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HomeMy WebLinkAboutDWG 351-9L; SDP 96-03; CARLSBAD COMPANY STORES; 01-572 3 4. 5 7 9. 10 11 12. 13 14. 15. 16. 17 18 * 19 20. 2i * 22. * 23 24. 25. RECLAIMED WATER NOTES ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICTS ··CARLSBAD RECLAMATION RULES & REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINs·· DATED OCTOBER. 1993 DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECLAIMED WATER BEST MA',AGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECLAIMED WATER ENCROACHMENT 01\ ?UBLIC FACILITIES SUCH AS PICNIC TABLES, BBo·s. PLAYGROUNDS. SAND TOT LOTS. ETC BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE. PONDING, RUN-OFF, OVER SPRAY AND MISTING. HOSE BIBBS ARE STRICTLY PROHIBITED. ON SITE CROSS-CONNECTION BETWEEN RECLAIMED WATER LINES AND POTABLE WATcR LINES IS STRICTLY PROHIBITED. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL 0~ THE. CARLSBAD MUNICIPAL WATER DISTRICT. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPALWATER DISTRICT'S RULES AND REGULATIONS. THE IRRIG.A TION 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 PROVIDE A MINIMUM OF AT LEAST 18 iNCHES OF COVER OVER ALL WIRING ANO PIPING NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECLAIMED WATER WHETHER BY WINDBLOWN SPRAY OR DIRECT APPLICATION THROUGH IRRIGATON OR OTHER USE LACK OF PROTECTION, WHETHER BY DESIGN. CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS RECLAIMED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECLAIMED WATER DISTRIBUTION SYSTEMS (SPIKES NOT EXCHANGABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT 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 THE TRENCH PER CARLBAD MUNICIPAL WATER DISTRIcT·s RULES AND REGULATIONS. ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARDS THE TOP OF THE TRENCH. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECl.AIMED L.INc SHAU. BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POT ABLE LINE, FOR A TOT AL OF 20 FEET. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POT ABLE LINE MUST BE INSTA.LcED ABOVE THE RECLAIMED LINE A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT All TIMES. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST ANO COVERAGE TEST AS DIRECTED BY THE O ARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL, HEAL TH PRIOR TO ANY USE OF RECLAIMED WATER. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHAl.l. CONFORM TO THE FOLLOWING: A, RECLAIMED WATER: QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS !SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER OUICK COUPLER SPIKES) AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE OUICK COUPLING VALVES SHALL BE NELSON NO. 7645. HUNTER NO. HV100A-RL-NP OR APPROVED EQUAi_ AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON- INSPECTING PARTY. DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "DO NOT DRINK .. ON THESE PLANS. AN ON.SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL Sf'ALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS CONNECTION PROTECTION. AND THE SPECIFIC RE(JUIRl'.MENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONT ACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPA'1TMENT OF ENVIRONMENTAL HEALTH AND CARLSBAD MUNICIPAL WATER DISTRICT IN CASE OF EMERGENCY CONT ACT STEVE CRAIG 17141224•4100 OR AFTER HOURS CONTACT STEVE CRAIG 1714)224-4100 * ITEM NO'S 8.19 & 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 & TAGS WILL BE INST ALL ED JUST PRIOR TO ACTUAL USE OF R.C. WATER. SHOW ALL PUBLIC AND PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS ON RECLAIMED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES. ETC I SHALL BE COLOR CODED PURPLE PER AWWA GUIDELINES AND SECTION 404964 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. w-IIEClAIIED WM!R T DO IIOT ORN( w· A'IISO • AOOA -l llO TOIIAR ~ 1a·· X 13·· SIZE .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYl SIGNS TYPICAL SIGNS BLACK LOGO ~ I" BLACK LETTERS (TYP.) PURPLE BACKGROUND 2" BLACK LETTERS 12" X 34" SIZE 016 ALUMINUM, 060 ABS PLASTIC OR STICK-ON VINYL SIGNS RECLA MED WATER SYSTEM (PR VA TE) CARLSBAD COMPANY STORES EXIST. 8" RECLAIMED WATER SERVICE---j RECLAIMED P.O.C ----~---® --... --.----................ -~ = ----· --·--,r.-~--la ... .a---=-=-=---~1 ... =-i,""•"'· ------=-=-=·-------ak;.-.-=-.------=ijT.'.-~.-=~~~- -,~ ' ii ~ / ~TICPOC .. ·•·•·•·•·•·•·~·· -············· ·-. . . . . . . . . . . . . .................... . ............ ~~"t,;,'l"':;i:,;"'-,' ,·."":'.· ..... -- ' ' ' ' ' '11,' ' ' ' '' ::. '.'/, KEY MAP LEGEND -P-·----- 1·:::::::.·::.·j 0 /4.} ... -D- 0 □ 0 -w- SIGNAGE NOTES SIGNAGE NOTES (CONT.) ® B ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 8-1/[ X 11·· SIZED SIGN. COLOR, PURPLE BACKGROUND WITH BLACK LETTERING 2 I. GUIDELINES FOR RECLAIMED WATER USE ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 1. 2. 3. 4. 5. 6. 7 IRRIGATE BETWEEN THE HOURS OF 10,00 PM. AND 600 AM. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE rHE NORMAL SCHEDULE. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, 1I.E EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION!. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS. PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. 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, EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECLAIMED WATER. PERSONNEL MUST BE INFORMED THAT R,C. WATER IS MEANT FOR IRRIG. PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND, TOOL, WASlilNG, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY. 'T IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES ANO MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES SUCH CHANGES MUST BE SUBMITTED TO AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNATED IN ACCORDANCE WITH DISTRICT ST AND ARDS ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR WITH THE WORDS "WARNING-RECLAIMED WATER-DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "ADVISO -AGUA IMPURA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. • 3 ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8 ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS 11 EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECLAIMED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH. WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKGROUND. THE SIGN SliALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL USING THE EQUIPMENT. INSPECTION PROCEDURES t CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES. B. TRENCH DEPTH. C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALL YI. D. PIPE IDENTIFICATION. E. POINTS OF CONNECTION (POC'SI. F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECLAIMED WATER [IF RECLAIMED WATER IS USED FOR CONSTRUCTION) AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENT AL HEAL TH PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE, A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM. TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER B WARNING SIGNS AND LABELS. C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY. RUNOFF. ANO PONDING E REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F REQUIRED PROTECTION OF WELLS. STREAMS, RESERVOIRS. ETC. G. CROSS-CONNECTION 3-ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD 00 VER PART A, PART B AND PART G OF THE DISTRICT FINAL INSPECTION -- , PROJECT OWNER/DEVELOPER: DELORENZO ASSOCIATES C.R,1,11:1 1'2-EA.L,.y G,F!OtJP-c-A1".i-ee,At>, Ll-C,, I HEREBY DECLARE THAT I AM THE LICENSED LANDSCAPE ARCHITECT A e-AUf'Dt:.!.NiA LI K<T= 1-<A?.>lt..ln' CDKPANY OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE 150D QUAIL STREET, SUITE 510 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. lm!'1111 Planning L1;1.ml8<.:$,p~ Ar<h.itecture -1776 Han<:'ock Str'!"et, Suite ItO San Diego, CA 92110 l:ll9•29fl.D~Jl5 t'"ax:619•2!J7•2J5'4 -Datt-· 19 NOV 1996 Job No: 90039-02 CHARGE OVER THE OE SIGN OF THE PROJECT AS DE Fl NED IN SEC Tl ON ,• .JJ~N~E WP::;O:;R::T~B;E~A;C~H ':;::C~A:::9:::2~6~6~0:::::::::::: -:::: -::::-:::~~L, 6703 OF THE BUSINESS ANO PROFESSIONS CODE, AND THAT THE l • -- WORK IS CONSISTENT WITH CURRENT STANDARDS. -ENGINEERING PLANa-tECKER I UNDERSTAND THAT THE CHECK OF PROJECT DRA'i\1NGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD ANO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. APPROVED BY'. DATE S.D. COUNTY DEPT. OF ENVIRONf.lENTAL HEAL TH Dd (Ptl.A Z--28-'22 APPROlk:D BY, DATE CARLSBAD MUNICIPAL WATER DISTRICT ~ f, [¼.,, .. ~1,,-2-26-97 \\1LLIAM E. PLWMMER DATE DISTRICT ENGINEER R.C.E. 25176 SHEET INDEX SHEET NO.'S TITLE SHEET GENERAL/IRRIGATION SPECIFICATIONS IRRIGATION SPECIFICATIONS IRRIGATION SPECIFICATIONS/LEGEND IRRIGATION PLANS IRRIGATION DETAILS PLANTING SPECIFICATIONS PLANTING SPECIFICATIONS/LEGEND PLANTING PLANS PLANTING DETAILS LANDSCAPE DING PLANS \RR\& :ilON PLAN:::> CNE.W) PLANT\N6 PLANo CNl=-W) G P AN5 NEW) R Pfl"OPOSED RECLAIMED IRRIGATION SYSTEM AREA OF RECLAIMED WATER USE LOCATION OF CONNECTION POINT -METER AND BACKFLOW PREVENTER GATE VALVE "DO NOT DRINK" SIGN LOCATIONS DOMESTIC NON-SITE WATER SYSTEM (SEE IRRGATION PLANS FOR LINE CROSSING LOCATIONS) IRRIGATION SHEET NUMBERS PLANTING SHEET NUMBERS GRADING SHEET NUMBERS PUBLIC POTABLE WATER MAIN CROSSING OF POT ABLE MAIN BY RECLAIMED MAIN CITY OF OCEANSIDE CITY SITE1 RLSBAD CITY OF VISTA 1 2 3-4 5 6-15 16-18 19 20 21-30 31 32-37 CITY OF m <.O M 0 3: a: SAN MARCOS ' PACIFIC OCEAN ALGA I VICINITY MAP 0 NOT TO SCALE ,Z •/Ll,<j.f:2 DATE DATE CARLSBAD MU~ICIPAL WATER DISTRICT ... CITY OF CARLSBAD PLANNING DEPARTMENT SHEETS 57 TITLE SHEET FOR, CARLSBAD COMPANY STORES Scale: N.T.S. ;' /_) __ ·,-;; ' I -· I I I BENCHMARK 1-----+---+-------------------+----+----t----t---, L .. , ,., .. ~··"·'~•--f I .,·. Vni.wn By, M.K. I i / / • Proj.Mngr -B.M. Re-viewed Bye M.S. DESCRIPTION: 4• PLASTIC CAP (S-D, CO. CONTROL PT. T-1307) LOCA110N: EAST Of" RAILROAD lRACKS IN RAILROAD R.O.W. 500 FT. N~lH OF PAlOMAA AIRPORT ROAD, RECORD FROM, 1980 ADJ. ELEVATION, 46.67 DAlUM: M.S.L. DATE INITIAL [).ATE ENGINEER OF WORK REVISION DESCRIPTION INITIAL DATE INITIAL ~PPROVED' ' -EL.-,'. ,(l.~£ .. ASSISrANT PLAN"NING DIREClOR i -:_<, =(.~zz I _,, .. ,_,,,, .. .,,,••~·-,, ----------- ······ ...... ·----, r------~ 0111<. SY, CHKD SY: L:._RV\\ll'.:'.:'.__.::B~Yc--====-l PROJECT NO, SDP96-03 '------··························· ., ...... , ... ,. , .. ,,., ""' ·'" '' -.. ' DRAIMNG NO. 351-9L CMWD96-C440 H, \95039-01 \TTL-DTL \CS·-TTL.DWG SECTION 00010 -GENERAL CONDITIONS PART 1 -GENERAL 1.1. 1.1.1. 1.1.2. 1.2. 1.2.1. 1.2.1.1. 1.2.2. 1.2.2.1. 1.2.3. 1.2.3.1. 1.2.4. 1.2.4.1, 1.2.5. 1.2.5.1. 1.2.6. 1.2.6.1. 1.2.7. 1.2.7.1. DESCRIPTION: ALL PROVISIONS OF THE 'GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION', A.I.A. DOCUMENT A201, LATEST EDITION, SHALL APPLY TO THE WORK AS IF BOUND HEREIN. COPIES ARE AVAILABLE AT THE A.I.A. OFFICE, 233 A STREET, SAN DIEGO, CA 92101. UNDER ARTICLE 4.18.1 ,INDEMNIFICATION OF THE GENERAL CONDITIONS, DELETE THE WORDS "(OTHER THAN THE WORK ITSELF)'. GENERAL PROVISIONS/DIVISION 1 GENERAL REQUIREMENTS: SCOPE OF CONTRACT: THE FOLLOWING TERMS, CONDITIONS, AND INSTRUCTIONS, AS WELL AS THE LANDSCAPE ARCHITECT'S PLANS AND SPECIFICATIONS, THE CONTRACTOR'S CONTRACT AND SHOP DRAWINGS AND ANY CHANGE ORDERS AND/OR ADDENDUM'S ISSUED BY LANDSCAPE ARCHITECT SHALL FORM THE GENERAL CONTRACT. JOB FILE: THE OWNER SHALL FURNISH THE CONTRACTOR WITH ALL DRAWINGS, SPECIFICATIONS, REVISIONS ORDERED BY THE LANDSCAPE ARCHITECT, AND CHANGE ORDERS. THE CONTRACTOR WILL FURNISH HIS CONTRACT, ANY SHOP DRAWINGS REQUIRED AND A WORK SHEET ON WHICH HE WILL NOTE ANY DEVIATION FROM THE CONTRACT NOT OTHERWISE COVERED. THE CONTRACTOR WILL KEEP ON THE JOB AT ALL TIMES A FIELD SET OF DRAWINGS, WORK SHEET AND SHOP DRAWINGS, UPDATED WEEKLY, UPON WHICH DEVIATIONS ARE NOTED. PERMITS AND SURVEYS: THE OWNER SHALL ESTABLISH ALL LOT LINES AND RESTRICTIONS. ALL OTHER LINES, GRADES, AND LEVELS SHALL BE ESTABLISHED BY THE CONTRACTOR AND HE SHALL VERIFY ALL DIMENSIONS, LINES, AND GRADES INDICATED ON THE DRAWINGS. THE OWNER SHALL FURNISH ALL SURVEYS. PERMITS AND LICENSES REQUIRED FOR EXECUTION OF THE WORK SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR. CONTRACTOR'S/LANDSCAPE ARCHITECT'S RESPONSIBILITIES: THE CONTRACTOR SHALL GIVE EFFICIENT SUPERVISION TO THE WORK, USING HIS BEST SKILL AND ATTENTION. WHEN ABSENT FROM THE JOB, HE SHALL APPOINT A SUPERVISOR CAPABLE OF DISCUSSING MINOR MATTERS WITH THE OWNER AND LANDSCAPE ARCHITECT ON THE SITE. HE SHALL CAREFULLY STUDY AND COMPARE ALL DRAWINGS, SPECIFICATIONS, AND OTHER INSTRUCTIONS FOR THE WORK. ANY WORK INDICATED IN A MANNER WHICH WOULD MAKE IT DIFFICULT TO PRODUCE FIRST CLASS WORK, OR ANY DISCREPANCIES OR CONFLICTS WHICH APPEAR BETWEEN DRAWINGS AND SPECIFICATIONS, OR BETWEEN SPECIFICATIONS AND LOCAL ORDINANCES OR RESTRICTIONS, SHALL BE REFERRED TO THE LANDSCAPE ARCHITECT FOR INTERPRETATION OR CORRECTION BEFORE PROCEEDING WITH WORK. THE LANDSCAPE ARCHITECT SHALL AT HIS DISCRETION REFER INTERPRETATIONS OF DRAWINGS, SPECIFICATIONS, OR CONTINUITY WITH LOCAL ORDINANCES AND RESTRICTIONS TO THE OWNER AND/OR ENGINEER. CHANGES: NO CHANGE FROM THE GENERAL CONTRACT SHALL BE MADE WITHOUT AUTHORIZATION AND APPROVAL FROM THE LANDSCAPE ARCHITECT, OWNER AND CITY INSPECTOR. ALL SUCH INSTRUCTIONS SHALL BE IN WRITING ON A "CHANGE ORDER" FORM. UNLESS CONTRACTOR NOTIFIES LANDSCAPE ARCHITECT WITHIN FORTY-EIGHT (48) HOURS UPON RECEIPT OF A CHANGE ORDER, SUCH ORDER $HALL CONSTITUTE A PART OF THE GENERAL CONTRACT. THE LANDSCAPE ARCHITECT SHALL HAVE AUTHORITY TO MAKE MINOR CHANGES. ANY CHANGES INVOLVING EXTRA COST, OR ALTERATION OF THE OVERALL APPEARANCE OF THE PROJECT SHALL BE COUNTER-SIGNED BY THE OWNER. THE LANDSCAPE ARCHITECT MAY INSTRUCT THE CONTRACTOR TO ISSUE CHANGE ORDERS FOR ANY ADDITION, ALTERATION, OR DEDUCTION HE WISHES TO MAKE. THE CONTRACT PRICE SHALL BE ADJUSTED BY EQUITABLE AGREEMENT TO COVER SUCH CHANGES. IF ANY INSTRUCTION BY THE LANDSCAPE ARCHITECT INVOLVES EXTRA COST TO THE CONTRACTOR, HE SHALL GIVE WRITTEN NOTICE TO THE OWNER BEFORE PROCEEDING WITH WORK. HIDDEN OBSTACLES: PRIOR TO EXCAVATION INTO THE SOIL, THE CONTRACTOR SHALL LOCATE ALL CABLES, CONDUITS, SEWERS, SEPTIC TANKS, AND SUCH OTHER UTILITIES AS ARE COMMONLY ENCOUNTERED UNDERGROUND AND HE SHALL TAKE PROPER PRECAUTION NOT TO DAMAGE OR DISTURB SUCH IMPROVEMENTS. IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK, HE SHALL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT, WHO WILL ARRANGE FOR RELOCATION. THE CONTRACTOR WILL PROCEED IN THE SAME MANNER IF ROCK LAYERS OR ANY OTHER CONDITION ENCOUNTERED UNDERGROUND MAKES CHANGES ADVISABLE. PROTECTION OF LIFE AND PROPERTY; THE CONTRACTOR SHALL PROTECT ALL CONSTRUCTION AND LANDSCAPING FROM DAMAGE AND, WHEN REQUIRED, PROVIDE GUARDS OR COVERING. ANY DAMAGE SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. CONTRACTORS ON THE JOB SHALL CARRY THE FOLLOWING INSURANCE; (A) WORKER'S COMPENSATION, (BJ PUBLIC COMPREHENSIVE GENERAL LIABILITY, AND (C) PROPERTY DAMAGE. IN AN EMERGENCY THREATENING THE SAFETY OF LIFE, WORK OR ADJOINING PROPERTY, THE CONTRACTOR IS HEREBY INSTRUCTED TO ACT AT HIS DISCRETION TO PREVENT SUCH LOSS OR INJURY AND SHALL MAINTAIN THE FOLLOWING MINIMUM LIABILITY INSURANCE COVERAGE DURING THE CONTRACT PERIOD. BODILY INJURY PROPERTY DAMAGE COVERAGE $250,000 PER INDIVIDUAL PER OCCURRENCE $100,000 PER OCCURRENCE AGGREGATE 1.2.7.2. 1.2.7.3. 1.2.7.4. 1.2.8. 1.2.8.1. 1.2.9. 1.2.9.1. 1.2.10. 1.2.10.1. 1.2.11. 1.2.11.1. THE CONTRACTOR SHALL CAUSE TO BE NAMED AS AOOITIONAL INSURED IN SUCH CONTRACTOR'S PUBLIC LIABILITY CONTRACTOR'S PROTECTIVE LIABILITY AND AUTOM6BILE LIABILITY INSURANQg POLICIES Tl:IE ,W~Wll~,G: • • CRAIG Fi.e.6.Lfyl::tRoU -R'.l.'be»AO, LL.c., ~ CALIFO~N\A LI 1'11TEO L-IAt>IL-IT.,.-~MPANY 1500 QUAIL STREET, SUITE 510 NEWPORT BEACH, CA 92660 DELORENZO INCORPORATED 1TT5 HANCOCK STREET, SUITE 150 SAN DIEGO, CA 92110 THE CONTRACTOR SHALL NOT CAUSE THIS POLICY TO BE CANCELED OR PERMIT IT TO LAPSE, AND THE INSURANCE POLICY SHALL INCLUDE A CLAUSE TO THE EFFECT THAT THE POLICY SHALL NOT, AT ANY TIME DURING THE CONSTRUCTION PERIOD, BE CANCELED OR REDUCED, RESTRICTED OR LIMITED UNTIL FIFTEEN (15) DAYS AFTER ALL ADDITIONAL INSURED HAVE RECEIVED WRITTEN NOTICE AS EVIDENCED BY RETURNED RECEIPTS OF REGISTERED OR CERTIFIED LETTERS. THE CONTRACTOR AGREES TO HOLD THE OWNER AND LANDSCAPE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING OUT OF HIS OPERATIONS OR THE OPERATIONS OF ANY OF HIS SUBCONTRACTORS, MATERIAL SUPPLIERS, OR AGENTS. SUBCONTRACTORS: THE CONTRACTOR SHALL INFORM THE OWNER PRIOR TO START OF WORK OF THE NAMES OF ALL SUBCONTRACTORS PROPOSED, IF ANY; AND HE SHALL NOT EMPLOY ANY TO WHICH THE OWNER MAY OBJECT AS INCOMPETENT OR UNFIT. THE CONTRACTOR AGREES THAT HE IS FULLY RESPONSIBLE TO THE OWNER FOR THE ACTS OR OMISSIONS OF HIS SUB-CONTRACTORS. NOTHING CONTAINED IN THE GENERAL CONTRACT SHALL CREATE ANY CONTRACTUAL RELATION BETWEEN THE OWNER AND ANY SUBCONTRACTOR. FINAL SITE REVIEW: UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT FOR FINAL SITE REVIEW, AT WHICH TIME THE CONTRACTOR SHALL BE PRESENT. ANY ASSUMED OR EXISTING VARIANCE OR OMISSION SHALL BE NOTED AT THIS TIME, AND THE CONTRACTOR SHALL STIPULATE WHEN AND HOW HE WILL RECTIFY SAID VARIANCE. WHEN THESE CHANGES, IF ANY, HAVE BEEN CARRIED OUT AND THE AREAS OF WORK CLEANED, THE JOB SHALL BE CONSIDERED COMPLETED AND THE GENERAL CONTRACT EXECUTED. RESPONSIBILITY FOR WORKMANSHIP: NEITHER COMPLETION OF THE JOB NOR FINAL PAYMENT SHALL RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR GUARANTEES STATED IN THE CONTRACT, OR OF RESPONSIBILITY FOR FAULTY MATERIALS OR POOR WORKMANSHIP. THE CONTRACTOR SHALL PROMPTLY REMEDY ANY DEFECTS WHICH OCCUR DURING THE GUARANTEE PERIOD AS SPECIFIED IN THE CONTRACT. NOTICE OF OBSERVED DEFECTS WILL BE FORWARDED TO THE CONTRACTOR BY THE OWNER IN TRIPLICATE. THE CONTRACTOR WILL RETURN TWO (2) COPIES TO THE OWNER, NOTING THEREON WHAT ACTION WAS tAKEN. ALL QUESTIONS ARISING UNDER THIS ARTICLE SHALL BE DECIDED BY THE OWNER. COMPLIANCE WITH BUILDING CODES: WHENEVER THE TERM "BUILDING CODE' OR 'CODE' IS USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE TERM MEANS THE FOLLOWING: UNIFORM BUILDING CODE -LATEST EDITION. UNIFORM PLUMBING CODE; WESTERN PLUMBING OFFICIALS ASSOCIATION-LATEST EDITION. LANDSCAPE MANUAL, POLICIES AND REQUIREMENTS: CITY OF CARLSBAD-LATEST EDITION. ALL APPLICABLE STATE AND LOCAL CODES AND REGULATIONS. CARLSBAD MUNICIPAL WATER DISTRICT RECLAIMED WATER STANDARDS, LATEST EDITION. PART 2: SPECIAL CONDITIONS 2.1. SAMPLES: 2.1.1. THE CONTRACTOR SHALL SUBMIT MATERIAL SAMPLES TO THE LANDSCAPE ARCHITECT UPON REQUEST OR AS CALLED FOR IN THE CONTRACT DOCUMENTS. 2.2. PRIME RESPCNSIBILITY: 2.2.1. THE PRIME LANDSCAPE CONTRACTOR SHALL ACCEPT COMPLETE RESPONSIBILITY FOR ALL SUBCONTRACTORS AND PERFORM SUCH WORK AS COORDINATION AND SUPERVISION AS MAY BE REQUIRED TO COMPLETE THE WORK; SUCH AS SCHEDULING, CORRECTING ERRORS AND OMISSIONS, INITIATING CHANGE ORDERS ANO BILLINGS, NORMALLY ASSOCIATED WITH THE FUNCTION OF THE PRIME CONTRACTOR, TO COMPLETE THE SCOPE OF THE WORK. 2.3. LANDSCAPE ARCHITECT'S FUNCTION: 2.3.1. 2.4 2.4.1. 2.4.2. THE LANDSCAPE ARCHITECT SHALL HAVE GENERAL LANDSCAPE SITE REVIEW AND DIRECTION OF WORK UNDER THE GENERAL CONTRACT AS RELATED TO INTERPRETATION OF CONTRACT DOCUMENTS. HE IS AGENT OF THE OWNER TO THE EXTENT PROVIDED IN THE SPECIFICATIONS AND WHEN IN SPECIAL INSTANCES HE IS AUTHORIZED BY THE OWNER TO ACT. AS INTERPRETER OF THE LANDSCAPE CONSTRUCTION DRAWINGS AND SPECIFICATIONS AS MAY BE NECESSARY ON OCCASION DURING THE CONSTRUCTION CONTRACT, HE SHALL SIDE NEITHER WITH THE OWNER NOR THE CONTRACTOR, BUT USE HIS AUTHORITY UNDER THE CONTRACT TO ENFORCE ITS FAITHFUL PERFORMANCE. · SPECIAL RESPONSIBILITIES: THE CONTRACTOR SHALL COMMENCE SELECTION AND VERIFY THE AVAILABILITY OF ALL NECESSARY MATERIALS UPON AWARD OF CONTRACT. ANY DEPOSITS NECESSARY TO SET ASIDE MATERIALS (EITHER BY THE OWNER OR BY THE CONTRACTOR) SHALL BE ARRANGED BY THE CONTRACTOR AS SOON AS POSSIBLE. 2.4,3. 2.44, 2.4.5. 2.4.6. 2.4.7. 2.4.8. 2.5. 2.5.1. 2.6. 2.6.1. THE CONTRACTOR AGREES, BY SUBMITTING A BID, THAT THIS PROJECT WILL RECEIVE A HIGH PRIORITY ON HIS WORK SCHEDULE. THE ONLY DELAYS CONSIDERED ACCEPTABLE ARE THOSE WHICH CAN BE PROVEN TO BE BEYOND THE CONTROL OF THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT THE NAME AND BACKGROUND EXPERIENCE OF THE PROPOSED FOREMAN OF THE JOB. THE CONTRACTOR SHALL SECURE ANO PAY FOR ALL REQUIRED PERMITS AND FEES TO COMPLETE THE WORK. ALL MATERIALS SHALL BE OF STANDARD, APPROVED, AND FIRST GRADE QUALITY, AND SHALL BE IN PRIME CONDITION UPON ACCEPTANCE. THE WORK SHALL BE PERFORMED WHEN WEATHER CONDITIONS PERMIT PROPER AND SATISFACTORY RES UL TS. THE LANDSCAPE ARCHITECT RETAINS OPTION TO REQUIRE THAT THE CONTRACTOR RECEIVE A SITE OBSERVATION OF EACH OPERATION AND MATERIAL PRIOR TO, UPON, AND AFTER INCORPORATION INTO THE WORK. CLEAN UP: DURING PROGRESS OF THE WORK, KEEP THE PREMISES REASONABLY FREE OF ALL DEBRIS AND WASTE MATERIALS RESULTING FROM THE WORK. ALL DEBRIS, TOOLS, EQUIPMENT, AND RUBBISH SHALL BE REMOVED FROM THE SITE ON COMPLETION AND BEFORE FINAL ACCEPTANCE OF THE WORK. DEBRIS AND RUBBISH SHALL BE DISPOSED OF OFF-SITE AT A LEGAL AND APPROVED DUMP SITE. GENERAL CONTRACTOR'S GUARANTEE: THE CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL WORK PERFORMED AND MATERIALS AND EQUIPMENT FURNISHED UNDER THE CONTRACT AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER AND THE CITY OF THE COMPLETED WORK, EXCEPT WHERE NOTED IN THESE SPECIFICATIONS. END OF SECTION 00010 1.4.5. 1.4.6. 1.4.7. 1.5. 1.5. 1, 1.5.2. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE. BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND THE RESULTS MUST BE GIVEN TO THE OWNER AND THE CITY OF CARLSBAD. LOCATE ALL IRRIGATION MAINLINES OUTSIDE OF PUBLIC RIGHTS-OF- WAY. GUARANTEE: CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE IN ACCORDANCE WITH THE GENERAL CONDITIONS, FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE AND CONCLUSION OF THE MAINTENANCE PERIOD. GUARANTEE SHALL COVER THE COMPLETE IRRIGATION SYSTEM, INCLUDING SETTLING OF THE BACKFILL IN TRENCHES AND REPAIRS AND/OR REPLACEMENT OF ANY MATERIAL DAMAGED THEREBY OR THEREFROM. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE. PART 2 • PRODUCTS 2.1. 2.1.1. 2.1.1,1. 2.1.1.2 2.1.2. 2.1.3. MATERIALS; PRESSURE PIPE: PVC PLASTIC PRESSURE LINE PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS: ALL TWO (2) INCH AND LARGER SHALL BE CLASS 315 POLYVINYL CHLORIDE (PVC) SIMPSON OR APPROVED EQUAL. ALL ONE ANO ONE-HALF (1-1/2) INCH AND SMALLER SHALL BE TYPE I, GRADE 2, DESIGNATED AS PVC 1220, SCHEDULE 40. PIPE BETWEEN THE METER AND THE BACKFLOW PREVENTER SHALL BE SCHEDULE K HARD COPPER. PLASTIC NON•PRESSURE LINES: FOR PIPING DOWNSTREAM OF REMOTE CONTROL VALVES, TYPE 1, GRADE 2 (IMPACT MODIFIED), AS DESIGNATED AS PVC 1220, CLASS 200, (SDR21), CONFORMING TO COMMERCIAL STANDARDS CS256-63. , SECTION 02810 -POTABLE WATER IRRIGATION SYSTEM IDENTIFICATION: FURNISH PLASTIC PIPE CONTINUOUSLY AND PERMANENTLY MARKED WITH FOLLOWING INFORMATION: MANUFACTURER'S NAME OR TRADE MARK, SIZE, CLASS AND TYPE OF PIPE, WORKING PRESSURE AT 73.4 DEGREES F., AND NATIONAL SANITATION FOUNDATION (NSF) RATING. ~ PART 1 • GENERAL 1.1. 1.1.1. 1.2. 1.2.1. 1.2.2. 1.3. 1.3.1. 1.4. 1.4.1. 1.4.2. 1.4.3. 1.4.4. RELATED DOCUMENTS: DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION-1 SPECIFiCATION SECTIONS, APPLY TO WORK OF THIS SECTION. DESCRIPTION OF WORK: THE WORK CONSISTS OF FURNISHING LABOR, TOOLS, MACHINERY, MATERIALS, AND PROCESSES REQUIRED TO COMPLETE THE SPRINKLER IRRIGATION SYSTEM DESGRIBEO HEREIN AND SHOWN ON THE DRAWINGS. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO INDICATE AND SPECIFY A COMPLETE SPRINKLER SYSTEM, INSTALLED READY FOR USE WITHOUT FURTHER COST IN LABOR OR MATERIALS TO THE OWNER AND COMPLYING WITH ALL APPLICABLE CODES, SPECIFICATIONS AND DETAILS. QUALITY ASSURANCE: SUBCONTRACT WORK TO A SINGLE FIRM SPECIALIZING IN IRRIGATION WORK. CONTRACTOR SHALL POSSESS ALL LICENSES AND PERMITS REQUIRED TO PERFORM THE WORK OF THIS CONTRACT INCLUDING A C-27 LANDSCAPING LICENSE. SUBMITTALS: THE CONTRACTOR SHALL FURNISH THE ARTICLES, EQUIPMENT, MATERIALS OR PROCESSES SPECIFIED BY NAME IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT, OR THE OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE FOR APPROVAL OF ITEMS DIFFERENT THAN THOSE SPECIFIED. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT MAY BE REJECTED. THE CONTRACTOR WILL BE REQUIRED TO REMOVE AND REPLACE SUCH MATERIALS FROM THE SITE AT HIS OWN EXPENSE. APPROVAL OF ANY ITEM, ALTERNATE OR SUBSTITUTE, INDICATES ONLY THAT THE PRODUCT($) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. DELORENZO INCORPORATED llllllill 2.1.4. 2.1.5. 22. 22.1. 2.2.2. 2.2.3. 2.2.4. 2.2.5. 2.3. 2.3.1. BRASS PIPE; BRASS PIPE SHALL BE !PS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS. SLEEVES UNDER ROADWAYS SHALL BE SCHEDULE 80 PVC, BURIED A MINIMUM OF 30" DEEP, SLEEVES UNDER PAVED AREAS OTHER THAN ROADS SHALL BE SCHEDULE 40 PVC, BURIED A MINIMUM OF 18" DEEP. FITTINGS AND CONNECTIONS: PVC PIPE FITTINGS AND CONNECTIONS; TYPE II, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING TAPERED SOCKET OR MOLDED THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PER MANE NTL Y MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND D2466. BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. FOR COPPER TUBING, ANSI B 16.22 WROUGHT COPPER OR CAST BRASS, RECESSED SOLDER JOINT TYPE FITTINGS. SOLVENT CEMENTS SHALL COMPLY WITH ASTM D2564. SOCKET JOINTS SHALL BE MADE PER RECOMMENDED PROCEDURES FOR JOINING PVC PLASTIC PIPE AND FITTINGS WITH PVC SOLVENT CEMENT BY THE PIPE AND FITTING MANUFACTURER AND PROCEDURES OUTLINED IN THE APPENDIX OF ASTM D2564. THREAD LUBRICANT SHALL BE TEFLON RIBBON-TYPE, OR APPROVED EQUAL, SUITABLE FOR THREADED INSTALLATIONS AS PER MANUFACTURER'S RECOMMENDATIONS. VALVES; MANUFACTURER'S STANDARD, OF TYPE AND SIZE INDICATED, AND AS FOLLOWS: REMOTE CONTROL VALVES SHALL BE AS SPECIFIED ON THE DRAWINGS. VALVE SHALL BE OPERABLE MANUALLY WITHOUT ELECTRICITY. THE VALVE SHALL HAVE A PRESSURE REGULATING MODLJLE CAPABLE OF REGULATING OUTLET PRESSURE BETWEEN 15 AND 100 P.S.I. (+ 5 P.S.I.). MODULE SHALL HAVE AN ADJUSTING SCREW FOR SETTING PFiESSURE AND A SCHRADER VALVE CONNECTION FOR MONITORING PRESSURE. PRESSURE REGULATOR SHALL BE ADJUSTED AT EACH VALVE FOR PROPER DOWNSTREAM PRESSURE REQUIRED. "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. nru REVIE'll£Il BY: INSPEC'TIJR DATE Planning Landscape Aidiihiclnm - 1775 Hancock street Suite 1110 f---+--+-----------------1-----,1---1---~t------------1 I SH2EET I CIIY OF C'.ARlSBAD ~ ~E7ETS PLJ,NNING OEPAR!MENT 0 ~:::::'......:==================~~ GENERAL/ IRRIGATION SPECIFICATIONS FOR: San Die10, CA 92110 619•296•5115 Fu: 1519•2117•2364 - 4 · '2-·"11 e,i'1 ./1, OW !-IE:.12 RE.Vl'i:>ION-,,f<SHEe.1" COUNT OA TE INITIAL ENGINE[R Of' WORK REVISION DESCRIPTION b· II· 't /_p, DA TE INITIAL DA TE INITIAL CARLSBAD COMPANY STORES APPRO\IEO: ~f?:< ASSISTANT PL.ANNING Oliiia PftOJECT NO, SOP 96-03 I 3-f'-fz DATE DRAWING NO. 351-9L CMWD 96-C.440 I SECTION 02810 • POTABLE WATER IRRIGATION SYSTEM (CONTINUED) 2.3.2. 2.3.3. 2.3.3.1. 2.3.4. 2.4. 2.4.1. 2.5. 2.5.1. 2.6. 2.6.1. 2.6.2. 2.7. 2.7.1. 2.8. 2.8.1. 2.8.2. 2.8.2.1. 2.8.2.2. 2.8.2.3. 2.8.2.4. 2.8.2.5. 2.9. 2.9.1. 2.10. 