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HomeMy WebLinkAboutDWG 356-9L; CUP 96-19; BRIGHTON GARDENS; 01-30RECLAIMED WATER NOTES LANDSCAPE IMPROVEMENT PLANS RECLAIMED WATER SYSTEM (PRIVATE) MARRIOTT'S BRIGHTON GARDENS-CARLSBAD A5-BiUIL T ~WING? 1'"1-1~-S.~ µ, li!!PIJL."T t,IC,A lf4IH6"!!:, ii'-'11!, eeeN ~I"'~. H 1->-t«,..1' I I!!.•. li!t;) Ui-,,t-l lH!"'Otc.M,kTl4't-1 PUie.Hi~ l!t'( 11-ll!l IH+TJJ,,l.L-IH6 .-.:..d'l-(,ic.,,...,-"IL, DATE: JOB NUM"~'" CAD FILE: CHECKED BY: DRAWN BY: ' _.ni..r..l: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S CARLSBAD RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS; DATED OCTOBER 1993. 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECLAIMED WATER. BEST MANAGEMENT 3140 EL CAMINO REAL l,JHl&.a 1M1!o ti~W11tlH I<!,, ~ T.O l!9e ll!&LA,+ tel I!, Hflp 1..,1,HO_,..IM'i a.'t-1t-'Pf ....... uia& 1-r,,i,, ,._ c:. e-lJl'4f <:"(, ~c> ~ I""=' H4'T IE I! !:: I Ill l'l!oll'!)l..6 l'blt- 1'MI! ""'"'ll~"f ~ -nW,E-,,,_ IMJl1,.-r ~•~ 11"16 ,a~ ,d,.H"(~,: l■Jo ,.._ ~l~ ~llte.H. t-11--"( ~ r.,i,rH ~l"f!:.'IC,.l,..1W> lHT.o lT,l,b,r,111,LJIX. ~ (Slll..'tlt-16 ,ti 1l llS'°e ~ ~ >!Pa ..-..OVISl57? TO .oi,.~ IHD15Pi,HPIJHr l"'letb Vl51&-ll'"t~ &Jf'l'f'!!I> Jl.«-lli-,&cf e-!!!l"i:'ie,e ..-.n-t,"""""-tf l'i:l1f:. ,IJ,.t-l-( aou~e.. LC) co ~ 0 PRACTICES SHALL BE USED TO MINIMIZE RECLAIMED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BBQ'S, PLAYGROUNDS, SAND TOT LOTS, ETC. CARLSBAD, CALIFORNIA 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE, PONDING, RUN-OFF, OVERSPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CALSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. * 8. THE IRRIGATION SYSTEMS SHALL BE RUN BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISION PERSONNEL ON SITE. 9. PROVIDE A MINIMUM OF AT LEAST 1 B INCHES OF COVER OVER ALL WIRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECLAIMED WATER WHETHER BY WINDBLOWN SPRAY OR DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER- SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECLAIMED WATER QUICK COUPLING VALVE! SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECLAIMED WATER DISTRIBUTION SYSTEMS SPIKES NOT EXCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER CARLSBAD UNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. METER SHALL BE SIZED BY THE CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING 'NON POTABLE WATER' OR 'RECLAIMED WATER' COLOR CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF fHE TRENCH PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTABLE AND RECLAIMED WATER PIPES SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARDS THE TOP OF THE TRENCH. 16. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TYPICAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED4T ALL TIMES. * 19. DEVELOPER CONTRACTOR SHALL CONDUCT A CROSS CONNECTION TEST AND COVERAGE EST AS DIRECTED BY CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECLAIMED WATER. 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: RECLAIMED WATER: QUICK COUPLljG VALVES USED IN RECLAIMED WATER SYSTEMS SHALL HAVE ACME TYPE THREA~S SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES A D PURPLE COLORED LOOKING COVERS PERMANENTLY ATTACHED TO TH VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO. 7645, HUNTER NO. HV100A-RL-NP OR APPROVED EQUAL. 21. AN ANNUAL CROSS CONNECTION INSPECTION SHALL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAND DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. * 22. DEVELOPER SHALL SHOW 'RECLAIMED WATER DO NOT DRINK' SIGN LOCATIONS ON THESE PLANS. * 23. AN ON SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUt,ABING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS CONNECTION PROTECTION AND THE SPECIFIC REOUiREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO CARLSBAD MUNICIPAL WATER DISTRICT AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENAL HEALTH. IN CASE OF EMERGENCY CONTACT __ '5_~f'!.._:!t~,9_!3 ___ AT .J!~0~~~=-~~6_! __ OR AFTER HOURS CONTACT ______ KEN TAYLOR __ AT _ (619)839-5058 _ 24. SHOW ALL PUBLIC AND PRIVATE POTABLE WATER MAINS ON THE PLANS. 25. ON RECLAIMED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADSt VALVE BOXES, ETC) SHALL BE COLOR CODED PURPLE PER AWWA GUlDELINES AND SEC ION 404954 OF 'rHE CALIFORNIA HEALTH AND SAFETY CODE. * ITEMS NO.S B, 19, & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER ITEM NO. 22 THE SIGNAGE PLAN SHALL BE A PART OF THIS 1.P. BUT THE ACTUAL SIGNS AND TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECLAIMED WATER. TYPICAL SIGNS (SIZE) 18' X 18' D16 ALUMINUM, D60 ABS PLASTIC 18' (NTS) WARNING RECLAIMED WATER DO NOT DRINK OR STICK-ON VINYL SIGNS AVISO -AGUA IMPURA NO TOMAR I I 36' (NTS) ~--BLACK LOGO 1 PURPLE BACKGROUND / 1' BLACK LETTERS -- WARNING RECLAIMED WA ER DO NOT DRINK ECLAIMED WATER AVlSO-AGUA IMPURA NOT MAR (SIZE) 12' X 36' 1' BLACK LETTERS ~----2" BLACK LETTERS .060 ABS PLASTIC OR STICK ON VINYL SIGNS ALSO .016 ALUMINUM 18' (NTS) 12" (NTS) SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECLAl,!AED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2"X11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTE~ING. I. GUIDELINES FOR RECLAIMED WATER USE: 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM ONLY WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANiJALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN OF~ POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT tXCEED THt INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TD BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEEDURE MAY BE FACILITATED BY THE ~ FFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS .E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL I RIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). 3. ADJUST SPRAY HEADS TO ELEIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FDR EXAMPLE, POOL DECK, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON CONTINUOUS BASIS OF THE PRESENCE OF RECLAIMED WATER. PERSONNEL MUST BE INFORMED THAT R.C. WATER IS MEANT FOR IRRIGATION PURPOSES ONL \ AND IS NOT APPROVED FOR DRINKING PURPOSED, ~O~EbiEiiL,I Nw1H~IN&N5l%A};~JN1NbHuEST~1: 1?~rN1~i~RT~~\E Tiis INFORMATION BE DISSEMINATED ON A ALMOc,T DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR, WHO IS REWPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON SITE FACILITIES, SUCH CHANGES MUST BE SUBMITTED TO AND APPROVED BY THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROFF PLASTIC J"X4" PURPLE IN COLOR WITH THE WORDS "WARNING RECLAIMED WATER- DO NOT DRINK' IMPRINTED ON THE SIDE, AND 'AVISO- AGUA IMPURA-NO TOMAR' ON THE OTHtR SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 15. ALL SPRINKLER HEADS SHALL BE IDENTIFIED RECLAIMED WATER SF'RINKLER HEADS. II. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION SHOULD COVER PART A, PART B, AND PART G OF THE DISTRICT'S FINAL INSPECTION. INSPECTION PROCEDURES I. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES. B. TRECH DEPTH. C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY) D. PIPE IDENTIFICATION (P.O.C.'S) POINT OF CONNECTION$'. E. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. F. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECLAIMED WATER (IF RECLAIMED \I/ATER IS USED FOR CONSTRUCTION). AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND DISTRICT, AND BE FORWARDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO FINAL INSPECTION APPROVAL II. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TEST_. AFTER COMPLETION OF THE SPRINKLER SYSTEM,_ TO DETERMINE THt ADEQUACY OF COVERAGE ON THE APPROVED U~E AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVEING RECLAIMED WATER. 8. WARNING SIGNS AND LABELS. C. QUICK COUPLING VALVES. KEY MAP I I I I NOTTO SCAI I SHEETS 6,10,18 ~----~- '-/ r ~ '-PARCEL C -~J.500,PE I I ACETME Cl F CA '- I I I I I ~ I I I ADJACENT PARCEL NAP. / LEGEND SHEETS 7,11,19,22 I t:07/ ,,0,1 AREA PROPOSED FOR TURE VU//L,:, RECLAIMED WATER USE .6, WATER METER ■ GATE VALVE * "DO NOT DRINK' SIGN LOCATIONS SHEETS 8,15,20,23 DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AN LANDSCAPE ARCHITECT OF THE WORK FOR THIS PROJECTi-/ THAT I HAVE EXERCESED RESPONSIBLE CHARGE OVER THE DESIGN OF T IS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS PROVESSIONS CODE AND THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELEIVE ME,_ AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DtSIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLANb WATER CONSERVATION PLANf FIRE SUPPRESSION PLAN, AND ALL CONDIT! NS OF APPROVAL RELATED 0 LANDSCAPING. WTE!t 1.11em11 LI'.11'.:AflQ EL D. ALL ASPECTS OF THE IRRIGATION, CONDITIONS INCLUDING WINDBLOWN SPRAY RUNOFF AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. ~kn Ju-'Z'i. l'17 I F. REQUIRED PROTECTION OF WELLS, STREAMS. RESERVOIRS, ETC. G. CROSS CONNECTION. 111. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION SHOULD COVER PART A, PART 8 AND PART G OF THE DISTRICT'S FINAL INSPECTION. LICENSE NO. SIGNATURE DATE (114)551~ti,:2 PHONE AGENCY SUBMITTAL #3 9/23/97 ASL CONSULTING ENGINEERS Plan Sot: e .. c·· • ,u,.~,_ . .,.,, ___ PLAN CONTROL Date: 'l/23/'l1 AP~OVED:, ,.~ ~ w.()-tfA--_-, ENGINEERING PLANCHECKER DATE DEVELOPER'S NAME: _____________ _ ADDRESS: ----------------- TELEPHONE: REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER CITY ENGINEER & DISTRICT ENGINEER 1----------------------1 PRIOR TO IMPLEMENTATION IN FIELD-DATE PLAN PREPARED: BY: ----~------- DISTRICT APPROVED CHANGES BENCH MARK DESCRIF'TION: ---------------- LOCATION: RECORD FRO ________________ _ ELEVATION: ---DATUM: __________ _ DATE SHEETS 12 REAL SHEETS 16 VICINITY MAP OCEANSIDE ROUTE 78 rlMY BRIGHTON GARDENS--~ NOTTO SCAI F .. ..,,_ SHEETS 9,17,21,23 WATrR U~T~R LOCATION --- PARCEL B AD~ 500. PER ADJACEtMENT PLAT, CITY OF CARLSBAD PARCEL A ADJ. 500. PER / ADJACETMENT PLAT, I 1 2 3 4 5 6 7 8 g 10 1 1 12 13 14 15 CITY OF C;l$8AD I - # # I I INDEX OF DRAWINGS C.M.W.D. COVER SHEET 16 IRRIGATION PLAN TITLE SHEET ENLARGEMENT CONSTRUCTION NOTES 17 IRRIGATION PLAN IRRIGATION 18 PLANTING PLAN NOTES & LEGENDS 19 PLANTING PLAN PLANTING NOTES 20 PLANTING PLAN CONSTRUCTION PLAN 21 PLANTING PLAN CONSTRUCTION PLAN 22 SCHEMATIC CONSTRUCTION PLAN LIGHTING PLAN CONSTRUCTION PLAN 23 SCHEMATIC IRRIGATION PLAN LIGHTING PLAN IRRIGATION PLAN 24 CONSTRUCTION DETAILS ENLARGEMENT IRRIGATION PLAN 25 CONSTRUCTION DETAILS ENLARGEMENT 26 IRRIGATION DETAILS IRRIGATION PLAN 27 IRRIGATION DETAILS ENLARGEMENT IRRIGATION PLAN 28 IRRIGATION DETAILS ENLARGEMENT 29 PLANTING DETAILS IRRIGATION PLAN 30 PLANTING DETAILS ENLARGEMENT REVIEWED BY: 1--w w I (f) w _j I---1- w a.. <( 0 (f) 0 z <( D OF 0 G • i vi SB !ti! .:sill sill _1~----~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. _£._ . .8,~t9_c~/: _____ /Z·/6 t,8 INSPECTOR DATE 1---+----+--------------t----+----+----+-----l I SH1EET I CITY OF CARLSBAD I SH30EETS I PLANN'iNG DEPARTMENT ~==::'.-======:::::~==~====:::'....'.::==~ DATE INITIAL INITIAL LAND. ARCH REVISION DESCRIPTION OTHU APPROVAL CITY APPROVAL LANDIICAPI! AllCIIITIIC'rullAL PLAlf9 FOR, MARRIOITS BRIGHTON GARDENS APPROVED DWN BY:__E..f..f..... CHKD BY:~ RVWD BY:~ CARLSBAD RECLAIM IRRIGATION NOTES PROJECT NO. CUP 96·19 SOP 96·10 C.M.W.D 96-C.44B DATE: DRAWING NO. MARRIOTT INTERNATIONAL BRIGHTON GARDENS-CARLSBAD SENIOR LIVING SERVICES KEY MAP LANDSCAPE DEVELOPMENT PLANS C.ITY OF CARLSBAD INDEX OF DRAWINGS 1 C.M.W.D. COVER SHEET 2 TITLE SHEET 3 CONSTRUCTION NOTES 4 IRRIGATION NOTES AND LEGENDS 6 PLANTING NOTES 8 CONSTRUCTION PLAN -- 7 CONSTRUCTION PLAN 8 CONSTRUCTION PLAN 9 CONSTRUCTION PLAN 10 IRRIGATION PLAN 11 IRRIGATION PLAN 12 IRRIGATION PLAN 13 IRRIGATION PLAN 14 PLANTING PLAN 16 PLANTING PLAN 18 PLANTING PLAN 17 PLANTING PLAN 18 SCHEMATIC LIGHTING PLAN 19 SCHEMATIC LIGHTING PLAN 20 CONSTRUCTION DETAILS 21 CONSTRUCTION DETAILS 22 IRRIGATION DETAILS 23 IRRIGATION DETAILS 24 IRRIGATION DETAILS 25 PLANTING DETAILS 28 PLANTING DETAILS VICINITY MAP OCEANSIDE ROUTE 71 ,,t#'f CARLSBAD BRIGHTON GARDENS NOT TO SCALE CITY OF CARLSBAD REQUIRED FIELD OBSERVATION 1. APPLICANTS' LANDSCAPE ARCHITECT CONTACTS THE CITY LANDSCAPE INSPECTOR AT LEAST 72 HOURS (.3 WORKING DAYS) IN ADVANCE TO SCHEDULE THE FOLLOWING SITE OBSERVATIONS (760-4.38-1161, XT. 4221) A. PRECONSTRUCTION MEETING. 8_ TEST OF PRESSURE PIPE; OBSERVE INSTALLATION OF P.O.C., CONTROLLER TRENCH DEPTHS, BACKFLOW DEVICE AND VALVES. {NO WORK SHALL BE BACKFILLED UNTIL APPROPRIATE INSPECTIONS AND TESTING HAVE BEEN BEEN COMPLETED AND APPROVED BY THE CITY)_ C. FOUR HOUR TEST OF ALL PRESSURE LINES UNDER HYDROSTATIC PRESSURE OF 150 POUNDS PER SQUARE INCH, AND PROVE WATERTIGHT. D. ALL PIPING UNDER PAVED AREAS SHALL BE TESTED FOR FOUR HOURS UNDER HYDROSTATIC PRESSURE OF 150 POUNDS PER SQUARE INCH AND PROVED WATERTIGHT, PRIOR TO PAVING. E. IRRIGATION COVERAGE TEST. F. PLACEMENT OF PLANTS PRIOR TO DIGGING PLANT HOLES. G. PRE-MAINTENANCE WALK-THROUGH, INCLUDING COUNT OF ALL PLANTS, IRRIGATION HEADS, VALVES, ETC. 2. APPLICANTS' LANDSCAPE ARCHITECT SUBMITS LETTER TO PLANNING DIRECTOR, WITH COPY TO LANDSCAPE PLANCHECK CONSULTANT CERTIFYING THAT ALL WORK HAS BEEN INSTALLED PER PLANS AND SPECIFICATIONS. A. THE LANDSCAPE ARCHITECT MUST BE INVOLVED DURING CONSTRUCTION OF THE PROJECT IN ORDER TO PROVIDE PROJECT FINAL SUBSTANTIAL CONFORMANCE. SEE NOTE SHEETS LC-5, Ll-6, AND LP-5. 3. REVIEW AS-BUILT DRAWINGS FOR APPROVAL (AFTER APPLICANTS' LANDSCAPE ARCHITECT HAS APPROVED SAME). APPLICANT SHALL BE RESPONSIBLE TO INSURE THAT THE PROJECT LANDSCAPE ARCHITECT AND ALL OTHER REQUIRED PARTIES PARTICIPATE IN EACH INSPECTION 91.E., CITY STAFF, ASSOCIATIONS, ETC). DO NOT SCHEDULE INSPECTIONS IF THE WORK IS NOT PER PLAN, OR IS INCOMPLETE. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY, ALL ABOVE INSPECTIONS MUST BE COMPLETED NOTIFICATIONS ACJENCY CONTACT Pl!MON OWNER ARCHITECTURE AND CONSTRUCTION DIVISION MARRIOTT INTERNATIONAL INC_ BOB PFEIFER SENIOR LIVING SERVICES MARRIOTT INTERNATIONAL INC_ CONel.lLTANTII LANDSCAPE ARCHITECT: HRP LANDESIGN CIVIL ENGINEER: ASL CONSUL TING ENGINEERS ARCHITECT: IRWIN ARCHITECTURE GROUP GEOTECHNICAL ENGINEER: NMG GEOTECHNICAL, INC. ACOUSTICAL ENGINEER GORDON BRICKEN & ASSOC. UTILITY COORDINATOR; RGI t.mUTY COMPANIES SAN DIEGO GAS/ELECTRIC CARLSBAD MUNICIPAL WATER DEl"T. UNDERGROUND SERVICE ALERT DANIEL'S CABLEVISION PACIFIC BELL PUBLIC AGENCIES CITY OF CARLSBAD CITY OF CARLSBAD FIRE DEPT_ WAYNE SANT MICHAEL MCKAY MARC HASLINGER CARL IRWIN BILL GOODMAN GORDON BRICKEN BOB GREGORY MICHELE JONES RICHARD GOEDERT VALERIE MANNING EMILY GUNTER MIKE SMITH (301) 380-6.340 (714) 445-.3796 (714) 557-5852 (714) 727-7099 (714) 894-0414 (714) 442-2442 (714) 835-0249 (909) 279-7900 (619) 4B0-7634 (619) 438-2722 1 -~800~ 422-4133 61 9 9 31 -7000 (619 586-3848 619 438-1161 619 931-2121 I .... ~w, .. . 'f-· ,,, . / (;' ~ ·, No. 1823 Exp, 9-30·-97 "' ADJACENT PARCEL NAP. LEGEND = AAEA PAOPOSED FOR ~10½½'.%1~-RECLAIMED WATER USE ... WATER METER ■ GATEVALVE * 1lO NOT DFIINK" SIGN LOCATIONS SHEETS 7,11,19,22 RE SHEETS 8,15,20,23 GENERAL NOTES 1 _ IRRIGATION CONTROLLERS AND BACKFLOW DEVICES SHALL BE PLACED IN SHRUB/GROUNDCOVER AREAS, SCREEN WITH SHRUBS 2-THE CONTRACTOR MUST NOTIFY THE CITY PLAN CHECK CONSULTANT (619-438-1161) 72 HOURS (THREE WORKING DAYS), PRIOR TO STARTING CONSTRUCTION. (EXT. 4221) 3. THE LANDSCAPE OR IRRIGATION CONTRACTOR IS TO VERIFY EXISTING P.S.I. AT JOB SITE PRIOR TO INSTALLING THE LANDSCAPE IRRIGATION 4. ALL REDUCED PRESSURE BACKFLOW PREVENTORS SHALL BE TESTED AFTER INSTALLATION, RELOCATION, OR REPAIRS BY A CITY APPROVED CERTIFIED TESTER. CALL (619)438-2722 EXT. 152 FOR C.M.W.D. BACKFLOW SPECIALIST. DEVELOPER/OWNER IS RESPONSABLE FOR SUPPLYING A COPY OF THE TEST RESULTS TO THE CITY DEPARTMENT OF UTILITIES AND MAINTENANCE, 405 OAK STREET. SUBMIT TO C.M.W.D. AT 5950 EL CAMINO REAL. _ _., CY SUBMITTAL #3 SHEETS 12 C ~JK. ,.,.._ INO REAL SHEETS 16 ~mt IIF.ITFI LOCATION PARCEL B ADJ. 500. PER AD..IACEtMENT Pl.AT, CITY OF CARlSBAD __ .., .. ,._ SHEETS 9,17,21,23 PARCEL A ADJ. 500. PER ADJACEtMENT PLAT, CITY OF CARLSBAD NOT TO SCALE 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING BUILDING AND PERMITS PRIOR TO COMMENCING WALL CONSTRUCTION_ "AS BUILT" TITLE: DATE Jf~LC:iJNSUI..TfNQ __ ifNGINEERS Plan Set: g -~_j ~ PLAN CONTROL Dato: 'l/2S/'l1 I '-;i. APPROVED ~hJ,&.h 10/14 (81 DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIEWED BY: HRP ----e----------=----- LAN DESIGN ,,_ ~NICHIECTIIE ay·=· ENGINEERING PLAN CHECKER INSPECTOR DATE fsHm7 CITY OF CARLSBAD I SHEETS I 1-----t--+----------------t----+--+----+---l ~ PLANNING DEPARTMENT 30 1-----t--+---------------+---+---+---+---l LAKDICAPI! ilCH~ PLANt POil: APPROVED MARRIOTT'S BRIGHTON GARDENS CARLSBAD TITLE SHEET (714) 557--5852 fE4083 1----•• -, ___ _'QN'_"EX_..PR_-ESSL:=_:V =.E=SE:_RV_:_ES:_ITS:_:C_::OM:_ __ LA_W_t====j====::ta~===========================t====t====t====t===j ~AS=S=IS=TA=NT=P=LA=NN~ING;=::'.:Dl'.:::RE'.:::CT=OR==============,---;======DA=T~E CO,..,.IO"T ... OTHER PROPERTY OIOHTS IN THE5t •'-""'· DATE INITIAL !>ATE INITIAL DATE INITIAL OWN av, _/l..!,__ PROJECT NO. DRAWING NO. THESE Pl,A,N$ ARE lilOT TO BE PRODUC£D, CH»IC(D.011: COPIED IN ... , ••• OR •••••• WHAr50M:R, NOll ... REVISION DESCRIPTION CH~O BY,-1.L__ CUP 98-19 ...... 9L THEY TO B[ ASSIONm 10 ... THJRO PAIT"t' WITHOUT FIRST ENGINEER or WORK OTHER APPROVAL CITY APPROVAL RVWD BY-._M.M. SOP 96-10 -08TAINll',IG THE WftlTI'EM P[f'ilMISS!ON AND CONSENT Of HRP l.ANO[SiGN. C.M.WD 96-C.446 I. CONTRACTOR'S CONSTRUCTION WORK RESPONSIBILITIES: A. B. C. D. E. F. G. H. I. J. K. L. M. N. SCOPE OF WORK: THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL CONSTRUCTION ELEMENTS AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. CONFORMANCE: ALL CONSTRUCTION WORK SHALL CONFORM TO APPLICABLE LOCAL, COUNTY AND/OR STATE CODES, REGULATIONS AND RULES. LICENSE: ALL WORK SHALL BE PERFORMED BY A CALIFORNIA LICENSED CONTRACTOR. PERMITS AND INSPECTIONS: THE CONTRACTOR Sf-tALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED. INSURANCE: THE CONTRACTOR SHALL CARRY ALL WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ALL APPLICABLE CODES, REGULATIONS AND THE OWNER (JOB SUPERINTENDENT). SITE VERIFICATION: PRIOR TO COMMENCEIIIENT OF WORK. THE CONTRACTOR SHALL VERIFY, AT Tf-tE JOB SITE. ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AFFECTING THE INTENDED DESIGN OF THE LANDSCAPE WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER (JOB SUPERINTENDENT) IMMEDIATELY. LIABLE FOR ENCROACHMENT: 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. COORDINATION OF ACTIVITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF HIS ACTIVITIES WITH ALL OTHER TRADES THROUGH THE OWNER (JOB SUPERINTENDENT). FIELD STAKING: 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 (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT. NOTIFICATION OF DISCREPANCIES: ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS ANO THE CONTRACT DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS AT THE CONTRACTOR'S RISK AND EXPENSE. LIABLE FOR DAMAGE: 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 (JOB SUPERINTENDENT). LIABLE FOR LOSS: THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO HIS EQUIPMENT. PARTS AND MATERIALS ON THIS PROJECT UNTIL COMPLETION /\ND ACCEPTANCE Of THE JOB IN WRITING BY THE OWNER (JOB SUPERINTENDENT). WRITTEN GUARANTEE: ALL WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO THE MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF PROJECT. THE CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE ON HIS LETTERHEAD AT THE TIME OF THE FINAL INSPECTION. WRITTEN CERTIFICATION: THE CONTRACTOR SHALL PROVIDE A WRITTEN CERTIFICATION THAT THE CONSTRUCTION WORK IS INSTALLED IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS. ANY APPROVED SUBSTITUTIONS OR DEVIATIONS FROM THE PLANS OR SPECIFICATIONS SHALL BE NOTED. THIS CERTIFICATION SHALL BE ON THE CONTRACTOR'S LETTERHEAD WITf-t HIS SIGNATURE AND CALIFORNIA CONTRACTOR'S LICENSE NUMBER. H. OWNER'S CONSTRUCTION WORK RESPONSIBILITIES: A. B. C. CONSTRUCTION RESPONSIBILITIES: THE OWNER WILL BE DIRECTLY RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION INCLUDING ALL CONSTRUCTION INSPECTIONS. ALL FIELD MEETINGS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT) TO THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT SHALL BE IN A SUPPORT OBSERVATION ROLE TO THE OWNER (JOB SUPERINTENDENT) PROVIDING INTERPRETIVE ADVICE ONLY IN ACCORDANCE WITH THE OBSERVATION SCHEDULE AS NOTED. DETERMINING LEGAL AND PHYSICAL ELEMENTS: OWNER (JOB SUPERINTENDENT) SHALL BE RESPONSIBLE FOR DETERMINING PROPERTY LINES, RIGHT-OF-WAYS, TRACT BOUNDARIES, GRADES, EASEMENTS, UTILITY LOCATIONS (ABOVE ANO BELOW GRADE) ANY OTHER LEGAL OR PHYSICAL. ELEMENTS, AS REQUIRED, FOR THE SUCCESSFUL COMPLETION OF THE WORK. CONTRACTOR SHALL NOT BE PERMITTED TO PROCEED WITH ANY WORK WITHOUT DETERMINATION OF THE ABOVE INFORMATION. ROUGH GRADE: OWNER (JOB SUPERINTENDENT) FROM SHALL PROVIDE ROUGH GRADE TO WITHIN 1/10TH OF ONE FOOT OF FINISH GRADE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH GRADE AND DRAINAGE OF ALL CONSTRUCTION ELEMENTS AT SPECIFIED GRADIENT. D. SITE DISCREPANCIES: ALL DISCREPANCIES IN SITE CONDITIONS. DRAWINGS OR SPECIFICATIONS SHALL BE E!IROUGHT TO THE ATTENTION OF THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. IT IS THE OWNER'S (JOB SUPERINTENDENT'S) RESPONSIBILITY TO CONSULT THE LANDSCAPE ARCHITECT PRIOR TO ANY FURTHER WORK IN THAT AREA. ANY UNREPORTED DISCREPANCY AND CONTINUED WORK WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT SHALL BE AT THE CONTRACTOR"S RISK AND EXPENSE. E. CONTRACT FULFILLMENT: ALL QUESTIONS RELATING TO INTERPRETATION OF THE DRAWINGS AND SPECWICATIONS. QUALITY OF WORK AND ACCEPTABLE FULFILLMENT OF INTENT OF THE CONTRACT DOCUMENTS SHALL BE DECIDED BY THE OWNER (JOI! SUPERINTENDENT) AND LANDSCAPE ARCHITECT CONCURRENTLY. Ill. REQUIRED FIELD OBSERVATION WORK: A. REQUIRED FIELD OBSERVATION WORK: THESE PLANS WERE PREPARED WITH THE UNDERSTANDING THAT THE OWNER OF SAID PLANS WILL USE HRP LANOESIGN TO PROVIDE 'FULL' CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TO USE HRP LANDESIGN TO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SET FORTf-t HEREIN WILL SIGNIFICANTLY INCREASE THE RISK OF LOSS RESULTING, AMONG OTHER CAUSES, FROM MISINTERPRETATION OF THE INTENT OF THE DESIGN, UNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS BEFORE THEY BECOME COSTLY MISTAKES BUILT INTO THE PROJECT. THEREFORE, IN THE EVENT THAT HRP LANDESIGN IS OTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND HRP LANDESIGN AND THEIR CONSULTANTS FROM ANO AGAINST /1,J,JY AND ALL CLAIMS. IV. LANDSCAPE ARCHITECTS CONSTRUCTION FIELD OBSERVATION SCHEDULE: A. FIELD OBSERVATION COORDINATION: THE FOLLOWING OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF THESE PHASES OF WORK IS AT THE CONTRACTOR'S RISK, WITH ANY REQUIRED CHANGE OR MODIFICATIONS AT THE CONTRACTOR'S EXPENSE. THE OWNER (JOB SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY EIGHT ( 48) HOURS IN ADVANCE. 8. C. D. E. CONTRACTOR ORIENTATION/PRECONSTRUCTION MEETING: THIS MEETING SHALL BE CONDUCTED TO DISCUSS THE SPECIFICATIONS, POSSIBLE DISCREPANCIES. SITE CONDITIONS AND OTHER ASPECTS OF THE PROJECT CONSTRUCTION WORK SUCH AS PERSONNEL, SCHEDULE AND REQUIREMENTS FOR STARTING WORK. PRIOR TO THE MEETING, CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH SITE CONDITIONS AND THE PLANS, DETAILS AND SPECIFICATIONS. CONSTRUCTION STAKING ANO LAYOUT OBSERVATION: THIS OBSERVATION SHALL BE PERFORMED AnER ALL CONSTRUCTION ELEMENTS, FLOW LINES AND FINISH GRADES HAVE BEEN LOCATED IN THE FIELD, BUT PRIOR TO FORMING OR EXCAVATING. ROUGH CONSTRUCTION PROGRESS OBSERVATION: THIS OBSERVATION SHALL BE PERFORMED AnER ALL FORMING, EXCAVATION, REINFORCING STEEL AND STRUCTURAL STEEL WORK HAS BEEN COMPLETED, BUT PRIOR TO PLACEMENT OF ANY CONCRETE. PROGRESS/INSTALLATION INSPECTIONS: PERIODIC INSPECTIONS SHALL BE PERFORMED BY THE OWNER (JOB SUPERINTENDENT) DURING CONSTRUCTION OPERATIONS TO INSURE CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. FINAL OBSERVATION/PROJECT CERTIFICATION: THIS OBSERVATION VISIT WILL BE PERFORMED TO REVIEW ALL ASPECTS OF THE CONTRACTED WORK PRIOR TO RELEASING THE PROJECT TO THE OWNER. V. SCOPE OF LANDSCAPE CONSTRUCTION: A. BASE SHEETS WERE DERIVED FROM PLANS: PREPARED BY: ~§.L_fQ!'.!§.1,Ll,!!_N_g_!;_t:!_~f'.!tQ'I.§ _____________ _ TITLED· _llOUGij__yRADING _PLANS _____________________ _ DATEo, n;.l!_LQ._L9Jl.J ________ REVlsEo,1-.b!f\/§_I_~LJilE. COPIES AVAILABLE FROM OWNER UPON REQUEST. 8. STRUCTURAL SOILS REPORT: THE STRUCTURAL SOILS REPORT UTILIZED IN THE PREPARATION OF THE CONSTRUCTION PLANS AND DETAILS WAS PREPARED BY:_~JL.Qf;.Qill!:!!'!!.C!\L._~!;L ____________ _ TITLED: fl_~l:!/IS.f:_!lJ;J'.9.BlLYQ~l!,,;;----------------OATED: ~~l.1./_9§_::_IID/.§1:l);_.9~LlwJlJ\ _______________ _ COPIES AVAILABLE FROM OWNER UPON REQUEST. C. CONCRETE AND MASONRY NOTES: 1 • 2. .3. 4. 5. 6. 7. e. 9. 10. 11. 12. 1.3. 14. 15. 16. 17. 19. THE CONTRACTOR SHALL NOTIFY THE OWNER (JOI! SUPERINTENDENT) AND LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE PLANS, DETAILS AND NOTES. NOTES AND DETAIL REFERENCES: THE FOLLOWING NOTES AND TYPICAL DETAILS REFERENCE APPLY TO ALL DRAWINGS UNLESS NOTED OTHERWISE: LICENSE: THE CONCRETE CONTRACTOR SHALL BE A c-e CALIFORNIA LICENSED CONCRETE CONTRACTOR. THE MASONRY CONTRACTOR SHALL BE A C-29 CALIFORNIA LICENSED MASONRY CONTRACTOR. UNIFORM BUILDING CODE: ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES IMMEDIATELY. METHODS OF CONSTRUCTION: THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. SAFETY PROCEDURES; OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE LANDSCAPE ARCHITECT WILL NOT INCLUDE REVIEW OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR THE FINISHED STRUCTURE. SOILS REPORTS: ALL EXCAVATION. GRADING, COMPACTION, ETC. SHALL BE ACCOMPLISHED AND PERFORMED IN ACCORDANCE WITH THE STRUCTURAL SOILS REPORT. THE STRUCTURAL SOILS REPORT IS HEREBY MADE A PART OF THESE DRAWINGS AND THE RECOMMENDATIONS CONTAINED THEREIN ARE TO BE FOLLOWED AND CONSIDERED AS MINIMUM UNLESS MORE STRINGENT REQUIREMENTS ARE NOTED OR DETAILED IN THE DRAWINGS OR SPECIFICATIONS. SOILS COMPACTION: ALL EXISTING FILL SOIL AND DISTURBED NATURAL SOILS ARE TO BE EXCAVATED AND REPLACED WITH PROPERLY COMPACTED FILL PER THE STRUCTURAL SOILS REPORT. ALL FILLING, BACKFILLING, RECOMPACTION, ETC., IS TO BE ACCOMPLISHED ONLY UNDER THE SUPERVISION OF A SOILS ENGINEER. INSPECTIONS: ALL EXCAVATIONS ARE TO BE INSPECTED AND APPROVED BY A SOILS ENGINEER PRIOR TO THE PLACEMENT OF ANY FILL OR REINFORCING STEEL. SLEEVE COORDINATION: ALL PIPE SLEEVING FOR DRAINAGE, IRRIGATION ANO ELECTRICAL SERVICE, BENEATH OR EMBEDDED IN CONCRETE OR MASONRY WALLS SHALL BE COORDINATED WITH THE APPROPRIATE SUBCONTRACTORS THROUGH THE OWNER (JOB SUPERINTENDENT) AND APPROVED BY THE OWNER. ROCK AND SAND SPECIFICATIONS: AGGREGATES FOl!i CONCRETE SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C33. AGGREGATES: AGGREGATES FOR MORTAR ANO GROUT SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C-144 AND C-404. CEMENT: CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150, TYPE I OR II LOW ALKALI, PER STRUCTURAL SOILS REPORT. CONCRETE BLOCK: ALL CONCRETE BLOCK SHALL CONFORM TO ASTM C-90, GRADE N. MORTAR: MORTAR SHALL BE TYPE 'S' MIXED IN THE PROPORTIONS OF 1 PART PORTLAND CEMENT TO 1/2 TO 1/4 PARTS LIME PUTTY TO 2-1/4 TO 3 TIMES THE QUANTITY OF THE CEMENT PLUS LIME PUTTY PARTS OF SAND. GROUT: GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS AND SHALL BE MIXED IN PROPORTIONS OF 1 PART PORTLAND CEMENT TO 1/10 PART LIME PUTTY TO 2 TO 3 PARTS SAND TO A MAXIMUM OF 2 PARTS GRAVEL. TESTING: ALL CEMENT. AGGREGATE. REINFORCING STEEL. STRUCTURAL STEEL, ETC. SHALL BE FROM TESTED STOCK. COPIES OF TEST REPORTS SHALL BE FURNISHED TO THE OWNER (JOB SUPERINTENDENT) UPON REQUEST. COMPRESSIVE STRENGTH OF CONCRETE: ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS. (5.2 SK/YD). UNLESS NOTED OTHERWISE. 