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HomeMy WebLinkAboutDWG 360-3L; CT 93-09A; OCEAN BLUFF RECLAIMED WATER SYSTEM; 01-14,; / r a' < g < :;; -~ :::~ "",.. •w ;'.::J.. '-' cri' 3~ IT~ 1. 2. 3. 4. 5. GENERAL NOTES RECLAIMED WATER NOTES ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICTS "CARLSBAD RECLAIMED RULES & REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DATED OCTOBER 1993. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECLAIMED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECLAIMED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BBQ'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 BIBS ARE STRICTLY PROHIBITED. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL ON SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. B.• THE IRRIGATION SYSTEM SHALL RUN BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME WITH QUALIFIED SUPERVISION PERSONNEL ON SITE). 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION, THROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECLAIMED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECLAIMED WATER DISTRIBUTION SYSTEMS {SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECLAIMED WATER, COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 15. ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINES MUST BE INSTALLED ABOVE THE RECLAIMED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. 19.• DEVELOPER / CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES PRIOR TO ANY USE OF RECLAIMED WATER. 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING. RECLAIMED WATER: QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO. 7645, HUNTER NO. HV100A-RL-NP OR APPROVED EQUAL. 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD 22.• 23.• 24. 25. MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NONINSPECTING 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 WRmNG, THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW / CROSS CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT MAINTENANCE SUPERVISOR OR AFTER HOURS CONTACT MAINTENANCE SUPERVISOR STEVE HARRISON O (619) 753-2824 STEVE HARRISON O (619) 753-2824 SHOW ALL PUBLIC AND PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. • ITEMS 8, 19 & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER. • ITEM 22 THE SIGNAGE SHALL BE A PART OF THIS I.P. BUT THE ACTUAL SIGNS AND TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECLAIMED WATER. ON RECLAIMED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE HEADS, VALVE BOXES, ETC.) SHALL BE COLOR CODED PURPLE PER AWWA GUIDELINES AND SECTION 404954 OF THE CALIFORNIA HEALTH AND SAFETY CODE. FUTURE (PRIVATE) RECLAIMED WATER SYSTEM FOR SLOPE AND LANDSCAPE IMPROVEMENTS AT SHEET INDEX SHEET TITLE RECLAIM ED WATER / TITLE SHEET GENERAL NOTES IRRIGATION PLANS IRRIGATION SPECIFICATIONS SHEET NUMBER VICINITY MAP 2 5-6 IRRIGATION DETAILS AND NOTES 7 OCEAN BLUFF PLANTING PLAN PLANTING SPECIFICATIONS PLANTING DETAILS AND NOTES 8-9 10 11 SIGNAGE NOTES 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 81/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH f3LACK LETTERING. I. GUIDELINES FOR RECLAIMED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM ONLY. WATERING OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-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, (I.E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. 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. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOS BASIS OF THE PRESENCE OF RECLAIMED WATER. PERSONNEL MUST BE INFORMED THAT RECLAIMED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GNEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC 3" X 4" PURPLE IN COLOR WITH THE WORDS "WARNING RECLAIMED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO -AGUA IMPURA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR, USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS. 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS II. 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 SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: I HEARBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT. THAT I EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM NAME AND ADDRESS: TELEPHONE NUMBERS: REGISTRATION NUMBERS: EXPIRATION DATES: DEVELOPER NAME AND ADDRESS: TELEPHONE NUMBERS: DENNIS GILLESPIE GILLESPIE DESIGN GROUP, INC. 8910 UNIVERSITY CENTER LANE, SUITE 580 SAN DIEGO, CA 92122 (619) 558-8977 / (619) 558-9188 (FAX) CA 1362 APRIL 30, 1999 CATELLUS RESIDENTIAL GROUP 5 PARK PLACE, SUITE 400 IRVINE, CA 92614 (714) 251-6100 (714) 251-8837 (FAX) INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES. B. TRENCH DEPTHS C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY) D. PIPE IDENTIFICATION E. POINTS-OF-CONNECTION (POC'S) F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS CONSTRUCTION PLANS CONSTRUCTION DETAILS AND NOTES LEGEND G) IRRIGATION PLAN SHEET NO. & PLANTING PLAN SHEET NO. QJ CONSTRUCTION PLAN SHEET NO. 