2.10.1. MASTER CONTROL VALVE SHALL BE TYPE ANO SIZE AS INDICATED ON DRAWINGS. QUICK COUPLER VALVES SHALL BE 1" SIZE: BRASS AND AS SPECIFIED ON THE DRAWINGS. QUICK COUPLER KEY SHALL BE OF BRASS/BRONZE WITH A HOSE BIB ASSEMBLY. SUPPLY TWO (2) HOSE BIB ASSEMBLIES PER CONTROLLER. BALL VALVES SHALL BE AS SPECIFIED IN THE PLANS. BACKFLOW PREVENTERS: REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER$ SHALL BE BRASS, BRONZE, OR EPOXY COATED CAST IRON BODIES WITH ALL BRONZE OR STAINLESS STEEL TRIM AND ALL MOVING PARTS OF NON-CORROSIVE MATERIALS, AND SHALL COMPLETELY AND POSITIVELY PREVENT BACK-SIPHONING OF WATER, THE BACKFLOW PREVENTER ASSEMBLY SHALL INCLUDE INLET AND DISCHARGE SHUTOFF BALL VALVES WITH ALL RISERS, CONNECTORS, AND APPURTENANCES OF CLASS 1 RED BRASS PIPE, CONFORMING TO WW-P-351, AND RED BRASS FITTINGS WITH PRESSURE RATING 1 CONFORMING TO WW-P-480. BACKFLOW PREVENTERS SHALL BE OF THE TYPE AND SIZE DESIGNATED ON THE DRAWINGS. SPRINKLER HEADS: SPRINKLER HEADS SHALL BE OF THE TYPES AND SIZES WITH DIAMETER (OR RADIUS) OF THROW, PRESSURE, NOZZLE DISCHARGE AND/OR OTHER DESIGNATIONS INDICATED ON THE DRAWINGS. ALL SPRINKLER HEADS OF THE SAME TYPE AND SIZE SHALL BE OF THE SAME MANUFACTURER. HEADS SHALL BE EQUIPPED WITH ALL OPTIONS AND EQUIPMENT PER THE IRRIGATION LEGEND VALVE BOXES: FOR REMOTE CONTROL VALVES: 10" X 19" NOM. PLASTIC VALVE BOX. FOR BALL VALVE: 10" X 19" NOM. PLASTIC VALVE BOX. CONCRETE THRUST BLOCK AND SUPPORTS: All CONCRETE WORK SHALL BE 2,000 PSI MINIMUM COMPRESSIVE STRENGTH AT TWENTY-EIGHT (28) DAYS, 5 SACK MIX, TOOL FINISHED ON EXPOSED SURFACES. AUTOMATIC CONTROL SYSTEM: GENERAL; FURNISH LOW VOLTAGE SYSTEM MANUFACTURED EXPRESSLY FOR CONTROL OF AUTOMATIC CIRCUIT VALVES OF UNDERGROUND IRRIGATION SYSTEMS. PROVIDE UNIT OF CAPACITY TO SUIT NUMBER OF CIRCUITS AS INDICATED. AUTOMATIC CONTROLLER: CONTROLLER SHALL BE FURNISHED AND INSTALLED COMPLETE WITH ALL ELECTRICAL CONNECTIONS, READY FOR OPERATION, AND WITH OPTIONS SPECIFIED HEREIN. CONTROLLER SHALL BE THE LATEST MODEL OF THE PARTICULAR MANUFACTURER SUPPLIED. UNIT SHALL HAVE AN INPUT OF 110/120 VOLT, 60 CYCLE, BE COMPLETELY AUTOMATIC AND SHALL FUNCTION OPTIONALLY WITH OR WITHOUT THE CLOCK. UNIT SHALL HAVE A SECONDARY OUTPUT OF 24/28 VOLT, 60 CYCLE. ANY STATION MAY BE REPEATED INDEPENDENTLY IN ANY 24 HOURS. STATIONS SHALL BE ADJUSTABLE FROM 1 MINUTE TO 59 MINUTES. AUTOMATIC CONTROL WIRE: ELECTRIC WIRING RUNS FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE SOLID, SINGLE CONDUCTOR, COPPER WIRE, 4/64 IN. INSULATION, 4/64 IN. NEOPRENE JACKET, STYLE DB (DIRECT BURIAL) OR EQUAL, RED WIRES TO EACH VALVE, COMMON WIRE SHALL BE i3LACK. CHECK VALVES: CHECK VALVES AND/OR ANTI-DRAIN VALVES SHALL BE REQUIRED TO PREVENT LOW HEAD DRAINAGE Of IRRIGATION WATER FROM SPRINKLER SYSTEM DUE TO CHANGES IN ELEVATION. PART 3 -EXECUTION 3.1. SYSTEM DESIGN: 3.1.1. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO PROCEEDING WITH WORK UNDER THIS CONTRACT. 3.1.2. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES SUCH AS POWER, TELEPHONE, DOMESTIC WATER, WATER, AND TILE DRAINS. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR WHEN EXCAVATING OR WORKING IN THESE AREAS AND COORDINATION AND COOPERATION BETWEEN THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR IS REQUIRED AS THE WORK PROGRESS TO THE AREA. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO REPRESENTATIVE AS WORK PROGRESSES IN UNDERGROUND UTILITY AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY UTILITIES. 3.1.3. SHOULD UTILITIES NOT LOCATED OR MARKED BE FOUND DURING EXCAVATION, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER AND SHALL DISCONTINUE WITH WORK IN THE AREA EXCEPT NECESSARY EMERGENCY WORK. TO REPAIR OR PREVENT DAMAGE UNTIL INSTRUCTIONS ARE GIVEN TO THE CONTRACTOR BY THE OWNER'S REPRESENTATIVE. 3.1.4. 3.1.5. 3.1.6. 3.1.7. 3.1.8. 3.1.9. 3.1.10. 3.2. 3.2.1. 3.2.1.1. 3.2.1.2. 3.2.1.3. 3.2.1.4. 3.2.1.5. 3.2.1.6. 3.2.2. 3.2.2.1. 3.2.2.2. 3.2.2.3. 3.2.2.4. 3.2.2.5. 3.2.2.6. 3.2.2.7. 3.2.2.8. 3.2.2.9. 3.2.2.10. 3.2.2.11. 3.2.2.12. FAILURE TO NOTIFY THE OWNER OF DISCOVERY OF SUCH UTILITIES OR DAMAGE THERETO WILL RESULT IN THE CONTRACTOR BEING LIABLE FOR ANY AND ALL DAMAGE CAUSED TO THE UTILITIES AS A RESULT OF HIS ACTIONS. THE CONTRACTOR SHALL, BEFORE STARTING WORK ON THE SPRINKLER SYSTEM. CAREFULLY NOTE ALL FINISH GRADES IN ORDER TO SATISFY HIMSELF THAT HE MAY PROCEED WITH THE WORK, AND TO RESTORE FINISH GRADES TO ORIGINAL CONTOURS BEFORE COMPLETION. THE INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING PIPE. SHALL BE COORDINATED WITH THE LANDSCAPE DRAWINGS TO AVOID INTERFERING WITH TREES, SHRUBS, OR OTHER PLANTING. LAY OUT SPRINKLER HEADS AND MAKE ANY MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCE BETWEEN SITE AND DRAWINGS. ANY SUCH DEVIATIONS IN LAYOUT SHALL BE WITHIN THE INTENT OF THE ORIGINAL DRAWINGS, AND WITHOUT ADDITIONAL COST TO THE OWNER. WHEN DIRECTED BY THE OWNER, THE LAYOUT SHALL BE APPROVED BEFORE INSTALLATION. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT PREVIOUSLY UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST, THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. WATER SUPPLY: THE CONTRACTOR SHALL CONNECT TO THE WATER SOURCE AS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL VERIFY STATIC PRESSURE AS STATED ON THE PLANS PRIOR TO BEGINNING WORK. IF STATIC PRESSURE OR POINT OF CONNECTION DIFFER FROM THAT SHOWN ON THE PLANS, THE CONTRACTOR WILL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT BEFORE STARTING WORK. WORKMANSHIP AND PROCEDURE: THE ROUTING OF THE PRESSURE SUPPLY LINES AS INDICATED ON THE DRAWINGS IS DIAGRAMMATIC. LOCATE ALL PRESSURE SUPPLY LINES IN PLANTING AREAS. CROSS PERPENDICULAR UNDER PAVEMENT IN A SLEEVE AS DESCRIBED IN THESE SPECIFICATIONS. INSTALLATION: GENERAL: UNLESS OTHERWISE INDICATED, COMPLY WITH REQUIREMENTS OF UNIFORM PLUMBING CODE. EXCAVATION OF TRENCHES: EXCAVATE TRENCHES, PREPARE SUBGRADE, ANO BACKFILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED. DEPTH OF COVER: POLYVINYL CHLORIDE PRESSURE LINE (3" TO 5 112" SIZE) ..... 24" MIN. POLYVINYL CHLORIDE PRESSURE LINE ............................ 18' MIN. POLYVINYL CHLORIDE NON-PRESSURE LINE .................. 12" MIN. POLYVINYL CHLORIDE ROADWAY SLEEVE ....................... 30' MIN. SUBSOIL SHALL BE FREE OF ALL ROCKS OVER ONE (1) INCH DIAMETER, DEBRIS, AND LITTER PRIOR TO USE AS BACKFILL. REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN CHECKED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, TAMP SOIL AROUND PIPE AND THOROUGHLY COMPACT ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS. PROVIDE BACKFILL UNDER, AROUND AND ABOVE TOP OF PIPE FOR PVC PLASTIC PIPE AND BRASS PIPING. INSTALLATION OF POLYVINYL CHLORIDE PIPE: BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE. THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USED AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NOT TO BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNLESS SUCH DENT OR DAMAGED SECTION IS CUT OUT AND PIPE REJOINED WITH A COUPLING. TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE Of ROCKS, CLODS, AND OTHER SHARP-EDGED OBJECTS. PIPE ENDS AND FITTINGS SHALL BE WIPED WITH "MEK" PRIMER, OR APPROVED EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS MATERIAL BEFORE FITTING AND GLUING TOGETHER. PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR SITE OBSERVATION DURING TESTING, NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL SITE OBSERVATION HAS BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. PLASTIC TO PLASTIC JOINTS: SOLVENT·WELO, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY. SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE MINIMUM OF 4'' OF CLEARANCE BETWEEN PIPES SHARING THE SAME TRENCH. 3.2.3. INSTALLATION OF METAL PIPE: 3.2.3.1. CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HANO HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION, REAM AND REMOVE ROUGH EDGES OF BURRS SO SMOOTH AND UNOBSTRUCTED FLOW IS OBTAINED. 3.2.3.2. CAREFULLY AND SMOOTHLY PLACE THREAD LUBRICANT ON MALE THREAD ONLY TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED. 3.2.4. REMOTE CONTROL WIRING: 3.2.4.1. PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4 FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL AND MAINTENANCE OF VALVES. 3.2.4.2. INSTALL CONTROL WIRES AT LEAST 12' BELOW FINISH GRADE AND MINIMUM OF 4" FROM ANY PIPE OR FITTINGS EXCEPT AT TERMINAL POINTS. 3.2.4.3. INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. 3.2.4.4. IN CASE OF DAMAGE TO ANY COMMON OR CONTROL WIRE, CONTRACTOR IS TO RUN AN EXTRA COMMON AND TWO EXTRA CONTROL WIRES ON EACH LEG OF MAINLINE TO THE FARTHEST RCV BACK TO THE CONTROLLER. 3.2.4,5. INSTALL CONTROL WIRES IN SLEEVES SEPARATE FROM PIPING. 3.2.4.6. CONTROL WIRE SPLICES: ALLOWED ONLY ON RUNS OF MORE THAN 300-FEET, SPLICES AS FOLLOWS: 3.2.4,6,1. STRIP OFF MINIMUM OF 2·1/2" OF INSULATION FROM EACH WIRE. 3.2.4.6.2. TWIST ON SCOTCHLOK ELECTRICAL SPRING CONNECTOR, MINIMUM FOUR COMPLETE TURNS. 3.2.4.6.3. SEAL CONNECTOR IN EPOXY RESIN AND BURY IN A ROUND VALVE BOX WITH A TWO FOOT EXPANSION LOOP. 3.2.4.6.4. 3.2.4.7. 3.2.5. 3.2.5.1. 3.2.5.2. 3.2.5.3. 3.2.5.4. 3.2.5.5. 3.2.6. 3.2.6. 1. 3.2.7. 3.2.7.1. 3.2.B. 3.2.8.1. 3.2.8.2. TAPE COMPLETED SPLICE WITH SCOTCH 33 ELECTRICAL TAPE. NUMBERING AND TAGGING: IDENTIFY DIRECT BURIAL CONTROL WIRES FROM AUTOMATIC VALVES TO TERMINAL STRIPS OF CONTROLLER AT TERMINAL STRIP BY TAGGING WIRE WITH NUMBER OF CONNECTED VALVES. AUTOMATIC SPRINKLER CONTROLLER: AUTOMATIC CONTROLLER SHALL BE INSTALLED AS SHOWN AND AS DIRECTED. CONTROLLER SHALL BE TESTED WITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POWER TO THE CONTROLLER FOR OPERATION AND TESTING PURPOSES. CONNECTIONS TO CONTROL WIRING SHALL BE MADE WITHIN AUTOMATIC CONTROLLER ENCLOSURE. ALL WIRE SHALL FOLLOW THE PRESSURE MAIN INSOFAR AS POSSIBLE. ELECTRICAL WIRING SHALL BE ON A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WIRING TO THE SUB.PANELS, CLOCKS, OR ELSEWHERE AS REQUIRED, IN ORDER TO COMPLETE THIS INSTALLATION. A DISCONNECT SWITCH SHALL BE INCLUDED. CONTROLLERS SHALL HAVE A MASTER SWITCH. IT SHALL BE POSSIBLE TO OPERATE EACH VALVE MANUALLY INDEPENDENT OF THE CLOCK OR ANY OTHER VALVE. CONTRACTOR SHALL SUPPLY AND INSTALL A MANUFACTURER APPROVED BATTERY IN CONTROLLER TO PREVENT LOSS OF PROGRAM. REMOTE CONTROL VALVES: INSTALL REMOTE CONTROL VALVES IN SHRUB AREA ONLY AT LOCATIONS APPROXIMATELY AS SHOWN ON THE DRAWINGS, WITH A COVER OF 8 INCHES MINIMUM OVER TOP OF FLOW CONTROL STEM. INSTALL A UNION TYPE CONNECTION. FIT WITH PLASTIC VALVE BOX AND COVER. VALVE BOX: INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX. SPRINKLER HEADS: ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. ADJUST NOULES ARCS AND PRESSURE COMPENSATING DEVICES TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT TO DO SO. DELORENZO INCORPORATED lllli~I 3.2.9 CHECK VALVES: 3.2.9.1. CHECK VALVES SHALL BE INSTALLED WHEREVER INDICATED AND NECESSARY TO PREVENT LOW HEAD DRAINAGE AFTER THE SYSTEM IS SHUTOFF. 3.2.10. QUICK COUPLER ASSEMBLY: 3.2.10.1. INSTALL ALL QUICK COUPLERS AS INDICATED ON DRAWINGS AND AS DIRECTED. SET ALL VALVES PLUMB AND TRUE TO FINISH GRADE AND A MAXIMUM OF 12 INCHES FROM PAVING, WALKS, HEADERS OR CURBS, AND AS SHOWN ON PLANS AND AS DIRECTED. 3.2.11. BALL VALVES: 3.2.11.1. INSTALL APPROXIMATELY WHERE SHOWN AND AS DETAILED. FIT WITH PLASTIC VALVE BOX AND COVER. 3.2.12. BACKFLOW PREVENTER: 3.2.12.1. BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, LOCATED AND AS DIRECTED ON DRAWINGS ADJACENT TO THE POINT OF CONNECTION, AND SHALL CONFORM TO ALL APPLICABLE HEALTH CODE AND ORDINANCE REQUIREMENTS, 3.2.12.2. EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE WITH C.M.W.D. BACKFLOW SPECIALIST. 3.2.13. THRUST BLOCKS AND FOOTINGS: 3.2.13.1. THRUST BLOCKS AND FOOTINGS SHALL BE PLACED ON NINETY• PERCENT (90%) MINIMUM COMPACTED OR UNDISTURBED SUBGRADI:. CONSTRUCT TO SHAPES SPECIFIED AND PARALLEL TO WALKWAYS. TOOL FINISH EXPOSED SURFACE. 3.2.14. FLUSHING OF SYSTEMS: 3.2.14.1. AFTER PIPING AND RISERS ARE IN PLACE, BUT PRIOR TO THE INSTALLATION OF THE SPRINKLER HEADS, A FULL HEAD Of WATER SHALL BE USED TO FLUSH OUT THE SYSTEM. AFTER SYSTEM IS THOROUGHLY FLUSHED, CAP ALL RISERS. 3.2.14.2. CONNECTION TO MAIN: CONNECT TO EXISTING SERVICE LINE AT LOCATION INDICATED. 3.2.14.3. DIELECTRIC PROTECTION: USE DIELECTRIC FITTINGS AT CONNECTION WHERE PIPES OF DISSIMILAR METAL ARE JOINED. 3.2.15. TESTING: 3.2.15.1. GENERAL: NOTIFY THE LANDSCAPE ARCHITECT IN WRITING WHEN TESTING WILL BE CONDUCTED. CONDUCT TESTS IN PRESENCE OF THE LANDSCAPE ARCHITECT. NOTIFY THE CITY LANDSCAPE ARCHITECT 72 HOURS PRIOR. (438-1161, EXT, 4221) 3.2.15.2. PRESSURE TEST: 3.2.15.2.1. ALL PRESSURE LINES SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF 125 LBS. PER SQUARE INCH AND ALL NONPRESSURE LINES SHALL BE TESTED UNDER THE EXISTING STATIC PRESSURE AND BOTH BE PROVEN WATERTIGHT. (CONTRACTOR TO SUPPLY ALL EQUIPMENT NEEDED FOR TESTING.) 32.15.22 PRESSURE SHALL BE SUSTAINED IN THE LINES FOR NOT LESS THAN FOUR HOURS. IF LEAKS DEVELOP, THE JOINTS SHALL BE REPLACED AND THE TEST REPEATED UNTIL THE ENTIRE SYSTEM IS PROVEN WATERTIGHT. 3.2.15.2.3. TESTS SHALL BE OBSERVED AND APPROVED BY THE LANDSCAPE ARCHITECT AND/OR OWNER PRIOR TO BACKFILL. BACKFILLING TRENCHES PRIOR TO INSPECTION WILL NOT BE ALLOWED AND ALL PREMATURELY FILLED TRENCHES SHALL BE SUBJECT TO REOPENING AS DIRECTED BY THE LANDSCAPE ARCHITECT. THE LANDSCAPE INSPECTOR TO APPROVE TRENCH DEPTH AND PRESSURE TESTING PRIOR TO BACKFILLING. 3.2.15.3. COVERAGE TESTING: PERFORM OPERATIONAL TESTING AFTER HYDROSTATIC TESTING IS COMPLETED, BACKFILL IS IN PLACE, AND SPRINKLER HEADS ADJUSTED TO FINAL POSITION. 3.2.15.4. AFTER COMPLETION OF LANDSCAPE WORK, CAREFULLY ADJUST HEADS SO THEY WILL BE MORE THAN 1/2" ABOVE FINISH GRADE IN GROUNDCOVER AND SHRUB AREAS. 3.3. SITE OBSERVATION VISITS BY THE LANDSCAPE ARCHITECT: 3.3.1. IN ALL CASES WHERE SITE OBSERVATION VISITS OF THE IRRIGATION SYSTEM WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR SITE OBSERVATION OF THE LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST THREE (3) WORKING DAYS IN ADVANCE OF THE TIME SUCH SITE OBSERVATION AND/OR DIRECTION IS REQUIRED. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. lln.£ RE'/1£.WEO BY: INSPECTOR "AS BUILT" DAlE DAlE Planning Landscape ~ t--+-----J1--------------i.-----l---+--+----1 IL....s=H3E=ET==-l -'==C"'=r=l'·ft=Y=O=F=CARI.SBAD========~SH~EJElS~ ~ PLANNING DEP ARlMENT 'il1. - 1770 Hancock street SUite 100 San Dieco, CA 9211 o 819•295•5115 Pu: 619•297•235' - OATE INITIAL DA TE INITIAL DA TE INITIAL ENlllNEER CK WORK REVISION DESCRIPTION IRRIGATION SPECIFICATIONS FOR: CARLSBAD COMPANY STORES APPROVED: ASSISTANT P• N TOR I DIii-i. BY: CHKO BY: ~Wit> BY: --- PRO.ECT NO. SOP 96-03 3-t/..fz DAlE DRAYl1NG NO. 351-9L CMWD 96-C.440 SECTION 02810 • POTABLE WATER IRRIGATION SYSTEM (CONTINUED) 3.3.2. 3.3.2.1. 3.3.2.2. 3.3.2.3. 3.3.2.4. 3.3.2.5. 3.4. 3.4.1. 3.4.2. 3.4.3. 3.4.4. 3.4.5. 3.4.6. 3.4.6. SITE OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: UPON INSTALLATION OF SLEEVES UPON INSTALLATION AND TESTING OF MAIN LINES AND LATERAL LINES; WHEN PIPES ARE LAID AND ARE TO BE SUBMITTED TO PRESSURE TESTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN CHECKED AND APPROVED. UPON INSTALLATION AND TESTING OF VALVES, QUICK COUPLERS, DEVICES, AUTOMATIC CONTROLLERS, AND CONTROL VALVES AND WIRES. WHEN THE SPRINKLER SYSTEM IS COMPLETED PRIOR TO PLANTING, THE CONTRACTOR, IN THE PRESENCE OF THE ARCHITECT, SHALL PERFORM A COVERAGE TEST TO DETERMINE IF THE COVERAGE OF WATER AFFORDED THE PLANTING AREAS IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES. FINAL SITE OBSERVATION VISIT BY THE LANDSCAPE ARCHITECT AND PERFORMANCE TEST SHALL BE AT THE SAME TIME AS THE FINAL SITE OBSERVATION OF THE SPECIFIED LANDSCAPE MAINTENANCE PERIOD WORK. RECORD DRAWINGS: BEFORE FINAL ACCEPTANCE OF WORK, THE CONTRACTOR SHALL PROVIDE A RECORD SET OF DRAWINGS SHOWING THE SPRINKLER SYSTEM WORK. INFORMATION SHALL BE ON BROWN LINE SEPIA TRANSPARENCIES FOR REPRODUCTION PURPOSES. ANY CHANGES IN LOCATION OF ITEMS OR TYPE OF INSTALLATIONS FROM THAT SHOWN ON DRAWINGS SHALL BE SO INDICATED ON THE RECORD DRAWINGS. VALVES SHALL BE NUMBERED AND CORRESPONDING NUMBERS SHALL BE SHOWN ON THE RECORD DRAWINGS. ALL REMOTE CONTROL VALVES, SHUT-OFF VALVES, QUICK COUPLER VALVES SHALL BE LOCATED BY MEASURED DIMENSIONS. DIMENSIONS SHALL BE GIVEN TO PERMANENT OBJECTS AND SHALL BE TO THE NEAREST FOOT. ON THE INSIDE SURFACE OF THE COVER OF EACH AUTOMATIC CONTROLLER, PREPARE AND MOUNT A COLOR-CODED CHART SHOWING THE VALVES, MAINLINE, AND SPRINKLER HEADS SERVICED BY THAT PARTICULAR CONTROLLER. ALL VALVES SHALL BE NUMBERED TO MATCH THE OPERATION SCHEDULE AND THE DRAWINGS. ONLY THOSE AREAS CONTROLLED BY THAT CONTROLLER SHALL BE SHOWN, THIS CHART SHALL BE A PLOT PLAN, ENTIRE OR PARTIAL, SHOWING BUILDING, WALKS, ROADS AND WALLS. A PHOTOSTATIC PRINT OF THIS PLAN, REDUCED AS NECESSARY AND LEGIBLE IN ALL DETAILS, SHALL BE MADE TO A SIZE THAT WILL FIT INTO THE CONTROLLER COVER. THIS PRINT SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND SHALL BE HERMETICALLY SEALED BY PLASTIC. THIS PLAN SHALL THEN BE SECURED TO THE BACK OF THE ENCLOSURE DOOR. ON THE INSIDE SURFACE OF EACH REMOTE CONTROL VALVE BOX, WRITE THE VALVE DESIGNATION NUMBER IN PERMANENT BLACK MARKER OR PAINT. DO NOT WRITE ON VALVE BOX LID. IMMEDIATELY UPON THE INSTALLATION OF ANY BURIED PIPE OR EQUIPMENT, THE CONTRACTOR SHALL INDICATE ON THE DRAWINGS THE LOCATIONS OF SAID EQUIPMENT. DIMENSIONS SHALL BE GIVEN FROM PERMANENT OBJECTS SUCH AS BUILDINGS, SIDEWALKS, CURBS AND DRIVEWAYS. END OF SECTION 02810 SECTION 02811 • RECLAIMED WATER IRRIGATION SYSTEM (PRIVATE) PART 1 • GENERAL THESE SPECIFICATIONS SHALL SUPPLEMENT THE CITY OF CARLSBAD'S RECLAIMED WATER SPECIFICATIONS -OCTOBER 1993 EDITION. 1.1. RELATED DOCUMENTS: 1.1.1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. 1.1.2. THESE SPECIFICATIONS COVER AUTOMATICALLY CONTROLLED IRRIGATION SYSTEMS, INCLUDING ALL TRENCHING, BACKFILLING AND COMPACTING; SLEEVES, INSTALLATION OF PIPE, VALVES, IRRIGATION HEADS, FITTINGS, AND ALL OTHER APPURTENANCES; CONNECTIONS TO WATER SERVICES, TESTING; INSTALLATION OF CONTROLLERS, ELECTRICAL CONNECTIONS AND WIRING; ADJUSTMENT OF SYSTEMS; NECESSARY ACCESSORIES AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 1.2 REQUIREMENTS: 1.2.1 1.2.2 1.2.3 ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE PUBLISHED BY THE WESTERN PLUMBING OFFICIALS ASSOCIATION, ALL STATE AND LOCAL CODES AND REGULATIONS. SHOULD THE CONSTRUCTION DOCUMENTS OR INSTRUCTIONS BE AT VARIANCE WITH THE AFOREMENTIONED RULES AND REGULATIONS, NOTIFY THE CARLSBAD MUNICIPAL WATER DISTRICT ANO AWAIT THEIR INSTRUCTIONS BEFORE PROCEEDING WITH THE WORK EFFECTED. MANUFACTURER'S DIRECTIONS: MANUFACTURER'S DIRECTIONS AND DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURER OR ARTICLES USED IN THIS CONTRACT FURNISH DIRECTIONS COVERING POINTS NOT SHOWN IN THE DRAWINGS AND SPECIFICATIONS. MANUFACTURER'S WARRANTIES: MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE LIABILITIES UNDER GUARANTEE. THE CARLSBAD MUNICIPAL WATER DISTRICT MAY AT THEIR OPTION, REQUIRE A MANUFACTURER'S WARRANTY ON ANY PRODUCT PROPOSED FOR USE. 1.2.4 1.2.5 1.3 1.3.1 1.3.2 1.33 1.4 1.4. 1 1.4.2 1.4.3 1.4.4 1.4.5 1.5 1.5.1 1.5.1.1 1.5.1.2 1.5.1.3 1.5.1.4 1.6 1.6.1 1.6.2 1.7 1.7.1 ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, OR IF DISCREPANCIES IN THE CONSTRUCTION DETAILS, LEGEND, OR SPECIFIC NOTES ARE DISCOVERED. ALL SUCH OBSTRUCTIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CARLSBAD MUNICIPAL WATER DISTRICT IN THE EVENT THIS IS NOT DONE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE NECESSARY REVISIONS. DUE TO THE SCALE OF DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC. WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF HIS WORK AND PLAN HIS WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC., AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING AND ARCHITECTURAL FEATURES. PROTECTION AND DAMAGE; PROTECT WORK ANO MATERIALS FROM DAMAGE DURING CONSTRUCTION ANO STORAGE. PVC PIPE AND FITTINGS SHALL BE PROTECTED FROM DIRECT SUNLIGHT, ASSUME ALL RESPONSIBILITY FOR DAMAGE TO EXISTING CONSTRUCTION AND RESTORE TO ITS ORIGINAL CONDITION SHOULD DAMAGE OCCUR AS A RESULT OF THIS WORK. CONTRACTOR SHALL SECURELY COVER OPENINGS INTO SYSTEM AND COVER APPARATUSES, EQUIPMENT, AND APPLIANCES BOTH BEFORE AND AFTER BEING SET IN PLACE TO PREVENT OBSTRUCTION IN THE PIPES AND PREVENT BREAKAGE, MISUSE, OR DISFIGUREMENT OF THE APPARATUSES, EQUIPMENT OR APPLIANCES. RECORD DRAWINGS: RECORD DRAWINGS SHALL BE PREPARED AND SHALL SHOW ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS INCLUDING THOSE INVOLVING BOTH CONSTANT-PRESSURE AND INTERMITTENT-PRESSURE LINES AND APPURTENANCES. ALL CONCEPTUAL OR MAJOR DESIGN CHANGES, INCLUDING ANY CHANGES THAT MAY BE AFFECTED BY THE REQUIREMENTS OF THESE STANDARD SPECIFICATIONS, SHALL BE APPROVED BY THE DISTRICT BEFORE IMPLEMENTING THE CHANGE IN THE CONSTRUCTION CONTRACT. FAILURE TO RECEIVE PRIOR APPROVAL MAY RESULT IN TERMINATION OF SERVICE. UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATION AND DIMENSIONS SHALL BE TRANSFERRED TO THE RECORD DRAWINGS. FACILITIES AND ITEMS TO BE LOCATED AND VERIFIED ON THE RECORD DRAWINGS SHALL INCLUDE THE FOLLOWING: SLEEVES POINT OF CONNECTION ROUTING OF SPRINKLER PRESSURE LINES GATE VALVES SPRINKLER CONTROL VALVES QUICK-COUPLING VALVES ROUTING OF CONTROL WIRES OTHER RELATED EQUIPMENT AS SPECIFIED BY THE DISTRICT OR THE OWNER CHANGES ANO DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND WORKMANLIKE MANNER. RECORD CONSTRUCTION DRAWINGS SHALL BE MAINTAINED AT THE JOB SITE DURING CONSTRUCTION. THE APPLICANT, OWNER, OR CUSTOMER SHALL PROVIDE TWO (2) SETS OF IRRIGATION IMPROVEMENT PLANS AND A COMPLETE SEt OF AS-BUILT REPRODUCIBLE THREE (3) MIL MYLARS. PRIOR ARRANGEMENTS MUST BE MADE WITH THE DISTRICT IF WATER SERVICE IS TO BE PROVIDED PRIOR TO AS-BUILT LINE SUBMITTAL. FAILURE TO PROVIDE RECORD DRAWINGS WILL RESULT IN TERMINATION OF SERVICE, CONTROLLER CHARTS: CONTROLLER CHARTS SHALL BE PREPARED AS SET FORTH BELOW: PROVIDE ONE CONTROLLER CHART FOR EACH AUTOMATIC CONTROLLER SHOWING THE AREA COVERED BY THE CONTROLLER. THE CHART SHALL BE THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW. THE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL AS-BUILT SYSTEM. THE LINE WEIGHTS AND LETTERING ON THE ORIGINAL CONTROLLER CHART DRAWING SHALL BE SO DRAWN THAT THE REDUCED CHART IS CLEARLY READABLE. THE CHART SHALL BE A BLACKLINE PRINT WITH A DIFFERENT COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION. WHEN COMPLETED AND APPROVED BY THE LANDSCAPE ARCHITECT, THE CHARTS SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM OF TEN (10) MILS THICK. CONVERSION FROM A POTABLE TO RECLAIMED WATER SUPPLY: ALL IRRIGATION FACILITIES CONVERTING FROM A POTABLE TO A RECLAIMED WATER SUPPLY SHALL CONFORM TO THE DISTRICT'S CONSTRUCTION SPECIFICATIONS AS CONTAINED HEREIN. THE FACILITIES TO BE CONVERTED SHALL BE INVESTIGATED IN DETAIL INCLUDING REVIEW OF ANY RECORD DRAWINGS, PREPARATION OF REQUIRED REPORTS, AND DETERMINATIONS BY THE DISTRICT OF MEASURES NECESSARY TO BRING THE SYSTEM INTO FULL COMPLIANCE WITH THESE STANDARD SPECIFICATIONS. THE APPLICANT, OWNER, OR CUSTOMER SHALL PAY ALL COSTS TO CONVERT THE SYSTEM AT NO COST TO THE CARLSBAD MUNICIPAL WATER DISTRICT. GUARANTEE: ALL WORK SHALL BE GUARANTEED IN WRITING FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE AGAINST ALL DEFECTS IN MATERIALS, EQUIPMENT AND WORKMANSHIP. GUARANTEE SHALL ALSO COVER REPAIR OR DAMAGE TO ANY PART OF THE PREMISES RESULTING FROM LEAKS OR OTHER DEFECTS IN MATERIAL, EQUIPMENT, AND WORKMANSHIP TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT. REPAIRS IF REQUIRED SHALL BE DONE PROMPTLY UPON NOTIFICATION BY PROJECT OWNER'S REPRESENTATIVE, AT NO COST TO THE OWNER OR AT NO COST TO THE CARLSBAD MUNICIPAL WATER DISTRICT. 1,8 EXISTING SITE CONDITIONS: 1.8.1 THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. SHOULD UTILITIES NOT SHOWN ON THE PLANS BE FOUND DURING EXCAVATIONS, CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE FOR INSTRUCTIONS AS TO FURTHER ACTION. FAILURE TO DO SO WILL LEAVE THE CONTRACTOR LIABLE FOR ANY AND ALL DAMAGES THERETO ARISING FROM HIS OPERATIONS SUBSEQUENT TO DISCOVERY OF SUCH UTILITIES NOW SHOWN ON THE DRAWINGS. PART 2 -PRODUCTS 2.1 2.1.1 2.2 2.2.1 2.2, 1.1. 2.2.1.2. 2.2.1.3. 2.3 2.3.1 2.3.2 2,3.2.1 2.3.2.2 2.3.2.3 2.3.2.4 2.3.2.5 2.3.2.6 2.3.2.7 2.3.2.8 2.3.3 2.4 2.4.1 2.4.2 SUMMARY: ALL MATERIALS THROUGHOUT THE SYSTEM SHALL BE NEW, UNUSED ANO IN PERFECT CONDITION. REFER TO IRRIGATION MATERIAL LEGEND, NOTES AND DETAIL DRAWINGS FOR SPECIFIC EQUIPMENT TO BE USED. SUBSTITUTIONS WILL ONLY BE ACCEPTED WHEN APPROVED BY THE CARLSBAD MUNICIPAL WATER DISTRICT. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT MAY BE REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE SUCH MATERIALS FROM THE SITE AT HIS EXPENSE, EQUIPMENT TO BE FURNISHED: SUPPLY AS A PART OF THE CONTRACT THE FOLLOWING TOOLS: TWO (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING, AND ADJUSTING EACH TYPE OF SPRINKLER ANO VALVE ON THIS PROJECT. TWO (2) KEYS FOR EACH AUTOMATIC CONTROLLER. ONE (1) QUICK COUPLER KEY AND MATCHING HOSE SWIVEL FOR EVERY TEN (10) QUICK COUPLING VALVES INSTALLED. PVC PRESSURE MAINLINE PIPE ANO FITTINGS· ALL BURIED PRIVATE PIPING IN THE RECLAIMED WATER SYSTEM SHALL BE INSTALLED WITH WARNING TAPE IDENTIFYING IT AS RECLAIMED WATER WITH THE EXCEPTION OF INTERMITTENT PRESSURE LINES. INTERMITTENT PRESSURE LINES (LINES ON THE DOWNSTREAM SIDE OF A CONTROLLER VALVE THAT WILL NOT BE SUBJECT TO CONSTANT PRESSURE) MAY BE EXCEPTED AS LONG AS IT IS APPARENT, DUE TO LINE SIZE AND LOCATION AS DETERMINED SOLELY BY THE DISTRICT ENGINEER OR INSPECTOR, THAT THE LINES ARE PART OF A RECLAIMED WATER SPRINKLER IRRIGATION SYSTEM. STENCILED PIPE, AS SPECIFIED BELOW, WILL BE ACCEPTED IN CONJUNCTION WITH WARNING TAPE. PRESSURE MAINLINE PIPING FOR SIZES 2" AND LARGER SHALL BE PVC CLASS 315, AND SHALL BE PURPLE. PIPE SHALL BE MADE FROM AN NSF APPROVED TYPE 1, GRADE 1, PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATIONS "01784". ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFICATIONS PS-22-70, WITH AN APPROPRIATE STANDARD DIMENSION (S.D R)-(SOLVENT WELD PIPE). PRESSURE MAINLINE PIPING FOR SIZES 1 1/2" AND SMALLER SHALL BE PVC SCHEDULE 40 WITH SOLVENT WELDED JOINTS, AND SHALL BE PURPLE. PIPE SHALL BE MADE FROM NSF APPROVED TYPE 1, GRADE 1, PVC COMPOUND CONFORMING TO THE ASTM RESIN SPECIFICATIONS "D1785". ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFICATION PS-21-70. PVC SOLVENT-WELD FITTINGS SHALL BE SCHEDULE 40, 1-2, 11-1 NSF APPROVED CONFORMING TO ASTM TEST PROCEDURE D2466. SOLVENT CEMENT AND PRIMER FOR PVC SOLVENT WELD PIPE AND FITTINGS SHALL BE OF TYPE AND INSTALLATION METHODS PRESCRIBED BY THE MANUFACTURER. ALL PVC PIPE MUST BEAR THE FOLLOWING MARKINGS: MANUFACTURER'S NAME NOMINAL PIPE SIZE SCHEDULE OR CLASS PRESSURE RATING IN P.S.I. NSF (NATIONAL SANITATION FOUNDATION) APPROVAL DATE OF EXTRUSION ALL FITTINGS SHALL BEAR THE MANUFACTURER'S NAME OF TRADEMARK, MATERIAL DESIGNATION, SIZE, APPLICABLE I.P.S. SCHEDULE AND NSF SEAL OF APPROVAL. ALL PIPE SHALL HAVE STENCILING APPEARING ON BOTH SIDES OF THE PIPE WITH THE MARKING 'RECLAIMED WATER" IN 5/8" LETTERS REPEATED EVERY 12 INCHES. PVC NON-PRESSURE LATERAL LINE PIPING: NON-PRESSURE BURIED LATERAL LINE PIPING SHALL BE PVC CLASS 200 WITH SOLVENT-WELD JOINTS, ANO SHALL BE PURPLE. PIPE SHALL BE MADE FROM NSF APPROVED, TYPE 1, GRADE 11 PVC COMPOUND CONFORMING TO ASTM SPECIFICATIONS '01784". ALL PIPE MUST MEET REQUIREMENTS SET FORTH IN FEDERAL SPECIFICATION PS-22-70 WITH AN APPROPRIATE STANDARD DIMENSION RATIO. DELORENZO INCORPORATED 111111~;1 2.4.3 2.4.4 2.5 2.5.1 2.6 2.6.1 2.6.1 2.6.2 2.7 2.7.1 2.7.2 2.8 2.8.1 2.8.2 2.8.3 2.9 29.1 2.10 2.10.1 2.10.2 2.11 2.11.1 2.11.2 2.11.3 2.11.4 2.11.5 ALL REQUIREMENTS FOR NON-PRESSURE LATERAL LINE PIPE AND FITTINGS SHALL BE THE SAME AS FOR SOLVENT-WELD PRESSURE MAINLINE PIPE AND FITTINGS AS SET FORTH IN SECTION 2.3 OF THESE SPECIFICATIONS, {PRIMER NOT REQUIRED). ALL UNSIZED END RUN LATERAL LINES SHALL BE 3/4" PIPE. POTABLE WATER PIPING: ALL PVC POTABLE WATER PIPING INSTALLED WITHIN THE SAME PROJECT LIMITS AS THE PRIVATE RECLAIMED WATER PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND ALL OTHER LOCAL GOVERNING CODES, RULES ANO REGULATIONS. THE PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE MANUFACTURER'S NAME OR TRADEMARK, NOMINAL SIZE, AND SCHEDULE OR CLASS INDICATING THE PRESSURE RATING. IN ADDITION, ALL PVC POTABLE WATER PIPING SHALL BE BLUE OR SHALL BE WHITE WITH BLUE STENCILING APPEARING ON BOTH SIDES OF THE PIPE WITH THE MARKING "POTABLE WATER" IN 5/8 LETTERS REPEATED EVERY 12 INCHES, AND BLUE TAPE IDENTIFYING IT AS A POTABLE WATER LINE AND STATING 'CAUTION· WATER LINE BURIED BELOW'. WARNING TAPE -RECLAIMED WATER: THE PLASTIC WARNING TAPE SHALL BE PREPARED WITH SILVER PAINTING ON A PURPLE FIELD HAVING THE WORDS, "CAUTION; RECLAIMED WATER LINE BELOW'. THE OVERALL WIDTH SHALL BE 3 INCHES. WARNING (CAUTION) TAPE SHALL BE AS MANUFACTURED BY THOR ENTERPRISES, INC., P.O. BOX 450, SUN PRAIRIE, WISCONSIN, 53590 (PHONE: (608) 837-7197). ' WARNING TAPES SHALL BE INSTALLED DIRECTLY ON TOP OF THE PIPE LONGITUDINALLY AND SHALL BE CENTERED. THE WARNING TAPE SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH OF THE PIPE ANO SHALL BE FASTENED TO EACH PIPE LENGTH BY PLASTIC TAPE BANDED AROUND THE PIPE WITH FASTENERS NO MORE THAN 5 FEET APART. TAPING ATTACHED TO THE SECTIONS OF PIPE BEFORE LAYING IN THE TRENCH SHALL HAVE FLAPS SUFFICIENT FOR CONTINUOUS COVERAGE. ALL RISERS BETWEEN THE MAINLINE AND CONTROL VALVES SHALL BE INSTALLED WITH WARNING TAPE. A SECOND WARNING TAPE RUNNING CONTINUOUSLY ABOVE PIPING TO BE INSTALLED 12 INCHES ABOVE RECLAIMED WATER LINE. BRASS PIPE FITTINGS: WHERE INDICATED ON THE DRAWINGS, USE RED BRASS SCREWED PIPE CONFORMING TO FEDERAL SPECIFICATION #WW-P-351. FITTINGS SHALL BE RED BRASS CONFORMING TO FEDERAL SPECIFICATIONS #WW-P-460. AUTOMATIC CONTROLLERS: AUTOMATIC CONTROLLERS SHALL BE OF SIZE AND TYPE SHOWN ON THE PLANS. FINAL LOCATION OF AUTOMATIC CONTROLLERS SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. THE 120 VOLT ELECTRICAL POWER TO THE AUTOMATIC CONTROLLERS SHALL BE SHOWN ON THE PLANS. ELECTRIC CONTROL VALVES: RAIN BIRD 100-PES-B-PRS/150-PES-B-PRS, 200-PES-B-PRS PRESSURE REGULATING ELECTRIC REMOTE CONTROL SCRUBBER VALVES. THEY SHALL BE PURPLE. ELECTRIC CONTROL VAL VE BOX: USE 10' X 10 1/4" ROUND BOX FOR ALL BALL VALVES, CARSON INDUSTRIES #910-12B WITH PURPLE BOLT COVER OR APPROVED EQUAL EXTENSION SLEEVE SHALL BE PVC-6' MINIMUM SIZE. USE 9 1/2' X 16" X 11" RECTANGULAR BOX FOR ALL ELECTRICAL CONTROL VALVES, CARSON INDUSTRIES 14129-12B WITH PURPLE BOLT DOWN COVER OR APPROVED EQUAL SPRINKLER HEADS: ALL SPRINKLER HEADS SHALL BE OF THE SAME SIZE, TYPE AND DELIVER THE SAME RATE OF PRECIPITATION WITH DIAMETER (OR RADIUS) OF THROW PRESSURE, AND DISCHARGE AS SHOWN ON THE PLANS AND/OR SPECIFIED IN THESE SPECIAL PROVISIONS. A FINE GRANULAR MATERIAL BACKFILL WILL BE INITIALLY PLACED ON ALL LINES. NO FOREIGN MATTER LARGER THAN ONE-HALF (1/2) INCH SIZE WILL BE PERMITTED IN THE INITIAL BACKFILL. IF SETTLEMENT OCCURS AND SUBSEQUENT ADJUSTMENTS IN PIPE VALVES, SPRINKLER HEADS, PLANTING, OR OTHER CONSTRUCTION IS NECESSARY THE CONTRACTOR SHALL MAKE ALL REQUIRED ADJUSTMENTS WITHOUT COST TO THE OWNER. RISER NIPPLES FOR ALL SPRINKLER HEADS SHALL BE SAME SIZE AS THE RISER OPENING IN THE SPRINKLER BODY, ALL SPRINKLER HEADS OF THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER. "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. lln.E RE'<lEWED BY: INSPECTOFI -01\lE Dl\1£ Planning Landscape Ardlitecture 1---1-----;1--------------+---+---+---l--~ 1 SH4EET i CllY OF CARLSBAD ·1 SH5E7ETS r Pl.ANNING DEPAA"IMENT ~~===========~~- T -, 1775 Hancock street Salte 150 h.n Die&o, CA 112110 9111•295•5115 1'u: 0111•2117•23M - DA TE INITIAL , ENGi~ Of WORK REVISION DESCRIPTION IRRIGATION SPECIFICATIONS FOR; '"W CARLSBAD COMPANY STORES . APPRO\/ED: ASSIST ANT Pl.ANNING llf..:CTOFI DA TE INITIAL DA TE INITIAL CMWD 96-C.440 SECTION 02811 -RECLAIMED WATER IRRIGATION SYSTEM -PRIVATE {CONTINUED) 2.12 QUICK COUPLER: 2.12.1 RECLAIMED WATER· QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL BE 1" NOMINAL SIZE. VALVE SHALL BE OPERATED WITH A SPECIAL COUPLER KEY (ACME THREAD) TO PREVENT UNAUTHORIZED USE. LOCKING COVERS ARE REQUIRED AND SHALL BE PERMANENTLY ATTACHED TO VALVE. COVERS SHALL BE PURPLE RUBBER OR VINYL. 