2D. 21. 22. 23. 24. 215. 27. 29. 30. 31. 32. 33. 34. 37. 31!. • REINFORCING STEEL: A. REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS CONFORMING TO ASTM A 615. 1) #4 BARS ANO SMALLER ....... GR40 2) #5 BARS AND SMALLER ....... GR60 8. ELECTRIC WELDED WIRE MESH SHALL CONFORM TO ASTM A-185 (EXCEPT AT SLABS ON GRADE WHICH MAY BE GR40) C. ALL BARS SHALL BE FREE OF LOOSE ANO FLAKY RUST AND SCALE, GREASE, OR OTHER MATERIALS WHICH MIGHT AFFECT OR IMPAIR BOND. 0. ALL BENDS TO BE MADE COLD. P!EBARS: LAP ALL BARS IN CONCRETE A MINIMUM OF THIRTY SIX (36) TIMES THE DIAMETER OF THE REINFORCING BAR (2'-6" MINIMUM) AT ALL SPLICES. LAP ALL BARS IN MASONRY A MINIMUM OF FORTY (40) TIMES THE DIAMETER OF THE REINFORCING BAR (2'-6" MINIMUM) AT ALL SPLICES, UNLESS NOTED OTHERWISE. SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL BE STAGGERED. DOWELS: DOWELS FOR WALLS SHALL BE SAME SIZE AND SPACING AS THE WALL REINFORCEMENT ANO SHALL LAP WITH THE REINFORCING BAR AS NOTED ABOVE UNLESS NOTED OTHERWISE. MINIMUM CONCRETE COVERAGE; THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED OTHERWISE: SLABS ON EARTH •• , , •• , ..•. CENTER Of SLAB CONCRETE BELOW GRADE, FORMED ••••...... 2° CONCRETE BELOW GRADE, UNFORMED (POURED AGAINST EARTH). • • . • • • • . • • • . . . . . . . . . . . . S" SECURE INSERTS: ANCHOR BOLTS, DOWELS, INSERTS, ETC., SHALL BE SECURELY TIED IN PLACE PRIOR TO THE POURING OF ANY CONCRETE OR GROUT. ALL EXPOSED STEEL SHALL BE HOT DIPPED GALVANIZED. WELDING: WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D12-1 USING PROPER LOW HYDROGEN ELECTRODES. GROUTING: ALL MASONRY SHALL BE REINFORCED SOLID GROUTED MASONRY UNLESS NOTED OTHERWISE. ALL REINFORCEMENT. BOLTS. ETC. IN MASONRY SHALL HAVE A MINIMUM GROUT COVERAGE OF .3/4". FIELD TESTING: CONTINUOUS INSPECTION SHALL BE PROVIDED BY A TESTING LABORATORY FOR ALL FIELD WELDING, CONCRETE WITH SPECIFIED COMPRESSIVE STRENGTH OF 2,500 PSI OR GREATER ANO CAISSONS. MASONRY SHALL HAVE CONTINUOUS INSPECTION WHERE NOTES ARE CALLED FOR IN DRAWINGS. FOOTINGS: FOOTINGS SHALL BE OF THE SIZE AND TYPE AS INDICATED ON THE DRAWINGS. BACKFILL: MASONRY CONTRACTOR SHALL BE RESPONSIBLE FOR BACKFILLING ALL 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- EXPANSIVE FILL SHALL BE USED IN BACKFILLING BEHIND WALLS. ALL RETAINING WALLS SHALL BE ADEQUATELY SHORED DURING THE BACKFILL OPERATION. PLASTER: PRECISION BLOCK WALLS AS NOTED ON THE PLANS AND DETAILS SHALL RECEIVE BROWN COAT (3/ff THICK MIN.) APPLIED AS NOTED: PORTLAND CEMENT; 1 PART HYDRATED LIME; 1/4 PART SAND 16/20: 4 PARTS ANTI-SHRINKAGE ACENT: 3 OZ. BY WEIGHT PER SACK FOLLOW WITH COLOR FINISH COAT -1 /1!' THICK MIN. PORTLAND CEMENT PLASTER -MIX WITH WATER PER MANUFACTURER'S INSTRUCTIONS EXCEPT ADD ONE PART ADMIXTURE EMULSION TO THREE PARTS OF WATER FOR ALL EXTERIOR PLASTER APPLIED TO THE WALLS. PLASTER FINISH: ALL PLASTER FINISHES AND COLORS SHALL MATCH REFERENCED ARCHITECTURE OR AS DIRECTED BY OWNER (JOB SUPERINTENDENT). APPLY A SAMPLE AREA FINISH PLASTER COAT OF 4' X 4' FOR OWNER APPROVAL PRIOR TO PROCEEDING WITH BALANCE OF PLASTER WORK. PLASTER TEXTURES, TO MATCH FINISH ON BUILDINGS IN APPEARANCE AND COLOR. VERIFY WITH OWNER FOR PLASTER COLOR AND FINISH. WATER SEAL: APPLY NON-YELLOWING WATER SEALER TO ALL PLASTER SURFACES AS APPROVED BY THE OWNER (JOB SUPERINTENDENT). FINISH: CONCRETE COLORS ANO FINISHES SHALL BE PER CONSTRUCTION PLANS. COLORS AS SPECIFIED ON THE CONSTRUCTION PLAN SHALL BE OF THE INTEGRAL TYPE UNLESS NOTED OTHERWISE. SAMPLES: PROVIDE THE OWNER (JOB SUPERINTENDENT) WITH A 2' X 2' SAMPLE Of ALL CONCRETE FINISHES AS NOTED ON THESE PLANS. SAMPLES SHALL BE APPROVED BY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT AT THE SITE PRIOR TO POURING FLATWORK. THICKNESS OF CONCRETE: ALL CONCRETE FLATWORK SHALL BE A MINIMUM OF 4• THICK. NOSE ALL EDGES AS SHOWN ON THE DETAILS. SLOPE WALKS TO DRAIN: ALL CONCRETE FLATWORK SHALL SLOPE TO DRAIN AT A MINIMUM OF 1 % IN THE DIRECTION Of SITE DRAINAGE AS INDICATED ON THE CONSTRUCTION PLAN. COLD JOINTS: CONCRETE CONSTRUCTED FROM THESE PLANS SHALL MEET ALL ENGINEER'S OR ARCHITECT'S WALKS, DRIVEWAYS, CONCRETE DECKS AND PADS, /1,J,JD TOPS OF CURBS, ETC. FLUSH. EXPANSION JOINTS: EXPANSION JOINT SPACING IN CONCRETE WALKS OCCURS AT ALL CHANGES IN DIRECTION AND SHALL NOT EXCEED A MAXIMUM SPACING OF 1 O' ON CENTER. EXPANSION JOINT MATERIAL SHALL BE AS APPROVED BY THE OWNER (JOB SUPERINTENDENT). D. METAL WORK NOTES 1, THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE PLANS, DETAILS AND NOTES. 2. UNIFORM BUILDING CODE; ALL CONSTRUCTION ANO WORKMANSHIP SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE. 3. LICENSE: THE TUBULAR STEEL FENCE CONTRACTOR SHALL BE A C-23 CALIFORNIA LICENSED TUBULAR STEEL FENCE CONTRACTOR. 4. STRUCTURAL STEEL: A. ALL STEEL CONSTRUCTION PER UNIFORM BUILDING CODE CHAPTER 22 AND THE LATEST AISC STANDARD PRACTICES. B. MEMBERS SHALL CONFORM TO ASTM A36 (U.N.O.) C. PIPE COLUMNS SHALL CONFORM TO ASTM A53 FOR GRADE B PIPE. D. ALL STRUCTURAL STEEL TUBE SHALL CONFORM TO ASTM 1\500, GRADE B. E. ALL WELDS SHALL BE IN CONFORMITY WITH THE STANDARD CODE FOR ARC AND GAS WELDING OF THE AMERICAN WELDING SOCIETY. ALL STRUCTURAL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS USING THE ELECTRIC ARC PROCESS WITH APPROVED ELECTRODES. USE LOW HYDROGEN ELECTRODES FOR BOLTS ANO REINFORCING BARS. CONTINUOUS INSPECTION REQUIRED FOR FIELD WELDING. 5. STATE AND LOCAL CODES: ALL FENCING AS SHOWN ON THE PLANS AND DETAILS IS INTENDED TO MEET THE MINIMUM STATE AND LOCAL CODES. ALL CONDITIONS THAT DO NOT CONFORM SHALL BE BROUGHT TO THE OWNER'S (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT'S ATTENTION PRIOR TO FABRICATION AND INSTALLATION. 6. PRIMER PAINT: PRIMER-COAT PAINT SHALL CONFORM TO FS TT-P-86 TYPE II FOR RED LEAD/ALKYD TYPE PAINT OR TO FS TT-P-G45 FOR ZINC CHROMATE TYPE PAINT. 7. REPAIR OF GALVANIZED SURFACES: TO TOUCH-UP GALVANIZED SURFACES, USE 'ALL-STATE' 321 GALVANIZING POWDER (30% TIN, 30% ZINC. 40% LEAD AND FLUX) AS MANUFACTURED BY 'ALL-STATE' WELDING ALLOYS COMF'ANY OR EQUAL. II. QUALITY CONTROL: MISCELLANEOUS METAL WORK SHALL BE FREE OF DEFECTS WHICH IMPAIR STRENGTH, DURABILITY AND APPEARANCE. 9. INSTALLATION: ERECT PLUMB, STRAIGHT, TRUE AND ACCURATELY FIX IN PLACE, BRACE, REINFORCE, AND ANCHOR IN PLACE. GRIND ALL FIELD WELDS SMOOTH. 10. SLEEVES: SET RAILING STANDARDS TRUE AND PLUMB IN PROPERLY POSITIONED SLEEVES, THEN BRACE TO POSITION AND CEMENT IN PLACE WITH QUICK SETTING CEMENT. 11, CORROSION PREVENTION: PROTECT ALL DISSIMILAR METALS FROM GALVANIC CORROSION BY PRESSURE TAPES, 12, CLEANING: 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 COATINGS OR ISOLATORS. 13, GALVANIZED METAL: ALL GALV/1,J,JIZED METAL SHALL BE HOT DIPPED GALVANIZED. 14. PAINTING: APPLY ONE ( 1) PRIMER COAT PER NOTE (6) ABOVE AND TWO (2) COATS Of EXTERIOR METAL PAINT. SURFACES READY TO RECEIVE FINISH COATS. PAINT AND PAINT COLOR TO BE APPROVED BY THE OWNER. AGENCY SUBMITTAL #3 9/23/97 ASL CONSULTING ENGINEERS Plan~ ½\"\. . c.__ ___ P,,_L,,,..=.AN'--=C'-"O"-'N'-'-T-=-=ROc.=L=----_L_Da_te:_~~~/2=3~/~~'~ ---' E. SPECIAL MATERIALS/ EQUIPMENT NOTES: 1 . PRECAST CONC. POTS: MANF: QUICK CRETE PRODUCTS CORP. 714 W PARKRIDGE AVE. NORCO, CA. 91 760 PHONE: (909) 737-6240 A. MODEL NO. BAJA SERIES #ORBJP 3622H w/ WATERPROOFING, z· DIAMETER HOLE SAUCERS. FINISH/COLOR: MEDIUM SANDBLAST. SAND COLOR. 2. OCTAGONAL WOOD GAZEBO: MANF: SAM'S GAZEBOS 24520A CRENSHAW BLVD. TORRANCE, CA. 90505 PHONE: (800) 376-SAMS MODEL NO. 12' OCTAGON GAZEBO • A" -PAINTED WHITE OPTIONS: 5 HANDRAILS, 5 CONTOUR BENCHES, CLASSIC POSTS, CUPOLA AND LATTICE WINGS .3. ALZHEIMER COURTYARD FOUNTAIN: MANF: HADDANSTONE (USA) LTD. 5362 INDUSTRIAL DRIVE HUNTINGTON BEACH, CA 92649 PHONE: (714) B94-3500 MODEL NO.: NEAPOLITAN SMALL DOUBLE FOUNTAIN-C3650 OPTIONS: SMALL POOL-C470S W/POOL LINER PLUMBING ANO PUMP PER MANUFACTURER'S RECOMMENDATIONS ORDERING NOTE: DRILL FOUNTAIN TO RECENE PLUMBING. 4. DIMENTIA GARDEN FOUNTAIN: MANF: HADDANSTONE (USA) LTD. 5362 INDUSTRIAL DRIVE HUNTINGTON BEACH, CA 92649 PHONE: (714) 894-3500 MODEL NO.: SMALL NEAPOLITAN FOUNTAIN-CJ750 OPTIONS: SMALL POOL-C470S W/POOL LINER PLUMBING AND PUMP PER MANUFACTURER'S RECOMMENDATIONS ORDERING NOTE: DRILL FOUNTAIN TO RECEIVE PLUMBING . 5. TRASH RECEPTACLE: MANF: QUICK CRETE PRODUCTS CORP. 714 W PARKRIOGE AVE. NORCO, CA. 91760 PHONE: (909) 7.37-6240 MODEL NO. BAJA SERIES #ORBJWCH FINISH/COLOR: MEDIUM SANDBLAST, SANO COLOR 6. METAL SEATING BENCHES: MANF: CANTERBURY INTERNATIONAL 5632 W WASHINGTON BL VD. LOS ANGELES, CA. 90016 PHONE: (213) 936-7111 MODEL NO. B05 -BOWERY BENCH 6' LENGTH COLOR: BASALT GREEN {SPECIFY POWDER COAT BEFORE PAINT) 7. MASONRY WALL PRECAST CONCRETE CAP: MANF: SIERRA STONE P.O. BOX K SEALY, TEXAS 77474 PHONE: (800) 33J-9302 MODEL NO. PORTOFINO WALL CAP NOTE: PROVIDE RADIUS WALL CAP TO MATCH RADIUS CONSTRUCTED IN THE FIELD. g•Q" RADIUS 22'(1' RADIUS 15'6" RADIUS COLOR; TO MATCH ARCHITECTURE PLASTER B. PRE-CAST CONCRETE STEPPING PAD. FINISH/COLOR: 24"'X24" NATURAL GREY PRECAST CONCRETE STEPPING PADS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. HRP l---f---+--------------t----t-----r----1----1 I sH3£Er I CITY OF CARLSBAD I s~rs I PL.ANNING DEPARTMENT ~-------------- ~f,ofEle! ,:,-+-~., No. 1823 Ell!> LAN DESIGN ~~ LANDIICAPll AIICBlTIICnJUl. PJ..AM9 N>J; MARRIOTTS BRIGHTON GARDENS CARLSBAD CONSTRUCTION NOTES ~~J.-IAJilllll APPROYl:D 't). ~I). 7 I ___ __.:(714~~) _'.:'.55'.::7'..:-S85~~2_t::E4063~:::: ___ .t----t---t-A\---------------i--i--i--J-j ASSISTANT DATE I-1-~-+-:=,,..,---JLU-------------...,--=:--t-;;;;:;;-;;-t-;=-t-=..-----1 ::~--=--=--=....:::=-=~~=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=,:::;-;::====~~ ~+:'A': ~~rs;~P111E~"'?~ 1rr:::: 'fJ..s. DATE INITJA.l-!».TE' INITW.L DATE INITIAL OWN BV:...A.K......_ PROJECT NO, DRAW1NG NO. ~f.l'io "1\t'i'l.f'!iil'w0rooro~"~IF"'wH'i"&&,,~ghDRARt 1---~---REVISION DESCRIPTION CHKD BY:.L,L__ CUP 16-11 '"••tL THEY ro •• ,...,.,... ro • "''"° '""" WITHout mm EHCIHEER or WORK OTHER APPIIOVAL CITY APPROVAL RVWD BY:.!!Jib.... SOP --10 .,.,.,.. OBT.tJMIMG TH[ WRITTEft PERMISSION AND COMS[NT or ~ HRP LAfllOESIOft, C.M.W.D 96-C.448 4 4 I. CONTRACTOR'S IRRIGATION WORK RESPONSIBILITIES A. SCOPE Of WORK: THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, AND SERVICES NECESSARY TO FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM />S SHOWN ON THE DRAWINGS ANO SPECIFIED HEREIN, B. CONFORMIANCE: ALL IRRIGATION WORK SHALL CONFORM TO APPLICABLE LOCAL, COUNTY AND/OR STATE CODES, REGULATIONS AND RULES. C. LICENSE: ALL WORK SHALL BE PERFORMED BY A C-27 CALIFORNIA LICENSED LANDSCAPE IRRIGATION CONTRACTOR. D. PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS, FEES AND AGENCY INSPECTIONS />S REQUIRED. E. INSURANCE: THE CONTRACTOR SHALL CARRY ALL WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ALL APPLICABLE CODES. REGULATIONS AND BY THE OWNER (JOB SUPERINTENDENT). F. SITE VERIFICATION: PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY, AT THE SIT[, ALL CONDITIONS ANO DIMENSIONS SHOWN ON THE PLANS NECESSARY TO ACHIEVE THE INTENDED DESIGN OF THE IRRIGATION SYSTEM. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER (JOB SUPERINTENDENT) IMMEDIATELY. G. LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY ENCROACHMENT INTO ADJACENT PROPERTY, 'RIGHTS-OF-WAYS, EASEMENTS, SET-BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. H. POINT Of CONNECTION VERIFICATION: THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE, METER SIZE AND SIZE Of SERVICE TO METER (P.O.C.) AT EACH POINT OF CONNECTION. I. FIELD STAKING: PRIOR TO INSTALLATION, THE CONTRACTOR SHALL LOCATE BY STAKES OR OTHER MEANS ALL PRESSURE SUPPLY LINES, CONTROL EQUIPMENT, GROUND COVER DELINEATIONS AND HEADS FOR APPROVAL BY THE OWNER (JOB SUPERINTENDENT). J. COORDINATION OF ACTIVITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF HIS ACTIVITIES WITH ALL OTHER TRADES THROUGH THE OWNER (JOB SUPERINTENDENT), K. INTENDED DESIGN COVERAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETION, MODIFICATION OR REVISIONS OF THE SYSTEMS AS NECESSARY TO MAINTAIN THE CONSISTENT COVERAGE DESIGN OF THE CONTRACT DOCUMENTS, ANY DEVIATION FROM THE CONTRACT DOCUMENTS SHALL HAVE THE PRIOR WRITTEN APPROVAL OF THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT. L. NOTIFICATION Of DISCREPANCIES: ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY, ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES HAVE BEEN RESOLVi:D BY THE OWNER (JOB SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK IS AT THE CONTRACTOR'S RISK AND EXPENSE. M. IRRIGATION PLANS: THE IRRIGATION PLANS, INCLUDING PIPING AND EQUIPMENT LOCATIONS, ARE DRAWN DIAGRAMMATICALLY. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO THE SYSTEM AS REQUIRED TO AVOID PHYSICAL ELEMENTS AND CONFORM TO THE SITE CONDITIONS. IN ALL CASES, THE CONTRACTOR SHALL INSURE THAT THERE ARE NO CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING AND CONSTRUCTION ELEMENTS, AND EXISTING UTILITIES. N. ELECTRICAL CONNECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL ELECTRICAL CONNECTION FROM POWER SOURCE TO CONTROLLERS AS INDICATED ON THE PLANS WHERE APPLICABLE. O, LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ALL UTILITIES, CONSTRUCTION, IRRIGATION AND PLANTING ELEMENTS, EITHER MARKED OR UNMARKED, AND SHALL REPAIR OR REPLACE DAMAGE TO ITS ORIGINAL CONDITION IN A MANNER ACCEPTABLE TO THE OWNER (JOB SUPERINTENDENT). P. LIABLE FOR LOSS: THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO HIS EQUIPMENT. PARTS AND MATERIALS ON THIS PROJECT UNTIL COMPLETION AND ACCEPTANCE OF THE JOB IN WRITING FROM THE OWNER (JOB SUPERINTENDENT). Q. />S BUILTS: THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE 'AS BUILT' RECORD SET Of PRINTS WHICH SHALL BE CORRECTED DAILY ANO SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. BEFORE THE Tl'-'E OF THE FINAL INSPECTION, THE CONTRACTOR SHALL TRANSFER ALL INFORMATION FROM THE 'AS BUILT' SET ANO FIELD STAKING OF ALL EQUIPMENT LOCATED ON THE MAINLINE AND CONTROL WIRE LOCATION TO A REPRODUCIBLE OZALIO SEPIA. PROCURED FROM THE OWNER (JOB SUPERINTENO(NT) AND LANDSCAPE ARCHITECT. ALL WORK SHALL BE NEAT AND LEGIBLE. THE CONTRACTOR SHALL CERTIFY REPRODUCIBLES AS TO ACCURACY AND COMPLETENESS. R. WRITTEN GUARANTEE: ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE ON HIS LETTERHEAD AT THE TIME OF THE FINAL INSPECTION. S. WRITTEN CERTIFICATION: THE CONTRACTOR SHALL PROVIDE A WRITTEN CERTIFICATION THAT THE IRRIGATION SYSTEM IS INSTALLED FREE FROM DEFECTS IN MIATERIALS AND WORKMANSHIP AND IN FULL COMPLIANCE WITH THE DRAWINGS ANO SPECIFICATIONS. THIS SHALL BE ON THE CONTRACTOR'S LETTERHEAD WITH HIS IRRIGATION AND CALIFORNIA C-27 CONTRACTOR'S LICENSE NUMBER. T. TURNOVER ITEMS: THE CONTRACTOR SHALL SUPPLY TO THE OWN(~ (JDS SUPERINTENDENT), AS A PART OF THIS CONTRACT, THE FOLLOWING ITEMS PRIOR TO THE TIME OF THE FINAL SITE OBSERVATION: 2. 3. 4. 5. A REPRODUCIBLE SET OF '/>S BUILT' DRAWINGS AS PER NOTE 'Q' ABOVE. THE ORIGINAL OF THE GUARANTEE LETTER. THE ORIGINAL OF THE CERTIFICATION LETTER. TWO (2) KEYS FOR EACH AUTOMATIC CONTROLLER. TWO (2) SETS OF ANY SPECIAL EQUIPMENT REQUIRED FOR OPERATING, ADJUSTING, ASSE.tBLING AND REMOVING EACH TYPE OF EQUIPMENT SUPPLIED ON THIS PROJECT AS REQUESTED BY THE OWNER. II. OWNER'S IRRIGATION WORK RESPONSIBILITIES A. CONSTRUCTION RESPONSISILITIES: THE OWNER WILL BE DIRECTLY RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION INCLUDING ALL IRRIGATION INSPECTIONS. ALL FIELD MEETING$ SHALL BE INITIATED BY THE CONTRACTOR ANO COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT) TO THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT SHALL BE IN A SUPPORT OBSERVATION ROLE TO THE OWNER (JOB SUPERINTENDENT) PROVIDING INTERPRETIVE ADVICE ONLY IN ACCORDANCE WITH THE OBSERVATION SCHEDULE AS NOTED. B. DETERMINING LEGAL AND PHYSICAL ELEMENTS: THE OWNER (JOB SUPERINTENDENT) SHALL BE RESPONSIBLE FOR DETERMINING PROPERTY LINES, RIGHTS-OF -WAYS, TRACT BOUNDARIES. GRADES, EASEMENTS, UTILITY LOCATIONS (ABOVE ANO BELOW GRADE) AND ANY OTHER LEGAL DR PHYSICAL ELEMENTS AS REQUIRED FDR THE SUCCESSFUL COMPLETION OF THE WORK. THE CONTRACTOR SHALL NOT BE PERMITTED TO PROCEED WITH ANY WORK WITHOUT DETERMINATION OF THE ABOVE INFORMATION. C. SITE DISCREPANCIES: ALL DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. IT IS THE OWNER'S (JOB SUPERINTENDENT'S) RESPONSIBILITY TO CONSULT THE LANDSCAPE ARCHITECT PRIOR TO ANY FURTHER WORK IN THAT AREA. ANY UNREPORTED DISCREPANCY AND CONTINUED WORK WITHOUT WRITTEN AUTHORIZATION FRO.t THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT SHALL BE AT THE CONTRACTOR'S RISK AND EXPENSE. D. CONTRACT FULFILLMENT; ALL QUESTIONS RELATING TO INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS, QUALITY OF WORK AND ACCEPTABLE FULFILLMENT OF INTENT OF THE CONTRACT DOCUMENT SHALL BE DECIDED BY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT CONCURRENTLY, Ill. REQUIRED FIELD OBSERVATION WORK A. REQUIRED FIELD OBSERVATION WORK: THESE PLANS WERE PREPARED WITH THE UNDERSTANDING THAT THE OWNER OF SAID PLANS WILL USE HRP LANDESIGN TO PROVIDE "FULL' CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TO USE HRP LANDESIGN TO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE RISK OF LOSS RESULTING, AMONG OTHER CAUSES, FROM MISINTERPRETATION OF THE INTENT OF THE DESIGN, UNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TO DETECT ERRORS ANO OIAISSIONS IN THE PLANS AND SPECIFICATIONS BEFORE THEY BECOME COSTLY MISTAKES BUILT INTO THE PROJECT. THEREFORE, IN THE EVENT THAT HRP LANDESIGN IS OTHERWISE PRECLUDED FRDM COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND HRP LANDESIGN FROM AND AGAINST ANY AND ALL CLAIMS. IV. LANDSCAPE ARCHITECrs IRRIGATION FIELD OBSERVATION SCHEDULE A. FIELD OBSERVATION COORDINATION: THE FOLLOWING OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT {48) HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION AT THESE PHASES OF WORK IS AT THE CONTRACTOR'S RISK, WITH ANY REQUIRED CHANGE DR MODIFICATION AT THE CONTRACTOR'S EXPENSE. THE OWNER (JOB SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY-EIGHT ( 48) HOURS IN ADVANCE. B. CONTRACTOR ORIENTATION/PRE-CONSTRUCTION MEETING: THE CITY INSPECTOR TO ATTEND AND DISCUSS CITY'S CONCERNS, OBSERVATIONS, ETC. THIS MEETING SHALL BE CONDUCTED TO DISCUSS THE PLANS AND SPECIFICATIONS, POSSIBLE DISCREPANCIES, SITE CONDITIONS AND OTHER ASPECTS OF THE PROJECT IRRIGATION WORK SUCH AS PERSONNEL, SCHEDULE AND REQUIREMENTS FOR STARTING WORK. PRIOR TO THE MEETING, THE CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH SITE CONDITIONS ANO THE PLANS, DETAILS AND SPECIFICATIONS. C. IRRIGATION MAINLINE AND EQUIPMENT LAYOUT: THIS OBSERVATION SHALL BE PERFORMED BY THE OWNER (JOB SUPERINTENDENT) FOLLOWING STAKING OF ALL PRESSURE MAINLINE AND CONTROL EQUIPMENT, VERIFICATION OF ALL SITE CONDITIONS AND PRIOR TO ANY TRENCHING, ANY DISCREPANCIES NOT PREVIOUSLY NOTED SHALL BE CORRECTED AT THIS TIME TD THE SATISFACTION OF THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE. D. IRRIGATION MAINLINE AND PRESSURE TEST: THIS OBSERVATION IS FOR. THE PURPOSE OR REVIEWING ALL MAINLINE LAYOUT FOR CONFORMANCE TO SPECIFICATIONS AND VERIFYING THE WATER TIGHTNESS OF PRESSURE SYSTE.tS PRIOR TO BACKFILLING TRENCHES, PRESSURE TESTS MUST CONFORM TO MANUFACTURER'S SPECIFICATIONS. ALL PRESSURE LINES SHALL BE TESTED UNDER A SUSTAINED HYDROSTATIC PRESSURE OF 150 POUNDS PER SQUARE INCH FOR A PERIOD OF NOT LESS THAN FOUR (4) HOURS PER C.M.W.D. SPECS. CITY INSPECTOR MUST APPROVE PRIOR TO ANY BACKFILLING OF MAINS. THIS TEST SHALL BE PERFORMED IN THE PRESENCE' OF THE OWNER (JOB SUPERINTENDENT) TO MANUFACTURER'S ACCEPTED TESTING PROCEDURES AND APPROVED IN WRITING BY THE OWNER (JOB SUPERINTENDENT), PRIOR TO BACKFILLING ANY TRENCHES. CONTRACTOR SHALL FURNISH NECESSARY FORCE PUMP AND ALL OTHER NECESSARY TESTING EQUIPMENT. E. PROGRESS INSPECTIONS, PERIODIC INSPECTION$ $HALL BE PERFORMED BY OWNER (JOB SUPERINTENDENT) DURING THE LAYOUT OF ALL LATERAL LINE SYSTE.tS, WITH TRENCHES OPEN TO VERIFY CONFOR.tANCE TO DETAILS, DEPTH Of PIPE AND EQUIP.tENT ASSEMBLIES. F, IRRIGATION COMPLETION/COVERAGE TEST: THIS OBSERVATION IS TO INSURE CONFORMANCE OF ALL IRRIGATION EQUIPMENT WITH IRRIGATION CONTRACT DOCUMENTS AND WILL CONSIST Of OPERATION Of EACH SYSTEM TO INSURE INTENDED COVERAGE. THE CONTRACTOR SHALL FLUSH ANO ADJUST ALL HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND BUILDINGS, ETC. P~•OR TO THIS OBSERVATION. THIS MIAY INCLUDE CHANGES IN NOZZLE SIZES AND DEGREE or ARC TD OPTIMIZE OPERATION. V. SCOPE OF IRRIGATION WORK A. BASE SHEETS WERE DERIVED FROM PLANS: . ASL CONSULTING ENGINEERS PREPARED BY. ____________________________________ _ TITLED: ROUGH GRADING PLANS ------------------------ DATED: FEBRUARY 10, 199_7 __ REVISED• AUGUST 8, 1997 B. WATER INFORMATION WAS OBTAINED FROM: MR.. RICHARD_ GOEDERT ------------------------------- OF: ________ C!-~!:~~-~':J.~1~1!'~';.-~2~~_Dl~~--------------- PHONE: (619) 438-2722 ________ DATE:_FEB 27, 1997 _____ _ C. GENERAL IRRIGATION NOTES:(C.M.W.D. RECLAIMED WATER SPECS. TAKE PRECEDENCE OVER THESE SPECS.) 1. SPECIFIED EQUIPMENT: ALL EOUIPMENT SHALL BE AS LISTED IN THE LEGEND AND INSTALLED AS PER DETAILS AND SPECIFICATIONS, OR MANUFACTURER'S RECOMMENDATION. ANY SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT. ANY UNAPPROVED EQUIPMENT SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 2. ALTERNATE ITEMS: APPROVAL Of ANY ITEM OR ALTERNATE ITEM INDICATES ONLY THAT IT APPARENTLY MEETS THE REQUIREMENTS OF THE DRAWINGS ON THE BASIS Of THE INFORMATION SUBMITTED, AND DOES NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY FOR THE EQUIPMENT'S SUCCESSFUL OPERATION. J. CONTRACTOR'S GUARANTEE: .tANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF THIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTIES WILL ONLY SUPPLEMENT THE GUARANTEE. 4. SOLi/ENT WELD MAINLINE PIPE: PRESSURE MAINLINE PIPE SIZED 1 -1 /2" AND SMALLER SHALL BE IPS PRESSURE RATED PVC 1120 SCHEDULE 40 RATED PIPE. PRESSURE MAINLINE PIPE SIZED TWO INCHES (2") AND LARGER SHALL BE IPS PRESSURE RATED PVC 1120 SDR 13.5 315 PSI RATED PIPE PVC (CLASS 315) CONFORMING TO MATERIALS ASTM D1784 AND PRODUCT DESIGN ASTM D2214 FOR SOR 315 AND ASTM 1784 FOR SCHEDULE 40 PIPE, BURIED A MINIMUM OF EIGHTEEN INCHES (18") DEEP WITH SOLVENT WELD JOINTS .tADE FROM NSF APPROVED, TYPE 1, GRADE 1 (PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION D1784). 5. LATERAL LINE PIPE: NON-PRESSURE BURIED LATERAL LINE PIPE SHALL 6[ PRESSURE RATED PVC 1120 SDR 21 200 PSI RATED PIPE CONFORMING TO MATERIALS />STM D 1784 AND PRODUCT DESIGN ASTM 02214 FOR SOR 21 PIPE 200 PSI RATED PIP[ CONFORMING TO MATERIALS ASTM D1784 AND PRODUCTS DESIGN AST.t 02214 FOR SOR 21 PIPE 200, BURIED A MINIMUM OF 12• DEEP WITH SOLVENT WELD JOINTS MADE FRO.t NSF APPROVED, TYPE 1, GRADE 11 PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION 01784. 6. GASKET SEAL MAINLINE PIPE: PRESSURE MAINLINE PIPE SIZED TWO INCHES (t') AND LARGER SHALL BE IPS PRESSURE RATED PVC 1120 SOR 21 200 PSI RATED PIPE, CONFORMING TO MATERIALS ASTM 01784, PRODUCT DESIGN ASTM D2214, GASKET JOINT ASTM D8139, GASKET ASTM F477, CELL CLASS ASTM 1245A, BURIED A MINIMUM OF EIGHTEEN INCHES (18") BELOW FINISH GRADE WITH THRUST BLOCKS PER MANUFACTURER'S INSTRUCTIONS. 7. SOLVENT CEMENT: SOLVENT PRIMER SHALL CONFORM TO ASTM 0-2564. SOLVENT CEMENT SHALL CONFORM TO ASH,! D2564. 6. SOLVENT FITTINGS, SOLVENT FITTINGS SHALL BE SCHEDULE 40 PRODUCED FROM PVC TYPE 1 CELL CLASSIFICATION B2454 B. 9. THREADED FITTINGS: THREADED FITTINGS SHALL BE SCHEDULE 40 AND THREADED NIPPLES SHALL BE SCHEDULE eo. PRODUCED FROM PVC TYPE 1 CELL CLASSIFICATION 12454-B. USE PERMATEX 151/TEFLON TAPE OR APPROVED PIPE JOINT COMPOUND PER FITTINGS MANUFACTURER'S RECOMMENDATIONS. 10, STEEL PIPE: GALVANIZED STEEL PIPE SHALL BE ASA SCHEDULE 40 MILLED STEEL SCREWED PIPE WITH MEDIUM GALVANIZED SCREWED BEADED MALLEABLE IRON FITTINGS. 11. STEEL PIPE BELOW GRADE: ALL GALVANIZED PIP[ AND FITTINGS INSTALLED BELOW GRADE SHALL BE COATED WITH TWO (2) COATS OF KOPPERS #50 BITUMASTIC, 12, BRASS PIPE AND FITTINGS: BRASS PIPE SHALL BE as,;; RED BRASS, AMERICAN NATIONAL STANDARD INSTITUTE (ANSI), SCHEDULE 40 SCREWED PIPE. FITTINGS SHALL BE MEDIUM BRASS, SCREWED, 125 POUND CLASS. 13. COPPER PIPE AND FITTINGS: COPPER PIPE SHALL BE TYPE K, (HARD) ASTM 888 SOLDER FITTINGS IN ACCORDANCE WITH ANSI Bl 6.22. SOLDER JOINTS SHALL BE 45% SILVER, 15% COPPER, 16% ZINC, 24ll: CAIDMIUU AND SOLIDUS AS 11250F AND LIQUIDS AT 11450F., CONFORMING TO ASTM B206 AND FS 00-B-655C. 14. METAL PIPE JOINTS: ALL CONNECTIONS TO BE SEALED WITH PIPE JOINT COMPOUND FOR METAL JOINTS. 15. CONTROL WIRE: CONNECTIONS BETWEEN THE AUTOMATIC CONTROLLERS AND THE ELECTRIC CONTROL VALVES SHALL BE MADE WITH DIRECT BURIAL COPPER WIRE AWG-U.F. 600 VOLT UL APPROVED. MINIMUM SIZE IS 614 AWG, BURIED EIGHTEEN (18") INCHES BELOW GRADE. USE DIFFERENT COLOR CONTROL WIRE FOR EACH CONTROLLER. COMMON WIRES SHALL BE WHITE OR A DIFFERENT COLOR FROM THE CONTROL WIRES FDR EACH OF AUTOMATIC CONTROLLER ON THE SITE. 16. WIRE TRENCH: WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS PRESSURE SUPPLY OR LATERAL LINES WHEREVER POSSIBLE. THE WIRES SHALL BE TAPED TOGETHER AT INTERVALS NOT EXCEEDING TEN (10) FEET. 17. EXPANSION CURL: A TWELVE INCH (12") EXPANSION CURL SHOULD BE PROVIDED WITHIN THREE (3) FEET OF EACH WIRE CONNECTION ANO AT LE/>ST EVERY ONE HUNDRED (100) FEET OF WIRE LENGTH. AT STREET CROSSINGS AND GATE VALVE LOCATIONS THE CONTRACTOR SHALL BRING ALL THE WIRES TO GRADE AND PROVIDE A 12" EXPANSION CUFIL COVERED BY A RECTANGULAR VALVE BOX MARKED 'IRRIGATION WIRE'. 18. WIRE SPLICES: ALL SPLICES SHALL BE MADE WITH SCOTCH-LOK 13577 CONNECTOR SEALING PACKS, P[N-TITE WIRE CONNECTOR, OR APPROVED EQUAL. USE ONE SPLICE PER CONNECTOR. ALL SPLICES SHALL BE MADE AT VALVES OR CONTROLLER. ND OTHER SPLICES WILL BE ALLOWED UNLESS APPROVED BY THE OWNER (JOB SUPERINTENDENT). ALL SPLICES NOT AT VALVES, SHALL BE MADE IN A RECTANGULAR VALVE BOX MARKED 'IRRIGATION WIRE'. 19. TRENCHES: DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM Of TRENCH. LAY PIPE TO AN EVEN GRADE. 20. BACKFILL: THE TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED TESTS ARE PERFORMED. TRENCHES SHALL BE CAREFULLY BACKFILLED WITH APPROVED MATERIALS, FREE FROM CLODS OF EARTH OR STONES TWO INCHES (2") OR LARGER. BACKFILL SHALL BE MECHANICALLY COMPACTED TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL AND SHALL CONFORM TO ADJACENT SURFACE GRADES WITHOUT IRREGULARITIES. 21, LINES UNDER PAVING: ALL IRRIGATION LINES, VALVES AND WIRING RUNS SHOWN ON PLANS IN THE STREET, PAVED AREAS AND UNDER HARDSCAPING ARE DIAGRAMMATIC. INSTALL THESE LINES, VALVES AND WIRING RUNS IN PLANTING AREAS EXCEPT WHERE IT IS OBVIOUS THAT THEY MUST CROSS THAT PAVED AREA TO GET FROM ONE PLANTING AREA TO ANOTHER OR UNLESS NOTED OTHERWISE. 22. STREETS: WHERE ANY CUTTING OR BREAKING Of CONCRETE OR OTHER PAVING SURFACE IS NECESSARY, IT SHALL BE DONE AND REPLACED TO MATCH THE EXISTING WORK TO THE OWNER'S (JOB SUPERINTENDENT'S) SATISFACTION, BY TH[ CONTRACTOR. AS PART OF THE CONTRACT COST. 23. SLEEVES: SLEEVES SHALL BE INSTALLED UNDER ALL STREETS AND PAVEMENT PER THE IRRIGATION THE CONTRACTOR SHALL COORDIANTE THE INSTALLATION OF SLEEVES WITH THE OWNER (JOB SUPERINTENDENT) PRIOR TO THE PAVING BEING INSTALLED. CITY 1N,;PECTOR TO APPROVE ALL SLEEVES PRIOR TO PAVING. 24. SLEEVE/PIPE COVER: ALL WIRE, PRESSURE AND NON- PRESSURE PIPE INSTALLED UNDER ASPHALTIC CONCRETE PAVING SHALL BE INSTALLED IN PVC SLEEVES AND BURIED TO DEPTHS AS NOTED IN THE IRRIGATION EQUIPMENT LEGEND, THIS SHEET. BACKFILL PER STRUCTURAL SOILS REPORT AND CITY GUIDELINES. 