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 COUNTY HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TESTS, 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 AND 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 COVER PARTS "A", "B" AND "G" OF THE DISTRICT FINAL INSPECTION. TYPICAL SIGNS ~~' t;,;, ;,;};;"/1-~ ~----BLACK LOGO r-----PURPLE BACKGROUND 36" (N.T.S.) ~--1 " BLACK LETTERS WARNING RECLAIMED WATER DO NOT DRINK RECLAIMED WATER AVISO -AGUA IMPURA NO TOMAR (SIZE) 12" X 36" 1 " BLACK LETTERS WARNING RECLAIMED WATER DO NOT DRINK AVISO -AGUA IMPURA NO TOMAR 18" X 18" SIZE < .060 ABS PLASTIC OR STICK-ON VINYL SIGNS ALSO •• 016 ALUMINUM '----2" BLACK LETTERS .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS. CARLSBAD MUNICIPAL WATER DISTRICT ~-/,,84, •., 7-Lw-98 12-13 14 PKWY .;j \_ --·~-,. '. \-' °'~.· ' ., "'-,':., \ " \ ' \. \.\ \ ---, . "·\_ ~""' UO"',JI' \ \ 1--:::,-~,bf'. "~ '-.._ '\, <"· ',,;t ' t· --<;(J.: • . ···~ ~~~ ·,,,,,filly . .-. --.·-/ L ··_J_.-,-·" {-6....,<\l/,t{!lf .. <j >;-:::~ t----·---,i ' . ,_, , _\.~ .--'• . ~ ... ,1~'.;:;1····•.:.~:· \ \ ··--~-~-"t I 1•t1-w: \ r --.J·, ' , ,.-· t-y5N;":. I' I . ·"' ----· /~-~\! , I'·:~~--' -. ,/ ;iJii .... • -~·)JI ... ' I "" \, ''•\ , ' DUE TO THE SCALE O SITE U E MAP N ALL INFORMATION MAY BE SHOWN CLEARLY. FOR PRECISE LOCATIONS, SIZES AND ROUTING OF ALL POTABLE AND RECLAIMED SUPPLY LINES, SEE IMPROVEMENT PLANS PREPARED BY HUNSAKER ASSOCIATES FOR OCEAN BLUFF. ~Z~!: RECLAIMED KEY MAP SCALE 1" ""' 600' WATER KEY MAP LEGEND SYMBOL . DESCRIPTION PROPOSED R/w IRRIGATION MAINLINE POTABLE WATER LINE R/W AREAS AND SLOPES AREA OF RECLAIMED WATER USE fMJ LOCATION OF RECLAIMED METER AND BACKFLOW V "DO NOT DRINK" SIGN LOCATIONS WILLIAM E. PLUMMER, DISTRICT ENGINEER DATE R.C.E. 28176 SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH ,(.(A-" • .., 4 (4' ► ,_,,_,, APPROVED BY: DATE APPROVED ~~~ ~LANECKER APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE; LOCATION OF PLANTING AREAS. BUILT .. REVIEWED BY: L-fL:::.:.-.e-ce~~-7•13·€tf I 1'\D\( 11'1' 11(( I In IC I l RI 8910 UNIVERSITY CENTER LOO: SUITE 580 DRAWN APPROVED lD i<Ul.l&. ("IAl..l- J .A. J.P, 1----+-----+------------------f-~--,c-----+---+---< INSPECTOR DATE [SHms1 L1±J OCEAN BLUFF ASSISTANf PLANNING DIRECTOR DATE SAN DIEGO CAill'ORNIA 92122 JOB NO. 97-57 OWN BY: ---- 619 • 558 • 8977 ;n;ATE;~=========1~2~.2;4~.9~'l'~~=DA::::TE::::::::::1::::NITIA::::::::L~t----R-EVI--S-IO_N_D_E_S_C_R_I_PT_IO-N-----t--:-DA-TE--t-lN_ITIAl._-;--_DA_TE-t-lN .... ITIAL--i CHKD BY: __ _ PROJECT NO. DRAWING NO. FAX 619 • 558 • 9188 ~S~CA~LE~---'---~NTS~l!E:NG:::IN~E!'.ER~oF:_w::0!1 ___ =.:.:=.:..:===-=~---~o:TH~ER:.!Af':PR:o~VAl::!;_L!:C::'.:ITY'..Af'=:PR:o:vAL:;_1.=FM/;2;D;;;B~Y~: ~~~:!_:;;;2c;;;·;;;T;;;.;;;;;;;;;9;;;3~-;;;20;;;9;;;;A~=3;;;;6;;;0;;;;;;;;3~L=.I s,li' cx--------------------------------------------------------------------------------------------------------------------------------------""'!!-!'""!-~""'!!--""'!!""'!!"-'!!!"'!!""!!!"'"----C.M.W.D. 89-505 ,, . ,,•1~•t;,1/~~~•,i~~,,.~m~\ii,i~.1~~~, . ,' ,, " 2 Um 3t GENERAL CONDITIONS SHORT FORM PART 1 -GENERAL 1.1. DESCRIPTION 1.1.1. ALL PROVISIONS OF THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION", A.I.A. DOCUMENT A201, 1976 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. 1.1.2. UNDER ARTICLE 4.16.1 INDEMNIFICATION OF THE GENERAL CONDmONS, DELETE THE WORDS "(OTHER THAN THE WORK ITSELF)". 1.2. GENERAL PROVISIONS/DMSION 1 GENERAL REQUIREMENTS 1.2.1. SCOPE OF CONTRACT 1.2.1.1. THE FOLLOWING TERMS, CONDffiONS, 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 ADDENDUlfS ISSUED BY LANDSCAPE ARCHITECT SHALL FORM THE GENERAL CONTRACT. 1.2.2. JOB FILE 1.2.2.1. THE LANDSCAPE ARCHITECT 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 CONTRA,CTOR WILL KEEP A FIELD SET OF DRAWINGS, UPDATED WEEKLY, UPON WHICH DEVIATIONS ARE NOTED, WORK SHEET, SHOP DRAWINGS AND ON THE JOB AT ALL TIMES. 1.2.3. PERMITS AND SURVEYS 1.2.3.1. 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. 