2.13 WASHDOWN HYDRANTS AND OTHER POINTS OF PUBLIC ACCESS: 2.13.1 2.14 2.14, 1 ALL PRIVATE RECLAIMED WATER FACILITIES SHALL BE RESTRICTED FROM PUBLIC ACCESS SO THAT THE GENERAL PUBLIC CANNOT DRAW WATER FROM THE SYSTEM. FACILITIES SUCH AS WASHDOWN HYDRANTS (TYPICALLY FOUND AT TENNIS COURTS), BLOW-OFF HYDRANTS, BLOW-OFFS OF STRAINERS, AND OTHER SUCH FACILITIES SHALL BE RESTRICTED FROM PUBLIC ACCESS. WARNING LABELS: THE CITY MAY REQUIRE WARNING LABELS AS APPROVED BY THE CITY ENGINEER TO BE INSTALLED ON DESIGNATED FACILITIES. FACILITIES SUCH AS: CONTROLLER PANELS AND WASHDOWN OR BLOW-OFF HYDRANTS OF WATER TRUCKS AND TEMPORARY CONSTRUCTION SERVICES WHERE DESIGNATED BY THE CITY ENGINEER OR INSPECTOR. THE LABELS WILL NOTIFY THAT THE SYSTEM CONTAINS RECLAIMED WATER THAT IS UNSAFE TO DRINK. PART 3 -EXECUTION 3.1 LAYOUT: 3.1.1 3.1.2 3.2 3.2.1 3.2.2 3.2.3 3.3 3.3.1 3.3.2 3.3.3 3.4 3.4.1 3.4.2 3.5 3.5.1 3.5.2 3.6 3.6.1 ALL WORK SHALL BE LAID OUT IN ACCORDANCE WITH PLANS AND DETAILS AS SHOWN ON THE DRAWINGS. LOCATE IRRIGATION APPARATUSES, EQUIPMENT, ETC. IN PLANTED AREA WHEREVER POSSIBLE. IF MINOR CHANGES IN LOCATION ARE REQUIRED, OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE, WORK SHALL BE ACCOMPLISHED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER PROVIDING SUCH CHANGES ORDERED BEFORE ITEMS OF WORK DIRECTLY CONNECTED TO THE SAME AREA ARE INSTALLED, AND PROVIDING NO ADDITIONAL MATERIALS ARE REQUIRED. EXCAVATING AND TRENCHING: PERFORM ALL EXCAVATIONS AS REQUIRED FOR THE INSTALLATION OF THE IRRIGATION SYSTEM. RESTORE ALL SURFACES, EXISTING UNDERGROUND INSTALLATIONS, ETC., DAMAGED OR CUT AS A RESULT OF THE EXCAVATIONS TO THEIR ORIGINAL CONDITION, AND IN A MANNER SATISFACTORY TO THE OWNER'S REPRESENTATIVE. TRENCHES SHALL BE MADE WIDE ENOUGH TO ALLOW A MINIMUM OF SIX (6) INCHES BETWEEN PARALLEL PIPE LINES. TRENCHES FOR PIPE LINES SHALL BE MADE OF SUFFICIENT DEPTHS TO PROVIDE THE MINIMUM COVER FROM FINISHED GRADE AS FOLLOWS: 18' COVER OVER MAINLINES 12' COVER OVER PVC LATERAL LINES 30' COVER OVER SLEEVED LINES UNDER ROADS DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. LAY PIPE TO EVEN GRADE. TRENCHING EXCAVATION SHALL FOLLOW LAY OUT INDICATED ON DRAWINGS AND AS NOTED. BACKFILLING: THE TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED TESTS ARE PERFORMED. TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED OBSERVATIONS ARE PERFORMED. OBSERVATIONS INCLUDE SPRINKLER HEADS, ALL FITTINGS, LATERAL AND MAINLINE PIPE, VALVES, AND DIRECT BURIAL WIRE. TRENCHES SHALL BE CAREFULLY BACKFILLED WITH THE EXCAVATED MATERIALS APPROVED FOR BACKFILLING CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND OR OTHER APPROVED MATERIALS FREE FROM LARGE CLODS OF EARTH OR STONES. BACKFILL IN LANDSCAPED AREAS SHALL BE MECHANICALLY COMPACTED TO A DRY DENSITY EQUAL TO 90"/4. OF ADJACENT UNDISTURBED SOIL IN PLANTED AREAS, BACKFILL WILL CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS, OR OTHER SURFACE IRREGULARITIES. A FINE GRANULAR MATERIAL BACKFILL WILL BE INITIALLY PLACED ON ALL LINES. NO FOREIGN MATTER LARGER THAN ONE-HALF (1/2) INCH IN SIZE WILL BE PERMITTED IN THE INITIAL BACKFILL. IF SETTLEMENT OCCURS AND SUBSEQUENT ADJUSTMENTS IN PIPE, VALVES, SPRINKLER HEADS, PLANTING, OR OTHER CONSTRUCTION ARE NECESSARY, THE CONTRACTOR SHALL MAKE ALL REQUIRED ADJUSTMENTS WITHOUT COST TO THE OWNER. TRENCHING AND BACKFILL UNDER PAVING: TRENCHES LOCATED UNDER AREAS OF PAVING, ASPHALTIC CONCRETE OR CONCRETE WILL BE INSTALLED AND BE BACKFILLED WITH A SAND LAYER SIX (6) INCHES BELOW THE PIPE AND TWELVE (12) INCHES ABOVE THE PIPE, AND COMPACTED IN LAYERS TO 95% COMPACTION USING MANUAL OR MECHANICAL TAMPING DEVICES. TRENCHES FOR PIPING SHALL BE COMPACTED TO EQUAL THE COMPACTION OF THE EXISTING ADJACENT UNDISTURBED SOIL AND SHALL BE LEFT IN A FIRM UNYIELDING CONDITION. ALL TRENCHES SHALL BE FLUSH WITH THE ADJOINING GRADE. THE CONTRACTOR SHALL SET IN PLACE, CAP AND PRESSURE TEST ALL PIPING UNDER PAVING PRIOR TO THE PAVING WORK. INSTALL ALL ASSEMBLIES SPECIFIED HEREIN IN ACCORDANCE WITH RESPECTIVE DETAIL. IN THE ABSENCE OF DETAIL DRAWINGS OR SPECIFICATIONS PERTAINING TO SPECIFIC ITEMS REQUIRED TO COMPLETE WORK, PERFORM SUCH WORK IN ACCORDANCE WITH BEST STANDARD PRACTICE WITH PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT. INSTALLATION OF POLYVINYL CHLORIDE PIPE: SOLVENT WELD PVC PIPE FITTINGS USING SOL VENTS AND METHODS RECOMMENDED BY THE MANUFACTURER OF PIPE, EXCEPT WHERE SCREWED CONNECTIONS ARE REQUIRED. PIPE AND FITTINGS SHALL BE THOROUGHLY CLEANED OF DIRT, DUST, AND MOISTURE BEFORE APPLYING SOLVENT. CLEAN OFF EXCESS SOLVENT. ALL WELDED JOINTS SHALL BE CURED AT LEAST FIFTEEN (15) MINUTES BEFORE MOVING OR HANDLING AND TWENTY FOUR (24) HOURS BEFORE WATER IS PERMITTED IN THE PIPE. MAKE ALL CONNECTIONS WITH THREADED FITTINGS USING TEFLON TAPE. TAKE UP WITH LIGHT WRENCH PRESSURE. AUTOMATIC CONTROLLER: INSTALL AS PER MANUFACTUREA'S INSTRUCTIONS. REMOTE CONTROL VALVES SHALL BE CONNECTED TO CONTROLLER IN NUMERICAL SEQUENCE AS SHOWN ON THE DRAWINGS. 3.7 HIGH VOLTAGE WIRING FOR AUTOMATIC CONTROLLER: 3.7.1 120 VOLT POWER CONNECTION TO THE AUTOMATIC CONTROLLER SHALL BE PROVIDED BY THE CONTRACTOR. 3.7.2 ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL CODES, ORDINANCES, AND LOCAL AUTHORITIES HAVING JURISDICTION. 3.8 3.8.1 3.9 3.9.1 3.9.2 3.10 3.10.1 3.10.2 3.11 3.11.1 3.11.2 3.11.3 3.11.4 3.12 3.12.1 3.12.2 3.13 3.13.1 3.14 3.14.1 3.15 3.15.1 3. 15.2 3.16 3.16.1 3.17 3.17.1 REMOTE CONTROL VALVES: INSTALL WHERE SHOWN ON DRAWINGS AND DETAILS. WHEN GROUPED TOGETHER, ALLOW AT LEAST TWELVE INCHES (12") BETWEEN VALVES. INSTALL EACH REMOTE CONTROL VALVE IN A SEPARATE VALVE BOX. EACH VALVE NUMBER SHALL BE STENCILED ON VALVE BOX WITH WHITE EPOXY PAINT. CLOSING OF PIPE AND FLUSHING LINES: CAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED TO PREVENT THE ENTRANCE OF MATERIALS THAT WOULD OBSTRUCT THE PIPE AND SPRINKLERS. LEAVE IN PLACE UNTIL REMOVAL IS NECESSARY FOR THE COMPLETION OF INSTALLATION. THOROUGHLY FLUSH OUT ALL WATER LINES BEFORE INSTALLING HEADS AND VALVES. SPRINKLER HEADS: INSTALL THE SPRINKLER HEADS AS DESIGNATED ON THE DRAWINGS. 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. HYDROSTATIC TEST -OPEN TRENCH: REQUEST THE PRESENCE OF THE CITY OF CARLSBAD INSPECTOR AT LEAST FORTY EIGHT (48) HOURS IN ADVANCE OF TESTING. TEST TO BE ACCOMPLISHED AT THE EXPENSE OF THE CONTRACTOR AND IN THE PRESENCE OF THE CITY OF CARLSBAD INSPECTOR. CENTER LOAD PIPING WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING OR SLIPPING UNDER PRESSURE. ALL FITTINGS AND COUPLINGS TO BE TOTALLY EXPOSED. APPLY A CONTINUOUS ANO STATIC WATER PRESSURE WHEN WELDED PLASTIC JOINTS HAVE CURED AT LEAST TWENTY FOUR (24) HOURS. MAINLINE TO BE TESTED FOR FOUR (4) HOURS AT 125 P.S.I. LATERAL LINES SHALL BE TESTED AT WORKING PRESSURE FOR FOUR (4) HOURS. REPAIR LEAKS RESULTING FROM TESTS, AND RETEST UNTIL SYSTEM MEETS SPECIFIED TEST. BACKFILLING AND COMPACTING: INITIAL BACKFILL ON ALL LINES SHALL HAVE NO FOREIGN MATTER LARGER THAN (1/2") IN SIZE. BACKFILL SHALL BE SUFFICIENTLY DAMP TO PERMIT THOROUGH COMPACTION. BACKFILL FOR TRENCHING SHALL BE COMPACTED TO DRY DENSITY EQUAL TO 90% OF ADJACENT UNDISTURBED SOIL AND SHALL CONFORM TO ADJACENT GRADES, WITHOUT DIPS, SUNKEN AREAS, HUMPS, OR OTHER IRREGULARITIES. SETTLING OF BACKFILLED TRENCHES, WHICH MAY OCCUR DURING THE ONE YEAR PERIOD AFTER FINAL ACCEPTANCE, SHALL BE REPAIRED BY THE CONTRACTOR, INCLUDING THE COMPLETE RESTORATION OF ALL DAMAGED PLANTING, PAVING, OR OTHER IMPROVEMENTS OF ANY KIND, TO THE OWNER'S SATISFACTION AT NO ADDITIONAL EXPENSE. TEMPORARY REPAIRS: THE OWNER RESERVES THE RIGHT TO MAKE TEMPORARY REPAIRS AS NECESSARY TO KEEP THE SPRINKLER SYSTEM IN OPERATING CONDITION. THE EXERCISE OF THIS RIGHT BY THE OWNER SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES UNDER THE TERMS OF THE GUARANTEE AS HEREIN SPECIFIED. ADJUSTING THE SYSTEM: ADJUST VALVES, ALIGNMENT, AND COVERAGE OF ALL SPRINKLER HEADS IF IT IS DETERMINED THAT ADJUSTMENT IN THE IRRIGATION EQUIPMENT OR NOZZLE CHANGES WILL PROVIDE MORE ADEQUATE COVERAGE. MAKE ALL NECESSARY CHANGES PRIOR TO PLANTING. THESE CHANGES OR ADJUSTMENTS SHALL BE MADE WITHOUT ADDITIONAL COSTS. THE ENTIRE SYSTEM SHALL OPERATE PROPERLY BEFORE ANY PLANTING OPERATIONS COMMENCE. ELIMINATE OVERSPRAY ONTO WALKWAYS OR PAVINGS. MAINTENANCE: THE ENTIRE SPRINKLER IRRIGATION SYSTEM SHALL BE UNDER AUTOMATIC OPERATION FOR A PERIOD OF SEVEN (7) DAYS PRIOR TO ANY PLANTING. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO WAIVE OR SHORTEN THE OPERATION PERIOD. CLEAN UP: CLEAN-UP SHALL BE DONE AS EACH PORTION OF THE WORK PROGRESSES. REFUSE AND EXCESS DIRT SHALL BE REMOVED FROM THE SITE. ALL WALKS AND PAVING SHALL BE SWEPT OR WASHED DOWN. ANY DAMAGES SUSTAINED ON THE WORK OF OTHERS SHALL BE REPAIRED TO ORIGINAL CONDITIONS. SITE OBSERVATIONS: IN ALL CASES WHERE OBSERVATION OF THE IRRIGATION SYSTEM IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE OBSERVATION OF THE CITY OF CARLSBAD. II WJLL BE THE SOLE AESPONSIBIUTY OF THE LANDSCAPE CONTRACTOR TO NOTIFY THE CITY OF CARLSBAD TWO (2) WORKING DAYS IN ADVANCE OF THE TIME SUCH OBSERVATIONS Ai'.IE REQUIRED. FAILURE TO CALL FOR ANY ONE Of THE OBSERVATIONS CALLED FOR BELOW WILL CONSTITUTE IMMEDIATE STOPPAGE OE ALL PERFORMANCE PAYMENTS TO THE CONTRACTOR, OBSERVATIONS ARE REQUIRED FOR THE FOLLOWING: _UPON INSTALLATION OF SLEEVES. UPON INSTALLATION AND TESTING OF MAINLINE. UPON INSTALLATION OF LATERAL LINES. A COMPLETE OPERATING TEST OF ENTIRE SYSTEM AT FINAL OBSERVATION. 3.17.2 THE REQUIRED MAINTENANCE PERIOD FOR THE SYSTEM SHALL NOT BEGIN UNTIL THE FINAL OBSERVATION HAS BEEN MADE AND All INSTALLATION APPROVED BY THE CITY OF CARLSBAD. 3.18 INSPECTION: THE PRIVATE IRRIGATION SYSTEM SHALL BE INSPECTED BY THE CITY OF CARLSBAD PLANNING DEPARTMENT. PRIOR TO BEGINNING OF CONSTRUCTION, A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH THE PLANNING DEPARTMENT INSPECTOR. PLEASE CONTACT LARRY BLACK AT 438-1161, EXT. 4221. END OF SECTION 02811 IRRIGATION LEGEND SYM. DESCRIPTION CD POP-UP ROTOR HEAD @ POP-UP ROTOR HEAD CT> POP-UP ROTOR HEAD © POP-UP ROTOR HEAD @ POP-UP ROTOR HEAD i, POP-UP SPRAY HEAD 2 POP-UP SPRAY HEAD 2 POP-UP SPRAY HEAD a POP-UP SPRAY HEAD fi POP-UP SPRAY HEAD M POP-UP SPRAY HEAD J:I'. POP·UP SPRAY HEAD a POP-UP SPRAY HEAD .ti POP-UP SPRAY HEAD • POP-UP TURF SPRAY HEAD • POP-UP TURF SPRAY HEAD II POP•UP TURF SPRAY HEAD V SPRAY HEAD ON RISER ~ SPRAY HEAD ON RISER V SPRAY HEAD ON RISER ,:,, SPRAY HEAD ON RISER (!j SPRAY HEAD ON RISER e SPRAY HEAD ON RISER 0 SPRAY HEAD ON RISER t;j SPRAY HEAD ON RISER er SPRAY HEAD ON RISER B SPRAY HEAD ON RISER D SPRAY HEAD ON RISER tl SPRAY HEAD ON RISER © SPRAY HEAD ON RISER e, SPRAY HEAD ON RISER . TREE BUBBLER ASS EMBLY * MULTI OUTLET DRIP EMITTER e END FLUSH CAP z CHECK VALVE [fJ DRIP FILTER .... BALL VALVE @ QUICK COUPLER VALVE s REMOTE CONTROL VALVE l'l,I R. P, BACKFLOW PREVENTER IEll MASTER CONTROL VALVE PRESSURE REDUCER ® AUTOMATIC CONTROLLER RAINGUARD @ RECLAIMED WATER METER [21 DOMESTIC WATER METER MANUF. MODEL ARC RAINBIRD T-4SAM-PC-NP-T22-13 VAR. RAINBIRD T-4SAM-PC-NP-T30-23 VAR. RAINBIRD T-4SAM-PC-NP-T 40-30 VAR. RAINBIRD F-4-PC-NP-08 VAR. RAINBIRD F-4-PC-NP-10 VAR. RAIN BIRD 1806-SAM-BQ-PCS goo RAIN BIRD 1806-SAM-SH-PCS ,so• RAIN BIRD 1806-SAM·SVAN-PCS VAR. RAIN BIRD 1806-SAM-12Q-PCS go• RAIN BIRD 1806-SAM-12H-PCS 1802 RAIN BIRD 1806-SAM· 12VAN-PCS VAR. RAIN BIRD 1806-SAM-150-PCS go• RAIN BIRO 1806-SAM-15H-PCS 1802 RAIN BIRD 1806-SAM-15VAN·PCS VAR. RAIN BIRD 1804-SAM-150-PCS 90" RAIN BIRD 1804-SAM-1 SH-PCS 1ao• RAIN BIRD 1804-SAM-15VAN-PCS VAR. RAIN BIRD 1800·80-PCS·PA·SS 90' RAIN BIRD 1800-SH-PCS-PA-BS 180' RAIN BIRD 1800-8F-PCS-PA-8S 360" RAIN BIRD 1800-8VAN-PCS-PA-8S VAR. RAIN BIRD 1800-120-PCS-PA-8S 90' RAIN BIRD 1 B00-12H-PCS-PA·BS 1802 RAIN BIRO 1800-12F-PCS-PA-8S 360" RAIN BIRD 1800·12VAN·PCS-PA-8S VAR. RAIN BIRD 1800-15Q..PCS-PA-8S 90" RAIN BIRD 1800-15H·PCS·PA-8S 180" RAIN BIRD 1800-15F-PCS-PA-8S 360' RAIN BIRO 1800-1 SVAN-PCS-PA-8S VAR. RAIN BIRD 1800-1 SEST-PCS RAIN BIRD 1800-15SST-PCS RAIN BIRD 1400 SERIES 1404 OLSON EH-12 KING BROTHERS AMAID WILKINS NELSON RAIN BIRD WILKINS GRISWOLD 39 (LINE SIZED) 850 SERIES (LINE SIZED) #7645 PESB-PRSB, SIZED PER PLAN #575 (SIZED PER PLAN) 2230 (SIZED PER PLAN) GPM PSI RAD 1.30 45 22' 2.90 45 31' 4.50 45 41' 6.90 50 45' 8.90 50 49• 0.39 30 8' 0.79 30 8' 1.19 30 8' 0.65 30 12· 1.30 30 12' 1.95 30 12' 0.93 30 15' 1.85 30 15' 2.80 30 15' 0.93 30 15' 1.85 30 15' 2.80 30 15' 0.39 30 s· 0.79 30 8" 1.57 30 8' 1.19 30 8' 0.65 30 12· 1.30 30 12' 2.60 30 12' 1.95 30 12' 0.93 30 15' 1.85 30 15' 3.70 30 15' 2.80 30 15' 0.61 30 4'x15' 1.21 30 4'x30' 1.00 30 2GPH 30 WILKINS ~R (SIZED PER PLAN) RAINBIRD #'Z>\-~~ERIES, SEE PLAN FOR STATION NUMBERS WCS WATER CONSERVATION SYSTEMS AUTO SHUT-OFF W/ VANDAL RESISTANT ENCLOSURE RGVR-S PROVIDED BY OWNER -REFER TO CIVIL PLANS PROVIDED BY OWNER -REFER TO CIVIL PLANS PRECIP. 0.50 0.55 0.60 0.53 0.57 2.74 2.74 4.14 2.01 2.01 1.71 1.83 1.83 2.08 1.83 1.83 2.08 2.74 2.74 1.75 4.14 2.01 2.01 201 1.71 1.83 1.83 1.58 2.08 194 1.94 DETAIL A/17 A/17 A/17 A/17 A/17 B/17 B/17 B/17 B/17 B/17 B/17 B/17 B/17 B/17 B/17 B/17 B/17 C/17 C/17 C/17 C/17 C/17 C/17 C/17 C/17 C/17 C/17 C/17 C/17 C/17 C/17 G/17 E/17 E/17 F/17 F/16 E/16 D/16 B/16 C/16 B/16 N16 A/16 -------PRESSURE MAINLINE CLASS 315 PVC RECLAIMED WATER LINE (SCH. 40 FOR 1-1/2" AND SMALLER) SIZED PER PLAN N18 PRESSURE MAINLINE NON-PRESSURE LA.TERAL LINE NON-PRESSURE LATERAL LINE (DRIP LATERAL LINES) NON-PRESSURE LATERAL LINE SLEEVING = = E =-.= ELECTRICAL CONDUIT NOTES: CLASS 315 PVC DOMESTIC WATER LINE (SCH. 40 FOR 1-1/2" AND SMALLER) SIZED PER PLAN CLASS 200 PVC RECLAIMED WATER LINE SIZED PER PLAN CLASS 200 PVC RECLAIMED WATER LINE SIZED PER PLAN CLASS 200 PVC DOMESTIC WATER LINE SIZED PER PLAN SCH. 80 PVC (TWICE DIAMETER OF WORKING LINE). ALL CONTROL WIRE SLEEVES TO BE 3" IN DIAMETER 1. ALL RAINBIRD SPRAY HEADS AND STREAM BUBBLER$ TO BE EQUIPPED WITH PCS -1B00 PRESSURE COMPENSATING SCREENS. REFER TO THE SCREEN CHART FOR THE PROPER SCREEN TO USE WITH EACH NOZZLE AND RADIUS. 2. INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE. 3. INSTALL POP-UPS WITHIN 10' OF ALL PEDESTRIAN USES. 4. INSTALL THRUST BLOCKS ON 3" MAINLINES AND LARGER AT ALL CHANGES OF DIRECTION PER DETAIL "D" SHEET 17. DELORENZO INCORPORATED 1111111~1 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. A/18 N18 A/18 A/18 B/18 REMOTE CONTROLYALYE DESIGNATION: 1111£ RE\/IE111ED BY: Cor,troll<>r-5tatlor, Numb<>r- Remote Control Valve 51ze 60 I Ion" p.,,. Minute (Flo,..) 0 AS BUILT" INSPECTOR DATE __ ~.,-..--..._~ Planning Landscape Almitecture -1776 Hancock Su-eet. l----+-----l---------------1-----1------1----I I SsET I ~:::::::::.--===============~~~ IRRIGATION SPECIFICATIONS/ LEGENDS FOR: & Cfl'Y OF CARlSBAD PUNNING llEP AR1MENT SHEETS ., 57 Suite 150 San Dleao, CA 92110 819•211i•li1UI Pu: 819•297•23114 - DA TE INITIAL ENGINEER Of' VOIK REVISION DESCRIPTION CARLSBAD COMPANY STORES -r:1AP=PR=o=vro..,.,:=,,..,~",,. r2~G~n:::::v=-----.i-1/-'iz "8SISTANT PLAINNO """'"TllR Dl<lE i, · II 17 LJ<, DA lE INITIAL DA lE INITIAL CMWD 96-C.440 PRESSURE GOMPENSA TIN& SCREEN LE6END. I 0.1 I 02 I o.a I o.4 I Ob I o.q I 1:;s I 1.,s I 2b STANDARD AND SM.All RADIUS 5PR.AY PATreRNS AND l,WlREilA Ell001.ER5 00 12f l;lTQ l;m I2H l:lT 2' I' 4' 3' 5' 5' 1' 6' 6' 8' ;1' ;1' 4' b' e' I' 5' 1' e· 2' 1' ,. 10• 3' 3' 3' 4' ei 10' 9' 1' e• 5' 10' I0~ 5' ,, 5' 1' 5' e· 8" 10' 12·• 15m b' 15TT I' 4' I 4 9' 6' 2' 5' 1' 1 b' II' e 12· 15• 3.1 -12' X 1:2' 14' X 14' l6'xl6' 20' X 20' 29'x28' 4' X 1:2' 4' X 22' '4' X 28' 4' X 3e' 4' X 40' 4' Xlif:i' 4' X14' 4'X I&' tm. ALL ':IP'l<AY $\VS, AND a.etll..t3<5 ARI, TO Uf,te -UIMFfll'ATIN.<. 5<RE06 (l'(;S)_ TIIE AllOYE TABLE 15 TO Ill: u,;a> TO M'ITG>/ TIE HOZ2LE AND RADIUS ll!' EAC.fl HEAD ON Tl-IE FLAN i<jlTI-, T1-E APFI.IGAB!.E PCS 5GREBt • INDICATES~ NO~ C01<£1I11ATIONS TO AOIIEVE CAT/\J..00 FERFORl<N<CE AT :lO PSI. <'.l"ERATIN.<, RAN.<.!'· F1..0I',--02 TO 3.16PM Ol'EFU\TIN.<. FRES5IJ<J: RI\No!,E-15 TO 10 P.;I_ SEE SHEET 5 FOR IRRIGATION LEGEND. SEE SHEETS 2-5 FOR IRRIGATION SPEC'S. SEE SHEETS 16-18 FOR IRRIGATION DETAILS. CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT ~TER TO PROMOTE HEALTHY GROV',ITH OF THE PLANT MATERIAL. AT NO TIME V',IILL THE CONTRACTOR/OPERATOR APPLY V',IA TER AT A RA TE OR FREQUENCY V',IHICH CAUSES RUNOFF OR SOIL SATURATION. &ENERAL NOTES, 624 11/2' 36.1 18.0 I. LOC,ATION OF ALL MAINLINES ARE DIA6RAMMATIC, AND SHOll'\N FOR C.LARl'TY LOC.ATE IN PLANTING AREAS 2. ALL MAINLINES AND LATERAL LINE:5 BENEATH PAVING 5HALL BE 5LEEVED 11'\HETHER 5HOY'IN OR NOT ON THE DRAll'ilNGS. 3 ALL PORTABLE POTS AS SHOV'<N ON THE PLANTING PLANS 5HALL BE HAND 11'\ATERED. PIPE SIZIN(:; CHART (6PM) PIA. c,.,..200 """"" ~!¢IN. 815 112" -o-5 - 3/4" &-II <,-a Q-"1 ,. 12-lt:> •HS "1'-14 :. I 1/4' 11-:26 14-29 14-24- 1112• T1""6 2,.-,,2 24-5<> ,,. 2· e,.;n = = j :i. 11.1• ..,__.,,2 9-1-"'T-4 ,o-,o ~---10--100 4• --loo-100 ',' ~ ru I 0 5 10 20 40 25.3 3/4" -SEE CIVIL PLANS - 622 11/2" 35.0 B21 11/2" 41.6 B30 I" 20.b SEE IRRl6ATION PLANS 333-2N (CARLSBAD DRAll'ilNG No.) FOR SLOPE IRRl6ATION THIS AREA 4 1/2" I ---f ---+- 1/2" _ __J D [] ATE MAI~=: LANTING> A ' \ -~---~....i.~.!..==: ~::..a~~,._ I TYPIC.AL SITE DOMESTIC. 11'\ATER LINE 1/2" I I 1/2" [O w z _J I () I- <{ ~ I ·-:~-,J-~---, I --~~ \ _,.---~ -~-ii---+I ---~----~ * * ..,. \ -----.. -\ --'f-¥, MATGHLINE -SHEET 1 IRRIGATION PRE55URE LOSS GALGIJLA TION5 Control Yritve No.: 6-24 Valve !JM.: I 1/:2" 5'1'51&1 tEAD 6AIN OR LOSS Elevatlon at SO.-.:<> /f'Dt:,J El&vatlon at Hlg>,sl l-lo<:o<I Dili'or"'1G<I In Elevation Total 5:1"!,,m Head 6a" ar (\.mo) TOTAL. 5'1'51&1 HE'-!) LOSS PIPI~ LOSS ,o qo X 0.4!\!l MMM. '1GTION 1'!'l'E CL 315 c.L 915 SIZE 2 1/2" 4• 2· I 1/2" 1· 314" ;l/4' 314' LEN6Tlf 6PM 125 96.1 ~ :96.1 iJ4 "6.1 e, 9'2 24 203 './.3 1.1 25 4.2 20 1.3 TOTAL PIPIN& LOSS 11&1 SIZE --2" B1t:.I.. fll')w Pr'ff..l_ 2" S.-ar« './." Filwr NA --~kllor './." (2) o&cM/flall Yalwo 2" Ma.tee Valve 2• Control Ya~ I 1/2" IQll;fltl,q,(,,,.. TOTAi.. Ml~ 1.0661$ 5YSTl:M ffiESS.!sE LOSS CAL.O.l.ATION TOTAL 5Y51&1 l.OSS/o:,A11, MINIM..M F'RE59.IRI' REGlJIREP AT l.AST tEAD 1)!315N -Pl'l:S5 n AT so..RCE Rl:'SIPI.JAI.. - control Ya~ No., A-I6 Yalv• •lz<>• 2· S'fSTl:M tEAD MIN OR LOSS Elovatlon at SO.-c,, /p D ,:,J iO El<>vatlon at Hlql<>•I tteao bb Viii'..-..,,,. lo Ei..vatlon -20 x 0433 Tcil<,I 5:1"!<,m H<><ad 6":!ln <r (l..ao.) TOT AL 5151&1 rEAD 6AIN PIPIN6 L055 1;10 120 120 NA 120 120 120 :96.1 Fl.,.., ~- SE,:;TION T(l'f' SIZE lm&TH 6PM t,i;aril!RM c;L 315 11/1' IO 5"2 GL3I5 4• IUS sq;;i lawal L,.,. GL200 2I1:l" IO :l'l2 vL200 I 114' 15 l~.46 GL 200 5/4" 15 IO,le> GL200 3/4' 15 e,39 vL200 3/4' 15 6.,4,5 GL 200 3/4" 15 4.63 GL200 3/4' 15 2.1& GL200 314' 15 0.'13 TOTAL. PIPIN6 LOSS Ml~ l.OSS/6AIN Ira,! SIZE -Meter 2· Bar:.k. Flor. f'rlW_ 2· stror« 2· Flltm-NA f'M>o_ ~lab-2· (2) o&cM/flall Yalveo 2· MaotecVdve 2· Control Valve 2' 10% fltt,g, (,,,.. TOTAL Ml~ 1.0661$ 5'f5Tl:M f'ReSSURI: LOSS GAL.O.l.ATION TOTAL SYSl&I LOSS/,;AIN MINIM.M ~ F<f'GIJIREP AT l.AST tv,I> 1)!3I5NF'l<Ef.'i.A'IE ~ AT~ 1;10 1;10 120 NA 1;10 120 1;10 sq;;i l..055 IN PSI 0;;2 0.22 0.21 O.lb Lib 053 0.22 OD2 {e,:;>l) LOSS IN PSI 11.30 5Jl0 I.SO NA 12.00 './..00 5.30 9.00 3.1& 1'5646) (41.TI) ('4!;00) ~01_43) 11000 &51 5'12 9.p.m. I.T:i L055 IN PSI 0.10 2.W 0.5& 021 039 0,46 o:,q 0,16 006 ODI (424) LOSS IN F5I 11.30 5Jl0 1.50 NA 12.00 2.00 5.30 200 3.TI (4:lbi) (46.lt,) (50.00) ('16.18) 11000 531 Rl:'SIOUAI.. -~.82 I" 22.8 DELORENZO INCORPORATED .. SHEET GI SHEET 12 Planning Landscape Anilitecture -H T 10 1775 Hancock SIJ'eet Suite 150 San Dte10, CA 9211 O 819•295•5115 Fu: 619•297•23M -__. ___ ___ KEY MAP NOTI:, 51<:ltll Pr8SSl!re> Clt 5cur-U> of Ex1Stlf'9 Rulalmed ~ Line (l:l5 p,1) Preooure, re,gulalor to bt, •<>t ot 110 ~I minimum r~d. "AS BUILT" //v,1!~ APPROVED FOR PLANTING ~;~~ AND IRRIGATION ONLY, DATE mu l'JM I ~ INCLUDING PRECISE SIQ:r'Nlltt REVIEWED BY: " 2.-20 -27 " LOCATION OF PLANTING D,ate ~"'~ -AREAS. INSPECTOR DATE -~ I SH6ET I I CITY OF CARLSBAD I SHEETS PLANNING DEPARTMENT ·57 IRRIGATION Pl.ANS FOR, /I ~ CARLSBAD COMPANY STORES - ~ ~ APPROVED: %"<;7i]l 3-t.f.'i 7 4·2-·C\1 P.>M A\. e>A-<:le. f?-E.V. I f.\e.W -..\-1 e.e.:r ~e, l,•/1· '11 !-2> Ass,STANT PLANNif'llVOIIIECTOR DATE RE.Vl'C>E.D Pl-AN~ DATE INITIAL DATE INITIAL OWN. BY: M.snw PROJECT NO. DRAWING NO. INITIAL DATE CHKD BY, B.M, ENGINEER OF Wl')ffl( REVISION DESCRIPTION RV'Ml BY: SDP 96-03 351-9L H: \95039-01\IRRIGA \CS-IR-lX.DWG CMWD 96-C.440 B20 11/2" 38.0 B1'1 11/2" 48.5 B18 11/2" 44.6 w > lt Q }- lt I- z ::::, () \) lt < \) 34' !3/4" ~/4" 111 211 9 4" SEE SHEET 5 FOR IRRIGATION LEGEND I" SEE SHEETS 2-5 FOR IRRIGATION SPEC'S. SEE SHEETS 16-18 FOR IRRl&ATION DETAILS GONTRAG TOR/OPERATOR SHALL ONLY APPLY SUFFICIENT )11,(ATER TO PROMOTE HEALTHY 6RO)ll,ITH OF THE PLANT MATERIAL. AT NO TIME )11,(ILL THE GONTRAC.TOR/OPERATOR APPLY )11,(ATER AT A RATE OR FREQUENGY )11,(HIGH GAUSES RUNOFF OR SOIL SATURATION. X 2" 3/4" / 'X PIPE SIZING CHART (GPN) t>IA. C.lc:111,0-:200 ""' -40 c;l.ao:o '315 1/2" . o-5 - 5/4" e-11 <rl, o-4 ,. 1::2-16 •HS "1-14 . ' I 1/.4" li-.26 14-:29 14-:24 I 1112· ~1-3ti 24-32 24-SO 5HEET 12 2' 30-5'1 -~ = . i l/;!:" ,,.,_.e2 ~1-14 !>:>-10 ' e· --i0-100 4' --100-100 .. l&HBE'T 10 ~ ru 1 40 , MATGHLINE SHEET Cf GENERAL NOTES, I. LOCATION OF ALL MAINLINES ARE DIA6RAMMATIC AND SHOll'IN FOR CLARITY, LOCATE IN PLANTING AREAS. 2. ALL MAINLINES AND LATERAL LINES BENEATH PAVING SHALL BE SLEEVED li'IHETHER St-+Oli'IN OR NOT ON THE DRAJ/'111-165. 3. ALL PORTABLE POTS AS St-+Oli'IN ON THE PLANTIN<S PLANS SHALL BE HAND J/'IATERED. ,------.2"" ------<•il-----1,-,--1/c=:2"" --4,,>-----ccll/--,-,2ccc"---------(i;,__ ___ ~l l/~4~"--------"..,4(>---------:l-c-" -----©-•. •----==3;/---4~" ===--=-«,fftfJ~ifiiii / ~-\ fl /// / 2" / // / /{// 5 -·-· / ~ / /. / / ' 3/4" ,,-----TEMPORARY 61.JILDING PAD IRRIGATION PERMANENT IRRIGATION TO BE DESl6NED AS PART OF FUTURE DEVELOPMENT (PHASES 2 AND 3) I ' fr:::l:=====l:::;1/:::2:::" ==~• =l=·-=---=-·=·--=--·--=·I~!~::" :::::;=::::;::::::ii•);::::===:::::;::=11:::/4::;"=:::;:==:;=©::;=;,r,=;;z'.=;=====:::;::f•fl::::::======3::::;/4='=' ======:m• ·"' r-~ i-..g AL SITE DOMESTIC. li'IATERLINE \ 2" :3/4" 2 ' 11/4" 3/4" I" 3/4" 3/4" ( l f g lj' r--- ~ -·· ~' ~=~ =1 ~---· l~-k .. '"'·"·] ·~ _r~ ______ L,_ [m ,;,m~] I ' C) I-- ill ill I IJ) ill z _J I () I- <( L MATGHLINE -SHEET 8 KEY MAP DELORENZO INCORPORATED Planning Landsi,ape AidJitecblre -1775 Hancock street Suite 150 San DI.ego, CA 92110 6111•295•5115 - APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. llTlE REVIEWED BY~ INSPECTOR "AS BUILT" DATE I S7HEET I Cll'Y' OF CARlSBAD r------i---t----------------+----l---+----1----1 PLANNING DEPARlMENT r------i---+----------------+----1---+---1----1 4-2·'11 ~ DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION IRRIGA TION PLANS FOR• CARLSBAD COMPANY STORES APPROVED, ASSIST/INT PLI\N OWN. BY: M.STiva CHKD BY: -'B._.y..___ RV'tllD BY: PRO.ECT ND. SDP96-03 DATE DRAIMNG NO. 351-9L CMWD 96-C. 440 H, \9503Q-01\IRRIGA\C5-IR-20WC ~-------LOC,ATE MAINLINE IN PLANTIN6 ARE:A MATGHLINE - B16 11/2" 40.0 B15 11/2" 41.~ Bl4 I" 22.0 w > It D )- (i 1- z J () \) (i <( () 613 11/2" 32.4 : 1n :I 3/ 3411 3/4' 3114" ' ,_ ·- Bl2 11/2" 44.8 I" ! :2" 4" : I" t> 9 11 i C> I : I" 5/4" BIi 11/2" 46.5 11/4" GENERAL NOTES, I. LOC-ATION OF ALL HAINLINE5 ARE DIMRAHHATIC AND 5HOi"IN FOR CLARITY. LOC,ATE IN PLANTING AREAS 2_ ALL MAINLINES AND LATERAL LINES BENEATH PAVING 5HALL BE 5LEEVED ViHETHER SHOViN OR NOT ON THE DRAi"IING5. 3. ALL PORTABLE POTS AS SHOffi ON THE PLANTING PLANS SHALL BE HAND l"IATERED. SEE SHEET 5 FOR IRRl6ATION LE6END SEE SHEETS 2-5 FOR IRRl6ATION SPEG'S. SEE SHEETS 16-18 FOR IRRl6ATION DETAILS GONTRAC TOR/OPERATOR SHALL ONLY APPLY SUFFICIENT IAIATER TO PROMOTE HEALTHY GROIAITH OF THE PLANT MATERIAL. AT NO TIME IAIILL THE GONTRAC TOR/OPERA TOR APPLY IAIATER AT A RATE OR FREQUENCY IAIHICH CAUSES RUNOFF OR SOIL SATURATION. PIPE SIZING CHART (GPH) "'"' ,:';.I~& :200 """ 40 C.laM>~I!.'> 1/.:2" ~ 3;.4~ ei-11 ,,_,, """ I' 12-1<' ~-Ii> "1-14 I l/4ff P-26 14-23 14---.24 I 1/2" 2i-86 2-4--92 24--30 ,-e,...,, """"° = 2 112~ ,..__,,2 51-i4 50-7<> 9' 10-100 ~ ru 1 Cl !';, 10 20 L::: .... 41Zl SHEET 1 H T 10 NORTE Bo 11/2" 45.1 ~ 1 I • I' ....... _,__________ . r· u------,_ -- DELORENZO INCORPORATED J * i'f ' -- " I ------,...-- 1/2"1 I .,.. --- 3/4" ---~--~~---·····-- , .. ,, ,-,~,.,~,,.~ss,wss,~-•--~-- 3/4" --¼-j ----------. ·='"__,l I" - 65 11/2" 30.0 I" 1-- __ -'"_"-''l'c"'i_l)~'"'"~-•~a,a_,,,,,,~•~-••al•--""""""'" _t· .f EJ C flfilJ-18 A. I r I "'-l I I I 3/4" I I ' I I I V I I l I I I 1/2"1 I ----------___ " ___ ., _______ I -~--,-~-- 3/4" I ~ 7t ---------,-----CC,-CC F:_.-_·+--·---· "," ... , .. , .. , .. , ........ -·----·-· ----· 64 11/2" 40.3 63 11/2" 45.4 BUS 5TOP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. -::.... ,;,,.. I I mu: REV1EllEIJ BY; INSPECTOR "AS BUILT" DAT£ Planning Landscape ArdJitectW'e i---+--+-----------------l--i----+---1-----1 1 sHsEET I ~-·1·_v_o_F_~------" _ PLANNING DEPARTMENT -1775 Hancock street Suite 1110 San Diego, CA 92110 Fu, 619•297•2354 -'1-• Z · "17 S-M DA TE INlllAL ENGINEER OF WOR:k la>A<$-iee.v. 14E.W -&HE.e:l" 4-o At>DEO loOeP.:>l.Ee.~ E-Mlll~ REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL IRRIGATION PLANS FOR, CARLSBAD COMPANY STORES OWN. 8Y: ~.Sllw CHKO 13Y: ~B=.M~. _ R1/\\0 BY: PRO.ECT NO. SDP96-03 DRAWING NO. 351-9L CM WO 96-C. 440 H, \95039-01 \IRRIGA \CS-IR-3 DWG ------------- I ** __ l _____ ,--,,,----- , @ ~ w w I (J) w z _J I I l \/ ---~------- 20' V'IIDE GMV'ID EASEMENT EXISTIN6 6" REGLAIMED V'IATER LINE ----·---··' •... OINT OF GONNEGTION ETE~ LOCATED ON CIVIL DRAV'IINGo5 " RECLAIMED Y'IATER METER l ' : -· --f I !; PSI/ 120 GoPM ..... .. ---+--->s---... B'26 11/2" 28.8 11/4" Tl 11/2" 49.5 T2 11/2" -··-· '\ .•. I ··········-- \ I T3 11/2" T4 11/2" 49.5 PICAL SITE DOMESTIC V\IATER LINE 2" 5EE IRRIGoATION PLANS 333-2N (GAF<.L.SBAD DRAV'IINGo NoJ FOR SLOPE IRRIGATION THIS AREA \/ I J/ ' B/4" 3/4" I" 11/4" 11/4" 11/4" 11/4" I" B/4" 3/4" ~ 14" ~~~~:•--t/~" Cl.L---------,-,,l,,----GJ--------CTl--------~,>----------,___"3l-----------.:~>--____:.----{3:P---___:._---<J>---___:._----@-----~-------Oo'J----__:::....:__--\-~ <{ I ···: ..... •. ~ 1:'.VL TEMPORARY BUILDING-PAD IRRl6ATION. -..