25. l"IPE CLEARANCE: ALL LINES SHALL HAVE A IAINIMUM CLEARANCE OF SIX INCHES (6") FROM EACH OTHER. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. 28. CONTROL VALVES: INSTALL EACH CONTROL VALVE IN A SEPARATE LOCKING VALVE BOX WITH A MINIMUM OF TWELVE INCHES (12") BETWEEN VALVE BOXES. AND A MINIMUM OF SIX INCHES (6") BETWEEN VALVE BOXES AND ANY WALK OR STRUCTURE. 27. HEAD INSTALLATION: IRRIGATION HEADS SHALL BE INSTALLED ONLY AFTER THE SYSTEM HAS BEEN FLUSHED TO THE COMPLETE SATISFACTION OF THE OWNER (JOB SUPERINTENDENT). 2e. HEAD SPACING: SPACING OF HEADS SHALL NOT EXCEED THE MAXIMUM INDICATED ON THE DRAWINGS. IN NO CASE SHALL THE SPACING EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER. 29. INSTALLATION ANGLE OF IRRIGA710N HEAD: ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISHED GRADES UNLESS OTHERWISE D(SIGNATED ON THE PLANS. 30. IRRIGATION SYSTEM REQUIREMENTS PRIOR TO PLANTING: THE ENTIRE SPRINKLER IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATION PRIOR TO THE START OF ANY PLANTING WORK AND AN IRRIGATION COVERAGE TEST SHALL ALSO BE PERFORMED BY THE LANDSCAPE ARCHITECT PRIOR TO THE START OF ANY PLANTING. IRRIGATION EQUIPMENT LEGEND SYMBOL IBI 8 --- MANUFACTURER AND MODEL AATER METER, SIZE PER PLAN -PROVIDeD eY e,ENEAAL CONm.AC-TOR. VERIFY SERVICE, PRE~ AND LOCATION IN FIELD. ELEC,n;(IC, SERVICE-PROVIDE 13Y <SENERAL CONTRACTOR. VERIFY SERVICE AND LOCATION IN FIELD. FEBCO 1!>25-Y REDUCED~ TYPE eAcKFLOll'I DEVICE ll'l/ 11'111..KENS YSBR (20 MESH) ..,... STRAINER, TEST COC.K CLEAN OUT VAL.VE, COVER 19AC.Kf"LOll'I -1-feLY ll'V l"OAM PIP!, INSULATION ll'IRAPl"W ll'V 10 MIL. 1"1..A!,TIC, 1"1PE TAPE. INSTALL STMNe-eox ~Kl"LOll'I ~ ~ OETAIL. MASTE;R CONTROL VAL.Ve:. SUPE;RIOR 'l50 Dll'I STRAl<SHT THROU6H EIODY ~MOTE; CONTROL VALVE. size: PE:R PLAN. ll'IILKENS 510 SERIES PReS9.!RE RE<SULATOR "15-125 SIZE PER BAGKFLOll'I DEVICE SIZE. CAL.SENSE MODEL FM-XX FL.011'1 ME;TER. size: Pi;;R PLAN. Nl6GO T-116 <SATE VALVE. SIZE Pe:R MAINL.INe SIZe. PeR PL.AN. NELSON 111645 ll'IITH PURPLE COVER GUIC,K C.OUPLE:R. INSTALL ON MAINLINE P1:R PLAN. AAIN61111.c:> El"B-CP c:,i,,i lliEMOT!c C.ONTML VALVE. SIZE PER PLAN. RE:CLAIME:c:> AATE:R IRRl<!oA7"10N SYSTEM -MAINLINE: (SURY' 24" BELOll'I FINISH c!oAADl:J. f,C,H 40 PVC I" TO I 1/:l", CLASS 515 PVC :2" AND LAR<SER. SIZE PE:R PLAN. USe F'URPLE PIPE. CLASS :200 PVC LATERAL LINE (PIJRl"LE PIPEJ-{elJtl!.Y 12" l!lELOll'I FINISH c!oAADI:) SLEEVES FOR MAINS, ll'IIRIN6, LATERALS UNDER VEHICLE PAVINl!i-SHALL eE PVC SCH. 00 ll'IITH 50" COVER SLEEVES FOR MAINS AND l,,IIRIN6 UNDER PEDESTRIAN PAVIN6 SHALL BE PVC, SCH. 40 ll'IITH 24" COVER SLEEVES FOR LATERALS UNDE:R PE:DE:STRIAN PAVIN6 SHALL eE PVC ec.H. 40 ll'IITH 12" COVER ll'IIRJN.s SHALL l!lE SLEEVED sePARATEL. Y FROM PIPE. ETAIL SHEET: 30 CD E I" C.OEI" REFERENCES DETAIL NOTE SHEET: 31 SHEET: 32 V V V C, V V A V D V e V V EF V NOT SHOll'IN CONTROL AND COMMON ll'IIRI: •14 All'l<S-UF (Dl~CT l!IURIAL,) SOLie:> COPPER ll'IIRE: (i!IURY ll'IITH MAIN LINE) UL APPROVED. EF e V NOT SHOll'IN VERIFY cLECTRIC, &ERVICE POC FOR ll'<Rl6ATION CONTROLLER-INSTALL SERVICE PER ELE:C,TltlCAL PLANS PROVIDED eY Oll'INER. V • NOTE ALL FUTLJRe RECLAIMED ll'IATER ll'tR.l6ATION MAINLINE AND LATERAL LINE SHALL BE PURPLE PIPE. V □lc:i CAL5EN5E MODEL. ETI-M IRRl6ATION CONTROLLER ~LL MOUNT IN PACIFIC, TECHNICAL 5TAINLc55 5TccL coN=LLcR V CONTROLLER ENCLOSURE MODEL "CA 210 ETI/ETI :21".SE PER lf".Rl6ATION PLAN. PER PLAN IRRIGATION HEAD LEGEND SYMBOL • • i fl] fl] ill + f lfi 1"I fl Ill [I ♦ NOTE I NOTE 2 NOTE :5 NOTe: 4 Cl) a.: (/JI-a.. ::::,[tl -a:: PM REFERENCES -LL (.)~l!--!-!Aw...TT~E=:.!Rw.lN~~~4------------1-----.-----.---,-----, ~a:~ ~1' DETAIL DETAIL NOTE MANUFACTURER AND MODEL 3! ..... ~ f H Q V REMARKS SHEET SHEET: 30 SHEET: 31 SHEET: 32 9.10 I b5 .'l9 1.29 MPR PLASTIC, NOUL.E NOTE 2.S.4 E V RAIN Sl"P l!ll::Z-5AM-FRS-15 SHRUB POP-UP 30 15 5.10 1.85 .'l5 1.26 MPR PLASTIC NOZZLE NOTE :2,9,4 e: V RAIN e1RD PA-!l5-F'Fl.S-15 SHRUB STANDARD 30 15 6.10 I .&.5 .'l9 1.23 MPR PLASTIC, NOZZLE; NOTE :2.S,4 F V TURF POP-LIP 00 12 :2.60 1.9 .t, ,e,1 MPR PLASTIC NOZZLE NOTE :2,9,4 E V RAIN l!llRD 11!>12-SAM-PRS-1::Z SH!O!UB POP-LIP 00 12 2.01 2.60 1.3 .6 ,e,-, MPR PL.A5TIC, NOZZLe: NOTE :2,9,4 E V RAIN BIRD PA-e5-5AM•l"RS•l:2 SHl'IUB 5TANDA"P 90 1:2 2.01 2.60 1.9 .6 MPR PL.A5TIC, NOZZLe: NOTE :2,9,4 F V RAIN elRD l!l0b-5AM-PRS-IO-LA TURF POP-UP 10 1.15 1.5"1 .3<1 .5:2 MPR PL.ASTIC NOZZLE NOTE :2,9,4 E V RAIN BIRD l!ll:2-5AM-PRS-IO-LA SHl'i'.Ue POP-UP so 10 1.15 1.51 .9<! .52 HPl'i'. PL.ASTIC NOZZLE NOTE :2,9,4 c V RAIN BIRD PA-ll5-PRS-IO-L.A SHl'IUB 5TANDARD 10 1.57 .5<1 .52 MPR PL.ASTIC, NOZZLE NOTE :2,9,4 F V RAIN l!llRD 1806-SAM-F'RS-1!>-L.A TtJf;tF PoP-uP 30 e, 2.14 1.57 .1'l .3<1 .S:2 MPR PLASTIC NOZZL.E NOTE 2,c!,4 la V RAIN EIIRD 1812-SAM-PRS-b-LA SHRUB PoP-uP t, 1.15 1.5"1 .52 MPl'i'. PL.ASTIC, NOZZLE NOTE :2,6,4 c V RAIN elRD PA-!IS-PRS-1!>-LA SHRIJB STANDARD 90 e, 2.14 1.51 ."1<1 .3<1 .5:2 MPR PLASTIC, NOZZLE NOTE 2,9,4 F V RAIN BIRD 1812-SAM-FRS-16-sLA SHRl.113 POP-LIP 30 15 1.04 2.10 1.20 .e,o .<10 MPR PLASTIC NOZZLE: NOTE :2,6,4 I:: V RAIN e1RD PA-8S-PRS-16-51.A 5HRUl!l STANDARD 90 15 1.04 :2.10 1.20 .eo .'lO MP"'-PLASTIC NOZZLE NOTE 1,4 V RAIN e1RD 1812-SAM-FRS-22-SLA SHFiLJB POP-LIP 50 20 .!55 2.10 1.::ZO bO .'lO MPR PLASTIC NOZZLE NOTE :2,9,4 F V RAIN BIRD PA-8S-PRS-22-SLA SHl'i!IJB STANOAR 50 20 .55 2.10 1.::ZO bO .'lO MPR PLASTIC NOZZLE NOTE 1,4 V TOl<O XP 300HP (255", 105°, lf>O", 165°, 115", <10°) 30 9'l .69 9,72 I.et> 2.98 PART CIRCLE; HcAD 11'1/ "'1 NOZZLE; F V TORo XP SOOS (:255°, 105°, l!lO", 165", 115", 'l0°) SO 9'l .66 S."12 l,f,6 2.98 PART CIRCLE HEAD 11'1/ "'1 NOZZLE V RAIN BIRD 5-C5T eueeLEl'i'. ~ MPR PLASTIC, NOZZLE: NOTE :2,9 F V RAIN Bll'tt' 1401 BUBBLER 51-il'IUB STANDARD 50 5 -~ PRESSU~ COMPENSATIN6 SU661..ER F V USE ANTI-DRAIN DEVICES ON ALL SHRUB HcADS TO PREVENT L.011'1 HEAD ORAINA6E-KINS BR.OTHERS K.C 0500T, 0"150T CHECK VALUE. IN PLANTING AREA5 LESS THE 15' OR 10' THE CONST!Vo.C,TOR SHALL INSTALL PC.5 SC,~ENS PER THE LE6END SELOll'I. INSTALL POPUPS ll'IITHIN 10 FT. OF ALL PEDE5Tl'i'.IAN uses. ALL PIPE: AND ll'IIRE UNDEl'i'. PAVIN6 SHALL BE INSTALLEO IN SEPARATE PIPE AND ll'IIRE SL.EEVES. 1800 PCS SCREEN PERFORMANCE LEGEND PRc56Ul'i'.E C,OMFENSATINe> 5e,REEN5 (Pc.SJ SHALL Be ON 15 FT. RADIUS HALF PAT7"ERN HEADS THROll'IINe, BETll'IEEN A 10 FT. TO 1:2 FT. RADIUS, ON 10 FT. AND 15 FT. RADIUS HEADS TI-IROll'IINe> BETll'IEEN A 5 FT. TO e, FT. RADIUS. AND ON t, FT. HEADS TO 1:2 FT. GI RADIUS HEADS THROll'IINe LE!le THAN 5 FT. RADIUS. WATER EFFICIENT LANDSCAPE ORDINANCE NOTIFICATION OF COMl"UANCE REQUIRED OF IRRIGATION CONTRACTORS THE IRRIGATION CONTRACTOR IS REQUIRED TO FULLY COMPLY WITH THE IRRIGATION PLANS DURING INSTALLATION OF THE IRRIGATION SYSTEM. ALL FIELD CHANGES SHALi. BE BROUGHT TO THE ATTENTION Of THE LANDSCAPE ARCHITECT/LANDSCAPE IRRIGATION AUDITOR. ANY WORK NOT INSTALLED IN STRICT CONFORMANCE WITH THE LANDSCAPE IRRIGATION AUDITORS REQUIREMENTS SHALL BE REMOVED AND REINSTALLED AT THE CONTRACTORS EXPENSE. THE CONTRACTOR AND OWNER SHALL REFER TO THE IRRIGATION NOTES SHEET FDR IRRIGATION CONTRACTOR'S WORK RESPONSIBILITIES ANO THE LANDSCAPE ARCHITECT'S REQUIRED FIELD OBSERVATION SCHEDULE. MODEL: GPM: COLOR: 8F 8H 8T 80 10F 10H 1 OT 100 12F 12TQ 12TT 12H 12T 120 15F 15TO 15TT 15H 1ST 15Q PCS-010 .I PURPLE ;2' :2' PC,S-0:20 .:2 eROll'IN :2' ,, 5' :2' :2' 5' :::z' ,, :2' I' 4' 5' ,. b' b' e,• ;2' :2' 4' t,· e,· I' I' 9' 5' PCS-040 .4 ORANe>E I' 5' 1' e,• 2' 1' 1' 10'" 9' ,. 9' 4' e,• 10' 4' 4' 6' i' PC,5•060 .6 BL.ACK ,, 1' t,'11 5' 5· !!!' e,· 10' 1:2·• !;5' 5' e,• 1:2' FCS•0<10 ,<1 ll'IHITE ..,. ,. e,• 10' 12·• FC,S-125 1.:25 6FtEEN 10' e,· 10' 11' 1::2 ... ..,, e,· e,• 12' 15·• PCS-li5 1.15 YELLOll'I 10' 12·• 12·• e,· 12' 12' 15'• PCS-:2b0 ;2.6 BLUE 1:2·• II' 15'11 15'" PGS•9i0 9.-r RED 1s·• AGENCY SUBMITTAL #3 9/23/97 SF 5H-B 50-B 5CST-B ,. 5' 10' 14' b' I' 5' 5' I' :2' :2' ,. APPROVED FOR. PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. A.SL CONSULTING ENGINEERS Plan Set: PLAN CONTROL Date: "1/29/'11 c.;,.YI. ----------------~-------- HRP ----~ ------...:.:.....---- LAN DESIGN ~ARHIEC11.IIE --815r IW.IAIIAY • Ifill 11111 ~~CA 5' ..,. l---+---+--------------+---+---+---,---1 I SH4EET I CITY OF CARLSBAD I SH30EETS I PL.ANNING DEPARTMENT r;=LAMDIICAPl!~~~~.u,ic~B~l~l;IBl..~CTI~Ui;l~•~U.~n.ull~;;=;,o~a.,~,=====::::'....'.::==7 APP~OVED MARRIOITS BRIGHTON GARDENS CARLSBAD IRRIGATION LEGEND AND NOTES (714) 557-5852 tE4063 I _____ ..::_~-=::..:==-===-----t---i----i?.,-----------------,--,---i----\--j ASSISTANT PLANNING DIRECTOR ~ I---::--+----::-:::=--+"~-------------+-=:-+--::-:::=-+-=:-+-:::::~----------------~-~ DAfE INrtlAL Hllfl' LAMDE:stQM EXPRESSLY RESERVES ITS COMNOtl I.AW «'~HT AlilD OfH£1 PfWP£RtY RIOHTS IN THESE PLAHS. TMES[ PI.JiNS AR[ NOT T0 IIE PRODUCED, CHAHGED OR 1---~---COPlr:D IN ANY FORW OR WANNER WHATSOEVER, NO~ ARE THEY TO BE ASSIOHEO TO f,. TI-IIRO PARTY WITHOUT FIRST 08TAININO TH[ WRITTEN PERMISSION AND COHS£NT OF ENGINEER or WORK HIW l.M'ilO~StGH, DATE REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL OWN BY, _t.e.e,_ CHKD BY,.l!.Li... RVWOBY,~ PROJECT NO. CUP 96-19 SOP 96-10 C.M.W.D8&-C.448 O~AWl~G NO. I. CONTRACTOR'S LANDSCAPE WORK RESPONSIBILITIES: A. SCOPE OF WORK: THE CONTRACTOR SHALL PROVIOE ALL LABOR, MATERIALS, TRANSPORTATION AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL PLANTING ELEMENTS AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN, B. CONFORMANCE: ALL PLANTING WORK SHALL CONFORM TO APPLICABLE LOCAL, COUNTY AND/OR STATE CODES, REGULATIONS AND RULES. C. LICENSE: ALL WORK SHALL BE PERFORMED BY A C-27 CALIFORNIA LICENSED CONTRACTOR. D, PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS, AND AGENCY INSPECTIONS AS REQUIRED. E. INSURANCE: THE CONTRACTOR SHALL CARRY ALL WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ALL APPLICABLE CODES, REGULATIONS AND BY THE OWNER (JOB SUPERINTENDENT). F, SITE VERIFICATION; PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY, Al THE SITE, ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AFFECTING THE INTENDED DESIGN OF THE LANDSCAPE WORK, ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER (JOB SUPERINTENDENT) IMMEDIATELY. G. LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF -WAYS, EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTION EITHER MARKED OR UNMARKED. H. C00RDINATION OF ACTIVITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF REQUIRED ACTIVITIES WITH ALL OTHER TRADES THROUGH THE OWNER (JOB SUPERINTENDENT). I. FIELD STAKING: PRIOR TO INSTALLATION, THE CONTRACTOR SHALL LOCATE BY STAKES, OR OTHER MEANS, ALL CONTAINER TREES, SHRUBS AND VINE LOCATIONS AND HEADER BOARD/MOW CURB LAYOUT FOR APPROVAL BY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT, J. NOTIFICATION OF DISCREPANCIES: ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK IS AT THE CONTRACTOR'S RISK AND EXPENSE. K, LIABLE FOR DAMAGE: 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 (JOB SUPERINTENDENT), L. LIABLE FOR LOSS: THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO EQUIPMENT, PARTS ANO MATERIALS ON THIS PROJECT UNTIL COMPLETION AND ACCEPTANCE OF THE JOB IN WRITING FROM THE OWNER (JOB SUPERINTENDENT). M. WRITTEN GUARANTEE: ALL WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF PROJECT. THE CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE ON HIS LETTERHEAD AT THE TIME OF THE FINAL INSPECTION. N, WRITTEN CERTIFICATION: THE CONTRACTOR SHALL PROVIDE A WRITTEN CERTIFICATION THAT THE PLANTING WORK IS INSTALLED IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS, ANY APPROVED SUBSTITUTIONS OR DEVIATIONS FROM THE PLANS OR SPECIFICATIONS SHALL BE NOTED. THIS CERTIFICATION SHALL BE ON THE CONTRACTOR'S LETTERHEAD WITH HIS SIGNATURE AND CALIFORNIA C-27 CONTRACTOR'S LICENSE NUMBER. 0. PLANT MATERIALS APPROVAL: THE CONTRACTOR SHALL, WITHIN FIFTEEN (15) WORKING DAYS FOLLOWING AWARD OF CONTRACT, SUBMIT TO THE OWNER AND LANDSCAPE ARCHITECT A COMPLETE LIST OF REQUIRED CONTAINER AND FLATTED GROUNDCOVER MATERIAL. THE LIST SHALL INCLUDE EACH TREE, SHRUB AND GROUNDCOVER; THEIR BOTANICAL AND COMMON NAME; EACH REQUIRED QUANTITY AND SIZE; THEIR NURSERY SOURCE LOCATIONS AND NURSERY SALES PERSON TO CONTACT; THEIR SPECIFICATIONS AS TO HEIGHT, SPREAD AND TRUNK CALIPER AT ONE FOOT (1 ·) ABOVE GRADE (FOR TREES). A POLAROID OR 35 MM REPRESENTATIVE PHOTO OF EACH REQUIRED TREE SHALL ACCOMPANY THE SUBMITTAL. II. OWNER'S CONSTRUCTION WORK RESPONSIBILITIES: A. CONSTRUCTION RESPONSIBILITIES: THE OWNER WILL BE DIRECTLY RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION INCLUDING ALL LANDSCAPE INSPECTIONS. ALL FIELD MEETINGS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT) TO THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT SHALL BE IN A SUPPORT OBSERVATION ROLE TO THE OWNER (JOB SUPERINTENDENT) PROVIDING INTERPRETIVE ADVICE ONLY IN ACCORDANCE WITH THE OBSERVATION SCHEDULE AS NOTED. B. DETERMINING LEGAL AND PHYSICAL ELEMENTS: OWNER (JOB SUPERINTENDENT) SHALL BE RESPONSIBLE FOR DETERMINING PROPERTY LINES, RIGHT-OF-WAYS, TRACT BOUNDARIES, GRADES, EASEMENTS, UTILITY LOCATIONS (ABOVE AND BELOW GRADE) AND ANY OTHER LEGAL OR PHYSICAL ELEMENTS AS REQUIRED FOR THE SUCCESSFUL COMPLETION OF THE WORK. CONTRACTOR SHALL NOT BE PERMITTED TO PROCEED WITH ANY WORK WITHOUT DETERMINATION OF THE ABOVE INFORMATION. C. ROUGH GRADE: OWNER (JOB SUPERINTENDENT) SHALL PROVIDE ROUGH GRADE TO WITHIN 1/lDTH OF ONE FOOT FROM FINISH GRADE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH GRADE AND DRAINAGE OF ALL CONSTRUCTION ELEMENTS AT SPECIFIED GRADIENT. D. SITE DISCREPANCIES: ALL DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. IT IS THE OWNER'S (JOB SUPERINTENDENT'S) RESPONSIBILITY TO CONSULT THE LANDSCAPE ARCHITECT PRIOR TO ANY FURTHER WORK IN THE DISCREPANCY AREA. ANY UNREPORTED DISCREPANCY AND CONTINUED WORK WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER AND LANDSCAPE ARCHITECT SHALL BE AT THE CONTRACTOR'S RISK AND EXPENSE. E. CONTRACT FULFILLMENT: ALL QUESTIONS RELATING TO INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS, QUALITY OF WORK AND ACCEPTABLE FULFILLMENT OF INTENT OF THE CONTRACT DOCUMENTS SHALL BE DECIDED BY THE OWNER (JOB SUPERINTFNDENT) AND LANDSCAPE ARCHITECT CONCURRENTLY. HI. REQUIRED FIELD OBSERVATION WORK: A. REQUIRED FIELD OBSERVATION WORK; THESE PLANS WERE PREPARED WITH THE UNDERSTANDING THAT THE OWNER OF SAID PLANS WILL USE HRP LANDESIGN TO PROVIDE 'FULL' CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TO USE HRP LANDESIGN TO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE RISK OF LOSS RESULTING, AMONG OTHER CAUSES, FROM MISINTERPRETATION OF THE INTENT OF THE DESIGN, UNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS BEFORE THEY BECOME COSTLY MISTAKES BUil T INTO THE PROJECT. THEREFORE, IN THE EVENT THAT HRP LANDESIGN 15 OTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND HRP LANOESIGN FROM AND AGAINST ANY AND ALL CLAIMS. IV. LANDSCAPE ARCHITEcrs LANDSCAPE FIELD OBSERVATION SCHEDULE: A. FIELD OBSERVATION COORDINATION; THE FOLLOWING OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF THESE PHASES OF WORK 15 AT THE CONTRACTOR'S RISK, WITH ANY REQUIRED CHANGE OR MODIFICATIONS AT THE CONTRACTOR'S EXPENSE. THE OWNER (JOB SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY-EIGHT ( 48) HOURS IN ADVANCE. OF THE PROJECT LANDSCAPE WORK SUCH AS PERSONNEL, SCHEDULE 8. CONTRACTOR ORIENTATION/PRE-CONSTRUCTION MEETING: THIS MEETING SHALL BE CONDUCTED TO DISCUSS THE SPECIFICATIONS, POSSIBLE DISCREPANCIES, SITE CONDITIONS AND OTHER ASPECTS COINCIDE WITH ANY HYDROSEEDING WORK TO BE PERFORMED UNDER AND REQUIREMENTS FOR STARTING WORK. PRIOR TO THE MEETING, CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH SITE CONDITIONS AND THE PLANS, DETAILS AND SPECIFICATIONS. C. WEED ABATEMENT: THIS OBSERVATION SHALL BE PERFORMED AFTER THE WEED ABATEMENT CYCLE HAS BEEN COMPLETED TO REVIEW THE DEGREE OF WEED KILL. D. PLANT MATERIAL APPROVAL, LAYOUT AND FINE GRADE I OBSERVATION: THIS OBSERVATION VISIT SHALL BE PERf"ORMED AFTER PLACEMENT OR STAKING IN THE FIELD OF ALL PLANT MATERIALS PER THE PLANS. CONTAINER PLANTS SHALL BE PLACED ON SITE. BOXED SPECIMENS SHALL BE STAKED AS TO LOCATION, OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT SHALL APPROVE PL.ANT MATERIAL TYPE AND QUALITY; LOCATIONS OF ALL PLANT MATERIAL; BACKFILL MIX AND FINE GRADE PRIOR TO ANY PLANTING WORK. E. PROGRESS/INSTALLATION INSPECTIONS: PERIODIC INSPECTIONS SHALL BE PERFORMED BY THE OWNER (JOB SUPERINTENDENT) DURING CONSTRUCTION OPERATIONS TO INSURE CONFORMANCE TO PLANS AND SPECIFICATIONS. F, PLANT MATERIAL/HYDROSEED/PRE-MAINTENANCE OBSERVATION: THIS OBSERVATION WILL BE PERFORMED TO REVIEW ALL WORK UNDER THE CONTRACT FOR COMPLETENESS. SCHEDULING SHALL THIS CONTRACT. THE OWNER (JOB SUPERINTENDENT) ANO LANDSCAPE ARCHITECT SHALL VERIFY CONFORMANCE OF HYDROSEED MATERIALS AND SEED PRIOR TO APPLICATION, AND PRIOR TO STARTING THE MAINTENANCE PERIOD. G. MAINTENANCE OBSERVATIONS: THESE OBSERVATION VISITS SHALL BE PERFORMED AT THE END OF EACH THIRTY (JO) DAY INTERVAL OF THE MAINTENANCE PERIOD WITH THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT TO INSURE CONFORMANCE WITH THE MAINTENANCE SPECIFICATIONS. H, FINAL OBSERVATION/PROJECT SUBSTANTIAL CONFORMANCE: THIS OBSERVATION VISIT WILL BE PERFORMED TO REVIEW ALL ASPECTS OF THE CONTRACTED WORK PRIOR TO RELEASING THE PROJECT TO THE OWNER. V. SCOPE OF LANDSCAPE WORK: A. BASE SHEETS WERE DERIVED FROM PLANS: PREPARED BY; }~l,__C_9~~_1,1b_T!t-l_G_j:~<,;~_;r;_~~------------- TITLED•.fi0_\!GH GRADING PLAN ______________________ _ DATED: £[~~U}B'.!'._1_9.,__1jlJ_§____ REVtSED:}!/~\/_§_T _ _§.__!_!12.L B. HORTICULTURAL SOILS REPORT: THE HORTICULTURAL SOILS REPORT FOR PREPARATION OF PLANTING NOTES WAS PREPARED BY: SOIL AND PLANT LABORATORY INC. THE HORTICULTURAL SOILS REPORT SHALL BE CONSIDERED PART OF THE LANDSCAPE DOCUMENTS AND IS AVAILABLE UPON REQUEST FROM THE OWNER. C. GENERAL PLANTING NOTES: 1. SITE PREPARATION: PRIOR TO PROCEEDING WITH ANY WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL REMOVE ALL ROCKS, WEEDS, DEBRIS, AND OTHER EXTRANEOUS MATERIAL FROM THE JOB SITE AND DISPOSE OF IT OFF -SITE IN A SUITABLE AND LAWFUL MANNER. 2. PLANTING AREAS: UPON COMPLETION OF ALL IRRIGATION WORK, ALL PLANTING AREAS SHALL BE SPRAYED WITH A SYSTEMIC HERBICIDE; CLEARED ANO GRUBBED OF SURFACE WEED GROWTH; AND SHALL BE WEED FREE PRIOR TO PROCEEDING WITH ANY PLANTING WORK. 3. FINISH GRADE: THE CONTRACTOR SHALL ESTABLISH FINISH GRADE A MINIMUM OF SIX INCHES (6") BELOW THE FINISH FLOOR OF BUILDINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SMOOTH EVEN FINISH GRADES AT BUILDINGS, WALKS, OTHER PERMANENT OBJECTS AND LIMITS OF WORK. ALL CHANGES IN GRADE SHALL BE BLENDED UNIFORM VERTICAL CURVES. ALL AREAS TO BE PLANTED IN TURF SHALL BE SMOOTHED WITH RAKES AND FLOATS TO THE OWNER'S (JOB SUPERINTENDENT) SATISFACTION. OBJECTS SUCH AS ROCKS, DEBRIS, CLODS OR OTHER EXTRANEOUS MATERIAL SHALL BE STOCK-PILED AND REMOVED. 4. DRAINAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR DRAINAGE IN ALL PLANTING AREAS IN ACCORDANCE WITH THE PLANS, DETAILS, AND SPECIFICATIONS AT A MINIMUM 2% GRADIENT. 5. IMPORT SOIL: ON-SITE SOIL SHALL BE USED FOR ALL LANDSCAPE BER"'1S AND MOUNDING. WHEN ON-SITE SOIL IS NOT AVAILABLE, IMPORT SOIL SHALL MEET THE FOLLOWING SPECIFICATIONS: SILT PLUS CLAY CONTENT OF THE IMPORT SOIL SHALL NOT EXCEED 20% BY WEIGHT WITH A MINIMUM 95% PASSING THE 2.0 MM. SIEVE. THE SODIUM ABSORPTION RATIO (SAR) SHALL NOT EXCEED 6.0 MM. AND THE ELECTRICAL CONDUCTIVITY (EGE) OF THE SATURATION EXTRACT OF THIS SOIL SHALL NOT EXCEED J.O MMHOS./CM AT 250C. THE BORON CONTENT OF THIS SOIL SHALL BE NO GREATER THAN 1 PPM AS MEASURED ON THE SATURATION EXTRACT, IN ORDER TO INSURE CONFORMANCE, SAMPLES OF THE IMPORT SOIL SHALL BE SUBMITTED TO THE SOIL LABORATORY FOR ANALYSIS PRIOR TO IMPORT ON SITE. 6. PLANT MATERIAL; ALL PLANT MATERIAL SHALL BE OF A SIZE, CHARACTER AND QUALITY WHICH MEETS THE ACCEPTED INDUSTRY STANDARDS FOR THAT PLANT AND BE FREE FROM INSECTS, THEIR EGGS, DISEASE, WEEDS, OR OTHER DETRIMENTAL CHARACTERISTICS. 7. HANDLING/STORAGE: ALL PLANTS SHALL BE HANDLED AND STORED SO THEY ARE ADEQUATELY PROTECTED FROM DRYIN OUT, SUN, WINDBURN, VANDALISM OR ANY OTHER INJURY. 8. REJECTION OF PLANT MATERIAL: THE OWNER (JOB 7. SECOND WEED SPRAY: DISCONTINUE WATERING PROCESS SUPERINTENDENT) AND LANDSCAPE ARCHITECT MAY REJECT FOR TWO (2) DAYS AND THEN APPLY A CONTACT WEED ANY AND ALL PLANT MATERIAL REGARDED AS UNSUITABLE KILLER AT MAXIMUM LABEL RATES. THE CONTRACTOR AT ANY TIME. SUCH PLANTS SHALL BE REMOVED FROM THE SHALL APPLY THE ABOVE AGENT TO A PLANTING AREA OF JOB SITE IMMEDIATELY AND BE REPLACED AT NO APPROXIMATELY 1,000 SQ. FT. AND THEN EVALUATE ADDITIONAL COST TO THE OWNER. EFFECTIVE COVERAGE OF WEED SPECIES INVOLVED, THE CONTRACTOR SHALL MAKE APPLICATION ADJUSTMENT SUCH 9. PLANTING: ALL PLANT MATERIAL SHALL BE AS SPECIFIED AS THE INCLUSION OF AN ADDITIONAL SPREADING AGENT AND PLANTED AS DETAILED AND NOTED HEREIN. OR SPRAYING TECHNIQUES IN ORDER TO MAXIMIZE THE EFFECTIVE USE OF THE CONTACT WEED KILLER AS 10. GROUNDCOVER PLANTING: ALL GROUNDCOVER AREAS NOTED SPECIFIED ABOVE. ALLOW A MINIMUM OF FOUR (4) DAYS ON THE PLANS SHALL BE PLANTED WITH ROOTED CUTTINGS WITHOUT IRRIGATION FOR EFFECTIVE, FINAL WEED KILL. FROM FLATS IN STAGGERED ROWS CONTINUOUSLY UNDER TREES AND SHRUBS AT THE SPACING INDICATED ON THE 8. CLEAN-UP: MANUALLY REMOVE ALL WEEDS FROM THE WORK PLANS. AREA AND CONTINUE PLANTING PROCESS AS NOTED AND 11. SOIL PREPARATION: ALL PLANTING AREAS TO RECEIVE DETAILED. GROUNDCOVER FROM FLATS AND/OR TURF (EXCEPT GROUNDCOVER AREAS ON SLOPES .3; 1 OR GREATER) SHALL Vl'I. HYDROSEED WORK RECEIVE THE FOLLOWING AMENDMENTS PER 1,000 SQ.FT. 1. SEEDMIX; THE APPROPRIATE SEEDMIX AS LISTED BELOW AND SHALL BE UNIFORMLY BLENDED INTO THE UPPER AND THE APPROPRIATE WATER VOLUME SHALL BE MIXED IN SURFACE SOIL TO A DEPTH AS REQUIRED IN THE THE HYDRO-SEEDING MACHINE WITH EACH OF THE HORTICULTURAL SOILS REPORT. SPECIFIED COMPONENTS TO ALLOW FOR A HOMOGENEOUS AMT./1000 SQ, FT. SLURRY, WHICH IS THOROUGHLY MIXED AND CAN BE APPLIED EASILY WITHOUT CLOGGING THE HYDROMULCHING PENDING FINAL HORTICULTURAL SOILS TESTING MACHINE. 12. BACKFILL MIX: BACKFILL MIX AROUND ALL CONTAINER PLANT MATERIALS SHALL CONSIST OF THE FOLLOWING UNIFORMLY BLENDED MATERIALS: PENDING FINAL HORTICULTURAL SOILS TESTING A. SEEDMIX 'l'l' Gl'lADED PADS NURSECROP /OVERSEED: 13. PLANTING TABLETS: AS INDICATED ON THE DETAILS, PLANT TABLETS SHALL BE 'GRO-POWER' PLANTING TABLETS 12-8-8 (7 GRAM OR EQUAL) AND SHALL BE FURNISHED IN ALL SHEET GRADED PAD AREAS FLATTER THAN 6: 1 NOT SCHEDULED FOR IMPROVEMENTS SHALL RECEIVE SEEDMIX " WITH THE FOLLOWING COMPONENTS ON A PER ACRE BASIS: THE FOLLOWING RATES. PLANT TABLETS SHALL BE PLACED AT THE TOP OF THE ROOTBALL, APPROXIMATELY TWO INCHES (2") FROM ROOT TIP AT EVEN SPACING AROUND THE PLANT. A. THREE (3) TABLETS PER ONE (1) GALLON CONTAINER 8. NINE (9) TABLETS PER FIVE (5) GALLON CONTAINER C. FIFTEEN (15) TABLETS PER FIFTEEN (15) GALLON CONTAINER D. SIXTEEN (16) TABLETS PER TWENTY INCH (20") BOX AND TWENTY-FOUR INCH (24") BOX E. TWENTY (20) TABLETS PER THIRTY INCH (JD") BOX AND THIRTY-SIX INCH (36") BOX F. TWENTY-TWO (22) TABLETS PER FORTY-TWO INCH (42") BOX AND FORTY-EIGHT INCH (48") BOX G. THIRTY-SIX (36) TABLETS PER SIXTY INCH (6Cl") BOX H. FORTY-FIVE (45) TABLETS PER SEVENTY-TWO INCH (72") BOX I, FORTY-EIGHT (48) TABLETS PER EIGHTY-FOUR INCH (84") BOX 14, VINES: ALL VINES SHALL BE PLANTED AS HAVE PER THE SHRUB/VINE PLANTING DETAIL AND SHALL THE WOOD SUPPORT STAKE CAREFULLY REMOVED WITHOUT DAMAGE TO THE PLANT OR ROOTBALL. A, WOOD FENCES: ALL VINES SHALL BE ATTACHED TO WOOD FENCES WITH GALVANIZED NAILS OR GALVANIZED EYE-SCREWS AND HEAVY DUTY VINE TIES, WITH A MINIMUM OF FIVE (5) LOCATIONS PER EACH FIVE (5) GALLON VINE AND TEN (10) LOCATIONS PER EACH FIFTEEN ( 15) GALLON VINE. 8. MASONRY WALLS: ON MASONRY WALLS, USE ADHESIVE TYPE VINE SUPPORTS WITH SILICONE ADHESIVE ANO 2. 3. MIN.% BOTANICAL NAME COMMON NAME PURITY /GERMINATION LBS/ACRE LASTHENIA CALIFORNICA PLANTAGO OVATA GOLDFIELDS WOOLLY PL.AINTAIN 50/60 98/75 TOTAL HYDROMULCH MATERIALS:•(FOR BID PURPOSES ONLY, PENDING FINAL A. HYDROMULCH MATERIALS SHALL CONSIST OF THE FOLLOWING COMPONENTS ON A PER ACRE BASIS: •300 LBS. UREAFORM (.38-D-0 WIN 27%) •JOO LBS. IS0-20-2D •JOO LBS. AGRICULTURAL GYPSUM •125 LBS. SOIL SULFUR 200D LBS. NATURAL WOOD CELLULOSE F"IBER MULCH 120 LBS. 'M' BINDER TESTING SPECIFICATIONS: THE CONTRACTOR'S SEED SUPPLIER SHALL PRO\/IDE TEST DATE FROM EACH BATCH OF SEED SUPPLIED ON THE PROJECT. THE FOLLOWING MINIMUM CRITERIA SHALL BE MET. A. ALL SEED VARIETIES SHALL HAVE A MINIMUM PURE/LIVE SEED COUNT OF EIGHTY-FIVE PERCENT (85%) BY WEIGHT. B. 2.5 5.D 7.5 SOILS TEST) D. WEEDING: ANY CONCENTRATED DEVELOPMENT OF WEED GROWTH THAT MAY APPEAR IN PLANTING AREAS DURING THE MAINTENANCE PERIOD SHALL BE REMOVED AT TEN ( 10) DAY INTERVALS. THE CONTRACTOR SHALL REMOVE SUCH CONCENTRATIONS OF WEEDS INCLUDING THEIR ROOTS BY HAND OR IN A MANNER ACCEPTABLE TO THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT. NOTE: CULTIVATION OF GROUNDCOVER IS NOT ACCEPTABLE. E. RODENT CONTROL: THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO ELIMINATE ANY RODENTS ENCOUNTERED ON SITE. F. CLEAN-UP: DURING THE COURSE OF THE MAINTENANCE WORK, THE CONTRACTOR SHALL REMOVE SURPLUS MATERIALS AND DEBRIS FROM THE SITE AND SHALL KEEP THE PREMISES IN A NEAT AND CLEAN CONDITION AT ALL TIMES, G. PROTECTION OF LANDSCAPE: DURING THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF ALL PLANTING AREAS. ANY DAMAGED AREAS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. H, RE-HYDROSEEDING; THE CONTRACTOR SHALL RE- HYDROSEED ALL HYDRDSEED AREAS ERODED OR NON- GERMINATING AT THE END OF EACH THIRTY (30) I, 9. DAYS OF MAINTENANCE. FINAL ACCEPTANCE: WILL BE GIVEN AT THE END OF THE MAINTENANCE PERIOD FOR ALL PLANTED AREAS ONCE HYDROSEED GERMINATION HAS OCCURRED ANO ESTABLISHMENT HAS BEEN OBTAINED. HYDROSLURRY APPLICATION: HYDROSLURRY SHALL BE APPLIED TO SLOPE WITHIN TWO (2) HOURS AFTER MIXING OR THE ENTIRE HYDROSLURRY MIXTURE SHALL BE DEEMED UNACCEPTABLE. 10. GERMINATION STAGE IRRIGATION: APPROXIMATELY TWENTY-FIVE (25) HOURS AFTER HYDROMULCHING THE PLANTING AREAS, THE WATERING SEQUENCE SHOULD BE INITIATED. THE WATER SHOULD BE LEFT ON LONG ENOUGH TO MOISTEN THE SOIL THOROUGHLY TO THE DEPTH OF THE FIBER TAKING CARE NOT TO SATURATE OR TO WASH THE 11. FIBER OR SOIL PARTICLES OFF THE SLOPES. THE CONTRACTOR SHALL REPAIR ALL SEED WASHING OR EROSION AT HIS OWN EXPENSE. FURTHERMORE, IT MUST BE BROUGHT TO MIND THAT THE FIBER AND SEED MUST BE IRRIGATED LIGHTLY AND FREQUENTLY TO MAINTAIN OPTIMUM MOISTURE CONTENT FOR MAXIMUM GERMINATION. AT ALL TIMES, THE IRRIGATION SYSTEM MUST BE OBSERVED WHILE IN OPERATION. IRRIGATION SEQUENCE MUST BE DETERMINED BY AIR TEMPERATURE, PREVAILING WIND VELOCITY, SOIL TEXTURE, ORIENTATION AND OTHER LOGISTICAL PROBLEMS. IT IS IMPERATIVE THAT THE SOIL BE KEPT MOIST AT ALL TIMES DURING THE GERMINATION PERIOD. THE LIGHT, FREQUENT IRRIGATION SEQUENCE SHOULD CONTINUE UNTIL THE SEEDLINGS HAVE GROWN BEYOND THE GERMINATION STAGE. ESTABLISHMENT STAGE IRRIGATION: THE IRRIGATION SEQUENCE (FREQUENCY) SHALL BE REDUCED WHILE THE DURATION OF EACH WATERING CYCLE SHALL BE INCREASED. A SPECIFIC WATERING PROGRAM SHALL BE REVIEWED WITH THE OWNER (JOB SUPERINTENDENT) BUT SHOULD APPROXIMATE WATERING ONCE A DAY THROUGH COMPLETION OF THE MAINTENANCE PERIOD. HEAVY DUTY VINE TIES. ON MASONRY WALLS, INSTALL A MINIMUM OF FIVE (5) LOCATIONS PER EACH FIVE (5) GALLON VINE AND TEN ( 10) LOCATIONS PER EACH FIFTEEN ( 15) GALLON VINE. NOXIOUS WEEDS SHALL NOT EXCEED FIVE TENTH OF ONE PERCENT (.5%) BY WEIGHT FOR ANY SEED VARIETY OR PER ENTIRE SEEDMIX. IX. SPECIAL PLANTING NOTES: VI. WEED ERADICATION NOTES FOR HYDROSEEDED SLOPES: 1. WEED ERADICATION PROCEDURES: ALL SLOPE PLANTING AREAS DESIGNATED ON THE PLAN TO BE HYDROSEEDED SHALL RECEIVE THE FOLLOWING WEED ERADICATION PROCEDURES AFTER THE IRRIGATION SYSTEM HAS BEEN INSTALLED AND ACCEPTED AND AFTER ALL BOXED AND FIFTEEN (15) GALLON TREES HAVE BEEN INSTALLED AND ACCEPTED, BUT PRIOR TO THE INSTALLATION OF ONE ( 1) AND FIVE (5) GALLON TREES, SHRUBS, GROUNDCOVERS AND HYDROMULCH SEEDING. 