1.2.4. CONTRACTOR'S/LANDSCAPE ARCHITECT'S RESPONSIBILITIES 1.2.4.1. 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 WIITCH WOULD MAKE IT DIFFICULT TO PRODUCE FIRST CLASS WORK, OR ANY DISCREPANCIES OF 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. 1.2.5. CHANGES 1.2.5.1. NO CHANGE FROM THE GENERAL CONTRACT SHALL BE MADE WITHOUT AUTHORIZATION FROM THE CITY INSPECTOR AND THE LANDSCAPE ARCHITECT. ALL SUCH INSTRUCTIONS SHALL BE IN WRmNG ON A "CHANGE ORDER" FORM. UNLESS CONTRACTOR NOTIFIES LANDSCAPE ARCHITECT WITHIN FORTY-EIGHT (4B) HOURS UPON RECEIPT OF A CHANGE ORDER, SUCH ORDER SHALL CONSTITUTE A PART OF THE GENERAL CONTRACT. THE LANDSCAPE ARCHITECT SHALL HAVE AUTHORITY TO MAKE MINOR CHANGES. ANY CHANGES INVOLVING EXTRA COST, 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 ADDmON, ALTERATION, OR DEDUCTION HE WISHES TO MAKE. THE CONTRACT PRICE SHALL BE ADJUSTED BY EQUITABLE AGREEMENT TO COVER SUCH CHANGES. IF ANY INSTRUCTION BY LANDSCAPE ARCHITECT INVOLVES EXTRA COST TO THE CONTRACTOR, HE SHALL GIVE WRITTEN NOTICE TO THE OWNER BEFORE PROCEEDING WITH WORK. 1.2.6. HIDDEN OBSTACLES 1.2.6.1. 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. CONTRACTOR WILL PROCEED IN THE SAME MANNER IF ROCK LAYERS OR ANY OTHER CONDITION ENCOUNTERED UNDERGROUND MAKES CHANGES ADVISABLE. 1.2.7. PROTECTION OF LIFE AND PROPERTY 1.2.7.1. 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, (B) 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. COVERAGE BODILY INJURY -$250,000 PER INDMDUAL PER OCCURRENCE PROPERTY DAMAGE -$100,000 PER OCCURRENCE AGGREGATE 1.2.7.2. THE CONTRACTOR SHALL CAUSE TO BE NAMED AS ADDITIONAL INSURED IN SUCH CONTRACTOR'S PUBLIC LIABILITY, CONTRACTOR'S PROTECTIVE LIABILITY AND AUTOMATIC LIABILITY INSURANCE POLICIES THE FOLLOWING: GILLESPIE DESIGN GROUP, INC. 6910 UNIVERSITY CENTER LANE, #5B0 SAN DIEGO, CA 92122 1.2.7.3. 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 INSUREDS HAVE RECEIVED WRITTEN NOTICE AS EVIDENCED BY RETURNED RECEIPTS OF REGISTERED OR CERTIFIED LETTERS. 1.2.7.4. 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 SUPPLIES, OR AGENTS. 1.2.B. SUBCONTRACTORS 1.2.B.1. 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. CONTRACTOR AGREES THAT HE IS FULLY RESPONSIBLE TO THE OWNER FOR THE ACTS OR OMISSIONS OF HIS SUBCONTRACTORS. NOTHING CONTAINED IN THE GENERAL CONTRACT SHALL CREATE ANY CONTRACTUAL RELATION BETWEEN THE OWNER AND ANY SUBCONTRACTOR. 1.2.9. FINAL SITE REVIEW 1.2.9.1. UPON COMPLETION OF WORK, 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. 1.2.10. RESPONSIBILITY FOR WORKMANSHIP 1.2.10.1. NEITHER COMPLETION OF THE JOB NOR FINAL PAYMENT SHALL RELIEVE THE CONTRACTORS OF RESPONSIBILITY FOR GUARANTEES STATED IN THE CONTRACT, OR OF RESPONSIBILITY FOR FAULTY MATERIALS OR POOR WORKMANSHIP. THE CONTRACTORS SHALL PROMPTLY REMEDY ANY DEFECTS WHICH OCCUR DURING THE GUARANTEE PERIOD AS SPECIFIED IN CONTRACT. NOTICE OF OBSERVED DEFECTS WILL BE FORWARDED TO THE CONTRACTOR BY THE OWNER IN TRIPLICATE. 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. 1.2.11. COMPLIANCE WITH BUILDING CODES 1.2.11.1 WHENEVER THE TERM "BUILDING CODE" OR "CODE" IS USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE TERM MEANS THE FOLLOWING: 1.2.11.1.1. UNIFORM BUILDING CODE -LATEST EDITION. 1.2.11.1.2. THE STANDARD SPECIFICATIONS, CODES, AND REGULATIONS OF THE CITY OF CARLSBAD. PART 2 -SPECIAL CONDITIONS 2.1. SAMPLES 2.1.1. CONTRACTOR SHALL SUBMIT MATERIAL SAMPLES TO THE LANDSCAPE ARCHITECT UPON REQUEST OR AS CALLED FOR IN THE CONTRACT DOCUMENTS. 2.2. PRIME RESPONSIBILITY 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 AND BILLINGS, NORMALLY ASSOCIATED WITH THE FUNCTION OF PRIME CONTRACTOR, TO COMPLETE THE SCOPE OF THE WORK. 2.3. LANDSCAPE ARCHITECT'S FUNCTION 2.3.1. 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 CONSTRUCTION CONTRACT, HE SHALL SIDE NEITHER WITH THE OWNER NOR THE CONTRACTOR, BUT USE HIS AUTHORITY UNDER THE CONTRACT TO ENFORCE ITS FAITHFUL PERFORMANCE. 2.4. SPECIAL RESPONSIBILITIES 2.4.1. THE CONTRACTOR SHALL COMMENCE SELECTION AND VERIFY THE AVAILABILITY OF ALL NECESSARY MATERIALS UPON AWARD OF CONTRACT. 2.4.2. ANY DEPOSITS NECESSARY TO SET ASIDE MATERIALS (EITHER BY OWNER OR BY CONTRACTOR) SHALL BE ARRANGED BY THE CONTRACTOR AS SOON AS POSSIBLE. 2.4.3. THE CONTRACTOR AGREES, BY SUBMITTING A BID, THAT THIS PROJECT WILL RECEIVE A HIGH PRIORITY ON HIS WORK .SCHEDULE. THE ONLY DELAY CONSIDERED ACCEPTABLE ARE THOSE WHICi? CAN BE PROVEN TO BE BEYOND THE CONTROL OF THE CONTRACTOR. " 2.4.4. THE CONTRACTOR SHALL SUBMIT THE NAME AND BACKGROUND EXPERIENCE OF THE PROPOSED FOREMAN OF THE JOB. 2.4.5. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS AND FEES TO COMPLETE WORK. 2.4.6. ALL MATERIALS SHALL BE STANDARD, APPROVED, AND FIRST GRADE QUALITY, AND SHALL BE IN PRIME CONDITION UPON ACCEPTANCE. 2.4.7. WORK SHALL BE PERFORMED WHEN WEATHER CONDITIONS PERMIT PROPER AND SATISFACTORY RESULTS. 2.4.B. LANDSCAPE ARCHITECT RETAINS OPTION TO REQUIRE THAT CONTRACTOR RECEIVE A SITE OBSERVATION OF EACH OPERATION AND MATERIAL PRIOR TO, UPON, AND AFTER INCORPORATION INTO THE WORK. 2.5. CLEAN UP 2.5.1. DURING PROGRESS OF THE WORK, KEEP THE PREMISES REASONABL;y 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. 2.6. GENERAL CONTRACTOR'S GUARANTEE 2.6.1. 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 CITY OF THE COMPLETED WORK, EXCEPT WHERE NOTED IN THESE SPECIFICATIONS. PART 3 -SPECIAL CONDITIONS -CITY OF CARLSBAD FROM THE LANDSCAPE MANUAL OF CITY OF CARLSBAD SECTION N.E E.3-1 SLOPE PLANTING E.3-1.1 SLOPE PLANTING STANDARDS SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: A. STANDARD #i COVER CROP/JUTE MESH COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (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. B. STANDARD #2 GROUND COVER 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 FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). C. STANDARD #3 LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD #4-TREES AND/OR LARGE SHRUBS 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. E.3-1.2 AREAS OF APPIJCATION (PLANTING) E.3-1.2.1 SLOPES -6:1 OR STEEPER AND: A. 3 FEET OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARDS #1 (COVER CROP AND JUTED). B. 4 FEET TO B FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, AND #3. C. IN EXCESS OF B FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3, AND #4. E.3-1.2-2 SPECIAL CONDmONS E.3-1.2-2.1 AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDffiONS: A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. E.3-1.2-2.2. AREAS TO BE HYDROSEEDED SHALL FIRST BE DISKED OR ROTOTILLED TO PROVIDE A FRIABLE, LOOSE SEED BED. SECTION V A. INSTALLATION A.I SLOPE REVEGATION/EROSION CONTROL A.1-1 CONSTRUCTION SCHEDULE A.1-1.1 PRIOR TO START OF GRADING, THE APPLICANT' AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. A.1-1.2 SPECIAL CONSIDERATION SHALL BE GIVEN TO WATER AND ELECTRICAL SERVICES. A.1-1.3 IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. A.1-1.4 THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AT EACH LOCATION IS ACHIEVED. A.1-2 IRRIGATION INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. A.1-2 PLANTING PLANTING AND IRRIGATION FOR THE AREAS DESCRIBED ABOVE UNDER A.1-2 SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. GENERAL CONDITIONS SHORT FORM 1. THE CONTRACTOR SHALL CAUSE TO BE NAMED AS ADDITIONAL INSURED IN SUCH CONTRACTOR'S PUBLIC LIABILITY, CONTRACTOR'S PROTECTIVE LIABILITY AND AUTOMOBILE LIABILITY INSURANCE POLICIES THE FOLLOWING: (A) CATELLUS RESIDENTIAL GROUP, 5 PARK PLACE, SUITE 400, IRVINE, CA 92614 (B) GILLESPIE DESIGN GROUP INC., B910 UNIVERSITY CENTER LANE, SUITE 5B0, SAN DIEGO, CA 92122, (C) LAMCO HOUSING DBA: WESTERN PACIFIC HOUSING -SAN DIEGO DMSION. 2. ANY CONTRACTUAL OBLIGATIONS THAT SUBCONTRACTOR MAY ENTER INTO W / OWNER/GENERAL CONTRACTOR ARE HEREBY INCLUDED IN THESE PLANS. WHEN CONFLICTS OCCUR BETWEEN PLANS AND TO SUBCONTRACT, THE STRICTER SHALL APPLY. 3. THESE PLANS AND DIMENSIONS ARE APPROXIMATE ONLY, AND CONDITIONS MAY CAUSE MINOR VARIATIONS OF WHOM OWNER, GEN CONTRACTOR, AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED BY SUBCONTRACTOR IN WRmNG. GILLES PIE DESIGN GROUP INC. I AKDSC\PF ,\R('( II fECTI 'RE 8910 UNIVERSITY CENTER LANE SUITE 580 SAN DIEGO CALIFORNIA 92122 619 • 558 , 8977 FAX 619 • 558 • 9188 FIELD ERAL REV1810N RF:VTSTON DRAW~ APPROVED .JOB NO. DATE SCALE UA'l'E DA.TR ,.....!..... / 3 ' \ 4 ' , -,- 4.22.98 7.10.98 J.A. J.P. 97-57 12,24.97 DATE IRRIGATION MATERIAL LEGEND SYMBOL MANUFACT. MODEL ND, / DESCRIPTI□N GPM PSI RADIUS DETAILS Q V H F ~ ·"' /\ 6. th ! A * A ,t /., ,}, ~ 17 <D (g) Gl RAINBIRD RAINBIRD RAINBIRD RAINBIRD HUNTER HUNTER HUNTER 1804-SAM-10-PCS-90/VAR./180/360 PDP-UP SHRUB HEAD 1804-SAM-12-PCS-90/VAR./180/360 PDP-UP SHRUB HEAD 1804-SAM-15-PCS-90/VAR./180/360 POP-UP SHRUB HEAD 1804-SAM-!SEST/SST-PCS-90/180 PDP-UP SHRUB HEAD 1-10-ARV-03 SHRUB RDT□R 1-10-ARV-06 SHRUB ROTOR I-10-ARV-09 SHRUB ROTOR NOTES, .39, .52, .79, 1.57 .65, ,87, 1.3, 2.6 . 