__ PERMANENT IRRIGATION TO BE DESIGNED AS PART Of FUTURE DEVELOPMENT I 3/4" 5/4" 3 SEE SHEET 5 FOR IRRIGATION LEGEND SEE SHEETS 3-5 FOR IRRIGATION SPEC'S. SEE SHEETS lb-18 FOR IRRl6ATION DETAILS CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT Y'lATER TO PROMOTE HEALTHY GROY'ITH OF THE PLANT MATERIAL. AT NO TIME Y'llLL THE CONTRACTOR/OPERATOR APPLY Y'lATER AT A RATE OR FREQUENCY Y'lHICH CAUSES RUNOFF OR SOIL SATURATION. I" 2" 11/4" 11/4" 211 11/4" 4 4 I" MATGHLINE -SHEET 1 PIPE SIZING G-HART (GoPM) OIA. Gk;ie,e :200 SGh 40 C.laN~5 1/:2' 0-~ 9/-4~ 8-11 6--1), """" ,. 12-lti-•H~ cit-1.+ I 1/4" li~:,i:t, 14-:,e 14-24 l:::: I It,;' Z"t-96 24-!'l2 24-W .... 2" !>1--51 !>!>-!SO !lO-SO :2 1~· 5e--e:> !51-14 !!i0-10 e· "10.--100 4• 100-100 40 11/4" 3 4 11/4" (PHASES 2 AND 3) 11/4" I" 3 I" J 3 I" 5/4'' 2 I" I" 5/4" 11/4" I" I" 5/4" 4 11/4" I" GENEAAL NOTES, I. LOCATION OF ALL MAINLINES ARE DIAGoRAMMATIC AND SHOV'IN FOR CLARITY. LOCATE IN PLANTING AREA5. 5/4" 2. ALL MAINLINE$ AND LATERAL LINES 6ENEAT+-t PAVING, SHALL 6E SLEEVED V'IHETHER SHOl"IN OR NOT ON THE DRAV'IIN65. 3. ALL PORTABLE POT5 AS SHOV'IN ON THE PLANTING, PLAN5 SHALL BE HAND V'IATERED. 5HEET 12 mETIO 5HEET II \ KEY MAP B/4" B/4" DELORENZO INCORPORATED Planning Landscape AJdrlt.ecture -1775 Hancock street Suite 150 San Die,o. CA 92110 619•295•5115 Fu: 619•297•23114 - "======-~) ..... ···-~--····"'"'"'"" II I I/ " 1-----1.IJ +-· ··--+r-t------j I . I I I I f:·-----= ··--...... "·-···· -- ,N 1-w ,w I U) I I CUT AND CAP MAINLINE FOR w z DA TE INITIAL ENQNrnl Of WORK -SHEET 10 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. L& DA TE INITIAL DATE INITIAL REVISION DESCRIPTION "AS BUILT" DATE Tln.E REVIEWED BY: INSPECTOR DATE IRRIGATION PLANS FOR• CARLSBAD COMPANY STORES 0\11,1. BY: CHKD BY: RVl\ll BY: M.Sllva B.M. CMW096-CA40 PRo..ECT NO. DRAWING NO. SDP96-03 351-9L H \95039-01\IRRIGA\CS-IR-.4.DWG MAT (( HL I NE_SHEET "'j ' ' 1-w w I U) w z _J I () I- <( ~ FOR CLARITY MAINLINE AND VALVE: '--ARE 5HOJlllN IN PAYED AREAS. LOCATE VilTHIN LIMITS OF PLANTIN6 ARf:AS. SEE SHEET 5 FOR IRRl6ATION LE6END SEE SHEETS 2-5 FOR IRRl6ATION SPEC'S. SEE SHEETS 16-18 FOR IRRl6ATION DETAILS CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT Y'IATER TO PROMOTE HEALTHY 6ROJ/l!TH OF THE PLANT MATERIAL. AT NO TIME Jtl!ILL THE CONTRACTOR/OPERATOR APPLY Y'IA TER AT A RA TE OR FREQUENCY Jtl!HI CH CAUSES RUNOFF OR SOIL SATURATION. r 1l1 , -----I I _______ ,. i . ..._ __ _,__,__ _______ .).._"' _ __J PIPE SIZIN6 C-HART {6PM) I71A. GI~• ;;!00 ...,40 G-la.o 315 1/.2" -~ - '3/,4" e-11 -""" ,. 12-16 <:f-1~ '1-14 11/.4" 11-;?t, 14-:W 14-24 I 1/2" Z1-0<, :24-S2 .,....,.,, 2" '"1-51 "9--0a = ::z 1n· ..,_.,,:, &1-14 =-,o 3• --"10--100 4" --100---1&0 20 & _J_ MATGHLINE -SHEET Cf --·-------== TT ----JL -_..::....:;;--1.. --- Jvf AT G H LI NE -SHEET II 40 <S>ENERAL NOTES, I. LOCATION OF ALL MAINLINES ARE DIAG-RAMMATIC AND 5HOJl'lN FOR C,LARITT. LOCATE IN PLANTING, AREAS. 2. ALL MAINLINES AND LATERAL LINES ElENEATH PAVING> SHALL ElE SLEEVED ViHETHER 5HOl'IN OR NOT ON THE DRAl'IINGS. B. ALL PORTABLE: POTS AS 5HOJlllN ON THE PLANTING FLANS SHALL BE HAND Jl'lATERED. SHEET "I SHEET II ......_ ___ ____ KEY HAP ···. --' 1/:2' 1/:2 . -,c,_.,,,..._ / . DELORENZO INCORPORATED Planning Landscape Ardlitecture -1775 Hancock street Suite 150 San Diego, CA 92110 - "'" '-, '------.-~---~---~~=~----=~~-""···--"~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 1---w w I IJ) w z "AS BUILT" DAlE TTTI.£ RE\IIEYIU> BY: INSPECTOR DAlE ~ Crl'Y OF CARI.SBAD ~ t---+---+--------------+----+------l--_J_-----1 L.lQ_J PL.ANNING OEPARTMENT L2.ZJ :::::=~============::e:...==:::::::::: 4·'2-47 DATE INITIAL ENGINEER Of 'IIORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION IRRIGATION PLANS FOR• CARLSBAD COMPANY STORES APPROVED: =ASSl=s=T~~TP~L.AN=NIN.b#f~,.:_!,::::_ _____ S--'(;fz DWN. BY: M.SUw cHKo BY::: _.e...,M __ RV'Ml SY: CMW096-C440 PRD.ECT NO. DRAWING NO. SDP96-03 351-9L H: \95039-01 \IRRIGA \CS-IR-5.DWG !12· '-,~:,.: .. ,,.::;~-' " ,, ----i---' li :I i! I' !' r TYPICAL SITE DOMESTIC, V'iATERLINE l-f-------'1.--------D----+---------,----,,C"'-c---------+--i---------:;-,,'------L---p c£) 1-w ill I IS) ill z _J I \) I- <( L l c· ;I7T--'ti?'"=;· ::) I --·112-rrl· ... I ····if----- 3/4'' -------• - I ,,,1"' ' . .,,, j) r"f I ·············-·····t···········-- 1 · -·· ·i;:;;;r·• B/4' LOCATE MAINLINE IN PL.ANTIN6 AREA ~ 3/4" ~--------------,--t~-1 I B2 11/2" 43.1 SEE SHEETS 5 FOR IRRIGATION LEGEND SEE SHEETS 2-5 FOR IRRIGATION SPEC'S. SEE SHEETS lh-18 FOR IRRIGATION DETAILS CONTRAG TOR/OPERATOR SHALL ONLY APPLY SUFFICIENT J.AIATER TO PROMOTE HEALTHY 0ROr'lTH OF THE PLANT MATERIAL. AT NO TIME J.AIILL THE CONTRACTOR/OPERATOR APPLY V'!A TER AT A RA TE OR FREQUENG Y J.AIHI CH CAUSES RUNOFF OR SOIL SATURATION. I I ' ~ ---------9/4-"-1 I 11/4", ............ ,., .. "'""'~""-·"" --7, , · · tl't➔' ! 3/4" 3/4" Bl 11/2" 46.8 CJ 'B/4" /4" ~ 3/4" I e t . 1/211 I t I t I t I t I f 1/2" 1/2"1 ....... ,-·······-·"'""'-·'·····-,j I I ·1------ ~ I" ... T .. . , ......... .1J.::.•,.l .. 1----- I - I" 1 3/4" I ·······l ... 5/4" ······-·· I . --"""t.,; 0 ) MONUMENT SIGN PAS 0 DEL NORTE A31 ASO STORM DRAIN A2C\ 11/2" 11/2" MANHOLES 11/2" & 434 41.8 38.q SLEEVE AT POTABLE/DOMESTIC LINE CROSSIN& PIPE SIZING GHART (GP"-1) OIA G-iaMI 200 Soh 40 Claff, ;3,IS 1/.:;1" 0-,, .3-/4" .,_,, &--8 Q-'I ,. 12-16 -.~is <:f-14 ---I 11.4ft 11-26 14--:,S, 1-4-.2.+ I 1/..l~ a1-"6 a4-!>a 24-"" ~" 61-!;1 ~cl-59 :,0-59 G;..~~~r------u---u---, . ...,----t-------,_,---------,_,---------+--------, __ .----, ' ~~~z:SH:=E:E:T~~:=~::S~.,;dc~-::5=H-E_E_T~1-2~ SHEET 1sjj'~1 - o/l'iHt=IF"T I 0 ~ ru 1 0 S 10 20 40 KEY MAP A28 2" 51,q DELORENZO INCORPORATED Planning Landscape Ardli:tBCblre -1775 Hancock Street Suite 150 San Diego, CA 92110 619•295•&115 Fu: 619•297•23o4 - A21 11/2" 38.0 ~~ ~ • e.._~•:..tf1-J-* ~~ A25 I" 18.0 GENERAL NOTES, I. LOCATION OF ALL MAINLINES ARE DIAG,RAMMATIG AND SHOV'lN FOR CLARITY. LOCATE IN PLANTING, AREAS 2. ALL MAINLINE:5 AND LATE:RAL LINE:5 BE:NE:ATH PAVING, SHALL BE SLEEVED V'lHETHER SHOV'iN OR NOT ON THE DRAV'ilN6S. 3. ALL PORTABLE POTS AS 5HOV'!N ON THE PLANTIN6 PL.ANS SHALL BE HAND V'iATERED. A23 11/2" 34.4 A22 11/2" 32.4 A21 2" 50.0 "AS BUil T" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. Tln.E R[Vll:WED BY: INSPECTOR DAT£ DAT£ ~ CITY OF CARlSBAD SHEETS i---------r--r----------------+---+--+---+---1 LllJ PLANNING DEPARlMENT 5 7 i------t-------t------------~-+---+-~,1----~--1-----1 ~IR;R~IG;;A~T;ION;;;;:::;P;L:;A~NS~F~O~R=, ==========:::i:~i~~~;~ DA TE INl11AL DA TE INITIAL DA TE INITIAL EN~NEER OF WORK REVISION DESCRIPTiON CARLSBAD COMPANY STORES DWN. BY: M.Silva CHKD BY: ~!l=.M~. _ RVWD BY: PROJECT NO. DRAWING NO. SOP96-03 351-9L H: \950.)9-01 \IRRIGA\CSIR-6X.DWG --,=---,--~:::::···· _,.~--~ TYPICAL SITE DOMESTIC ~TER LINE -- Al 32.1 nmn "j ~ I +! ~· F 1111:2" .... SEE IRRl5ATION PLANS 333-2N (CARLSBAD DRA~ING No) FOR SLOPE IRRl6ATION THIS AREA ...... "t ----· \ "" -M •••••••"•••• ••• .... -.,~,~· --·-·-- .. ---~-=-•"<'=---• -_,_ ' :::,.=• ,.,~ .. ~~ .. .-~ ..... ,,.,,,.~, .. ,,i"-'""''"'""""'" ' ' I I I ----------M----------·-·-·-·-@ -----4•· MAINLINE -RECLAIME:D i"IATI:R ---7'( \)""1 1-w WI :r IJ) w z _J :r I () I- <{ I l: f"""""'""""'"" • --c.. .. ········ i I I Pl SIZING TYPICAL AS sour E INS ALL REMOTE CO TROL VAL . S INS DE PLANTER ARE: S ---·-·--·-·-·-~---· 3/4" FOR CLARITY MAINLINE: VALVES ARE SHO~N IN PAVED A AS. LOCATE i"IITHIN LIMITS OF PLANTI . AREAS. lb -=-.,_,.,,,,__ -~----' ----i [ "' · . --·· -T ···.--•· .. "'---.J .......... :.::'"· ·······~···· --':. -.~7or--JL I Jh, -H,L--~-- * '2' 9 '4" ,----[□- SLEEVING ACCESS VAULT SEE IRR16ATION DETAILS ··--·~-c-...-. ·-· .-· .. : . -· ....... : .. _., .. ,-1 __ .. ,···--; I ... .., .... ------·----. 1oJ-.. ··· .• -T--~ X-=· . -~ ~'.; .~ : -:;;;.t--:t-:-::-:-:;:-i::t-:=-==-cJ::=f::;;:c,-::~··=1"·· c::. ··=-·········c-:······ ::-c-:·"'rri··· ·=_.,-,· ·~===::::,-+------,-i.,.,. -. ~ ~ ~ -4¥-,_...;ir,-c:;-,,r,:.._J.....:,E'· ~~~~;~:-~· ~=B~/=" ~I '.r="-=-··=· =t=·t--=···=" =·=t··r=-=-·=~-·=·~-~t;--=-;--=-;:=tl---=-;----=~~-=~----=----=---=:twl----,l_~· .. ·~.--... ,-.,.-.. __ -_ -= __ "-_ .. ········--······- TER I ..................... r ,,,,... ; I ili=f""ct""===1='H'-__,...'.I'. + ...... ,........... ATER I --···--·-..•.••• , __ X-==::::;Ee-::: = = I = = = = ~ i ++---t: =-=!c-f=~ =-=±.:±-==--t :::,~:l-::;'1-,;;,: ~-"'~--.. --... ____ ~:{ ~ t -~ -cc_:t. -4'--_u_l-+-'.-l!L'"'1---t_Ll_~-i.L~-/....._fLj..."~~,;-2~"jj-F~=~-f\2~,c_---~~ ... -.. ,. ... -, ...... -..... _)_ ...... -' .. +-··· ..... -........ -...... -', L ... L.,,-.. ,._-:_-=._-;_--+· _ ... _.--_-·:::;f:::_:::__---+--1-----' _ .. ----\~ ~ SEE SHEET 5 FOR IRRIGATION LEGEND SEE SHEETS 2-5 FOR IRRIGATION SPEC'S. SEE SHEETS 16-18 FOR IRRIGATION DETAILS ' I ------1 _Jiu,_·· -------Fn--::: ----~ 1:_1 T-"-:-_ Ja'_I ~~ __ --_: ---~-::~'---.~-·~··-··~·-· ~----'··~··-~·L_··; __ -/7L.--''-'----,:-:::-;j;Jr1\~ --.J::::i__· ·-•-s.,.,,J ..J ',,_L-_,_, . :.c;'.l,..-='----\"" ,~ 11 I I \ 1 \ ,\' !:>IA. 1/.2' ~/4' I" I 1/4" I lr.2" 2" ·~ -·s----I I I \ \ "-/ I \ \ MATC-HLINE -SHEET 10 ~ ~~ PIPE SIZIN6 CHART (6PM) CIQMo 200 Uh'4<> Claso 515 0-S ,,__,, •-e o-<l 12-16 q-_1, ◄-14 li-:2b 14-.:26 14-24 :n-u ;?4--~;i 24--C\C 31-51 99-~ "°""° ~l-"'14 '50-10 L::: ..... GENERAL NOTES, I. LOCATION OF ALL MAINLINf:S ARE DIA6RAMMATIC AND 5HO~N FOR CLARITY. LOCATE IN PLANTIN6 AREAS. 2. ALL MAINLINES AND LATERAL LINES BENEATH PAVING SHALL BE SLEEVED i"IHETHER SHoi"IN OR NOT ON THE DRAl"IINeS. B. ALL PORT ABLE POT5 A5 51-lOl"IN ON THE PLANTING PLANS 5HALL BE HAND i"IATERED. 5HEET "'I DELORENZO INCORPORATED IIIIBI ffi APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. llll.E RE:\IIEWEO BY: INSPECTOR lf) 1-w w :r lJ) "AS BUil T" DATE DATE C.ONTRAC. TOR/OPERATOR SHALL ONLY APPLY SUFFICIENT ¥'I.ATER TO PROMOTE HEAL THY GROV'lTH OF THE PLANT MATERIAL. AT NO TIME V'llLL THE C.ONTRAC.TOR/OPERATOR APPLY 1-'lATER AT A RATE OR FREQUENCY ¥'I.HIGH CAUSES RUNOFF OR SOIL SATURATION. ~ II,;!' a· ~-,e.;;;i: 10-100 Planning Landscape Amritecture ~ CTI y OF CARlSBAD SHEETS t---+----j--------------+-----l---1----1----1 L.ll_j PLANNING DEPARlMENT 5 7 :=:::::==:::'.....'.:::::::============-::t:::::.i..:=~ i !&Hf:3ET 10 20 40 -----KEY HAP - 1775 Hancock street Suite 150 S8ll Di"lo, CA 92110 619•295•5115 l'u: 619•297 •23M - DA TE INITIAL ENGINEER OF WORK DA TE INITIAL DA TE INITIAL REVISION DESCRIPTION IRRIGATION PLANS FOR, CARLSBAD COMPANY STORES DWN. BY: M.Sllvo CHkD BY: _,B_._.M,.___ RV'!IO BY: CMWfl96-C440 PRO.ECT NO. DRAWING NO. SDP96-03 351-9L rl: \95039-01 \IRRIGA \CS-IR-7.DWG MATGHLINE 0:. ' / ,1,-..,,,_ / /'~ ·~ C'.<, ' / 't~ 1/, ~, ~ & ~"½ ~~/' 1:) SEE SHEET 5 FOR IRRIGATION LEGEND SEE SHEETS 2-5 FOR IRRl6ATION SPEC'S. SEE SHEETS 16 -18 FOR IRRIGATION DETAILS CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT }"{ATER TO PROMOTE HEAL THY GRO~TH OF THE PLANT MATERIAL. AT NO TIME ~ILL THE CONTRACTOR/OPERATOR APPLY ~TER AT A RATE OR FREQUENCY ~HIGH CAUSES RUNOFF OR SOIL SATURATION. l J ~-/ .. ,., ...... , ...... ,.,. VAULT SEE IRRl6ATION DETA TYPICAL SITE DOMESTIC 1,';ATER LINE PIPE SIZING CHART (6PM) OIA. C-1.:.su 200 M,40 C,1~• 315 112• -0-0 - ~/4' e-11 ...., o-<I I" 12-16 ~-16 ~-14 I 1/4" li•:2fi 1-4-.2~ , ... -24 I lt..!" Z1-% ,2,4--,2 2,4-,0 2· ~1-e1 = ~ _:,i It::!" !'>e--&2 51-14 w-,o 9• . -i0-100 4• -. 1cio-1e,o 0 5 10 20 X ' 1,. Ii ,., ;;: 40 LOCATE MAINLINE IN PLANTING> AREA SHEET "I , 9 " ,I 11 4' 94" I I I MATGHLINE - I " I I ----------- 5 /4 ') I " I" ~ 5/4" II 11/4,, -, SHEET 15 9/4" 11/4" / Al2 11/2" 55.8 AIO 11/2" 42h LOCATE MAINLINE IN PLANTIN& AR.EA A8 11/2" 42h SLEEVE AT POTABLE/DOMESTIC LINE CROSSIN& Al 11/2" 48.1 ~ () Rl<SHT OF" AAY LINE (TYPJ 5/4" ,9/4" I SHEET 12 f.HEE:T 10 SHEET II ------- I I KEY MAP Al5 11/2' 42.8 Al4 11/2" 45.0 AIS 11/2" 44.5 DELORENZO INCORPORATED Planning Landscape Armitecture -1 Tl'5 Hancock Sb-eet Suite 150 San Dlqo, CA 92110 619•295•5115 Fu: 619•297•2354 - 6ENER.AL NOTI:5, I. LOCATION OF ALL MAINLINES ARE DIMRAMMATIC AND 5HOY'lN FOR CLARITY. LOCATE IN PLANTING> AREAS. 2. ALL MAINLINES AND LATERAL LINES BENEATH PAVING> SHALL BE 5LEEv'ED l,';HETHER 5HQ1,';N OR NOT ON THE: DRAi-'IIN65. 9. ALL PORTABLE POTS AS 5HOV'IN ON THE PLANTING> PLANS SHALL BE HANO i-'IATERED. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TillE ---------- ftE','IE\\£1l BY: INsPECTOR DATE ~ CflY OF CARISBAD ~-~-~----------------~--~-~-~LLl_J~ ___ P~_NI_NG_D_~_AA_™_~_T __ ~~ DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF YIORK REVISION DESCRIPTION IRRIGATION PLANS FOR• CARLSBAD COMPANY STORES APPROVED: ASSISTANT P OWN. BY: M.SDYO CHKD BY: ~8=.M~. _ Rw«l BY: CMWD96-C440 PROJECT NO. SDP96-03 ?-'/-o/7 DATE DRA\\1NG NO, 351-9L H, \95039-01\IRRIGA\CS-IR-8.D\l,IJ TYPICAL SlrE DOMESTIC V'IArEI'<. LINES SEE SHEET 5 FOR IRRIGATION LEGEND SEE SHEETS 2-5 FOR IRRIGATION SPEG'S. SEE SHEETS 16-18 FOR IRRIGATION DETAILS C.ONTRAG TOR/OPERA TOR SHALL ONLY APPLY SUFFIGIENT IAlATER TO PROMOTE HEALTHY G>ROIAlTH OF THE PLANT HATERIAL. AT NO TIME J,'IILL THE GONTRAGTOR/OPERATOR APPLY lAlA TER AT A RA TE OR FREOUENG Y r"lHI GH GAUSES RUNOFF OR SOIL SATURATION. PIPE SIZING C.HART (GPM) DIA. G-IC19& 200 ""' -40 ClaN ~I~ !/;l.ff o-,; 3/4' .,_,, ~_,,, o .... '" l::Ht> "'-ts "i'-14 I 1/4~ 1"1-;!& 04-2!0 14-.:M I 1/.2~ 21-~ _2.llj.-~.:i: 24-<l<> •" ~1--SI ~ "°"""° 2 1/2' !;e-.12 51-14 50-10 ,. i0-100 ~ ru 1 0 5' 10 5HEET4!" ----\ ~\ SHEET 15 KEY MAP DELORENZO INCORPORATED Planning Landscape Anmtecture -1775 Hancock street Suite 150 San Dle&o, CA 92110 619•295•5115 Fu:: 619•297•2354 - GENERAL NOTES, I. LOCATION OF ALL fY1AINLINES ARE DIAGRAfY11'1ATIG AND SHOY'!N FOR CLARITY. LOCArE IN PLANTIN6 AREAS. 2. ALL MAINLINES AND LATERAL LINES BENEATH PAVIN6 SHALL BE SLEEVED V'IHETHER SHOV'IN 01'<. NOT ON THE DRAll'IIN6'5. 3. ALL PORTABLE POTS AS 5HOll'IN ON THE PLANTING PLANS SHALL BE HAND "-ATER.ED. ~ .. .,., :11~~= * . . 7 Ot1te ~Qe~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIEWED BY: L. :s/44':_ _ _/ ...3·/f· 1.8 INSPECTOR DJ!A lE!!,.-----J l--+---+--------------1f----+--+------+-------I uTI Cfl'Y OF CARlSBAD ~LANNING DEPARTMENT DATE INITIAL ENGINEER OF WORK E:--1'\AIN :rCOIJl,JT REVISION DESCRIPTION b•ll-~l DA lE INITIAL DA TE INITIAL IRRIGATION PLANS FOR, £ CARLSBAD COMPANY STORES APPROVED: Dv.,J. BY: M.Sllva CHKD BY: _B.,.,M.,.___ RVW SY; P'ROJE'CT NO_ SDP96-03 .?½?7 DAlE ORAWING: NO_ 351 -9L CMWD96-C440 H: \95039-01\IRRIGA \CSIR-9X.DWG wi z I 1/2" 1/2" ! _l_ __ SEE SHEET 5 FOR IRRl&ATION LE&END SEE SHEETS 2-5 FOR IRRl5ATION SPEG'S. SEE SHEETS 14 6-18 FOR IRRl&ATION DETAILS GONTRAG TOR/OPERA TOR SHALL ONLY APPLY SUFFIGIENT V'IATER TO PROMOTE HEAL THY GROV'{TH OF THE PLANT MATERIAL. AT NO TIME V'!ILL THE GONTRAGTOR/OPERATOR APPLY ~ATER AT A RATE OR FREQUENGY ~HIGH GAUSES RUNOFF OR SOIL SATURATION. SEE IRRl6ATION Pl-ANS 333-2N (C.ARI-SBAD DRAY'IING No) FOR SI-OPE IRRl6ATION THIS AREA MATGHLINE - PIPE SIZIN6 CHART (6PM) DIA. Cl~:200 'lch""" c.lau::'115 1/2" 0-5 '3/4" fHI ~-1> o-• , .. 12-16 ':i'-13 t::1~14 I 1/4" !1-16 14-29' 14--.24 I 1/:2" 2"T•!:lb 2-4-~:Z _:,4-,,..:, 2" e,-s, SS-1'0 "°""° 211:2" se-e2 51-14 50-10 ... "T0-100 4" 100-ieo 0 5> 10 20 l:::: .... SHEET "I- V HE -r 40 4'2... WflET ~ A2 11/2" 4b.B KEY Jv!AP \ 1-0CATE MAINLINE IN PI-ANTIN6 AREA(TrP.) A5 11/2" 352 DELORENZO INCORPORATED Planning Land,ocape Aldrltecture -1775 BBil<>OCk Street Suite 160 San Dieeo, CA 92110 619 •295•6116 Fu: 619•297•2354 A4 11/2" 41.3 A3 11/2" 4B.2 \},II~ •-11£~ o. 'J} '\ Signal i., , w ::'l:1 Date q, \ . \ \ • \ . 6ENERAL NOTES, I. 1-0CATION OF ALL MAINLINES ARE DIA6RAMMATIC AND SHOY'IN FOR C.1-ARITr. LOCATE IN PLANTING AREAS. 2. AL.L. MAINI-INE5 AND 1-ATERAL LINES BENEATH PAVIN6 SHAL.L. BE SL.EEVED Y'IHETHER SHOll'lN OR NOT ON THE DRAY'IIN6S 3. AL.L. PORTABLE POTS AS SHOY'IN ON THE PL.ANTING PL.ANS SHAl-1-BE HAND 1/'lATERED. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIEWED BY: L, ;&,{,d______, .3/9·CJB --'=--'---'=c.__:__ ____ _ INSPECTOR CITY OF CARLSBAD PLANNING DEPARTMENT CARLSBAD COMPANY STORES APPROVED· -3-491 ,Z,/0.'fe,.@m,, 5-,S✓.//,:;.T ,••:O?//'/-.:/<'>NS 3-J . "AS;o,Sl°'ST"'AN"'T"P~:tfi~a=,s--------DATE l,4•.:;-za;;-<n~#H-<-';;::::--_hG::.::;::===c=-o~U-::t-.1:--:c,::-:-:.::..::.._::_:=-------+---+---l'1,,-:;....'-;. ,f-, · +41''..-,t,;~:e,~ ~=====:~ ~=-=-=-=-=--=--=--=--=--=--=--==-=-=-=-=-=-=-=-=-=: DAT[ INITIAL DATE INlllAL DA TE INlllAL ENGINEER OF WORK REVISION DESCRIPTION DWN. BY: M.Sll'w'O PROJECT NO. DRA'MNG NO. CHKD BY: ~B=-~~-_ RVWD BY: SDP96-03 351-9L CMWD96-C440 H \95039-01\IRRIGA \CS-IR-10 DWG --» rn 12' MIN. D s 5 >----- CD CONTROLLER. (2) CONTROL JAllRE. @) 120 VOLT JAllRE IN CONDUIT TO SUPPLY. @ COMMON JAllRE. @ Rl6ID CONDUIT -SCH. 80. @ JAlALL. G) FLOOR. @ UF. CONTROL JAllRES TO REMOVE CONTROL VALVES IN CONDUIT. @) RAIN 6AU6E SHUT OFF DEVICE. MOUNT ABOVE TOP OF JAlALL OUTSIDE MAINTENANCE ROOM. ([g SJAlEEP ELL -SCH. 80 -3" SIZE. NOTES: I. SEE INSTRUCTION MANUAL FOR MOUNTING INSTRUCTIONS. 2. ALL JAllRIN6 SHALL BE INSTALLED PER CODE. 3. 120 VOLT POJAlER TO BE COORDINATED JAllTH ROICC. 4. INSTALL JAllRIN6 IN CONDUIT FROM CONTROLLER TO MAINLINE. A AUTOMATIC, CONTROLLER NO SCALE NOTE, INSTALL CHRISTIE IDENTIFICATION TA6 AS SPECIFIED. CD PLASTIC VALVE BOX IAIITH PURPLE LOCKING> GOVER. @ 2" IN SHRUB AREAS. @) IAIATERTl6HT IAIIRE CONNECTORS. @ CONTROL IAIIRES, BUNDLE AND TAPE (IAl/24''MIN. EXTRA IAIIRE). @) REMOTE CONTROL VALVE. @ SOLENOID. r-{l-'+J G) PVC SCH 80 UNION. @ PVC SCH 40 FEMALE ADAPTER. @) PVC NON-PRESSURE PIPE. @ PVC SCH 80 NIPPLE(LEN6TH AS REQUIRED). @ 2X4 SRI GK OR CONCRETE BLOCKING>. @ PVC SGH 40 TEE (SxSxS) OR ELL (SxS) ON MA:NLINE. @) 4" MIN. Of PEA GRAVEL. Q3l PVC PRESSURE PIPE. D REMOTE GONTROL VAL VE NO SCALE 5 I-------, CD JAlATTS #llS LINE SIZE IAIYE STRAINER. @ REDUCED PRESSURE BACKFLOIAI DEVICE JAllTH 2 BALL VALVES. @) BRASS UNION. @BRASSELL (TYPICAL). @) BRASS BALL VALVES @ BRASS NIPPLE (TYPICAL). ~-----,4 -----, Cl Q) I CU.FT. CONCRETE THRUST BLOCKS (TYPICAL). IAIRAP PIPES ii'{/ 10 MIL. TAPE. SATURATE AND COMP AG T SUB-GRADE TO 90% PRIOR TO POUR. @ FINISH 6RADE. @) PVC MALE ADAPTER. @ BRASS PRESSURE REGULA TOR SET AT 110 PSI. NOTE, INSTALL PER G.M.IAI.D. STD. DIAl6. #JAl-20 B 1---_R_E_D_UG_ED_P_R_E_S_S_U_R_E ______ _ BAGKFLOV'! PREVENTER NO SCALE II>---~ CD 6" DIA. ROUND PLASTIC VALVE SOX JAl/PURPLE BOLT DOV'lN GOVER. @ 2" IN SHRUB AREAS. @ QUICK COUPLER VALVE. @ BRASS NIPPLE, LEN6TH AS REQUIRED. @ 4'' MIN. DEPTH GLEAN PEA GRAVEL. 1 E::> '---ie, @ BRASS STREET ELL, TYPICAL. (3 REQ'D) G) BRICK OR CONCRETE BLOGKIN6, TYPICAL. @ BRASS NIPPLE 6 11 MIN. LEN6TH. @) PVC SCH 40 TEE OR ELL. @ PVC MAIN LINE, DEPTH AS REQUIRED. @ 36" MIN. LEN6TH #4 REBAR STABILIZER, ATTACH JAl/TIAIO (2) STAINLESS STEEL BANDS. E QUI GK COUPLER VAL VE NO SCALE DELORENZO INCORPORATED ,-~~, Planning Landscape Amrlt.eclnre -1775 Hancock Street Suite 1M S,w Diego, CA 92110 619•295•5115 Fu: 619•297•2354 - CD PLASTIC VALVE BOX JAllTH PURPLE BOLT DOJAlN GOVER. (2) CONTROL JAllRE IAIITH 24" EXPANSION COIL. @ FINISH GRADE. @ JAlATERTl6HT CONNECTORS. 2 s 1 @ SCH. 80 UNION AND NIPPLES (TYPICAL). @ 4" MIN. PEA GRAVEL. G) BRICK OR CONCRETE BLOCKIN6. @ MAINLINE -SEE TRENGHIN6 DETAIL. @ 6" MINIMUM. @ MASTER CONTROL VALVE. G MASTER CONTROL VAL VE F //~ ~ --~~ ff!.17'·; ,\, ,,,, ' ,. * 1.-~ ...,_,. _,,, * Date ' ~Q,~ NO SCALE 8 (D MIN. 10" DIA. ROUND GREEN PLASTIC VALVE BOX V'l/ PURPLE SOLT DOIAIN GOVER. @ I" IN LAV'lN AREAS 2" IN ' GROUND GOVER AREA. ® BRASS BALL VAL VE. ® INTEcSRAL UNIONS. ® PVC SCH. 40, 45% ELL (TYP.) ® PVC PRESSURE MAINLINE PIPE. 0) 4" MIN. PEA GRAVEL @ 2" X 4 "BRICK OR CONCRETE SLOGKIN6. ® DEPTH-SEE TRENCHING DETAIL. @ PVG SCH. BO NIPPLE. BRASS BALL VAL VE NO SCALE "AS BUILT' APPROVED FOR PLANTING AND IRRIGATION ONLY, Tlll..E INCLUDING PRECISE RE'.1EWED BY: LOCATION OF PLANTING AREAS. INSPECTOR CT[] Ul'Y OF CARLSBAD 6 PLANNING DEPAR1MENT IRRIGATION DETAILS FOR• DATE DATE .s . SHEETS >A~ 57 , \.... J- CARLSBAD COMPANY STORES /? / -,, APPROVED: /% ./ /,/ jL '/.,;--3-¥-97 ASSISTANT PL.ARNING DIRECTOR DATE 9.z.,n "' ";',-IP'F'T C.OU IJ1 ,-11-'f l.12. DATE INITIAL DATE DATE INITIAL DVtN. BY: PRO.ECT NO. O~AWING NO. INITIAL CHKD BY: ENGINEER a; WORK REVISION DESCRIPTION RVWD BY: SDP96-03 351-9L CMWD96-C440 h, \95039-01 \ TTL-DTL \CS-DET1 .DWG 0 \ CD POP-UP ROTOR HEAD V'-1/ PURPLE GAP. (3) FINISH GRADE. @ HEADS TO BE PLACED HIN. 4" CLEAR OF ALL HARDSGAPE SURFACES. @ STREET ELL, TYPICAL. (3 REQ'D). @) PVC SCH 80 NIPPLE, 6" HIN. LENGTH. @ PVC SCH 40 TEE SxSxT. G) PVC LATERAL, LINE, SIZE AS NOTED ON PLAN. @ DEPTH-SEE SPECIFICATIONS_ (3) IN-LINE CHECK VALVE AS INDICATED. A FOP UP ROTOR HEAD NO SCALE CD SUPPLY LINES 3" IN DIAMETER AND LARGER SHALL RECEIVE CONCRETE THRUST BLOCKS AT ALL CHANGES IN DIRECTION. @ TEE SHALL BE CONCRETE BLOCKED ON ALL THREE SIDES. NOTE, I. CONCRETE SHALL BE 410-C-2000. @ MINUHUM OF 6" OF CONCRETE SHALL BE POURED ON VIRGIN OR COHPAGTED SOIL BENEATH EACH INSTALLATION. 2.ALL MAINLINE TO BE INSTALLED AND TESTED ACCORDIN6 TO MANUFACTURER'S INSTALLATION SPECIFICATIONS. 3.REFER TO DETAILS FOR TRENCH DEPTH AND V'-IIDTHS. D G TYPIGAL THRUST BLOGKS NO SCALE CD ROOTBALL. @ GROJ/'lN-1" ABOVE FINISH GRADE. @ FINISH GRADE. @ UNDISTURBED SOIL. @ 4"¢ PERFORATED PIPE (2 PER TREE FLUSH V'-1/GRADE). @ 3/8" CRUSHED GRAVEL. G) BUBBLER (IN PIPE), 2 PER TREE. @ 6"¢ AUGER HOLE/3' DEEP. (5) 3/8" CRUSHED 6RAVEL. TREE DEEP Y'!ATERING DETAIL NO SCALE ~ ,----------\ 2 CD POP-UP SPRAY HEAD Jl'l/ PURPLE GAP. @ STREET ELL, TYPICAL. (3 REQ'D). @) SCH_ 80 NIPPLE, 6" HIN. LENGTH. @ FINISH GRADE. @ SPRAY HEADS TO BE 4" CLEAR OF ALL HARDSCAPE SURFACES. @ PVG SCH. 40 TEE SxSxT. CJ) PVG LATERAL LINE. @ DEPTH-SEE SPECIFICATIONS. B FOP-UP SPRAY HEAD NO SCALE CD HUL Tl-OUTLET DRIP EMITTER. @ OLSON 1302 DISTRIBUTION TUSING. @ OLSON BUG GAP. @ PVC SCH 80 RISER (LENGTH AS REQUIRED). @) 6" ROUND PIT VALVE BOX V'-IITH PURPLE BOLT DOJ/'lN TOP. @ BRICK OR CONCRETE SUPPORTS ON UNDISTURBED SUBGRADE. C!) PEA GRAVEL SUMP -6" DEPTH. @ PVC SCH 40 THREADED GAP. G) PVC SCH 40 ELL (ST). @ PVC SCH 40 TEE (SST). @ PVC NON-PRESSURE LINE. @ 2" BELOV'-1 FINISH GRADE. @) 2 11 LAYER OF BARK MULCH. 8) SET TOP FLUSH J/'llTH BARK. (@ EMITTER ACCESS BOX V'-1/ PURPLE GOVER. <@) OLSON 6185 TUBING ST AKE. (!] LOCKIN0 TIE. E MUL Tl-OUTLET DRIP Y'!/END FLUSH GAP NO SCALE DELORENZO INCORPORATED Planning Landscape Aidiitecture -1775 Hancock Sheet Suite 150 San Diego, CA 92110 Fu:: 619•297•2364 - r------~~---i I x <( -----@ I -('j @l >k-------- CD SPRAY HEAD. @ PVC SCH_ 80 NIPPLE. @ FINISH GRADE. @ STREET ELL, TYPICAL. @ 1/2" PVC SGH. 80 NIPPLE, 0" HIN. LENGTH_ @ PVC SCH. 40 TEE SxSxT_ G) PVC LATERAL LINE. @) DEPTH-SEE SPECIFICATIONS. 0) 24" MIN. #3 REBAR STABILIZER, ATTACH V'-1/(2) STAINLESS STEEL BANDS. NOTE, ALL HEADS TO BE KEPT A HIN_ OF 12" FROM ANY HARDSCAPE SURF AGE. C SPRAY HEAD ON RISER NO SCALE 5 CD SCREEN FILTER (SEE LEGEND). @ VALVE BOX (SEE SPECS.). @ PVC SCH 40 FEMALE ADAPTER (TYP.)_ @ 4" MIN_ OF PEA GRAVEL. @) PVC NON-PRESSURE LINE. NOTE, @ FINISH GRADE. G) I" IN TURF AREAS; 2" IN SHRUB AREAS. @) BRICK OR CONCRETE SUPPORTS ON UNDISTURBED SUB6RADE. G) SEE TRENCHING DETAIL FOR DEPTH. @ SGH. 80 UNION AND NIPPLES (TYPICAL). VALVE BOX LIDS TO BE PURPLE, BOLT DOIi-iN TYPE FOR RECLAIMED Y'IATER SYSTEMS. F DRIP IRRIGATION SGREEN FILTER NO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" mu _______ _ RE"1~ BY, INSPECTOR t----t--+------------+--+----+--+--------l IRRIGATION DETAILS FOR, DATE D CARLSBAD COMPANY STORES ENGINEER OF WORI( . i-'11 -v~eer c.our--tr .,.11• L.f> r-----::c--cDA--=TE~IN=ITl-,-AL-t'-"-~=~~..e.._...-----+--DA-TE-+-IN-ITl-AL--1"-'D.:...A TE~IN=IT:::_IA----lL DWN. BY, -- R EVI Si ON DESCRIPTION = :~: --PRO..ECT NO. SDP96-03 DRAYANG NO. 351-9L CMWD96-C440 H, \950.39-01\Tll.-DTI. \CS-DET2.DWG ;" (i ~ w --I N :;f_ z 1: <( \l) ~ a Ii z ill <( ~~ <( - -I N \fl \fl z z <( <( ~~ . = -q-<() N - 2 '. I <() - CD COMPAG T BACKFILL TO APPROXIMATE GOMPAGTION OF SURROUND I N6 GRADE TO PREVENT DEPRESSION AFTER SETTLING. @ FINISH SURFACE. @ NON-PRESSURE LATERAL LINE. @) PRESSURE MAIN LINE. @) DIRECT BURIAL, LOll'-i VOLT AGE CONTROL 11-ilRES, BUNDLE AT 10 FT. O.C. HARD V'IIRE AT CONTROLLER. @ RECLAIMED 11-iATER V'IARNING TAPE PER SPECIFICATIONS. NOTE, CD HARDSGAPE SURFACE, SEE PLANS. @ GLEAN BACKFILL AS REQUIRED. REFER TO ENGINEERING PLANS FOR SPECIFIC. MATERIAL AND COMPACTION REQUIREMENTS. @ GLEAN SAND. @) LATERAL LI NE 11-i/ SLEEVE. @) PRESSURE HA IN LI NE 11-i/ SLEEVE. @ CONTROL JlilRES OR CONTROLLER HARD 11-ilRE SLEEVE. G) MIN. DEPTH: 12" -LATERALS UNDER 11-iALKS. CD 0 "10 CJ) RECLAIMED V'IATER V'IARNING TAPE ATTACHED TO MAINLINE AT 5'-0" O.C. PER SPECIFICATIONS. ALL SLEEVES TO BE PVC. SCH. 80 AND TV'{IGE THE DIA. OF THE V'{QRKING PIPE 18" -HAINS AND 11-ilRING UNDER JliALKS. 50" -UNDER DRIVEV'-iAY AND STREETS. 6" HIN NOTE, SEE SLEEVING DETAIL FOR TRENCHING IN PAVED AREAS. ALL SLEEVES TO RLJN A MIN. OF 12" BEYOND HARDSGAPE EDGES. GLEAN BACKFILL MAY BE SUBSTITUTED FOR SAND UNDER 11-iALKS AND DRIVES. @ 11-iARN I NG TAPE OVER PRESSURE LINES. @) RECLAIMED JliATER 11-iARNING TAPE ATTACHED TO MAINLINE AT 5'-0" O.C. PER SPECIFICATIONS. (A'\A f---T_R_E_N_C_H_I_NG _________ _ \!::;} NOSGALE ®.____S_L_E_E_V_IN_G _________ _ NO SCALE 4)---.J '--------' 5 CD STREET SURFACE. @ POTABLE HAINLINE. (SEE CIVIL DRAll'-ilNGS.) @ 12" HIN. REQUIRED VERTICAL SEPARATION. @ RECLAIHED V'IATER IRRl6ATION MAINLINE. @) SLEEVE. NOTE, ALL RECLAIMED V'!ATER IRRIGATION PIPE AND SLEEVES SHALL BE SCHEDULE 80( GREY) AND LABELED AS SPECIF I ED IN THE CITY OF CARLSBAD STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS -RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED (NON POTABLE) J/'.lATER SERVICE. 2 z 'I- N CD SIDEll'-iALK. @CURB. @ METER BOX 11-i/HETER. @) POTABLE SERVICE LINE. @) RECLAIMED 11-iATER IRRIGATION MAINLINE 11-i/SLEEVE. 10' MIN. TO POTABLE MAINLINE IN STREET NOTE, VERTICAL CLEARANCE OF 12" MIN. 15 MANDATORY HHEN CROSSING PATH OF A POTABLE V'IATER LINE. INSTALL RECLAIMED V'IATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEV'IALK TO PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET. D _F_O_T_A_B ___ L_E_M_A_IN_L_IN_E_C_R_O_S_S_I_NG_S_E_C_T_I_O_N NO SCALE E POTABLE SERVICE LINE CROSSING NO SCALE 6 5 ,, (2) 1-1/2" ALUMINUM FRAME C-1¼1ToM f'O~W C.OVE:.l<-PE:R. 3 3' 6" >< 2' (1/4" Tl IIGKHESS) ALU~11HU~1 GO'v'ER ~-Pei.AIL. 10/Ao.12- @ PREGAST CONCRETE BELOll'-iGRADE BOX @ CONCRETE BLOCKING> AT BOX CORNERS @ IRRl0ATION MAINLINE SLEEVING> - SIZE PER. PLAN G) IRRl0ATION HAINLINE - SIZE PER. PLAN @) 3" LAYER OF PEA 0RAVEL @ GOHPAG TED SUB-GRADE DELORENZO INCORPORATED .. Planning Landscape Anhlt.ecture -1775 Hancock street Suit.. 150 San Die,o, CA 92110 619•295•51 HI Fu: 619•207•23M - C F • D8 • f"' °" ,.or ~ ~"J"if~ ~\ ·~ "" * -z_. -Y✓ * Dll1♦ ~~~ .. I %,-% 2 15° _60-% I 3 5 15° I ,v@ I I I CD LOCATION AND ANGLE OF IRRIGATION HEAD. @ TOP OF SLOPE. @ MIDDLE OF SLOPE. @) BOTTOH OF SLOPE. @) SLOPE FINISH GRADE. SLOPE HEAD PLAC.EMENT NO SC.ALE ® CD 11-iATERPROOF 11-ilRE CONNEGTOR/S. @ 2 FT MIN. SPARE 11-ilRE. @ PVC SGH 40 GAP (THREADED). @ PVC SCH 80 NIPPLE (LENGTH AS REQ'D). 6 @) PVC SCH 40 FEMALE ADAPTER. @ PVC. PRESSURE PIPE. G) BRICK OR CONCRETE SUPPORTS (HIN. ONE PER SIDE). @) I GU.FT. HIN. PEA 0RAVEL SUHP. @ UNDISTURBED/COMPACTED SUB0RADE. @ FLUSH 11-i/FINISH GRADE IN TURF; I'' ABOVE FINISH GRADE IN SHRUB AREA. @ SEE SPECS. FOR DEPTH. @ 10" DIA. ROUND PLASTIC VALVE BOX (PURPLE GOVER). PIPE AND ~IRE STUB-OUT NO SCALE "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, llTI_£ INCLUDING PRECISE ~EVIEWED BY: LOCATION OF PLANTING AREAS. INSPECTC>< DATE DAlE , . ~ SHEETS I 1H8T I Cfl'Y OF CAfU8BAD ~ 57 t· ' I I' PLANNING DEPARlMENT IRRIGATION DETAILS FOR• CARLSBAD COMPANY STORES """ APPROVED: '7CJ • ~ 3-4-f._7 ASSISTANT PLANNING DIRECTOR DATE G 5LEEVIN6 ACCESS VAULT (MALL AREA) 4-"t.·"11 f>M Dl:'.."tA I l.. R~l/1"'7101-.1 ll'I.. /'01-1~, C.OUNT 6-11· 1 I t.:P-:, NO SCALE DATE DATE DATE INlllAL OWN. BY, PROJECT NO. ORA\\1NG NO. INlllAL INITIAL CHKD BY, REVISION DESCRIPTION RV\\D BY, SDP96-03 351-9L ENGINEER OF WORK CMWD96-C440 H: \Q5039-01 \ TTL-DTL \CS-DET3.DWG • I SECTION 02900 • LANDSCAPE WORK PART 1 • GENERAL 1.1. RELATED DOCUMENTS 1.1.1. DRAWINGS ANO GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS ANO DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. 1.2. SUMMARY: 1.2.1. THIS SECTION INCLUDES PROVISIONS FOR THE FOLLOWING ITEMS: TREES. SHRUBS. PLANTS. GROUNDCOVER. SOIL AMENDMENTS. FINISH GRADING. HYDROSEEDING MAINTENANCE PERIOD. 1.2.2. RELATED SECTIONS: THE FOLLOWING SECTIONS CONTAIN REQUIREMENTS THAT REL.ATE TO THIS SECTION. 1.2.2.1.. UNDERGROUND SPRINKLER SYSTEM IS SPECIFIED IN "POTABLE IRRIGATION SYSTEM" AND 'RECLAIMED WATER IRRIGATION SYSTEM" SECTIONS. 1.3. QUALITY ASSURANCE: 1.3.1. THE CONTRACTOR SHALL SPECIALIZE IN LANDSCAPE WORK AND POSSESS ALL LICENSES AND PERMITS REQUIRED TO PERFORM THE WORK INCLUDING PEST CONTROL APPLICATOR'S AND C-27 LANDSCAPING LICENSES. 