2. CLEAN-UP: MANUALLY REMOVE ALL EXISTING VEGETATION AND DISPOSE OF IT OFF -SITE IN A SUITABLE AND LAWFUL MANNER. 3. FERTILIZER: FERTILIZE ALL PLANTING AREAS WITH A COMMERCIAL FERTILIZER AT THE RATE AS FOLLOWS AND BEGIN THE WATERING PROCESS. 6 LBS/1,000 SQ.FT. 16-6-8 (FOR BID PURPOSES ONLY, PENDING HORTICULTURAL SOILS REPORT) 4. INITIAL WATERING PROCESS; WATER ALL PLANTING AREAS THOROUGHLY AND CONTINUOUSLY FOR A PERIOD OF THREE (.3) WEEKS. THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT SHALL APPROVE A SPECIFIC C. INERT MATERIAL SHALL NOT EXCEED EIGHT PERCENT (8%) BY WEIGHT OF EACH OF THE SEED VARIETIES OR THE TOTAL SEEDMIX. 4. TEST DATA: LABORATORY SEED TESTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. TEST DATE SHALL BE SUPPLIED TO THE OWNER/JOB SUPERINTENDENT AND LANDSCAPE ARCHITECT PRIOR TO ANY HYDROSEEDING OPERATION USING THAT SEEDMIX, 5. SEED PACKAGING: ALL SEED SHALL BE DELIVERED TO THE SITE IN SEALED BAGS. EACH SEEDMIX SHALL BE PACKAGED SUCH THAT EACH SEED TYPE IS BAGGED SEPARATELY AND IN THE CORRECT PRE-WEIGHTED PROPORTIONS FOR THE SEEDMIX. 15. OBSERVATION: ALL SEED SHALL BE MIXED AT THE SITE UNDER THE OBSERVATION OF THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT AS IT IS PLACED IN THE HYDROSLURRY TANK. 7. GUARANTEE: LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE QUALITY OF ALL LABOR AND MAT[RIALS AS PROVIDED BY SUBCONTRACTORS AND SUPPLIERS, INCLUDING SEEDMIX, HYDROSLURRY INGREDIENTS AND THEIR APPLICATIONS. !!. PRESOAKING SEED: SEED NOTED TO BE PRE-SOAKED SHALL BE DONE SO IN CLEAN POTABLE WATER FOR 12 CONSECUTIVE HOURS PRIOR TO HYDROSEEDING. AFTER SOAKING IS STARTED, SEED THAT DRYS OUT WILL BE DEEMED UNACCEPTABLE. WATERING DURATION AND FREQUENCY PROGRAM DESIGNED TO VIII. GERMINATE ALL RESIDUAL WEED SEEDS. ESTABLISHMENT MAINTENANCE NOTES 5. 6. FIRST WEED SPRAY: DISCONTINUE WATERING PROCESS FOR TWO (2) DAYS AND THEN APPLY A CONTACT WEED KILLER AT MAXIMUM LABEL RATES. THE CONTRACTOR SHALL APPLY THE ABOVE AGENT TO A PLANTING AREA OF APPROXIMATELY 1000 SQ, FT, AND THEN EVALUATE EFFECTIVE COVERAGE OF WEED SPECIES INVOLVED. THE CONTRACTOR SHALL MAKE APPLICATION ADJUSTMENT SUCH AS THE INCLUSION OF AN ADDITIONAL SPREADING AGENT OR SPRAYING TECHNIQUES IN ORDER TO MAXIMIZE THE EFFECTIVE USE OF THE CONTACT WEED KILLER AS SPECIFIED ABOVE. NO IRRIGATION WATER SHALL BE APPLIED FOR A MINIMUM OF FOUR (4) DAYS FOLLOWING APPLICATION OF THE CONTACT WEED KILLER. SECONDARY WATERING PROCESS: WATER ALL PLANTING AREAS THOROUGHLY AND CONTINUOUSLY FOR A PERIOD OF THREE (3) ADDITIONAL WEEKS, A SHORTER WATERING PERIOD MAY BE PERMISSIBLE AT THE DISCRETION OF THE OWNER (JOB SUPERINTENDENT) IF HE SO DETERMINES THAT GERMINATION OF THE BALANCE OF WEED SEEDS IS SUFFICIENT FOR AN EFFECTIVE KILL. 1. ESTABLISHMENT MAINTENANCE PERIOD: THE MAINTENANCE PERIOD SHALL COMMENCE UPON THE OWNER'S WRITTEN APPROVAL OF ALL PHASES OF PLANTING INSTALLATION AND SHALL BE FOR THE PERIOD OF TIME AS FOLLOWS: NINETY(90) CONTINUOUS CALENDAR DAYS 2. MAINTENANCE PROCEDURES: A. GENERAL: THE GENERAL CARE AND MAINTENANCE OF ALL AREAS SHALL CONSIST OF PROPER WATERING, FERTILIZATION, WEEDING, RODENT CONTROL, CLEAN- UP AND AS NOTED BELOW. B. GROUNDCOVER FROM FLATS WITHOUT OVERSEED: APPLY PRE-EMERGENT HERBICIDE AT THE START OF MAINTENANCE IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. C. FERTILIZATION: MAINTENANCE WORK SHALL INCLUDE FERTILIZATION WITH THE FOLLOWING FERTILIZER AT THIRTY (JO) DAY INTERVALS AFTER PLANTING. PENDING FINAL HORTICULTURAL SOILS TESTING AGENCY SUBMITTAL #3 9/23/97 ~=,.......,======.--.======-----·---·· ASL CONSULTING ENGINEERS !''~-~~: __ g __ _ PLAN CONTROL Date: ~/23/~, A. SPECIAL PLANTING NOTES 1. REFER TO WRITTEN SPECIFICATIONS 2. REFER TO THE PLANTING DETAILS SHEET FOR ALL INSTALLATION DETAILS AND SPECIAL PLANTING NOTES J. REFER TO THE LANDSCAPE CONSTRUCTION PLANS FOR ALL EXISTING STREET IMPROVEM£NTS, UTILITY AND CONSTRUCTION FEATURE REFER£NCE 4. REF£R TO THE CIVIL £NGINEERING PLANS FOR ALL GRADING AND DRAINAGE WORK ASSOCIATED WITH THE PLANTING WORK 5. ALL TREES DESIGNATED ON THIS PLAN SHALL RECEIVE A ROOT GUARD BARRIER PER THE PLANTING DETAILS AND SPECIAL PLANTING NOTES 6. TURF: THE AREAS DESIGNATED ON THE PLANS TO BE TURF SHALL BE HYDROSEEDED WITH THE FOLOWING PER 1000 S.F.: 10 LBS OF 100% MARATHON II SEED 7. MULCH: FINE SHREDDED BARK 3" THICK. INSTALL IN ALL NON-TURF AREAS LESS STEEP THAN .3: 1. PROVIDE SAMPLE TO OWNER/LANDSCAPE ARCHITECT PRIOR TO SUB!AITTAL TO CITY INSPECTOR FOR APPROVAL AND PRIOR TO BULK DELIVERY TO SITE, 8. ROOT GUARD PROVIDE ROOT GUARD BARRIER ON ALL TREES INDICATED PER THE PLAN AVAILABLE FROM DEEP ROOT CORPORATION 15040 GOLDEN WEST CIRCLE WESTMINIST[R, CA. 92683 TELEPHONE: (714) 898 -0563 9. TRUNK BARRIER PROVIDE TREE TRUNK ARBOR -GUARD ON ALL TREES WITHIN TURF AREAS. AVAILABLE FROM DEEP RDDT CORPORATION 15D40 GOLDEN WEST CIRCLE WESTMINISTER, CA. 92683 TELEPHONE; (714) 898 -056J 10. MAINTENANCE PERIOD MAINTENANCE PERIOD SHALL COMMENCE UPON THE OWNER'S WRITTEN APPROVAL OF THE INSTALLATION WORK AND SHALL CONTINUE FOR NINETY (90) CONTINUOUS CALENDAR DAYS 1 1 • JUTE PRODUCT BELTON IND.-ANTI-WASH/GEO JUTE 'SMOLDER RESISTANT' (BROWN) AVAILABLE THROUGH: BUTLER'S MILL PHONE NUMBER (619) 263-6181 SEE SHEET 26 FOR CITY OF CARLSBAD HORTICULTURAL SOILS REPORT REQUIREMENTS AND COPY OF ACTUAL HORTICULTURAL SOILS REPORT. HRP 1----+----+--------------+--r---1-----r----, I sH!ET I ~c_I_n __ o_F __ c_A_R_L_s_B_A_o_ fTHffisl0 <> _ PLANNING DEPARTMENT ~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. LAN DESIGN ~ ~y·=i:• ~D9CAPB ARCHITIICnlltAL PLUII 1'011.: APPROVED MARRIOTT'S BRIGHTON GARDENS CARLSBAD PLANTING NOTES (714) 567-5862 tE'4083 1--.... -..... -... -.. .:: • ..:..,.:. .... -= .. ::..,--=.= .. =-:....:~n,=co= •• -.. -LA-w~{1_---::--:-:~-::----i-.,,~c:~-:-:~---1-71.a~---_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-+1---=-~-=--=----+l-~-:-:~-=--:-:---+r-_--;;:-~~-;;--_-ir-~~~-;~~--t7 ~AS=S=IS=T=•·=·=•=LA="::;"";IN=G=D=IR=EC=T=DR::::=======::;--;;:.-=-=-=-=-=-=-==~ coi-v,agm A"D OTHE-. PftQf'EflTY ft10K11i IN ffl[R'. f'LANS, 0.4.TE IMltlAL DATE lt,jlTIAL DATE IMITIAL OWN BY: ...A.K..._ CHKC BY:L.J.._ RVWD BY:.l!J!....._ THESE PLANS ARE NOT TO BE PRODUC~~._~l!AN(f[!)LOi -l---~---1 ~l'{•1},1• .. -~:to "fo "t"ri~:. ~im'°'~..\'f"r1~ ENGINEER OF WORK REVISION OESCR I PTI ON 2f.A1,"lll8c!llf •• ""ITTEN P[RMl$SION AND CONSENT or OTHER APPROVAL CITY APPROVAL PROJECT NO. CUP 88-19 SOP 98-10 C.M.W.D 96-C.446 ,' I I I ,' I I I I I I I I I I I I I I 'I I I I I I I I I I I I I _/_ I I I I r I - ----- I - EXISTING COMMERCIAL / OFFICE N.AP. '=-·=--~~--~----~-~ ~ ~=----~~ ~-~~- \ I I I I APPROVED FOR PL AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 40' EASEMENT ON A LOT 387 TO BENEFIT SUBJECT PROPERTY RECORDED AS FILE NO. 82"66667 O.R. FOR ACCES& SLOPE EXCAVATlON AND LANDSCAPING (PER PR 13206) / / / AGENCY SUBMITTAL #3 9/23/97 CONSTRIJCTION NOTES: I. THIS PLAN 15 FOR THE t='URPOSI:: 01" HORIZONTAL CONTROL (5TAKIN6) OF C,ONSTRUCTION FEATURE5 NOT LOCATED SY THE CIVIL EN6INEERIN6 AND ARCHITECTURAL Ol'il.Al'ilN65; AND THE C.ON5T~TION REFERENCE OF SITE C.ON5TRIJCTION FEATIJRES DETAILED HEREIN. 2.VERIFY (IN THE FIE:LD) VERTICAL CONTROLS OF ALL C.ON5TRIJC. TION FEA TIJR!:S AS SHOl'IIN ON THIS PLAN PRIOR TO SUILDIN,S, l'IIALLS AND POURINcS-CONCRETE FLATl'IIORI< 5.ALL CALLOUTS AND DIMENSIONS TYPICAi. FEit SHEET. -4.ALL ANcS-LES ARE AT "10° UNLESS NOTED OTHERl'III SE. 5. REFER TO C.ONSTRUC,TION l"EATURE REl"ERENCE LE6END. FOR ALL C,ONSTl'tUCTION GALLOUTS, ALL c.oNSTRIJC,TION ITEMS ARE GALLED OUT PER SHEET TYPIC.AL. 6. RADIUS DIMENSION!:> ARE SHOl'IIN l'IIITH C.ENTER POINT AND l"IITH DIMENSION OUTSIDE OF RADIUS. ~ CP-C.ENTER POINT OF C.IRCLE ( + GP 1. S!"OT ELEVATION Ll::61::ND, () EXIST. PER C,IVIL !:Ne!,, 1"5 FINI SH SURF Ac.E TJl'I TOP AALL TS TOP OF STS" TP TOP OF PILASTEIII!. T6 TOP OF 6RATE HP H16H POINT FL FLOl"ILINE cS-F 6AAA6E FLOOR &. PAYINcS-JOINTS PER DETAIL 'D', SHT. LG-S EXPANSION JOINT ----- TOOLED JOINT --- SN-IC.UT JOINT ---5 "I. SAMPLES, PROYIDI= SAMPLES OF ALL c.oNGRETf! PAYIN6, SCALE 1• = 20'-o• 0 1 I I I I I I I I 1---~ UTILITY TREE COORDINATION NOTE, NOTE, ROUTE UTILITY LINES AAAY FROM PLANTi,t5 Jl'IITH TREES. DO NOT PLANT TRl:ES l'IIITHIN 5' OF 6ELOl"I 6RADE UTILITIES. USE ROOT 6ARRIERS ON ALL TREES l"IITHIN 10' OF 6ELOJl'I 6RADE UTILITIES. HANDICAP AC-C-E55 -A.D.A. REQUIREMENTS, PROVIDE HANDIC.AP Ac.C.ESS A5 REGLJIRED F~ THE PARKINcS-LOT TO ALL SUILDINcS-ENTRIES AND EXITS, PER THE ARCHITEC,T AND C.IYIL E:N6INEERS. 5YM60L DESC.RIPTION □ LA=~~~IN FLOl"ILINE5 +.,,. Hl6H POINT HRP fsH._EETl CITY OF CARLSBAD I SHEETS I t====j====~t==============================t====+====+====~t===~ L...!_J PLANNING DEPARTMENT 30 L.UllllC.tPII il.ClllTIIC'lULU. PIANI !'Oil: ·---~ -----=:. .. ....:......---- LANDESIGN ......... ~ MARRIOTTS BRIGHTON GARDENS CARLSBAD l-1-===±===±=======================~===~~==~~==j~==~ S======CO~N';;S:;::T~R::::UC:::T:::IO=N::::::P:c=LA=N="Sc::==== APPROVED 11142 tw.J.ADO.Y • am :IOI ~~CA.llffllll L--~(714~) ~55~7~-5815~2:_!'fE-4083~~-----ti-_-_-_-_-J~-----~-tjif~~------~---~~-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=j+=_;;;j-t=_;;;;+-=;;;-+r=;;;l--j ~-"'=S=IS=-TAN=-T=-P=-""=--"~==========,-;~~~~DA=TE """ ,_.. DPIICSSLr RESffllCS ITS --LJ,.W 1,-D,t,Tt INITIAL DATE INITIAL OWN BY,....lll..... PROJECT NO. DRAWING NO, COP'IIIIOHT ... OTHER _,.,. """"' .. TIIESE PU.NS. DATE INITIAL CHKD BY·. T' CUP 96 19 TffESE PWOS .. , "°'TO., "'°"UCED, CHMIGEO"" VISION DESC"IPTIOM _...._ " COPIED '" ••• ""'M OR ..... ,. WIIATSOMR, Noli ... RE " OTHER APPROVAL CITY APPROVAL RYWD BY:....IIR. SOP --10 THEY TO B[ ASSIGNED TO A ffllRD PARTY WffllDUT FIRST ENGINEER or WORK c,v-OBtAININO TH£ WRITTEM PERMISSION ANO CONSDiT or t,IIP LANMSIGN. C.M.WD96-C.448 CONSTRUCT FENCE ON P.L. <ii> TOP OF SLOPE 5YMl!IOL. NO. [ I I I 0 \,.:.., Jl1[ '? -.:;,, * fe" \J A '4' ~' I..:) -;:::--l's" l,.:,i "'-~ jg!,,.,,, (,\ \J ~ © (o) 0 e rt, 11 1 \.'.'.,I © 12 ...__, @ Q:) T ' "==' 14 ...__, --15~ ..._,, "'. @ ') ,,~ ...__, ODD 1e,"' ...__, ----lq~ --.._, --::.o --'---' ----------------------------------- - ,...11 NI.D PA ~rt--=-m~=J;l~ 14' II V.l'--'-l-'f--+..l!-1.t111 "11.Q o•¥.l+l~W~=,hlll~ 01:9Gl'tlt"TION D!:T A IL. i!Hl!!l!!T 14" THICK NATIJl'(AL. o5Rl:Y Fer::>1!5TIOI.IAN A 2e l"Av'IN<So i"I/ Ml::DIUM eMQM flN. l4• THICK NAT\!RAL ~ F'EOl:5Tll!IAN PAv'l\i5 l'V Ml=l'IUM ~Ht:illL.A!IT FIN. A 2e -"" THICK IN~I. (;()i.o,t. P~P!STil!.IAN A 2e C.ONC,. PAVIN6 l'V :r-o• 5Al"I 0.JT .JOINTS O -45' 4 4 = !!>ANDIN<S NOTE~ 5 l'V MEDIUM SANDeLAST FIN. FOl'l Fll!LD I M!:DIUM MOOM FIN. FOR 6ANDIN6 T' n,1,:;i,:_ INTEl5RAL COLOR Ya-ilc;LILAflt ,:;oN,:;, f'AvlNe 1"1/ 5'-0" = ..IOINT5 !!l 2e • 4'' 4 1"1/ M~IIJM 5ANDl!ILAST FIN. "1" Tlslc;I<:. NA~ iSREY vEHlc;LILAR e 2& C.ON,:;. BAND l'V L.16HT 5ANDeL.A5T FIN, !TYPICAL FAVIN<!I JOINT D 21!> :!!'-6" Ml6M t!!AIV"l!R RAIL l'V 4'-6" C;J:) 2'1 Ml6H MA90NRY l"IL.ASTEII!. 10' l'IIIDE Oouet..E CA¾AOI: 1"11!.1! CA!\T NOTES 5 FOUNTAIN IN ALZMl:Mll:R COURT. SET Ot .,1... pAn. 10' 1'11101: SMALL f'll!.I: CAST F'O\-"ITAIN :._;;EMENTIA 6ARDEN, SET ON NOTP.:5 5 t,'-0" Hl,S,H DeMENTIA <!,A~ ll'IALL FIN. TO MAT,:;1-i ARC,HireG,lURl=. ec 2& U...,I -!Al.A.I I '2" FCl,,I.A i::::.J 'P ,,,ll...l.C. 12' OCTA601>1.'-L ..-&OOD ~AZeeo IN Nares 5 Si<ILLl:D NIJl'I.SIN6 COUR.T PRl=CAST CONC. POTS NOTES 5 TRASH 11!.P!Cl!:FT AGLf:: NOTe:5 5 M!TAL e= NOTES 5 SHOVP!L c;LIT t,'-0" Hl15H TlJl!lULAflt 5Tl:l!:L l"!!Nc;!! A 2" 6'-0" HI.SH TUeULAII!. STl:1:1. '9-ATE e :;!'I 2' SGI. ,:;oNC,. 5Tl:l'f"IN6 l"ADS NOT~ , 2' v'E:+-tlc;uLAflt OVE!ltl-iAN6 -- :;?'-0" Hle;ts snx;,:;o ,:;oN,:;RETE SEAT F 2& ll'IALL 1'111 TI, GONCfltETE GAP -------------------------------------------/ --------· ------- ,,,,.,.,,.,,,~-~~ ~ -------------- -------------- PA. LNli 111,D IWll NI.D ~ .. -_-~-------- ------- R4'-0" PA. .... C,ON!iUL TANT l"EATIJflt.E REl"'ERl::NCE LEISEND !,YMl!!IOL. NO. r::>ESC::.RIPTION 5YM!!lOL L 0 EXl!>TIN6 Cl.J!l'.fl AND/OR ,S,UTTER f"ER ----Clv'IL ~-PL.AN (VERIFY) C ....._____, ~ EXISTIN6 CORNER GUT-OFF AND ~ HANDICAP AAMI" PER Clv'IL EN<9. FLAN (VERIFY) +H,- 4-@ EXISTIN6 DROP INI..ET COVER FER C-lv'IL EN,s,. PLAN (VE:RIFY) F~3:'. G CONCRETE l"IALK PER Clv'IL EN,S,. PLAN (v'ERIFY) -~p ~ TYPIC-AL 1-11,S,Hl"OINT t FLOY'ILINe AT 2% MIN. PER Clv'IL EN6. PLAN w • ~ AREA DRAINS AND DAAINL.INE PER CIVIL. EN6. PLAN (VERIFY) IYU 12] EXISTIN6 l"IALLS C.OLUMNS AND PILASTERS PER ARCHITECTS PL.ANS (v'l::RI FY) JTL [] PARKIN6 LOT LAYOUT, STl'!.IPIN6 & <!>RADIN6 PEI'!. CIVIL. ENtS-. PL.AN IE) El l"IATER Mf:Tl:R Pf:R Clv'IL Et-16. PLAN □ @J TELEPHONE e,Ae1NET □ E] CA!!I-L.I:: TV !!I-OX □ E] ELECTRICAL UTILITY CAelNET PER CIVIL. EN<S-. PL.AN Q ~ FIRE HYDRANT PER CI v'I L EN,S.. PL.AN 0 ~ DETECTOR CHECK il't/ METER PER Clv'IL EN6. PL.AN ~ ENTRY MONUMENT PER ARC.MITECT'S PLAN / ~ CORNER Sl(:;HTLINE Sl::T6Ae,K / PER CIVIL EN6INEER'S PLANS. • AND9CAl"P! Afltl!:A DRAIN l"LOll'll.lNES Ml'9H POINT - ----------- ' I ' -+- I f"A. - l'"A. ' ' 4--- CJ) w n:: w > _J w 0 -- -------·· .. l'"A. SD-·-._ \ '-. .... -,,.,,.. () ' R.4'-0" Rb'-0" •, Rb R22'-0' □ ·-o MATCHLINE SEE SHEET 8 CON5~CTION NOTl::5: I. TMIS PLAN IS FOR TH!: ~OM: 01" HOllllZONTAI. CONTROi.. (STAKlt-16) 01"' CONSTRUCTION l"EATURES NOT LOCATED BY THE Clv'IL ENe,INEERIN6 AND ARC,Hl'Tl=C,TUR.A.L r::>RAl"IIN65; AND THE GON5TRI./C.TION REFERENCE OF SITE C-ONSTRI.IC,TION fEATURES DETAILED HEREIN. 2.v'l::RIFY (IN THE 1"11::LD) V!:RTICAL C.ONTROLS 01" Al.I.. CONSTl'tl,JC,TION FEA~S A5 SHOl"IN ON THIS PLAN 1""1llOR TO etJIL.DIN6 l"IAL.L.!:> AND POURIN6 CONCRETE FLAT~RK !I.ALL CALLOUTS AND DIMl::NSIONS TYPICAL PER SHEET. 4.ALL AN6LES ARE AT .. 0. UNL.E$S NOTED OTHERJIIIISI;;. !S. REFER TO GONSTl'WGTION F'EATU"'-E REF'El'tl!:NCE L.1!!6e!ND. FOR ALL CONSTRUCTION CAI..LOUTS, ALL CONSTIWCTION ITEMS ARE CALLEO OLJT PER SHEET TYPICAL. 6. RADIUS DIMENSIONS ARE SHOl"1N 1"1ITH CENTER POINT AND 1"11TH DIMENSION OUTSIDI:': OF l'!.ADIUS. ~ Cl'"-C!!NTER l"'OINT 01" CIRCL.i!'; ( + Cl'" 1. !SPOT ELl!!v'ATION L.EISB<D, () F'S f'INl!!IH !,U!ltFAe,E Tl"1 TOP YIIALL TS TOP Of !:,T!::f" TP TOI" OF l"IL.ASTl!!R TIS HP FL. c!,F EXl!>T. ~ CIVIL EN6. TOP OF ,S.l'ii.ATE Hl6H POINT FL.OY'ILI NE 6AR.A6E FLOOR t,. PAVIN6 .JOINTS 1'"1:"'-c:>l!!TAIL. 'Cl', !!IHT. L.C-!I EXPAN!:,ION .JOINT ----- TOOLEO JOINT SAll'ICUT .JOINT ----!, "'!. SAMPLE!,, Pl'!.Ov'IDE !SAMl'"L.l::!S OF AL.L. CONCtlt.l=TE PAVlt-16. UTILITY TREE COORDINATION NOTE, NOTE, t<IOUTE UTILITY LINES Ai"tAY Ft<IOM PLANTER!> 1"1ITH TREES. DO NOT PLANT TREES 1"11THIN S' OF 6ELOl"1 6AADE UTILITIES. USE ROOT SARRIERS ON ALL TREES 1"1ITHIN 10' OF BELOl"1 61'!.ADE UTIL.ITIE5. HANDICAP ACCE55 -A.D.A. REGIUIREMENT5: PROVIDE HANDICAP A.Cc.ESS A5 REQUIRED FROM THE PARKIN6 LOT TO ALL BUILOIN6 ENTRIES AND EXIT!:,, PER THE ARCHITECT ANO CIVIL EN6INEERS . AGENCY SUBMITTAL #3 9/23/97 ASL CONSULTING ENGINEERS Plan Set: q PLAN CONTROL O.te: "1/23/"11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. SCALE 1• = 20'-0• 0 1 2 I I I! I I II I I HRP l-----+----+--------------+----+--l----+---11 SH~ET I CITY OF CARLSBAD I SH30EETS I :===:'....'::===P=LA=NN=l=N=G~D~E=P~4RT~M~E=NT~==:::'...:::::=:::::: LAN DESIGN llm. ARCHIIEl\N --.... IWJ.M>\Y, IUITE ... ~~CA.- UNDICAPII ilClllTl!CnJllA PIANI FOR, APPROVED MARRIOTTS BRIGHTON GARDENS CARLSBAD CONSTRUCTION PLAN (714) 567-5852 fE-4083 l---___::...:.:'.:_:::::_:=:_::.::._:=:_----tl-=====t=====t~::===============================1=====t=====t====jt====1 ~~-~~-~~-----------~DA=TE N ..... ~N DOl'MSSLY ft£5tltv!5 t1'S COMMOM LAW COl'Yft!OHT AND OllER PROrERTT IIIOHTS IN THUi Pu.MS. mm PLANS ARE NOT TO DE l"lt0DUC£D. CHANO_f;p.._OR COP'll'D IN ANY FOflW 01: MANNti WHATWYER, NOH AR! THEY TO BE ASSIOl'ilED TO A THIRO P~RTY Wlll40UT nRST HG"'l2lffldllfN,WHrmcN "'""'""'o" """ CONSDIT or DATE INITIAi,. ENGINEER or WORK DAU INITIM. REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: _ll.__ CHKD BY:__N_ RYWD BY,-1llllL PROJECT NO. CUP 98-19 8DP 96-10 C.M.W.D 96-C-448 DRA.W1NG NO. RI0'-0" 11'-0'' PA~l------"'------'=-.::c.__-------,1"--=------a 0 .r \ \ GONe~T "=I!! ON ".L• TC,,-0" = Rb'-0" I+--- I ~ . 0 0 ,, I! ,1 I 0 /Jl 111:TIVl'IY ' -\ 0'-0 ~ ... , .... 11 -L--,-----~--: ----- 1 I I ,s I CON5TPWCTION NOTE5, I. THIS PLAN 15 F'Ol't Tl-IE l"UIV"O~ 01" HOl'llZONTAL CONTROL (STAKIN6) OF CONSTIWC,TION FEATURl:5 NOT LOCATED SY THE C.IVIL EN61NEEl'tlN6 AND Al'tCHITECTIJl'tAL DRAl"'llNGS; AND THE CONSTf'WCTION REl"ERENC.E: OF SITE C.ONSTFWC TION FEA TIJl'tl;S DETAILE=D HEREIN. 2.VERIFY (IN THE FIELD) Ye:RTICAL CONTI'©LS OF ALL C.ONSTf'WC. TION F'EATUl'tE5 AS SHOll'IN ON THIS PLAN Pl'tlOl't TO SUILDIN6 ll'IALLS AND POUR.IN(, CONCl'tl;TE FLATI/IIORK !!!.AL.L CALLOUTS AND DIMENSIONS TYPIC.AL PEl't $!-IEET. 4.ALL AN6LES Al'tE AT "10' UNLESS NOTED OTHERJl'IISE. ll,l&TALL ~-~ l'O''I"~ □ ,-i:,,-OF ~ PA. l!:AIEMENT FOPI w.-.TEft Pll"EI..INES 1"!11 OA NO. 8S--358773 (NOTE: THERE ARE NO EXISTING FACILITIES IN THIS EASEMENTI -----' UTILITY TiltEE C,OOllllDINATION NOTE, NOTE, ROUTE UTILITY LINES All'IAY l"ROM PLANTl!!"6 ll'IITH TfltEES. DO NOT PLANT TREES ll'IITHIN 5' OF eE:LOll'I ,!,l'tADE: UTILITIE:5. USE: MOT SAl'lRIERS ON ALL Tl'Q:;ES ll'IITHIN 10' OF 15ELOi"I l!ioRADE UTILITIE:5. HANDICAP ACC,E55 -A.D.A. REQUIREMENTS, PROVIDE HANDICAP AU.1!!55 AS ,i;t.EGlUIRED l"ROM THE PARKINl!io LOT TO ALL SUILDIN.S ENTRIES AND EXITS, PER THE ARCHITECT AND CIVIL EN61NEERS. 5. REFEl't TO CONSTFWC, TION FEA TUl'tl!: REF'E"-£:NCI!: Ll!!6eND. FOR ALL CONSTFWC.TION C.ALLOUTS, ALL CONSTRUCTION ITEMS Al'tE C.ALLED OUT PEl't SHEET TYPICAL. 6. RADIUS DIMENSIONS ARE SHOll'IN ll'IITH CENTEl't POINT AND ll'IITH DIMENSION OUTSIDE OF RADIUS. ~ Ct"-CENTEl't POINT OF C.ll'ltC,LE ( + CP 1. SPOT ELE:VATION LE6ENO, () EXIST. l"'El't CIVIL l!!N<S. FS FINl$H 5Ul'tFAC.E T6 TOP OF 6~TE Tll'I TOP ll'IALL HP Hl6H POINT TS TOP OF STEP FL FLOll'ILINE TP TOP OF PILASTEl't 6F 6Al'tA6E FLOOl'l e. PAVIN6 JOINTS PE,i;t DETAIL 'D', SHT. LC-9 EXPANSION JOINT TOOLED JOINT WWW --• - 5All'ICUT JOINT 5 <t. SAMPLES, PROVIDE SAMPLES 01" ALL CONC"-!:::TE PAVIN6. 5YM50L DESC.1'llf"TION " '-ANPSGAP'!; AREA PtllAIN ------···"·-· FLOl"ILINES +e,, Hl6H l"'OINT I J 0.! DIWNA8E EMIEMfNT ---PER 0.R. 73--144267 t,J I ll' LE ui I ll' MATCHLINE SEE SHEET 7 l,V, .. ..._la LI LI UDH 1111:1:1:~--- LINIT M.O !.-.IT ,,M PA. PA. -A 16 :i:;_ ll' I ll' G 0 t,J IJJ RIO'-b" -¥----------~ 5 ..tl 6 PA. I R.4'-6" --w~ I ---------__ j □ / ,• I / I ~' j ~ I < 0. / "'- ---l'k~,/1"-'-/ --'F--=+---.IF--'o. ' 0 --------------------------------------------------------------------~--- I Im 11- lw I~ IC/) IUJ ~ I~ l::i 15 I~ I~ I I I I I I I I LANDSCAPE CONSTIIWC TION F'EA 'f1.l!CtE REl"El'tENCE LE6EN[) SYMBOL NO. DESC.RIPTION 0 l4" TtllC.K NATUi;tAL 6RcY PEDl;5TRIAN A 2t> 11 I I PAVIN6 V'V MEDIUM BROOM FIN. Jl1[ 0 14" THIC.K NA 1lJl'(AL 5Rl?'f l"lml!STfltlAN PAVIN6 l"V MEDIUM 5ANOBLA9T FIN. A 26 0 4" THIC,K INT!!6RAL C.OLOR PE'OESTRl,11,N A 26 C.ONC,. PAVIN<& l"V 2'-0" SAA C,UT JOINTS, ~ o 45• 4 • SGOREt> BANDIN6 NOTES 9 l"V Ma;>IUM 5ANPel.AST FIN. FOR FIELP C MEC>ll.t-1 BROOM FIN. FDR. l!IANDIN6 ',{\, 1" TtllC.K INTE61'l.AL C.Ol.OR VEHIC.ULAR v:--0 C.ONC. PAVIN6 l"V S'-0" = JOINT5 e 26 o 45" 4 l"V MEPll,.M 5AND61.A5T FIN. ~ 0 n· THIC,K NA"I\JAAL 6~ VEHIC.ULAl't. ic.oNc.. BAND V'V 1.16HT 5ANDl!ll.A5T FIN. 6 21!> "' 6' \..:., l'T'Yl"IC.AL PAVIN6 JOINT p :21!) 181 ...... 0 13'•6" Hl'5',tl BA-I~ AAIL V'V 4'-6" '"'16tl MASoN!'I.Y 1"11.Aii>TEII!. e,p :;zq © e, 10' l"IIPE OOUBI.E C.ASC.APE PRE CAST NOTI:5 3 ,._, FOUNTAIN IN ALZHEMIER c.ouRT. 51:T D C.ONCReTE PAD, (o) 0 10' l"IIDE SMALL PRE C.Ae.T FOUN1"AIN IN DEMENTIA 6ARD!aN, 5eT ON NOTE> s ~A,-, @ 6'-0" Hl6tl DEMENTIA 6ARDEN l"IALL :2& -FIN. TO MAT(:,J;I ~~117:?,~ E c..1.Ai ___ wA.11 "F I I ---r 12' OC.TA60NAL l"IOOD 6AZE60 IN ~ SKILLED NUR51N6 c.ouRT NOT?!S s © r,;i' \.;;:;.. ~A51" C.ONC-. POT5 NOTES 9 ® 'ti' -...:., TR.A5H REC.laPT Ac.l.E NOTl!5 ;I """""' '14 -.:.::, METALeENC,t-1 NOTES 3 -·-'s ,~=., 5HOVEL C,UT ~ © 6'-0" HI.SH TUalLAtl!. STEEL Fl!;NC,E A :zq I) ' 6'-0' t1I6tl nJBUI.AR 5Tl:l:l. 6A TE ,_11, B :2'l □□□ re"' ..s, :2' 5G. C,ONC,, 5T'El"PIN6 PAPS NOTES 9 ----'1"1"' :2' VEHIC.Ul.AR OYeRHAl-16 -----.;..:., --~s 2'-0' Hl6H 5Tl.JC,C,O C.ONC.RETE SEAT F :2t> --l"IALL l"IITH C,ONC,RETE C.AI" CONSUL TANT FEATURE REFERENCE LE!SEND SYMBOL NO. OESCRIPTION L [D EX15TIN6 CURB AND/OR <SUTTER PEl't ---CIVIL EN<&. PL.AN (VERIFY) "-----' ~ EXISTIN6 CORNER CUT-OFF AND --A---HANDICAP l'tAMP PER CIVIL EN6. PLAN (VERIFY) ~ ~ EXISTIN,S. DROP INLET GOVER PER CIVIL ENl!io. PLAN (VERIFY) GJ CONCRETE ll'IALK l"eR ~ CIVIL EN6. PLAN (VERIFY) +j:jp ~ TYPICAL Hl6HPOINT a FLOl"ILINE AT 2111 MIN. l"eR CIVIL l;;N6. PLAN EL CA INO REAL I] • ~ AREA Dl'tAIN5 AND Dl'tAINLINE F'ER CIVIL E:N<&. PLAN (Vi=Rlf"Y) 1· , EXIST 10" 'v./, --- if ----__ [ YU II] EXISTIN6 ll'IALLS COLUMNS AND -20·-o· - 2 F'ILASTl=RS Pl=R ARCHIT!;CTS PL.ANS (VERIFY) _ITL [] PARKINl!io I.OT LAYOUT, STRll"'INdo e 6R.ADIN6 PER CIVIL l;N6, PLAN IE) E] ll'IATE:R METEl't PEl't CIVIL i;;N<!',. PLAN D E£I TELEPHONE: CABINE:T □ El CABLE TV SOX □ @] ELECTRICAL UTILITY GA5INET PER CIVIL EN6. PLAN Q ~ FIRE HYDRANT F'cl't CIVIL EN6. PLAN 0 ~ DETECTOR CHECK V'I/ METER PER CIVIL EN6. PLAN ~ ENTRY MOl'tJMENT PER ARGHITEC. T'S PL.AN / ~ CORNER 5161-iTLIN!; 5ET5ACK / PER CIVIL ENGINEER'S PLANS. AGENCY SUBMITTAL #3 9/23/97 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. f -ASi CONs __ uLTING ENGINEERS ~---~PLAN CONTROL Plan Sot: Cl Date: "1/2::l/"11 .. -~ .. ~EllplNe-~ °"i OF CA\.\f'(;f, HRP ----~ ---=-- LAN DESIGN PL.!\"la•a I.NllJ8CAl'E ARCH1a::nft --mMR HALLADAY I 81111: .. ~~CA.- L ----l---1---------------+--+---+---+----J I SH8EET I CITY OF CARLSBAD I S~TS I PLANNING DEPARTMENT ~==-====~~===-==========::..::=:===; LANDIICAPII AII.CHl'l'llCTUllAL PLANS PQa, APPROVED MARRIOTTS BRIGHTON GARDENS CARLSBAD CONSTRUCTION PLAN (714) 557-6852 fE4083 ASSISTANT PL.ANNI DATE 1-----~~------7. __ ...j__~=---------------+--::--::::::-+---c=:-+-=::::-t-:-:::::::-:-; =~--=--=--=--=-=~~~;::::===============;--;::=====~ ~~k:.PP_.';: 5~~~~~"=trVf 1:'~~ ~S-DATE INITIAL DATE INITIAL DATE INITIAL OWN BY?--Yl......,, PROJECT NO. DRAWING NO, fHES( .......... NOT ro ., PRODUC~c.£'!.'-NGED.OR CHKD BY,_I,J__ CUP 96-19 ">JEA 9L ~W~d-.t"M~~.0ro"."",i~:o'\lri1-1r~~d/r rl~ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RI/WO BY,...Dl!S.... SOP 98-10 .,._. OBTAINING THE WRmtN P~MISSIOM AND COt,jSEMT OF' HRP UNDESIO!ril. C.M.W.D 96-C.44-6 C,ON5UL TANT FEA Tl.lf'.E REFERENCE LE<S>END SYMBOL. NO. OE5CRIPTION L [Q E;XIS"1'1NIS> CUM AND/Ol't. IS>U"1'T!:l't P"el't. --CIVIL. ENe. PL.AN (VERIFY) '-..._...--(2) EXISTIN6 CORNER CUT-OFF AND ~ HANOICAP AAMP PE;R CIVIL 1:Ne. PLAN ('VERIFY) 4-~ EXIS"1'1N6 DROP INL.E"1' COVER PER CIVIL ENG. PLAN (VERIFY) ~i';:l2e ~ CONGRE"1'E I/IIALK 4 EXIST. ASPHALT PKG. LOT PER CIVIL ENG-. PLAN(VERIF'Y) ' ~ TYPICAL HI.S.HPOINT $ FLOI/IILINE HP AT 2% MIN. PErl. C,IVIL EN<So. PLAN w. ~ Ari.EA Drl.AINS AND DRAINLINE PER CIVIL EN6. PLAN ('VERIFY) SYM50L DESCRIPTION □ ,-AND5G.Y'I: AfitEA Dl'AIN FLOI/IILINE5 . +H,. HloSH POINT C.ON5TRUC.TION NOTES: I. THIS PL.AN IS FOR "1'Hi:; l"'Ul't.1"'051:; OI" MOl't.lZONTAL CONTROL (STAKINIS>) OF CONSTRJ.IGTION FeATlJRi:;S NOT LOGATED 6Y THE GIVIL ENelNl:ERIN6 AND ARCHITECTUAAL ORAI/IIING>S; AND THE CONSTRUCTION lli:EFERENCE OF SI Tl: GONSTRUG TION FEA TUrl.ES DETAILED Ml:REIN. 2.VERIFY (IN THE FIELD) VEl'tTICAL. GONTROLS 01" AL.L. CONSTRUCTION FEATU"-ES AS SHOI/IIN ON THIS PL.AN PRIOrl. "1'0 BUILDIN6 il'IALL.S ANO POI.JR.IN6 CONCRl:TE FL.ATI/IIORK 3.ALL CAL.LOUTS AND DIMl:NSIONS TYPICAL PErl. SHEET. 4.ALL AN6LES A"-E AT cto• UNLESS NOTi;:D O"1'HERll'l15E. S. REFER TO GONSTl't.UCTION l"!:ATUl't.E 111!.EFEl'tE~ L.ESENP. FOR AL.L. GON5TRJ.JC TION CALL.OUTS, ALL GONSTRUC TION 1Tf:M5 ARI: CAL.Lf:D OUT PER SHEET TYPICAL. f>. RADIUS DIMENSIONS ARI: SHOll'IN I/IIITH Cl:NTf:R POINT AND I/IIITH DIMENSION OUTSIDE OF RADIUS. ~ Cl"'-GENT'l!!l't. POINT Of" CIRCU!' ( + C.I" ,. ~or EL!:VATION L.1!61!:NO, () i!:X15T. l"l:;l't. CIVIL. EN&. l"S FINISH 51./1'.FACE Tl/II TOP I/IIALL TS TOP OF STEP TP TOP OF PILASrel'l T6 ToP OF GRATE HI" HI.SH POINT FL FLOI/IILINE 6F .SARA.sE FL.OOl't. !i. l"'AVIN6 JOINTS l"'ER DETAIL 'D', SHT. LC-?I EXPANSION JOINT ----- TOOLl:D JOINT --- SAI/IICUT JOINT S "I. SAMPL.ES, l"'ROVIDE SAMl"L.l!S 01" ALL. C.ONc.111!.eTe PAVING,, UTILITY TREE C.OOflltDINATION NOTE;, NOTE, "-OUTE UTILITY LINES AI/IIAY Fl't.OM PLANT!!l't.S I/IIITH TRf:eS, DO NOT PLANT TREES I/IIITMIN 5' OF f\EL.O1/11 .sRADE UTILITll:S. USE ROOT BARRIERS ON ALL TREES I/IIITHIN 10' OF 6EL.OI/II .S.RADE UTILITIES. HANDIC,AI"' AC,C,E55 -A.D.A. flltEGUIREMENTS: f"l't.OVIDE HANDIC.AI"' ACC!!S5 AS l't.l!OOll't.!:D l"ROM "1'1-1!: PARKIN,$ LOT ro ALL. BUil.DiNiS> eNTRlf:S AND EXliS, PER iHE ARCMITEGi AND CIVIL EN.SINEeRS. r-,.... 1- UJ UJ I en UJ w en w z -_J I CJ ~ :E CX) t- UJ w I en w UJ en w z -....J I CJ I- <( ~ I I I I I I I I I I -------------------- -~·-. __ ----=· ·-. -~ 0 ARCEL B ~DJ. 500, PER ADJACENT PLAI, CITY OF CARLSBAD -~ -~·-._ -------=·-- oOO~ _,.,---40' EASEMENT ON A LOT 387 TO BENEFIT SUBJECT PROPERTY RECORDED Af3 FILE NO. 82..s6657 O.R. FOR ACCESS, ------ ·--- ~ ------·--. ---- ,'I ---~~- SLOPE EXCAVATION AND LANDSCAPING (PER PR 13206) .----EASEMENT FOR WATER PIPEL.l,IES PER 0A NO. 83-366778 (NOTE: THERE ARE NO EXlSTINQ i'ACIUTIES IN 11'11S EASf:MENTI - ~o ,,..._ './I--~. -..:,J.__ PARCE ADJ. 500, ADJACEN CITY OF I I I I ISTING LANDSC~ SLOPE NAP, I I I I I I I -----0.R 73..144267 DIWNA8E EASEMENT PER_/BUILDING I I I ~ I APPJt.OVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. --------- 11 -112 -= - El CAMINO --- ,_ , I - ----1 I I I SCALE 1• = 20'-o• AGENCY SUBMITTAL #3 REAL 9/23/97 0 1 2 I II I I I II I I A L CONSULTING ENGINEERS Plan Set: PLAN CONTROL Date: ct12s1<1, ~ CITY OF CARLSBAD I SH30EETS I 1----4---1---------------+---+--i----1----1 l__!_J PLANNING DEPARTMENT 1-------4-----1---------------+----+--l----+--"~---I LANDESIGN l'lANIIIB -AIICIIIB;:I\IIE --..... ....._..,,.y ' IUITE .,_ ~~CA.- (714) 557--5862 fE408S LAKD1CAP11 ilCIIITBCl'UL\L l'LANll PO-, APPR0VE0 MARRIOTTS BRIGHTON 0ARDEN8 CARLSBAD CO STRUCTION PLAN DATE M• l,ANtlnlQN DCP'llts$l...'1' RtsE"YD F1'S CO ... ON !,AW l-------4----l'"'".__ _____________ +-_--+ __ .,___-+--"_---I ~=======;:,,:~=-=-~=-=---=--=--=--=--=--=--=-=-=-=-=-=..::;--;::::====~ =~1'1,~•i~ mo:.ERTY...:.~c~~~.~LANS. DATE INIT~L DAT£ INIT~L DATE INITIAL OWN BY,__ I PROJECT NO. DRAWING NO. COPl[D IN ~y FORM OR MA.NMER WHA~ ~ ARE REVISION DESCRIPTION CHKD BY· CUP ,...19 THEY TO .. ASSIONED TO • THIRD PARTY WITHOUT FIRST ENGINEER or WORK OTHER APPROVAL CITY APPROVAL ·----315&-IL ~li\"'12~ •. WRITTEN f't:IIIISSION ... CONSENT Of RVWD BY,__ . SOP 98-10 C.M.W.D 96-CA48 I I I l f I I ! l I I ' I I I l i I . i ,l I I I l I I i j ; ! I I ! ! ! ' i i ! j ! ! ! ! LIENT: ASL MABBTOTT JNTEBNATTONAL PROJECT: Brighton Card•na-Carlsbad lB-1 2A-6 38 )6 2" 2.0 e 0 2.0 SERVICE 80 CPI ' 4,9 ,, .. , METER 80 GP> 80 GPM BACK• , .. l2 2" 12 FLOW 80 GP' 80 GPM RCV I 1/2 I, 3 l 1/2 I 'J LAT 5 5 . l!Ll!Y -- OPII 30 30 MIM 5 5 SUII 60.2 60.2 ~ LENGTH MAIN 700 3.5 800 ).9 2 1/2 LOIi TmAL 63. 7 64 .1 LOSS % OF 70% 70% STATIC .. ,, ,., ~-,, Dl!l'ICl!T -- PUMP -- EXISTING COMMERCIAL / OFFICE N.A.P. HOL ~3'-'-l"--5 ___ _ 2 33 # I PQC _____ _ l!U!V--STATIC 9.1 PSI OPM 80 78', 68 PSI 3 33 2.0 l l / 2 2,6 33 l . I / 2 10 33 I I /2 l. 3 5 - 30 ' 55.9 100 1.0 56,9 63% MY(,:<•\ --•F="""' '~ -·~ ,.~, b,,, '•• "" ,=, ··=="·'~cccrn-r'-~ ====w,,,_.,-M,mw,,_,,,_, ___ ,..,."~"•w= . ...