93, 1.23, 1.85, 3.70 .61, 1.21 0.9 2.0 4.2 30 10 FT. 30 12 FT. 30 15 FT . 30 4X15 FT, 30 30 FT, 30 36 FT. 30 38 FT. ALL !BOO SERIES SPRAY HEADS AND HUNTER SERIES HEADS SHALL BE A 12' PDP-UP IN LOCATIONS ADJACENT TD 1,/ALKS AND DRIVES AND 1,/ITHIN 10' OF ALL PEDESTRIAN USE AND ON A 12' RISER AT ALL OTHER LDCA TIONS, ALL RAINBIRD SPRAY HEADS ARE T□ USE PCS-1800 PRESSURE COMPENSATING SCREENS, REFER TD THE SCREEN CHART PROVIDED BY RAINBIRD FDR THE PROPER SCREEN FDR USE \JITH EACH NOZZLE/RADIUS CDMBINATI□N, PCS SCREENS \,/ILL REDUCE THE ACTUAL NOZZLE GPM VOLUME. ALL PDP-UP HEADS ARE TD BE EQUIPPED \JITH BUil T IN 'SAM' CHECK VALVES, ALL HEADS l,IJTH LOI,/ HEAD DRAINAGE ARE TD RECEIVE A INLINE CHECK VALVE UNDER THE HEAD, A/7 A/7 A/7 A/7 C/7 C/7 C/7 (jp FEBCD 825YA REDUCED PRESSURE BACKFLD\J PREVENTER, 2' SIZE C/4 @ NELSON 7645 RECLAIMED QUICK COUPLER VALVE, INSTALL INSIDE A 10' R□UND VALVE BOX. QUICK G/7 EB 0 0 • @ ~ <2) ® ~ rn:J [8] [Ml IHI le:] 18] ----· p AX, G, ,M, DEMAND COUPLERS INSTALLED MAXIMUM DISTANCE OF 150 FT. ON CENTER FDR THE ENTIRE LENGTH OF THE MAIN LINES. RAINBIRD PEB-PRS-B SERIES REMOTE CONTROL VAL VE. SIZE PER PLAN. H/7 RAINBIRD PESB-PRS-B SERIES REMOTE CONTROL VALVE. SIZE PER PLAN, H/7 CHAMPI□N CHAMPI□N CHAMPI□N \JILKINS 466-100 BRASS MANUAL ANTI SIPHON VALVE, INSTAL PER LOCAL C□DES. 200-100 BRASS MANUAL ANGLE VALVE, INSTAL PER LOCAL CODES. 262-100 BRASS ATMOSPHERIC VACUUM BREAKER, INSTALL AS PER L□CAL C□DES 500 HLR 2' PRESSURE REGULAT□R INSTALL □N BACKFL □IJ ASSEMBLY, L/7 GRISl,IDLD 2000E -2' 'EPOXY FUSED' MASTER CONTROL VAL VE D/7 RAINMASTER NIBCD CALSENSE CALSENSE P.□.C. P,D,C, BARRAT \J,C.S. DURA FM-1.5 FLO\,/ SENSOR, \,/[RE TD CONTROLLER AS RECOMMENDED BY THE MANUFACTURER E/7 T-113 BRONZE GATE VALVE -<LINE SIZE), F/7 PLACE IN CARSON VALVE B□X \JI □VER-THE-RIM COVER STATING 'HEAT-BRAND BV' ON LID ET-1-12-R-G SERIES CONTROLLER \JITH EXTERIDR POLE MOUNTED ANTENNA AN ET GAGE AND A 1/7 RB-I RAINBUCKET, CONTROLLER TD BE PLACED IN A HSI-TMSS-ET-l-24R-PANT STAINLESS STEEL CONTROLLER ASSEMBLY. ET-1-40-R-G SERIES CONTROLLER \JITH EXTERIOR POLE MOUNTED ANTENNA AN ET GAGE AND A 1/7 RB-I RAINBUCKET, CONTROLLER TO BE PLACED IN A HSI-TMSS-ET-l-24R-PANT STAINLESS STEEL CONTROLLER ASSEMBLY. 2' RECLAIMED \JATER METER 1,1/ A 2' SERVICE LINE, VERIFY LOCATION, SIZE, AND STATIC \JATER PRESSURE IN THE FIELD PRIOR TD STARTING \JORK. 3/4' POTABLE \JATER METER 1,1/ A 1-1/4' SERVICE LINE, VERIFY L□CATI□N, SIZE, AND STATIC \,/ATER PRESSURE IN THE FIELD PRI□R TD STARTING \,/ORK. IRRIGATION BOOSTER PUMP ASSEMBLY, SEE NOTES ON SHEET 6, TD BE USED ONLY IF EXISTING LOI,/ PRESSURE RECLAIMED \,/ATER SOURCE USED RG/RG-VR 'RAINGUARD' RAIN SENSOR, MOUNT □N ENCLOSURE AND \JIRE T □ CONTROLLER ALL FITTINGS TO BE DURA 'DEEP SOCKET' SCH 40 PIPE FITTINGS AS APPROVED POTABLE LATERAL LINE -PVC 3/4'-2' CL 200, 12' BELO\,/ GRADE AS APPROVED RECLAIMED \,/ATER PVC PIPE 3/4'-3' CL, 200 AS LATERAL LINES 12' BELD\J GRADE. PIPING SHALL BE COLOR CODED PURPLE AND MARKED AS INDICATED IN RECLAIMED \,/ATER NOTES, SEE SHEET I. AS APPROVED PVC PIPE 1-1/4' CL 315 AS MAINLINES 24' BELD\J GRADE, ALL SHALL BE I' UNLESS DTHER\JISE SHD\JN AS APPROVED RECLAIMED \JATER PVC PIPE 2'-3' CL. 315 AS MAINLINES 24' BEL □l,I GRADE, ALL SHALL BE 2-1/2' UNLESS DTHER\JISE SHD\JN, PIPING SHALL BE COLOR CODED PURPLE AND MARKED AS INDICATED IN RECLAIMED \,/ATER NOTES, SEE SHEET I. AS APPROVED SCH, 80 PVC PIPE AS SLEEVING UNDER VEHICULAR PAVING, T\JICE THE DIAMETER OF PIPE DR K/7 \,/IRE BUNDLE CARRIED, PLACE BELO\,/ ALL VEHICULAR PAVING, AND AS DIRECTED BY 01,/NER'S AUTHORIZED REPRESENTATIVE, AS APPROVED RECLAIMED \JATER SCH, 80 PVC PIPE AS SLEEVING UNDER VEHICULAR PAVING, T\JICE THE K/7 DIAMETER OF PIPE DR \JIRE BUNDLE CARRIED, PLACE BELD\J ALL VEHICULAR PAVING, AND AS DIRECTED BY D\JNER'S AUTHORIZED REPRESENTATIVE. PIPING SHALL BE COLOR CODED AND MARKED AS INDICATED IN RECLAIMED \JATER NOTES, SEE SHEET I. AS APPROVED IRRIGATION CONTROL \JIRE No. 14UF A\JG DIRECT BURIAL (UL APPROVED) RAINBIRD ST-03 GREY 'SNAP-TITE' \JIRE C□NNECT □RS AND PT-S5 SEALER AS APPROVED ALL VALVE BOXES SERVED BY RECLAIMED \,/ATER SHALL BE PURPLE CODED AND MARKED AS INDICATED IN RECLAIMED \,/ATER NOTES, SEE SHEET I. AS APPROVED ALL VALVES SERVED BY RECLAIMED \JATER SHALL HAVE RECLAIMED \,/ATER ID TAGS INSTALLED AS INDICATED IN RECLAIMED \,/ATER NOTES, SEE SHEET I. AS APPR□VED ALL C□NTR□LLERS SERVED BY RECLAIMED \JATER SHALL HAVE RECLAIMED \JATER PLACARDS INSTALLED AS INDICATED IN RECLAIMED \,/ATER NOTES, SEE SHEET !. 2 -VAL VE SEQUENCE APPROVED FOR PLANTING "AS BUILT" o.