1.3.2. SOURCE QUALITY CONTROL: 1.3.2.1. GENERAL: SHIP LANDSCAPE MATERIALS WITH CERTIFICATES OF INSPECTION REQUIRED BY GOVERNING AUTHORITIES. COMPLY WITH REGULATIONS APPLICABLE TO LANDSCAPE MATERIALS. 1.3.22. DO NOT MAKE SUBSTITUTIONS. IF SPECIFIED LANDSCAPE MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON-AVAILABILITY TO LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT SHALL SPECIFY ALTERNATE MATERIAL. CITY INSPECTOR MUST APPROVE ALL SUBSTITUTIONS. 1.3.2.3. ANALYSIS AND STANDARDS: PACKAGE STANDARD PRODUCTS WITH MANUFACTURER'S CERTIFIED ANALYSIS. FOR OTHER MATERIALS, PROVIDE ANALYSIS BY RECOGNIZED LABORATORY MADE IN ACCORDANCE WITH METHODS ESTABLISHED BY THE ASSOCIATION OF OFFICIAL AGRICULTURE CHEMISTS, WHEREVER APPLICABLE. 1.3.2.4. TREES, SHRUBS, AND PLANTS: PROVIDE TREES, SHRUBS, AND PLANTS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY SHOWN AND SCHEDULED FOR LANDSCAPE WORK AND COMPLYING WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI 260.1 'AMERICAN STANDARD FOR NURSERY STOCK". PROVIDE HEALTHY, VIGOROUS STOCK, GROWN IN A RECOGNIZED NURSERY IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE AND FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN-SCALD, INJURIES ABRASIONS, OR DISFIGUREMENT. ' 1.3.2.5. WHERE FORMAL ARRANGEMENTS OR CONSECUTIVE ORDER OF TREES OR SHRUBS ARE SHOWN, SELECT STOCK FOR UNIFORM HEIGHT AND SPREAD. 1.3.2.6. SELECTION: THE LANDSCAPE ARCHITECT MAY CHECK TREES AND SHRUBS EITHER AT PLACE OF GROWTH OR AT SITE BEFORE PLANTING, FOR COMPLIANCE WITH REQUIREMENTS FOR GENUS, SPECIES, VARIETY, SIZE, AND QUALITY. THE CONTRACTOR SHALL SUBMIT PHOTOGRAPHS TO LANDSCAPE ARCHITECT OF TYPICAL TREES (15 GAL. AND LARGER CONTAINER SIZES) FOR LANDSCAPE WORK. LANDSCAPE ARCHITECT RETAINS RIGHT TO FURTHER CHECK TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. 1.4. SUBMITTALS: 1.4.1. GENERAL: SUBMIT THE FOLLOWING IN ACCORDANCE WITH CONDITIONS OF CONTRACT AND DIVISION 1 SPECIFICATION SECTIONS. 1.4.2. PLANT AND MATERIAL CERTIFICATIONS: 1.4.2.1. CERTIFICATES OF INSPECTION AS REQUIRED BY GOVERNMENTAL AUTHORITIES. 1.4.2.2. MANUFACTURER'S OR VENDOR'S CERTIFIED ANALYSIS FOR SOIL AMENDMENTS ANO FERTILIZER MATERIALS. 1.4.2.3. LABEL DATA SUBSTANTIATING THAT PLANTS, TREES, SHRUBS ANO PLANTING MATERIALS COMPLY WITH SPECIFIED REQUIREMENTS. 1.4.2.4. SEED VENDOR'S CERTIFIED STATEMENT FOR EACH SEED MIXTURE REQUIRED, STATING BOTANICAL AND COMMON NAME, PERCENTAGES BY WEIGHT, AND PERCENTAGES OF PURITY, GERMINATION, AND WEED SEED FOR EACH SEED SPECIES. 1.4.3. SOIL TESTING: 1.4.3.1 UPON COMPLETION OF GRADING OPERATIONS, SUBMIT ONE REPRESENTATIVE SOIL SAMPLE FOR EACH DIFFERENT SOIL TYPE ANO CONDITION FOR AGRICULTURAL SUITABILITY TESTING. SOIL SAMPLES SHALL REPRESENT A CROSS SECTION OF SOIL CONDITIONS PRESENT AT THE SITE. 1.4.3.2. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY PRE-APPROVED BY THE CITY. TESTS SHALL INDICATE ORGANIC MATTER CONTENT; N, P, K; PH; EC; SOIL TEXTURE; RECOMMENDATIONS FOR AMENDMENTS, LEACHING AND MAINTENANCE FERTILIZATION. 1.4.3.3. SOIL TEST RESULTS AND RECOMMENDATIONS OF THE LABORATORY SHALL BE SUBMITTED TO THE CITY AND THE LANDSCAPE ARCHITECT FOR INCORPORATION INTO THE PLANS. 1.4.3.4. PRODUCTS SPECIFIED BY PRODUCT NAME BY THE SOILS TESTING LAB IN THE RECOMMENDATIONS MAY BE SUBSTITUTED WITH 'OR EQUAL" PRODUCTS APPROVED BY THE CITY. 1.5. DELIVERY, STORAGE AND HANDLING: 1.5.1. PACKAGED MATERIALS: DELIVER PACKAGED MATERIALS IN CONTAINERS SHOWING WEIGHT, ANALYSIS, AND NAME OF MANUFACTURER. PROTECT MATERIALS FROM DETERIORATION DURING DELIVERY, AND WHILE STORED AT SITE. 1.5.3. 1.5.4. 1.6. TREES AND SHRUBS: DO NOT PRUNE PRIOR TO DELIVERY UNLESS OTHERWISE APPROVED BY LANDSCAPE ARCHITECT. DO NOT BEND OR BIND-TIE TREES OR SHRUBS IN SUCH MANNER AS TO DAMAGE BARK, BREAK BRANCHES, OR DESTROY NATURAL SHAPE. PROVIDE PROTECTIVE COVERING DURING DELIVERY. DO NOT REMOVE CONTAINER-GROWN STOCK FROM CONTAINERS UNTIL PLANTING TIME. JOB CONDITIONS: 1.6.1. UTILITIES: DETERMINE LOCATION OF UNDERGROUND UTILITIES AND PERFORM WORK IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE. HANO EXCAVATE, AS REQUIRED. MAINTAIN GRADE STAKES SET BY OTHERS UNTIL REMOVAL IS MUTUALLY AGREED UPON BY PARTIES CONCERNED. 1.6.2. EXCAVATION: WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, NOTIFY LANDSCAPE ARCHITECT BEFORE PLANTING. 1.7. SEQUENCING AND SCHEDULING: 1.7.1. PLANTING TIME: PROCEED WITH, AND COMPLETE LANDSCAPE WORK AS RAPIDLY AS PORTIONS OF SITE BECOME AVAILABLE. WORK SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. 1.7.2. COORDINATION WITH GROUNDCOVERS: PLANT TREES AND SHRUBS AFTER FINAL GRADES ARE ESTABLISHED AND PRIOR TO PLANTING OF GROUNDCOVERS , UNLESS OTHERWISE APPROVED BY LANDSCAPE ARCHITECT. IF PLANTING OF TREES AND SHRUBS OCCURS AFTER GROUNDCOVER PROTECT GROUNDCOVER AREAS AND PROMPTLY REPAIR DAMAGE TO GROUNDCOVERS RESULTING FROM PLANTING OPERATIONS. 1.8. SPECIAL PROJECT WARRANTY; 1.8.1. WARRANTY GROUNDCOVERS THROUGH SPECIFIED MAINTENANCE PERIOD, AND UNTIL FINAL ACCEPTANCE. 1.8.2. WARRANTY SHRUBS FOR A PERIOD OF 120 DAYS AFTER DATE OF FINAL ACCEPTANCE. 1.8.3. WARRANTY TREES, FOR A PERIOD OF ONE YEAR AFTER DATE OF SUBSTANTIAL COMPLETION, AGAINST DEFECTS INCLUDING DEATH, POOR GROWTH OR FORM. 1.8.4. REMOVE AND REPLACE TREES, SHRUBS, OR OTHER PLANTS FOUND TO BE DEAD OR IN UNHEALTHY CONDITION DURING WARRANTY PERIOD. MAKE REPLACEMENTS WITHIN 14 CALENDAR DAYS OF NOTIFICATION. REPLACE TREES AND SHRUBS WHICH ARE IN DOUBTFUL CONDITION AT END OF WARRANTY PERIOD; UNLESS, IN OPINION OF LANDSCAPE ARCHITECT, IT IS ADVISABLE TO EXTEND WARRANTY PERIOD FOR A FULL GROWING SEASON. 1.8.5. ANOTHER WARRANTY SITE OBSERVATION VISIT WILL BE CONDUCTED AT THE END OF EXTENDED WARRANTY PERIOD, IF ANY, TO DETERMINE ACCEPTANCE OR REJECTION. REPLACEMENT SHALL BE THE PLANTS USED FOR SAME KIND AND SIZE AS SPECIFIED FOR LANDSCAPE WORK. REPLACEMENTS SHALL BE FURNISHED, AND PLANTED AS ORIGINALLY SPECIFIED, PART 2 • PRODUCTS 2.1. SOIL AMENDMENTS: 2.1.1. ORGANIC SOIL AMENDMENT SHALL BE A BLENDED COMMERCIALLY PROCESSED SOIL CONDITIONER CONSISTING OF AN ORGANIC- BASED CONDITIONER, PREPARED BY MIXING A LIGHT, FRIABLE, SILICEOUS MATERIAL WITH NITROGEN-FORTIFIED, FINELY GROUND BARK, WOOD CHIPS ANO/OR SAW DUST. THE MATERIAL SHALL CONTAIN A LONG-LASTING FORM OF IRON AND SHALL BE WILBUR- ELLIS 'ORGANO-LIFE' SOIL AMENDMENT OR APPROVED EQUAL. 2.1.2. BARK CHIPS: BARK CHIPS SHALL BE FREE FROM DELETERIOUS MATERIALS ANO SUITABLE FOR TOP DRESSING CONSISTING OF CLEAN, GRADED PEA SIZE (1/4" -1/2") FIA OR PINE. 2.1.3. SHREDDED BARK MULCH: SHREDDED BARK MULCH SHALL BE FREE FROM DELETERIOUS MATERIALS AND SUITABLE FOR TOP DRESSING CONSISTING OF CLEAN, GRADED PIECES(1/2" -1-1/2") FIR OR PINE. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL. 2.1.4. COMMERCIAL FERTILIZER: COMPLETE FERTILIZER OF NEUTRAL CHARACTER, PER THE SOIL TEST RECOMMENDATIONS. FOR BIDDING PURPOSES USE 16-6-8. 2.1.5. PLANT TABLETS: AGRIFORM (20-10-5) BLUE CHIP TABLETS 5 OR 21 GRAM. 2.1.6. 2.1.7. 2.2. 2.3. 2.3.1. 2.3.2. 2.3.3. 2.3.4. IRON SULPHATE: IRON SHALL BE EXPRESSED AS METALLIC-DERIVED FROM SULFATE-DEEP GREEN (FES04•H20) A MINIMUM ANALYSIS OF 200% AND 98.3% RETAINED ON A 10 MESH SCREEN. GYPSUM: AGRICULTURAL GRADE GYPSUM SHALL BE A (CAS04•H20) CALCIUM SULFATE 94.3%. 90% SHALL PASS A 50 MESH SCREEN. PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF EXCAVATED SOIL FROM THE PITS AND SOIL AMENDMENTS AT THE RATE RECOMMENDED IN THE SOIL TEST RESULTS. THE FOLLOWING SCHEDULE IS FOR BIDDING PURPOSES ONLY: ON~SITE SOIL/ 6 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT/ 4 PARTS BY VOLUME COMMERCIAL FERTILIZER (16-6-8) / 1 LB. PER CU. YD. OF MIX IRON SULFATE/ 2 LBS. PER CU. YD. OF MIX PLANT MATERIALS: QUALITY: PROVIDE TREES, SHRUBS, AND OTHER PLANTS OF SIZE, GENUS, SPECIES, ANO VARIETY SHOWN ANO SCHEDULED FOR LANDSCAPE WORK AND COMPLYING WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI 260.1 "AMERICAN STANDARD FOR NURSERY STOCK." CONTAINER STOCK (1 GAL, 5 GAL, 15 GAL., BOXES) SHALL HAVE BEEN GROWN IN CONTAINER FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. TREES: PROVIDE TREES OF HEIGHT AND WIDTH SCHEDULED OR SHOWN AND WITH BRANCHING CONFIGURATION RECOMMENDED BY ANSI 260.1 FOR TYPE AND SPECIES REQUIRED,. UNLESS OTHERWISE SPECIFIED QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. PROVIDE SINGLE STEM TREES EXCEPT WHERE SPECIAL FORMS ARE SHOWN OR LISTED. SHRUBS: PROVIDE SHRUBS OF THE HEIGHT AND WIDTH SHOWN OR LISTED REQUIRED BY ANSI 260.1 FOR TYPE AND HEIGHT OF SHRUB REQUIRED. 2.4. 2.4. 1. GROUNDCOVER MATERIALS: SEED: PROVIDE FRESH, CLEAN, NEW-CROP SEED COMPLYING WITH TOLERANCE FOR PURITY ANO GERMINATION ESTABLISHED BY OFFICIAL SEED ANALYSTS OF NORTH AMERICA. PROVIDE SEED MIXTURE COMPOSED OF SEED SPECIES, PROPORTIONS ANO MINIMUM PERCENTAGES OF PURITY, GERMINATION, ANO MAXIMUM PERCENTAGE OF WEED SEED, AS SPECIFIED IN THE "SCHEDULE OF SEED MIXTURES" INDICATED ON PLANS. 2.4.2. PROVIDE GROUND COVER PLANTS ESTABLISHED ANO WELL ROOTED IN FLAT REMOVABLE CONTAINERS AND WITH NOT LESS THAN MINIMUM NUMBER AND LENGTH OF RUNNERS REQUIRED BY ANSI Z60.1 FOR THE POT SIZE SHOWN OR LISTED. 2.5. HYDROSEED COMPONENTS AND ADDITIVES: 2.5.1. MATERIALS: ALL MATERIALS SHALL BE STANDARD, APPROVED, FIRST GRADE QUALITY AND IN PRIME CONDITION WHEN INSTALLED. ALL COMMERCIAL PROCESS OR PACKAGING MATERIAL SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. 2.5.2. BINDER -AZ-TAC OR EQUAL. 2.5.3. CELLULOSE FIBER MULCH -WEYERHAUSER 'SILVA-FIBER" OR EQUAL, 2.6. MISCELLANEOUS LANDSCAPE MATERIALS: 2.6.1. STAKING MATERIAL: STAKES SHALL BE OF LODGEPOLE PINE. THESE SHALL BE STRAIGHT SHAFTS, SHAVED ANO CUT CLEAN AND BARE OF BRANCHES AND STUBS, OF UNIFORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LENGTH. TREE TIES SHALL BE V.I.T. CINCH-TIE OR APPROV!:D EQUAL 2.6.2. VINE TIES SHALL BE TWO PART, NON-METALLIC CONSISTING OF A CEMENTABLE WALL DISC AND A SEPARATE TIE, 2.6.3. ROOT CONTROL BARRIERS SHALL BE MANUFACTURED OF EXTRUDED RECYCLED POLYETHYLENE. PANELS SHALL MEASURE 24 INCHES IN WIDTH BY 18 INCHES DEEP WITH A MEAN THICKNESS OF .08 INCH. PANELS SHALL BE CONNECTED BY MEANS OF INTEGRAL SLIDING LOCKS AND SHALL BE MANUFACTURED BY ROOT SOLUTIONS INC. OR EQUAL. ' PART 3 -EXECUTION 3.1. PREPARATION -GENERAL: 3.1.1. ALL ROCK AND OTHER GROWTH OR DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT SHALL BE REMOVED FROM THE SITE. 3.1.2 GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL ANO OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. 3.1.3. ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS ANO/OR SPECIFICATIONS AND ACTUAL CONDITIONS. 3.1.4. QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND NOT GUARANTEED. CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. CERTIFY ANY CLARIFICATIONS WITH THE LANDSCAPE ARCHITECT. ADEQUATELY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING PROPERTY DURING ALL PHASES OF THE SOIL AMENDING, PLANTING AND GRADING OPERATIONS. 3.1.5. CONffiACTOR SHALL SUPPLY SIGNED COPIES OF REQUIRED CERTIFICATES, TRIP SLIPS, AND INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL QUANTITIES OF EACH MATERIAL FURNISHED AGAINST THE TOTAL AREA TO EACH OPERATION. IF THE MINIMUM SOIL PREPARATION RATES OF APPLICATION HAVE NOT BEEN MET, THE LANDSCAPE ARCHITECT WILL REQUIRE AT NO COST TO OWNER, THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. 3.2. FINISH GRADING: 3.2.1. 3.2.2. 3.2.3. 3.2.4. FINISH GRADING: FINISH GRADES SHALL BE AS INDICATED ON THE CIVIL ENGINEER'S DRAWINGS AND LANDSCAPE DRAWINGS. FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER COMPACTED AND SETTLED SURFACE GRADES; AND SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE DRAWINGS. MOLDING AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE WHERE REQUIRED BY THE LANDSCAPE ARCHITECT. ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLING AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. DELORENZO INCORPORATED 3.2.5. 3.2.6. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, ANO OTHER UNDERGROUND UTILITIES DURING HIS GRADING AND CONDITIONING OPERATIONS. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS WALLS AND TOWARD ROADWAYS, DRAINS AND CATCH BASINS. ' ' 3.2.7. FINISH GRADE SHALL MATCH THOSE OF THE CIVIL ENGINEER'S DRAWINGS. FINAL GRADES SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. 3.3. PREPARATION FOR PLANTING AREAS: 3.3.1. PRIOR TO PLANTING, THE CONTRACTOR SHALL APPLY PRE- EMERGENT, TRANSLOCATIVE, SYSTEMIC HERBICIDE ("ROUND-UP" OR EQUAL) TO KILL ALL BROADLEAF WEEDS AND GRASSES PRESENT IN PLANTING AREAS ACCORDING TO MANUFACTURER'S DIRECTIONS. DEAD PLANT MATERIAL SHALL BE REMOVED FROM THE SITE. REPEAT PROCESS IF REQUIRED BY THE LANDSCAPE ARCHITECT. HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STATE OF CALIFORNIA. 3.3.2. SOIL CONDITIONING, FERTILIZING & ROTOTILLING: AFTER THE PLANTING AREAS HAVE BEEN GRADED, APPLY SOIL AMENDMENTS AND INITIAL FERTILIZERS AS SPECIFIED IN ALL GROUNDCOVER AREAS WITH A SLOPE OF 3:1 OR FLATTER. THESE AREAS SHALL BE CROSS-RIPPED IN TWO DIRECTIONS TO A DEPTH OF 9 INCHES MINIMUM BELOW FINISH GRADE. DURING THIS OPERATION, ALL STONES OVER 1 INCH IN GREATEST DIMENSION SHALL BE REMOVED. REMOVE HIGH AREAS AND FILL IN DEPRESSIONS. TILL TO A DEPTH OF NOT LESS THAN 6 INCHES BY ROTOTILLING A MINIMUM OF TWO (2) ALTERNATING PASSES. TILL SOIL TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE FREE OF LUMPS, CLOOS, STONES, ROOTS AND OTHER EXTRANEOUS MATTER. GRADE SHALL BE RETURNED TO THE CONDITION OF APPROVED BY THE CIVIL ENGINEER. 3.3.2.1. PRIOR TO PREPARATION OF UNGRADED AREAS DESIGNED TO BE LANDSCAPED, REMOVE EXISTING VEGETATION AND WEEDS. PROPERLY DISPOSE OF SUCH MATERIAL OUTSIDE OF OWNER'S PROPERTY. 3.3.2.1.1. SOIL AMENDMENTS SHALL BE APPLIED AT THE RATES RECOMMENDED BY THE SOIL TESTING LAB. THE FOLLOWING SCHEDULE IS FOR BIDDING PURPOSES ONLY. ADJUSTMENTS MAY BE NECESSARY. ORGANIC AMENDMENT: 4 CU. YD. PER 1,000 SQ. FT SOIL SULFUR: 10 LBS PER 1,000 SQ. FT. PRE-PLANT FERTILIZER (16-6,8): 15 LBS PER 1,000 SQ. FT. 3.4. EXCAVATION FOR TREES AND SHRUBS: 3.4.1. CONTAINER GROWN STOCK IN CANS SHALL BE REMOVED WITHOUT DISTURBING THE ROOT BALL. STOCK GROWN IN BOXES SHALL HAVE BOTTOMS REMOVED. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE AREAS OR FROM THE SITE. EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF THE HOLE AND SHALL BE SET PLUMB, REMOVE SIDES OF BOXES AND HOLD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED AROUND EACH ROOT BALL 3.4.1.1. FOR CONTAINER GROWN STOCK, EXCAVATE AS SPECIFIED FOR SIZE OF CONTAINER WIDTH AND DEPTH. 3.4.1.2. DISPOSE OF EXCESS SUBSOIL REMOVED FROM PLANTING EXCAVATIONS. 3.4.1.3. FILL EXCAVATIONS FOR TREES AND SHRUBS WITH WATER AND ALLOW WATER TO PERCOLATE OUT PRIOR TO PLANTING. 3.5. PLANTING TREES AND SHRUBS: 3.5.1. ALL PLANTS SHALL BE SET AT SUCH A LEVEL THAT AFTER SETTLING, THE CROWN SHALL BE ONE INCH ABOVE THE SURROUNDING FINISH GRADE. 3.5.2. PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE AT THE FOLLOWING RATE: 1-21 GRAM TABLET PER 1 GALLON CONTAINER. 3-21 GRAM TABLETS PER 5 GALLON CONTAINER. 4-21 GRAM TABLETS PEA 15 GALLON CONTAINER. 1-21 GRAM TABLET PER EACH 4 INCH OF BOX SIZE. 1-5 GRAM TABLET PER FLATTED OR LINER PLANT. 3.5.3. NO PLANT WILL BE ACCEPTED IF THE ROOTBALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING OR AFTER THE PROCESS OF INSTALLATION. 3.5.4. 3.5.5. 3.5.6. WATER BASIN SHALL BE FOAMED AROUND EACH TREE AND SHRUB PER DETAIL. ALL PLANTS SHALL BE THOROUGHLY WATERED IMMEDIATELY AFTER PLANTING. CONTRACTOR SHALL PRUNE, THIN OUT, AND SHAPE TREES AND SHRUBS ONLY WHEN DIRECTED BY THE LANDSCAPE ARCHITECT, IT SHALL BE DONE IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICE. PRUNE TREES TO RETAIN REQUIRED HEIGHT ANO SPREAD. UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT, DO NOT CUT TREE LEADERS, AND REMOVE ONLY INJURED OR DEAD BRANCHES FROM FLOWERING TREES, IF ANY. PRUNE TREES AND SHRUBS TO RETAIN NATURAL CHARACTER. REMOVE AND REPLACE EXCESSIVELY PRUNED OR MISFORMED STOCK. "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 1111..E INSPECTOR DATE r-==,:----------=------=:--~r:...-~~ Planning Landscape Ardiitecture I SH19EET I Cf I'Y OF CAIU8BAD ; I SHEETS I l-----t--+------------------+---+----1---1---~ PLANNING 0£PAA1MENT 'f.-s 7 IJ - 17'75 Hmeock Stnet Suite 150 San Diep, CA 92110 5111•295•51 HI Fu: 619•297•2364 - r-------t---+----------------+---+----1---+-----J ...,,....." .., PLANTING SPECIFICATIONS FOR: CARLSBAD COMPANY STORES =AP=PR=O~==O:-=/l~1/-::~~~~-----34-1? ASSISTANT PLANNING DIRECTOR DA 1E r4':c-Z,":c·=<'11:.!f-::=,-:--J..t./,\l-k..~=...,.eke.T'l.......:C~O=tJN!::!T...L_ ______ ---lf-----+-----1~"·.!..!ll::..:·'f!...",l-.l:l.$,e_---i ::=====::-::..=-=--=--=--=-=-=-=--=--=--=--=========== DA TE INITIAL DA TE INITIAL DA TE INITIAL D'IIN. BY: ---PIIO,,ECT NO. I DRAWING NO. I ENGINEEII r,, 'MlllK REVISION DESCRIPTION ~V: :; ---SDP 96-03 351-9L ~=.J L---------' ~-----' SECTION 02900 -LANDSCAPE WORK (CONTINUED) 3.5.7. STAKE TREES IMMEDIATELY AFTER PLANTING, AS INDICATED. ALL TREES, 15 GALLON AND LARGER SHALL BE STAKED AS INDICATED ON THE DRAWINGS. THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OF THE STAKE DOES NOT DAMAGE THE TREE ROOTS OR ROOTBALL. TREE TIES SHALL BE FASTENED PER DETAIL 3.5.8. REMOVE NURSERY STAKES ON ALL VINES AND ATTACH TO ADJACENT WALLS OR TRELLISES WITH VINE TIES. 3.6. HYDROSEEDING: 3.6.1. INSPECTION OF CONDITIONS: BEFORE PROCEEDING WITH ANY WORK, THE HYDROSEEDING CONTRACTOR SHALL CAREFULLY CHECK PLANTING AREA CONDITIONS AND SHALL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS. NO WORK SHALL BE DONE WITHIN ANY AREA WHERE THERE ARE SUCH DISCREPANCIES OR WHERE CONDITIONS ARE UNSUITABLE FOR SUCCESSFUL PLANT MATERIAL ESTABLISHMENT UNTIL APPROVAL HAS BEEN GIVEN BY THE LANDSCAPE ARCHITECT. 3.6.2. QUALITY OF WORK: THE HYDROSEEDING WORK SHALL BE PERFORMED BY A COMPETENTLY TRAINED INDIVIDUAL OR HYDROSEEDING COMPANY IN ACCORDANCE WITH THE BEST STANDARDS AND PRACTICES RELATED TO THE TRADE. 3.6.3. SOIL PREPARATION: WATER ALL PLANTING AREAS THOROUGHLY AND CONTINUOUSLY FOR THREE (3) CONSECUTIVE DAYS TO SATURATE UPPER LAYERS OF SOIL PRIOR TO HYDROSEEDING OPERATION. ALLOW PLANTING AREA SOIL SURFACE TO DRY OUT FOR ONE DAY ONLY PRIOR TO THE HYDROSEEDING APPLICATION. CARE MUST BE TAKEN TO NOT ALLOW THE SOIL SURFACE TO BE EITHER SUPER SATURATED WITH WATER OR BONE DRY PRIOR TO THE HYDROSEEDING INSTALLATION. THERE SHOULD BE SOME RESIDUAL MOISTURE WITHIN THE FIRST 1/4 INCH OF SOIL SURFACE. 3.6.4. BEGIN THE HYDROSEEDING OPERATION ON ALL AREAS AS SPECIFIED HEREIN. 3.6.4.1. HYDROMULCHING APPLICATION AND PLANTING SCHEDULE: THE HYDROMULCHING SHALL BE APPLIED IN THE FORM OF A SLURRY CONSISTING OF ORGANIC SOIL AMENDMENTS, COMMERCIAL FERTILIZER, AND OTHER CHEMICALS CALLED FOR. WHEN HYDRAULICALLY SPRAYED ONTO THE SOIL, THE MULCH SHALL NOT FORM A BLOTTER LIKE MATERIAL. THE SPRAY OPERATION MUST BE SO DIRECTED THAT THE SLURRY SPRAY WILL ALSO PENETRATE THE SOIL SURFACE AS TO DRILL AND MIX THE SLURRY COMPONENTS INTO THE SOIL, THUS ENSURING MAXIMUM IMPREGNATION AND COVERAGE. 3.6.4.2. PREPARATION OF HYDROSEEDING MIXTURE: THE SLURRY SHALL BE PREPARED AT THE SITE AND ITS COMPONENTS SHALL BE MIXED TO SUPPLY THE RATES OF APPLICATION AS PER SPECIFICATIONS. 3.6.4.3. SLURRY PREPARATION SHALL BEGIN BY ADDING WATER TO THE TANK WHEN THE ENGINE IS AT ONE-HALF THROTTLE. WHEN THE WATER LEVEL HAS REACHED THE HEIGHT OF THE AGITATOR SHAFT AND GOOD RECIRCULATION HAS BEEN ESTABLISHED, THE FERTILIZERS SHALL BE ADDED TO THE MIXTURE (THE TANK SHALL BE AT LEAST 1/3 FILLED WITH WATER AT THIS TIME). 3.6.4.4. THE ENGINE THROTTLE SHALL BE OPEN TO FULL SPEED WHEN THE TANK IS 1/2 FILLED WITH WATER. ALL ORGANIC AMENDMENTS, FIBER, AND CHEMICALS SHALL THEN BE ADDED BY THE TIME THE TANK IS 2-1/3 TO 3/4 FULL AT THI$ TIME THE SEED MIX SHALL ALSO BE ADDED. 3.6.4.5. SPRAYING SHALL COMMENCE IMMEDIATELY WHEN THE TANK IS FULL AND THE SLURRY IS MIXED. 3.6.5. 3.6.6. 3.6.7. 3.6.8. 3.6.9. 3.6.10. APPLICATION: THE OPERATOR SHALL SPRAY THE AREA WITH A UNIFORM VISIBLE COAT USING THE DARK COLOR OF THE CELLULOSE FIBER OR ORGANIC AMENDMENT AS A VISUAL GUIDE. THE SLURRY SHALL BE APPLIED IN A DOWNWARD DRILLING MOTION VIA A FAN STREAM NOZZLE. TIME LIMIT: THE HYDROMULCHING SLURRY COMPONENTS ARE NOT TO BE LEFT IN THE HYDROMULCH MACHINE FOR MORE THAN TWO HOURS. IF SLURRY COMPONENTS ARE LEFT FOR MORE THAN TWO HOURS IN THE MACHINE, THE CONTRACTOR SHALL ADD 50% MORE OF THE ORIGINALLY SPECIFIED SEED THE CONTRACTOR SHALL ADD 75% MORE OF THE ORIGINAL SEED MIX TO ANY SLURRY MIXTURE WHICH HAS NOT BEEN APPLIED EIGHT HOURS AFTER MIXING. ANY MIXTURE NOT APPLIED AFTER EIGHT HOURS SHALL BE REJECTED AND DISPOSED OF OFF-SITE AT THE CONTRACTOR'S EXPENSE. PROTECTION: SPECIAL CARE IS TO BE EXERCISED BY THE CONTRACTOR TO PREVENT ANY OF THE SLURRY FROM BEING SPRAYED ONTO ANY ADJACENT PROPERTY, ETC. ANY SLURRY SPRAYED ONTO THESE AREAS SHALL BE CLEANED OFF AT THE CONTRACTOR'S EXPENSE. HYDROMULCHING SCHEDULE: AS AN ADDED PRECAUTION, THE HYDAOSEEDED AREA SHALL BE PRESOAKED WITH WATER BY THE IRRIGATION SYSTEM TO A DEPTH OF THREE (3) INCHES 48 HOURS PRIOR TO THE HYDROSEEDING INSTALLATION. APPLICATION RATE$; CELLULOSE FIBER• 2,000 LBS/ACRE M-BINOER • 140 LBS PER ACRE SEED MIX· AS INDICATED ON DRAWINGS FERTILIZER • (0-36-0) • 300 LBS./ACRE AND (38-0-0) i.J.F.· 50 LBS./ACRE HYDROSEEDING EQUIPMENT; THE SPECIFIED COMPONENTS SHALL BE MIXED TOGETHER IN A HYDROSEEDING MACHINE DESCRIBED AS FOLLOWS: 3.6.10.1. THE HYDROMULCHING EQUIPMENT SHALL MEET THE MINIMUM REQUIREMENTS OF A SLURRY DISTRIBUTION LINE LARGE ENOUGH TO PREVENT CLOSING AND CONTINUOUS NONFLUCTUATING DISCHARGE OF AT LEAST 25 PSI AT THE END OF THE SPRAY NOZZLE. THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 2000 GALLONS AND SHALL BE MOUNTED ON A TRAVELING UNIT EITHER SELF-PROPELLED OR DRAWN BY A SEPARATE UNIT. 3.6.10.2. THE EQUIPMENT SHALL HAVE A BUILT-IN AGITATION SYSTEM UNDER OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND HOMOGENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 20 KILOS (44 LBS.) OF ORGANIC MULCHING AMENDMENT PLUS FERTILIZER CHEMICAL ADDITIVES AND SOLIDS FOR EACH 100 GALLONS OF WATER. 3.6.11. MINIMUM COVERAGE: THE CONTRACTOR SHALL GUARANTEE 90% COVERAGE AT 120 DAYS OR RESEED ALL BARE SPOTS PER SPECIFICATIONS. FINAL ACCEPTANCE SHALL BE GIVEN AT THE END OF THE ONE HUNDRED TWENTY (120)-DAY PERIOD ONCE 90% GERMINATION AND PLANT ESTABLISHMENT HAS BEEN OBTAINED. ) ) I • • 1 • - 3.6.11, 1 3.6.12. 3.7, 3.7.1. 3.7.2. 3,7,3, 3.8. 3.8.1. 3.9. 3.9,1. 3.9.2. 3.9.3. THE REVEGETATION DESIGNER $HALL DETERMINE THE NEE1D AND TIMING FOR RESEEDING IN ALL REVEGETATION AREAS. WEEDING: ANY CONCENTRATED DEVELOPMENT OF WEED GROWTH APPEARING IN THE HYDROSEEDED AREAS DURING THE MAINTENANCE PERIOD SHALL BE REMOVED AT THIRTY (30)-DAY INTERVALS. PLANTING GROUND COVER: SPACE GROUND COVER PLANTS AS INDICATED OR SCHEDULED. DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING OF ROOTS AND BACKFILL WITH PLANTING SOIL. WORK SOIL AROUND AOOTS TO ELIMINATE AIR POCKETS AND LEAVE A SLIGHT SAUCER INDEN-TATION AROUND PLANTS, WATER THOROUGHLY AFTER PLANTINGJ.. TAKING CARE NOT TO COVER CROWNS OF PLANTS WITH WET SvlLS. PROVIDE PLANT TABS PER SPECIFICATIONS. PROVIDE 3 INCH THICKNESS OF BARK MULCH IN ALL AREAS LESS THAN 3:1 GRADIENT, EXCEPT TURF AREAS. POST FERTILIZATION: POST FERTILIZATION FOR ALL AREAS SHALL OCCUR AFTER PLANTING AT A RATE SPECIFIED IN THE SOIL TEST RECOMMENDATIONS. MAINTENANCE PERIOD: THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE, IRRIGATION, AND ALL OTHER INDICATED OR SPECIFIED WORK ON THIS PROJECT IS COMPLETE, CHECKED, ACCEPTED AND WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT IS GIVEN. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT DURING THE PROGRESS OF THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK. THE MAINTENANCE PERIOD SHALL CONTINUE UNTIL FINAL ACCEPTANCE, BUT IN NO CASE, LESS THAN 90 DAYS AFTER APPROVED COMPLETION OF THE LANDSCAPING. PLANT MA"TERIAL LEGEND f>'fl'I ilOL-e,or;J,IIG.AI. N.AME COt'\HON tJ.AM~ p:.fr.-..: CIJPBet'I C.OPRE5E,l.5<;:i~\Jl~ rt~UAi.l C'(Pttl':5,6 QUE I t,t, Q(.)e.RC,0$ 11.E,)(, t-/1.Rl<.W I\JUlt.lM ot..EAl>loa;!. 1~' Nt;"{ WIii Mt:J<lt.11'1 OUW,ll)fcR '8st&~ee>' O/..E.{>H. OL\:A l:l)RPPAl::A 1SWAN Hlu.! f\100. 1-i f'HC:eNIX CNIARla-!*-> f'Rll ell?-f'RJ)~th c. \A-"flWf'll~PIJl1:fA' 11P TIP TIPIJP.tJA Tl PU Ul.fi f.,l.!2-lJL-MUS ~VIFOUA I~: 8f-lROBS /V 11--1 r.s: BCD BAA et)L)GAlN 1/IL-LeA '0Wl6lU~\'1&1~' eEL.seM AflSEMUJM SEMPEg_\J(REt-t:> CJ..'fCAl-Cl. '(ro;Tot1f'\ Q,1..1..fSt'ffitDES -----CAR MAC CARISSA M. TOMLINSON ACARED ACACIA REDOLENS AGAAFR AGAPANTHUS A. 'QUEEN ANNE' BOUTEM BOUGAINVILLEA TEMPLE RAE' BUXJAP BUXUS M. JAPONICA ESCFAA ESCALLONIA FRAOESII LAN MON LANT ANA MONTEVIDENSIS HEMYEL HEMEROCALLIS HYBRID 'YELLOW LJRMUS LJRIO'E MUSCARI MYOLAE MYOPORUM L.AETUM NEAP.$. NERIUM 0. 'PETITE SALMON' PELPB. PELARGONIUM PEL TATUM PHOTEN PHORMIUM TENAX 'RUBRUM' PITVAR PITTOSPORUMT. 'VARIEGATA' RHACLA RHAPIOLEPIS INDICA 'CLARA' RHAPIN RHAPIOLEPIS I. 'PINK CLOUD' STRREG STRELJTZIA REGINAE TRAJAS TRACHELOSPERMLM JASMINOIDES GROUNDCOVER: MYOPAR TURF MYOPORUMPAR~FOLJUM DWARF MARATHON FESCUE t,lct-0( oAK.: 1A" 00>' RED FLOWe~1i-lG. 01.:r,ANOela. I !5GAL.J..o..l v'4-ICTE FWl.llm/'\6 01.U,Nrell. Po c3AU..01't SIA/AM HIU-OUVE %>" BOX CA(\\,l.,R'( Lt..AND PALM fl, Se, ~LE. (..£:AF f'U)M Vi-" f,:OX --nPtJ -tt2er-2A" eox £J~E.E N a.M 48'' E'.o)< CAj?.c:Ut-//>.. ~HIN'f:. VIOI..Ei tJWl'tfer \JI t-1~ - DWARF NATAL PLUM ACACIA LILY-OF-THE-NILE SHRUB BOUGAINVILLEA JAPANESE BOXWOOD ESCALLONIA TRAILING LANTANA YELLOW DAYLILIES BIG BLUE LILY TURF ) I MYO"ORUI.I DWARF OLEANDER I r.tY GERANIUM NEW ZEAL.A.ND FLAX VARIEGATEDTOBIRA WHITE INDIA HAWTHORN PINK INDIA HAWTHORN BIRD OF PARADISE STAR JASMINE I MYOPORUvl 5GAL1DtJ 6GAU...OM 5 €AU.01'l 1;,&Au.ot.J ,1 GALLON 1 GALLON 5GALLON 5 GALLON 5 GALLON 5 GALLON 1 GALLON 1 GALLON SGALLON 5 GALLON 5GALLON 1 GALLON SGALLON SGALLON 5GALLON 5GALLON 5GALLON S--tSGALLON FLATS SEEDED HYO HYDROSEED MIX· LOW PROFILE WILDFLOWER MIX AL YSSUM 'CARPET OF SNOW WHfTE AL YSSUM 3LBS DIMORPHOTHECASINUATA AFRICAN DAISY 1 LB ESCHSCHOLZIA CALIFORNICA CALIFORNIA POPPY 1 LB ESCHSCHOL21A CAeSPfTOSA 0WARD CALIFORNIA POPPY .5 LB GAZANIA SPLENDENS GAZANIA 3LBS LOTUS CORNICULATUS BIRD'S-FOOT TREFOIL 2 LBS LJMONIUM PEREZII SEA LAVENDER 1 LB LUPINUS BICOLOR PIGMY-LEAVED LUPINE 2.5 LBS NEMOPHILA MENZIESII BABY BLUE EYES 1 LB PHACELIA CAMPANULARIA CALIFORNIA BLUE BELL .5 LB LINANTHUS GRANDIFLORUS A-iLOX .5 LB PLANT AGO SEMPERVIRENS PLANTAGO 3LBS DIANTHUS BARBATUS SWEET WILLIAM, PINKS .5 LB CHRYSANn-lEMUMPALUDOSUM WHITE CLUMP DAISY .5 LB TOTAL LBSJACRE 20 LBS NOTE: SEED MIX TO BE PROVIDED BYS & S SEEDS, CARPENTER IA CA (805) 684-0436 3.9.4. 3,9,5. 3.9.8. 3.9.7. 3.9.R THE CONTRACT C:OMPLl'iTION DATE OF THI: CONTRACT MAINTEiNANCE! PERIOD WILL BE: EXTE:NDED, WH!l;N IN THE OPINION OF TNE LANDSCAPE ARCHITECT, IMPROPER MAINTENANCE ANl'l/OR POSSIBLE POOR OR UNHEALTHY CONDITION OF l"l,ANTl;D MATERIAL ARE EVIDENT AT THE TERMINATION OF THE; SCHE1DUL~D MAINTENANCI: PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AOOITIONAL MAINT!iNANCE OF THE WORK AT NO CHANGE IN CONTRACT PRIC!a UNTIL ALL OF THE WORK IS COMPLETED ANO ACCEPTED THE LANDSCAPE ARCHITECT. THE CONTRACTOR $HALI. BE Fll:SPONSIBI.E FOR MAINTAINING ADEQUATE PROTECTION OF THE LANOSCAF'E AREAS. OAMAGEO AREAS SHALL BE REPAIFlED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. i~N~iNeYR~~J~~~~~btT~l~Tr:~~ l~6'03el~~~BJs ~~~al~~5RFOR HEALTHY GROWTH· CONTRACTOR SHALL RESTORE F'LANT WATERING BASINS.,_ TIGHTEN AND REPAIR STAKE SUPPORTS.I RESET TREES AND SHRUB-, TO PROPER GRADES OR VERTICAL PO;::,ITION AS REQUIRED, ANO SPRAY AS REQUIRED TO KEEP TREES ANO SHRUBS FREE OF INSECTS AND DISEASE. HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STATE OF CALIFORNIA. THE CONTRACTOR SHALL APPLY COMMERCIAL FERTILIZE.A (16-6·8) AT THE RATE OF 6 LBS. PER 1000 SO. FT. 30 DAYS AFTER THE INITIAL PLANTING AND EVERY 30 DAYS THEREAFTER DURING THE CONTRACT MAINTENANCE PERIOD. CONSTANT DILIGENCE SHALL BE MAINTAINED TO DETECT THE PRESENCE OF DISEASE, INSECTS, RODENT, ANO/OR RABBIT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN. 3.10. CLEANUP AND PROTECTION: 3.10.1. DURING THE LANDSCAPE WORK, KEEP PAVEMENTS CLEAN AND WORK AREA IN AN ORDERLY CONDITION. 3.10.2. PROTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS, OPERATIONS BY OTHER CONTRACTORS AND TRADES, AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR ~MARY& ~---,-REPLACE DAMAGED LANDSCAPE WORK AS DIRECTED. ro,,,.._ QOAM"rl 'tY -IZ- 3.11 SITE OBSERVATION VISITS: 3.11.1. SITE OBSERVATION VISITS HEREIN SPECIFIED SHALL BE MADE BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL REQUEST SITE OBSERVATION IN 48 HOURS ADVANCE OF THE TIME OBSERVATION IS REQUIRED. 