---' / I I ! r'~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. · · ···· 4IT EASEMENT ON A LOT 31\T TO !lENEFlT SUBJECT PONSE!lTY REONROED AS 111.f NO. 32~0!.1357 OR FOR AOl:sss, SLOPE FXCAV.;!1,.IION ANO NANOOCM''ING (PER PR t>./4".'A.: STA: 2B-6 VALVE: 1 V4 G.P.M: 20 STA: 28-6 VALVE: 1 V4 G.P.M: 20 STA: 28-4 VALVE: 1 V4 G.P,M: 20 ,\\~tH Lll-4~ l"f'o,YI.. Sff ~lf.t t2- STA: 28-3 VALVE: 1 V2 t-- G.P.M: 35 STA: 28-2 VALVE: 1 V2 G.P.M: 35 \ \ ::2 AGENCY SUBMITTAL #3 ~CONSULTING ENGINEERS Plan Set: I Lo---<-PLAN CONTROL Date: "l/25/~ '? ,'(y' 2 9/23/97 SCALE 0 1 I II I I I I I I PIPE SIZING NOTES 1, FOR ALL PIPE SIZING CALLOUTS SEE PIPE SIZING LEGEND, 2. PIPE SIZING CALLOUTS ARE SHOWN ONLY AT THE ENDS OF RUNS. ALL PIPE SIZED BETWEEN THESE CALLOUTS ARE SIZEO THE SAME. 3. ALL LATERAL LINE PIPE DOWNSTREAM OF A 1/2" SIZED PIPE IS ALSO 1/t'. 4. ALL UNSIZED RUNS OF LATERAL LINE PIPE SERVING THREE OR FEWER SPRAY HEADS SHALL BE SIZED 1 /t' STATION LEGEND STA; VALVE: ~---CONTROLLER & STATION ----+--VALVE SIZE IN INCHES G.P.lvt: ----+--FLOW IN GALLONS PER MINUTE PIPE SIZING LEGEND PVC PIPE SCH. 40 UVR PIPE V'Z 5 Gf'!,4_ 1/2" 2GPM 314• 1lGPM 3/4" 7GPM 'I' 11:i GPM,_ 'I' 12 GP~- 1 V4' 25GPM 1 V4" 20 GPM 1 V'Z 35GPM 1 V2" 30 GPM 'Z 50GPM 'Z 40 GPM 2 V'Z ~~m=• 85GPM 2 V2' 70 0PM S' 100 GPM S' 100 GPM 4' 180GPM 4' 150 GPM SLEEVING NOTES / KEY 1 S2 PIPE SIZING INDICATOR. SLEEVE L SHALL BE CLASS 315 PVC SLEEVE SIZE IN INCHES PIPE SIZE IN INCHES 2WS IRRIGATION WIRE SLEEVE. SLEEVE L SHALL BE CLASS 315 PVC SLEEVE SIZE IN INCHES RECLAIMED IRRIGATION MAINLINE LOCATION: LOC.AT IRRl6ATION MAINLINE INSIDE LAND5CAP AREAS TI'P. PROVIDE SLEEVES UNDER PAVEMENT AND FOR ALL LINES ADJACENT TO POTABLE V'lATER LINES AND FIRE SERVICE LATERALS, SLEEVES 5HALL BE 20' (10' EACH SIDE OF PIPE) LON6 FER SAN DIE60 HEAL TH DEPARTMENT HRP ~ CITY OF CARLSBAD I SHEETS I 1-----1---+----------------+----+---+---t----t ~ PLANNING OEPARTMENT 30 1--------1----1----------------+---+---+---t----1 LAN DESIGN ~ UIDICN'I! AIICIIITECIUI! -- LANDl!ICAPB ilCIIITllCTUKAL PL\IIS l'llll: MARRIOTTS BRIGHTON GARDENS CARLSBAD IRRIGATION PLAN ~~r1=-1-----1---+----------------+---+---+---t--, APPROVED ~J/1 .::,7 (714) 557-5852 tE4088 /' ~ / 1---_.:.~:::.:.==-==:._--~ .... -~~~~~t~~~~t~~~~~~~~~~~~~~~~-=--=--=--=--=--=--=--=-~~~~~~1t~~~~t~~~~t~~~~t~~-=-~I "'AS=S=IS=TA=NT=PLA="~=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=_,-;::========DA=T~E~ .. II' 1.AMDHIQN ElPRE!SLY RESERVES ITS COMMON I.AW r-r-, · CQPVll:IGMT AND OTHER PIM>Ptrm' RIGHTS IM THESE PLANS. DATE INITIAL 1--0_AT_E~_IN_IT_IA_L +-"-_OA_Tt~_INI_TIA_L-i DWN BY: Pli!OJECT NO. DRAWING NO. THESl PLUl5 ARE NOT TO BE P~ODUC[O. CHAl'rlOE~LOR CUP Aa -COPl<ll •• ANY ro•• o• ""'"'" WHATSOEVER, """ ARE REVISION DESCRIPTION CHKO BY•--...,...,.. Tl<EY TO BE ASSIGMED TO A THIRD PAAlY w1rnour FIRST ENGINEER o• woRK OTHER APPROVAL CITY APPROVAL RVVID BY• SOP ftA1() OBTAININC THE WRITIEN l'ERWISSION AND CONSENT or ,.. ... -DU""' HRP LANDESIOlil. C.M.W.D96-C.446 P.O.C. SYSTEM #2 CONT. 2A & 2B DOMESTIC WATER WATER METER HYDRAULIC GRADE LINE----- STATIC WATER PRESSURE AT METER - WATER METER SIZE ------ WATER METER SERVICE SIZE ---- DESIGN WATER PRESSURE ----- MAXIMUM DESIGN FLOW ----- 316 FEET 91 PSI 2 INCH 2 INCH 82 PSI 50 GPM THE CONTRACTOR SHALL VERIFY THE METER SIZE, LOCATION, AND STATIC WATER PRESSURE PRIOR TO PERFORMING ANY IRRIGATION WORK UNDER THIS CONTRACT. (METER PROVIDED BY OTHERS) CONTROLLER nl □ ~:::J:::t: APPROXIMATE LOCATION OF 2 CALSENSE ETI SERIES CONTROLLER($) AND ELECTRICAL SERVICE (BY OWNER). THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF THE ELECTRICAL P.O.C. AND STAKE THE EXACT CONTROLLER LOCATION FOR APPROVAL IN THE FIELD BY THE OWNER. INSTALL CONTROLLER IN A STAINLESS STEEL CONTROLLER ENCLOSURE. MODEL CA-210-32ETV12ETV2RSE , FOR 2 CONTROLLER(S) PER THE IRRIGATION LEGEND. TREE BUBBLER SYSTEM NOTE: REFER TO CITY OF CARLSBAD DETAIL: VI D.1 -1 s-----..... STA: 2.4.-23 VALVE: 11/2 G.P.M: '40 STA: 2A-22 VALVE: 11/2 G.P.M: 42 STA: 2.4.-21 VALVE; 1 V2 G.P.M: 34 \ \ I \ \ • I \ I . / \,. ~ ~ I I \ BACKFLOW DEVICE . APPROXIMATE LOCATION OF 1 FEBCO 11/2' REDUCED PRESSURE BACKFLOW PREVENTOR(S). THE CONTRACTOR SHALL VERIFY THE INSTALLATION DETAIL AND LOCATION WITH THE OWNER AND WATER AGENCY PRIOR TO INSTALLATION. NOTE: 2 1/2" SCH. K HARD COPPER PIPE BETWEEN WATER METER AND BACKFLOW. PRESSURE REGULA TOR w APPROXIMATE LOCATION OF 2 WILKINS 51)..11/2' PRESSURE REGULATOR PER THE IRRIGATION LEGEND. SET PRESSURE REGULATOR IN THE FIELD. CONT. 2A SET AT 75 PSI., CONT. 28 SET AT 82 PSI. MASTER VALVE B APPROXIMATE LOCATION OF 2 RAINBIRD 1 V4' MASTER VALVE PER THE IRRIGATION LEGEND. FLOW METER IT] APPROXIMATE LOCATION OF 2 CALSENSE 1 W !MM FLOW SENSOR PER THE IRRIGATION LEGEND. GATE VALVE EB SIZE PER IRRIGATION LINE SIZE RAIN SHUT OFF DEVICE: LOCATED ON CONTROLLER ASSEMBLE 2RSE ' / I/ 1/1/ ,# " \ \ ', I ~ .,S_T_A:_2A-_20 ____ ?: VALVE; 11/2 ~ G.P.M: 28 '{(\ <& ((\ ~ ~ t> PIPE SIZING NOTES PIPE SIZING LEGEND PVC PIPE SCH. '40 UVR PIPE SLEEVING NOTES / KEY RE~LAIMED IRRIGATION MAINLINE LOCATION: 1 / / LOCAT IRRIGATION MAINLINE INSID c.Jp Ai;tEA TY I / 1. FOR ALL PIPE SIZING CALLOUTS SEE PIPE SIZING LEGEND. 2. PIPE SIZING CALLOUTS ARE SHOWN ONLY AT THE ENDS OF RUNS. ALL PIPE SIZED BETWEEN THESE CALLOUTS ARE SIZED THE SAME. 3. ALL LATERAL LINE PIPE DOWNSTREAM OF A 1 /2" SIZED PIPE IS ALSO 1 /2". 4. ALL UNSIZED RUNS OF LATERAL LINE PIPE SERVING THREE OR FEWER SPRAY HEADS SHALL BE SIZED 1/:t STATION LEGEND r.s;T~A::"""""":,,_~.~-CONTROLLER & STATION VALVE: ----+--VALVE SIZE IN INCHES G.P.M: ----+--FLOW IN GALLONS PER MINUTE ___ .. ------·······. ---:~:::::: ___ .. -··········· . ) ,, , '',\',jl'' ') ': !" \ ' . ,., 1/2" 3/4' .. 1" 1 V4" 11/2" 'Z' 2 1/2" 3' 4• 5 GPM 1/2". -----'' _,,,,. 10 GPM _314• 15 GPM T 25 GPM 11/4" 36 GPM 11/2" 50 GPM 2" 66 GPM 2 1/2' 100 GPM 3' 180 GPM 4• El.ECTAIC METER ---0000 ____ 2 GPM 7 GPM 12 GPM 20 GPM 30 GPM '40 GPM 70GPM ,.., 100 GPM 160GPM \ l;,-c"""\~ J ,.. ., ··•· >('.•:· . :.,_. '-····· -. . MATCHLINE SEE SHEET 13 1 S2 PIPE SIZING INDICATOR. SLEEVE 11 SHALL BE CLASS 31 5 PVC SLEEVE SIZE IN INCH_~S PIPE SIZE IN INCH£5 PROVIDE SLEEVES UNDER PAVEM F R ALJL ADJAC.ENT TO POTABLE I'll LA TEAALS, SLEEVES SH LONG PER SAN DIEG,P 2WS IR_RLGATION WIRE SLEEVE. SLEEVE ~-// L SHALL BE CLASS 315 PVC __. " SLEEVE SIZE IN INCHES EASEMENT FOR WA~PIPEU S PER Q.R,·NO. 83-.3~tdirN <r~· THERE 2WS 2 1;2se··· 2WS 2 1/2S6 .....,,.--~-------•-""I~~~~S!-~I ES/ EASE ME ~ .. -------~- \, ' \ \ \ \ \ STA: 1A-9 , VALVE: 11/4 / ... "" // , .. ,:,<"''"'"'''"''""'""' ,¥"""'"' ¾ ~ c~-,• • , •• "' !., _____ ~•,;.,i_.,, --1 - ~,--•,"'' c •'' •"' • •• •• ..-,,Ill: ;ss,1;,:;J!~•'•w-'~-n,,~,,::,:•,"•''•'•''"•"•'"°~www-,.," ••""" ''"'"l ""' "i ST A: JA~iO: •·• VALVE: 11/2 G.P.M; 26 STA: 1A--11 VALVE: 11/4 G.P.M: 24 ; 3/4S2 I 2h _u r .f i ,y 1 I ··+uw-1 ,r·· ~ ,t·· -L.. ;j-~ ~ ~ ~ ,.t STA: 1A-12 VALVE: 11/2 G.P. : 34 STA: 1A--13 VALVE: 11/4 G.P.M; 24 ' \ 3]_/.4S \~ STA: 1A-6 VALVE: 11/2 G.P.M: 30 G.P.M: 24 ; 1¥ ., ... _?-'.._·-\. ~ ir!IU T ?["]: J:,j '" ,. ·_,r,··,_····_··_··_ .. _···· .. ·,~ 111 j, ,, i; i AGENCY SUBMITTAL #3 9/23/97 ~----· 1-w w I (f) w w (f) w z -....J I 0 I-<( ~ ASL CONSULTING ENGINEERS Plan Set: g SCALE 1• = 10' -o• 0 1 2 I I I I I I I I 1---~I APPROVED FOR. PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. PLAN CONTROL Date: '1/2;:l/'11 HRP LANDESIGN ~-LIIIWIDE&IGN -IW.Ul>l>Y, UTE 1111 ~~C,\112101 l----+----+--------------+---+--f---+---I I SH11EET I CITY OF CARLSBAD I SH30EETS I PLANNING DEPARTMENT ~==-================:::::'.....:::==::::; LANDICAPII ilClllTIICTUL\L PLANll l'Oaa 1-----1----4----------------+-----l---+--+----I APPROVED MARRIOTTS BRIGHTON GARDENS CARLSBAD IRRIGATION PLAN • (714) 667-5862 fE4083 l--__ __:::..:_::_::::.._::=..:._::.:.:::._ __ -lr---jr--t;r----------------r-7--1--1-1 =•=SS::::IST::A::NT:::::::PLA::N::;N~IN:::G =========:::::;-;:::===~ ~~~ g:~!S~PR~~ ~~ 'f~NS. DATE INITlAL .,._T[ INITIAL DATE INITIAL r- THESE PLANS ARE NOT TO DE PRODU~I!._ CHANGt~LOR f,r.'/'l-o'"af"_..;;i~w 0f0 "t"ri\:o ~t~~~o~f"n::.f REVISION DESCRIPTION ffiA1ruB~."111mN l't11M1ss10N AND CONSENT or ENGINEER or WORtc OTHER APPROVAL CITY APPROVAL DWN BY: __ CHKD BY: __ ~VWD BY: __ PROJECT NO. CUP 96-19 SDP 96-10 C.M.W.D 96-c.M8 DRAWING NO. T""" T""" 1-w w I (./) UJ w (./) UJ z - STA: 1A'3 VALVE: 1 V2 G.P.M: 26 3/4S2 ¾ ---- 1/2S6 2W STA: 1A-4 VALVE: 1 V4 G.P.M: 24 STA: 1"-14 VALVE: 1 V2 G.P.M: 40 STA: 'IA-5 VALVE:.'1 V2 G.P.M: 26 STA: 1A-16 VALVE: 1 V2 G.P.M: 36 / ; ,, ' ·'q*·-._ ' . ..lt-~ "-STA: 1A-1CI . ..._ 2½1 VALVE: 11/2 i"' ..... 1-.L G.P.M: 32' 1" i- I j MATCHLINE SEE SHEET 14 / ,, '>.., ·-.. -· ......... , ' · ... ' . ' STA: 1A-1T · VALVE: 1 V2. . G.P.M: 28 ~ ,.,, "" .·· '2 ~ STA:< .. 1A-7 VALVE:: 1 V2 G.P:M: . 30 ., ,,,,. ' .i"'cr- ,• oa~ • ·• •i•>:N•>:·• RECLAIMED IRRIGATION MAINLINE LOCATION: LOC.AT IRRIGATION MAINLINE INSIDE LANDSC.AP AREAS TYP. PROVIDE SLEEVES UNDER PAVEMENT AND FOR ALL LINES ADJACENT TO POTABLE v-!ATER LINES AND FIRE SERVICE LATERALS, SLEEVES SHALL BE :20' (IO' EACH SIDE OF PIPE) LONG PER SAN DIEGO HEAL TH DEPARTMENT - ST A: 18-31 ST A: 19-82 ST A: 111-38 VALVE: 11/4 VALVE: 11/2 VALVE: 11/2 G.P,M: 20 G.P.M: 34 G.P.M: 34 -.. STA: 18-36 VALVE. G.P,M: STA: 18-34 VALVE: 11/4 G.P.M: 24 1 12 STA: 1A-19 VALVE: 1 G.P.M: "15 .. 't/2S!5 2WS -l 1 i P.O.C. SYSTEM #1 CONT. 1A & 1B DOMESTIC WATER WATER METER ~ HYDRAULIC GRADE LINE------ STATIC WATER PRESSURE AT METER - WATER METER SIZE ------- WATER METER SERVICE SIZE ---- DESIGN WATER PRESSURE ----- MAXIMUM DESIGN FLOW ----- 316 FEET 81 PSI 2 INCH 2 INCH 82 PSI 60 GPM THE CONTRACTOR SHALL VERIFY THE METER SIZE, LOCATION, AND STATIC WATER PRESSURE PRIOR TO PERFORMING ANY IRRIGATION WORK UNDER THIS CONTRACT. (METER PROVIDED BY OTHERS) CONTROLLER □I □ : : : ~:= APPROXIMATE LOCATION Of 2 CALSENSE ET1 SERIES CONTROLLER(S) AND ELECTRICAL SERVICE (BY OWNER). fHE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF THE ELECTRICAL P.O.C. AND STAKE THE EXACT CONTROLLER LOCATION FOR APPROVAL IN THE FIELD BY THE OWNER. INSTALL CONTROLLER IN A STAINLESS STEEL CONTROLLER ENCLOSURE. MODEL OA-21MOETV40ETl/2RSE , FOR 2 CONTROLLER(S) PER THE IRRIGATION LEGEND. TREE BUBBLER SYSTEM NOTE: REFER TO CITY OF CARLSBAD DETAIL: VI D.1-1 t-,.. T""" tiJ w I (./) w UJ (./) w z -....J I (.) ~ ~ APPROVED FOR PLANTING AND IRRIGATION ONLY, BACKFLOW DEVICE APPROXIMATE LOCATION OF 1 FEBCO 11/2' REDUCED PRESSURE BACKFLOW PREVENTOR(S). THE CONTRACTOR SHALL VERIFY THE INSTALLATION DETAIL AND LOCATION WITH THE OWNER AND WATER AGENCY PRIOR TO INSTALLATION. NOTE: 2 1/2' SCH. K HARD COPPER PIPE BETWEEN WATER METER AND BACKFLOW. PRESSURE REGULA TOR ~ APPROXIMATE LOCATION OF 2 WILKINS ~11/'Z PRESSURE REGULATOR PER THE IRRIGATION LEGEND, SET PRESSURE REGULATOR IN THE FIELD. CONT, 1A SET AT 82 PSI., CONT. 18 SET AT 76 PSI. MASTER VALVE B APPROXIMATE LOCATION OF 2 RAINBIRD 11/4' MASTER VALVE PER THE IRRIGATION LEGEND. FLOW METER 0 APPROXIMATE LOCATION OF 2 CALSENSE 1 1/'Z IIRA88 FLOW SENSOR PER THE IRRIGATION LEGEND. GATE VALVE EB SIZE PER IRRIGATION LINE SIZE RAIN SHUT OFF DEVICE: LOCATED ON CONTROLLER ASSEMBLE 2RSE PIPE SIZING NOTES 1, FOR ALL PIPE SIZING CALLOUTS SEE PIPE SIZING LEGEND. 2. PIPE SIZING CALLOUTS ARE SHOWN ONLY AT THE ENDS OF RUNS. ALL PIPE SIZED BETWEEN THESE CALLOUTS ARE SIZED THE SAME. 3. ALL LATERAL LINE PIPE DOWNSTREAM OF A 1 /2" SIZED PIPE IS ALSO 1 /'L. 4. ALL UNSIZED RUNS OF LATERAL LINE PIPE SERVING THREE OR FEWER SPRAY HEADS SHALL BE SIZED 1 /2" STATION LEGEND f.s;T-;:'.A:~"":~1-CONTROLLER & STATION VALVE: ----+--VALVE SIZE IN INCHES G.P.M: ----+--FLOW IN GALLONS PER MINUTE PIPE SIZING LEGEND PVC PIPE SCH. 40 lNR PIPE 1/2' 5GPM 1/2' 2GPM 8/4' 10 GPM 8/4' 7GPM ._!.. 15 GPM , 12GPM 11/4' 25~ 11/4' 20GPM 11/2' 35GPM 11/2' 80GPM '2 &OGPM 2' '!9~- 2 1/2' 65GPM 2 1/2' 70GPM 8' 100 GPM 8' 100 GPM 4" 180 GPM 4' 150 GPM SLEEVING NOTES / KEY 1 S2 PIPE SIZING INDICATOR. SLEEVE: 11 SHALL BE CLASS 315 PVC SLEEVE SIZE IN INCHES PIPE SIZE IN INCHES 2WS IRRIGATION WIRE SLEEVE. SLEEVE L SHALL BE CLASS 315 PVC SLEEVE SIZE IN INCHES SCALE 1· -10'-o· - 0 1 2 AGENCY SUBMITTAL #3 9/23/97 INCLUDING PRECISE I I I I I II I I I ASL CONSULTING ENGINEERS Plan Sal: 'l LOCATION OF PLANTING PLAN CONTROL Date: <1/2:?/'n AREAS. HRP t-t-===~~===t=========================t====1====t===1===j fsiiT7 ~C-ITY_~~O~Fc_c..c"-"C-"'A""'--R=L'--'-S-B_A_D__, I SH30EETS I ~ _ PLANNING DEPARTMENT ----------------_-_ ....:.........- LAN DESIGN ~-I.RWIIElllN LANDIICAl'II AI.CHITIICTIILU. PlANa POK: MARRIOITS BRIGHTON GARDENS CARLSBAD. IGATION PLAN E~~IAII'""' (714) 567-5852 tE4063 'I -JI). ~~;.;;;;~~i;~;i,~~;;;;:;;;7=;:::=t=:::::=::t2~~~~~a~fi~£19ili~==j==j==t==t=j ~N;=S=IS=T•=NT=PLA==:"::==============:::::--;::::::=====D=AT=:E I """' LANDt!IION £Xlllts5LY Rn[ltV[:! IT!i COMMON LAW 0 COPYRIGltl IJIO OTHER PAOPERTT RIGHT!i IN THESE JIil.ANS. DATE INITIAL 1-....:D.:.cATc.:.£_,_--'l--'NIT__;IA....:L--1-....:D;_:;ATE.=.._-'---'-INc:.ITc:.IA:::.L--1 OWN BY•. __ THESE PLANS AR[ NOT TD BE PRODOOID CHANCED OR COPIED ,. -•o•• OR MANNER WHAmEVER •• ~ •Rlf REVISION DESCRIPTION CHKD BY THl:T' TO 8£ ASSIGNED TO A TI-IRD PARTY WITHOUT FIRST : __ OBUJNING THE WRITTEN PERMISSION A,ND CONSEfff OF [NGllll[ER OF WORK OTHER APPROVAL CITY APPROVAL RVW0 BYz __ HRP 1..ANDESIGN. PROJECT NO. CUP IM-19 SDP 96-10 C.M.W.D 96-C..448 DRAWING NO. 368-GL EASEMENT FOR WATER PIPELINES PER O.R. NO. 83-356773 (NOTE; THERE ARE NO "EXISTING FACILITIES IN THIS EASEMENT) -----~ STA; 2A-19 VALVE: 1 V2 G.P.M: 26 STA: 2A-18 VALVE: 1 V2 G.P.M: 32 PIPE SIZING NOTES 1 . FOR ALL PIPE SI ZING CALL OUTS SEE PIPE SIZING LEGEND. 2. PIPE SIZING CALLOUTS ARE SHOWN ONLY AT THE ENDS OF RUNS. ALL PIPE SIZED BETWEEN THESE CALLOUTS ARE SIZED THE SAME. 3. ALL LATERAL LINE PIPE DOWNSTREAM OF A 1 /2" SIZED PIPE IS ALSO 1 /2". 4. ALL UNSIZED RUNS OF LATERAL LINE PIPE SERVING THREE OR FEWER SPRAY HEADS SHALL BE SIZED 1 /2" STATION LEGEND rS_T_A_: -::.:ii-----CONTROLLER & STATION VALVE: ~--1--VALVE SIZE IN INCHES G.P.M: ~-+---FLOW IN GALLONS PER MINUTE PIPE SIZING LEGEND PVC PIPE SCH. -40 LMI PIPE 112' 6 GPM V'Z 2 GPM 3/4' 10 GPM 3/4' 7GPM 1' 1!. __ Gf'M __ 1' 12 GPM -·-···"··-11/4' -·~--25 GPM 1 V4'. 20GPM _, 1/2'_. __ 35 Gl"M.. _ 1_1(2" 30~ _ 'Z 50 GPM 'Z -40 GPM 21/'Z 86 GPM 2 1/2' 70GPM 3" 100 GPM 3" 1lO GPM ... 180 GPM 4' 150 GPM SLEEVING NOTES / KEY 1S2 PIPE SIZING INDICATOR. SLEEVE 11 SHALL BE CLASS 315 PVC SLEEVE SIZE IN INCHES PIPE SIZE IN INCHES 2WS IRRIGATION WIRE SLEEVE. SLEEVE L SHALL BE CLASS 315 PVC SLEEVE SIZE IN INCHES I STA: 2A-14 VALVE: 1 V2 G.P.M: 32 / . \\ \ \ RECLAIMED ll'IRIGATION MAINLINE LOCATION: ~~u-s· ,.:, '? T ,::· i 1··3-! l 'I' I w.,,,•,,~•••••• :., •••••••••••••••••• 0,/i MATCHLINE SEE SHEET 11 CHNH·hi HT!U~ STA: 2A-7 VALV~:1 '1/2 G.P.M: 26 'I', STA: 2A-II !. ALIV£'1'1 V4 G.P.M: 22 , STA·:.,:::.: .... ·12 . VAt.vE:1112 CP:M,' 34 '., .. , , .. , ' \ \ STA; 2A-6 VALVE: 1 V2 G.P.M: 86 STA: 2A-11 VALVE: 1 V2 G) G.~.M: 34 ~[_ : i i ... t·ii· ,,,,,: . STA: 2A~ . ' VALVE: 1 V2 G.P.M: 32 STA: 2A-10 VALVE: 1 V2 G.P.M: 32 I ... ·• "') ' MATCHLINE SEE SHEET 15 Hf'•': ?C •1,, ' q::. 1- LJJ w I Cf) LJJ w Cf) LJJ z -.....J :c 0 ~ ::E LOCAT IRRIGATION MAINLINE INSIDE LANDSCAt=' Al'f.EAS TYF'. PROVIDE SLEEVES UNDER PAVEMENT AND FOR ALL LINES ADJACENT TO t='OTA6LE Y'IATER LINES AND FIRE SERVICE LATERALS, SLEEVES SHALL 6E 20' (IO' EACH SIDE OF t='lt='E) LON6 FER 5AN DIE60 HEAL TH DEPARTMENT AGENCY SUBMITTAL #3 9/23/97 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. SCALE 1• = 10' -o• 0 1 2 I II I I I II I ' ASL CONSULTING ENGINEERS Plan Set: "' s:-?-· PLAN. CONTROL Date: "1/25/"I, l----+--+--------------ii----11----11---r---~~3 ._c_1TY~_o_F __ c_A_R_L_s_n_A_D_lsH30EETsl ~ _ PLANNING DEPARTMENT LAN DESIGN r~ ~y·lm· ~ AJ.Clll'l'l!CIVIAL PUJla l'Oa: APPROVED MARRIOITS BRIGHTON GARDENS CARLSBAD IRRIGATION PLAN L---~(7!4~)~56~7'...:-~586~2~•~E::408:~3:'..._ __ ...f-----t--~:----------------,--r--r--r--1 ASSISTANT PLANNING DIRECTOR DATE 1------J.-.-----1....._------------t--;;-;;;;--t-=:-t----;:;;;-""t"";-;;;;;-;;-1 ~==~=-=-=-=-=-=-=-=-=-=-=-=-=-::;-;:::==::::::::::~ ... l,ANl)l'IIIN O:PA[!!ILY RE!l[IIVE!. IT! COMMf»il LAW 1"1,1,'T[ INITIAL DAT[ INITIAL DATE INITIAL OWN BY•.__ PROJECT NO. DRAWING NO. COP'IIIIOHT AIID OTHER Pll<ll'DITY RIOHlS ".!.1".!.'J. ~ 1-.....:c-.;.,;;,.....J...,;;.,;..;;,;;;.,-i THESE PWS ARE NOT ro •• -~MR.Mai REVISION DESCRIPTION CHKO gy,__ CUP ee-19 \'ll!'lf'l-o'".t"" ... ~:'.!. ":o "t",i1:. ",l't.,., ~ ,,::f ENGINEER Of WORK OTHER APPROVAL CITY APPROVAL RVWD BY,__ , ___ S=D~P~•~:tO~---Rl~E~.w•rrn:N l"[IINISSION AND CONSENT or - C.M.W.D 116-C.448 ('I') T'"" ...... w w :c Cl) w w Cl) w z ...J :c ~ ~ 1,,,,.,,,,,M,W,SS '' ·,,, 'i"'"'"".'·;···· i' MATCHLINE SEE SHEET 12 S.i"i.'. 1 D; U I ' ;·,,, .. ,, .... ,, ... ,:0.iitl.· ... ,. :i,v,',"'"' -~,iili~;.;fl····· . /¾ ·' . ' / I f' i.. , STA: 18-21.1 A 'MLVE: 11/2 v·· G.P.M: 34 STA: 18-27 VALVE: 1 "V2 G.P.M: 32 ST A: 18-39 ST A: 18-28 ST A: 1B-29 VALVE: 1 VALVE: 11/4 VALVE: 11/2 G.P,M: 1 G.P.M: 24 G.P,M: 38 MA TCHLINE SEE SHEET 16 RECLAIMED IRRIGATION MAINLINE LOCATION: LOCAT IRRl6ATION MAINLINE INSIDE LANDSCAP AREAS T'T'P. PROVIDE SLEEVES UNDER PAVEMENT AND FOR ALL LINES ADJACENT TO POTABLE V'IATER LINES AND FIRE SERVICE LATERALS, SLEEVES SHALL 6E 20' (10' EACH SIDE OF PIPE) LONG PER SAN DIE60 HEAL TH DEPARTMENT ........ :). I I·'··'·'··"···~' I. ,I /· ! ,..,, .. , .... \ ,, ....... . 1 :; i ,,t ,t --t __.,:2½1 .,t .... .t .... % ..., ! ,t .... .... ,... Jl...,j,i,,,-----11., i-1' . .•... ~(!. ~l--=r-::·~···~ .t I "' .t )' ,K It ' !· $: } I ~ 1···' ,.t l I ( ..t i~-'f ! ,t ,t APPROVED FOR PLANTING AND IRRIGATION ONLY, AGENCY SU BM ITT AL #3 9/23/97 INCLUDING PRECISE LOCATION OF PLANTING AREAS. ASL CONSULTING g}lGINEERS I Plan Sot: g PLAN CONTROL ~-·· Dau.: •v2::i1<1i I re,\>,· r-.... T'"" w w Cl) w z -...J :c 0 ...... <( ~ PIPE SIZING NOTES 1. FOR ALL PIPE SIZING CALLOUT$ SEE PIPE SIZING LEGEND. 2. PIPE SIZING CALLOUTS ARE SHOWN ONLY AT THE ENDS OF RUNS. ALL PIPE SIZED BETWEEN THESE CALLOUTS ARE SIZED THE SAME. .3. ALL LATERAL LINE PIPE DOWNSTREAM or A 1 /2" SIZED PIPE IS ALSO 1 /2''. 4. ALL UNSIZED RUNS OF LATERAL LINE PIPE SERVING THREE OR FEWER SPRAY HEADS SHALL BE SIZED 1 /2" STATION LEGEND STA: CONTROLLER & STATION VALVE: VALVE SIZE IN INCHES G.P.M: FLOW IN GALLONS PER MINUTE PIPE SIZING LEGEND PVC PIPE SCH. 40 WR PIPE 112' 6GPM V2' 2GPM 3/4' 1'GPM 3/4' 7GPM r 16GPM 1' 12 GPM 11/4' (3PM 11/4' 20 GPM 11/2' ~.GPM~ , 'L'2' 30~_ 2' 50.GPM ... 2' -w <¥"t:.4_ 2 1/2" 65 GPM 2 V2' 70GPM 3" 100 GPM 3" 100 GPM 4' 180 GPM 4' 150 GPM SLEEVING NOTES / KEY STA: 18-30 VALVE: 11/2 G.P.M: 30 1 S2 PIPE SIZING INDICATOR. SLEEVE 11 SHALL BE CLASS .31 5 PVC SLEEVE SIZE IN INCHES PIPE SIZE IN INCHES 2WS IRRIGATION WIRE SLEEVE. SLEEVE L SHALL BE CLASS .315 PVC SLEEVE SIZE IN INCHES HRP [siiffil CITY OF CARLSBAD I SHEETS I 1---1----+---------------+---f----+--+----t ~ PLANNING DEPARTMENT 30 1----t----+----------------+----t----+---i----; SCALE 1• = 10'-o• 0 1 2 I I II I II I I I ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LAND9CAl'II ilCIIITIICl'Uv.L PLAJill l'OR: APPROV[D MARRIOITS BRIGHTON GARDENS CARLSBAD IRRIGATION PLAN CHKD BY: __ RVWD RY!_ PIWJ£CT NO. CUP 98-19 SOP 96-10 c.M.W.O 96-c.«8 .......... ,, ~www.,.~=-~•/• •"•"'' ~ a" l'>-c,-G-. STA: 18-37 ;:.--1VALVE: 1 G.P.M: 12 STA: 1B-1 ,1-VALVE: 11/2 ~ . ..,..\-·· ""·····~--•G ...... P .... M~: ...,_38_, \ .r \ k STA: l!A-13 VALVE: 11/4 G.P.M: 19 STA: 2A-3 VALVE:J 1/4 . G.P.M: . 22 EASEMENT FOR WATER PIPELINES PER ,f' O.R. NO. 83-356773 (NOTE: THERE 8,RE NO ' EXISTING FACILITIES IN THIS EASEMENT) ,1'~½2 . ,r, a.- ~-1 ~ I STA; 18-2 I ,;;f ~ : ~ t~~ '~ --~'-·· 4-- 2 l/2S6 t-r-1c.±::;,--2WS + I ' ! I -----~--- EL SCALE 1• = 10'-o• 0 1 Z I I II I I II I I MATCHLINE SEE SHEET 13 / STA: 18-38 ALVE,!11/4 ,t J, .2~8 .}_~,I , G.P.M: 15 / . / :.,.;, \' ,::. ; '., '.\l~:( CAMINO REAL AGENCY SUBMITTAL #3 ASL CONSULTING ENGINEERS Plan Set: g PLAN CONTROL O.te: "1/:13/"l"T HRP LAN DESIGN ......... ~ f!!!.~Y,11.mllll riceia~ -C714) 567-6862 H:4093 HIU' LANDISION EXPlta:A.T R[SCMS 11' CO•-L.<W AMD OTHtR PROP[lm' RIOlffS IN n-lES[ PLANS. N$ AH MOT TO Bt PRODUCED CHANGED OIII IJlff roRM OR MANMtR WHAisbMII. Mofi AH: THEY TO IE -ED TO A THIRD eARTY WITHOUT r,R$1 2si:~ •. -· ....... ,ON AND OONSCNT or .,! ···::·:·:·:·:·:::::::::"-'"{ :-···i ""'::·· ' i :; i'.l.i."."\-" J . '' ,. ---,: .. ::... ......................... _,,,,/ .. , ~r, ...... ~ .......... ,,·,,,! . STA: 18-9 VALVE: 11/4 G.P.M: 19 \ STA. 18-10 VALVE: 1 V2 G.P.M: 38 STA: 18-12 .:2~ VALVE: 1 '\._ '\... G.P.M; 16 '\,,. 9/23/97 (0 ,..... PIPE SIZING NOTES 1. FOR ALL PIPE SIZING CALLOUTS SEE PIPE SIZING LEGEND. 2. PIPE SIZING CALLOUTS ARE SHOWN ONLY AT THE ENDS OF RUNS. ALL PIPE SIZED BETWEEN THESE CALLOUTS ARE SIZED THE SAME. 3. ALL LATERAL LINE PIPE DOWNSTREAM OF A 1 /2" SIZED PIPE IS ALSO 1 /2", 4. ALL UNSIZED RUNS OF LATERAL LINE PIPE SERVING THREE OR FEWER SPRAY HEADS SHALL BE SIZED 1 /2" STATION LEGEND STA; ,__ ~ CONTROLLER & STATION VALVE: ___ _.__ VALVE SIZE IN INCHES G.P.M: FLOW IN GALLONS PER MINUTE PIPE SIZING LEGEND PVC PIPE SCH. 40 lNR PIPE 1/2" 5GPM _ 11?' 2GPM _ 3/4' 10 GPM 3/4' 7GPM .,. 16GPM .,. 12 GPM 11/4' 25 !af't,/1 __ _.1 '.!{4' 20 GPM .... 11/2' 35GPM 11/2' llO.GPM r 50GPM r 40 GPM 2 V2' 85GPM 2vr 70GPM 3' 100 GPM 3' 100 GPM 4' 180 GPM 4' 160 GPM SLEEVING NOTES / KEY 1 S2 PIPE SIZING INDICATOR. SLEEVE 11 SHALL BE CLASS 315 PVC SLEEVE SIZE IN INCHES PIPE SIZE IN INCHES 2WS IRRIGATION WIRE SLEEVE. SLEEVE L SHALL BE CLASS 31 5 PVC SLEEVE SIZE IN INCHES RECLAIMED IRRIGATION MAINLINE LOCATION: LOC.AT IRRIGATION MAINLINE INSIDE LANDSC.AP AREAS TYP. PROVIDE 5LEEVE5 UNDER PAVEMENT AND FOR ALL LINE5 ADJAC.ENT TO POTABLE V'lATER LINE5 AND FIRE 5ERVIC.E LATERALS, SLEEVES SH.ALL 6E :20' (10' EAC:..H SIDE OF PIPE) LONG PER 5AN DIEGO HEAL TH DEPARTMENT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~ CITY OF CARLSBAD I SH30EETS I t====j=====t==============================t=====t====j=====t===j ~ PLANNING DEPARTMENT DATE INITIAL ENCIHEER or WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL UNlllCAPB AI.CIIITIICtllL<U. l'LAJII !'OIi: APPROVED MAARIOTTS BRIGHTON GARDENS CARLSBAD IRRIGATION PLAN fJ· C.M.W.D 96-c.448 Lt) T""" 1-w w I (f) w ~~. -....J I ~ <( ~ :r I _, 1,,1 ,· .,., ' "~ • 1 •• ;~;: fr;:',:/'.( STA: 19--11 VALVE: 1 G.P.M: 7 D11:·:r·r~ • :·:1:::· s u·i--hT 8t.• '/.t STA: 18-13 VALVE: 1 JI .1 . I G.P.M: 15 2½,r .v : 2½ ,&.:::::::::::::c:::······ ~ ~ ------- EL y MATCHLINE SEE SHEET 14 / l - STA: 111-23 VALVE: 1 V2 \ G.P.M: 26 ....... \. r-----. • SD s___c::==,--,--- EASEMENT F'OF! WATEFl PIPELINES PEFl ,c -+-;~ ;,. O.R. NO. 83-356773 (NOTE: THERE ARE NO .,,,. 'ii. EXISTING FACILITIES IN THIS EASEMENT) ---:.; )( I ·1 , .SlA: . 18-16 ½z / VALVE: 11/2 • G.P.M: 38 k . STA: 18-18 VALVE: 11/2 G.P.M: 38 f · I ,t STA: 8-1'7 VALVE: 11/2 ..f' ..,, G.P.M: 30 ... ,.t ' (/) ,t ~J ! 4 I -------- STA: 18-18 LVE: 11/2 '. .P.M: 34 ---..,._ - 2 1/2S6 2WS 1S2 1- tJ ... I / 2½ l&ff 1 /2S6 /// ,1v~ ~ )<"~~111 /02½r \1111 / I ----- STA: '11-20 VALVE: 1 V2 G.P.M: 28 r-... T""" I- LU LU I (J) LU LU Cf) LU z -....J I 0 ~ ~ PIPE SIZING NOTES 1. FOR ALL PIPE SIZING CALLOUTS SEE PIPE SIZING LEGEND. 2. PIPE SIZING CALLOUTS ARE SHOWN ONLY AT THE ENDS OF RUNS. ALL PIPE SIZED BETWEEN THESE CALLOUTS ARE SIZED THE SAME. 3. ALL LATERAL LINE PIPE DOWNSTREAM OF A 1/2" SIZED PIPE IS ALSO 1/2". 4. ALL UNSIZED RUNS OF LATERAL LINE PIPE SERVING THREE OR FEWER SPRAY HEADS SHALL BE SIZED 1/'1' STATION LEGEND STA: CONTROLLER & STATION VALVE: VALVE SIZE IN INCHES G.P.M: FLOW IN GALLONS PER MINUTE PIPE SIZING LEGEND PVC PIPE SCH. 40 UVR PIPE 1/2' SGPM 1/2' 2 GPM 3/4' 10GPM 3/4' 7GF'M f 15 GPM f 12 GPM 11/4' 26 GPM 11/4' 20GPM 11/2' 36 GF'M 11/2' so .. GPM_. 'Z' !ill QPM 'Z 40GPM 2 1/2' 86 GPM 21/'Z 70GPM 3' 10(JGf'M 3' DJ GPM 4' 180 GPM 4' 150 GPM SLEEVING NOTES / KEY 1S2 PIPE SIZING INDICATOR. SLEEVE I L SHALL BE CLASS 315 PVC SLEEVE SIZE IN INCHES PIPE SIZE IN INCHES 2WS IRRIGATION WIRE SLEEVE. SLEEVE L SHALL BE CLASS 315 PVC SLEEVE SIZE IN INCHES RECLAIMED IRRIGATION MAINLINE LOCATION: LOCAT IRRIGATION MAINLINE INSIDE LAND5CAP AREAS iYP. PROVIDE SLEEVES UNDER PAVEMENT AND FOR ALL LINES ADJAC.ENT TO POTABLE ~ATER LINES AND FIRE SERVICE LATERALS, SLEEVES SHALL BE 20' (10' EACH SIDE OF PIPE) LON6 PER 5AN DIE6O HEALTH DEPARTMENT <:;AMIN() REAL t- i I SCALE 1• = 10'-o• 0 1 2 I I II I I II I I APPROVED FOR PLANTING AND IRRIGATION ONLY, AGENCY SU BM ITT AL #3 9/23/97 INCLUDING PRECISE LOCATION OF PLANTING AREAS. ASL CONSULTING ENGINEERS Plan Set: g s~· PLAN CONTROL n., .. , "l/:;?;:\/"11 RP ~ CITY OF CARLSBAD I SHEETS I 1----+--+-----------------+---+--+---+---t ~ PLANNING DEPARTMENT 30 1----+--+-----------------+---+--+---+---t LAJfll8C4PB ilCIIITIICl'U■AL PlAN& POil: 1------1----1----------------+---+--+---+---t APPROVED MARRIOTT$ BRIGHTON GARDENS CARLSBAD IRRIGATION PLAN LAN DESIGN l=h~ lh..V:•· ~;;;;-~~C714~)~5S7~-5~ 86 ~ 2~•~E40ll3~~~~E==l==iE~~~~~lii~i===t==t==E==t==3 ASSISTANT PI.MtNING DIREctOR DATE N EXNE591..Y RESERVES ITS COMMON LAW ~==:::::;:=,..::::_::::_=-::::_::::_=--=--=--=--=--=--=--=--=--=--=--=--=-.,::;-;::-=-=-=-=-=.::::.:::'.:;~ AND OfHEII Plm!.::ffi MGHTS IN THEst flt.MIS. DATE INITIAL DATE INITIAL DATE INITIAL OWN BY• PROJECT NO. D"•WIN" NO. lHtu ARl MOT TO IIE PRODUC~~ CHANCE01,0R t---~--1-----~-----1 "---• _,, ... ""' '°"" ........ ,. -•=EV£•. No, ... REvIsI0N DESCRIPTION cH,o or,__ cup ae-1e r!iq,J£0•~~1M/jJ..ffl. •:m;v ~~,l\-' /Jrm ENGINEER or WORK OTHER APl'ftOVAL CITY APPROVAL RVWD BY,__ SOP 98-1:> HiiP .. I.MIOESIOfll, c.M.W.D 96-C.448 PIPE SIZING NOTES 1. FOR ALL PIPE SIZING CALLOUTS SEE PIPE SIZING LEGEND. 2. PIPE SIZING CALLOUTS ARE SHOWN ONLY AT THE ENDS OF RUNS. ALL PIPE SIZED BETWEEN THESE CALLOUTS ARE SIZED THE SAME. 3. ALL LATERAL LINE PIPE DOWNSTREAM OF A 1 /t' SIZED PIPE IS ALSO 1 /'L'. 4. ALL UNSIZED RUNS OF LATERAL LINE PIPE SERVING THREE OR FEWER SPRAY HEADS SHALL BE SIZED 1 /2" STATION LEGEND STA: CONTROLLER & STATION VALVE: VALVE SIZE IN INCHES G.P.M: FLOW IN GALLONS PER MINUTE PIPE SIZING LEGEND PVC PIPE SCH. 40 UVFI PIP£ .,.,, 5APM 112' 2r...u 3/4' 1lGPM 3/4' 7GPM r '16GPM r 12 GPM 1 V4' 26 GPM , ., ... ""GPM 1 V2' 36GPM 11"" ~-M 2' 50GPM 2' ,AO GPM 2 V2' 85 GPM 2 V2' 70GPM 3" flnm>U 3" 1lO GPM 4' 180 GPM 4' 160 GPM SLEEVING NOTES / KEY 1S2 PIPE SIZING INDICATOR. SLEEVE 11 SHALL BE CLASS 315 PVC SLEEVE SIZE IN INCHES PIPE SIZE IN INCHES 2WS IRRIGATION WIRE SLEEVE. SLEEVE L SHALL BE CLASS 315 PVC SLEEVE SIZE IN INCHES TREE BUBBLER SYSTEM NOTE: REFER TO CITY OF CARLSBAD DETAIL: VI D. 1 -1 P.O.C. SYSTEM #3 CONT. 3 DOMESTIC WATER WATER METER ~ BACKFLOW DEVICE ~ HYDRAULIC GRADE LINE 315 FEET APPROXIMATE LOCATION or 1 FEBCO 11~ REDUCED STATIC WATER PRESSURE AT METER -'1 PSI PRESSURE BACKFLOW PREVENTOR(S). THE CONTRACTOR WATER METER SIZE 1 V2 INCH SHALL VERIFY THE INSTALLATION DETAIL AND LOCATION WATER METER SERVICE SIZE 21NCH WITH THE OWNER AND WATER AGENCY PRIOR TO DESIGN WATER PRESSURE 76 PSI INSTALLATION. NOTE: 2 V2' SCH. K HARD COPPER MAXIMUM DESIGN FLOW 110 GPM BETWEEN WATER METER AND BACKFLOW. THE CONTRACTOR SHALL VERIFY THE METER SIZE, PRESSURE REGULA TOR ~ LOCATION, AND STATIC WATER PRESSURE APPROXIMATE LOCATION OF 1 WILKINS ...,_, 'Ill' PRIOR TO PERFORMING ANY IRRIGATION WORK UNDER THIS CONTRACT. (METER PROVIDED BY OTHERS) PRESSURE REGULATOR PER THE IRRIGATION LEGEND. SET PRESSURE REGULATOR IN THE FIELD. CONTROLLER □I□ 1 • 24 STA"T!Clta CONT. 1A SET AT 76 PSI., MASTER VALVE 8 APPROXlt.lATE LOCATION OF 1 CALSENSE m SERIES APPROXIMATE LOCATION OF 1 AAINBIRD 1114' CONTROLLER(S) AND ELECTRICAL SERVICE MASTER VALVE PER THE IRRIGATION LEGEND. (BY OWNER). THE CONTRACTOR SHALL VERIFY THE FLOW METER II) EXACT LOCATION OF THE ELECTRICAL P.0.C. APPROXIMATE LOCATION OF 1 CALSENSE 1112" IM8I AND STAKE THE EXACT CONTROLLER LOCATION FLOW SENSOR PER THE IRRIGATION LEGEND. FOR APPROVAL IN THE FIELD BY THE OWNER. INSTALL GATE VALVE EB CONTROLLER IN A STAINLESS STEEL CONTROLLER ENCLOSURE. MODEL CA-1111-24ET11R8E , FDR 2 SIZE PER IRRIGATION LINE SIZE CONTROLLER(S) PER THE IRRIGATION LEGEND. RAIN SHUT OFF DEVICE: LOCATED ON CONTROLLER ASSEMBLE 2RSE RECLAIMED IRAKJATION MAINLINE LOCATION: LOC,AT IRRl6ATION MAINLINE INSIDE LANDSC.AP AREAS TY'P. PROVIDE SLEEVES UNDER PAVEMENT AND FOR ALL LINES ADJAC-ENT TO POTABLE VIIATER LINES AND FIRE SERVIC,E LATERALS, SLEEVES SHALL BE 20' (IQ' EAC-H SIDE OF PIPE) LONG PER SAN DIE/50 HEAL TH DEPARTMENT PIPE C\J ,-- 1- UJ w I Cl) UJ UJ en UJ UJ en UJ z (0 ,-- t-'\..1t4 1':i41- UJ UJ I Cl) UJ UJ Cf) UJ z -_J I ~ ~ ~3--2 VAL • ,J Ti:•·· . G.P.M: I ------- I I 2 1 , Ii .. ' L,.! fo~. 