~ VALVE SIZE AND IRRIGATION ONLY, 7 ·12. -04 INCLUDING PRECISE hf-{?JwZ. EXP. ±as DATE LOCATION OF PLANTING REV~~DWd--AREAS. 7.,, -•~ INSPECTOR DATE I S2ET I CITY OF CARLSBAD I S1E4S I PLANNING DEPARTMENT ---------GENERAL NOTES FOR: OCEAN BLUFF APPROVED -;::;:;,;; / / p ... ,1cl_ 7,( '/ X ,,-!, . . ASSISTANT PLANNING DIRECTOR DATE PROJECT NO. DRAWING NO. ------ INITIAL DATE INITIAL DATE INITIAL ----------CHKD BY: I OWN BY: I REVISION DESCRIPTION C.T. 93-09(A' 360-3L NTS ENGINEER OF WOR OTHER APPROVAL CITY APPROVAL RVWD BY: ", "w " C u,.__ __________________________________________________________________________________________ ~"':"":""':"!"!"~-~~~-=---~~ C.M.W.D. 89-505 ~ I \1/2' / \· I • .. 1-1/2' f . 354.3 .... -=35,qe· . \ ··-\ - / I / • / ! ii ) / / I I I I NOTB: / / LOCATE ALL MAlNL1NE ONSlTB AND OUTSJDB OF RIGHI' OF WAY. MAINLlNB SHOUID BB LOCATED 3' ABOVE TOB OF SLOPE. MAINLlNB SHOWN WITHIN PA VlNG FOR CLARITY ONLY. ACTUAL MAINLlNB LOCATION TO BB A MINIMUM OF 18" OFF ADJACENT HARDSCAPB AND OTHER OBSTACLBS TYPICAL. ALL PIPING AND WIRES INSTAI I BO TJNDBR PA VlNG SHALL BB INSTAI I BO IN PVC SLBEVBS TWICE nm DIAMETBR OF nm PIPE OR WIRE BUNDLB CARRIED. SLBBVING SHOWN CROSSING VBHICULARARBAS SHALL BB SCH. 80 AS PBR.LBOEND. SBB SHBBT 7 FOR IRRIGATION NOTES AND DETAILS SBB SHEET 2 FOR lRRIOATION LBOBND SBB SHBBT S-6 FOR IRRIGATION SPECIFICATIONS 36 /_,/ .. --· -;f, 349.2/ SIDEWALK (TYP.) ,C. _,.-·/ (.· 40' 80' I 160' ~ i '/Ji o e C • ~ ' l!' "' a . ./rr=i ~ ,w " ~ 346.0 I ® / / \ \ \ 341.6 I \f\l)S( \Pl· ·\ RC! I rl !'Cl l "RF 8910 UNIVERSITY CENTER LANE sum: 580 SAN DIEGO CALD'ORNIA 92122 619 · 558 • 8977 FAX 619 • 558 • 9188 ' 348.0 1 I (/ . I /{E,;Mim/J,,'/,f;,1/Lil{I L!}Llf ,.1 ··. 2' /'d'a/1 76l OF :1.@ B5 ----'--'-4 349.2 AJ9 1 b.lJ 1" /_,--~....,.,: ( __ -,..._,..:..,~!.,(1-r, I ' .Ollu REVISION DATE RF.VISION DATF: DRAWN 1~:8 t336.9 V-·, / \ . \ ·. I 4.22.98 7.10.98 J.A. -A19 ·, --· ✓, ( i 3/4 :. ( 1 . APPROVED J.P. l-----+---+-----------------.1----1---.L.--L--......I _________ __, JOB NO. DATE SCALE 97-57 12.24.97 DATE INITIAL ENGINEER OF WOR DATE INITIAL REVISION DESCRIPTION OTHER i'PPROVAL DATE INITIAL CITY APPROVAL "AS BUILT" Cl.Mk - REVIEWED~ /,. aA ___. INSPECTOR fsiirn7 CITY OF CARLSBAD L_J_J PLANNING DEPARTMENT IRRIGATION PLAN FOR: I I I I I I I I I I • I ·.J ; I I OCEAN BLUFF DWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: C.T. 93-09 A 360-3L C.M.W.D. 89-505 ___ , .. _-_. . ·f _,_~::~~/<i~f:·;;·:::;..~----~, ... -- '\ I / / I I I ' I I ' 11 I / \ \ -·- I I I \ ·····--------- A3 ,,t' ~} , _ _ 1/2" - "· --HT1JN ¾ --··-··-------------·-·---- {1'1~L,I 01"2-- -49 345.2 ----· IA'\DSC \PE ARC! 11 rl·CTl'RL , I \. ~ \\ ) I 11 I ~I REVISION DATE REVISION DATE DRAWN APPROVED JOB NO. DATE SCALE 4.22.98 7.10.98 J.A. J.P. 97-117 12.24.97 1 .. -40' '5 "I 00 B DATE PROPr.,RTY >Llf',I "'' --\ - CONTROLLER SIIALL BB A CALStn{SE ET1-36. ET :::>PJ',,7m-~ IP...I'UG.t .. n:o:t<r CONTROLLER JNSTAI I BD JNSIDB A STAINLESS STEEL BNCLOSURB. 120 --'--VOLT POWE.RAS PROVIDED BY OTIIERS. . -,~; _:~ -:: .. :.~\=~: ~' - ' / --, ' I '>.~ - P.O.C SHAI.L BE A2" RBCLAIMED WATBR.MBTBR. W/ A 2-11.2" SBRVICB LINB. INSTALLALLEQUIPMBNTINDICATBDDOWNSTRBAMOFTHEWATBR. METER. SBB LBOBND FOR.ADDITIONAL INFORMATION, VERIFY P.O,C. LOCATION, SIZE, AND WATER. PRESSURE PRIOR. TO STAR.TINO WORK. ,,-·--·~ I I 7.''r~(!); ---\--.de¥' 4 /~·-_"'·\ i I ·,,.,,,.. --· '-..I / I I I . ., I • ·8'6 ' ' .. ..'.,,·",.,..., ' ..!f' _ • PIJ I v 1 INITIAL --f ::i _.,,,"'"' ~~ \t I fl / I I 2 C)\ /<El, <C· I •lj C'?\ ( 1/i;II l STATIC WATBR. PRESSURE: 14.62 P.S.I MAXIMUMWATER.DEMAND: 46.0O.P.M. DBSION WATBR. PRESSURE: 30 P.S.I. SBTWATBR.PRESSURBAT: 73 P.S.L HYDRAULIC OR.ADE LlNB: 384 f-I 'if 'r" I ;!7 "-' STREET SURFACE ----~ --J I I I I 1-l~1 1 ~ lfi:I'· SHOUI.DBB ' LOCATED ~ I(~ I • \ ' ' ·-, - ---_/ ,/-I .. /2W,P(1rt1e]) rtJ t,,.Je l..CX.A71?P <. ~Mf'M.e, '" ,. 