3,11.2. SITE OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: INCORPORATION OF SOIL CONDITIONER AND FERTILIZER INTO THE SOIL. UPON COMPLETION OF FINISH GRADING PRIOR TO PLANTING. APPROVAL OF PLANT MATERIALS. WHEN PLANTING, AND ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED. FINAL SITE OBSERVATION VISIT AT THE COMPLETION OF THE MAINTENANCE PERIOD. THIS SITE OBSERVATION VISIT SHALL ESTABLISH THE BEGINNING DATE FOR THE WARRANTY PERIOD OF PLANT MATERIAL UPON COMPLETION OF THE WARRANTY PERIOD. 3.11.3. THE CITY LANDSCAPE INSPECTOR SHALL OBSERVE AND APPROVE THE LANDSCAPE AT THE FOLLOWING PARTS OF WORK. SOIL AMENDING UPON COMPLETION OF FINISH GRADING PRIOR TO PLANTING. APPROVAL OF PLANT MATERIALS. FINAL SITE OBSERVATION VISIT AT THE COMPLETION OF THE FINAL SITE OBSERVATION VISIT AND THE WORK OF THIS SECTION. THE CONTRACTOR WILL BE NOTIFIED IN WRITING BY THE LANDSCAPE ARCHITECT (1) WHETHER THE WORK IS ACCEPTABLE; OR (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. 3.11.4 ACCEPTANCE: UPON COMPLETION OF THE FINAL SITE OBSERVATION VISIT AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING (1) WHETHER THE WORK IS ACCEPTABLE; (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. 3.11.5. THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TIME OF EACH SITE OBSERVATION VISIT BY THE LANDSCAPE ARCHITECT. E~D OF SECTION 02900 ,IXl)et/c, STAi"-f:. Da.)S(..B ,;;;-r~ (D CL£/Jf2.. il2Ll~K/ oooeu:. SfAltc. S.iAADAe.I,tooa.e:. '!:>1Al<E- $11\t-l~ppj~<;2,~ MtlLTt-iRI.JNK. 6?, '3~ f$lo J?,'7 . V © zt-•OIA-X2o'' HIGIH ~L-ll'z.lA-na1t-1Ae -0 ;z,''D!A l<';u)''l-fl6t~ f-01,}GAll\llltu..t.A 1ie'1Plb FIRf.' to'e,120>JN iRl.lN~ l.,D.v ~tJO{/~ e<:'~ i; CLE/ll2. -teuN-K/ o:.>t.18i.t. ~ MAta-lE'D st-AN 'DA~CS ~x-g' t=:"""AU E"1/REt'IOl.le ~IA~ -to v£:'1ttlCAL- a 1>'-?>' F.ofWAU. ,a;~ /F<:fS'.t>'k:>1/E. F:,4CK/A1Tf'O{ 1tl 1/eR.TlCAt.. 15,,_ 3' ~1.e.i=:. I ~E i'10JE. !<=Ac:K/ /qj' KJ-1 jO IJEen:AG ?J'i.:o' e-e.PAU.~12:EMve. 12,'0'../ A1tAG\I iO Vfetk:'A'- QUANTITY 2' o.c. 172 5' o.c. 42 2'-6" o.c. aic, ,ass- 3' o.c. 161 ffl" 2'-6" o.c. Z.JC. ~ 5' o.c. 1, ~ 2'-6" o.c. n4 3' o.c. 60 2' o.c. 2-1-ttr 10' o.c. 5 1'3 8 4c IDS 2, z2, 32- 4-1 -42.. POT LEGEND A SYM. POT PLANT MATERIAL SIZE QTY/ POTS REMARKS DIMENSIONS POT REOD. @ 31' DIA. X 26" HIGH PHOENIX ROEBELENII 24' BOX 1 ~L2-3' OVERALL HEIGHT (CONTAINER EXCLUDED) LIRIOPE MUSCARI 1 GALLON 8 @ 31" DIA. X 26' HIGH FICUS NITIDA 24'BOX 1 -i!2-i,o FOLIAGE FULL TO BASE ASPARAGUS SPRENGERII 1 GALLON 4 DRAPE OVER EDGE OF POT © 31' DIA. X 26" HIGH STRELITZIA NICOLAI 24' BOX 1 ~ \l 4' OVERALL HEIGHT (CONTAINER EXCLUDED) PELARGONIUM PELTATUM 1 GALLON 8 DRAPE OVER EDGE OF POT ® 22" DIA. X 20• HIGH LANTANA MONTEVIDENSIS 5 GALLON 4 -9-4-DRAPE OVER EDGE OF PLANTER ® 22" DIA. X 20' HIGH PELARGONIUM PELTATUM 1 GALLON 9 re-1<.P DRAPE OVER EDGE OF POT ® 2e· sa. >e 2s· 111011 B9l::leA1~1¥11::6&A 8RA81bll;~IQIS ~& QAbbQH 1 2Q SXS ESPAI-IERMHAGI I =F9 B1-86. =FAEl-1-16 1:::A••=nttPfA M8U=l=E¥IBE~•s1s 1 SAH::e~, .. BRAPE 9VEA EBBE SF PS'f I Ci) !&' SO. X 25' 111811 OISTIOTIS OUGOINATORIA 15GALLOU 1 15 SXS ESPALIER.'AHAGI I ro BbElS. TRELLIS 'FAA8I IEL9SPERhnJM dASMIIISIBES 1 SAt:f::SP• 4 BAAF'E SYER EBBE SF F'l:All'fER (±) 2s· se. )E 2s• 111011 =FRASI IEl:SSPERMl:,I~• 1"11tt.SMIPj91Q!;S ~ e S~1bbQPI 1 A &XG ESPALIERIATTAGH TO 869'1 TRliblalS .& LIRIOPE MUSOARI 1 GALL9~1 6 "----~ NOTE: r PORTABLE POTS TO BE TERRA COTT A WITH MATCHING ATER PROOF SAUCERS AND SUPPLIED BY INTERNATIONAL TERRA COTTA, INC. POT SPECIFICATIONS AS FOLLOWS: >--.._. . . ~~ ... .. - PLANT CALCULATIONS [CONFORMANCE WITH SDP EXHIBIT "P") .,.>--.. ,.,,,,, # 2-20 VASESJ6tREQUIRED) • I ◄ I .... I • ) 3'-6' o.c. M'b-BW-l 18' o.c. 2ul>;;, ffiW EXHIBIT 'P" REFJNEPILUSH CALCULATIONS {COMPLETE BUILDOUT) TOTAL TREES 457 20' PALM TREES 25 (60% / LUSH) 36" BOX TREES 10 (25% / LUSH) PHASE ONE PLANT CALCULATIONS (QRAW(NG NUMBER 351-9L) #2·28 VASES (i9 REQUIRED) 20'PALMTREES sr2%OFTOTAL).,_.,~+--~• __. --r12.U-e,, i.Ci¾or ◄ TOTAL TREES 4'lZ. +He 36" BOX TREES ?,0-(11>% OF TOTAL)" .,..,,. .__._._I-) 5' o.c. 1115 ~ 5'O,C, ,S'Oe+ 4' o.c. l-'!>"I0-1&t6- 3'-6" o.c. 11674-~ 3--'6', o.c. ~I~~ 1114'1'6' -5'J<5' ESPALIER/REMOVE RACK -a-2 'Z- AND ATTACH TO TRELLIS 9' O.C. 5 LBSJ1000 SQUARE FEET %PURITYr/oGERMINATION 98/70 85/75 98/75 98165 90/60 95/85 65/5 98180 98185 98/75 95/85 98/75 981B0 95/75 , I - NOTE: SEE SHEET 21 FOR EROSION CONTROL STANDARDS. . 24" BOX TREES 7 (15% / LUSH) 104 (25% / REFINED) 15' PALM TREES 104 (25%/ REFINED) 15 GALLON TREES 204 (50% I REFINED) I 24" BOX TREES Z,'1 ('7'fl% OF TOTAL) ,v ,.,... 15 GALLON TREES 11$-~<:;% OF TOTAL) TOTALSHRUBS ~04~2~2---11~5~0~A~L~LO~t~l---80&8~(1~~~bBO~F~=FtO~TkALr-l-l TOTAL SHRUBS 7200 15 GALLON 300 (25% / LUSH) cir~z. 5 GALLON Aq~"1 ~~% OF TOTAL) 1 GALLON 4'5' I~ 4-llQe..(48% OF TOTAL) DELORENZO INCORPORATED Planning Landscape Amlit:ecl:ure - 1 7'111 Banooak stnet SQltil l!IO San Diep, CA 112110 Par. 819•297•23k - 5 GALLON 1 GALLON 600 (50% I LUSH) 3000 (50% I REFINED)) 300 (25% / LUSH 3000 (50% I REFINED) . APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" DATE 1111.E RE\!EWO) l!Y: INSPECTOR DATE l---+---+--------------1-----1--..........i------,..._--,l I s2HEOET I r--c-=1= .. 1 .. =·y ___ o ___ F ___ CARIBBAD _________ =--------.,Ar ~SH=EE~TS~~ Pl.ANNINO llEPARlMENT 1;,,, S7 . DATE INITlAL DATE INITIAL DATE INITIAL ENGINEER OF WORt< REVISION DESCRIPTION PLANTING SPECIFICATIONS/ LEGENDS FOR:l LL\ r' CARLSBAD COMPANY STORES ..;:AP.,.;,PRrnOVED;;,;;;-;; wa7,iiii/;?~),..;:;• .t/_.~'/:.__ ____ 3-½ r z ASSSTANT PLMNlnw D,ac~TOR DATE I DWN. BY: I PRO..ECT NO. I DRAYIING NO. I C!lKD BY: ---SOP 96-03 351~9L _ RV\111 BY: .__ ____ ___, ......_ ____ ......... SEE PLANTING PLANS 333-2N (CARLSBAD 28 ACA RED ~-------------+-------0 GAL. CITY DRAY"IIN6 No.) FOR EROSION CONTROL SLOPE PLANTIN6 THIS AREA. 14-CUP '5E.M 36"BOX 3, HEM YEL I GAL. 25'x25' STREET CORNER SITE LINES 'I PHO TEN 0-------f------------ 5 GAL. 341 PIT VAR 0-------f-. ------------ 5 GAL. + 83 I RHA CLA ®-------=-=---i,_;_.;.;____...;;._:_;_ _________________ _ 5 GAL. IN ADDITION TO THE PROPOSED SLOPE TREES, SHRUBS AND 6ROUNDGOVER, APPLY Y"IHITE AL YSSUM (COVER CROP) TO SLOPE AREA. HYDROSEED AT 6 LBS PER AGRE AND INSURE '10% COVERAGE Y"IITHIN 30 DAYS FOLLOIAIING APPLICATION FOR EROSION CONTROL. SEE SHEET 20 FOR PLANTING LE6END SEE SHEET 1'1-20 FOR PLANTING SPECIFICATIONS SEE SHEET 31 FOR PLANTING DETAILS GONTRAG TOR/OPERA TOR SHALL ONLY APPLY SUFFICIENT IAIATER TO PROMOTE HEAL THY GROIAITH OF THE PLANT MATERIAL. AT No TIME !All LL THE GONTRAG TOR/OPERATOR APPLY IAIATER AT A RATE OR FREQUENCY J,l'IIHIGH CAUSES RUNOFF OR SOIL SATURATION. 0 510 40 SHEET 24 ~---------- I I I I ~~-~ \_ ii TYPICAL Ll6HT STANDARDS ii.. TYPICAL STORM DRAIN - I : Z:711~ IM f-'FcV!": ~1r..:-,~r PLANS Ii i I I I I I I I I I I I I I I I I I I ,......_-~ 2: I SLOPE - REFER TO I I I I I I I I I I --------CIVIL. DRAY"IIN=__,-+----11 □ I I _,____u \ \ _.,.>,"'"--\:_ ----'.;-,,,---1,!--,',6/JI--- ~ N 1---w w I u) w z _j I () I- -{ Vr'' tv)( 2 NER ~HI 0 15 GAL. 45 GAL. LAN MON 0 ~61 2§§ RHA PIN ~----+----=----=----=--=----+----------,1--~© 5 GAL. 12 TIP TIP 24"BOX ,----------+----(..(J_-5----+_E_S_C_P_R_A_--r-_G) 5 GAL. & 21 +6---LIR MUS ~-----4----_;__-+---------'l.-------0 5 GAL. SJ:5..GAL. ~ 44 STR REG ~------------+---------@ ·--~ 5 GAL. ~----+---~oR ~ 4 NERRED 15 GAL. ROSI N CONTROL TANDARDS (.a.E',;c LA>JDScAFE; HAI-JU,6.1,., SEC'Tl""N l:ST.E) LOPE PLANTING STANDARDS ARE AS FOLLOWS: (APPLY TO SLOPE AREAS ON SHEETS 21 AND 22 ONLY) TAN DAR VE R P E ME H. COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND _j MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF JUTE MESH SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. JUTE MESH SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. DURING THE ----· REMAINDER OF THE YEAR, THE COVER CROP AND/OR JUTE MESH MAY BE USED. STANDARD 2 • GROUNDCOVER. ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). STANQARQ 3 -LOW SHRUBS_ LOW SPREADING SHRUBS {PLANTED FORM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY {70%) PERCENT OF THE SLOPE FACE {AT MATURE SIZE). STANDARD 4 -TREES AND/OR LARGE SHRUBS. TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PLANT PER TWO HUNDRED (200) SQUARE FEET. "AS BUil f' DELORENZO INCORPORATED 1111■ ~ ~f.DE~~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE DA"IE ,-+--~~~,---+----,~-, ~, \ SHEET 30 \ SHEET 21 ..... , ..... ___ ------ T 25 KEY MAP Planning Landscape Anhitecture -1775 Hancock Street Suite 150 San Die10, CA 92110 619°295•5115 Fu:: 619•297°3354 - Slgr.a ~ .i.o-1] Dal'l:I RE'IIEM:D BY: "' INSPECTOR l---+---+~-------------+---11------t------t-------i []r:J CITY PlA~~G ~ DATE INITIAL ENGINEER OF WOOi< REVISION DESCRIPTION PLANTING PLAN FOR• CARLSBAD COMPANY STORES Dv.N. BY: __ _ ~ROJECT NO. CHKD BY: __ _ RVWD BY: SDP96-03 351 ·-9L H: \95039-01 \LANDSCAP\CS-LA-7 .DWG TYPICAL SITE §TORM DRAIN' x:;.'\ "2,\ . \~-# -----□ \~\_..'\\ - />'-"60 ~ ~ ~". \ ~1-N_A_D_D_IT_I_O_N_T_O_T_H_E_P_RO_P_O_S_E_D--, \ SLOPE TREES, SHRUBS AND GROUNDGOVER, APPLY ~HITE AL YSSUM (GOVER CROP) TO SLOPE AREA. HYDROSEED AT 6 LBS PER AGRE AND INSURE _.,...,.... __ ........... c.tO% GOVERA6E ~!THIN SO DAYS FOLLO~IN6 APPLICATION FOR EROSION CONTROL. Ii 64--S6-A6A AFR D 0--------,-------,--------t------'t [J\ 5 6AL. ' MYO PAR}- FLATS '1 11 O.G. 1--- z :::. () () D---_,_T_U_R_F ____ -----+-,~t---""1~ Ii <( () C-ONC-RETE MO~ING BAND ---.Ltt--+---t------1>-47\1". + IO (1) It 0 1L ILJ z -. I ;::' :J:: s r· U) -IO (() ID 4 QUE ILE 24" BOX 1 SEE SHEET 20 FOR PLANTING LEGEND SEE SHEET 1'1-20 FOR PLANTING SFEC.IFIC.ATIONS SEE SHEET 31 FOR PLANTING DETAILS GONTRAGTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT ~TER TO PROMOTE HEAL THY 6RO~TH OF THE PLANT MATERIAL. AT NO TIME ~ILL THE C.ONTRAGTOR/OFERATOR APPLY ~ATER AT A RATE OR FREQUENCY ~HIGH CAUSES RUNOFF OR SOIL SATURATION. SEGURITT' GATES 25'x25' STREET -·c..oRNER SIGHTLINES 12 PHO TEN 5 rSAL. qt_p 100 RHA GLA 5 GAL. ru I 0 5 10 20 11 -tz-PIT VAR ----------------+------------(V 5 GAL. ?Jl -5-2 STR RErS ~---...:----f'--------------+---------0 5 6AL. 14 +3-PRU GER 24"BOX I 2.9 13'1 NER P.S. r:--. -----'---'----t----------\_0 5 GAL. 52. -44 BOU TEM 5 GAL. • 12 TIP TIP JvfATCHLINE 24"BOX -SHEET 2 OOT CONTROL ARRIERS (TT'P. 0 ® ----. I \ I \ \ I \ \ I I \ I I \ \ \ I I \ I \ \\ I I I \ I I \ \ I I I // // // // / / // // // / / / PIGAL SITE STOR SEE IME'.8,0 EMENT FL --"'u._ "~ J..l,, JvfATCHLINE -SHEET 23 LAN MON I iSAL. J GAR MAG I GAL. ..... ~~Q... t~:=_=-=-------,.ir==;infi!!=========,Fd> 5HEET 24 5HEET 21 ET 25 40 -----KEY MAP x)<-/ ;;.,.._r":).,(~I.A)o' POINT SEE Cl HYD I z,.ro --++"'lf-+ RHA PIN ~--------1----------© 5 rSAL. ---8 15 rSAL. l() DELORENZO INCORPORATED .. Planning Land~cape Anhltecture -1776 llancock street Suite 150 Sllll Diego. CA 92110 619•295•6115 Fu: 819•297•3364 - "' " PVC DRAIN LINE (TYP) •. u -4-NER RED 15 6AL. ~~ ~=~~, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE Signa;1: 1? * * ,z,_ --u LOCATION OF PLANTING Date ~~~ AREAS. - ~-i, q7 13H /I'\. e,,\SE. fl._EI/. / NE,..IA/ £:i-!E:.E-1 4"'1 {,.jl,'11 1--& Pl.ANT c.>UANTJTIEfa/ ADD T~e.E.5 DATE INlllAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION N I- ill I 2, ill '6' I u) I ill z _j I \) ,E I- <( L ---~ (_, . • It] _J L. u I "AS BUil T" DATE Tin.E REVIEWED BY: INSPECTOR ?" ' ' 1s22 I CIIY OF CARlSBAD SHEETS 57., PLANNING DEPAR"TMENT ( ~ ., PLANTING PLAN FOR, '-E:~-_/"' - CARLSBAD COMPANY STORES ,,,., APPROVED: /(?~cf_,,/' 3-'-l-t.z ASSISTANT PLANNING OIREClOR DATE DWN. BY: PRD.ECT NO. DRAWNG NO. CI-IKD BY: RVWD BY: SDP96-03 351-9L h: \95039-01 \LANDSCAP\CS-LA-2.DWG ~ l l Cl.JP "beM :;a,• ~ox ZA-"~ 68 CAR tvfAC 0--------+------------, I GAL. I':'\ .; +4 NER P.S. \0--~------+--------------. 5 GAL. C';;.--6-NER RED 12 BUX JAP 36'1 RHA CLA ®---------+-----------, 5 GAL. 2'1 TIP TIP 24" • 15 GAL. I GHLINE -SHEET 22 / I ! t / '·~ -----"-,;'-,-~ ~-~ ..................... ~~ ~ __ _, / _A_ /:J ~LJ .. A_J~ ---··"- lU > oc D )- oc I- z => () \.) J: <( Q_ :t \) J.I) rn 2 lli z ~ J: \!) lfl t .. I + . . I . . /! I+ . I ~@F==:__ CONGRETE MOIAIING GUR8\ .. I ·. + I . ""'""7~@~~===EXISTINiS MELALEUCA QUINQUENERVIA TREES(2 :lbl,i=~ REMOVE AND DISPOSE OFF SITE ~--MONUMENT SliSN 25'x25' STREET-- CORNER SIGHTLINE 4 OLE S.H. 36'' BOX 26 AGA AFR 5 GAL. PEL PEL ~ L__ ________ I_G_A_L __ +.--18-,-, o-.c-_----~ SEE SHEET 20 FOR PLANTINiS LEiSEND SEE SHEET 1'1-20 FOR PLANTING SPECIFICATIONS SEE SHEET 91 FOR PLANTING DETAILS / / ~ RHA PIN ©---+--_.:c:._-=-..=.:::._+_:__:_:__:__:__:_ ____ _J "', ----. ----------. TYPIGAL LliSHT STANDARDS ROOT GONTROL BARRIER (TYP.) ---. ........ ~ .....,_ ---......__ ~ ----, ------21 LAN tvfON c"""--~=------+-'----____;;_----0 --~.:~.:~.±-GAL ----~ ....__ ----..__ -~- LJ C C C C ~ fi 1-w w I u) w z _J :r () I- -<{ 1L ~---------+-BUS STOP P A 5 E O D E L N O R T E tvfYO PAR \ 20 I PHO TEN FLATS '1" O~,~ lLLLLLLLLLLJ L__-----+-------0 ,,.--..r----'h------ 5 GAL. ---------"24-¾ ER V'lHI 0 L__ _____ --+_T_U_R_F _________ LJ s1&t"11L--'-1-~=~--------=~-r--&-,--'15'-G'-A.:.......C...L-+ . ....,.=:.;_;;_:.....::....:.:_____ • 440' pf<-\~~~-~_:-< _____________ 1_8-+I-S_T_R_R_E_G ___ CD 5 GAL. 12 QUE ILE "AS BUILT" 24"BOX + ,--APPROVED FOR PLANTING DELORENZO I ·1;':~ AND IRRIGATION ONLY, INCORPORATED TillE fl,B INCLUDING PRECISE ~\ s,~ 'j_J REVIEWED BY: * "].. -,., * LOCATION OF PLANTING Dal~ - ~~~ AREAS. INSPECTOR Planning DATE DATE , Landscape [m CITY OF CARLSBAD · SHEETS 57 3 CONTRACTOR/OPERA TOR SHALL ONLY APPLY SUFFIGIENT IAIATER TO PROMOTE HEAL THY iSROIAITH OF THE PLANT MATERIAL. AT NO TIME IAIILL THE GONTRACTOR/OPERATOR APPLY IAIATER AT A RATE OR FREQUENCY IAIHICH CAUSES RUNOFF OR SOIL SATURATION. 0 S 10 20 40 EET 25 -__;__-KEY MAP A:rdlitecture -1775 Hancock Street Suite 150 San DiellO, CA 92110 619•295•5115 Fax: 619•297•2354 -42-'ll BM II\ --/Z-E.V. I Ni;:.W el-le.ei 48 PI..AfJT i::;:>( lAl-!1TT\ E,;;, / A DD TRf.E.\:> DATE INITlAL ' ENGINEER OF WORt< REVISION DESCRIPTION PLANNING DEPARlMENT ,. PLANTING PLAN FOR• L, u ~ CARLSBAD COMPANY STORES ~ ~ ~ APPROVED: ~ I/ --;,,,--s4f? (, /1.t/7 IA ASSISTANT PL.ANNING "'t IRECTOR DATE DATE DATE INITIAL OWN. BY: PRO.£CT NO. DRA'NING NO_ INl1lAL CHKD BY: R\IWC BY: SDP96-03 351-9L D ·i: \95039~ 01 \lANOSCAP \CS-LA-3. DWG 1qe, 1'14 L:AN MON SEE PLANTING PLANS 333-2N (CARLSBAD Clrf DRAl"IING NO.) FOR EROSION CONTROL SLOPE PLANTIN6 THIS AREA. STORM DRAIN -SEE SITE IMPROVEMENT PLANS-~ ~-----------------0 I GAL. r I ---t - C I _____L 20' CMl"ID E SEMENT / (RECLAIMED ATER LINE) I I FIRE DETECTOR ASSEMBLY(TI'P.) 10 NER P.S. r;, ~-----------+----------~ 5 GAL. TI'PICAL LIGHT STANDARD L L L L L L L ELECTRICAL TRANSFORMER(TYP.) TURF ~ ~-----+--LJ 15 AGA AFR 0---------+----------~ I WI z __j I1 \) I- <( II D r-- / --- I 's I -/x/xy<, X ':<_, . . ,x / . ,,./ /"· / ' .X X / ...,_ / . 4'04""1-RHA FIN ~----------+-------+--© 5 GAL. 0-B" FIT VAR '------------+-----------"=----0 5 GAL. SEE SHEET 20 FOR PLANTING LEGEND SEE SHEET ICl-20 FOR PLANTING SPECIFICATIONS SEE SHEET 31 FOR PLANTIN6 DETAILS CON TRAC TOR/OPERA TOR SHALL ONLY APPLY SUFFICIENT V'IATER TO PROMOTE HEALTHY 6ROV'ITH OF THE PLANT MATERIAL. AT NO TIME l"IILL THE CONTRACTOR/OPERATOR APPLY V'IATER AT A RATE OR FREQUENCY V'IHICH CAUSES RUNOFF OR SOIL SATURATION. rZ> S lrZ> l:;2" DRAIN. INLET I.E_64.0- 5 GAL. '--------+---HY_D _____ -Ux7 HYDROSEED MIX ~ POINT OF CONNECTION TO STORM DRAIN SEE CIVIL DRAJ."llNGS I.E. 5"1.36 SHEET 21 ~~HEET2B 20 40 KEY MAP I I DELORENZO INCORPORATED Planning Land!lcape Arebitecture -1775 Hancock street Suite 160 &n Diego, CA 92110 Fu: 619•297•28M - 1q ~ NER IAIHI 0 ~--+-----■ 15 GAL. s I ~o -t:J' STR REG 0---------+---------~ 5 GAL. ~2-44 BUX JAP ~----------+------~---Q) t- i -1 t~-· 5 GAL. I ================~,-~~~-~=2=2~~~'~'--~#:===-======= 1=~ C I I I I I -tt=== LJ ~-~~A~ , =i. /"'g;~ /_/----· \ \ ___ , __ , __ _ MATGHLI E SH ET 25 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" llll.E R:E'Y'IE:-.ED BY: INSPECTOR ~4 Cfl Y OF CARlSBAD l-------+----t--------------1----+----+--+---~ LZ±J Pl.ANNING DEPARlMENT t----+----+--------------1-----+---+--+---_. PLANTING PLAN FOR, r-- N I- ill ill I U) DAlE CARLSBAD COMPANY STORES 4.zq, et'! L& DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN. BY:-~- CI-IKD BY: __ _ RVWD BY: PRo.ECT NO. SDP96-03 DRAWING NO. 351-9L HATCHLINE -SHEET 24 N, N I-w w I \J) '· C w z _J I I \J I- <{ L 10 S2" PHO TEN 0--------+-------~ 5 GAL. SEE SHEET 20 FOR PLANTIN6 LE6'END SEE SHEET ICl-20 FOR PLANTIN6' SPEGIFIGATIONS SEE SHEET 31 FOR PLANTIN6' DETAILS :!1--- \ \ J J ~I -ie, 154 BUX JAP ______ --.:...... __________ Q) 5 GAL. -z..... -4' PHO CAN B 4 B • ffi _J_ l____1J HATCHLINE -SHEET 21 r - """=== ( ~~ ) ==="=-====--= "'=====' = '==== w ========""'==c;!Y"====" Fi!;o-------=6:..+.-:_:NE=--:._R:.....R:......=E:.::.D __ ......,....e::..._ _ ___, 15 GAL. TYPIC,AL STORM D~1N -SEE SITE IMPROVEM PLANS HATCHLINE -SHEET 26 ill 2Gf LAN MON o--------+---------- 1 iSAL. ,zo :zt RHA PIN ©--------+-------------~ 5 GAL. -----+--~ -------\ HEET BO DELORENZO INCORPORATED Planning Landscape Arcmtsctu:re -1775 Hancock street Suite 150 San Diego, CA 92110 ~ IZ---i--::r-NER P.S_ ~--------+----------~ 5 GAL. TIP TIP 24"BOX APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. GONTRAC, TOR/OPERA TOR SHALL ONLY APPLY SUFFIC.IENT ~ TER TO PROMOTE HEAL THY GROY'ITH OF THE PLANT MATERIAL. AT NO TIME Y'IILL THE CONTRAC.TOR/OPERATOR APPLY Y'IA TER AT A RA TE OR FREQUENC, Y Y'IHICH GAUSES RUNOFF OR SOIL SATURATION. ru ----KEY MAP 619•295•5115 Pu: 619•297•2354 - 0 5 10 20 40 DA TE INl17AL ENGINEER OF WORK REVISION DESCRIPTION DATI: INITIAL DATI: INITIAL d_) N I- ill ill I \J) ill z _J I \.) I- <{ L \ \ TYPIGAL LIGHT STANDARDS x/ / A ~ "AS BUil T" TITLE-------~ INSPECTOR CITY OF CARlSBAD DATE CARLSBAD COMPANY STORES D't\N. BY: __ CHKDBY: __ RVWD BY: PROJECT NO. DRAWING ~0. SDP96-03 351-9L H: \9503Q-01\l.AND$CAP\CS-1..A-~.owc; rn ('i I-I w w I \J) I !JI E] ENTRY HONUHENT SEE SHEET 20 FOR PLANTING LEGEND SEE SHEET ICf-20 FOR PLANTING SPEGIFIGATIONS SEE SHEET 31 FOR PLANTING DETAILS CONTRACTOR/OPERA TOR SHALL ONLY APPLY SUFFICIENT HATER TO PROHOTE HEAL THY GROV'ITH OF THE PLANT MATERIAL. AT NO TIME V'IILL THE CONTRACTOR/OPERATOR APPLY V'IATER AT A RATE OR FREQUENGY Y'I.HIGH CAUSES RUNOFF OR SOIL SATURATION. 00 AL. 11 \ \ II TYPICAL STORH .,.1, 1 DRAIN -SEE SITE 11 \I IHPROVEHENT PLANS 11 • . . • • . • . • • . • . . .. . . . . . •• ___ SECURITY __ ---------GATES 25'x25' CORNER SIGHTLINE (TYF.) 116 AGA AFR 5 GAL. PEL PEL I GAL. IB" O.G. \ \ 0 !;, 10 0 20 INE -SHEET 25 □ . . \ \ \ \ \ \ \ \ \I \ \ ------._ \ FA5EO 0 40 0 0 H)=c------, 0 0 • • '2?.4 298 RHA PIN '------~~------t---------© 5 GAL. /' ,,.. /' /' / ,,-/' ,,-/' /' /' ROOT CONTROL BA8-RJ~ (TYP.) / ,,-/ ,,-,,-/ ,,-,,.. / / ,,.. / ,,,.. DEL NORTE 16 PHO TEN 5 GAL. I 4---f-8t PRU GER • 24"50X B03TEJVI & l;;>~-54' ® 5 6AL. KEY MAP 24 BLJX JAP _J 5 GAL. ____ .__,__ _____ ___,.,:;__ _ __:._lt.._.;_:19~N~E=-.:R__;_R~E::...:D'------,--0 15 GAL. --re>-101 NER P.S. ,:, v--------t---------~=-------~---------,~-~ 5 6AL. ~----_----,,. _____ 2_5-+--N_E_R_V'l_H_I ---t---0 15 GAL. z._ C,.LJP f:::>E-M 14---+-H TIP 24"BOX + TYPIGAL LIGHT STANDARDS DELORENZO INCORPORATED Planning Landscape Anmt&cbn-e -1776 11,mcoclr street Suite 150 San Diego, CA 92110 819•396•6l1li - \ \ 440, DRIVEV'IAY S16HTLINE \_ CONCRETE HOV'II NG CURB 34 STR REG '----------+---------0 5 GAL. '2-lP\ 21919 RHA GLA '-------'--.::.....;....:..+-::---------® & 5 6AL. J L_--~~~~4_'._T~URc:::F'----____ D JVIYO PAR -L........---..-------+--- FLATS Cf" o.c.. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" Till.E --------- REVlaED BY: INSPECTOR DATE ~ Cfl'Y OF CARI3BAD I---+---+--------------+--!---+---+---, ~ '----PLAN_N_ING_DEP_AR_TM_EN_T __ t---fi,I DA TE INITIAL DA TE INITlAL DA TE INITlAL ENGINEER OF WORK REVISION DESCRIPTION PLANTING PLAN FOR, CARLSBAD COMPANY STORES DWN. BY: __ _ CHI([) BY: -~- RV\I,{) BY: PRO-.ECT NQ_ SDP96-03 OR/11\lNG NO. 351-9L H: \95039-01 \LANOSCAP\CS-LA-6.DWG SEE PLANTIN6 PLANS 333-2N (C.ARLSBAD CITY DRA~ING NO.) FOR EROSION C.ONTROL SLOPE PLANTING THIS AREA. r --------------- -!J I TIP TIP 24"BOX I -----------------------------------~, -----=---------==----_ ---=----,---,- • "'t N I-w w >I lf) I J w z - I _j I /' \) I- <( L I = ' - I V® . LJ l -• -···· - ! I ' I - t ~ ~-J \ I □ f j ' f ,, ~ .. ,. ... ?i' = ~~ .--=a· - l ~ --~ ----· ,------------ " ---t--t..-------;--i-------+---t----+-+-----,-r--------t--t------i---;---, ' ~~~ . J • I ! ... I I ' ' I C ~ ., ' ~-Ol ~ ·1..____-f-----4"-,--~r,----~rJ~--=:_ __ ~ _,---------_____ .,,-~,,--...... -----~ Iv " I, J [-ii'fl(l,~_I filJ P r P ~ <""'"j Jpppp <,. ,,,,,-V . --..i\ V j J p p p p p p p ..J _,_ V , --.. --. +-,------t--+----i------i --+---++---+-+----+-t----t--1"------t··. I j .U.,J .) ~ JJJ J .J J .J .J--1.. J p p p p p p .c C "' il 0 --KJJ --ts r--r-~ .J J ..J, j J ti.) S S SY j J 1YPIC.AL L16HT STANDARDS_7 ,-, .,,-...._ ~. ~ ---r -.....,r _,, • I ------rv .., --L:::::::--, -.. I • ' Ir.:' I l. ,,,_;; 'T L -"" ' ... ~ ' 1 1r , '7 , , \ __ • ___ _ --+---~--+-· -+--+-t-?fi,,~, ~II -,7----+----+--t----+---.,-- 1 \.,,...---..., r ' p-.. .- L L " L L L a\ I '6 1 d6 ~---- 5TORH DRAIN -SEE SITE IMPROVEMENT PLANS I V -,__ -~ ) I -'-. ~ / 114-118 5 GAL. & 1l RHA PIN - C C L ( C C CC' L C C C C C " :JI a::: ---------------------------- I I C) rn 1-w w I IJ) t·1,-1\" ')."J •.x._·1,,.,_·M_. __ ..._ I ---.-----.-- □ ,J r--"· -- I 0 ~- 'B ® © ~ I a~-~~~= -~- r--,---\ ~•) ---,---,-------,~-,-----,7-···-----rc ~::::-------s:::: ~ I --<"·-r:f!) µ., --~--------~ --~IP'-l~------~s ( ~ i , -~-3}[7,\~,. CF. 0 1 1-__ i= • = -----··-- Li I •• , -- I 1.----------- p • ~, I I \ \\ / I \ \ I /~ ~/ [ C - E \ \ 0 0 -ff-.--_®_ -'-,;:"'-, :\L---J \ -~ V ~ ~ ~ -l"'-'c ·~1 __ ,_ ---===···=171R'cC:to:r...'.§::::2!f_ ---• ~ ----i---.....,...----t-------,,-....,. ------it----------11----- - SEE SHEET 20 FOR PLANTING LEiSEND SEE SHEET IGf-20 FOR PLANTINiS SPECIFICATIONS SEE SHEET 31 FOR PLANTIN6 DETAILS GONTRAC. TOR/OPERATOR SHALL ONLY APPLY SUFFICIENT ~ATER TO PROMOTE HEAL THY 6RO~TH OF THE PLANT MATERIAL. AT NO TIME ~ILL THE C.ONTRACTOR/OPERATOR APPLY ~ATER AT A RATE OR FREQUENCY ~HICH CAUSES RUNOFF OR SOIL SATURATION. • ~~--............... ~ - MATCHLINE -SHEET 25 0 :;, 10 20 40 -..... . • SHEET 24 KEY MAP '- MATGHLINE -SHEET 28 -- ~~ APPROVED FOR PLANTING DELORENZO ~~F.Dl,~ AND IRRIGATION ONLY, INCORPORATED 1~ TI~ \ .. INCLUDING PRECISE ~\; "''..~'" * 'l.-·JD-17 * LOCATION OF PLANTING Dl!lto ~Q,~ AREAS. -Planning Landscape Ardritecture -1775 Hancock SI.reel Suite 160 San Diego, CA. 92110 819•295•5115 Fu, 819•297•2354 ~ -4-2.·'li e>r1 11', ~ f2El.l-f r-1€.W '!,l,.le.e.,T '7'2-t.. I I •"f" IP. PLll-lUT auAl'-Jir1"1€.~/ A'OD ,Ree,::, DATE INITIAL DATE INITIAL DATE INITIAL DICINEER ~ WORK REVISION DESCRIPTION "AS BUILT" DATE '!1TLE REVIEWED BY: INSPECTOR DATI' -r --' -CTzJ Cl'l'Y OF CARLSBAD ( SHEETS 57 -~ 7 PLANNING DEPAR1MENT _,_ PLANTING PLAN FOR, \.'-~ ~~ - CARLSBAD COMPANY STORES ~ / APPROVED: t~?lf ..J-f'-97 ASSIST ANT PLANNlr<1G ..,m.ECTOR DATE DION. BY: PRD.ECT "10. DRA"'ING NO. CHK□ BY: SDP96~03 351-9L ~VWIJ BY: H: \95039-01 \LA~DSCAP\CS-LA-7.DWG MATGHLINE .SHEET m N -'o~V-r-~,---------, 1-w w I U) & :, -5-TIP TIP 2411 Box 0-~--3 NER RED 15 <SAL. GONTRAG TOR/OPERATOR SHALL ONLY APPLY SUFFICIENT Y-IATER TO PROMOTE HEAL THY GROV',ITH OF THE PLANT MATERIAL. AT NO TIME V',IILL THE C,ONTRACTOR/OPERATOR APPLY V',!ATER AT A RATE OR FREQUENCY Y-IHIGH CAUSES RUNOFF OR SOIL SATURATION. / 0 7 0 0 0 TYPIC,AL STORM 0~1 SITE IMPROVEMENT -SEE NS 14 20 STR REG ®---+------+---------~ 5 GAL . .;> 1015 12'1 JNER P.S. ©--......... ------!----------~ 5 GAL. ) t;,'2-53 BOU TEM ®------,f--------t----------~ ill 5 GAL. 111 RHA CLA ®-------~-----------5 GAL. SHEET 24 SHEET 2i ET 25 0 S 10 20 40 ----=---- MATGHLINE -SHEET 30 -----------rr-------- C C C C KEY MAP 1 I ~;;:::- I I I I I I I ROOT·-~ C,ONTROL BARRIER (TYP.) 25'x25' CORNER S16HTLINE MONUMENT S16N 1/~~ I , . .,.. DELORENZO ·1-~,:~-< INCORPORATED .. J Sloo * ~-fl ~ 17 * ~ Date • ' ~l¥>~ Planning Landscape Ardritecture - 177fi Hancock street Suite 150 San Die10, CA 92110 619•296•6115 Fu: 619•297•2354 TYFIC,AL Ll6HT STANDARDS 42 LAN MON ~-----------t----------o I GAL. 4 QUE ILE 24 11 BOX MYO PAR FLATS <:!" a.c.. 25'x25' GORNER Sl6HTLINE lfg AGA AFR '-------------~~~~'.'...++~~~_i_::::_--0 5 GAL. & 16 :20 PRU GER 24"BOX PEL PEL I GAL. 18" o.c.. SEE SHEET 20 FOR PLANTING LE6END + • SEE SHEET IC!-20 FOR PLANTING-SPECIFICATIONS SEE SHEET Bl FOR PLANTIN6 DETAILS "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, TITLE INCLUDING PRECISE REVIEWED BY; LOCATION OF PLANTING AREAS. INSPE:CToR , DATE DATE -. . I S2E8T I Cfl'Y OF CARlSBA[ ,. .1 SHEETS PLANNING DEPARTMENT 57- PLANTING PLAN FOR, • . J CARLSBAD COMPANY STORES 3-t/-'i? -4· !!-'n l?.:oM 1/1\ BA-Se. ~VJ NE.w ~~T -';,'?> (,,fl '-1'7 /_.,1'<-, I APPROVED: ~ : ASSISTANT PLAN !RECTOR DATE I Pt..AI-.IT G:>f •At-.l"T'l'iiE.<;,. / Anc, TQEJ=.5 DI/IN. BY, PROJECT NO. DRA'o\lNG NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: 351-9L REVISION DESCRIPTION RVYAJ BY: SDP96-03 ENGINEER tlF VIURI< H: \950.39-01 \LANDSCAP\CS-LA-8.DWG / ROOT CONTROL BARRIER (TYP.) ~ / / / / ' ~ ✓ TYPICAL LIGHT STANDARDS / / / TYPICAL STORM DRAIN -SEF---....J SITE IMPROVEMENT PLANS / ' / / / / / ,,,-: / // / /--:,, / --:,,--:,,--:,,--:,, / / / / '· \ \ \ \ / / / / / / / 0 S 10 20 24 CAR MAC I &AL. 13 TIP TIP 24"BOX & r:W ·12-4 HA PIN © 5 GAL. 18 NER IAIHI 0 15 GAL. 163 RHA CLA ® 5 GAL. SEE SHEET 20 FOR PLANTING LEGEND SEE SHEET 1"1-20 FOR PLANTING SPECIFICATIONS SEE SHEET 31 FOR PLANTING DETAILS CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT Y'IATER TO PROMOTE HEAL THY GROY'ITH OF THE PLANT MATERIAL. AT NO TIME Y'IILL THE CONTRACTOR/OPERATOR APPLY Y'IATER AT A RATE OR FREQUENCY Y'IHICH CAUSES RUNOFF OR SOIL SATURATION. 42--§5 LAN MON ~--------...,,__-----+---------0 I GAL ~------------+_M_Y_O_P_A_R ___ ~ FLATS "1" O.C. ~ ~ V\ TURF ~ ~--------+----□ 4 QUE ILE 24"BOX + '1 PHO TEN '----------------------------f---------0 5 GAL. DELORENZO INCORPORATED APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T'' TITI.E --------- REVIEWED BY: INSPe'CTOR Planning Landscape Aldrlt.ecture t----+----+--------------+-----t--+----+-----t CT[] CITYP2r.G ~ -1---+---+---------------+-----l--+----+-----1 PLANTING PLAN FOR• 1775 Roncock street Suite 150 CARLSBAD COMPANY STORES San Dte10, CA 92110 Fax; 619•297•2354 - 40 DA TE INITIAL ENGINEER r,; WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL APPROVED: DATE D'IIN. BY: __ _ PRo..ECT NO. DRA"'NG NO. CHKD BY: __ _ RVWO BY: SDP96-03 351-9L h: \95039-01 \LANDSCAP\CS-LS-9.DWG I I & I w w, I \j) SEE PLANTING PLANS 333-2N (C-ARLSBAD C-ITY DRAr"'IIN6 NO.) FOR EROSION C-ONTROL SLOPE PLANTIN6 THIS AREA. ~-----5--M_Y_O_L_A_E ___ 0 5 GAL. U \ \ \ \ \ ROOT C-ONTROL BARRIERS (TYP.) _LLLLLaL LLLL L L L L L L L L 0 L ~ L L " L L L L L L L L L L L L L L L L L LLLLLLL'-LLLL ll_LLLLL. LLLLLLLLLLLLLLLLLLLL TYPIC-AL LlcSHT STANDARDS _J_ __ I I I I I I I I I I I I I I --1 I tvfATCHLINE SHEE I I ,w, 20 TIP TIP 24"BOX 40 CAR MAC. ~---------+---------0 I GAL. ~-----------1'1------t-N_E_R_~_H_l ___ o 15 GAL. C-ONTRAC-TOR/OPERA TOR SHALL ONLY APPLY SUFFICIENT r"'IATER TO PROMOTE HEAL THY GROr"'ITH OF THE PLANT MATERIAL. AT NO TIME HILL THE CONTRAG TOR/OPERA TOR APPLY HATER AT A RATE OR FREQUENCY r"'IHIGH CAUSES RUNOFF OR SOIL SATURATION. 20 5HEET 40 \ C..l.Jf' SEM ,--____ l_l _#__,._A_C._A_R_E_D ___ 0 (c ;t."1-11 e:o)( G/'·d.:... \ 14-ACA -t:z.~D ~\ I bA-t.. \\ \\ \ \ \ \ \\ ,---------------..,,,......=-+--------------'--11?_1 _,__15:_:0=-+,_..L=-A____".___'.N~M~O:_:N_:__ ___ 0 1 1 ~---~-\ ( I GAL . ) \\ ~ \ [ill 165 RHA FIN 1.,,--------,--------------\-\---------------+----------© ________---\\ \ ( 5 GAL . J 11 \ r 1\Q'Z.. 116 NER F.S. -- ----- -~\ ____ .\,,. \\ ,---------\----------------+----------© '' \ \_ ~ ~A~~ ) \\ \ \ \ 11 \ Jv!YO PAR \\ 1 FLATS Ci" O.C. \ \ \\ \ \ \ \ \\ \ \ \ \ \ \ \ \ \j \ \ I \ I S OLE S.H. \ 36" BOX \ 23 HEM YEL \ GAL. \ 166 RHA C.LA ,------~,--.--------------------® \ 5 &AL. \ I \ \ \ I \ I \ SEE SHEET 20 FOR PLANTIN6 LE6END SEE SHEET ICl-20 FOR PLANTING SFEC-IFICATIONS SEE SHEET 31 FOR PLANTING DETAILS KEY MAP S QUE ILE 24"BOX DELORENZO INCORPORATED \)II~ f.~ :J! 1/l'!!J,,~~ .,, :l...c...1,£.jj Dal~ ~OF + APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" TIRE ________ _ RE\llEWEO BY: INSPECTOR DATE DATE Pla1111i11g La11dscape Ardritectnre t-------t---+---------------+--t----+---+------f LlQ] y~LA?.