1-1 * ~ I · • 1 lt:;::Pl:!:!i !!i\ <>~~4$!'.__J 1:t' ., ,+-, ,_.,,-~~-ri- Ii I l \' I I ¾ I i-1 li ',, ' \ STA: 3-8 VALVE: 1 V2 G.P.M: 29 I I I . ll / I ·' ~~,--=~··,='"""' 1 CONNECT TO SD. I WITH '18" PVC • BO I D 0 0 ARCEL 8 ~DJ. 500, PER ADJACENT PLA! . CITY OF CARLSBAD . --. -------- .,,. ~--.., ·• ..... ' ' "•"'-,,........., ,, ----. •w--I ""• ~"""''"•• . ,, , ---------~-----! ,..,,, :;· 1, i ' I STA: 3--21 VALVE: 1 G.P.M: 14 STA: 3--22 VALVE: 1 G.P.M: 14 STA: 3--23 __,,---4C7 EASEMENT ON A LOT S87 TO BENEFIT SUB.ECT PROPERTY RECORDED AS FILE NO. 82-65657 O.R FOR ACCESS, SLOPE EXCAVATION AND LANDSCAPING (PER PR 13208) .,,----EASEMENT FOR WATER PIPELINES PER QR NO. 83-358773 (NQ'ra ltlERE ARE NO EXl811NG FACILITIES IN 1li1S EABEMEN11 ' I I lj R j I PLAT, 11 ARLSBAD; I II i ' I Cl/;, I I l$1N3 LAN~ SLOPE NAP. I I I I I I I I I I I . I I I SCALE AGENCY SUBMITTAL #3 REAL 9/23/97 VALVE: 1 G.P.M: 18 APPllOVED FOil PLANTING AND IllllIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AllEAS. YI. ASL CONSULTING ENGINEERS Plan Set: q 0 , 2 I PLAN CONTROL Date: ~/23/~1 ~- ~ CITY OF CARLSBAD I SH30[[TS I 1----1---+---------------+----l---+--+----i L_.!!__j PLANNING DEPARTMENT 1-----1---+---------------+----l---+--+-----I LAN DESIGN PL\ll■IJI ~ LANDIC.\PI ilCJUl'IICl'ULU. P1AN8 R)a, MARRIO 11 'S BRIGHTON GARDENS CARLSBAD IRRIGATION PLAN lh._y•lfi'l• 1-----lf----+---------------+----1---+--+-----I APPROVED C714l 567--6862 tE.«JM //J · ~D-,2 1-__ __:.::::...=-==--==:..._ __ _J---t--17.\----------------r--r----r---r--1 ..,_AS:::$:::1$:::T""::::T::Pl.,l,=N~Nl~NO::D::::IR~ECT~OR~======:;-;::::===~=T~E ~~: =~P="T~ 1~~\\ ~-D•TE INrtlAL DATI INITIAL DATE INITIAL ,- !\11,,"fo "/it"&, ... "'"'r'oil"Jfi.~~~.oh°".w; REVISION DESCRIPTION ;r~.,.~111•&(:ro" cZ\J='/ 61-""' ENGINEER or WORK OTHER APPROVA~ CITY APPROVAL OWN 11T: ...IL_ CHKD BY:.Jlll_ RVWD IIT:.Jlll_ PROJECT NO, CUP 98-18 SOP 98-10 t.M.WD98-CM8 I I I I I I ,' I I I I I I I I I I I I ,' I I I I I I I I I I I I I I I I r I EXISTING COMMERCIAL / OFFICE N.AP. ~/ r _,,-----··---~-~ ·--~ ... // I I I ~7 ./ /' ), /·-· _/_ -- /__ D - APPROVED FOi. PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. - 4C7 EASEMENT ON A LOT 387 TO BENEFIT SUBJECT PROPERTY RECORDED N!, ALE NO. 82"85857 O.R FOR ACCESS. SLOPE EXCAVATION AND LANDSCAPING IPER PR 13206) \ GROUND COVER, \/INE 4 ESPALIER. LEGEND !5'1"MBOL l'I.ANT HAt-tE .JJTE MESH -BEL TON IND. UNDER ALL SHRl.16 ® -ANTI li"IA5H/6EO .JJTE PLANTIN6 ON SLOPE 'SMOLDER-RESISTENT THIS SHEET, SEE (BRO~ PLANTIN6 NOTES. ~ LASTHENIA C,ALIFORNIC,A PLANTA60 OVATA OVE!s!SEED l'-1I X -'C,' ~ i"IYOPORUl'-1 PAC I FlaJM PLANT TRIAN6ULAR FROM FLATS SPAGIN6 • 24" O.C,. PLANTING NOTES, I. ALL LANDSCAPE AREAS SHALL DAAIN TO TI-IE A~ DAAIN AT MIN. 2lll PER CIVIL EN6INEERS REVISED <S-RADIN6 PLAN, 2. REFER TO THE LANDSCAPE C,ONSTRUC,TION PLANS FOR ALL CONSTRUCTION FEATVRES SHOl°'N HEREON. FINAL 11'!.EE AND SHl'WB PLACEMENT TO Bl: APPROVJ:t) BY Ol"tNER/LANDSCAPE ARC.HITECT PRIOR TO PLANTIN6. 8. (4'--) TY'P, FLOJ/ILINE/DIR.ECTION OF DAAINA6E • :2% MIN. SEE CIVIL EN6. PLANS. 4. @ INDICATES ROOT .SUARD PER DETAIL '6' SHT. LP-, 5. VINJ:S AND ESPALIERS ARE: SHOl"tN IN PRIVATE COVRTYARD!> OFF05ITE THE PLANTIN6 ARE::A FOR C,LARl1Y. ALL. VINES AND ESPALll:RS SHALL BE PLANTED IN COMMON ASSOC.IATION MAINTAINEO P1..ANTIN6 AREAS, 6. STEFPIN6 PAO FER C.ONSTRIJCTION 1"1..ANS 1. THE CONTRACTOR SHALi.. O!5SERVE THE FOI..L.Ol'IIN6 PLANTIN6 REQUIREMENTS FOR ALL 11'!.EES, A. 11'!.EES PLANTED 5'-0" OR ,5,RE:ATER TO A HAR[)SC-APE ELEMENT DO NOT REGUIRI: A ROOT BARRll:R. ANY TREE CLOSER THAN 5'-0" TO HANDSC.APE ELEMENT REQUIRE!:, A ROOT BARl'!.IER. B. NO TREI: SHALi.. BE: CL.OSER THAN AS SPECIFIED IN TRl:E I..E6END. C. THE CONTRACTOR SHAI..I.. VERIFY AL.I.. MINIMUM Tl'!.EE Sl"ACIN6 REQUIRl:MENTS PRIOR TO l"I..ANTIN6. 11'!.EES NOT Ml:l:TIN<!> THI: REOOIREMENTS SHALL NOT eE PLANTED AND SHALL BE 6ROU6HT TO THE ATTENTION OF THE OffiER/LANDSCAPE ARCHITECT. t,, PL.ANT ALL CAMELLIA!> $ VIBUl'!.NUM DAVIDII IN 100% PEAT MOSS. SA~TE Pl:AT MOSS l"IITH l"IATER PRIOR TO USE. <l. l"i:ED ERADIC,ATION NOTI;, THE LANDSCAP!; CONTRAC,TOR SHALL REMOVI: ALL THE 1"11:1':DS / VE6ETATION FROM THE SLOP!; PRIOR TO l"LANTIN6. REFER TO THE ~ED ERADICATION NOTl':5,5HEET 5. SCALE 1· = 20·-o· TREE LEcs,END OUANTl'T'Y' !llZI! ~ 0 EUCAI.YP1U5 5IDEROXYLON 'ROSEA' fa.EDlf<ONB~ T3 10 l!l&AL. !ITANDAl'tD ...~ l"-"•41 A•IO I 5•:25 0 EUCAI.TPT\JS MAGUL.ATA 14 l!l&AL. 9TANDAl'tD T3A 6•5 l"-"•41 A•iolo?>•:25 ,t ■ ~L.....,,,...,;, ~ A • ~AL 5ETB.AGK M•~WotROl.t<P-$ ■ MINI-9PA!;.I ... SHRUS LE5ENO PL.A,.,._ OOANTl'IY 51?1! e ~ALLONIIJ,,,. ·~,· '" 5~ ~·~ ® Pt!OTINIA _, ,., 5 ,tAL. •~< LOCATE STREET TREES, A. A MINIMUM OF' 3' OVT5IDE THE l"UeLIC, Rl,s.HT Of" ;,!AY' (!XC.ePT l"IITHIN THE "R.EDEVELOl"MENT ZONE (YR ZONE) AND Bl:ACH AREA OVERLAY ZONI:" l"IHERI: STRl:ET mEES MAT BE: ALLOl"IE!O l"IITHIN THE R.O.l"l IF APPROVED 6Y' TI-IE C,I1Y). e. A MINIMUM OF S' FROM PAVIN6. C. A MINIMUM OF 1' FROM ANT SE~ LINE. D. NOT IN C.ONFLIC.T l"IITH PUBLIC. IJTILITll:S. e;, NOT BE ALLOl"ED ON 511'!.EET CORIERS l'IIITHIN A TiltlAIIW-Afl!. ZONE DAAl"tN FROM TJI\IO POINTS, 25' FROM THE BE6INNIN6 OF CURVES AND END OF CURVES OR l"IITHIN Sl6HT LINES AS DE5CRl6f!D UNDl:R. "5I6HT OISTANCE" ABOVE. UTILITY TR.EE c;.ooRDINATION NOTE, NOTE, ROUTE UTILITY' LINES Al'IIA"I' FROM PLANTE!l'fS J/'IITH TREES. DO NOT PLANT TREf!S J/'IITI-IIN 5' OF BEl.01"1 E>RADE UTILITIES. USE ROOT BARRIERS ON ALL TREES l"tlTI--tlN 10' OF 61:LOl'II i!:>RADE UTI l.lTIES. SLOPE PLANTING-STANDAR.D5-C.ITY QF c;.AR.L5E3AD SLOPE REQUIRIN6 EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL 6E TREATED l"IITH ONE OR MORE OF TI-IE FOLLOJ/'IIN6 PL.ANTIN!!:, STANDARDS, A. STANDARD •1 • COVER CROP/.JJTE M!;f,H COVER CROP SHALL BE A SEED MIX TY'FICALl. Y' MAOE Ufl' OF' QUICK i!:>ERMINATIN6 AND F"AST COVERIN6 6RA55E5, c:;.LOVERS, AND/OR l'IIILD FLOl"IERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY Af'f"fU)VAL FRIOR TO APPLICATION. THE COVER c:;.ROP SHALL BE APPLIED AT A RAT!: AND MANNER SUFFICIENT TO PROVIDE "IOll!. COVERA6E l"lln--llN THIRTY (SO) DAY'S, TYPE OF .JJTE i"IESH SHALL ee AS APPAOVEO 6"1' THE C,ITY AND STAKED TO THE SLOPE AS RECOMMENOED BY Tl--lE MANUFACTURER. JUTE MESH SHALL BE REQUIRED l'IIHEN PLANT I N6 OC,C,Ullt.S BETl"IEEN AU.SUST 15 AND APRll. 15. OURIN6 THE REMAINOER OF Tl-II!! Y'l!!Afl!., THI!! COVl!:R CROP AND/OR JUTE MESH MAY ee USED. 6. STANDARD 1t2 -SROUND COVEiii. ONJ: HUNDRED (100%) Pi:RC;ENT OF TI-IE AtltEA !>HALL t!IE PLANTI;D li"IITH A <SROUND COVER KNOl"IN TO HAVE E:XCELLENT SOIL 61NDIN6 CHARACTERISTICS (PLAN~ l""-OM A MINIMUM size OF FLATTI;D MATE;RIAl. AND ~ACE:O TO PROVIDE FULL COVl':RA6E li"IITHIN ON!!! YI!!~. C. STANDARD -S -l.01'11 SHR.Ul5S LOl"t 5PREADIN6 l'IIOODY' SHRJJ65 (PLANTED FROM A MINIMUM OF 2 ¾ INGH LINERS) SHALL COVER A MINIMJM OF SEVENTY' (10%) PERCENT OF THE SLOPE FACE (AT 1'-1A'Tl.$E SIZE) 0. STANDARD "4 -TREES AND/OR l.AR<SE ~155 TRE:f:5 AND/OR LAR6E SHRUBS SHALL BE (PLANT!!D l"MM A MINIMUM OF I <SALi.ON CONTAINERS) AT A MINIMUM RATE OF ONE (1) Pl.ANT PER Tl'IIO HUNDRED (200) SG!UARE FEET. AREAS OF APPLIC,ATION (PLANTING) SLOPES --bd OR STEEPER AND, A. S FEET OR LESS VERTICAL HElcs-HT ANP ARE AOJACeNT TO PUBLIC li"IALKS OR STRl:l:TS Rl;GlUIR!: AT MINIMUM STANDARD -I (COVER CROP AND .JJTED). El. 4 FEET TO e FEET IN VERTIC,AL HEISHT Rl;GUIR!: STANDARDS Ill, 1t2 AND 113. C, IN EXCESS OF f> FEET IN VERTICAL HElcs-HT RE!GUl"-1!! STANDARDS •1, •::z, 113 AND "4, SPEGIAL GQNplTIQNS AREAS 6RADED FLATTI;R TI-IAN b, I RE!QUl!IU! !>TANOARO Ill (COV!aR CROP) ~!;N TH!;Y' HAVE ON!; OR i"IORf: OF Tl--11: FOLLOl"IIN<S CONOITIONS, A, SHEET <SRAOED PAOS NOT SCHEDULED FOfl!. IMPROVEMENTS l"IITHIN 6 MONTHS OF COMF'LeTION 01" ROUTH i!:>RADIN6. 6. A POTl':NTIAL !;ROSION PROel.EM AS DETERMIN!:D BY THE CITY. e,, IDENTIFIEO BY THE CITY AS Hl<SHL Y' Vl!>l!!ILI! AREAS TO THE PUBLIC OR HAVE !:>PECIAL CONDITIONS THAT l"IA~NT IMMEDIATE: TREATMENT. AGENCY SUBMITTAL #3 9/23/97 0 1 Al'!.EAS TO BE HYDROSEEDED SHALL FIRST BE DISKED OR ROTOTILi.ED TO PROVIDE A FRIA6LE, LOOSE SEED BED. ~~~=-===~~~=~="===·~~·-------~ ASL CONSULTING ENGINEERS Plan se1:,_..,,_"1 _ __, _ 'YI' 1 , , , 1 , , , 1---~ PLAN CONTROL Date: <l/231<11 '-:>, ~---·-----·-··-···· .............. , .... ,._ HRP LAN DESIGN ~ LNIJBC,l,PE NCt'TEC11.RE LflMN ll0lllN .. ~.-- l-----+-----+---------------+----1--+---+-----l ~8 CITY OF CARLSBAD I SH30EETS I LJ!_j Pl.ANNING DEPART~ENT ~==:'..-================:::::'...:::==~ LUID9CAPB AJlCIIITIIC'IVllAL PlANll POii, APPROVED MARRIOTTS BRIGHTON GARDENS CARLSBAD PLANTING PLAN (714) 557-5852 fE4083 '-... -.... -..... -'.::..:.= •• ~ .... =cr-= .... ~ .... _:.:IT$=CQ=.:. __ •• -LAW---tl--_ -_ -_ -_ -_ t4--_ -_ -_ -_ -_ t:-1" '/F..,; -._ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ i-+ -_ -_ -_ -_ -_ t4--_ -_ -_ -_ -_ t+--_ -_ -_ -_ -_rf--_ -_ -_ 1-1 ~~ ... =·='ST=-•=-"::::T..:::_· ... =-=·~·~•-~o=D='·=•c=T=O•=======:::::;:-.====O=AT~t COPYRIQMT AND OfflER PROPElfTY 111:IOHTS IN THESE Pl.AMS. DAn INITIAL DATE INITIAL DATE INITIAL OWN BY:____IL___ PROJECT NO. DRAWING NO. TNtsE PLANS ARE NOT m et:: P~bUctD. CHAl'tGED.Olt >---~----1 CHKD BY•,_JJ_ CUP ...., ·1"' CQPl[D IN .,., '°'" ...... ,. WHATSOEVER, HOR -REVISION DESCRIPTION ...,.. • .. ... ,L THEY To ,. ASSIONEO To • r"'"& ••IITT wmt011T ,,..,-ENGINEER or woRK OTHER APPROVAL c1TY APPROVAL •vwo BY,....t!!L-SDP 96-10 ......,. Rli.,l'll:8dl'J •. WRITT•• PER•1ss1 • ••• CONSENT or C.M.W.D 116-C.448 GUANTl1Y SIZE "l!MA- r"7 TURF ~ MARATHON II 2 T SLOf"E IL 4" OOl"!N SCAPE. R MANUAL, INSTALL 9" HICK LAYER IN ALL NON-URl" PLANTIN6 AR.1;:AS LESS STEEP THAN 5d M'r'OPO!'WM PACIFICUM FROM FLATS JUTE ME5!-1 -BEL TON INO. -ANTI l"IASH/,s.EO JUTE: 'SMOLOER-RESISTE:NT (BROl"IN) LANT TR.IAN61JLAR AGIN6 Ill 24" O.G. UNOER ALL 5!-IIIWe PLANTIN,S. ON SLOl"la THIS SHEET, SEE PLANTIN<So NOTES. 0 SHOYlcL GUT TU"-f ro6E ---------- .>·-' .. . . . . . . . .. -~ FOT LEc!',END . -···-····- GLIYIA MINIATA 1"11 TH HEDEIV,. HELi X ® 'YARIEc!>ATEO' 4'" POT5 EQUALLY 5PAGEO Al'tOUND FOT FICUS 61;NJAMINA STANOARD l"IITI-1 6AAOEO TRUNK li'IITH ~ BEGONIA TIEM~R-FLORENS PIN -4" POTS EQUALL( ~Act~ AROUND POT. R PLA BE60NIAS Tll'tlC,E YRC-?: r.-,OENIX ROEBELENI I- SIN<S-LE TRUNK li'IITH © PELARGONIUM PELATUM 'RED)-4" FOTS EGUALL Y ;;FACED AROUNO POT BOL/doAINYILLl:A @) 6AA5ILIENSIS 'RASPBERRY ICE' * FHORMIUM TENAX (5) VARIE6ATUM' ll'tlTH PELAR60NIUM PELATUM RE0)-4" POTS EGUALL 'r * 5PAClcD AROUND FOT AZALEA H'r'BRIO Cs) (BEST AYAILABLI!:- BLOOMIN6) l"LANT l"OT MATERIAL GUANTIT'f SIZE AND 4 STY• "' QUANTITY 5 ,io,;,. 5-!5 (S,AL OOUl5LE RIM 4"1"01'5 •2-24 (00 TOTAL FLANTSJ 2 •o. 2-1 (S,AL DOV6LE RIM 4" POTS •2-26 (Ii!> TOTAL PLANTS) 4 •o. 4-!5 <SAL OOUBLE RIM 4" POTS •2-21:> (!l:2 TOTAL PLANTS) I ,ioc:,_ ANFOl'V, OLIVA !5 6AL "55-1 2 "'"'· !5 e!>AL TUSCAN ORCIO 4" POTS •400-B 2 ,io,;,. 5 ,S.AL ooueu: (l"ULLJ RIM • .,_~A * PROVIDE l'tl:C,A5T CONCl'ltf:TE l"AD TO 51!:T POT5 ON. ---.. I EACH POT t> 1:ACH POT I l!:ACH l"OT & 1!:AGH l"OT I EACH POT & EACH l"OT I EACH POT I EACH POT 6 1!:ACH l"OT I !ACH POT PAO SHOULD BE 4" LAR6ER THAN POT. f"ROYIOE 6" OF 6RAYEL UNDER C,ONGR.i;:TE: PAD. I. ALL POTS Alll:.E <S-OODl"IIN INTERNATIONAL AVAILABLE THROUc:,H, <SOODll'tlN INTE:RNATIONAL 2"115 RED HILL AVENUE, su1re 0101 CO~T A MESA CA. q2t,2t, PH, e,oo) b00-5200 FAX,/1I4) 2-'1-1-1&1-'I- CONTACT, KRISTA •P01'5 TO BE SEALED AND ORAIN HOLE PLU6<!-ED P~ JAtltOINIEtlt SYSTEMS-SEE NOTE •2 BELOll'I. 2. ALL POTS TO RECEIVE 5UB-IRRl6ATION TANK 5YSreM V'v'STAND PIPE AVAILABLE THROU(S,H, JAl'WINIER PLANTER $'r'STEMS ;2q15 RED HILL AVENUE, SUITE 010!! cow A M~SA, C,A. q2626 FH, 14) 4 2-0226 FAX,/1I4)452-02 .. 0 CONTACT, BRAD SFRA61JE !!. COORPINATE FOTTIN6 SOIL FOR POTS 11'\ITH JAl'ltDINIER PLANTER S'r'STE:MS PRIOR TO PURGHASIN6 6AGKFILL MIX, A. LAYER OF PER.LITE IN BOTTOM OF POT, PE"-JAl'ltDINIER. e. POTTIN6 SOIL 11'\ITH 7551; 5PHAN6UM PEAT MOSS AND Fltlt BARK ANO 2!5SI; PE"-1..ITE PER JAROINIER. ----------········· SYMBOL [I ,1,. ---------------PLANT NAME GUANT11Y SIZE ~A~ CALLIANOAA ESP ALIE"-HAEMATOCEPHALA 5 5 ,s.AL. ATTACH TO V'IALL ""&O 5HRIJ6 LE.SEND SYMaOL PLANT NAM!< PANDOIV,. VINE JASMINOIOES 0 5 ,S.AL. ATTAC,H TO ~51:A' PPO COLUMN ----@ A6A.PAN11-US Al"l'<IG.Atv5 ,., I 6AL ~, l"ETEI'. FAN' ,. e<JXU!> ..IAPQNIC.A &I 15AL ~ .. --~el!!...,,...,.. 0 C.AM!!LLIA :!o~AN<ill.lA , .. ll"AL 1!19ESfAVAI~ ,c, 0 c.JPH~ HYae<:>Pll"c:>t,.IA 145 I .,AL, ~,.,~ 'COMPAC7"A' 8 !:&::.ALLONIA f"'RADl!511 106 116AL. ,..,-~ le) LIISU!lTIOIJI,< ..IAPQNIC.A '2"1q !5 6AL. !!HIIILl:I ,.,,,.,_, ,~, 'Tt!X.\~· (;> LIRl<?l"la 6I6ANTiaA ::16" I SAL. ~"' ® NANDINA l><>M!:ST1C.A 5'I !I 6AL ~· 'GOMPAGT,&..' -::..-----~,H-----~:::. RW. --,. -® l"HO!eNIX MEBELEIII I , Ill 6AL 9, T'IIIUNK MJL. Tl ,:z» ~I1.M TENA)( W --------------'-~ ~-----lk -------------0 e, llli 6AL 'MAORI MAIDEN' ,.u ----------,s. - .--· __ , .. -----·· R SHRUB TO TlJl"l:F Fl.A TIO 51-il'We 15,300 !!G. FT. (5!!1 Sli) TURF 19,t,OO 5G. FT. (4-7 Sli) l"LANTIN& NOTES, I. ALL LAND¾APE ARl!:A!5-~ALL DRAIN TO THE ""-EA DRAIN AT MIN. 2% Pf:R CIVIL ~INEEFt!! REVl!>eD 6AADIN6 PLAN. 2. REFER TO THE LANDSCAPE CONSTIOWCTION PLANS FO"'- ALL CON5Tl'WGTION FEATUR.ES SHOl"IN HE"'-EON. FINAL TIil.EE AND 51-1"'-l.lEI PLACEMENT TO SE APPROVED l!!Y Oll'tNER/LAN1'5GAPE A"'-CHITEC T PRIOR. TO PLANTIN6. !'. (4"--) T'r'P. FLOl"ll.lNE/DIR.ECTION OF DRAINA6E • 2SI". MIN. !!>EE CIVIL EN6. PLAN5. -4. @ INDICATES !'WOT c9UA~ PER DETAIi. 'e' 5HT. LP-9 !5-. VINES AND c5PALII!!~ AlltE 51,01/'tN IN l"ftlVATE C-OUl".T'f~ OPPOSITE THE PLANTIN6 AA.EA FOR. GL.AR.IT'f. ALL VINES ANO ESPALIERS SHALL BE PLANTED IN COMMON ASSOGIATION MAINTAINED PLANTING, AREAS. &. STEl"PIN6 FAD l"E"'-C,ONSTIIIUG TION l"LANS i. THE CONT'1.AG TOR. SHALL OBSE"'-YE THE FOLLOl"IIN<S Pl.ANTIN6 "'-EGUIREMENT5 FOR. ALL Tl'l.EES, A. TREES PLANTED 5'-0" O"'-G"'-EATER TO A HA"'-05CAPE ELEMENT DO NOT REGUIRE A "'-GOT eAR.RIE"'-. ANY TREE GL.05ER THAN 5'-0" TO HAND5GAPE ELEMENT REGUIRES A "'-GOT 6AAl'l!.IEl'I!.. 6. NO '!"l'i.EE SHALL 6E GL.05ER THAN AS SPECIFIED IN TREE L.E6END. C,_ THE GONmAGTOR SHALL VEl'l!.lf"'f ALL MINIMUM TREE 5PAGIN6 1'1.EGUIREMENT5 l°RIOR TO PLANTIN6. TREES NOT ME:ETIN6 THE REGUIREMENT5 SHALL NOT 6E PLANTED AND SHALL BE 6ROU6HT TO THE ATTENTION OF THE Ol"INER/l.AND5CAl"E: A"'-CHITEC-T. !5-. PLANT ALl. GAMEl.l.lAS • V16URNUM DAYIDI I IN IOO!lli l"EAT MOSS. SATUl'l!.ATE PEAT MOSS l"IITH l'IATER l°RIOR TO USE. 'I. ALL T1JlllF AREAS SHALL !!IE I!>' ll'tlDE MINIMUM l"ER THE CI TY OF GAfi'.L56AD. LOCATE STREET TREES, A. A MINIMUM OF 3' OUTSIDE THE l"U!!ILIG l'l!.161-!T 0,-l'IAY (eXGef"T l"IITHIN THE "REDEVELOPMENT ZONE (Vl'l. ZONE) AND BEACH AREA OYEfi'.LAY ZONE" l"IHE"-E STREET TREES MAT 6E ALLO~ l"IITHIN THE RO.ll't. IF APPROVED 6'( THE GIT'f). I!!. A MINIMUM OF 5' FROM PAYIN6. C-. A MINIMUM OF T FROM ANT SEl"IER LINE. D. NOT IN GONFLIGT l"IITH l"UeLIC 1/TILITIES. E. NOT !!IE ALLOV'IED ON STREET GOl'!.NERe l"IITHIN A TtltlANdoULAl'I!. ZONE DRAl"IN F,WM Tl'IIO POINTS, 25' Fl'WM THE l!!E61NNIN6 OF CURVES AND END OF CURVES 01'!. i"IITHIN Sl6HT LINES AS DE3GRl6ED UNDER "Sl6HT DISTANCE" ABOVE. lJTILITY TREE COORDINATION NOTE: NOTE, ROUTE UTILITY LINES AV'IA'f FROM FLANTl!:fltS 11'\ITH TREE5. DO NOT PLANT TREES !IIIITHIN 5' OF 6ELOll't 6RADE UTILITIE5. U!>E ROOT BARRIERS ON ALL TR.EES ll'tlTHIN 10' OF 6ELOl"I c,RADE UTILITIES. ti) w O::'. w > ....J w 0 ""'"""""'""' ~-l(PMIITl(Jl,I IIEctlvNI ..,.,., .... MATCHLINE SEE SHEET 23 5LOl"'E FLANTIN6 STANDARDS-CITY OF C,ARL56AD SLOPE REGUI"'-IN6 ERO!>ION CONTROL MEASURl:5 AS SPECIFIED HEl'tEIN 5!-IALL 6E TREATEO li'IITH ONE OR MORE OF THE FOLLOll'tlN<So PLANTIN6 STANDARDS, A. STANOAlll:.t:> "I -GOYER CROP/JUTE ME5!-1 COYER CROP SHALL eE A 51:l=D MIX TYFICALL y MAOE UF' OF GUIC,K 6ERMINATIN6 AND FAST GOVERIN6 ,s,RA551:$, GLOVERS, AND/OR 1/'tlLD FLOl"IERS. SUBMIT THE SPECIFIC, SEED MIX FOR C,ITY APPROVAL PRIOR TO Al"PLIC,ATION. THE COYER CR.of" 5!-IALL BE APPLIEP AT A AATE: ANO MANNER SUFFICIENT TO l"ROYIOE q~ C~RA<SE 11'\ITHIN THIRTY (50) PAYS. TYFE OF J.ITE ME5H SHALL f!E A5 APl"ROYED fl'f THE CITY ANP STAKEP TO THE SLOPE AS RECOMMENDEO 6Y THE MANUFAG TURER. JUTE ME5!-1 SHALL eE l'ltf:GUll'ltf:0 l"IHEN PLANTIN6 OC-CU"'-5 6ETl"IEEN AIJc!,UST 15 ANP APRIL 15. PUl'!.IN<!> THE REMAINPEI'!. OF THI:: YEAR, THE COYER CR.OP AND/OR JUTE MESH MAY BE U5Et:>. l!I, ST ANDAl'ltD •2 -,s.l'l!.OVND COYER ONE HUNPRED (I OOSI!.) PERCENT 01" THI!! Atltl!:A SHALL l!IE PLANTED 11'\ITH A <S-ROUNP COVER KNOl'IN TO HAYE EXCELLENT SOIL BINOIN6 CHARACTERISTICS (PLANTEP P"lltOM A MINIMUM SIZE OF FLATTED MATERIAL ANO SFAC,ED TO F'ROYIOE FULL COYERA6E l"IITHIN ONE 'fEAFlJ. C. STANOARO 11!!1 -LOii'! 5!-IRl.ll!5S l.011'1 $PREAPIN<!> ll'IOODY 5!-IRUeS (PLANTl:O FROM A MINIMUM OF 2 ¾ INCH LINERS) SHALL COYER A MINIMUM OF SEVENTY (iOSI".) PERCENT OF THE 5LOf"E FACE (AT MATUR!a SIZE) 0. STANOAl'ltD 114 -TREES ANO/Otlt LAtlt<SE 5Hl'IWl55 TREES ANP/OR LARGE SHl'i!JJ65 SHALL 6E (PLANTEP FR.OM A MINIMUM OF I c!oALLON CONTAINERS) AT A MINIMUM RATE OF ONE (I) PLANT PER Tli'IO HUNORED (::200) 5GUAR.f: FEET. AREAS OF APPLIC-ATION (PLANTINcS-) SLOFES --b,I OR STEEPER ANP, A. 9 Fl:ET OR LESS VERTICAL HEI6HT ANO ARE At:>JAGENT TO PUElLIC, il'IALG OR-STREETS REGUIR.1;: AT MINIMUM STANPARD "I (GOYER CROP AND JUTED). 15. 4 FEET TO e, FEET IN VERTICAL HEl<S-HT R.l;:GUIRE STANPARDS "I, #2 ANO -e. C. IN EXCESS OF f'; FEET IN VERTICAL HEI6HT REGIUIRE -STANDARDS Ill, •2, -e AND 114. 5PEGIAL GQNDITIQN5 AREAS c!>RAOEP FLATTE:R TI-IAN 6,1 REQUIRE STANPAAP •1 (COYER CROP) ll'tHEN THEY HAYE ONE OR MORE OF THE FOLLOll'IIN6 CONDITIONS, A. SHEET '5-RAOEP PAP$ NOT ¾HEOULEP FOR IMF'ROYEMENT5 l"IITHIN b MONTI-IS OF COMPLETION OF ROUTH 6IV,.DIN6. fl. A FOTENTIAL EROSION PROBLEM AS PETERMINEP eY THE CITY. C. IPENTIFIEO 6Y THE CITY AS Hl(S,HL 'f V1$16l.E AREA5 TO THE PUBLIC, OR HAYE SPECIAL CONPITION5 TI-IAT 11'\ARAANT IMMEDIATE TREATMENT. AREAS TO !!IE HYDR05EEDEO $HALL FIRST 6E DISKEO OR ROTOTILLED TO PROVIDE A FRIA6LE. LOOSE SEED 6EP. AGENCY SUBMITTAL #3 9/23/97 ASL CONSULTING ENGINEERS Plan Set: Ca PLAN CONTROL Dale: q;25;q, 1-w w I Cf) w ® f"H01"1NIA PR.ASE"'I -· ® Pl"fT05PORUM 'f091AA VA,tl~AiA' "' ® ~APHIOl,.tPl9 11\0ICA 'eALL.al.lNA' - © fti.!Af'HIOLl!!:PI~ INDIGA 'PINI<: L....,.,,' (s ' I STR.EL.ITZIA NIC.OLAI . © T~Ne~IA JAPONIC.A ~ .. .,., @ l"HOIIIMII.M ~ , '.JACl<~TT' 0 ~111.l~A ~ll'"L.Dl'V, TREE LEGENO ,,, ,.,AL, 811 :!o 6AL. '241 16AL ,qe, 56AL :;i 1!16AL ~le.AL ,-,,,.,_, II' MIN, PltOM el.~. '2"1 II 6AL ,e I 6AI.. 4' !56AL z S'l"MBOL PLANT NAM!: GUANTIT'f SIZE REMARl<.S -_J EUC,AL Yf'T1J5 I 0 51PEROXYLON 'ROSEA' () REDIRON6-TB ,, l!!I i5AL. STANDARD ~ e,:~ 1".i:;:t:::14 A•IO s-2~ 0 1:1.GAL YPT\15 ~ 1"1Ac:;ULATA -~ 1!5 <SAL. STANDARD -· 6"5 RcS,:=4 A• 10 Sm:;,2~ FOPOCARFl/e 0 i5AACILI~ PINE , 2-4• eox STANr>ARD llVl~'lllll6 ME~511"'!:fli!C>e 0 EXC::-1::~ 'Nl::1'-1 Zl=ALANr> !I 2-4• eox 9TANDA~ c::-tfRISTl"IAS TRI! ' T5 6.=4 R.0:=3 A:=10 5111::;'.2:!i 0 RHAPHIOLEP15 "MAJE5TIG BEAVT'f' 10 l!!I &AL STANPAIIW T~ (PATIO TR.e:e) !S:o:5 R.,S,::15 A::r.!:i ... ,, 0 SY~ ROMANZOl"l"IANUM 10 2-4" eox 1""5LI!:- GUEEN PALM TO\ ' MIN, P'IIOM i,u:16. Go•~ ~Gi-•'.:1-A•6 ~-10 0 ~ISTANIA C.ONl"i,1.TA "I l!I i5AI... 5TANDAlll!P 19R1919ANE eox TIC 6==4 R.6-==3 A.=;lr, S,1dl:;, • 11111 NOtllM'A!-~ ~ A•~IAL~K. "6 • ~?!D ~ !ie:'T'B.AGK :!i • MINtMJM :!iP'.AG1N6 SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 0 1 2 I I II I I II I i HRP :===t===t=======================j===j===j===j===j~_c_ITY--'-~o~F-=---=-~c=A=R=L~s_B_A_D.---.-JJsH30EETsl ,-L.:!_j _ PLANNING DEPARTMENT LAN DESIGN ~---"""' IW.l.ADAY • LIii! D ~~CA.- LAMIJIICAPII ilCB1TIICrUaAL PUNI ,oa, f-------t-----t--------------------+---+---f----f------1 APPROVED MARRIOITS BRIGHTON GARDENS CARLSBAD PLANTING PLAN (714) 557-5852 tE4063 L ___ ::::...::~::::::::::....::::::=-___ J----t---t7r-------------------1r--r--r--t--------t ~==15=TA="=T=P=l.l\="============-====l»-=TE= HIP LANDDICN EXF'RESSl.Y RDUVU ITS COlilllON LAW ,.... comlGHf ~· DfH[R POOPEA1Y RICHT!I IN THESE PLANS. DATE INITIAL DATE INITIAL OAT[ INITIAL DWN BY,....11....... PROJECT HO. DRAWING MO. ~~o~lf",t.,"'l'i,.::,or.,ro_,:•~f~.?Jr.~8~~.. REVISION DESCRIPTION f-----'----f-----'------1 CHKD BY:__LL_ CUP 88-19 '""' TO at ... ,•••• TO• THIRD ••m WITHOUT """' ENGINEER OF WORK OTHER ,t,PPROV•~ CITY APPROVAL -~o eY-,_JII SOP """-10 358-91.. ODTAIMIMG TH[ WRmEN PERMISSION MID CONSENT or RY"' ~ HRfl WDESJGtlll. c.M.W.D98-CM8 C 4 PL-ANTIN<!, NOTES, I. ALL LANDeCAPE Afll!.EA5 e!-IALL Ofll!.AIN TO THE Afll!.l!:A t:>fll!.AIN AT MIN. 2511 PE:R CIVIL ENGINEE:"'5 ~15~ 5RADIN6 PLAN. 2. REFER TO THE LANDSCAPE CONSTRUCTION PLANS FOR ALL CONSTRUCTION FE:ATIJRES SHOll'IN HEREON. FINAL TREE AND SHRUB f"LACEMENT TO el!: AF'l"MVEO l!l,Y Oil'<NE:R/LANDSCAPE ARCHITECT PRIOR TO PLANTIN<!>. 3. ( ) TYP. FLOl"ILINE/Dlt<!.EG-TION OF DRAINAaE • 2511 MIN. SEE CIVIL ENG. PLAN5. 4. @INDICATES ROOT 6UARD PER DErrAIL '9' SHT. LP-3 5. VINES AND ESPALIERS ARE SHOl'4N IN PRIVATE COURTYA~ OPPOSITE TI-IE PLANTIN6 AREA FOR CLARITY. ALL VINES ANO E5PALIEl':S SHALL 91:: PLANTE::0 IN COMMON A550GIATION MAINTAINED PLANTING AREAS. t,. STEPPING PAD PER CONSTRUCTION PLANS ,. THE CONTRACTOR SHALL oe5E:RVE: THE FOLLOJIIIIN6 PLANTIN6 RE'GUIReMENTS FOR ALL TREES, A. TREES PL.ANTED !5'-0"' OR 6REATER TO A HAROSCAPE ELEMENT DO NOT REQUIRE A ROoT BARRIER. ANY TREE CLOSE::R THAN S'-0" TO HANOSCAPE E:LEMENT REGUl"-Ee A MOT 9A"'-l'tll!!l't. e. NO TREE SHAL.L BE CLOSER THAN A5 SPECIFIED IN TREE LE6ENO. C. THE CONTRACTOR SHALL VERIFY ALL MINIMUM TREE 5PACIN6 REGUIREMENTS PRIOR TO PLANTIN6. TREES NOT MEETIN<!> TI-IE REGUIREMENT5 SHALL NOT BE PLANTED AND 5HALL BE 9ROU6HT TO THE ATTENTION OF TI-IE Oll'INER/LANc:>ecAPE ARCHITECT. t,_ PLANT ALL CAME:LLIAS 4 VI-NUM DAVIDII IN IOO!lr, l"eAT MOS5. 5ATU"-ATI'! PEAT MOSS JIIIITH ~TER PRIOR TO USE. 'I. ALL ~F AREAS SHALL BE t,' JIIIIDE MINIMUM PER TI-IE CITY OF CARLSBAD. LOC,ATE 5TREET TREE5, A. A MINIMUM OF 3' OUTSIDE:: TI-IE PUeLIC ,._16HT OF ~y f!!XCl!l"T JIIIITHIN TI-IE ''REDEVELOPMENT ZONE (VR ZONE) AND BEACH AREA OVERLAY ZONE' ~ERE STREET TREE:1 MAT BE ALLOl'IED JIIIITHIN THE R.0.1"1. IF APPMVED 6Y THE C,ITY). 9. A MINIMUM OF 5' FROM PAVING. C. A MINIMUM OF , ' FROM ANT SEl'ER LINE. D. NOT IN CONFLICT i"IITH PU6LIC UTILITIE:I. E. NOT BE ALLOl"lf:D ON 5Tl't.E:E:T C-ORNE:l't.:I i"IITHIN A TRIANGULAR ZONE DRAl"IN F~ Ti"IO POINTS. 25' FROM THE ~ BEcSolNNIN6 OF CUl't.VE:5 AND E:ND OF CURVE:I OR JIIIITI-IIN 5I61-iT LINES A5 DESCRIBED UNDER "5I6HT DISTANCE" ABOVE. UTILITY TREE COORDINATION NOTE, N 0 MATCHLINE SEE SHEET 19 C C n...,1111...., -~!I~; IJI-CPlll"f CIINl'(l€..c'{ orrn !16" --:-:I!', . . IN'-:,<.,.·.· •.. ··.; 5Hi-tU6 TO TURF RATIO SHRUB 2spoo SGI. F'T. (60 !ii',) TURF' I5poO SGI. F'T. (-40 !ii',) l=c=-~---s~---.-- 1 "' --w1-- / .. _/ I I I IN 11- IUJ I~ IW IUJ ~ I~ l::J 15 I~ I~ I I I I I I I I 5HRIJB LEcS>END @ ,.,.,.,.AAT>v.l i!l!I I •AL ""''"-1GAN,J$ -'l"!!T!!III. '°"'N' ID a,c,NY,W 11-4 !I SAL l'c,tllllJN~I -" "teMe"'-"'l..D • .-.11:TY• @ eou.s,.-.INVILLEA fl'"-A5ILl!eN515 <!!I , ...... ,., .. 'L.A .JOL..LA' El> !OUX!e JAPONIG ... 3-41 , ...... ~-"<SREENBEAIJIY' 0 GAMl:L-1,.I,., 5A&ANGIIJA 211 ,,,,..... 2&T .-.VNL.A&I! •• © GAAI56A le-4 6RANDll'I..OP.A I •AL ~-•~ G,ARPE;T' 0 CWH!eA HY'550PIFOLIA 212 , .AL. <IA<~ "COMPAGTA' e e!lGALL.ONIA !1-r !I ."'1.. <1,·~ FRADE5I1' CD Ll.su5TRI.IM .J,0.PONIC,A ::Z-4::Z 5 "'AL-......., '""""' ...... ~ 'Tl:x.o,r,u,f' 0 LIRIOPe iSl6ANTeA -I &AL. ..,.a, 0 MY"~ l"AGll'IGUM 166 I •AL. =• @ NANDINA DOME5TIGA ~5 !I "'Al. -'C,OMPAG T ,.,, © ~IUMTENAX ::Zll l!l 6AL 1-iA"'"-I MAIDl!N' "" ® f'MOTINI,._...._...__, 61 5 $AL. ... ® P'ITTO!,PORl,.IM TOOIAA "' 5 •AL. VARIESATA' @ ~AfPHIOLE~5 INDIGA 'B,l,LLEA.1 NA' IQ& , ...... . © A.HAPHIOLEPl5 l>C>IGA ,, .. !I •AL PINK LADY" ~· e R05A H'r"BA.ID TEAS (A5SOA.TED C.OLOA.5) .,, !I •AL -"'"""' (s) ~LITZIA NIC.OL ... I 10 I5•AL VEflt.flGAL. l"QftM e,• MIN. fflG)M 111.J:><1,. @ TIV,Ct<EL.OSl"E:-::Zb-4 !I •AL JA5MINOIDE5 = @ ,o,<OP.l•IIIA-f -m-lAX ~ ~KK 5PRATT' 11& , ,,.AL 0 PAA.I56A IM'.ANDll"LOIO.,I 1!I , "'""- =·· TREE LEISEND PLANT NAME GIIIANTITY s,ze (j) C-HAMAEA.OP5 HUMIL.I5 MEDITEAAANEAN :24" !IO)( !! T-K -4 MULTI FAN PALM ,. 6•4 IM•SI A•IOI 5•15 0 CUPANIOP5I5 ANACARDIOIDE5 C/',/'1110T l'400D ., :24" !90)( STAND~ T- 6•4 IR<>•sl A•1ol &•so EUCAL. 'l'P~ 0 5I0EA.OXYL.Olol ~E:A' ~ IA.ONBAA.I< i!I 15 19,AL. STANDARD T3 6•S 1=•41 A•IO I 5•05 0 PODOC,ARRJ5 ~ILloR. !! st," SOX 5TANOAll!O FERN PINE r4 ,S,•IOIM•6I A•2ci 5•55 MeTRO!>IDeROe EXGEL5U5 NOTE, flitOUTE UTILITY LINES Al"IAY FMM PLANTE:111!.S l"IITH TREES. DO NOT PL.ANT TREES i"IITHIN 5' OF 6E:LOl'I $"'-ADE UTILITIES. USE ROOT 6ARRIE:RS ON ALL TRE::ES l'IITHIN 10' OF BE:L.OJ/11 <S-l't.ADE UTILITIES. EASEMENT FOFI WA TEPI PIP£UNE8 PEPI OIi. NO. 83-368773 (NOTE: THEFIE AAE NO Dl'IAJNAOE EA!EMENT --~ PER Oil 73-144267 EL CAMINO REAL 25'-0" 0 "NEI"! ZEAL.AND ::2 2•" eox STANDARD C,HR.I5TMAf', T~I:!' -.,:: 'J POT LEISEND l"OT QUANTITY SYMl!IOL PLANT NAME 4 STYLE: C-LIYIA MINIATA !5 Sa. l'IITH HEDEl't.A HELIX 'VARIEGATED' 4" POTS DOIJEILE EGlUALL Y SPACED RIM AROUND POT 112-24 PL.ANT MATERIAL SIZE AND OLJANTITY !5-!5 C!,AL 4" POTS (30 TOTAL EXISTING FACIUTIES IN THIS EASEMENl) -----' REMA"'-KS I E,4,,C,H POT 6 EACH l"OT I. ALL POTS Afll!.E ,S.001'JIIIIN INTE:RNATIONAL AV Al LA6LE THf'itOUC!,H: C!,OODl"IIN INTE""'ATIONAL 2"115 RED HILL AVENLJE, SUITE 0101 C-O~TA MESA CA. "1262t, PH,(E>OO) t,00•9200 FAX,/114) 24I•ItJ14 l ----7~;[)!:i75el'l'.JAFITI>IA---t----t-'-="-'-'--=--1 ----1 CONTACT, KRISTA •POTS TO BE SEALED AND Dli:AIN HOLE l"LLJC!,,S.EC) 1"1!:"-JA"-DINl!:!'t SYSTEMS-S!':E NOTE 112 EIEL.011'1. PANTS STANDARD JIIIITH 2 •o. 2-1 6AL I EACH POT Bi.:ADED TRUNK i"IITH BE60NIA rtEM~R-DOLJEILE FLORENS PIN -4·· RIM 4" POTS POTS EG!UALL ~ACf=. •2-26 (16 TOTAL e, EACH POT AROUND POT .(R PL.ACE) PLANT$) 6E60NIAS Tl'IIC-E: YRL Y HOENIX ROEBELENII- SIN6LE TRUNK Y'IITH 4 ea. 4-5 6'AL I EACH POT © PELAR<SONIUM PELATLJM DOU6LE RED)-4'" POTS EGlUALL RIM 4" POTS AC-ED AROLJND POT •2-26 (!52 TOTAL e, EACH POT PLANTS) OOU<S-AINVILLEA I •o. @ ANFORA !5 ,S.AL I EACH POT EIAASIL.I1:NSIS OLIVA 'RASPBERRY ICE' •55-1 * PHOl'.MILJM TENAX 2 Sa. 5 <S-AL I E:AC-H POT ® VARIE6ATLJM' l"IITH TU5C-AN PELAR<S-ONIUM PELATUM ORC-10 4" POTS RED)-4" POT$ EGlUALL •400-6 6 EACH POT * AC-E=D AROJND POT 2 ea. AZALEA HYBRID s <S-AL I EACH POT (BEST AVAILABLE-DOUBLE (FLJLU 6LOOMIN6) RIM •2-24 * PROVIDE REC-AST C-ONC-"-1:TE: FAD TO SET POTS ON. PAD SHOULD 6E 4" LAR<S-1:cR THAN POT. PROVIDE 6'" OF 6RAVEL IJNDER CONCRETE PAD. 2. ALL POTS TO RECEIVE 51.Jf:HAAl,S.ATION TANK SYST?:M 11'1/STAND l"ll"E AV Al LABLE THROIJ6H, JARDINIER l"'LANTEI'. SYSTEMS 2"115 RED HILL AVENUE, SUITE 010!5 COSTA MESA CA. "1262t, PH,(,I4) 432-0226 FAK/114)432-02<10 CONTACT, EIAAD SPRMLJE 3. COO!ltDINATE POTTIN(!; SOIL FOR POTS l"IITH JA"-DINIER l"LANTER SYSTl::MS PRIOR TO PURC-HA$1N(5, EIACKFILL MIX, A. LAYER OF PERLITE IN BOTTOM OF POT, P!:R JARDINIER. B. POTTINC!, SOIL l'IITH 15'1; 5PHAN6LJM PEAT MO$$ AND Fil'. EIARK, AND 25511 PERLITE, PER JARDINIEl'I.. GROUND C,0\/ER, VINE 4 ESPALIER LEGEND 5YMSOL PLANT NAME Q.JANTITY 5IZE ~ TLJ"-F L__'_j MARATHON II 9" THICK FINE SHREDDED BAFi:~ AS APPROVED 6Y OY'INER/L.A. ESPAL.IER AND VINE LEiS-END !lYMBOL l"LANT NAME CALLIANDRA [J HAEMATOC-El"HALA P60 PANDOl't.A JA5MINOIDE:5 'R05EA' "-'""6 SOD GlUANTITY 9 e ~XC-E:PT"l!