~G ~ SHEETS 57 -1775 Hancock Street Suite 150 San Dieco, CA 92110 619•295•5115 Fu: 619•297•2364 - DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER Of" WORK REVISION DESCRIPTION PLANTING PLAN FOR, CARLSBAD COMPANY STORES DWN. SY; __ _ CHKD BY,~-- RVWD BY: PRO..ECT NO. DRAWING NO. SDP96-03 351-9L H, \95039-01\LANDSCAP\CS-LA-10.DWG r® ~1 J_ ~-- @e------ A TREE PLANTING NO SCALE 2 D SHRUB PLANTING NO SCALE 5 .. , .,,, . ,,.. . . ... . CD ROOTBALL. @ GROV'lN-1" ABOVE FINISH GRADE. @ FINISH GRADE. @ 2 X ROOTBALL IAllDTH. @) BACKFILL MIX (SEE SPECS). @ PLANT TABLETS (SEE SPECS.). Q) 2" DEPTH IN SHRUB AREAS. I" DEPTH IN TURF AREAS. 3 @ TOP OF PAVING. (3) 6" HI.SH V'lATERIN6 BASIN. @ UNDISTURBED SOIL. @ PROVIDE 2" MULCH LAYER IN ALL SHRUB AREAS. (j91) DIA 6'..W.VeL.-f:;,iJMPLl"1~E:1'L MA,LL- 112e.B<b 0~1--y ) J,.~RD>< pep·n-1 OF 5 1 OR. UI-JTI L-CL>t-JWcc,10N Win-I 6-TOl<:'..M Dl2.All--l Grl<A\JEL. e,t'"-N I:. A-iH ,g_l;;.E -Rl:,r E. 12-TO C I \J I l-0,;2A \AJ I N&b foe 0101<!.M DRA-1 W LoGA1\oN<o. ~ (i) ROOTBALL. (2) CROV'lN-1" ABOVE FINISH GRADE. @) FINISH 6RADE. @ 2 X ROOTBALL DIA. S @ BACKFILL HIX (SEE SPECS). @ PLANT TABLETS (SEE SPECS.). CT) 2" HAX. DEPTH. @ TOP OF PAVING. (3) 4" HIGH IAlATERING BASIN. @ UNDISTURBED SOIL. @ PROVIDE 2" MULCH LAYER. CD 24" X 24" INTERLOCKIN<S ROOT CONTROL BARRIER PANELS -16' OF BARRIER PER TREE. @ SIDEIA!ALK, CURB, SIA!ALE OR PAVEMENT. @ ROOT CONTROL BARRIER TRENGH BACKFILLED Y'llTH CLEAN SITE SOIL. @) TOP OF ROOT CONTROL BARRIER FLUSH IA!ITH &RADE. ROOT DEFLECTORS AND SOIL ANCHORS MUST FACE TREE @ I" IN. TURF AREAS, 2" IN. SHRUB AREAS. G ROOT CONTROL BARRIER NO SCALE 5 B ~~~---{ 2 l >---1~,1-,11 b:S=~-------{ s 5>---,---------j 8 NOTE: ALL TREES SHALL BE STAKED AS SPECIFIED IN PLANT LEGEND. DOUBLE STAKING NO SCALE CD 2" DIA. X 10' LODGEPOLE PINE STAKE (2 REQ'D.). @ I X 2" V'lOOD BRAGE. @ VINYL TREE TIE (2 REQ'D. PER STAKE). @ 24" HIN. @) SEE TREE PLANTING DETAIL. ½) 12" HIN. C[) TREE TRUNK. @ ROOTBALL. l>----~ ,--------',-------j 3 I PREVAILINIS V'llND PLAN VI EJ/',I (i) FRONDS -TIE V'llTH SINGLE STRAND OF ORGANIC HATERIAL UNTIE AT END OF MAINTENANCE PERIOD. @ PALM TRUNK. @ 4" HI.SH IAlATERIN6 BASIN (IF REO'D). @ TOP OF PAVING. @ 2" IN SHRUB AREAS. @ BACKFILL MIX -100% V'lASHED SAND. CT) 2 X V'llDTH OF ROOTBALL. @ UNDISTURBED SOIL. @ FINISH GRADE. @ PLANT TABLETS (SEE SPECS.) @ ROOTBALL 8 G 4 CD 2" BELOIA! PAVEMENT. ~~~~~~~~-(2) PREPARED SOIL, PER SPECS. SECTION @) PLANT TABLET, PER SPECS. @ FINISH &RADE. @ EQUAL (X) -SEE PLANT LE<SEND FOR ON CENTER SPACIN<S. @ CONCRETE MOY\! STRIP OR HARDSCAPE IMPROVEMENT AS INDICATED ON PLAN. Q) CONCRETE MOY\I STRIP OR HARDSCAPE IMPROVEMENT AS INDICATED ON PLAN. @ EQUALS (X). _,___--+--+---------~@ (3) PROVIDE 2" MULCH LAYER. ® PLAN GROUND GOVER PLANTIN6 NO SCALE ~-----;2 --@) (i) PLANTER -SEE LE6END. @ROOTBALL. @ BACKFILL HIX: 50% SAND 50% NITROLIZED, MINERALIZED SAV'IIDUST. @) 3" LAYER tl:2 CRUSHED ROCK. @ J/',IEEP HOLES .. ; l , J, ~ 'V'IIDTH VARIES lo--~ \ ------, 4 @ FILTER FABRIC. CT) SAUGER. @>------(Bl PROVIDE 2" HULCH LAYER. ~--------,@ E 4 - N l H & PALM P ANTING DETAIL @ 2-' t:'IA-61-!ZA\JE'L "->UMP ( I t--lfJ e.R Mb. L-L -r R.f,!:.':'.:> ,.-,tJ..._y ") Af't"i"Dl( Vt'-"PTH OF ':'>' OR vNn....- NO SCALE 2 , I . L< . - '° b" l CONWecA---toN WlTH '1::>TC>RM D12AIN G12AVE.l-'E?E--NcA·-n-t TREE. A1TACH 1-\0!'<'-I-ZON,t>U---,Y If' R.e.q>Ul~e.D. (D CONCRETE MOIAllN6 CURB. @ 1:1:4 BAR CONT. (TYP). @ FINISH GRADE OF TURF. @) FINISH GRADE OF GROUNDCOVER/SHRUB BED. @ GOHPAG TED SUB6RADE. @ 1/4" TROJ/',IELLED EDGES. NOTE, TOP OF MOIAllNG CURB FLUSH !Al/ TOP OF J/',IALK V'lAY. DELORENZO INCORPORATED Planning Landscape Ardrited:ure - 1775 Hancock Street Suite 150 CONCRETE JvfO~ING C.URB San Dieco, CA 92110 619•295•5115 NO SCALE - F '--""'~ ~ ... ,,,, ~c, ill,-N~~ s,. -.. o. J Date °" POT PLANTING DETAIL NO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" DATE mu; _______ _ REVIEWED 8~ INSPECTOR t---+---+------------+--+---+---+------1 ~1 y OF CARLSBAD I SH5E7ETS I ~ PLANNING DEPARTMENT t---t---------------+---+---t-------1 ;:;:P=.=LA~N~T,;NG~DE~T::;Al;::;LS;:F;:;OR~, ========-~~==~,I.JI 0-fl· 1 IB INITIAL DA TE INl17AL DA TE INITIAL ENGINEER OF WOR:t,i; REVISION DESCRIPTION CARLSBAD COMPANY STORES Dl\'N.BY: __ CHKOBY: __ RV\\t> BY: PROJECf NO. DRAWING NO, SDP96-03 351-9L h: \9:!0'.39~-01 \ T"Tl.-DTL \CS-DET4.DWC w > }- oc I- z => () \) (1) -,, LJ ~--_____,, □ 2: I PER CIVIL PLANS ~=~125' X 25' STREET CORNER 51TELI NES ·---- TC 68.1 r ~ 1 ---+--j'--------if--CONCRETE 1 G CURB I IO I '° tri I \01 I I I I I LAJAIN AREA GRADE NOT TO EXCEED 4, I SLOPE (TYPICAL) REFER TO GRADIN6 PLANS PREPARED BY KAHR AND ASSOCIATES FOR SITE GRADING INFORMATION. MATGHLINE -SHEET 33 r+-"--,J,-----, .--------+---____ ____, HEET 31 ---.... ___ SHEET 34 0 S 10 20 40 KEY MAP / DELORENZO INCORPORATED Planning Landscape Ardrltecbu-e -1775 Hancock Street Suite 150 San Diego, CA 9211 O 619•295•5115 Fil][; 619•297•2354 - TTT TITT f17 ; .... I] APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. \ I r I g (g IEl "AS BUil T" mu _______ _ ~EVIEWED BY: INSPECTOR DATE DATE ~=+==t==============+==~==r==1==i [R] ~==~===+=====================±==jt==i===t==] r,;G~RAiiD~IN~G~P~LA~N~F~OR~,=====-=-=-=.--=.--=.--~::::'...,'z11'\=~ CITY OF CARLSBAD PLANNING DEPARTME'Nl CARLSBAD COMPANY STORES oNCINEER OF WORK REVISION DESCRIPTION D'MII_ BY: __ CHKD BY: A:VWO SY: -- PROJECT NO. DRAWING NO. S0P96--0J J51-9L h: \95039-01 \GRADING\CS=GRD-2.DWG w > {i D {i <( \) C ! rn '°1 I / TC 66.30 ... _ -· ·---.-= CONCRETE MOrilNG-CURB TC 64.58 TC, 64 20 25'X25' STREET CORNER SITELINE REFER TO 6RADING-PLANS PREPARED BY KAHR AND ASSOCIATES FOR SITE 6RADING-INFORMATION. ~ ru 0 S 10 20 40 ' "-------_:/--,"-I-- , ~~ ,/ Jp[JQL~ i=7 [__J □ □ CONCRETE MOJAllNG-GURB T 6 .4 PASEO LAJAlN AREA GRADE NOT TO EXCEED 4,1 SLOPE (TYPICAL) DEL --------. -, ~---+---,,.---,_....-~ lJ---lf!dl.----~lnF~====,,.,./) \ SHEET 94 KEY MAP NORTE DELORENZO INCORPORATED !■ill Planning Landscape Anhltecture -1775 Hancock street Suite 150 San Diesn, Co. 92110 619•295•5115 Fax: 619•297•2364 - / ~ I (1) I-- ill ,ill I U) O,___ ----<O - ----<o,>--------- ll T 61.6 ~~~ APPROVED FOR PLANTING / ..... ' / NO,,.~~ AND IRRIGATION ONLY, I 1H.1 .1 ,1.~ 1 INCLUDING PRECISE i~ •;,~"'~ 2 -_n, * 0818 • LOCATION OF PLANTING ~"'~ AREAS. 4·2·<\"J e,H If'. --f!.E.V -/NE.IN "':>He.e.i ?"-t.,.11, 11 /2, DATE INITlAL DATE INITIAL DATE INITlAL ENQNEER Of WORK REVISION DESCRIPTION llllE RE'IIE1\£D BY: INSPECTOR wJ 3 ill z I _J ::r () I- <{ ~ "AS BUILT" CTl'Y OF CARlSBAD PLANNING OEPARlMENT GRADING PLAN FOR• OATE 0Al£ . '- SHEETS ,. 57 , t~ ....._ . CARLSBAD COMPANY STORES // -~ APPROVEO: -✓,;,~//J/ 3-4-f 7 ASSISTANT PLANNIN\I' DIRECTTE DATE """"· 8Y: PRo..ECT NO. DRA....,NG NO. CHKO BY: SDP96-03 351-9L RVWD BY: h: \95039-01 \GRADING\CS-GRD-JDl'IG [Q] m m I-w w 0 I I U) I __ ,.,,., .. , .... w ' z J/ _j I \) I I- <( :z:: ll JJ TC. 60.5<=! TC 5-=!. 6 q)rJ ,<._ ,<:4'f f(J Jj ffi -·----. ~\ ~ ' _____ ,,_,_ , ~ ~ 63 MONUMENT SIGN --25'X25' STREET C.ORNER SITELINES REFER TO GRADING PLANS PREPARED BY KAHR AND ASSOC IA TES FOR SITE GRADIN6 INFORMATION. ru _1 0 S 10 20 40 ~ r 1 _J // -~~, /A ·,· .. , I (' I / □ □ □ □ □ '-----------' □ □ □ □ □ □ [~ □ □ ~ □ □ [□ :·,, ",,~ I '-"""' ~ .. II ] II J II JJ "' - ' 0 '¾ ·---···~ .. '¾ ',/ ',f . II )) ll JJ TC. 60.62 TC 5<=!.53 TC 5-=! O \ \ PA5EO DEL NORTE DELORENZO INCORPORATED BIi ·1 Planning Landaoape Ardlitooture -1775 Hancock Street Suite 150 San Dieeo, CA 92110 619•295•5115 Fu: 619•297•2354 - KEY MAP \ TC. 60.80 ' I \ \ \ I I I \ \ \ - / -/ I b3 -~ --------~------------- \ \ \ I \ \ ' I ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ LAV"IN AREA GRADE NOT TO EXC.EED 4, I SLOPE (TYPIC.AL) C.ONCRETE MOV"IING C.UR6 "AS BUil T" ~~t' 1& r.::i,:~ APPROVED FOR PLANTING AND IRRIGATION ONLY, DA1£ 1111.E ::t AA.J1 ,'. -, INCLUDING PRECISE 1' SIQn__:,rr• REVIEWED BY: * 1.,,10-ff} * LOCATION OF PLANTING Dete ~°"~ AREAS. INSPECTOR ,, ... I S3E4 I { ' Cfl'Y OF C.ARl.SBAD f I SHEETS I PLANNING DEPARlM~T 5 7 1' ' GRADING PLAN FOR: I ,_) CARLSBAD COMPANY STOnc,;;, 1 -r APPROVF.Dw.:,u,,i! 3~'i.7 ASSISTANT Pe><NNING DIRECTOR DATE ~-'2·'f1 e,r'\ J 1\ ~ f?.;£..V,/ NE.IN ":?1-1-e'..e:t" t:5<P /'.. 11-q1 L,'!L, DATE INITIAL DATE INITIAL DATE INITIAL OWN. BY: PROJECT NO, DRAWING NO. CHKD BY: ENGINEER Of WORK REVISION DESCRIPTION R'v'WD BY: SDP96-03 351-9L He \95oJ9-01\GRADING\CS-GRD-6.,)WG REFER TO GRADING PLANS PREPARED BY KAHR AND ASSOCIATES FOR SITE GRADIN6 INFORMATION. KEY HAP / / \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / □ / ru __ 1 40 / / <',, ~ ...... "'· ' LAV'-IN AREA GRADE NOT TO EXCEED 4: I SLOPE (TYPIGAL) IMPORT SOIL NOTES: I. GONTRAGTOR TO SUBMIT SAMPLE OF PROPOSED IMPORT SOIL FOR CONSTRLJCTIN6 LANDSGAPE MOUNDS TO A CERTIFIED LABORATORY FOR TESTING. A6RICUL TURAL SUITABILITY TEST TO INCLUDE SPECIFICS AS INDICATED IN SECTION 1.4.S.S -PA&E 19 OF THE LANDSCAPE SPECIFICATIONS. IMPORT SOIL TO BE OF THE SAME TYPE AND QUALITY OF THE SITE SOIL. 2. RESULTS OF THE SOIL TEST SHALL BE FORY'lARDED TO THE 3. 4. 5. LANDSGAP G I GT AND CITY INSPECTOR FOR APPROVAL PRIOR TO DELIVRE'r' TO THE SITE. l f=,.R.. '1' PRIOR TO FLA NT OF IMPORT SOIL, CONTRACTOR TO RIP EXISTING-&RADE TO A DEPTH OF 9 11 REMOVING-STONES, STIGKS AND DEBRIS. IMPORT SOIL TO BE PLACED IN LIFTS/LAYERS OF b". IMPORT SOIL TO BE COMPACTED EITHER BY ROLLIN& OR TAMPING TO AN 80% COMPACTION LEVEL PRIOR TO PLACING-EACH NE),'11 LAYER. MOUNDS TO BE SHAPED AND FINISH GRADED IN ACCORDANCE ),'IIITH THE LANDSCAPE 6RADING PLANS AND IN ACCORDANCE ),'IIITH SEGTION 3.2 -PA&E 1'1 OF THE LANDSCAPE SPECIFICATIONS. b. FOLLO),'IIIN6 MOUND GONSTRUGTION, CONTRACTOR SHALL AMEND IMPORT SOIL AS INDICATED IN THE SOILS REPORT. SOIL PREPARATION OF IMPORT SOIL SHALL BE AS INDICATED IN SECTION 3.S.2 -PAGE ICf OF THE LANDSCAPE SPECIFICATIONS. CONCRETE MOV'-11 NG-CURB DELORENZO INCORPORATED Planning Landscape AJdrn£ctnre -1775 Hancock street SUite 150 San Diego, CA 92110 619•2115•5115 Far: 61e•297•23M - APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" Tilli -------- RE\IIE\\m BY, INSPECTOR ~ Cfl"Y OF CARLSBAD ~ l-~f----+-----------+--+----~f----+-~L&JL__ __ P_~_NI_NG_D~_A_R™_EN_T _ _._~L21.J f----+----+-----------+---f----+----+----; GRADING PLAN FOR: CARLSBAD COMPANY STOR f----+----+-----------+---t----+----+----; APPROVED: ·Z.'11 e,/1 C.lJR.& ~l';,ION ~T COuITT ~DA'"--'-TE-'+-"IN..,,__ITl.!....AL...+...:..:'--""'-=--=.__.__...,-=--t-==_.,.,,_..._...._.__--+-_DA-TE-+-IN-IT----l"--"--'-'-1-l-'=-Nl""-llA---IL DWN. BY, --IAL DA TE CHKD BY, __ RVWD BY: ENGIN&R □F WORk' REVISION DESCRIPTION PROJECT NO. SDP96-03 DRAWING NO. 351-9:_ H: \95039-0i\GRADING\CS-GRD-9.DWG REFER TO GRADIN6 PLANS PREPARED BY KAHR AND ASSOGIATES FOR SITE GRADING INFORMATION. ru ....... 1 0 5 10 20 40 / MONUMENT SIGN ---- ~--~r---,,---+--·--~~ SHEET 91 \ \ __.__ ----KEY tv!AP MATGHLINE SHEET 31 T 61.0 I DELORENZO INCORPORATED f1dl :1::<:';; I Planning La.ndeca.pe Amlit.ecture -l 775 Hancock street Suite 150 San Die10, CA 92110 619•295•5115 Fax: 619•297•2364 - / / / \J,l'I~ ~•oe~ 'i1'... -~ I ',,fl,;h , - .,.,11n~e * ,. -1,0 -11 * Det;:i ~"'~ ~ ---= 25'X25' STREET GORNER SITELINES APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 4-Z-<,r eM 1/t\ -MP.P ~.V. / tJe.viJ '='4-lee:t" ""7 f...ff "17 l'B DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION "AS BUILT" DAT£ TITLE REvlEWED BY: INSPECTOR o-~-..... CT[] CITY OF CARLSBAD SHEETS 57 6 PLANNING DEPARTMENT , • GRADING PLAN FOR: -.... ~ CARLSBAD COMPANY STORES APPROVED: --m5u.JL <4?Z ASSISTANT PLANN!ffli OIRECI<.>< DAT£ DVIN. BY: PROJECT NO. DRAWING NO, CHKD BY: RVWD BY: SDP96-03 351-9L h \95039-n1 \GRAOING\CS-GRD-e.owc I I ------l ----- ---"-----------I -------. .. ., .. ---I -. I • ' I ' I ~ I = ,,.. ' n ' I I I ""', . .. ···- ' I c· - ru ·--□ I O>---+-----+-------+--O~--+------+-----« I _J_ __ HATCHLINE -SHEE REFER TO GRADING PLANS PREPARED BY KAHR AND ASSOCIATES FOR SITE GRADINcS INFORMATION. ru 1_ 0 !', 10 20 40 -l-~ ------ -- " ···- - -,= I ~ ~ \ \ - I -.... I -~ I \ \ I \-\ I I I I \ \ I I \ I I \ \ \ TC 14. - / ~----------- \ ll \Id -- I ~ o_ / .. /·· r.,,.,. v__ _ ___ /_ -J /.,.,.-· ~ ..... ____ .,,.,--··'' .~"'- KEY MAP \ \ TC 15.€:i \ DELORENZO INCORPORATED 11111111 Planning Landscape Armitecture -1775 Hancock street Suite 150 San Die10, CA 92110 619•295•5115 Fu: 019•297•2354 - ---- "AS BUILT" ~ APPROVED FOR PLANTING r~~•-oe~ AND IRRIGATION ONLY, DATE ,.•/ N0,.1:.Sl:1,:1 , \ ~ 11,U: I .., _ _,,_ A , o INCLUDING PRECISE Sign f"li 7) REVIEWEO 8Y: * ,z _,, J.j1 * LOCATION OF PLANTING D'iltO ~q,~ AREAS_ INSPrCTOR DATE CTzJ CflY OF CARI.SBAD I SHEETS 57 7 PLANNING OEPARTM~T ► GRADING PLAN FOR, " /2\ , CARLSBAD COMPANY STORES / , . / .• , , , APPROVED: c---//)/F-~-,; i I/ U<1. ,_ t? ?--'(_-£7 ASSISTANT P1 DlRECTSJR . ' / DATE I ,t_ 7.-'rJ II'\ ~eer LOUlslT (;,-11 • .,. L.8 ' / D'lltl. BY: PRo.ECT NO. DRA'MNG NO. DATE INlllAL DATE INlllAL DATE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION RVWD BY: SDP96-03 351-9L h: \95039-01\GRADING\CS-Gi:1:010-0WG PRESSURE GOHPENSA Tl NG SGREEN LEGEND. I OJ I 02 I 9_§" I 0.4 I 0.6 I Q_q } 125 I 1.15 I 2b STANDAAO AND SMALL RADli.15 SPRAY f'ATTERN5 AND ~ BJ66LERS ~ Z 5 5 10' 11• IOH 2' . 6' 1' 10' U<t ________ _ -:CIOTcc-----•j-• -~6c,-' ------'c,,-~IO~•- ~~",;----_ --2"'•-~5--~!f~-=10_'• ______ _ 12f IZTGI . IZTT 9' ~I ,, e· 2' --···3• 5' 1' IO' Z S' ,· e,• _II' 10' 12'« 12'11 12H 12T 2' ~ ~ ~ ~· ~~ 6' 6 10 -·-i2""•~~------~e~--~10-· -~12~.---=----9' -------- 15F 5' 1' e,• 11' IST<l 6 ---I>' 12' lo• 15TT I' 4' 5' 6' e,• t~• 15'• -" -l!ilf . -----~1~------';:,. ---'a5~, ----;;,e,,----,;IZ~------,;15;;.,,. ---=----- 151" 3' 6' e· ·· 1:2· 1s"' l!SQ 2' 5' 1' 12' ----c15=•---=---- 1550 12' X t:l' 14' X 14' Wx16' 20' X W' 25'<23' 1ie,;'~T --------~· X 1e· ~· X l(f' ~'x24' ~· X 50' 15G5T 4' X 12' 4 X .22, .. -4, X U' 4-' X_ ;3&' 4' X 40' 1555T 4' X 16' 4' X 24' 4' X '.26' 4' x·30"'-,~~~---- 19EST 4' X 14' 4' X 1e•-,·4, X 20' PJ.l 5f'AA'( teADs, Ale aJeel..fRS ARE TO l5E F'l'E5GIJRE WMl'l:NSATINI& 6CR!3,N&/l'GS). 11£ J>eOVE Tl'lli.f ISTO Sl:leW TO MATC-H 11-lf K<JZZI.£ AN!> RA!Jli/!'i Ill' E/IGli I-EA!) ON TI-£ FLAN l"llni 1l£ Al'fllc.l\BI..E PGS ¾Rm/. • ltll?IC,A,e; ~ NO= COl-f6INATION5 TO A(,Hl""1c C.ATA!.O& ~ AT !IO PSI. Ol'fl'.ATIN6 RANGE, FLON-0:2 TO 3.1 51"1-f OPERATING FRE5alRE RANGI:-15 TO 10 PSI. 5EE SHEET 5 FOR IRRlcSATION LEcSEND. SEE SHEETS 2-5 FOR IRRlcSATION SPEG'S_ 5EE SHEETS 16-18 FOR IRRlcSATION DETAILS. GONTRAG TOR/OPERA TOR SHALL ONLY APPLY SUFFIGIENT ~TER TO PROMOTE HEAL THY GROY"lTH OF THE PLANT MATERIAL. AT NO TIME Y"llLL THE GONTRAGTOR/OPERATOR APPLY ~TER AT A RATE OR FREQUENCY Y"lHICH GAU5ES RUNOFF OR SOIL SATURATION. ~ ~ 6ENERAL N01ES, 624 11/2" 36.1 62'1 11/2" 18.0 I. LOCATION OF ALL MAINLINES ARE DIAGRAMMATIC. AND SHOv-lN POR CLARITY. LOC.ATE IN PLANTING> AREAS. 2. ALL MAINUNES AND LATERAL LINES BENEATH PAVINcS> SHALL BE SLEEVED V'IHETHER SHOV'IN Ol'l. NOT ON THE DRAV'IINGS_ 5. ALL PORTABLE POTS AS SHOV'IN ON THE PLANTING PLANS SHALL BE HAND V'IATI:RED. l"IPE SIZIN6 C.HART (61"1"1) DIA. Cl-::i" ;200 !><h40 Cl~~1!,, 112" -o ... - 3/"1-" l>-11 6--t> 0-" I" l:l~I& .:i-lS ~-14 i 1 1/4" 11-:u. 14-25 14-:24 I 1/2" Z'J-Sh ,-, ;,_4--00 "-" ~1...$'1 """""" """""" 2 It.!" -;, Sl-14 SO-fQ ~" --10-100 . I 4" --100-18>0 . --- ~ ru I 0 S 10 20 40 :2,1 SLOPE -SEE CIVIL PLANS - 522 11/2" 35.0 621 11/2" 41.6 ------- IRRIGATION ~ L055 GALGULA TIONS Control Valv• No., B-:24 Volvo ,i,,,, I 1/2' Fl"", 96.1 9-P"· SEE l~~IG>ATION PLANS 555-2N (CARL56AD DRAv-llNG No) POR SLOPE IRRIGATION THIS AREA TYPIC.AL SITE: DOi"IESTIC. V'lATER LINE E.,-,otlon at 5<M'«> (f>,O.C,J Ele'l<llloo at Ht4-t lload Dli'l'or ...... In Elovatl .. 10 qo -20 X 0.4$ BSI I" 22.8 KEY HAP ,a---------------··---- D f 1/2" I ,- 1 □ I I w z _J I \) I-- <( :z= __ _L lL 11 ~ HATGHLINE -SHEEli -=F ~4 8 Total 9pl<>m tle<1d &aln or ll.ooo) (l>.66) TOTAL 5l'5TEl-f HEAD LO% (l>i,t,) PIPIN6 I..05S AGGl.1-1. SECTION 1Yf'E Malnlln8s l.aterol L"8S Cl. 615 CL 315 Cl. 200 Cl. 200 Cl. 200 Cl. 200 Cl. 200 Cl. 200 SIZE 21/2' 4" 2· I 1/2' I" 314' 314' 314' llcN61li 51"1-f 125 :l6.I 4!'i!1 961 94 :l6.I I> 3B2 24 203 2:1 1.1 25 42 20 13 TOTAL PIPIN6 L055 Ml9GEI.I.Ai'EM l.05S/6AIN ITEM SIZl' rlur M,,ter 2" El<>,k Flow Prev 2' stra!Mr" 2" Alt,,, NA Pt ... R,,,,i,l<Mr 2' ti) _/6<111 Volv;,,, 2' Ma!>ter Volve 2' Cootrol Valve I 1/2" 10\tl Fitting> Loo5 TOTAi-1-11=~ LJl55l5 5Y5TaM ~ I..05S CAUUI.ATION TOTAi-SYSTI:M l..()56/6AIN MINll-flJl-f ~ !l!GU11'm AT l.A5T HEAD DESI.SN F'RES:IJRE -AT90U'.CE Rl=>IIJUAL F'REsEJRE IW IW 1;20 NA 120 1;20 120 36.1 L055 IN. PSI os, 022 0.21 O.16 1.16 ose 022 002 {S,oq) L.056 INPSI 11.30 51>0 ISO NA 12.00 2.00 5,30 3.00 3.11> f!',/,.46) /41.11) (45.00) (IOl.45) 110.00 e,51 fl,m, 5'12 g.pn,. 5Y5Tl:M HEAD &AIN OR l..05e> Ek,vation o\ Sovru (P.o_c,J lo Ek,vation o\ ~t ~ U Oiff6t~ In Eltv'atlon -'X) X 0.4e9 Total Syot-.om tload 6a~ or 0,-) 113 TOTAL SY5TEM HEAP &AIN 1.13 PIPINGLO% A(;(;l.ll-f_ SECTION T(PE SIZE LfN<STI, -Mo~I- Cl. 315 2 1/2" 10 S<l.2 Gt. 315 4" 1125 S<l:2 l..atorol LlnBS Cl. 200 2 ]/21 10 5'12 Cl. 200 I 1/4" 15 1q_4il CL200 9/4' 15 1011) CL 200 3/4' 15 ere Cl. ,oo 9/4' 15 h.4e CL :100 3/4' 15 4.u.3 Cl. :.oo ~/4" 15 2.11> CL 200 3/4" 15 0.'13 TOT AL PIPING LO.S Ml¾a.l..,INWJ(, L0%/6AIN Im-! J/'1,1,,r M,,t.,, ll<>:.k Flo,; Pr-<iv. 51:r0Nr Flit..- ~--!<89-'lakir (;:zJ &ate/6<111 Valve• Maoter Valve SIZE 2' 2" 2· NA 2" ,· ,. Control Valve 2'' 10% f1tt1n95 Las• TOTAL MISC-1:LLANE0.1$ LO!£e ':>Y5m-! f'l1E5SIM: I..05S CAUUI.ATION TOTAL 5YS1™ L0%/6AIN HIN~ ~ =!REP AT LAST HEAD DESIGN- ~ AT 50ll!£f Rl=>IDJAL ~ 120 1:,0 120 NA 1,0 120 120 5'1:2 L055 IN PSI 0.10 2.03 0.5!> 0.21 OBS 0.46 02'1 0.16 0.06 0.01 /4.24) l..05e> INF51 11.:IO 5.W 1,30 NA 1,.00 2.00 5.30 2.00 3.11 (4861) (46.l!l) (:IODO) (16.1&) 11000 33112 NOTE, StatlG Pres,;ure at Sovrc,, o! Exi~ling Rul"lmed f"l:,ter Line (135 1;i5V Preioo= r~lator to be &et at 110 pol minimum r«om...,nded. "AS BUil T" ~~~ APPROVED FOR PLANTING ~4'•· Z ·/t.J, "fB DELORENZO AND IRRIGATION ONLY, OAT!: INCORPORATED 11 ~ \ TI1l.E _,.--, · ;j; ,r .'. Arl:1h _ .. INCLUDING PRECISE IC~ -< Slgr,e R~EWW BY, ., ti,,_-lo-"17 .,, LOCATION OF PLANTING L. 8/ic/;../ i'.Jell!I • .:S·t?-'!B ~"'~ AREAS. ~· INSPECTOR DAT!: Planning Landscape 138T 11 Cl1YOFCARISBAD I 1557TSI Ardlitalture PLANNING OEPARlMENT -IRRIGATION PLANS FOR, 1775 Hancock street Suite 150 CARLSBAD COMPANY STORES Su Diego, CA 92110 ,,, 819•295•5115 Fn: 619•297•2354 APPROVE~ ;/_/ _,K. h-lfo~z -J M-18 B?'L----,4<;>~,!.'h,;l!--7 F~V/;;1cN5 ,-/,-.<IJ /_~ ASSISTANT PLANNf G 01t'!ECTOR . D11 4•'i•""7 6111,, II'\ ,--~Hl=EFT /,· /1·"11 L-1';, DATE INITIAL DATE INITIAL DWN. BY: M.Sl!w PROJECT NO. DRAWING NO. INITIAL DATE CHKD BY, B.M. ENGINEER OF WORK REVISION DESCRIPTION RIIWO BY, SOP 96-03 351-9L H: \95039-04\IRRIGA\CB-IR-1.DWG CMWD 96-C.440 2,1 SLOFE - 5EE C.IVIL PLAN5 520 11/2" 38.0 81Ci 11/2" 48.5 618 11/2" 44.6 w > oc a )- it 1--- z () \) it <( \) /4" I" .2" 3 4" · I 3/14'" 3/ II I 'l I I I'( I 3 4 .. I SEE SHEET 5 FOR IRRIGATION LEGEND SEE SHEETS 2-5 FOR IRRIGATION SPEC.'5_ SEE SHEETS 16-18 FOR IRRIGATION DETAILS ~ ~;411~ '' """"""'"""'"""-"'" +--- GONTRAG TOR/OPERA TOR SHALL ONLY APPLY SUFFICIENT V'lATER TO PROMOTE HEALTHY GROV'lTH OF THE PLANT MATERIAL. AT NO TIME V'llLL THE GONTRAGTOR/OPERATOR APPLY Y'IATER AT A RATE OR FREQUENGY V'lHIGH GAUSES RUNOFF OR SOIL SATURATION. PIPE SIZIN6 C-HART (6PM) DIA. c,~~oo ""' 40 Cla-915 I/::.!" 0--$ !;!1,1,4" 8-11 b-1/> 0-" •" 1~~1e •H5 <'1-14 L:::: I 1/4" 11-~e 14-29 14-:24 I 1/2" .:2,-* 24-9:;l ~4-e() ' 2" 9,-,;-r S!l-50 SO-!IO :2 !/:z" ~-e.:i 51~14 50-10 9" 10~100 4' 100-,e,o ru 1 0 !;, 10 20 40 HATCHLINE SHEET -Gf-4-1 6ENERAL NOTES, I. LOCATION Of ALL MAINLINES ARE DIA6RAMMATIC. AND SHOV'!N FOR CLARITY. LOC.ATI: IN PLANTIN6 AREAS. 2. ALL MAINLINES AND LATl:RAL LINE5 6ENE::ATH PAVIN<,;, 5HALL 6E SLEEVED HHE::THER 5HOV'!N OR NOT ON THE:: DRAHIN6S. 3. ALL PORTA6LE POTS AS 5HOHN ON THE PLANTIN<,;, PLANS SHALL 6E HAND r!ATERED. /:=-;2;;_" ===---;,~==:_,=1:,.,112;;:,;:::, ==-«,;:_::==:_::1112~" ==----€•)-----11~;4=,,---(j} .. -------,1"'" ---·" """·"'""-½4>----~3~;4= .. ----4 .................... , 828 11/2" 26.0 2" i'. i'. i'. ?/ 3/4" 3/4" 3/4" 2 2" 3/4" 3/4" HATCHLINE -SHEE ,L -~ SHEET+4 ( SHEET-11!-SHEET 15 Y\ .S--r==~~ Ji~=--=-=--~:_ ~~o~-;;:;:-, KEY MAP DELORENZO INCORPORATED Planning Landscape Anhlt.ecture -1775 Hancock Stre..t Suite 150 San Diego, CA 92110 619•295•5115 Fax: 619•297•2354 - TYPICAL SITE DOMESTIC. HATERLIN!a ------7 3/4" 11/4" 3/4" ~$' •. ...,, ~~ ~ * Date 1 °"~ ENGIN~R OF WORK ill APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS .. h i ' I i I I i ' i I"-·- ' ' ' ' ' i ___ _Ji I w z _J I () I- <( L "AS BUILT" _gml::'£.!_~L!!:~~~..l~.,:!!"<--=.c,_., ___ ,a •/.tJ, 925 TITI.E /?---;;;u.-,/ fir,:;/,, ' DATE REVIE'loED BY: -----"L-=..:... .. e-AL;-"--4,..___:_:=---~ ,3~/9 · ~ 8 INSFECTOR DATE IRRIGATION PLANS FOR, CARLSBAD COMPANY STORES APPROVED: DRAl>ING NO. 351-9L CMWD96~C440 H; \95039-04\IRRIGA\CB~lR~i.DWC L.OC.ATE MAINL.INE IN PL.ANTIN6 AREA MATC.HLINE - Bil 2" 5~.3 B16 11/2" 40.0 615 11/2" 41.q w > oc D }- Ii 1- z :::l () \) Ii <( 5/4' I I" I ~ 4" I" I I" I" I 5/ " I" r 4'' 5/!4' I B14 I" \.) I 5/4"' 1/2" '="~,.,!,¾~1:_j,_y 22.0 B13 112" 32.4 612 112" 44.8 BIi 11/2" 4h.5 6ENERAL. NOTE$, I L.OC.ATION OF AL.L. MAINL.INES ARE DIAGRAMMATIC. AND 5HO~N FOR C.L.ARITY. L.OC.ATE IN f'L.ANTIN6 AREAS. 2 AL.L. MAINL.INE5 AND L.ATERAL. L.INES BENEATH PAVIN6 SHAL.L. BE SL.EEVED ~HETHER SHO~N OR NOT ON THE Dl'!.A~IN6::,. 5. AL.L. POl'!.TABL.E POTS AS SHO~N ON THE PL.ANTING PL.ANS SHAL.L. BE HAND ~ATERED. PIPE 51ZIN6 CHART (GPM) SEE SHEET 5 FOR IRRl6ATION LE6END SEE SHEETS 2-5 FOR IRRIGATION SPEC'S. SEE SHEETS 16-18 FOR IRRIGATION DETAILS CONTRAC, TOR/OPERATOR SHALL ONLY AFFL Y SUFFICIENT ~ATER TO FROHOTE: HEAJ.. THY GRO~TH OF THE PLANT HATERIAL. AT NO TIHE ~ILL THE GONTRACTOR/OPERATOR APPLY ~ATER AT A RATE OR FREQUENCY J/'IHICH CAUSES RUNOFF OR SOIL SATURATION. DIA. 11.f!"' a14~ I" I 1/4" I lr.2" 2' :.2 l.r.2" g• 4' ~1.-ei 200 - e--11 1.2-1e, 11-:26 ·;n-u 3'1-'.'1 ,,._,,2 - - !l><;h 40 C..l<-!H ,a15 o-• - 6-e. OJ<l "H6 <:f-14 14-23 14--24 2+<>;;1 24-!IO ""-50 !I0-50 51-14 S0-10 -""10-100 -100-100 0 5 10 20 BIO 2" 40 PASEO B9 11/2" 45.4 DEL 58 11/211 46.1 5HEET+t- +1/~.,, ---· / NORTE 56 ll/2 11 45.1 KEY MAP ii , , ---!I _ __,tr -:: // ~"1 5' e14" I J' ·""'r:::::?!'==:==::JRor7ii7 ~{A~J~~,~:;:;;, ~ . '.~--~:--···-··········-· -~·~~-~~=~ DELORENZO INCORPORATED Planning Landscape Ardlit.ecb1re -1775 Hancock street Suite 150 San Diego, CA 112110 619•295•1H15 Fu: 619•297•2354 - ••••-• """"''''"""'' •• •• ••"-•••••••• ••""""'"""'' '""""'"'"'""""'"""" •••••• .. ••••••'•'••••••"""""~'"""""""'" ,-,w,o • .,.,._., .... .,~ ---•-•-,--••••---• , •• M •• -•----~---- 1 I I ' ' ~ ~ .... ''-> ---. • ,_ --~-1t:L:=--Jf ~---- 65 11/2" 30.0 B4 11/2" 40.3 ___ \.J .. 3/4" 63 11/2" 45.4 \i BUS STOP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ii w z ....J I () I- <( ~ MAINLINE- S. ,(!Ef-f,NO ,::;,_,/2;;!? (T;,P-) "AS BUil T" &f11,ta.'c! t , « ' RE'IIE'o0£D BY: ~L:.:_· ~6:::::'.,_, ~~~c,f~,.., __ 0-11• 78 INSPECTOR DATE ~ I. _CI1Y ___ o_F_CARLSBAD _____ __,I I sHsEE7rs I t--+----+-------------+---+-~~--1----1 ~-PLANNING OEPAR'OAENT . DA TE INITIAL ENGINEER OF WORK Asa-6//ltT .Rev1:;,,,,,vs 5 REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL IRRIGATION PLANS FOR• CARLSBAD COMPANY STORES OWN, BY: ~.SIIYO CHKD BY: ~B-,M~, _ RVWO BY: PRO.ECT NO. DRAWING NO. SDP96-03 351-9L H: \95039-{)4\IRRIGA \CB-IR-3.DWG w z i 3/4" __j I . 20' l'IIIDE C.MYIID EASEMENT :r ! -. 9/4" 5/4" I" 11/4" ~ f 4"l ~~~ .. -/~~ :Jl-'-------,,---11;'"""'4-:-.. ----{J[\-------------'c-1[\-------------(J)-----------------(J).,. -·---- ~I~~~ l,~ 3/4" 3/4" 11/4" B/4" 5/4" I" 11/4" ~ B/4" 11/4" 11/4" _ ___,__ --· ------ 2" 11/4" 11/4" I" 5/4" B/4" ---N·--:3~---------(J»-------------(;!)---------0>-.. ---·-----~[J}------.\-----d 2" ~ TEMPORARY 8UILDIN0 PAD IRRl0ATION. ~ PERMANENT IRRIGATION TO BE DESIGNED "-.. AS PART OF FUTURE DEVELOPMENT (PHASE 2 AND 3). 11/4" 11/4" I" B/4" '3/4" 11/4" 11/4" I" B/4" B/4" 3 11/4" I" I" 3/4" 3/4" '3/4" 9/4" 11/2" ~~~b. ______ LI~':_ ____ ~ 11/4" 2" 11/4" 2" 11/4" I" 974"' ' ...... , --4 ·t--···· SEE SHEET 5 FOR IRRIGATION LEGEND SEE SHEETS 3-5 FOR IRRIGATION SFEC-'S. SEE SHEETS 16-18 FOR IRRIGATION DETAILS CONTRAC-TOR/OPERA TOR SHALL ONLY APPLY SUFFIG-IENT V>IATER TO PROMOTE HEALTHY GRO~TH OF THE PLANT MATERIAL. AT NO TIME ~ILL. THE G-ONTRAC-TOR/OPERATOR APPL. Y V>IA TER AT A RA TE OR FREGUENG-Y ~HI CH G-AUSES RUNOFF OR SOIL. SATURATION. I" 11/4" MATGHLINE - PIPE SIZIN6 C.HART (GPM) DIA. t:.la&S 200 '>d,40 Cl(:IN ~Ii,, 1/:2" o-e $/-I" e---11 t,-e, o-<I I• 1:2-1e. 'l'-15 ..:ll'-14 r 1/..+" l""h2t> I-1-:lSI 1-1-2-1 , 1/2" ::z-r-e,,, 2-1-92 2-1-00 2" 3,--5,-5!>..,Jo SI<)-!<) 2 1/2" ,,,,..,,2 5F"14 50-"Ta ,,. "'10-IOC -1" 100-100 ru 20 2" 11/4" SHEET #= 3"'1 ill M L=::: ...., 40 4 I" 3/4" ------~~~--- 11/4" I" I" B/4" 11/4" I" I" 3/4" • ,._ ' 11/4" I" GENERAL NOTES: I. LOC.ATION OF ALL !Y!AINLINES ARE DIAGRAJ',fJ',!ATIC. AND 5H<?V'IN FOR C.LAAITY. LOCATE IN PLANTIN6 AREAS. 2. ALL MAINLINE:S AND LATE:RAL. LiNE:5 61::NE:ATH PAYIN6 SHALL SE SLEEVED Y"iHETHER SHOl'IIN OR NOT ON THE: DRAl'IIIN<sS. • S. ALL F'Ol'i:TABLE F'OTS AS SHOY"iN ON THE F'LANTING PLAN5 5HAL.L. 61': HAND Y"iATERE:D. SHEET 5/4" KEY MAP 3/4" 4" 5/4" • 11/4" .. 5/4" B/411 B/4" 3/4' DELORENZO INCORPORATED !lliliill Planning Landscape Mdu:tedure -1775 Hancock street Suite 150 San Diego, CA 92110 619°295•5115 - 3/4" a kl 42- MATGHLINE -SHEET 10 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" ____1,5tl't.,::n_~a~~~i/~1~t,~,.~~=:::::...... .A--✓-,Z •IP• Dr!' TITLE . . ~ 11P~. '7}-?1'7. RE'vlEWED BY: --'L=-. --'-"-b,-4--/4_,___,_~--=--~-J /1· qAT£'8 INSPECTOR ~ I S4HE1ET 11 CII"Y OF CARI.SBAD l----+---+----------------1-----J..---I----I-----I PLANNING DEPARTMENT t-----+-----+--------------+-----+--+---1------1 4-2. DA TE INl17AL ENGINEER OF WORK REVISION DESCRIPTION IRRIGATION PLANS FOR, CARLSBAD COMPANY STORES APPROVED: 7? ),:, /; ',JL '--lt:fl ASSISTANT Pl.ANN,...,-~!RECTOR DAT£ OWN. BY: PROJECT NO. CHKO BY: RVWD BY: M.Sffw 8.M. SDP96-03 DRA'MNG NO. 351-9L H: 95039-01\IRRIGA CB-IR-4_DWG w z SEE SHEET 5 FOR IRRIGATION LEGEND SEE SHEETS 2-5 FOR IRRIGATION SPEC'S. SEE SHEETS 16-18 FOR IRRIGATION DETAILS GONTRAG TOR/OPERATOR SHALL ONLY APPLY SUFFICIENT ~TER TO PROMOTE HEAL THY GROV'!TH OF THE PLANT MATERIAL. AT NO TIME V'!ILL THE GONTRAGTOR/OPERATOR APPLY ~TER AT A RATE OR FREQUENCY V'!HICH GAlJSES RUNOFF OR SOIL SATURATION. PIPE SIZING C.HART (GPH) OIA c.l~ :200 ""h 40 G-I.:me 51!!1 !/2" 0-S 3/4' e--11 6-e 0-'I I" ,~~16 ~-19, •=H-4 I l/4" 11-:2& , .... 25 14-,::;i,4 I 1/.:.!M 21-96 24--.>2 24-!lO 2" '31--51 39--00 w.;,o .:z 112M .,,,_,,~ 51-14 !>0-10 ,,. "t0--100 ru I 0 !:, 10 20 l::.: 40 GENERAL NOTES, I. LOC.ATION OF ALL MAINLINES ARE DIAGRAMMATIC, AND SHOl"iN FOR CLARITY. LOCATE IN PLANTING AR.EA5. 2. ALL MAINLINE5 AND LATERAL LINE5 BENEATH PAVING SHALL BE SLEEVED Y'lHETHER SHOY'lN OR NOT ON THE DRAV'II NG5. ;;l. ALL PORTABLE POTS AS SHOl-'IN ON THE PLANTING PLANS SHALL BE HAND l"iATEREO. •~~c ~~ r------,_,------,_,--+---,,-------u-----t-----------------1 -... SHEET-61-SHEET IS KEY HAP DELORENZO INCORPORATED Planning Landscape Amlitect.ure -1775 Hancock street Suite 150 San Diego, CA 92110 819•295•5115 - ffi APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" &< ~ Z•fo-98 OA'i? ...3 ·/t ?!3 ____ _,_______ 1 DA= INSPECTOR •• 1--~-~---__.l.--------,----,----,---.----11 S4HE2ET 11 Cl1Y OF CARLSBAD I I SH5EE7TS I _ PU\NNINC OEPAl<TMENT _ 1----l-----1-----------------t---t--t----t--7 IRRIGATION PLANS FOR, CARLSBAD COMPANY STORES ENGINEER OF WORK CMWD96-C440 H, \95039-04\IRRlGA \C8-IR-6.0WC ill z _J I \) I- <( I ,=~-~"~=~~f~=!:J .I ..... . Tr;tl,_______ __ {j I Ii ··-· ... . ... ii;+--' -- . ~/-... ······-----1 -~' -- • · :014" ... ---· ---··· . .... .c.,_•_ t_'(f", -• I , --------·t·······------ 82 11/2" 43.1 SEE SHEETS 5 FOR IRRIGATION LEGEND SEE SHEETS 2-5 FOR IRRIGATION SPEC'S. SEE SHEETS 16-18 FOR IRRl5ATION DETAILS 3/4" CONTRACTOR/OPERA TOR SHALL ONLY APPLY SUFFICIENT V'IATER TO PROMOTE HEAL THY 6ROV'ITH OF THE PLANT MATERIAL. AT NO TIME V'IILL THE CONTRACTOR/OPERATOR APPLY ~TER AT A RATE OR FREQUENCY V'IHIGH CAUSES RUNOFF OR SOIL SATURATION. / ,/ ,,., ' 11 ,' ... ,., .............. S,1..,4.~ .. . ______ _) 1/4" \ Bl \ , ~-11/2" 46.&~ -,<.-~ \ t \ : I I . I !I 1/41 I I t D 1---·~, e t I r I t I t I t I t 1/211 1/2" 3/4" I I'' MONUMENT Sl&N ill ASI 112" 48.0 3/4" I" .J,•,,~.-.,=e•,•••••• -+€- " , .. :.~·.-;:::.-..:.-.~-.-.:.;.,.., PIPE SIZING, CHART (<SPM) DIA., C,IQe~ _:;;ioo """ 40 C.loet1o ~I~ 1/:2" o-,; ~/4" ,,_II b_,, o-q I• 12~16 <:frl~ .:f-14 I l/4g li~;;ze. l+-28 14-:.4 I 1/,2~ 2"Tr56 24--92 24-<iO a· S-1-5-1 """"" "°"""° 2 l/;2n si,-,,2 51-14 ,0-iQ a· ,0~1c.o m ru 1 ~:::f /?~:~·-·;·.J ----------• -1. ····-···-····-···-···· 1/2" I • u~' __ --~-----+-t"T ___ _ I 2" .k I I I >K I PA5EO DEL ASO ~STORM DRAIN 11/2" MAN!-!OLES 41.8 NORTE A2'4 11/2" SLEEVE AT POTASLE/DOMESTIC LINE CROSSIN6 l:::: ' SHEET...,-SHEET~ --··· I 40 111 l SHEET -er 0 5 10 20 40 ~- ill KEY MAP A28 2" DELORENZO INCORPORATED .. Planning Landscape Ardlit.ecture -1775 Haneook street Suite 150 San Diego, CA 92110 819•295•5115 Fu:: 819•297•23M - A21 11/2" 38.0 ~~~ 1 r::o,oe~, '~--I.I tJJrrJ * k·IP· 17 * Dl'lto ~a,,~ .- <SENERAL NOTES, L LOGATION OF ALL MAINLINES ARE DIAGRAMMATIG AND SHOV'IN FOR GLARITY. LOGATE IN PLANTING AREAS. 2 ALL MAINLINES AND LATERAL LINES BENEATH PAVING, SHALL BE SLEEVED V'IHETHER SHOV',N OR NOT ON THE DRAV'IINe>S. 3. ALL PORTABLE POTS AS SHOV'IN ON THE PLANTING PLANS SHALL BE HAND V'IATERED. A24 11/2" 33.0 A23 11/211 34.4 A22 11/2" 32.4 211 50.0 "AS BUil T" APPROVED FOR PLANTING ~--f . '2•/0, 'f..8 AND IRRIGATION ONLY, . () -DATE ~ .d;-d,. llTI.E , . INCLUDING PRECISE , . REV,Ev,,;J;) ev, LOCATION OF PLANTING L.b;h~ 3·tl·-tfi AREAS. INSPECTOR DATE 1 543T 11 Cfl'Y OF CARLSBAD I l5s11S I PLANNING DEPARlMENT IRRIGATION PLANS FOR• CARLSBAD COMPANY STORES - APPROvED: ;:;,vJ!. 1:.-tK=,1 Z,f<P-fil i$1JL-A5-6LIILT PbVIS10NS S·/7.-..,.M /_-L, ASSISTANT PLANNING-ulRECTOR DATE +.t.47 IJll£, II\ N"li:W ~/, ... r Ii:,,(/· 'f1 L.:t.:':, DATE INITIAL DAlE INITIAL INITIAL D~. BY, M.Sffw PROJECT NO. DRAWING NO. DATE CHKD BY, ~-~- ENGINEER OF WORK REVISION DESCRIPTION RVWD BY, SDP96-03 351-9L CMWD96-C440 He \95039-04\IRRIGA \CB-IR-6.DWG SEE SHEET 5 FOR IRRIGATION LEGEND SEE SHEETS 2-5 FOR IRRl6'ATION SPEG'S. SEE SHEETS 16-18 FOR IRRIGATION DETAILS CONTRACTOR/OPERA TOR SHALL ONLY APPLY SUFFICIENT J,",(ATER TO PROMOTE HEALTHY 6-ROi"lTH OF THE PLANT MATERIAL. AT Na TIME i"!ILL THE CONTRACTOR/OPERATOR APPLY i"!ATER AT A RATE OR FREQUENCY Y'IHIC.-H CAUSES RUNOFF OR SOIL SATlJRATION. PIA 1/2' "/4" I" I 1/4~ I l/.2u 2" MATGHLINE PIPE SIZIN6 C-HART (6PM) C l,::ie,8 ;200 ,..,,40 0ldb-' 31!\ o-5 l>-11 b-e, O-<i 12-16 ~~1!3 ''1'-14 li-2b l+-2~ 14-24 21-¼ 2-2 24-:la e,1-,,-, ,,,,__,,,, "°""'° ru I 0 ::-10 20 40 Al TYPICAL SITE DOMESTIC, J/'IATER LINE 11/2" ...... 32.1 ·----...,,,L 3/4" 1 I. LOC-ATION OF ALL MAINL.INE5 ARE DIAG>RAMMATIC- AND SHOJ/'IN FOR CLARITY. LOC,ATE IN PLANTING AREAS. 2. ALL MAINL.INE5 AND LATERAL. LINES BENEATH PAVING SHALL BE SL.EEVED J/'IHETHER SHOJ/'IN OR NOT ON THE DRAJ/'11 NGS. 3. ALL PORTABL.E POTS AS SHOJ/'IN ON THE PLANTING PLANS SHALL BE HAND J/'IATERED. SHEET+ 4-2--fiHl"lET-+0- KEY MAP -+-- DELORENZO INCORPORATED Planning Landscape Amlit.ecture -1775 Hancock street Suite 150 San Diego, CA 92110 619•295•6115 Fax: 619•297•2354 - 5EE IRRIG>ATION PLANS 333-2N (C,ARLSBAD DRAJ/'IIN6 No.) FOR SLOPE IRRleATION THIS AREA B4" 9/4" L() MATGHLINE -SHEET~ 4r;;- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" gm'!tJ;;._,_ __ 1111£ • Z: a•~-An:;,/,, . RE"1EWED BY:: _~_/ ___ ,23/2_aCzC-::....__ __ -3-tf· 9.f INSPECTOR DATE I S4HE4ET 11 CITY OF CARLSBAD I I SH5EE7TS I t-----t------t"--------------+-----l--+----+----J _ PLANNING DEPARlMENT r----;-------i-----------------+----+--+----+-----l DA TE INITIAL DA TE INITIAL ENGINtER OF WORK REVISION DESCRIPTION IRRIGATION PLANS FOR, CARLSBAD COMPANY STORES ASSISTANT OWN. BY: M.Sll\/0 CHKO BY~ _,s,..M,.____ R'IW BY: CMWD96-C440 PROJECT NO. SOP96-03 llRAVl1NG NO. 351-SL He \95039-04\IRRIGA \CB-rR-7.DWG SEE SHEET 5 FOR IRRIGATION LEGEND SEE SHEETS 2-5 FOR IRRl6ATION SPEC'S. SEE SHEETS lb -18 FOR IRRlcSATION DETAILS CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT J,\l.ATER TO PROMOTE HEAL THY 6RO~TH OF THE PLANT MATERIAL. AT NO TIME ~ILL THE CONTRACTOR/OPERATOR APPLY J,\l.ATER AT A RATE OR FREQUENC,Y ~HIC,H C,AUSES RUNOFF OR SOIL SATURATION. PIPE SIZIN'°' CHAF<-T (6PM) PIA. C.IGlt:!e 200 5,::.h 40 G1aM-315 112· o--'S !3/4" 8-11 I 1/4' li-.::u,-14-29 14-:24 ~-10 ~" "10-100 MATCHLINE SHEET 15 P.O.C. DOMESTIC Y'IATER I" DOMESTIC METER LOCATED IN CIVIL DRAY'IIN6S BO PSI/BO 6PM -----. I l-·-~-----------~-~- 1 Y4• rm------ i::---+---is---7,---------, ,-, ,--+----. 5HEET4-SHEET~4-+ H 1/2" Al5 11/2" 42.8 KEY MAP Al3 11/t 44.3 Planning Landscape Ardlitecture -1775 Hancock street Suite 150 San Die&o, CA 92110 619•295•5115 Fu: 619•297•2364 - Al2 11/2" 33.8 All I" 24.4 Alo 11/2" 42h LOCATE HAINLINE IN PLANTING AREA \ A8 11/2" ~-42h Al 11/2" 48.1 SLEEVE AT POTABLE/DOMESTIC LINE CROSSIN6 6ENERAL NOTE5, I. LOCATION OF' ALL MAINLINES ARE DIA6RAMMATIC AND SHOY'IN FOR CLARITT. LOCATE IN PLANTING> AREAS. 2. ALL MAINLINES AND LATERAL LINES BENEATH PAVIN<S:, SHALL BE SLEEVED Y'IHETHER SHOll'IN OR NOT ON THE DRAVilN6S_ 3. ALL PORTABLE POTS AS SHOll'IN ON THE PLANTIN6 PLANS SHALL BE HAND ViATERED_ "AS BUil T" ~~-, . REVIE'VEll BY, -2. •/b· 18 DA1£ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~L~. l';;,~,~~cf~-~,3-14. 9B INSPECTOR DA 1£ ~ 1,c_r1_·1_·o_F_CAR1.SBAD __ ______,J lsH5EE7TS I ~====~===~============================j====1====1====t===j L:±2._J _ PLANNING DEPARTM~NT _ DA TE INITIAL INITIAL ENGINEER OF WORK REVISION DESCRIPTION IRRIGATION PLANS FOR, CARLSBAD COMPANY STORES APPROVED: ASSISTANT P DWN. BY: ~.srlva CHKO BY: ~a=·"'~·~ RVWD BY: CMWD96-C440 PROJECT NO. DRAWING NO. SDP96-03 351-9L H, \95039-04 \IRRIGA \CB-IR-8.0WG 28 AGA RED GAL. 11 36" BOX & 31 HEM YEL I GAL. ~~ ----~-~~ -·------~~~--,-- ·---;:::=SECURITY GATES 25'x25' STREET CORNER SITE LINES 11 PHO TEN 0-----+--· -----5 GAL. S41 PIT VAR 0---------t---------------- 5 GAL. + FLATS I MYO PAR 831 RHA GLA ®--------+-------------------------- 5 GAL. IN ADDITION TO THE PROPOSED SLOPE TREES, SHRUBS AND GROUNDGOVER, APPLY JA!HITE AL YSSUM (GOVER CROP) TO SLOPE AREA. HYDROSEED AT 6 LE3S PER ACRE AND INSURE '10% COVERAGE JA!ITHIN BO DAYS FOLLOJA!IN5 APPLICATION FOR EROSION CONTROL. SEE SHEET 20 FOR PLANTING LEGEND SEE SHEET l<::!-20 FOR PLANTING, SPECIFICATIONS SEE SHEET 31 FOR PLANTING DETAILS CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT JA!ATER TO PROMOTE HEALTHY GROJA!TH OF THE PLANT MATERIAL. AT NO TIME JA!ILL THE CONTRACTOR/OPERATOR APPLY JA!ATER AT A RATE OR FREQUENCY JA!HIC-H CAUSES RUNOFF OR SOIL SATURATION. ru 0 S 10 20 40 SHEET~ 4"1 47 0 --q ---_,. 1·1·-°', SEE PLANTINrS PLANS BBB-2N (CARLSBAD CITY DRAJA!IN5 No.) FOR EROSION CONTROL SLOPE PLANTING TH15 AREA. l.\ -\--.-.--------------·'"-~ --___ ._. --••··-- \ \ \ \ I I \ I I \ \ \ \ I ~ \ .! . . ......... ---..... ,. .... af.-f.---l\_ :: I I TYPICAL LIGHT STANDARDS I ~TYPICAL STORM DRAIN - : : SITE IMPROVEMENT PLANS 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 /11 I . /. I --.......,--"~~~~,,,~=m ... I ROOT CONTROL \ I BARRIER (TYPJ--, 1 --~~-2: I SLOPE -,- SHEET :30 -~ .-REFER TO CIVIL ..-----"DRAJA!IN5S m~~ DELORENZO INCORPORATED R -=-..!... ·----· ill 14 CUP SEM 24"BOX 2 NER )l',lH I 15 GAL. 45 LAN MON ,-.--------------i-----------0 I GAL. 251 RHA PIN ~--4,,----------+----------4--© 5 GAL. 12 TIP TIP BOX 11'7-<-:=---~----6=---+-E=--5=---G::........:..F...:._R...:._A..:._____~-© 5 GAL. 24" w w & I 1 TRA JAS lf)------''c------+-----+--~ w z _j I () I- <( I: 5 GAL. 44 STR RE6 /"""""-----------+----------© 5 GAL. ----t---OR ,,. 4 NER RED 15 GAL. EROSION CONTROL STANDARDS 51...0PE PLANTIN6 STANDARDS ARE AS FOLLOV'IS, (APf'LY TO SLOPE AREAS ON SHEETS 21 AND 22 ONLY) fil:tLNDARD I -COVER CROP/.JUTE MESH. COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK 6'ERMINATIN6 AND FAST COVERIN6 6RASSES, CLOVERS, AND/OR Y'IILD FLOV'IERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER 51JFFIC,IENT TO PROVIDE "10% C.OVERME f'IIITHIN THIRTY (50) DAYS. TYPE OF JUTE MESH SHALL 6E AS APPROVED 6Y THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFAC.n.JRER. JUTE MESH SHALL BE REQUIRED V'IHEN PLANTING OCCUR5 BETYIIEEN AU6UST 15 AND APRIL 15. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR JUTE MESH MAY BE USED. STANDARD 2 -6ROUNDGOVER ONE HUNDRED (100%) PER.GENT OF THE AREA SHAL.L BE PLANTED Y'IITH A GROUND COVER KNOil'IN TO HAVE: exc.eLLENT SOIL BINDING C-HARACTERl:a,,TICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPAC-E~T PROVIDE FULL COVERA6E V'II TH IN ONE YEAR,). 1 .,,,._,,,,, STANDARD 3 -LOI"! SHRUBS. LOI"! SPREADIN6 SHRUBS (PLANTED F.;:~ I A MINIMUM OF 2-9/4 INCH LINERS) SHALL GOVER A MINIMUM OF SEVENTY (1o%kERCENT OFJTHE SL.OPE FACE /AT MA11.JRE: size). · ~ STANDARD 4 -TREES AND/OR LAR6E 5HRUBS. TREES AND/OR LAR6E SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF I 6AL.LON CONTAINERS) AT A MINIMUM RATE OF ONE (I) PL.ANT PER TV'IO HUNDRED (200) SQUARE FEET. "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. Tifil ---------- REVIEWED BY, INSPECTOR DATE DA"TE Planning Landscape Anhitecture I s4HE6ET 11 crrY OF CARISBAD I I sH5E7E~ I t-----t----t---------------+---+--+----+---1 _ PLANNING OEPAR'll,,tENT . t----+----+--------------+---+--+----+---1 KEY HAP -1775 B1111coek street Suite 150 S1111 Diego, CA 92110 Fu: 619•297•2354 - DA"IE INITIAL DATE INITIAL DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION PLANTING PLAN FOR• CARLSBAD COMPANY STORES ASSISTANT PLANNI,... DIRECTOR 0111>4. BY: __ _ PR0-.1:CT NO. ORA\lo1NG NO. CHl<O BY! __ _ RVWD BY: SDP96-03 351-9L H, \950J9-04 \LANOSCAP\CS-LA-1.DWG 2 2 CUP SEM 36" 24" IN ADDITION TO THE PROPOSED SLOPE TREES, SHRUBS AND GROUNDC.OVER, APPLY ll'IHITE AL YSSUM (COVER CROP) TO SLOPE AREA. HYDROSEED AT b LBS PER ACRE AND INSURE 90% C.OVERA$E ll'IITHIN 30 DAYS FOLLOll'IINe:;, APPLICATION FOR EROSION CONTROL. w > Ii 54 A I -~·--,- .. ~-o•----··-~--~--- \ ~--------~-,,,.---2,1 SLOPE-SE CIVIL PLANS SECURITY GATES 0 ---+---5--G~A~L.,----~-, I ,,. • MYO PAR)- FLATS '1 11 O.G. 14 I PRU C.ER :24 BOX It l- z ::) () 1---c:.: / I I I D---+--T_UR_F ___ \)_----r-.1\fL-L+-~ oc <( \.) CONCRETE MOll'IING BAND ---.Lhf-+----+----~"1-' m co O". () IL il.J z -~-- c----v'= 251x251 STREET -CORNER SIGHTLINES ~~~"-7':)) "r·~.,-- 4 QUE ILE 12 PHO TEN 0 L._ _____ ---1-------P 5 GAL. + 24"BOX 1 SEE SHEET 20 FOR PLANTING LEGEND SEE SHEET IGl-20 FOR PLANTING SPECIFICATIONS SEE SHEET 31 FOR PLANTING DETAILS CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT ~TER TO PROMOTE HEAL THY GROll'ITH OF THE PLANT MATERIAL. AT NO TIME ll'IILL THE CONTRACTOR/OPERA TOR APPLY ll'IATER AT A RATE OR FREQUENCY lA!HICH CAUSES RUNOFF OR SOIL SATURATION. ill ru 1 0 5 10 20 40 I STR REG 5 GAL. 12c::; NER P.S. .,--------------1--------~L 5 GAL. II GLY GAL ,Jt,r----------------,--------~ 5 GAL. 52 BOU TEM ~----------+-----------lB 5 GAL. 8 BOU BRA 1~=1==-r-------.=:.+~~~~--~ 5 GAL. / MATGHLINE 121 TIP TIP 24"BOX SHEET 91 ¥1 4S LAN MON GAR MAC ~----------t----------0 4-S 5---HE_E_T_~ __ . ·-'"'~ --__. __ I GAL. KEY MAP ~ ~~"~' . ~- / / ~,>t-'~-;;;-;::,;=>-,;::-;:-,;-;f--=a:l..-;,;-1~;:;t---T+..::s:;-t;:0:-:::-t---+-+ ./t 1 I.E. 5 ,!_ ,i ·-",.. HYD ~--125 RHA PIN c I •••• ••••• ~-•m• •• ,\_ ' ' ----------·----i---- / ---~ I / --;;>-+-''I< / --f":?&Jli-, I / , -----f--+---V, R DELORENZO INCORPORATED 5 6AL. ~J & ~ ---__Ji 11 4 BUX JAP ~,.__------------+----------0 5 GAL. 6 NER RED 15 GAL. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITI.E ---------- REVIEWED BY: INSPECTOR DATE Planning Landscape Ardlit:ecture l---+---+----------------+---+---+----t------lls4HE7ET I l __ Y_O_F_CARLSBAD ____ ~IISsHE7ETSI _ Pl.ANNING OEPAAlllENT _ -1775 Hancock street Suite 150 San Dieco, CA 02110 6111•295•5115 Fax: 619•297•23M -·II· DA TE INITIAL DAlE INITIAL DATE ENGINEER OF WORK REVISION DESCRIPTION PLANTING PLAN FOR• CARLSBAD COMPANY STORES APPROVED, r-~nV t,-lt-2J - ASSISTANT PL.A1ffi1NG Dll't~ DATE DYt'N_ BY: __ _ PROJECT NO. DRA\\1NG NO. CHKDBY: __ _ RVWO BY: SDP96-03 351-9L H, \95039-04\LANDSCAP\CB-LA-2DWG 5 NER RED 8 ■ 0---------+-------------, 15 GAL. 36Cf RHA CLA ®-----------j--------------, 5 GAL. lL1 > }- ii 1- z => () \.) :t: <{ Q._ l: \.) --I-+-!-+ --r<e.,i~~--,11-"'"...::,,,.,- ' ' ' ' I . ,. I + , . I ' I I . =-~-:-~~-.!!!'.'\ R RI ~....__.~. \ •. "\~ ·,. "·, I GAL. 2'1 I TIP TIP 24"BOX MATGHLINE - m EXISTING MELALEUCA QUINQUENERVIA TREES(2) %ra~~;~REMOVE AND DISPOSE OFF SITE o,i: () ti.. !M ~ii:¾~ MONUMENT SIGN -...__,;,.__, ... _...__,, -~ :c \I) IJ) JO ({) (1) ---··--.,.-···--··· ........... ------... 25'x25' STREET-~ CORNER SIGHTLINE SEE SHEET 20 FOR PLANT I NG LEGEND SEE SHEET IGf-20 FOR FLANTIN6 SPEC.IFIGATIONS SEE SHEET 31 FOR FLANTIN6 DETAILS C.ONTRAGTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT V'IATER TO PROMOTE HEALTHY GROV'ITH OF THE PLANT MATERIAL. AT NO TIME V'IILL THE CONTRACTOR/OPERA TOR APPL -Y V'IA TER AT A RATE OR FREQUENGY V'IHICH GAUSES RUNOFF OR SOIL SATURATION. 36" 4 OLE S.H. BOX 26 AGA AFR 5 GAL. PEL PEL I GAL. 18" O.C. 0 510 20 0 TYPIGAL LIGHT STANDARDS ;;,.. '·, ~ '· ', '· '\ / ··-...., '\ / •,, ' ,,\ '··, \ ·-.,_, ' ' ' \ ·,, / . \, x· ,, ',-.,,_ '··x./ ..... , ...... _ "'"'- -:---.... ,, / '·, ', \. ...... ..... ' s::fr'1~--..."·,.,., '• ... , ~~ .. -----...__ ......,_ ---------....,._ ---. .,.__,_ ---. ......... .......... __ ....... --. ....... --ROOT GONTROL BARRIER (TYP.) 12 QUE ILE 24"BOX + KEY MAP DELORENZO INCORPORATED 1111•1 Pla1111i11g Landscape Ardlitecture -1775 Hancock Street Suite 150 San Diego, Cil. 92110 619•285•5115 Fu:: 819•29?•2354 - -- ,------3----t-_cS_E_L_S_E_M ____ f~ 5 GAL. ---------~ --....,. ---- I ~ ill ill I U) w z _J I \) I- <( L ~------~=--:--:::::-=--r-::--::--:~---===::=-t~~~~ IBUS STOP MYO PAR FLATS Cf" O.C. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" TillE _________ _ RE\IIEWEO BY: INSPECTOR DATE DATE 1------t---t----------------+--l-------+---l-------l ~ ~' _c_rI_'_Y_PLA_?_Nf_NG_~_EP_AR_lM_EN_T __ ____.I 1557TSI PLANTING PLAN FOR, CARLSBAD COMPANY STORES EN~NEER Of WORK REVISION DESCRIPTION H: 95039-04 ANDSCAP CB-L.A-3.DWG r---, ---t--- w w =ti U) I w' z _J =t:1 ~===l . ~][, __ =_-________ , •-1=• I I 5EE PLAJNTING PLANS BBB-2N (CARLSBAD 4=,ITY DR.f,~ING NO.) FOR EROSION GONTROL ~LOPE_f\~ANTINGi THIS AREA. ,c,~--•-"-~·,,-,_ . . . . . . . . . . . . . . . . . --------------------• -----------..0. ----- ; I t . I I . ··-·· -··-· :·--·--·-·--------·--··-----·--·: ... I ELECTRICAL TRANSFORMER(TYP.) --"-?-~-'-••---••••"'""""''"~'•••-",~"-'"'rn•--'M~~• w-4---~-- / -(';--+---+----------1·-~-'+-·-~7/ ·,' - / ,/' / " ,· I/ X ·------·--· -----.------- 1 \ / v-~J;;,ii:'1i'1:'.i'E~~5!={TNE_) __ I I -----------. . . . -~--~ --= -- FIRE DETEG TOR ASSEMBL Y(TYP.) TURF □ L L L STORM DRAIN -SEE SITE IMPROVEMENT PLANS -- 10 NER P.S. (';"'\ ,--------------1---------1..':) 5 cSAL. TYPICAL LIGHT STANDARD . ... .. ---------. 15 AGA AFR 0-------------+---------~ 5 GAL. -----------------~ \. / ' I \ \ L.. ""======= ------- ------ -----------. -- HATCHLINE SHEET 22 4, SEE SHEET 20 FOR PLANTING LEGEND SEE SHEET lc.f-20 FOR PLANTING SPEGIFICATIONS SEE SHEET 31 FOR PLANTIN6 DET AIL5 C,ONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT ~TER TO PROMOTE HEALTHY GRO~TH OF THE PLANT MATERIAL. AT NO TIME ~ILL THE CONTRACTOR/OPERATOR APPLY ~ATER AT A RATE OR FREQUENCY ~HIGH GAU5ES RUNOFF OR SOIL SATURATION. ffi 0 S 10 £ HYD HYDR0SEED MIX 20 40 5 PIT VAR G)------1-----------+----------' 5 GAL. 5HEET2'.2.. KEY MAP DELORENZO INCORPORATED llfflllll Planning Landscape Ardrltroture -1775 Hancock street Suite 150 San Diego, CA 92110 619•295•5115 FlllC 618•297•2354 - IC! NER ~HI • 15 GAL. CJ8 RHA PIN ,------------------© 5 GAL. -----m•~~~~• . . . . . . . . . . . ----,------------- "" 10 CLY GAL ~---------+------~ 5 GAL_ 5 TR.A JAS 15 GAL. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" TITLE 1---w ill =t: \J) ill z DATE INSPECTOR DATE t---+---+--------------+-----l--+--4---1 PLANTIIIG PLAN FOR, CARLSBAD COMPANY STORES APPROVED: ENGINEER OF ~K REVISION DESCRIPTION L13 DA TE INITIAL DA TE INITIAL DWN. B¥. __ _ CHKD BY: __ _ RWIO BY: PROJECT NO_ S0P96-03 DRA\IING NO_ 351-9L H: 95039-04 LANDSCAP CB-LA-4,0WG w z I i e 14 GEL SEtvl Jv!ATGHLINE &'---------+--------__, 5 &AL. SEE SHEET 20 FOR PLANTING LEGEND SEE SHEET l~-20 FOR PLANTIN6 SPECIFICATIONS SEE SHEET 31 FOR PLANTIN6 DETAILS C-ONTRAC-TOR/OPERATOR SHALL ONLY APPLY SUFFIC-IENT ~ATER TO PROMOTE HEALTHY 6RO~TH OF THE PLANT MATERIAL. AT NO TIME ~ILL THE C-ONTRAC-TOR/OPERATOR APPLY ~TER AT A RATE OR FREOUENC-Y ~HIC-H C-AU5ES RUNOFF OR SOIL SATURATION. 14 CLY CAL 5 GAL. 2 BOU RED 5 GAL. 2 PHO C-AN ill 48 BUX .JAP Q)---------+----------~ 5 GAL. • B4B 52.. _J_ ~-)----Jv!ATGHLINE -SHEET Q.1 i 15 GAL. """\J 7' I ..,.._--~ ' ' • ______ 1 · Jv!ATGHLINE -SHEET Q6-st 6 TRA .JAS 5 GAL. 2C! LAN MON o---------+---------------' I &AL. i;, 12 NER P.S. \SI---------+------------~ 5 GAL. TIP TIP ill z _J I \) I- <{ L 10 PHO TEN '----------+---------0 5 GAL. 20 RHA PIN ©---------+------------__, 5 GAL. 24"BOX ----, -..... >§JE~~CJ~ __ tf;,'c-~~----~== .......... f'+-...,ff111f'7!L===-==;-e=sd> ---· --~, SHEET ~ -52.. SHEET 30 ~=====~-C~~ SHEET !z4", KEY HAP 0 S 10 20 40 DELORENZO INCORPORATED Planning Landscape Ald!itecture -1775 Hancock street Suite 150 San. Diego, CA 92110 619•295•5115 Fu: 619•297•295' - APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" DAlE TITI.E --------- REVIEWED BY: INSPECTOR DA TE I s5HE0Er I I urY OF CARLSBAD I I sH5EE7rs I t----+----+--------------------l-------.f-----i----1-----1 _ PLANNING DrPARTMrNT _ t---+----+---------------+----lf---+----+----1 t----+----+------------------+----lf-----1----1-----1 PLANTING PLAN FOR, CARLSBAD COMPANY STORES DA lE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN, BY: __ _ CHKD BY: __ _ RVWO BY: PROJECT NO. SDP96-03 DRA\IING NO. 351-9L H: \95039-04\LANDSCAP\CB-LA-5.DWG 6 CLY GAL c~ ----------=----+.----==--------------, 5 GAL. t- ill WI I U) I WI z _J :::t I \) I- <( I ~ I _Lit-" ,J----------=+ 5 GAL. TRA JA5 \ \ \ I DIRECTORY Sl6N I I I \. 24 C.AR MAC. 11 I GAL. I I \ \ II TYPICAL STORM--I DRAIN -SEE SITE \\ /···---~ IMPROVEMENT PLANS 11 "-/ \ I B L 'i.', \. B L L L ' I 1,L B_,.tll 'l. \ \ cal'7'"""1..111 SEGURITY ----~-~~~~~ ·-·-·--·-··---· !SATES ······-··-······· :A ~/' . I . I I n \ \ 4 6EL SEM Cf BOU RED ------------------'jl_ 5 6AL. "" 23Cf RHA PIN ~----------j-----------© 5 6AL. TYPICAL Ll6HT STANDARDS ROOT CONTROL BARRIER /TYf') \ I \ \ \ \ i L~4\t>:'/J--..., 1 1 3 BOU BRA 24 BUX JAP ,--------1----------t----------,Q) 5 6AL. 5 GAL. 25 NER. JAIHI 15 GAL. 5 2 C.UP 5EM 24" 36" 14 TIP TIP 24"60X 31 QUE ILE BOX + ' + •• • -• '.-" ~ ,~~• ,c~ ~ ~->• _, -• ./ · ... · ~::/ ··~:. -~_-:4~ DRIVEY'lAY SI6HTLINE J•··-·· _,,--··'" L GONGRETE MOr"IIN6 GURB ' ·· ... 0 I :::.:::::::: .,F···:::::--=·'·"-"'"·==:~: .,.~:: ... ::. _ . · · · . . .. , . : .. ., . . \_//l ----, ---..... .. ... -----\,:,~~:.~~\';::.: ..... ,.. . " • .'-.--,.L~(.L . . . .. .. . . .. .. .. .. • .. • . .. .. 34 STR REG L_----------+----------0 ........ ______ L -~··.,..· ···· ---····--· ---· ··-·-· -------... ~········-·-···· ··············· ·· ·····-,-·-... ,. 25 'x25' CORNER L..--------:--:0;:;-, cs:;-\ ( e,\--\i"\... 1 Mt:. s I 6HTL I NE (TYF.) ,~~ 44 SEE SHEET 20 FOR PLANTING> LE6END SEE SHEET ICf-20 FOR PLANTIN6 SPEGIFIGATIONS SEE SHEET 31 FOR PLANTING DETAILS GONTRAC, TOR/OPERATOR SHALL ONLY APPLY SUFFICIENT r"IATER TO PROMOTE HEALTHY 6ROr"ITH OF THE PLANT MATERIAL. AT NO TIME r"IILL THE GONTRACTOR/OFERATOR APPLY r"IATER AT A RATE OR FREQUENGY r"IHIGH CAUSES RUNOFF OR SOIL SATURATION. 116 AGA AFR 5 GAL. PEL PEL I GAL. 18" O.G. ···~----~ ..... ,_,_ ·-------~ -·=··-·---------"-·-- PASEO DEL NORTE • 24"BOX m. 55 \.__ ____ ~1--__::=------+----------1----® 5 GAL. 40 KEY MAP DELORENZO INCORPORATED 11111111 Planning Landscape Armit.ecl.me -1775 Hancock Street Suite 150 San Diego, CJ. 92110 Fu: 619•297•23M - 5 GAL. 261 '---+-------+-------+---® l_____--=----+------D MYOPAR -\____ __ ---------1------- FLATS <::!" o.c. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS_ TITI.E RE"1EWED BY: INSPECTOR "AS BUILT" DATE DATE I SsHE1ET 11 UIY OF CARI$BAD I I SsHE7ETS I 1-------+----+--------------+--f-----t---+---I . PLANNING" DEPARTMENT _ l-------+----+--------------+--t----t---+---1 '-----------~ PLANTING PLAN FOR, CARLSBAD COMPANY STORES ASSIST .... T P D\11'1. BY: __ _ PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION CHKD BY: __ _ RVV.0 BY: SDP96-03 351-9L H: 95039-04 LANOSCAP CB-LA-6.DWG ill z _J I \) I- <( L 6 STR REG ®--\-------.::.....+----=-------=---~---__J 5 GAL. SEE SHEET 20 FOR PLANTIN6 LE6'END SEE SHEET l<:f-20 FOR PLANTIN6 SPECIFICATIONS SEE SHEET 31 FOR PLANTIN6 DETAILS CONTRACTOR/OPERATOR SHALL ONLY APPLY SUFFICIENT f"'IATER TO PROMOTE HEAL THY 6R01"'1TH OF THE PLANT MATERIAL. AT NO TIME f"'IILL THE CONTRACTOR/OPERATOR APPLY f"'IATER AT A RATE OR FREQUENCY f"'IHICH CAUSES RUNOFF OR SO IL SA TUR.A Tl ON. . . . ' . . . ----· -----·-- SEE PLANTIN6 PLANS 333-2N (CARLSBAD CITY DRAf"'IIN6' NO.) f=OR EROSION CONTROL SLOPE PLANTING, THIS AREA. ~w•w,, •"'"'~~-"''•" ~ .. =•ws~w, ==•""''""""' a•~-~~" .... ~~•••••••- ELEC TR.IC.AL TR.ANSf=OR.MER. (TY·~.,,..-f=IRE DETECTION ASSEMBLY (TYF.) D-,-\,1~ I TIP TIP 24"BOX --······ --· --·--·· -... . ' 12 5 &AL. I Gl1 LAN MON 1.......,,1.--------+--------o I &AL. 5 GAL. 114 RHA PIN L.._-------+..--------© I • 11" ' ·lll : ~=t[~'l::x~ ~ [ .. J ~-s••· = .".-:."> c'.-=:.•.=~l ~.:'~= =~= ~~-'-=--:'-~ r.:':'-=-~ =-= ---·-·--~-~-=-~ ':::'~-~~:."."Cl ~.:.. -~~-~-~----· ······-···················· .... .... . . ......... . --==> C-:.-:-:;-..."";.-::.1 ,-:-::::-.-:-.-::-.-:, = = = = == ==~ t·::-----~-,-·::··::--::--c ,---~ --::, ;.: =.1= ···-. () rn l---w w I U) ··1 ............ I \.--~~---,~~•,e--, ...... =~ .. e· ' 'L,J.,"===c~-.=_J-r.=· ··i7<====1 I --~ ;-.-:;:-;,·.-~'.-.-;.:.-,-:.·.-,*-;· . .-.,.ffl -~-~_;-.;. ... -' 7 ill z 1:,.•·•1~:-•"~~·.••jf·••••·••~-=--:.f'""J 0 S 10 20 40 12 BOU RED ~------+--+-----------,f--~ L. R 5 GAL. & 6 PHO CAN B .$ B SHEET z,q, +q [C ___________________ =:-:-: Tr'PICAL STORM DRAIN -SEE SITE IMPROVEMENT PLANS !Cl &EL SEM .,. 11~----------------------1----------8-' 5 &AL. ·.-r.-.-r...-.:.~=-·:.-.:=...-.=.-:....-r..-.-:.-.·,··=:,,, Cl CLY CAL , .. -.J / 5 GAL. 4 BOU BRA ,--------,~--------8'6 5 &AL. 8 TRA JAS 15 GAL. DELORENZO INCORPORATED 11,~ .. , >,, .• I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" DATE TITI..E --------- INSPECTOR DA 1E Planning Landscape ArdJitecture I SsHE2ET 11 Cil'Y OF CARLSBAD I r SH5EE7TS I 1---+-----+---------------t--t---+---+-----t . PLANNIN<l O~PARlMEN• . 1----+---+------------------t--+-------i-------t-------i -1775 Hancock street Suite 150 San Diego, CA 92110 619•295•5115 Fu: 619•2117•2354 - DATE INITIAL DATE INITIAL ENGINEER OF \\ORK REVISION DESCRIPTION PLANTING PLAN FOR• CARLSBAD COMPANY STORES D¥,N. BY: __ _ CHKO BY: __ RVWO BY: l'Ro.EC, NO. DRAV.,NG NO. SDP96-03 351-9L H: \95039-04 \LANDSCAP\CB-LA-7.DWG 3 GEL SEM 5 GAL. 61 BOU RED 5 GAL. \ ?'Z... MATGHLINE -SHEET 21· /i 2 TRA .JAS 15 GAL. s 24"BOX 8 BUX JAP Q) -----/-~-----=--+=------::...:__---=------:t---------~ 5 GAL. 0---1----~--------t--~ 3 NER RED 15 GAL. CONTRAC. TOR/OPERA TOR SHALL ONLY APPLY SUFFICIENT Y-IATER TO PROMOTE HEAL THY GROl-',ITH OF THE PLANT MATERIAL. AT NO TIME l-',IILL THE CONTRAC, TOR/OPERA TOR APPLY ),',IATER AT A RATE OR FREQUENCY l-',IHICH CAUSES RUNOFF OR SOIL SATURATION. / ··1 (D----;P.__----+-----.---- 5 GAL. f':', 105 NER P.S. \0-+-------+------,----- 5 GAL. 52 BOU TEM ®--I--------'--+-----,----& 5 GAL. 25 0-.J.----=-i--:--------------r--~ 5 GAL. l'41 RHA CLA 0--------"----'---+---------=:...:.:...._--=--=-'------~ 5 GAL. 0 :, 10 20 40 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ . / I 21 51 SUP SEM 36" MATCHLINE -SHEET 30 / / 1 ,, ., I I// i ;;:r _,/ I / C C C C KEY MAP / / ___ fY_ ---, I I I I I I I I I I I I I -···-·L__l_ I_ / / /. 25'x25' CORNER SIGHTLINE MONUMENT SIGN '%:'~ DELORENZO ~ f-DE~ ''.~~ .~ INCORPORATED IBMII I ~ ~ . " . * ~-,;;.tz:;,, * D,11,t~ ~Qr~ ~ Planning Landscape Aithitecture -1775 Hancock street Suite 150 Su Diego, CA 92110 619•295•5115 Fu:: 619•297•235• - TYPICAL LliSHT STANDARDS 42 LAN MON '---------+--------o I GAL. 24"BOX 4 QUE ILE + '---------------t---M_Y_O_P_A_R ___ ~ FLATS ~" O.C.. ~ 25'x25' CORNER SIGHTLINE IOS AGA AFR '----------------=-----=---:-:-,-------0 5 GAL. £ 15 PRU GER 24"BOX PEL PEL I GAL. 18" O.C. SEE SHEET 20 FOR PLANTING LE6END • SEE SHEET ICl-20 FOR PLANTIN6 SPEC.IFIC.ATIONS SEE SHEET SI FOR PLANTING DETAILS "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, DATE Tlfil INCLUDING PRECISE REVIEWED BY, LOCATION OF PLANTING AREAS. INSPECTOR DATE I S5E3T 11 Cil'Y OF CARIS8AD 11 557TS I PLANNING DEPARlMENT PLANTING PLAN FOR, CARLSBAD COMPANY STORES -" . II -APPROVED: /~-:;w h-/t-,7 ASSISTANT PlAN,="'1llRECTOR DA, ... - ,f-. '/.,"'7 /31}{.. fl\ /Irr:•• 1 5J.;£e.T 1'-·ll·T IX PROJECT NO. DRAWING NO. DWN. BY: DATE INITIAL DATE INlllAL DATE INITIAL CHl<'.D BY: SDP96-03 351-9L REVISION DESCRIPTION RVWIJ BY: EN~NEl'R OF WORK H: \95039 04 \LANDSCAP\CB LA 8.DWC lU > It D )- Ii 1- z ::::) () \) Ii <( \) \ \ \ \ 2, I PER C.IVIL.: IL----PLANS ,==:::l:=1 25' X 25' STREET C.ORNER SITELINES ,- 1 ..,. >-r-11--!i--C.ONC.RETE I 6 C.URB I I 1 '° IJ"l '°' I I I I I ,-lf-----..0 ,,,..-;.✓ -------t ..a....1==i..-1 J .t=-=------ REFER TO 6RADIN6 PLANS PREPARED SY KAHR AND ASSOC.IATE5 FOR SITE <=iRADINcS INFORMATION. ----------- --~ - Jv!ATGHLINE -SHEE ---------- KEY MAP ------------------- lllll'!lllll!ll """'""""' = =:::o ~ DELORENZO INCORPORATED I Planning Land111oape ~ -I "mi llancocll; St.net Salte 150 San. Diego, Cl 92110 8l8•2911•~115 l'u: 819•297•285' - --~ =-.......,_. ............ """""""' = ==---"""""""'"""""""'=== -----+-----___ _J I ,~~ APPROVED FOR PLANTING AND IRRIGATION ONLY, ~ INCLUDING -t, ~ .. IQ-"I 1 -t, PRECISE Dllltll!J LOCATION ~Q,~ OF PLANTING AREAS. ---- 1;.;. i-.... , ··-,,.;.:: fi\ . -. T I • //u'f· I .,.,_ DAlE INITIAL DATE INITIAi. DATE INl11AL ENGINEER OF W0R1< REVISION DESCRIPTION "AS BUILT" DlllE l1ll.E RE\o1EVt£0 BY: INSPECTCR DAlE ~I I Cfl'I OF CARISBAD PLANNING DEPAR'IMENT 11$5715 1 GRADING PLAN FOR, CARLSBAD COMPANY STORES /., - APPROVED: 7f". "/ _, '/fl / I~ ''l ,..-,o ASSISTANT P' DIRECTOR DAit D'IIN. BY: Clll<D BY: P~TNO. I DRAWING N0. I RV'M) BY: SDP96 03 351 9L H:\95039-04\GRAOING\CB-GR0-2,DWG I I I I I I w I I > I I I -I ii D )- It I- z :::, C) \) I d) '° r- '° -- TC. 66.60 CONCRETE MOY'IINGi C.UR6 TC 64.58 TC 64 0 25'X25' STREET CORNER SITELINE REFER TO <SiRADINcS PLANS PREPARED BY KAHR AND A550CIATE5 FOR SITE GRADIN6 INFORMATION. MATCHLINE - ____.::.,.....~-- "' 64 T 6 .4 PASEO LAY'IN AREA GRADE NOT TO EXCEED 4, I SLOPE (TYPICAL) DEL G;::~-_...,..---t,:r -_ -_ ----, -.------. -. -, -_,..,1-----..---.r---+------,--- ..... KEY MAP 4!2' NORTE [( II DELORENZO INCORPORATED ---- I l □R-NZ: ~ Planning Landscape AimitecbJre -17'7fi llancoel< street Suit.a 150 San Dieco, CA 92110 819•296•5115 Pu: 619•297•2364 - 11 rr ll II ] fl ' .# ' .A' jj ll T 1.6 ----- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 1 ] *t _tn __ &. I-- ill ill ,:c U) I 'ill z _J 1:C \) I- <( 'L + HP 6:2.15 • AS BUil T'' l1ll.E -------- RE'IIEYED BY: DATE INSl'ECIDR DATE r------,i----;------------+------l----4-----1----1 GRADING PLAN FOR, CARLSBAD COMPANY STORES r------,i----;------------+------l----4-----1----1 APPROVED: +,Z.17 DATE INITIAL ENGINEER OF "MJRK ASSISTANT P REVISION DESCRIPTION PRO.ECT NO. DRA\IING NO. SDP96-03 351-9L H, \95039-04\GRADING\08-GRD-J.DWG • ill WI =t \f) I ill z _J =t \) I- <( I (( I! .#' ,.p , " "'<,<? l H TC 60.5<::i TC, 5c:t. 6 ---- MONUMENT SIGN '---251X251 STREET CORNER SITELINES □ II--- □ 11--- 412' I t 51£IT~- --- (( ,? ' ,,; " ,,.. V II TC. 60.62 TC. sc:::ro PA5EO ----- ll fl 11 ... ' " "' "' '>,,_I ii II -11 TC. sc:1.59 DEL NOR.TE ----- SHEET 6i KEY HAP « l , DELORENZO INCORPORATED Pla1111ing Landscape Ar<hit.ecture -1 ffl llllncock st.net Suite 1110 San Die&<>, CA 112110 819•295•6115 ru: 819•297•2SM - \ TC 60.80 \ \ APPROVED FOR PLANTING AND IRRIGATION ONL y INCLUDING PRECISE ' LOCATION OF PLANTING "AS BUil T" DATE TITI.£=------------- REVIEWED SYi AREAS. i----Ft=t=~i~~=====~~==========~f=~l==f~:3=3_J INSFECTOR DATE c ~ I crrr oF CARIBBAD I ISH5E7Ers I E~=~F==⇒==========~~~~~~~~~~~~i~~~~~~~~~~i~~~ ~ . Pl.ANNING Dl!PARlMENT . E==~~========~==t==t=~E3=:3 GRADING PLAN FOR• CARLSBAD COMPANY STORES WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL D\ffl. BY: I CHKD ey, PRD.ECT No. I RVl\t> SYi SDP96-03 DRA\\ING NO. 351-9L H, 95039-04 GRADING CS-GRD-6.DWG REFER TO GRADING PL.ANS PREPARED BY KAHR AND ASSOC.IATES FOR SITE GRADING INFORMATION. 412') ..... / ------, MONUMENT SICS,N ~~ ---------- KEY MAP MATCHLINE -SHEET 31 ---------------- DELORENZO INCORPORATED Plannina Landscape Ardiitectme -1776 llanoock stzeet Suite 150 San DlelO, (:j. 92110 819•296•6116 Fu: 619•2117•235' - / -----= 25'X25' STREET C.ORNER SITEL.INES APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" DATE Till..E ------- INSPEcTc)R DATE ~ , Cll'Y OF CARLSBAD I I SH5EE7TS I t-----+----+-----------+----+---+---1-----1 ~ . f'I.AN'IINC DEPARTMENT . t------;-----t-----------t------;-----t---t----1 t-----+~---t-----------t-----+----t---t----t GRADING PLAN FOR• CARLSBAD COMPANY STORES t-,-_____ -_ ..... ___ -._-, ____ -__ -----------------+--I rlAiPP~ROitiVE~~~ti'nF.;=======r.(i;;;'j:.OA.~TE,.;::7:==, ASSISTANT PRO.Eel NO. CRAWINC: NQ, ENQHEEI< 01' WQRK REVISION DESCRIPTION SDP96-03 351-9L H, 95039-04 GRADING CB-GRO-aDWG