-ls~NT SL.OPE AREA-C-UT50IL 4" DOJ/IIN AT ALL HARDSCAPE PER. MANUAL, INSTALL 9" THICK LAYER IN ALL NON• TURF PL.ANTINIS AREAS ~ESS STEEP THAN 3d !1121! ~ ... ~ 5 cSoAL. ESPALIE"'- ATTACH TO l"IALL VINE 5 ,S.AL. ATTACH TO COLUMN --EXIST 10' w. -SLOf'E-PLANTINcS, STANDARDS-CITY OF C,Al'f.L56AD SLOPE REGIUIRINIS EROSION CONTROL MEA5LJRES AS 5PECIF'IED HEREIN SHALL BE TREATED l"IITH ONE OR MORE OF THE FOLLOl"IIN6 PLANTING STANDARDS, A. STANDARD Ill -COVER CROP/JUTE MESH C-. STANDARD 11!5 -L.OJ/11 5Hl'IWB5 LOJ/11 SPREADIN6 Y'IOODY SHRUB5 (PL.ANTED FROM A MINIMIJM OF 2 ¾ INCH LINERS) SHALL COVER A MINIMUM OF SEVE:NTY /1O\ll,) PERCENT OF THE SLOPE FACE: (AT MATLJRE SIZE:) D. STANDARD "4 -TRE::ES AND/OR L.AR<S-E 5HRU6S TREES AND/OR L.AR<S-E SHl'IW6S SHALL 6E {PL.ANTED FROM A MINIMLJM OF I <SALL.ON CONTAINERS) AT A MINIMUM AATE OF ONE (1) PLANT PE:R TJIIIO HUNDRED (200) SGUARE FEET. 5PEC.IAL C:QNQITION5 ARE::A5 C!,AADED FLATTER THAN 6il REGUIRE STANDARD •I (COVER CROP} l"IHEN THEY HAYE ONE OR MORE OF THE FOLLOJIIIIN.s. CONDITIONS, 0 0 6'•4 IR<>•sl A•1ol s•:2• PL.ATAN.le -"CERIFOLIA 1'LOOD600D' _, " 15 $AL. &TANOARO 0 /STREET m!:~ LONDON f'I.ANE TREe ... ,, IM•S I A•IS I 5•55 RHAPHIOL.ePl5 'MAJESTIC BEAUTY' -4 15 •AL 5TANOAFW T1 6'•9 IR6•9 I A•5 I"'"" COVER CROP SHALL BE A SEED MIX TYPIC-ALL Y MADE LJP OF GUICK ISERMINATINIS AND FAST COVERING (!;"'-ASSES, CLOVERS, AND/OR l"IILD FLOl"IERS. SUBMIT THE SPECIFIC, SEED MIX FOR CITY Al"PROVAL l"RIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE "10511 COVERAeE l"IITHIN THIRTY (BO) DAYS. AREAS OF APPLICATION (PLANTINIS) A. SHEET c;l't.ADED PADS NOT SCHEDULED FOR IMPROVE:MENTS i"IITHIN 6 MONTHS OF COMPLETION OF ROUT!-! c;F!.ADINc;. A.05A HYBA.ID TEA /e!,ST AVAILABl.la) SLOPES --t,, I OR STEEPER AND, B. A POTENTIAL EROSION PR.061..EM A5 DETE"'-MINED BY THE CITY. 0 1-4 l!I <!>AL. STANOARD PATIO TA.El! TYPE OF JUTE MESH SHALL 6E AS APPROVED 6Y THE CITY AND STAKED TO THE 5LOPE A5 RECOMMENDED EIY THE MANLJF AC, TUREl't.. .JJTE MESH SHALL EIE REGIUIRED i"IHEN PLANTIN<S, OCCI.JR5 eETY'IEEN AUISI.IST 15 AND APRIL 15. DURINC!, THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR JUTE MESH MAY BE LJSED. e, STANDARD •2 -<SflWL/ND COVER ONE HUNDRED (IOOll',) PERCENT OF THI!: A"-1!:A SHALL eE PLANTED JIIIITH A 6,~ND COVER KNOl'IN TO HAVE EXCELLE:NT 50IL BINDIN(!; CHARACTERISTICS (PLANTED l"ROM A MINIMLJM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FLJLL C-OVERAISE JIIIITHIN ONE YEAR). A. 3 FEET OR LESS VERTICAL HEl<S-HT AND ARE ADJACENT TO PUBLIC-i"IALKS OR STfieET5 REGlUIRE AT MINIMUM STANDARD •I (COVER C,ROP AND .J.JTE:D). i,, 4 FEET TO e, FEl=T JI::!_ VERTICAL HEIISHT REGLJIRE STANDARDS •I, •2 ANO r:,_ C-. IN EXC-E$5 OF e FEET IN VERTICAL. HEl,S.HT REQUIRE 5TANDARD5-"I. 112. r:, AND 114. C-. IDENTIFIED e,y THE GITT' AS HIC!,HLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT JIIIAl't.l't.ANT IMMEDIATE TREATMENT. AREA5 TO BE: HYDROSEEDED SHALL FIRST BE DISKED OR ROTOTILL.ED TO PROVIDE A FRIA6LE, LOOSE 5EED BED. 0 0 T"'"" T6 "'"" I"""" I A•4 I S•S SYA6A.IJ5 ~ANZOFFIANUM I, 24" !!OX !ll•6Le-'MIN. -!!LD,!, . GUEEN FAL.M ,9 ,,., I"""" I ,.,.,, I s-10 TA.ISTANIA CONFERTA ~ I!! 6AL.. !IT ANO ARO eR.l!leANI!: !!!OX ..,..IC "'"" IR<>•SI A•IOIS•15 TRl5TANIA 1.AU"'-INA !! 15 <!>AL. 5TANOAIIQ;> AGENCY SUBMITTAL #3 9/23/97 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. © " ·- "'" IR6•s I ,.,,,. I 5•" SCALE 1• = 20'-Q• 0 1 2 I II I I I I I I I ASL CONSULTING ENGINEERS Plan Set: g ½~. • • -AL 6'<0.JNO eETSAGi<; A • Al!P.IAL i!>l!TeAc-1<; PLAN CONTROL ---·-·---····· ··-·"""" '"'' Date: '1/25/"11 . ----··-"' HRP LANDESIGN ~ NIClflECT\llE URBANDEllllN l:l,IO IIALIM,\V , "'-"" Q ~~~- R6 • REDI.IGED ~ 5ETBAc-K 5 ■ MINIMJM 5PoAGINi:5 1---+--+--------------t----J--t---i----i ~0 , _c_1rr_:...::..::.c:..:o::..:.F::....:::.:::.:..:c=A"-'R=L:..;.;_SB_A_D__, I sH30EErs I L~ ~ PLANNING DEPARTMENT LANDIICAPII AllCIIITIICl1JllAL PLANS POR: APPROVED MARRIOITS BRIGHTON GARDENS CARLSBAD PLANTING PLAN L---~~:".'•~i;l;j~7~-585~2~tE:'.406:~3:__ __ _J---t-----t~--------------,-,---r--r===:1 CTOR DA~ H• UNDnlC~, E7PRES'SLY RESERVES ITS COMMON LAW l--::o-::,r=.-1-::,N:::,T:::,,-:-L-+..._ ________________ --t-;;:DA~n:;--t-;;;,.;;,TI~AL~---;;DA:;:;T;;-E,,.INITITl~.L~ ~AS='='ST==•NT~P~LA=N~N~IN r=G-=-D='-R='-=--=-=-=~-=-~~.;.~.;.-=-=-=-=-=-=-=-=;--;=~~~~··~ ~IGHT AND OTHER PROP£RTV RICHn ltil THESE Pl.AMS. OWIII DYi __M_ PROJECT NO, DRAWING NO, THF.SE •u.•s ARC NOT TO •• PROOUC~c CHAHOEOLOR I----'----REVISION DESCRIPTION CHKD BY,.!,!__ CUP 96-19 a .... "L COPl[D IN ANY f!'OlilM OR MANtilER WMA1::i,vEVtR 1'1011 ARE L c1~ ••PROVAL _. QUV'"'• THEY TO •• """'""rn To • THIRD ••RTY iimiour FIRST ENGINEER or WORK OTHER M'PIIJJVA " -RVWD BY,___ SOP 96-10 OBTAINING THE WRllTEf!I ~£RMl$SIOl'II ......., COf!ISEIIIT OF HRP LAr-lOESIGl'il, C.M.W.D 116-C.448 TREE LE.S-END fl'l..AN'!' NAM!! at.lANTIT'T' SIZE 0 1:UCALYF'Tv.o 510!!MX'T'I..ON 'l'I05EA' If.ED IRGNl!AAI<. T3 2 15 c:tAL, STANt>A~ ..... IR .. •41 A-'O I s,,2~ 0 fUc;AL YPll!e M-'Ci.11.ATA .,-2>A 4 15 c:tAL. STANt>A~ ..... 1~•41 A•IO I.,.,. 0 PLATANUS ~IFOLIA 'eLOOD~OD' ·0 II> 156AL STANOARI' ONPON 1"1.ANI!; ~E ... e, 1-•S I A•,. I S•S& 0 TRISTANIA CONFER.TA " 15 6AI.. STANDARI' t,lltl~ANI! """X -r10 ... 41-·:>I A•IO I S•IS • • ~L ~ ,;,i:~ A ■ Al!~ AL ft!-ra,tGI(. R6 • PllEOI.JCl?CI 6fillOUNO !!if:fflAGK 5 • 1-<INIMUM 91"AGIN6 $H"'-IJE\ LE6END 5YM£lOL l"LANT NAM!: .SROUND COVER, VINE 4 ESPALIER. LEiSEND 5YI-IEIOL PLANT NAl-1!!' ® JUTE ME!:IH -BEL TON IND. UNDER ALI. SHF<.Ue -ANTI YIIASH/6EO JUTE f"LANTINcS, ON $LOF"E: '$MOLDER-F<.ESISTENT THIS SHEET, SEE (BROl"IN) F"LANTIN6 NOTES, !:IHE!l!:T 6. ~ NON-IRRI.S-ATED ON FUTUl'I.E LASTHENIA CALIFOP<.NIC.A EIUILDIN6 PADS, SEE PLANTA60 OVATA F"LANTIN<S-NOTE$, SH!::ET 6, OVERSE!::P MIX -'A' ~ PLANT TP<.IAN.s.LLAR MYOPO!oruM PAC.IFICUM SPAC.IN6 4ll 24" O.C. FROM FLATS PLANTIN6 NOTE5, I. ALL LAN09CAPE ~At, :!lsALL DAAIN TO T'MI!! A1'.!!A DAAIN AT MIN. :2% PER CIVIL EN61NEl!!flt5 11<.EVISED cS>i'tADIN6 PLAN. 2. REFER TO THE LAND5C,APE G-ON5TRI.JG TION PLANS FOil. ALL G-ONSTflWG-TION FEATURE'S SHON>! HEREON. FINAi. TREE' AND SH"1LJ6 PJ.AG-EMENT TO 6E APPROVED t,Y 01',NER/LAND5G-APE ARCHITECT PRIOR TO PLANTIN6. 1'. (-"'&-----) TYP. FLOl"ILINE/PIRl':CTION OF DRAINAGE ., 2% MIN, ~E CIVIL E:N6. F'LANS. 4, @ INDIC.ATES Pl!OOT el.lA!Oi.D PE:R Dl::TAIL 'l'' :!l,T, LI"-!!! !!,. VINES AND ESl"ALIEl'!.5 ARE !',HOl',N IN PRIVATE C.OURT'T'A"°9 OPPOSITE THI;; l"LANTIN6 Afl<.EA FOR Cl.ARI TY. Al.I. VINES AND 1!:SPA!.11:aRS SHALL 6E PLANTED IN COMMON A5SOCIATION MAINTAINED PLANTIN6 Al'<.EAS. b. ST-INe l"AD PER CONST"1LJc.TION FL.ANS 1. THE C.ONTRACTOfll. SHALL O~ERVl!a THI!: FOLLCIIIIIIMe Pl.ANTIN,& REGUIRl!~TS FOR AL.I. TREES, A. TREES PLANTED !5'-0' 01'<. ~ATER TO A HARDSG-APE ELEMENT DO NOT REGUIRE A flWOT !!!ARRIER. ANY' TREE CLOSER THAN 5'-0" TO HAND¾APE ELEMENT 11<.EGIUll'<.ES A ~T 6Afll.Jlll.ll!!R, 6. NO T1'EE SHAI.L l'E C.LO!:>ER THAN /J,,e, SPECIF!~ IN TREE LE6END . C. THE CONTRACTOfll. SHALL VERIF"'f AI.L MINlt-tJM TREE SPAC.IN6 REGUIREMENTe l"R.IOR TO l"LANTINe. TREES NOT MEETIN6 THE REGVll'i'.EMENTS SHAL.I. NOT 6E PLANTED AND SHALL. 6E 9ROIJ6HT TO THE ATTENTION OF THla 01',NER/LANDSCAPE ARCHITECT. e,. l"LANT ALL CAMELI.IAS l Vl!!IURNl.,M DAVIDII IN loo,j l"t,,T MOSS. SATURATE PEAT MOSS i',ITH MTER PRIOR TO IJ5!:. 'I. l"EED ERADICATION NOTE, THE LAND¾APE C::.ONT~T~ :!>HALL REMOVE ALL THE il'IEEDS / VEe,ETATION FROM THE SLOPE PP<.IOR. TO Pl.ANTIN.S., lli'.Ef"EI'<. TO THE i',EED ERADICATION NOTl!!!>,51-iEET 5. LOCATE 5Tfit.EET Tfit.EE5, A. A MINIMUM OF 3' OUTSIDI!! Tl-tE flOUel.lG Jlll6HT OF i',AY' ~T i,,ITtilN THE "P<.EDEVE:LOl"MENT ZONE (VR ZONE) AND 1!1£:,,1,CH Alli'.EA OVE!Oi.LAY ZONE" ...u-!E::P<.E:: STREE::T TREES MAT SE:: ALLOl',!!t> l',ITHIN THE l't.O.1',. IF APPl'tOVE:D 6Y THE C,IT'T'J, e. A MINIMUM OF 5' Fil.OM PAVINe. C. A MINIMUM OF 1' Flii:OM ANT SEll'IE!Oi. LINE:. D. NOT IN CONFLICT l',ITH PUBLIC. UTILITIES. E. NOT 6E ALLOll'IED ON STREET G-ORNERS l',ITHIN A TRIAN8ULAR ZONE DRAJ'IN FROM TYiO POINTI5, 25' FROM Tl-II!! ef:61NNIN6 or= G~l'tVES ANP ENO OF C-URVES OR ~ITHIN Sl6HT LINES AS DESCl'tlBE'D UNDE:Fo!. "Sl<S,HT OISTANCE" A60v'E. UTILITY TREE C,OORDINATION NOTE, NOTE, Fo!.OUTE UTILl'IY LINE$ Al"IAY FROM PLANTERS l"IITH TREES. 00 NOT PLANT TREES l"IITtilN 5' OF BEl.01"1 <SRADE 1/TILITIES. USE ROOT 6AR.Fi1.IERS ON Al.I. TREES l"IITHIN 10' OF 6ELOI', e,RADE UTII.ITIES. SLOPE PLANTINc:5, 5TANC?ARC?S-C-ITY OF C.ARb~Ac, SLOPE REGlUIRIN6 !::MSION C::.ONTP<.OL MEASUflltES AS SPECIFIED HERJ::IN SHALL BE TREATED l',ITH ONE OR MORE OF THE FOl.l.Ol"IIN6 PLANTIN<S-STANDAP<.05, A, $TANDARO IOI -COYER C.ROP/.JJTE MESH COVEP<. CP<.OF" SHALL BE A SEEO Ml X 'IYl"ICALL Y MAOE Ut" OF QUICK .S.ERMINATIN6 AND FAST COVEP<.IN6 e,JllASSES, C.l.OVER5, AND/OR. l"IILD FLOl"IERS. SUBMIT THE SPECIFIC SEED MIX FOP<. Cl'IY APPROVAL F"RIOR TO APPLICATION. THE COVER CP<.01" SHAl.l. BE APPL.11:;D AT A Fo!.ATI:; AND MANNEP<. SUFFIC,11:;NT TO PROYIOE "10% C.OYERA.s.E l"IITHIN THIR'IY (!30) DAYS. 'TYPE OF JlJiE MESH 5HAl.l. 151!: AS Al"fl'llltOVED e!Y THI!: CITY ANO STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFAC TUF<.ER. JJTE ME5H SHALL ee ~llt.EO 1"11-il!N l"LANTINct OC.CUflt5 61:Tl"IEEN AL/6U5T 15 AND APP<.IL 15. Dl/RIN6 THE 11.EMAINDEl'i. OF THE Y?:AR, THI!: COV'elt CJllt.OP' AND/O!Oi. .JJTE MESH MAY SE; USED. e. ST ANDAl'l:D 11:;2 -'5oJllOUNO COVER ONE HUNORED (100%) PERc.ENT OF THE A"2!!A SHALL eE Pl.ANTED l"IITH A 6t'I.OUNO C.OVER KNOl"IN TO HAVE EXCELLENT SOIi. 61NDIN6 CHA~TEP<.ISTIGS (PLANTW l"'l'tOM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE f"ULL COYEP<.A'5oE l"IITHIN ONE YEA~. C. ST ANDAJllD ~ -I.Ori 5Hfll.U"5 LOl"I SPREADIN(!!, l"IOODY 5HRJ.Je5 (l"LANTEO Fl'tOM A MINIMUM OF 2 ¾ INCH LINEP<.S) SHAl.l. COVER A MINIMUM OF SEVEN'IY (10%) PERCENT Of" THE SLOPE FACE (AT MATURE SIZE) D. STANDARD 114 -T1'.el!:5 AND/0111. LAME: 5HflltUe5 TREES AND/Olt LAP<.6E SHRUBS SHALL eE (PLANTl=O FROM A MINIMJM OF I .S.ALLON CONTAINER.$) AT A MINIMUM RAT!= OF ONE (I) Pl.ANT PER Tll'IO HUNDRED (200) SGlUARE FEET. AREAS OF AFFLIC-ATION (!"LANTING) SLOPES --6, I OR $TE:E:PEI'!. ANO, A, ;l f"EET OR LE:SS VEP<.TICAI. HEl,S,HT AND ARe: ADJAC!!NT TO PUBLIC YIIA[KS OR 5TP<.EET5 REGUIRE AT MINIMUM STANDAP<.D Ill (COVER C.ROP AND .JJTED). e. 4 FE:l;T TO e Fl=l=T IN YEP<.TICAL, HEl~tlI Re:G!UIJ!ll: STANDARDS Ill, "2 AND~- C., IN EXCESS 01"' e l"EET IN VERTICAL Hl!:l~T Rl!!GUIJ!le: STANDARDS Ill, 112, ,e AND 114. SPEC,IAL C,QNDITIQN5 AP<.EAS <SRAOED Fl.ATTER THAN 6,1 lt.l!GlUlflte !>TANDARD Ill (GOVER CFWP) l"IHEN THEY HAVE ONE O!Oi. MORE Of" THE FOLLOl"IIN6 C::.ONDITION5, A. SHEET i:tfltADED I" AD!> NOT :!>Gt-ll!!OULED P"Olt IMPROYEMENTS l"IITHIN t, MONTHS Of" C::.OMl"LETION 01" "-OUTH ,S,RADIN6. 15. A POTE:NTIAL El'tO!>ION l"Jllt.Oel.1::M Ae Dl!!T!!RMINl!:D BY THE; C,l'IY, C. IPl!!NTIF'lro eY TH! CITY A!, HI.S,HLY V1511!!1L! A"-1=>6 TO THE FUBI.IC. OR HAYE 5PEC.IAL CONDITIONS THAT l"IAP<.RANT IMMEDIATE TREATMENT. Al'!.l!:AS TO BE HYDROSEEDED :!>HAI.I. 1"111!.~T 91!: DISKED Olt "'-TOTILLED TO PROYIDI= A FRIABLE, l.OOSE SEl=D BED. 0) ,-- 1--w w I Cf) w w (J) w z ....J I 01 ~ ~ 0 C\I I--w w I (J) w w (J) w z -....J I 0 ~ ~ I I i I I I :I I I , I ! I I 2!5'-0" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. --------------- EL CAMINO REAL 9/23/97 AGENCY SUBMITTAL #3 I ASL CONSULTING ENGINEERS Plan Set: g PLAN ctYNl'ROL n.1e, "112s1"11 HRP LAN DESIGN JIUHNN!I UNlllC.<O'E NDITECllff -- ----------....____ ----- _,.---40' EASEMENT ON A LOT 387 TO BENEFIT SUBJECT PROPERTY RECORDED M FILE NO. 82-66867 O.R FOR ACCESS, SLOPE EXCAVATION ANO LANOSCAP1NG (PER PR 13206) _,,,----EASEMENT FOR WATER PIPEUNE:8 PER 0.R. NO. 83-356773 (NOTE: THERE ARE NO EXlSTING FACILrtlES IN THIS EASEMENT) ----- "-,, ~-~, /~ ~-~~~ --,,~ '-::::---....: ~~~ ::::::::::::::: ..:: ' ::::-..:::~~~~¼ " ,, '~,~, ½,, ""-.... ·-. --~---._ --~-.,,) ---;-----.___ ---- I I I I I I I I I ISTING LANDSC-,f>e SLOPE NAP. I --.__J I I I -~ I I SCALE 0 1 2 I I I I I I I I 1---1 '-_c_1TY---'~o-'-"-'F~"'--c~A~R~L-s_B_A_D~ I sH30EETs I PLANNING DEPARTMENT LANDIICAPII .U.ClllTBCl1JLU. PLAKI l'Oll: MARRIOTTS BRIGHTON GARDENS CARLSBAD PLANTING PLAN -IW.I.Nlo\Y, 111m 11111 ~~c,. - 1714) 557-5852 fE4083 l-----+------1---------+----+-----4~--+---------l l""PROVED ~d1 /d·3tJ·f,2 I AS __ SI_ST_Al<_T_P~f;;"' ... .c.-,,~~G=P ... IR~EC-TOl!-----~~~~-.,_ __ D_AT-E Hllfl' l,,Nll;JPIGN UPIIUSL.Y -.ESEfNES ITS COMMON LAW ~N~NllREDTifo'l ~6~'W~'8c~ ... 1~~Nil:\i.t~S. COPIED IN Al('( FORM OR WANMER WHA1:mEY£A. Mott All! Tl<EY TO BE ASSIGNED TO A THIRD PARTY "1THOUT FIRST OlfAININO t'H[ W"IUTTEN PERMISSION AND CONSENT or HRP LANOESION. --------· .. ----·-··-··· DATE INITIAL ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTION OTHER Al'PIIOVAL DAT£ INlllAL CITY APPROVAL DWH BY, l>L I PROJECT NO. I OR,.WING NO. CHKD BY: f J CUP 98-19 388-IL RVWD BY,Jl..!lL SOP 96-10 CM.W.D 98-C..446 ---------------------------- ---- EB l"IALIQ'IA'l" / l'ATI< LI...,. l<:IM Ll6H'T1N6 l<:L V I 09 1!11.. + l!!VLLl!!T Ll..-iT KIM Ll6H'T1N$ 1<:L \1210-1!11.. I::. "'1!LL Ll6HT 1<:IM Ll...,,l,W, <,l.l--!IOl'"l-l'LOOC> (51!!E NOTI!: BELOl'IJ -e-!IOLL~ Lld'HT KIM Llol<-ITll,W, !12C::.l"Ll20•!12" -l"IALL Ll<§HTl!IO. KIM Lle+<TlN6 '4509 !121"< T& NOTI:, I. FOIO. IIIJLL~T Ll5HT, TM!! c::.c>NT10tAc::.TOIO. l!IHALL IN&TALL IN ~Tl! t"l!IO. MAIIIJFAc::.TIJIO.l!IO. IO.EC::.01'11'1~c:>ATION51DETAIL.5. 2. Ll5HTIN6 ~~TATIVI:, TOTAL Ll5HTIN6 C::.ONC:;Ef'T&. l>l<,, "1!1ll E. ,:,AN -A"'-"INO IO.OAc:> C,OVIN.A., C.A Clli.23 /folfo) ~U.-1611 DAYie:> -------------------- ---- 211l't ;llll't - !121'1 !12"' -------------------- -+-• □ • UNIT lle.3 Ull!T Nl!.:J ---- -- _l_ (f) w Q:'. w > _J w 0 □ I ! • / • LIVIIIIVOIMIII> * .. I I I I !: I I I D CJ z -I- I CJ _J w a.. <( 0 Cf) 0 z <( _J LL 0 I--:?.: -_J MATCHLINE SEE SHEET 21 I I LIVINIIIDIMINll \ SCALE 1" = 20' -0" AGENCY SUBMITTAL #3 9/23/97 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 0 1 2 ASL CONSULTING ENGINEERS Plan S.t: " ____ " __ J:>1,AN"~QNTROL Date: "1/25/"li HRP 1---1---===:t===::::========================jt===t===:t===:t==~ ~ .c_ITY~==O=Fc.c.,_c_=-C=A=R=L-'-'-S-B_A_D_.___J I s~30EETS I ~ _ PLANNING DEPARTMENT LAN DESIGN ~-1,R!ANDEl!IIN ~ IWJ.AIIAY •lrJf JD ~~CA L\NIIIICAPII ilCHITIICl'UIIAL PLANS l'OR, 1---------ll-----+----------------l-----l----1----+--------l APPROVED MARRIOTTS BRIGHTON GARDENS CARLSBAD SCHEMATIC LIGHTING PLAN (714) 557-5852 tE4083 1-__ __::_:_::-=:..:::=_:_::_=:-:_ __ _j--7---t;~-----------------jr--t--+--t---j c,,AS=S=IST=AN:::T:::P::=::;";:::::__:::__::::_=:_:::__=:-=-=-=-=-=-=-=-=-=-=-=-=-=-=~-;:::::===~ HR, LANODIQN EXPRESSLY RISElrff'S ITS COMMON LAW ,-~ COPYMCHT AMD OTHER PROPERTY RIGKTS IN TI-IESE Pl.ANS. DATE INITIAL DA.TE INITIAL DATE INITIAL ~ THESE PLA .. S A~E .. OT TQ RE PROOUCED, CHANOEDLOR COWHK"o"a'v'------, T_, COPIED II ANY fORM Ofl MANNER WHATSO[\f[R,, NON ,... REVISION DESCRIPTION -11<1'1' to BE A$!1GMED TD A l'l<IRD PARTY W1THOUT '1RST DBS OBTAll',!t1l; THE '""mE• PrRWIS:OON AND CONSENT or ENGINEER Of WORK OTHER APPROVAL CITY APPROVAL Rl'WD BY:_ HRF' ESION. PROJECT NO. CUP 96-19 SOP 98-10 C.M.W.D 96-C.446 DRAWING NO. 366-9L / I / / / MATCHLINE SEE SHEET 22 ~\ 11'+--1 ~ \□1 \\ I--_::'==-=::--.- EAll!MENT FOfll WA'l!!III PIPEUNU P'!PI 0.R NQ 83-368773 (NOTE; 11-tERE AFIE NO • - Cf/ 0 ---------'••,;;;:-- _I_W-- 1 is --------------•• ·•··. --_-• -j DPIMWIE EMEMENT __ ,..- PER 0.A. 73-1442fl7 <CEV, EIIUIP ti;aV{<I( I ►•◄ EL lWD«,11111111 -Ell"A,I Vllll:P~K C-1111<[11('<'( DHJC[ - CAMINO REAL .. I ' .... : \_ "' I □ --W1--- I 1CJ I~ II C, - l ....J LU a.. <!'. 0 en :5 LL 0 I--~ -....J ------- EXISTING FACILITIES IN IBIS EASEMENl) ---~ EXIST 10' 'v,/,---___________ _j e 1"111,1,.KJl'jAV / "ATH LI_., l<IM L.leHTIN6 KL. V' 105 !IL. ... l!IULLl!T Llet-tT l<IM L.15HTIN6 KL.V'::110-91.. A l<IM LleHTIN6 CLl-501'1-l"LOOD ~LL. l,JeHT ~ MOTi!: Bl!I..Otl'l/ -e-!!IOI..~ 1..1_.,T l<IM LleHTIN6 !SX.l"L.1:20...,:2" ....... 1"111,1..1,. 1..1..,;v,, l<IM 1..151-!TI.._, -4!IO!I !S:2~ TO NOT!:, I, "°"' l!!UI.L.l!T LI ... T, THI! CONT1'AC T()lt !ll-!Al.-1.. INM ALL IN ~Tl! l'elt. MAN.il"AC,-~ATl~l!TAII,.!,. ::I. Ll6HTINl!I ~ATIVE, TOTAL Ll6HTIN6 G,ONC,~'1'5, INC. 7!1!1 E. SAN i!!ERNAADINC> ~AD COVINA, CA. ~ 17::l?I (B>IB>) q,!,6-1611 OAV'IO l"l.'\1"1'111 31'1 :l9i'I !IO~ !!I::!~ ,::i~ SCALE 1• = 20'-0' 0 1 2 I II I I I II I I AGENCY SUBMITTAL #3 ASL CONSULTING ENGINEERS PLAN CONTROL '?y<,. Plan Set: g O.te: "!/2B/"!1 HRP LAN DESIGN ~-ay~• 9/23/97 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ,__ _ _,___-+---------------+---+--+----+----I fsirnl3 L__c_I_TY---'--'=o=F=----::.::::_c:.::.A=R=:c..:L_s_B_A_D__. I sH30EETs I ~ PUNNING DEPARTIIAENT L.\NlllCAPII AI.Cllll'IICl1JRAL PLANS POR: APPROVED MARRIOTrS BRIGHTON GARDENS CARLSBAD SCHEMATIC LIGHTING PLAN (7'14) 567-6852 •E-4063 l--H.,.-,...,....--,.._"'ElC':"Pll£":.,."-,-"",m:~ ... -'."'rrs=ca:M:_M_OH_LA_W_---f-l--_ --c--..,, -~ -_ t+ -_ ---, -,,, --,--_t,,,_1F...:-L -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_ -_ -_ -_ -_ -_ -_ -_ -_ i➔ -_ -_ -__ -__ -_ t+ -_-_--:cc-_ -_t+--_ -,... -__ -_ 1-tf--_ -----_ '---1 ;:f,/!J::S::IS=TA=N=T=l'lA="":;'IN';:G::D::IR=E=CT=O=R =======:::;--;;::::=====: COl'YIMHT ANO OTHER PROP[ll'TY RtOK1'S IN TMESE PLANS. DATE INITTAL DATE INltlAL OA.TE INITIAL TH£SE Pl»IS ARE NOT TO BE PRODUC~ CHANOE,,.&OR =E~IN Bf:ANYASS~EO ore NfNiiD '9fm ~OUT Flffl OBTAINING THE WRITI'EH PERMISSION AND CONSENT OF f.lflf' LANOESIOft. ENGINEER Of WORK RE:VISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: __ CHKD IY:-"l'L- RVWO BY:--- PROJECT NO, CUP 96-19 SOP 96-10 c.M.W.D 96-C.448 DRAWING NO, 358-81. (j) FINISH GRADE. 2" @ G.C. AND I"@ TURF AREAS, TYP. @ APPLY 1/2' RADIUS NOSE ALL EXPOSED EDGES CONT. TYP. @ 4" THIGK GONG. FLATl"IOl'l'l.K GOLOR AND FIN. PER GONST. PLAN AND NOTE F4, SHEET LG-3. 2 @ •3 @ 18" o.c. EAGH V>IAY. @ GENTER OF POUR TYP. HOLD 3 2" GLEAR ALL EDGES TYP. 4 @ JOINTS PER GONST. PLAN AND PER TYP. 'JOINTS DETAIL' 5 @c.OHPAGTED SUSGRADE PER STRUCTURAL SOILS REPORT. e, Q,• · '"0 · •Cl , , ' ,:, ' ,C '!'.'I. ' ~z =I I I=111 ° -• .• _. • • . • -• ~=---1=111--o .. -C• o. O· ·o . o· L NOTE, -t:'" ,U( .. w:: W"'_111;; ;w;; 1-11;: ;w:: :wl I lw: I I. PROVIDE EXPANSION JOINTS I AT MAX. 20'-0" 0 C. AND 2" TYP. INTERMEDIATE SCORE JOINTS @ B'-0" MAX. O.C.. SEGTION SC.ALE: I"" I '-0" C.ONCPAV ALL OTHER JOINT LOCATIONS SEE CONST. PLAN 2. POUR CONG. AGAINST FIRM UNDISTURBED SOIL OR PROPERLY GOMPAC TED FILL PER STRUCTURAL SOILS REPORT. 3. ALL GONGRETE SHALL BE 2000 P.S.I.@ 28 DAYS 4. CEMENT PER STRUCT. SOILS REPORT. 5. PROVIDE IY;i POUND OF FISEl'l'l.MESH REINF. PER C.U. YD. OF CONG. IN ALL FLATV'IORK. A 4 11 THICK CONC"ETE: PAVINIS - .----------a;IO L.-=======r~8 i::J. 11--,--)( -~ )( ~= 0 l·-W ill= --11i:=111--::111= -,,, FELT EXFANSION JOINT (FEJ) @ GOLUMNS/v'IIALLS I" @ 4" FAVIN6', IV2" @ 6" PAVING --1---.---:0""-----1~_-o""""F-="=:::;o;;,=_ ===!------{ 2 -=,X. -->< .,--~:X-x-e·. =-X .a·.· -a a_ \li!millmillmllimillmillm~m 4 GONTROL/SGORE JOINT (SJ). ~ ---(i) ~-----------14 ------{8 =111111-:-11 I N~ -11·~111-1I1-111 ~11_1 _l_·I_I ----@ b" COLD JOINT (C.J) N }- f-- 0 EXPANSION JOINT (E.J) TYPJNT r-----· -~--(i) ~--------< 3 ~----------,4 ~--------< 1 a. SECTION D TYPICAL. JOINTS (i) JOINT SEALANT @SA/Al-GUT OR HAND TOOLED JOINT ¼" l"IIDE @ 1/4" TOOLED RADIUS, TYP. @REBAR @ CENTEI'<. (HOLD :2" CLEAR) @ #:3 BAR X 2'-0" LONG @ l'-6" O.C. @BURKE 'KEY-KOLD' OR EQUAL G)i.3 BAR x 2'-0"@ l'-6" O.G. 0REASE AND v'I/RAP ONE END IN EXPANS ON JOINT (E J) @ 1/4" THICK POL YFOAM EXPANSION JOINT @c.OMPAG TED SUBGRADE PER STRUCTURAL SOILS REPORT. TYP. @ BLDG , COLUMN, OR PLANTER l"IALL PER PLAN NOTE, I. GONGRETE THIGKNESS, STRENGTH, GOLOR, FIN. AND REINFORCEMENT PER CONST. PLAN, NOTES ond DETAILS. 2. ALL GONGRETE SHALL BE 2000 P.S.I.@ 28 DAYS UNLESS OTHERl"IISE NOTED 5. SOIL PRE-SATURATION PER STRUGT. SOILS REPORT. 4. PROVIDE I~ POUNDS OF FIBERMESH PER GUSIG YARD IN CONG. FOR ALL GONC.. FLAT/IIIORK. S. PROVIDE CEMENT TYPE FER STRUGT. SOILS i=!.EPORT. i'...-111== m-111 PER PLAN (NTS) SECTION SCALE,1 l/2"eal'-O" NOTE, I. Pi'ii!.OVIDE EXPANSION JOINTS @ 18'-0" O.C. MAX. SPAGING II @ ALL CHANGES IN DIREGTION. CD 4 5 e, 1 "' 0 11 (i) FIN. l!>RD. @ GONG. GUR6 AND/OR GONG. GURB AND l!>UTTER OR A.G. PER GIVIL ENG. PLAN. @ COLD JOINT TYP. V'-1/JOINT SEALANT PER "TYP.JOINT" DET. r::i'\ 1" THK. INTEGRAL GOLORED '-21 GONC. BAND IAIITH TROl"IEL FIN. r,;\ 3000 F.S.I.@ 28 DAYS. \2:J 4-1<4 HORIZ. BARS GONT. @•4 SAR @ 12" O.C.. G) APPLY 1/2" RADIUS NOSE ALL EXPOSED EDGES CONT, TYP. @1' THIGK SCORED INTEGRAL GOLORED GONC.RETE FLA Tl"IORK PATTERN 4 COLOR FER CONST. F'LAN AND NOTES. 3000 P.S.I.@ 28 DAYS. @•4 HORIZ. BARS@ 12" 0.G. EA. l"IAY @ C.ENTEI'<. OF POUi'<.. 3" GLR. ALL EDGES. @c.QMPAG TED SUSGRADE AND SASE PER STRUGTUl'<.AL SOILS REPORT. @DOl"IEL PER "TYP.JOINT" DETAIL SPACING @ 12" O.G. z X 'Cl- --------------<2 ~---------<4 0 0 ~-Ill 0 a 111 111 11 I I 111 · 0 -1 I CJ , I· l t," GONT. ~ ~ (i) FINISH GRADE. 2" @ G.G. and I" @ TURF AREAS, T'T'F. @APPLY 1/2" RADIUS NOSE ALL EXPOSED EDGES GONT. TYF. @NAT. GREY GONC. MOIAI STRIP /Ill/ SMOOTH TROv'IIEL FIN. PER CONST. PLAN. 2000 P.S.I.@ 2B DAYS. @ 1-#3 HORIZ. BAR CONT, @ CENTER. @COMPACTED SUBGRADE PER STRUGTURAL SOILS REPORT. NOTE, I. PF<.OVIDE SCORE JOINTS AT 4'-0" O.G. MAX. SPACING AND EXPANSION JOINTS@ 20'-0" O.C.. MAX, SPACING AND AT ALL CHANGES IN DIREGTION FER DETAIL D THIS SHEET. 2. JOIN ALL OTHER PAVED SURFACES FLUSH, UNLESS NOTED OTHERl"IISE SEGTION NOT TO SC.ALE J<:C..ONMQV'it' 1 11 VE:HICUL.AR CONG. PAVIN6-b 11 CONCFlETE MO~ STFllP " d) I II) () I -- UNDER SIDE OF GAP - z N}- '"°'IU m ~LU }: -'¥. 0 . 0. ' . . 'o - _. ,,, . ,- . I • : I . " • D' • 3"-- GLR Ea I Ea 2'-3" MIN. SECTION SCALE, 3/4"eai'-O" -----12 ~----<3 ------14 ~----15 -------tf;:, -------< 1 (D 19" l"IIDE x 9" HIGH FORTOFINO Pl'<.EGAST GONC.RETE GAP PER GONSTRUGTION NOTES, l"IITH 1;3 VERT. PINS 4" LONG @ t," FROM EAGH END OF EAGH PREC.AST PIEGE (18" O.C.. MAX.) AS SHO/IIIN. @ 8" X 8" X 16" PREGISION GONGRETE BLOGK @) PLASTER-PROV'IDE 3/B" BROl"IN GOAT AND 1/8" COLOR /FIN COAT TO MATGH ARGH. @ #4 VERT. SAR @ 32" O.C.. ALT. BENDS IN FTG. AS SHOv'I/N @ GROUT FILL ALL GELLS SOLID @ 4 -#4 HORIZ. BAR GONT. IN /IIIALL AS SHOVIIN G) FINISH GRADE @ CONCRETE FOOTING 2000 P.S.I.@ 28 DAYS. @) #4 HORIZ. BAR CONT. AS SHO/IIIN IN FTG. @ #4 HORIZONTAL BAR @ 3:2" O.C.. NOTE, POUR GONG. AiSAINST FIRM UNDISTURBED SOIL OR PROPERLY REGOMPAG TED FI LL PER STRUCTURAL SOILS REPORT. d) I UNDER SIDE OF GAP SEGTION SC.ALE, 3/4"eai'-0" EQ l'-B" ~----12 ------<9 (i) 13" /IIIIDE x 3" HIGH PORTOFINO PR.EC.AST GONGRETE GAP PER GONSTRUGTION NOTES, v'IIITH #:2 VERT. TIES 4" LONG EPOXY. GROUT 2" INTO PRECAST GAF V'llTH 2" EXTENDED INTO PILASTER BLOGK TYP. @ 8" X B" X 16" PRECISION CONCRETE BLOGK @ PLASTER--PROVIDE 9/8" BRO/IIIN COAT AND 1/8" COLOR /FIN GOAT TO MATGH ARGH. @ 1;4 VERT. BAR @ 3:2" O.C.. ALT. BENDS IN FTG. AS SHOV'IN @ GROUT FILL ALL CELLS SOLID @ ADJ. GONGRETE PATIO 4" THK. G) FINISH GRADE @ 5 -1;4 HORIZ. BAR GONT. IN /IIIALL AS SHOl"IN @) GONGRETE FOOTING 2000 P.S.I.@ 28 DAYS. @ 1-#4 HORIZ. BAR CONT. AS SHOIAIN IN FTG. NOTE, POUR GONG AGAINST FIRM UNDISTURBED SOIL OR Pl'<.OPERLY RECOHPAGTED FILL PER STRUGTURAL SOILS REPORT. E: 6 1-0 11 HIGH COU~TYAFlD ~AL.L. F :2'-0 11 HlcS,H COUFlTYAFc.D seAT~AL.L. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. AGENCY SU BM ITT AL #3 I ASL CONSU·L· TINO ENGINEERS P.I .. an. _s._ t: ___ s::::=.J_ ~. ~---~P~L=A~CONTROL Da~: .. _.31~;3/.il.__] 0· HRP ---~ ------~--=-------- LAN DESIGN ~ NDmCME -- 9/23/97 ~ CITY OF CARLSBAD jsHEETs] l----+---t---------------+---+---t----1-------1 ~ PLANNING DEPARTMENT ~ t-----+---+----------------+----+---+----+---1 L\NDEAPII .U.CIIITIICTIIIIAL l'LAN8 !IOI.: MARRIOTTS BRIGHTON GARDENS CARLSBAD CONSTRUCTION DETAILS ~~J.-~ -l------+---+-----------------1----+----!-----4----l ~AP~P:':Rov=E==o==~====~============: (714) 557-5852 fE4063 /" ·-?ti·,'l,Z l-""'_'-"'_DES_"_:N::_:E~XP_:RESS::.L:_Y=RE=SE:_IMS...:..:ITS.::.:COM:_M_°"_v;_w_l-~~~-=-4~~~-=-➔l?,.\_-=.,-=..-=..-=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=+~~~-=--=+~-=-~-=--=+~-=--=--=--=+~-=--=-~7 ~~----=:___::_=:_:::___::___::~ "':===============:::;-;:=====O=AT:::;E COPYRIGHT AND OTHER PROPERTY RtoHTS IN THESE PLANS. 0.-.n INITIAL DATE INITIAL DAfE INITIAL DWN av,. • • I PROJECT NO. DR'WING No THESE Pl.Ap,IS ARE tfOT TO BE PRODUCED, CHANGED.OR ~ ,, ' cO!'tto IN ANY FOR• o• •••N<R WH•rso<vu. NOR w REVISION DESCRIPTION CHKD av,.L.1..._ CUP 98-19 ll'JL.1i" ... "'THf''llffl'M.'i,A.Jl'!78. ·::r cl.lW.W ~RSf ENGINEER OF WORK OTHER APPROVAL CITT APPROVAL IMIID BY,.M.11..... SOP 98-10 358-QL HIit,-LAHDESIGM. C.M.W.O 98-CM6 TYF'IC-AL STEP CONDITION N.T.5 C ~ f'll!I--.. -----;CD --------{ 2 ()'. _j 0 '1- ~,-----e,_'_O_"_M_A_X_. -----,IL--,1<---4~ 0 C, MAX. TYF. ll--ll-o--11------( 2 _ __,4 ~.------+--------1 l="==''===":::::::::::::::::::::'.:11==::'.'.::::::::::::'.:::::l '----"----' CD I" XI 1/2" REC-. 12 GA. TUB. STL. TOP 1/2" X 1/2" SQ 16 GA. TUB. STL. PICKETS AT 4" O.C. MAX. I 1/2" X I 1/2" SQ.II GA. TUB. STL. POSTS@ 8'-0" O.C. MAX. VIIITH SO. END C-APS. (±) I 1/2' XI 1/2" RECT. 12 GA. TUB. STL. BOTTOM RAIL. CONC-. FT6. V><ITH I" C.ROll'lN TYF. 2000 P.S.I. @ 28 DAYS. FINISH GRADE NOTES I. ALL il'<ELDS SHALL BE 1/E," FILLET J/IIELDS ALL AROUND. GRIND ALL J/IIELDS SMOOTH. 2 PAINT ALL METAL MEMBERS J/IIITH ONE COAT PRIMER AND THO COATS ENAMEL PAINT PER CONST. NOTES. 3. ALL POSTS TO BE HOT DIPPED 6ALV. 4. FOUR CONG. FTG. AGAINST FIRM UNDISTURBED SOIL OR PROPERLY RECOMPAC.TED FILL PER STRUCTURAL SOILS REPORT. 5. PROVIDE 4" STEP TYPICAL il'<HERE SITE 6RADE REQUIRES STEPS IN FENC-E. t,_ r'<HERE FENCE OCCURS ON SLOPE CONDITION TOP $ BOTTOM OF FENCE RAILS SHALL FOLLOl"I PARALLEL HI 6RADE, ALL POSTS ,$ PAILIN6S SHALL BE PLUMB 1. AT BUILDIN6 END FENC.E HITH POST 4" CLEAR FROM BUILDING. w D 0 \) ()'. w 0... z -X L < C }: 0 I ~ 0 ,.() I I ,I,) ('() C \I) I -- Ii _j 0 '1' 1, 3'-0" VERIFY PRIOR k T TO FABRICATION 1 ~+--MAX. TYP. ' ~~tfH--{2 ~Bl9tm~BBE!:89-+---{3 I 'lt--+----J 8 1..,_HHHH-H-----#--~--+---{ 9 !=;:::~=:::::;:'::::::;:~~ll+--ll--lJ-------lj-+---{10 .•>···· wt-+--tt----tt--tt---+-------, I I ,...+f-+--·@ " '"I DIA. CD I" X I 1/2" RECT. 12 GA.TUB. STL. 6ATE FRAME LAID FLAT. @ 1/2" X 1/2" SQ. 16 &A.TUB. STL. PICKETS AT 4" 0.C. MAX. ® 3" SQ. II 6A. TUB. STL. POSTS@ GATE J/IIITH SQ. END CAPS. MEDECO LOCK SET HI INSIDE ENC.LOSURE HANDLE PER OVIINER DIRECTIONS VIIELD TO RAILS PER APPROVED SHOP DRAVIIIN<SS HEAVY DUTY SEL;,: CLOSING> 'BOOMER' HINGES AS APPROVED BY Or'<NER. Y'lELD TO FRAME AS SHOll'lN 3 REQ'D. PER GATE. @ FINISH SURFACE FER CONST. PLAN Q) CONC. FT6. 2000 P.S.I. @ 2e, DAYS. ® ® @ ® ¼" HONEYCOMB SCREEN; Mc.NICHOLS CO. JIil/¼" SQ. SOLID STEEL BAR INSTALL ON COURTYARD SIDE OF FENCE. END MESH AT PICKET. ¾" SQ. SOLID STEEL BAR PICKET JlllELD ALL ROUND (SET 45° TO % " PICKET) I" XI 1/2" 12 6A. RECT. INTERMEDIATE R.AIL 1/e," THICK SOLID STL. KICKPLATE NOTES, I. ALL J/IIELDS SHALL BE 1/8" FILLET J/IIELDS ALL AROUND. 6RIND ALL VIIELDS SMOOTH. 2. PAINT ALL METAL MEMBERS JllllTH ONE COAT PRIMER AND TJ/110 COATS ENAMEL. PAINT PER CONST. NOTES. 3. ALL POSTS TO BE HOT DIPPED GAL V. 4. POUR CONG. FT6. A6AINST FIRM UNDISTURBED SO IL OR PROPER.LY RECOMPAC TED FI LL PER STRUCTURAL SOILS REPORT. SECTION/ELEVATION SC.ALE 3/4" = l'-0" X"".'"'.::'l·''~N I '-0" DIA-. ---:ilL._7__L___--Jl.-l 1 , TYP. ELEVATION SCALE 3/4" = 1 '-0" SECTION/ELEVATION SCALE 1/2" = 1'-0" XGATE A 6 1-0" Hl~H TU6ULA!lit STE:E:L rE:NCE: z 2 .. ,I,) I 11) Ii _j \) --'k------1 '1- .. ('() 2 "MAX 9 ..H--++----l-+-H---1+-+---i 2 TYP. ELEVATION SCALE 3/4" "' l'-0" (D 2' X 2" so. 12 6A. TUB. STEEL POSTS ® 6'-0" O.C MAX. ,'\!ELD CAP TO TOP OF POST. (3) I 1/2" X 2" RECT. 12 GA. TUB. STEEL TOP AND SOTTOM RAIL. (LAID FLAT). ® $/B" 50. 16 GA. TUB. STL. PICKETS AT 4" O.C. 0 CONG. FT6. APPLY I" CROY'lN TY"". 2000 F.S.1. @ 28 DAYS. ® UNDISTURBED OR PROPER- LY RECOMPACTED SUB- GRADE PER STRUCTURAL SOILS REPORT NOTES, I. ALL JlllELD5 SH .... LL 6E I ;e," FILLET VIIELD5 ALL AROUND. 6RIND ALL ,'\IELDS SMOOTH. 2. PAINT ALL METAL MEM- BERS HITH ONE COAT PRIMER AND T,'\10 GOATS ENAMEL ;3, POUR CONC. FTG. AGAINST FIRM, UNDISTURBED SOIL OR PROPERLY REGOM- FAC TED FILL PER STRUC- TURAL SOILS REPORT. 4. VIIHERE FENCE OCCURS IN SIDEVIIALK CONDITION, POSTS SHALL BE SET IN 2'-0" x 3" DIA. GREY PVC SLEEVES SET JIii/ QUICK SETTING CEMENT. XiRAPr4.2 C 4:2" HIGH 6AFtRIE:Ft FE:Nce AGENCY SUBMITTAL #3 9/23/97 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ASL CONSULTINO ENOINEERS Plan Set: PLAN CONTROL Date: <l/2<3/<l1 ~--=--== HRP LAN DESIGN nrm.,._ -- jsi1Effl CITY OF CARLSBAD I SHEETS I 1----+----,l---------------+---+----,----1----1 ~ PLANNING DEPARTMENT 30 1----+---,1---------------+---+---l--+-----I LANDICA1'B ilClllTIICTl/li PLANS POa: MARRIOTTS BRIGHTON GARDENS CARLSBAD CONSTRUCTION DETAILS 1---_:!_..,_F=~.._~-=:=~=-2_..=;_..40IIS=.. __ ---t":=_ -==--=;+--==--=='_p:;; ... -==--==--==--==--==--==--==--==--==--==--==--==--==-,:=_ -==---=;1--==---=~_[==--==--i:=_ -==-7:1 '-":-P=:-R=:-v=A-~::::o-;P-IA= ..... ~::'Nr-,1';:NP-G=c...,=1R~E-"'f=Tc.,o:::~°;-;-;-;-;-;-;-;-;-;-;-;-;-·~/d..;=~·=•,..?.=',1~_,·....,?._D=/4;rl ~ ~~.-miiR ,~ 'tJ..,. DATE INITIAL DATE INITIAL DATE INITIAL ow• BY,..AK._ I PROJECT NO. I DIIAW1NG NO. TIIE$£ ,u.N!i Alt[ NOT TO B[ P'ltODIJCl:~<!...~D.()11: COP1<0 1• .,,, ,o•• "" """"'" ...,.,..,. ... , --REVISION DESCRIPTION CHKD av,.L,L__ CUP 96-19 ..... "L THEY To ..... , .. ,.To• THIRD PARTY WITHOUT rim EN'-INEER or wo•• OTHER Al'l'ROVAL CITY APPROVAL =~D BY u u SDP 96-,0 _... 2G..,~ •. '""'11t• P£RMl"510N AND CONSENT "' "'" ,........_ c.M.WD 96-CM8 ~---------------------; I (D FINISH 6RADE ~-----------------------<2 @ I" IN TURF AREAS 2" IN 6ROUNDGOVER CONTl'IOLLl!l'II. I .-Ill~::,°"'~ ·11-& ,., 1--- 3 @HEAVY DUTY STAINLESS STEEL Jl'!ALLMOUNT CONTROLLER ENGLOSURE SOX ASSEMS'D BY HYDROSCAPE TECHNICAL SERVIGES Jl'!ITH FOLLOJl'!IN6 OPTIONS, c:i. ON/OFF SJl'!ITGH/ 1i-1-----1-------{4 6ROUNDED I IOV OUTLET ,.......-1------<5 b. Y'IALLMOUNT CONTROLLER c.. PREY'IIRED TERMINAL STRIP Y'-1/ PROTEGTIVE BASKET c.. 5 YEAR Jl'!ARANTEE e. RADIO REMOTE ASSEMBLY @) V'!ALL MOUNT GONTROLLER PER LEGEND. INSTALL PER MANUF.INSTRUGTION -=--~=~_;::;-=~-'---'==-' ~~1±-±::;"'I"" =rrB1±:==., :±r=--ti:5{1 =--=r-r~-rrr-~~~ @ ANGHOR SOL TS PER MANUF. SPECS. @2" IRRIGATION GONTROL Jl'!IRE, GONDUIT AND GONTROL Y'IIRE ~-------{6 G) 3/4" 120 VOLT CONDUIT AND Y'IIRE -1 1 @2" GAPPED GONDUIT ~--------------------18 FOR FUTURE USE @coMMUNICATION CONDUIT ~-------------------<.CJ SIZED PER PLAN ELEVATION NOT TO SGALE A CONTROLLER AND ENC,L05URE SIZE PER E3AC,KFLOV'l IN Fll!':LD J l' _..' I l!l ll 11111111111111 1 111111111) I 11,11111111~ 111111,IH, I I I 111111111111! 1 •• : ~ L ~gg 800 800 800 Boo 800 -~ 80° ~~~~~@ 80&-'1,____.--q.:::::..,1--'-'---' -~ 80° 11111111111 ! 11111 111111 1/>t1; (II !1!111111111111111111111°1.1111 I~~•..-,•-- .-. i" •.. .. .. . .. . . ... - '-t ('I CD LEMEUl'it SACKFLOV'l ENGLOSURE PER LE6END. @SEE SAGKFLOV'l DETAIL THIS SHEET @ 4" DEPTH OF PEA GRAVEL AS SHOV'lN. (OMIT VALVE SOX, PET. 'G') @ GONGRETE SASE V'l/ ENCLOSURE ANCHORS MED. ® BROOM FIN. 6" DEEP MIN. RECOMPAC TED SUS- GRADE PER STRUGT. SOILS REPORT. @ l>3 RE-BAR GONT. IN GONG. TYP. t, " @) '--------< I ), 30 " ), TYi=>.11~11111 1111111 1111111~111111111111111111111111111, ,,-,,-,, ,-,,,-,, ,-,,-,, ,-,, ,-,, ,-,,-,,,-,, ,-,, ,-,,-,, ,-,, ,-,,-,, ,-,, ,-,, ,-,,-,, ,-I l!-----,(D ~-----,@ NOTE, FLOY'! D BAC.KFLO~ ASSEMBLY C,OVER ~-=-_ ----{3 ~-<4 THE GONTfi<.AC TOfi<. SHALL OFF-SET THE CONC. CURS TO CONFORM TO THE BACKFLOll'I DEVICE CONFl6URATION 5ECTION NOT TO SCALE FLAN VIEJI'! SGALE,l"=l'-0" ' (.) • ' • ' ' . ' • C' • ct•ll . C' 6" . ,. . 36" J 24" 1· - -~ ~ I , / / ------ 24" • C' J .,, " : . r C' " I 2 J ' ' • • = '° ' • 3 = "" '° N Cf\ • • 6" '° • . , . C' • ,. B C.ONTROLLER PAD - <I;) ,.\) ~-----------------J I ~------------------<2 11~1 II I II 11 -=111 -1 , I -==111~ J-11 -r , I 111: -111-----..... ---·- I -i I II= NOTES, ~------13 ,-----<1 -l-------...----,B . --- 0 CJ • -···--·· .. ____ _ ·-@ ~--------------1 I I CD GONTROLLER ENCLOSURE 8)6" CONCRETE PAD V'IITH MANUF. SUPPLIED MOUNTING SASE. @GONCRETE STEPPIN(;> PAD 24"X24"X2" CENTERED ON GONGRETE ENCLOSURE. POUR IN PLACE Q) 0 FINISH 6RADE I" IN TURF AREAS 2" IN GROUNDGOVER AREAS @ REGTAN(;>ULAR PLASTIC VALVE BOX Y'-1/ "i 1/2" X 15 1/2" LOGKING GOVER V'l/ HEAT BRANDED 2" LETTERS "MASTER VALVE" (±) EXTENSION ® V'llRE CONNECTORS PER NOTES @ ELEG TRIG VAL VE PER LEGEND G) PVG MAINLINE PER LE6END @ PVG MALE ADAPTOR ® COMMON Y'IIRE EXPANSION CURL @ GONTROL Y'!IRE EXPANSION CURL @ 6" MIN. PEA GRAVEL I. ALL PIPE THREADS TO SE V'lRAPPED Y'!ITH TEFLON TAPE OR EQUAL. 3. BUNDLE AND TAPE Y'IIRE PER NOTES SEGTION NOT TO SCALE 2. EXPANSION GURL Y'IRAP V'!IRE AROUND 1/2" DIA. PIPE 15 TIMES. E MASTER C,ONTROL VAL VE VALVE BOX NOTE: C:,ITY OF C:,ARLSBAO REQUIRES FURPLE VAL.YE E!OXES NOTES, I. ALL METAL TREADS SHALL BE V'lRAPPED V'llTH TEFLON TAPE (D FINISH 6RADE 2. THE INSTALLING GONTRAGTOR SHALL 6AIN APPROVAL OF THE SAGKFLOV'l ASSEMBLY DETAIL V'llTH THE BAGKFLOV'l INSPEGTOR PRIOR TO INSPEGTION @ I" IN TURF AREAS 2" IN GROUND COVER AREAS 3. THE CONTRACTOR SHALL PROVIDE FOIL BACKED INSULATION FOR THE BAGKFLOV'l DEVICE AND FOAM PIPE INSULATION FOR THE PIPE AND FITTINGS. ALL INSULATION SHALL BE GOMPLETEL Y V'lRAPPED @REDUGED PRESSURE BAGKFLOV'l ASSEMBLY Jl'!ITH SALL VALVES AND V'lYE STRAINER PER LE6END V'llTH Jl'!ATER PROOF TAPE RATED FOR EXTERIOR USE. 4. INSTALL PER G.M.V'l.D. DY'-16. #v-l-20 ~------------~2 ,-----------------<3 ~-~------<4 FLOY'! ~-------<5 @)BRASS NIPPLE (ONE REQUIRED EAGH SIDE) TYPIGAL @) BRASS CJO DE6REE ELL (ONE REQUIRED EACH SIDE) TYPICAL @ REDUGE MAINLINE SIZE AFTER CJO, IF NEGESSARY G) BRASS UNION (ONE REQUIRED EAGH SIDE) @HEl6HT PER CODE @) PVG COUPLIN6 (ONE REQUIRED)TYP. @PVG MAINLINE PER LEGEND @ 12" GUSE MINIMUM GONGRETE THRUST SLK @REG T ANGULAR 'JUMSO' PLASTIG VALVE BOX BROOKS, GARSON OR EQUAL FILL r'-IITH PEA GRAVEL AS SHOV'lN (OMIT LID) @) BRASS NIPPLE BETY'lEEN METER AND BAGKFLOJI'! DEVIGE INSTALL PER C.M.W.D. STANDARD DWG. #W-20 12 >---~ I I >----~ '---------{ 5 SECTION NOT TO SCALE BAC.KFLOY"t ASSEMBLY Y"tlTH 1Y' STRAINER TO SECTION NOT TO SGALE ~-----------------, I (DFINISH GRADE ~------------------J2 @I" IN TURF AREAS 2" IN GROUND COVER AREAS =I ----ff--------{3 @) JUMBO PLASTIC V.A.L VE SOX V'l/ 2'-6" EXTENTION AND LOGKING COVER. SY CARSON OR EQUAL 11 111 111 ----- .Ill. .. µ,,,~111 1 24" 12" FLOV'l "------/4 @)EXTENSION ,-------{6 @) 24 INGH UPSTEAM MIN. LENGTH (10 X SENSOR SIZE PIPE DIAMETER) T 1 ® 12 I NCH DOJl'!NSTREAM MIN. LENGTH (5 X SENSOR SIZE PIPE DIAMETER) "-----L.,"--,._L...:;~:;_,r"'-~~l l::::::::::::;;Q:'.':::=:!;::l~'::::::::~~~:i=~cl--~ G) PVG MAINLINE PER LEGEND (SIZE PER PLAN) 2" '---'---1+-0 ,,,.,,._.,.;,,---{e, @ FLOV'l SENSOR cfO ASSEMBLY PER LEGEND -© PIPE SAME SIZE ... _.,,--~ rYJ&7: AS FLOY'! SENSOR --'-'CD U l'---7_.J @6" MIN. PEA 6RAVEL ---ru-r-:'--:'t:---tCJ DRAIN SUMP er-,,· c.--dO (@) v-llRES FROM FLOY'l , -------+-----<10 SENSOR TO CONTROLLER 30" MIN -PER MANUFACTURE'S SPEG. Jl'!IRE GONNECTIONS PER NOTES VALVE BOX NOTE: GITY OF C:,ARLSBAO Rl!:GUll'll.1!3 PURPLI!': VALVE E!OXES F FLO~ SENSOR A~5Et-1BL Y AGENCY SUBMITTAL #3 9/23/97 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. [~s~ co:r-;r~uLTINo ENoI~!!ERs ~-•·~~Set, g I y,· PLAN CONTROL Date: <1/2:11<11 s,. HRP [sHffi7 CITY OF CARLSBAD I SHEETS I 1----t----t--------------+----+--+----+---l ~ PLANNING DEPARTMENT 30 i----+----+--------------+----+--+----+-----i UJmlCAPB AkCB.IILflJllAL PLANS POil:: 1----+----+---------~-----+----+--+----+-----i APPROVED MARRIOITS BRIGHTON GARDENS CARLSBAD IRRIGATION DETAILS PROJECT NO. CUP 98-19 SOP 96-10 C.M.W.D96-C.448 DRAWING HO, 35e-9L ------------------<2 --------® CD FINISH &RADE ~-1-s=d+t+s====--{4 (2) 1" IN TURF AREAS 2" IN &ROUND GOVER AREAS @ ROUND PLASTIC VAL VE = z d) -2 ~~~® "BOX. BROOKS,GARSON OR EQUAL Y'IITH LOCKING GOVER MARKED "G.V.' -,------HF:::;;J-+f;~f------16 d) '---------"-"-""-----.---{ 1 2" ~O" MIN @:)EXTENSION @)&ATE VALVE PER LEGEND <t)PVG MALE ADAPTER TY'IO (2) REQUIRED G) PVC MAINLINE PER LEGEND @:)6" MIN. PEA GRAVE:L NOTES, I. ALL PIPE THREADS TO BE JIIIRAPPED JIIIITH TEFLON TAPE OR EQUAL VALVE BOX NOTE: GITY Or GARLSBAD !V!GUl"'-1!!!', f'URl"LI; VALVE: eoxes SECTION A GATE VALVE -------~-----G) 1------@ ' -------------"-!3 '----------------------1 I I VALVE BOX NOTE: I. C.ITY Or c;ARL.5eAD l't!!:Oll.llfltl!S l"IJ!llfOLI!! VAL.VI!! !IOX!!!S 2. GUIGK vOIJl"Ll;R SHALL eia Al"l"lltOVl!:P 1"01'1. lll!;GLAIMl!!P l<'l,ATl!!lt C:,NL Y D QUIC,K C,OUPLER G) FINl5H cS"-ADE (2) 2" IN &ROUNDCOVEire., I" IN TURF AREAS NOT TO SCALE @ INSTALL QUIGK COUPLER IN ROUND PLASTIC VALVE BOX BROOKS, GARSON OR EQUAL JIIIITH LOCKING GOVER MARKED BY HEAT BRANDING 2" H:GH LETTERING JIii/ QC, (±) QUICK COUPLER PER LEGEND. INSTALL IN GROUND GOVER AREA JIIIHENEVER POSSIBLE @6" MIN. PEA GRAVEL <t) PVC SGH. e,o NIPPLE LENGTH A5 REQUIRED G) PVG MAINLINE @ PVC SGH. e,o ELL (TXT) (S) MARLEX STREET ELLS .,..Y'IO (2) REQUIRED @PVC SGH. 80 10" NIPPLE @ PVG MAINLINE FITTING NOTES, I. ALL PIPE THREADS TO BE Y'IRAPPED Y'IITH TEFLON TAPE OR EQUAL. SECTION NOT TO SCALE CIC) - SECTION NOT TO SCALE -'° ~------------------{ I CD FINISH ,S,RADE (2) I' IN TURF AREAS n----------f4 ® ~'n'lll!,,~111,....+-------""'1 @:) r----------\m~ ___ ;;;;~=~ ~::r-1---,f---------1 1 1,.....-...lL...,C:.;:--"""'18 2" IN Gt=!.OUNDGOVER AREAS PVC '10 DEG ELL REG T ANiS-ULAR PLASTIC, VAL VE BOX -BROOKS, CARSON OR EQUAL Y'l/ LOGKIN& GOVER MARKED BY HEAT BRANDING 2" HliS-H LETTERIN,S, Y'I/ CONTROLLER ;,TA. NUMBER PVC, ;,GH.80 3" NIPPLE Y'IIRE GONNEC TORS PER NOTES ELEG TRIG VAL VE PER LEiS-END ~ __ _j_ __ .._L'.:::====="jf------{12 ® PVC LATERAL LINE " PER LEGEND ~--------------il3 ® PVC MALE ADAPTOR NOTES, I. ALL PIPE THREADS TO BE Y'IRAPPED JIIIITH TEFLON TAPE OR EQUAL. 2. EXPANSION CURL Y'IRAP l"IIRE AROUND 1/2" DIA. PIPE 15 TIMES. @ ® COMMON Y'IIRE V'IITH EXPANSION CURL CONTROL IAIIRE JAi/ EXPANSION CURL (INSTALL IAIIRE PER LOCAL GODE BUNDLE AND TAPE PER NOTES) @ 6'' MIN. PEA iS-RAVEL @) PVG MAINLINE (PER LEiS-END) AND FITTIN,S,5 VALVE BOX NOTE: vlTY OF c;,ARLSElAP Rl!!GlUl!V!!I FURF'LE: VALVE: eoxes SECTION NOT TO SCALE (D FINl5H iS-RADE -------------------12 02" IN 6ROUNDCOVER, -------------<3 I" IN TURF AREAS. @ INST ALL PRE55URE ,--------------i4 REGULATOR IN ROUND ----------------<5 ---1 11 11 :I I l·--111 FLOY'l -111=11 2" VALVE BOX NOTE: vlTY OF vARL56AP Rr.:GUIRE:!'J f'URl"LE: VALVE: OOXE:5 • • O a.CO • 0 " • : ~ ·c5o. • ~-0 ~------le, VALVE BOX IAIITH LOCKING GOVER BY BROOKS, GARSON OR EQUAL MARKED BY, HEAT BRANDING 2" HIGH LETTERING "PR" @ PVC NIPPLE LENiS-TH AS REQUIRED SCH. 80 @) PRE5SURE REGULATOR @6" MIN. PEA &RAVEL G)PVC MAIN @PVC FEMALE ADAPTOR ( ONE REQ. EACH 51 DE) NOTES, 1. ALL PIPE THREADES BE IAIRAPPED ~ITH TEFLON TAPE OR EQUAL. REMOTE C,ONTROL VAL VE SECTION NOT TO SCALE E POP-UP HEAD ~---------12 --------@ ----@ ----@ ,,-----('I ------G) ----@ ---@ ------G) ~------"-!10 ~-------1 I I CD S" AT EDGE OF PAVNiS- OR Y'IALL '1) POP-UP HEAD PER LEiS-END @ FINISH G-RADE @ I" IN TURF AREAS, 2" IN &ROUND GOVER @) PVC NIPPLE SCH BO LEN&TH AS REQ. (2'MIN) @ PVC ELL (TXT) G) MARLEX STREET ELL @ ANTI-DRAIN VALVE PER LEGEND (PROVIDE ANTI- DRAIN VALVE ON HEADS ~ITHOUT FACTORY ANTI- DRAIN VALVES @ PVC 5GH. e,o NIPPLE LENGTH AS REQUIRED @) PVC LATERAL LINE PER LEiS-END @ PVG LATERAL LINE FITTIN,S, NOTES: I. ALL PIPE THREADS TO BE l"IRAPPED IAIITH TEFLON TAPE OR EQUAL. 2 . :3 -© 5 6 _____ __,1 ,,-------le, SECTION NOT TO SCALE F 5HRU6 HEAD CD SHRUB HEAD PER LE&END @ PVC SGH. BO NIPPLE ® ANTI-DRAIN VALVE PER LE&END © 4" AT IAIALL ® PVC SCH e,o NIPPLE LENiS-TH A5 REQUIRED ~ FINSH GRADE G) PVC 5TREET ELLS 2 REQUIRED @ PVC LATERAL LINE FITTING ® PVC LATERAL LINE NOTES, I. ALL PIPE THREADS TO BE IAIRAPPED Y'IITH TEFLON TAPE OR EQUAL . AGENCY SUBMITTAL #3 9/23/97 APPROVED FOil PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ASL CONSULTING ENGINEERS Plan Set: g PLAN CONTROL Dllto: "1/2;;1/"11 HRP LAN DESIGN ~NOITBmH -- ~ CITY OF CARLSBAD I SH30EE~ I 1----+----+--------------,f---+----+----+----1 ~ PLANNING DEPARTMENT 1-----+----+------------------+----+----1 L,\NllflCAPII AaCIIITIICTIJL\ PLANI POI.: MARRIOITS BRIGHTON GARDENS CARLSBAD IRRIGATION DETAILS ~~cl·lm1111 IAPPROVCD ~~JJ /1)3, I I __ ___::(714:..:::...:) 55=7:....:-585=:2_:fE4083~=---___.jl-~=--==--+1=--==--+j="?K -==--==--==--==--==--==--==--==--==--==--==--==I-==--==I-==--==I-==--==T -==---1=:j ----{-=1,L-L....OJ""--------"'-"----'•"""/J'""__,,;t,----,,Zc.........""TE t-ASSISTANT PL.A ING DIRECTOR -_ HII' l.AHD[!IOH EXPRESSLY RESERVES rrs COMWON LAW --------~ OOPYIIIOHT &MD Otl<[R PIKIPDITY RklHTS IN THESE Pl,INS. DATE INITIAL DATE INITIAL DATE INITIAL DWM oy, • • • I PROJECT -. I DRAWING -THEM: PLANS ARE MOT TO BE PJIODUC~.___~EQt..OR "' Iii • ~ ~ ~· ~W1•~0"'0f"~~lo0fo"t",'l,\:o°"rf~~.,\'r"",,~ REVISION DESCRIPTION CHKD BY;.11..ll.. CUP 98-19 35&-9L 0 """"' TH[ WIKTTEN ..... ISSIDM .... CONS[HT OF ENOIIIEER OF WQRK OTHER APPROVAL CITY APPROVAL RYWD OV;~ SDP 98-10 H LANOESION, 0.M.W.D 99-CMe .--------·-@ g B g., B i-~--_!_---/4 '---------!5 A POTABLE MAINLINE C..ROSSING CD STfli.EET SURFACE @POTABLE MAINLINE (SEE IMPROVEMENT Dl".AIAIINGS) @ 12" MINIMUM REQUIRED VERTICAL SEPARATION (±)SLEEVE @) RECLAIMED IAIATEF<. IRRIGATION MAINLINE NOTE, ALL RECLAIMED IAIATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LAElELED A5 5PECIFIED IN, "STANDARD SPECIFICATIONS FOR PRIVATE IRRl<SATION SYSTEMS" "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTl'-'.UCTION OF RECLAIMED IAIATER HAINS" ELEVATION NOT TO SGALE C, .. .. ., c,.,.p' • ... CJ • .. CJ "' B B .. "' X 4 "' "' 4 • <> -O' Ii) I)_ I)_ -<( 10' MINIMUH TO POTABLE MAINLINE IN STREET 24" ----------i® 6 (DcURB @51DEYIIALK @) METER BOX YIIITH METER @)POTABLE SERVICE LINE @SLEEVE @REGLAIHED YIIATER IRRIGATION MAINLINE NOTE, VERTICLE CLEARANCE OF 12" MINIHUM !S MANDATORY YIIHEN GROSSING THE PATH OF A POTABLE YIIATER LINE. INSTALLATION OF RECLAIMED IAIATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEYIIALK IAIILL PROVIDE THE NECESSARY 10' HORIZONTAL GLEARANGE FROM POTABLE MAINLINE IN THE STREET. ELEVATION NOT TO SGALE; B POTABLE SERVIC..E LINE C..RO551NG APPROVED POil PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. AGENCY SUBMITTAL #3 9/23/97 ASL CONSULTING ENGINEERS P1111 Se1: PLAN CONTROL O.to: "1/23/"ll . 'i~ --1~~1 • __ ,,_, Date ,,,_ .. ~~4-30-III~ '>-j,OFQAL\~ HRP . ----~ ------~ LAN DESIGN llffl.e-'AOlffl!CMI! --~~ri-=- CITY OF CARLSBAD ~HE• 5 t---+--t--------------+----+--~-+----1 PLANNING DEPARTMENT 30 t---+---+--------------+----!--~---1----l LANDICAl'B AJIC1111'11CTOML PLANS !'Oil: APPROVED MARRIOTTS BRIGHTON GARDENS CARLSBAD IRRIGATION DETAILS (714) 557-5852 fE4003 1---__.._...,__.,.--__--=---"-==---=----j-----f---J-:,r--------------+-----J--+--+----1 ~AS~Sl~ST~AN~T ~PL.A~NN~l~N~G~D~IR:::E_c::::T_o:::R-=--=-=--=-=-=-=-=-=-=-=-=....:;-;::::::=:=::::DA~TE HRP LANDESIGN OCPRESSl.Y RESEINES ITS COMMON LAW COPYRIClff AND OTHER PROPERTY RIGHTS II THESE PL.AM!. DATE INITIAL 1----DA_TE__,__I_NIT_IA=.L -1--0::.:CAT.:.=E__J_..::_IN"'-ITl:..:::AL'--I OWN BY·. , n n THHE PLANS ARE MOT TO BE PRODUCED, CHAMCEDliOII -----"u..L.o.L PROJECT NO, DRAWING NO. "'""" '" ""' r0•• °" ••"""' ""•""MR. •0 "" REVISION DESCRIPTION CHKD av,.ILll.:i.. CUP """18 THEY TO IE A!SIGNtD to A THIRD PARTY WllliOUT F'l,tST ENGINEER or WORK OTHER APPROVAL CITY APPROVAL uu-~=i"tJ:\lil,.'ll,' •. ---,n•• ••••issio• ••• co••"" or RVWD av:Q,!,L SOP 86-10 368,.8L C.M.W.096-0.446 NOT TO SCALE I V.1.T PROTEGTIVE GOLLAR @ 1/4' DIA. &AL V. CABLE LENGTH AS REQUl'<-ED @6-1/2" TURNBUGKLE @) 1/2' DIA. X 40" SCH. 40 PVC; JAIHITE PIPE, Y'llRE IN PLACE @) 3" HlcS>H JAIATER RETENSION BASIN. FORM FROM PLANT PIT EXCAVATION. MAY BE RAKED OUT PRIOR TO OTHER Y'lORK AS DIRECTED BY LANDSCAPE ARCHITECT @2" DIA. X 15 GA. GALV. IRON PIPE STAKES 2'-0" LEN6TH, DRILL TY'lO 5/16" DIA. HOLES 3/4" FROM TOP TO SECURE JAIIRE G) FINISH GRADE @FERTILIZER TABLETS PER PLANTING NOTES @ TREE ROOTBALL, \'l'IYl>Y-!?;d~fi,-,;:,r-7 I 5 II 15 GAL I" ABOVE 2 GRADE, 24" BOX ¢ LARGER 3" ABOVE GRADE, TAPER ~1--------{ 3 RO OTB ALL TO GRADE @PREPARED BACKFILL PER ,_...,_ ___ ----14 PLANTIN6 NOTES @6" ZONE OF OVER- 12 Y'llCE ROOTBAL DEPTH EXCAVATED AND RE- COMPACTED NATIVE SOIL (G)3" DIA. PERFORATED CORRIGATED POLYETHYLENE TUBING JAi/FiL TER SOCK TIED AROUND BOTTOM END. JAIRAP TUBIN6 AROUND ENTIRE BOTTOM OF ROOT BALL AND EXTEND VERTICALLY ABOVE F!N. 6RD. CUT 2' ABOVE FIN. 6RD. AND TERM:NATE Y'l/3" DIA. SNAP END GAP. STAN0.4 MUL TI-Tl'tUNI<. si-eGIM~N Tl't~~ SECTION DIAMETER NOT TO SCALE CD RooTeALL cRO~N SHALL eE I" AE\OVE FINISH GRADE AVOID PLANTiNG SHRUBS DI REC TL Y IN FRONT OF IRRIGATION SPRAY HEADS PROVIDE CLEARANCE V'-IHEN POSSIBLE @ 3" Hl6'H V'-IATER RETENSION BASIN. FORM FROM PLANT PIT EXCAVATION. MAY BE RAKED OUT PRIOR TO OTHER l"'IORK AS DI REC. TED 6Y LANDSCAPE ARCHITECT @ FINISH 6RADE @)FERTILIZER TABLETS PER PLANTIN6 NOTES @PREPARED BACKFILL PER PLANTING NOTES @ t," ZONE OF OVEFl:- EXGAY ATED AND RE- GQMPAGTED NATIVE SOIL NOTE, I. ALL PLANT MATERIAL SHALL HAVE 2" TO 4" LAYER OF NITROLIZED V'-IOOD CHIP MULCH, TYP. PLACED IN Y'lATER RETENTION BASIN. I TREE TRJNK @2" DIA x 12' LON6 MIN. LODGE FOLE PINE STAKES ONE STAKE FOR 5 6AL,TY'l0 ST AKES FOR 15 GAL. AND LARGER TREES. ( PREVAILIN6 1"'11 ND 3 NEJAI 1/2" GREEN REINFORCED GARDEN HOSE:, 18" LONG LOOPED AT EACH BRANCH l"'IITH SINGLE STRAND OF 1112 6ALVANIZED l"'IIRE. FASTEN TO STAKE BY DRILLIN6 THROU6H THE GENTER AND THREADING THE Y'llRE THROU6H. JAIRAP Y'llRE ONGE AROUND ST AKE AND TJAIIST TO SECURE. PROVIDE 2 TIES FOR 5 cS>AL. II 3 TIES FOR 15 6AL AND LAR6ER TREES. @ TREE ROOTBALL, 5 i 15 GAL I" ABOVE GRADE, 24" BOX It LARGER 3" ABOVE GRADE, TAPER ROOTBALL TO 6RADE @3" HIGH V'-IATER RETENSION BASIN. FORM FROM PLANT PIT EXCAVATION. MAY BE RAKED OUT PRIOR TO OTHER V'-IORK AS DIRECTED BY LA,.NDSGAPE ARCHITECT @F 0 1NISH 6RADE lr'-------13 r-tt--------14 ..--------<5 ..-----16 G)FERTILIZER TABLETS FER PLANTIN6 NOTES _J 'i_IFT_..._-,!'!l'fll! ru !L1-TTT- 1-11 8 \ls ··1 I}' c-'1.-------+t 1 ffi!..!.4-------1 "' @ PREPARED BACKFILL PER PLANTIN6 NOTES @t>" ZONE OF OVER- EXCAVATED AND RE- COMPACTED NATIVE SOIL @3" DIA. PERFORATED f ·mcc,rn, !Jti~r--1 ----,IQ GORRI GA TED POLYETHYLENE TUBIN6 V'-1/FIL TER SOCK TIED AROUND BOTTOM END. l"'IRAP TUBING AROUND ENTIRE BOTTOM OF ROOT BALL AND EXTEND VERTIGALL Y ABOVE FIN. GRP. GUT 2' ABOVE FIN. GRP. AND TERMINATE JAl/3" DIA SNAP SECTION NOT TO SCALE TJAIICE ROOTBA DIAMETER END GAP. STANDARD TREE STAKING 4B" BOX AND SMALLER .. /~-------1@ CDGROUND GOVER TO BE PLANTED IN FLATS., CUTTINGS, LINERS OR I 6AL. CONTAINERS PER PLANS ~1 u, I J' 111 J' 111 I J' 111 Ii' 111 Ii' 111 I l~LI -m----:m::-m-11 1-111:- 5GUA1".E 51"ACIN<'i 0 0 0 0 0 0 SECTION NOT TO SCALE Tllf.1-"N6UL-"llf. 5P-"CIN6 0 U) 'i--..._ 0 0 0 0 ~0 V Q Q Q 0 0 0 @SOIL PREP -REFER TO PLANTIN6 NOTES REFER TO PLANTING NOTES FOR ADDITIONAL SPECIFICATIONS s SQ. FT. PLANTS ~ILL C,OVER 64 PLANTS 100 PLANTS 4" 1 50 FT 11 SQ FT. 6" 16 50 FT 25 SQ FT. 8" 28 SO. FT. 44 SQ. FT. 10" 45 SO. FT. 10 SQ. FT. 12" 64 50. FT. IOOSQ. FT. 15" 10050. FT. 156 SQ. FT. 18" 144 50. FT. 22550. FT. 24" 25650. FT. 40C60. FT. '5' REFERS TO SPACING E GROUNDC,OVER LOC,ATION AND SPAC,ING AGENCY SUBMITTAL #3 ASL CONSULTING ENGINEERS Plan Set: q PLAN CONTROL Date: '1/23/'11 HRP LAN DESIGN l'\NNIII UNDIICAPE Nlllf1!CnR -- T-, I. ROOT GUARD BARRIER AVAILABLE FROM; DEEP ROOT GORP. 15040 GOLDEN V'-IEST CIRCLE V'-IESTMINSTER,CA. "12bB3 (114) €;,46-"1505 2. REFER TO APPROPRIATE TREE GUYING OR STAKING DETAIL. 3. ROOT BARRIER SHALL HAVE A MINIMUM DEPTH OF 24" l"'IITH A MINIMUM THICKNESS OF O.Ob" BARRIERS SHALL BE 16 FEET LON6 CENTERED ON TREE TRUNK, IN ONE CONTINUOUS PIECE (PREFERRED) OR IN A COMBINATION OF PIECES, SECURELY FASTENED JAIITH ADHESIVE, IF APPROPRIATE, AT .JOINT POINTS. BARRIERS SHALL BE INSTALLED IMEDIATEL Y AD.JAGENT TO SIDEl"'IALK/HARDSCAPE ELEMENTS Y'IITH A I" MIN. 2" MAX OVERLAY V'j/ BOTTOM OF HARDSCAPE ELEMEN 5 e, ~----+-----I "' TV'llGE ROOTBALL SECTION DIAMETER NOT TO SCALE CD TREE ROOTBALL 5 4 15 GAL. I' ABOVE GRADE, 24" BOX 4 LAR6ER 5" ABOVE GRADE, TAPER RQOTBALL TO 6RADE @)FERTILIZER TABLETS PER PLANTING NOTES @_) PREPARED BACKFILL PER PLANTING NOTES @ROOT 6UARD BARRIER MODELII UB24-2BARRIER SHALL CONFORM TO O.C.E.M.A. STANDARD PLANS 1108 AND 1100 FOR LINEAR INSTALLATION REFER TO NOTE 3 THIS DETAIL; @) USE ROOT BARRIERS l"'IHERE- EYER TREES ARE PLANTED V'-IITHIN, 5' OF ANY STRUGTURE,GONGRETE FLATV'-IORK, CURB AND GUTTER, UTILITIES, EGT. @3/4" CRUSHED ROCK G)FINISH GRADE @e," ZONE OF OVER EXCAVATED AND RE-GQMPAGTED NATIVE SOIL @3" DIA. PERFORATED C.ORRIGA TED POLYETHYLENE TUBING i-"1/FIL TER SOCK TIED AROUND BOTTOM END. V'-IRAP TUBING AROUND ENTIRE BOTTOM Of ROOT SALL AND EXTEND VERTICALLY ABOVE FIN. GRP. GUT 2" ABOVE FIN. GRD. AND TERMINATE V'l/3" DIA. SNAP END GAP. G TREE PLANTING Y'!ITH ROOT BARRIER 6" TYP. ,,.....---------{2 CD ORGANIC, Tl"'IINE BY NURSERY TO REMAIN. @ PALM TRUNK TO BE PLUMB (VERTICAL) @ SAND BACKFILL @ FINISH GRADE @ROOTBALL @ FINISHED GRADE @ PLANT PIT BACKFILL I 00% JAIASHED PLASTER SAND. G) RQOTBALL DRAINLINE AND AERATION RISER. 3" PERF. PIPE VIIRAPPED l"'IITH FILTER FABRIC-TYF.-ELEVATE END OF PIPE, PER DETAIL 'A' SHT. •so @ 12" AU6'ER HOLE l"'IITH DRAIN PIPE AND SAND BACKFILL PER PALM SUPPLIER. ._,-----1_5 @ GLEANOUT V'-IITH CAP , z L~::::::===:::;:===~---71 l'4 -A -}: • .. ,, ... · ·.• . . ·: ' . , - Oz I - l•J--------------{8 in!: SECTION -------NOT TO SC.ALE NOTE: ALL BACKFILL TO BE JAIATER .JETTED DURING PLANTIN6 FOR MAXIMUM STABILITY. F PALM TREE PLANTING DETAIL 9/23/97 [s'Hml CITY OF CARLSBAD I SHEETS I t----+-----,t---------------+----+-----,,----+----t L!!_j PLANNING DEPARTMENT 30 t----+--~1---------------+----+-----,f----+----t UJfllllCAPI! ilCIIITl!Cl'UllAL PLANII IIOic MARRIOTTS BRIGHTON GARDENS CARLSBAD PLANTING DETAILS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~y·=· I ~c I I __ ___:{714:.::)_:55::_7_:-5852=_:f=E4083=~--ll-l-_=~--=~__j=~--=~-t:;;..._-=~--=~--=~--=~--=~--=~--=~--=~--=~--=~--=~--=~-t:~_-=~-7:~~=~--=;l--=~--=i+-=~--:I "_PPII_O_VE_D_---4---F,.,LJ.Al.,..,C-------'/4_::~~:.._~_,,.""--4-1~,'--0-.TE I-ASSISTANT Pl.ANNI DI CTOR f-~ . HllP UMDntoN EXPRESSLY RESERYES ff$ COWWON LAW ~-------~ COPt1llQMT AN0 OTHl:II: ~IOPmTY RICHT'S IN THESE: PLANS. OAT[ IMITIAL DATE INITIAL DAT[ INITIA.l DWN BYi...A.K-_ I PROJECT NO. I DRAWING NO. ~Efo•1\t'1'ln,"~,1'.0T00TOJ:i•r.oe/li~~8t,°",.. REVISION DESCRIPTION CH~D BY,.L,1,__ CUP 98-19 .. ,.._,.L THEY TO •• ... ,.,.,o TO • TH100 ,...,., wm101JT rim ENGINEER or WORK OTHt;R APPROVA• CITY APPRovA, R-o DY u u SDP ,..._10 ......-. OIJTAININ(j THE '""111N PERMISSION ANO CONSENT OF •~ ,......._ _ ""' HRP LANDESIGN. CM.WD 96-C.4"8 ----------------------------------------------------------------------------------------------------------------------------,,---~ SECTION N.T.S. -------------12\.---------~-~ -------------< 3\.--------- ------------j 4 1 @ G) PLAN @ N.T.5. 0 I f + + t • f • f t I + ! + I + • • • I • • • • 0 • . . . . . . . . . . . .. . . ".' ...... '. ............................. . . . . . . . ............... -. 4' ox CD SEE SPECIMEN TREE PLANTIN6 DET. THIS SHT. FOR TYF'. INSTALLATION $ NOTES. @) TREE ROOTBALL, GROV'IN SHALL BE 4" ABOVE FIN GRD. SHAVE TO GRD. AS REQUIRED. @ B" DIA. ABS PERFERATED DRAIN PIPE SNAP END GAP. @ FIN, GRD . @ 3" DIA. ASS PERFORATED DRAINLINE V'IITH FILTER . 50CK. @ BACKFILL FER AGRONOMIC. SOILS REPORT G) 9" DIA ABS PERFORATED DRAINLINE Y'I/GONT. FILTER SOCK V'IRAP. @ UNDISTURBED SUS-GRD. OR PROPERLY RE-GOMPAGTED FILL V'IRAP TUBING AROUND ENTIRE BOTTOM OF ROOT BALL. EXTEND TUBING INTO AUGERED HOLE AND VERTICAL~ Y ABOVE FIN. GRADE CUT 2" ABOVE FIN. GRADE AND TERMINATE V'l/3" DIA SNAP END GAP. @ CRUSHED ROGK BACKFILL AROUND PERFORATED PIPE. A PALM ROOTBALL DRAINAGE AND AERATION AND LAR6ER 8)----~ ll--~ SECTION NOT TO SCALE TV'IICE ROOTBAL.: DIAMETER C, SHRUB PLANTING ON SLOPES CD SHRU1' ROOTSALL CROV'IN SHALL BE 3" MAX. ABOVE FIN. SLOPE GRADE @ LOV',IER AND UPHILL SIDE (;) 9" HIGH Ji'IATER RETENTION BASIN, FORM V',IITH SOIL EXCAVATED FROM UPHILL SIDE OF SHr.:UB @lei MAX. COMPACTED TAPER FILL AT FRONT PLANT PIT @FERTILIZER TASLETS PER PLANTING NOTES @ PREPARED BACKFILL PER . PLANTING NOTE5 @ 6" ZONE OF OVER- EXGAVA .,.ED AND RE- COMPAGTED NATIVE SOIL G) I, I MAX. GUT SLOPE BEHIND PLANT PIT @EXISTING, SLOPE X. HORTICULTURAL SOILS REPORT: CITY OF CARLSBAD REQUIREMENTS A. c;.tTY OF c;.ARL.seAD 1'!.f:GUIIIU:r-1!:NTS I. AFTeR ROU6H 6RADIN$, 5011. 5Ar-fll'i.e5 ~Al.I. 1111! TAKEN FRDr-1 ENOU6H LOGATIONS ON THI: !>l'T'I: TO l'l.fl"l'IU:5!:NT AN ADl:GUATI: c;.toWSS Sl:C,TION OF CONDITIONS. :2. !!:>OIL TEST SHALL 61'; Fl!:IV'OMMf:D 6Y A 90IL TeSTIN<, L.AeOAATOltY ~E-AF'PROVED ev THE C,ITY), THE TEST SHALL INDIGATE l5UT NOT 191!: Llr-llTI:D TO THE FOLLOl"IIN6, A. OR6ANIC I-IATTl:'R CONT!aNT e. H,P,K C.pH 0. l=C, E. SOIL TeX~ /511. T, c;.1.AY, SAND) F. REC,Or-!r-!ENDATION!!. FoR Ar-!l!Nl:>r-!EN~. 1.1!:AG.HINe, 'AND r-lAIN-NGE FERTll.l;?ATION!>. 5. THE R.E!>UL TS AND t'I.Ec:;0MMENDATION5 01" n-1e !!:,OIL Te5TIN6 LA~TOltY ~ALL i,e SU6r-!ITTEP TO AND AF'PROVE:O eY THE C,ITY, THe AFl"!'lOVE:D R.Ecor-!M=ATIONe FOl'l AMENDr-!eNTS AND SACKFILL SHALL 61: INC,~TEP INTO TI-IE LANO¾APE; FL.AN5 l"t'tlOR TC) THE STAR'!' OF C,ONS'T'Rl,IC,TION AND SHALL BECOME PART OF TI-IE AF'PROVEO PLANS. l"ROPIJCTS SPEc-lFll:D eY Fl'lODl,IC,T NAr-1!: eY TI-ll!: 90IL LAe IN TH!; ll'JaCOI-IM!:NDATION!> MAY 6E SU6STITUTl:D l'!ITH "Olt !:GI.JAL" f'ROOUCTS Al"Fl'lOV'E!P eY THe CITY. Q)TREE STAKING PER DETAIL 'B', THIS SHEET (;) TREE ROOTBALL, 5 4 15 5AL I" ABOVE GRADE, 24" BOX ,$ LARGER 3" ABOVE GRADE, TAPER ROOTBALL TO 5RADE @4" Hl5H ¥'<ATER RETENSION BASIN, FORM ll'llTH SOIL EXCAVATED FROM UPHILL SIDE OF TREE @ I, I MAX GOMFAG TED TAPER FILL AT FRONT PLANT PIT @ FERTILIZER TABLETS PER PLANTIN6 NOTES -11-----------12 @ PREPARED BACKFILL PER PLANTIN6 NOTES ,_,,_.,,,.,~·--@ ---@ SECTION NOT TO SCALE TY'llCE ROOTBAL.: DIAMETER G)6" ZONE OF OVER- EXGAVATED AND RE- COMPACTED NATIVE SOIL @ i, I MAX. GUT SLOPE BEHIND PLANT PIT @) EXISTIN6 SLOPE @3" DIA. PERFORATED GORRIGATED POLYETHYLENE TUBIN6 Ji'I/FIL TER SOCK TIED .A.ROUND BOTTOM END. V'IRAP TUBING AROUND ENTIRE BOTTOM OF ROOT BALL AND EXTEND VERTIGALL Y ABOVE FIN. 6RD. CUT 2" ABOVE FIN. GRD. AND TERMINATE 1-"l/S" DIA. SNAP END CAP. D TREE PLANTING ON SLOPES APPR.OVED FOR. PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. AGENCY SUBMITTAL #3 ASL CONSULTING ENGINEE]f§ Plan sot: q PLAN CONTROL--·--Dato: '1/2:3/'1"! ~--, ... -·····"''''-·-··- HRP ________ __, 2 ;-cf.----~----,: 4'-0" SECTION NOT TO SC.ALE 6 VINE TYIN6 XI. HORTICULTURAL SOILS REPORT f'ENDlt-16 COMl"l.l:TION OF SITE! 6AADIN6. 9/23/97 -U) -U) OJ (I) GOMMUN I TY V'IALL (3)3/8" DIA. X 4" GAD. PLATED EYE SOL TS SEC.URE INTO MASONRY V'IALL Y'I/MASONRY EXPANSION SHIELDS @STAINLESS STEEL J/'llRE, 16 GUAGE PARALLEL TO TOP V'IALL/FENGE. @TIE PLANT TO V'IIRE OR TUBULAR STEEL PIGKET5 V'IITH GREEN PLA5TIG NURSERY TAPE @ FINISH GRADE @ ESPALIER VINE ONTO V',IIRE [s11'ffil CITY OF CARLSBAD I SHEETS I l-----+--+---------------1-----+--l----+----I ~ PLANNING DEP•RTMENT 30 l-----+--+---------------1-----+--1----+----I LANDICAPII ./UI.CRIIM."Tl!aAL PIAKII l'Oa: MAARIOTTS BRIGHTON QARDENS CARLSBAD PLANTING DETAILS PROJECT NO. DRAWING NO, CUP 98-19 &•• "L SOP 96-10 __ __, L.-_"""""" __ .. _ _J C.M.W.D 96-C.446