3.5 FEET POTABLE MAINLINE-----~ (SEE IMPROVEMENT DRAWINGS) I 12" MINIMUM REQUIRED VERTICAL SEPARATION RECLAIMED WATER IRRIGATION MAINLINE ---1 NOTE: SLEEVE ALL RECLAIMED WATER IRRIGATION PIPING AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" OCTOBER 1993 A POTABLE MAINLINE CROSSING METER BOX W/ METER------~ SIDEWALK j I CURB --i-24•==--1 APPROX. a• 12" MINIMUM POTABLE SERVICE LINE ______ _. RECLAIMED WATER IRRIGATION MAINLINE W/ SLEEVE NOTE: NTS VERTICAL CLEARANCE OF 12" MINIUMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 1 O' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET. B POTABLE SERVICE LINE CROSSING NTS NOTE: CD COPPER UNION (1 OF 2) @ REDUCED PRESSURE BACKFLOW PREVENTER: AS SPECIFIED @COPPER t.jALE ADAPTER ( 1 OF 2) @ COPPER 90' ELL 5 (1 OF 4) @COPPER PIPE (lYPICAL) @ FINISH GRADE (Z) PVC MALE ADAPTER @ IRRIGATION MAINLINE PIPE @COPPER FEMALE ADAPTER @ COPPER PIPE FROM POINT-OF- CONNECTION (D) CONCRETE FOOTING INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. C BACKFLOW PREVENTER NTS < '-. , A~OYED FOR PLANTING ( A\Nit'~RRIGATION ONLY, BUILT" _7-r2-o1 DATE 1 lNctUDING PRECISE LOCATION OF PLANTING AREAS. ' ('IP<t.l - ( " REVIEWED BYW L-.. ~.l.. INSPECTOR IRRIGATION PLAN FOR: OCEAN BLUFF DRAWING NO, ENGINEER OF WOR REVISION DESCRIPTION '" ,_,, •. , ,. ,·_, "' '!.I>-. " " ,.,. ,; U, l,lJ SECTION 02811 LANDSCAPE IRRIGATION NOTE:C.M.W.D. SPECIFICATIONS TAKE PRECEDENCE OVER TIIBSE SPECIFICATIONS. PART! -GENERAL LI SUMMARY A. IT IS THE INTENT OF THE SPECIFICATIONS AND ORA WING TilA T THE FINISHED SYSTEM IS COMPLETE IN EVERY RESPECT AND SHALL BE READY FOR OPERATION SATISFACTORY TO THE OWNER. B. THE WORK SHALL INCLUDE ALL MATERIALS, LABOR, SERVICES, TRANSPORTATION, AND EQUIPMENT NECESSARY TO PERFORM THE WORK AS INDICATED ON THE DRAWINGS, IN THESE SPECIFICATIONS, AND A NECESSARY TO COMPLETE THE CONTRACT. 1.2 CONSTRUCTION DRAWINGS A. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOTE POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC. WHICH MAY BE REQIBRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE TIIE 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. ORA WINGS 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. B. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES OR DETAILS SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECTFTCA TIONS. WHEN AN ITEM IS SHOWN ON TIIE PLANS BUT NOT SHOWN ON THE SPECIFICATIONS OR VICE VERSA, IT SHALL BE DEEMED TO BE AS SHOWN ON BOTH. THE LANDSCAPE ARCHITECT SHALL HA VE FINAL AUTHORITY FOR CLARIFICATION. C. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE ORA WINGS WHEN IT IS OBVIOUS IN TIIE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN AREA DIMENSIONS EXIST TilA T MIGHT NOT HA VE BEEN CONSIDERED IN ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AS SOON AS DETECTED. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISION NECESSARY. 1.3 QUALITY ASSURANCE A. PROVIDE AT LEAST ONE ENGLISH SPEAKING PERSON WHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK AND WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED AND THE MANUFACTURER'S RECOMMENDED METHODS OF INSTALLATION AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. B. MANUFACTURER'S DIRECTIONS AND DETAILED ORA WINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURER OF ARTICLES USED IN THIS CONTRACT FL'RNTSH DTRECTIONS COVERING POINTS NOT SHOWN IN THE DRAWINGS AND SPECIFICATIONS. C. ALL LOCAL, MUNICIPAL AND ST A TE LAWS, RULES AND REGULATIONS GOVERNING OR RELATL"!G TO ANY PORTION OF THIS WORK AND HEREBY INCORPORATED IN TO AND MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THESE SPECIFICATIONS SHA LL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE ABOVE RULES AND REGULATIONS OF THE SAME. HOWEVER, WHEN THESE SPECIFJCA TIONS AND DRAWINGS CALL FOR OR DESCRIBE MATERIALS, WORKMANSHIP, OR CONSTRUCTION OF A BETTER QUALITY, HIGHER STANDARD, OR LARGER SIZE THAN JS REQUIRED BY THE ABOVE RULES AND REGULATIONS, TIIB PROVISIONS OF THESE SPECIFICATIONS AND DRAWINGS SHALL TAKE PRECEDENCE. D. ALL MATERIALS SUPPLIED FOR THIS PROJECT SHALL BE NEW AND FREE FROM ANY DEFECTS. ALL DEFECTIVE MATERIALS SHALL BE REPLACED IMMEDIATELY AT NO ADDITIONAL COST TO OWNER, E. THE CONTRACTOR SHALL SECURE THE REQIBRED LICENSES AND PERMITS INCLUDING PAYMENTS OF CHARGES AND FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, VERIFY PERMITS SECURED OR ARRANGEMENTS MADE BY OTHERS AFFECTING THE WORK OF THIS SECTION. 1.4 SUBMTTTALS A. MATERIALS LIST: I. AFTER AWARD OF CONTRACT AND BEFORE ANY IRRIGATION SYSTEM MATERIALS ARE DELIVERED TO THE JOB SITE, SUBMIT TO THE OWNER A COMPLETE LIST OF ALL IRRIGATION SYSTEMS, MATERIALS, OR PROCESSES PROPOSED TO BE FURNISHED AND INSTALLED AS PART OF THIS CONTRACT. 2. SHOW MANUFACTURER'S NAME AND CATALOG NUMBER FOR EACH ITEM, FURNISH COMPLETE CATALOG CUTS AND TECHNICAL DATA, FURNISH THE MANUFACTURER'S RECOMMENDATIONS AS TO THE METHOD OF INSTALLATION. 3. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN ACCEPTANCE BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE. 4. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTIES Si'IALL ONLY SUPPLEMENT THE GUARANTEE. B. SUBSTITUTIONS: CITY INSPECTOR MUST APPROVE SUBSTITUTIONS. IF THE TRRIGATION CONTRACTOR WISHES TO SUBSTITUTE ANY EQUIPMENT OR MATERIALS FOR THOSE EQUIPMENT OR MATERIALS LISTED ON THE IRRIGATION DRAWINGS AND SPECIFICATIONS HE MAY DO SO BY PROVIDING THE FOLLOWING INFORMATION TO THE LANDSCAPE ARCIDTECT OR OWNER'S AUTHORIZED REPRESENTATIVE FOR APPROVAL. 1. PROVIDE A WRITTEN ST A TEMENT IND I CA TING THE REASON FOR MAKING THE SUBSTITUTION . 2. PROVIDE CATALOG CUT SHEETS, TECHNICAL DATA, AND PERFORMANCE INFORMATION FOR EACH SUBSTITUTE ITEM. 3. PROVIDE IN WRITING THE DIFFERENCE IN INSTALLED PRICE IF THE ITEM IS ACCEPTED. 1.5 EXISTING CONDITIONS A. THE CONTRACTOR SHALL VERIFY AND BE FAMlLIAR WITH THE LOCATIONS, SIZE AND DETAIL OF POINTS OF CONNECTION PROVIDED AS THE SOURCE OF WATER, ELECTRICAL SUPPLY, AND TELEPHONE LINE CONNECTION TO THE IRRIGATION SYSTEM. B. IRRIGATION DESIGN IS BASED ON THE AV All.ABLE STATIC WATER PRESSURE SHOWN ON TIIB DRAWINGS. CONTRACTOR SHALL VERIFY STA TIC WATER ON THE PROJECT PRIOR TO THE START OF CONSTRUCTION. SHOULD A DISCREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BEGL"JNING CONSTRUCTION. C. PRIOR TO CUTTING INTO THE SOIL, THE CONTRACTOR SHALL LOCATE ALL CABLES, CONDUITS, SEWER SEPTIC TANKS, AND OTHER UTILITIES AS ARE COMMONLY ENCOUNTERED UNDERGROUND AND HE SHALL TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH IMPROVEMENTS. IF A CONFLICT EXISTS BETWEEN THE SUCH OBSTACLES AND THE PROPOSED WORK, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT AND OWNER WHO WlLL ARRANGE FOR RELOCATIONS. THE CONTRACTOR WILL PROCEED IN THE SAME MANNER IF A ROCK LA YER OR ANY OTHER SUCH CONDITIONS ARE ENCOUNTERED. D. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO REMAIN ON AND ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION. CONTRACTOR SHALL REPAIR, AT HIS OWN COST, ALL DAMAGE RESULTING FROM HTS OPERATION OR NEGLIGENCE. E. TIIB IRRIGATION CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR FOR INSTALLATION OF REQUIRED SLEEVING AS SHOWN ON THE PLANS. l.6 INSPECTIONS A. THE CONTRACTOR SHALL PERMIT THE LANDSCAPE ARCHITECT AND OWNER'S AUTHORIZED REPRESENTATIVE TO VISIT AND INSPECT AT ALL TIMES ANY PART OF TI{E WORK AND SHALL PROVIDE SAFE ACCESS FOR SUCH VISITS. B. WHERE TIIB SPECIFJCA TIONS REQUIRE WORK TO BE TESTED BY THE CONTRACTOR, IT SHALL NOT BE COVERED OVER UNTIL ACCEPTED BY TIIE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE, AND/OR GOVERNING AGENCIES. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT, OWNER, AND GOVERNING AGENCIES, A MINIMUM OF 48 HOURS IN ADVANCE, WHERE AND WHEN TIIB WORK IS READY FOR TESTING. SHOULD ANY WORK BE COVERED WITHOUT TESTING OR ACCEPTANCE, IT SHALL BE, IF SO ORDERED, UNCOVERED AT THE CONTRACTOR'S EXPENSE. C. INSPECTIONS WILL BE REQUIRED FOR THE FOLLOWING AT A MINIMUM: I. SLEVE INSTALLATION 2. SYSTEMLAYOUT 3. PRESSURE TEST OF IRRIGATION MAIN LINE (FOUR HOURS AT 125 PSI OR 120% OF STATIC WATER PRESSURE, WlilCH EVER IS GREATER. 4. COVERAGE TEST OF IRRIGATION SYSTEM. 5. FINAL INSPECTION PRIOR TO START OF MAINTENANCE PERIOD 6. FINAL ACCEPTANCE D. SITE OBSERVATIONS AND TESTING WILL NOT COMMENCE WITHOUT THE RECORD DRAWINGS AS PREPARED BY THE IRRTGA TJON CONTRACTOR. RECORD DRAWINGS MUST BE COMPLETE AND UP TO DATE FOR EACH SITE VISIT. E. WORK WHICH FAILS TESTING AND IS NOT ACCEPTED WILL BE RETESTED. HOURLY RATES AND EXPENSES OF THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE, AND GOVERNING AGENCIES FOR REINSPECTION OR RETESTING WILL BE PAID BY THE IRRIGATION CONTRACTOR AT NOT ADDITIONAL EXPENSE TO OWNER. 1.7 STORAGE AND HANDLING A. USE ALL MEANS NECESSARY TO PROTECT IRRIGATION SYSTEM MATERIALS BEFORE, DURING, AND AFTER INSTALLATION AND TO PROTECT THE INSTALLATION WORK AND MATERIALS OF ALL OTHER TRADES. 1N THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO THE ACCEPTANCE OF THE LANDSCAPE ARCHITECT AND OWNER AND AT NO ADDITIONAL COST TO THE OWNER. B. EXERCISE CARE IN HANDLING, LODGING, UNLOADING, AND STORING PLASTIC PIPE AND FITTINGS UNDERCOVER UNTIL READY TO INST ALL. TRANSPORT PLASTIC PIPE ONLY ON A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE PIPE TO LAY FLAT TO AVOID UNDUE BENDING AND CONCENTRATED EXTERNAL LOAD. 1.8 CLEANUP AND DISPOSAL A. DISPOSE OF WASTE, TRASH, AND DEBRIS IN ACCORDANCE WITH APPLICABLE LAWS AND ORDINANCES AND AS PRESCRIBED BY AUTHORITIES HA YING JURISDICTION. BURY NO SUCH WASTER MATERIAL AND DEBRIS ON THE SITE. BURNING OF TRASH AND DEBRIS WILL NOT BE PERMITTED. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF RUBBISH AND DEBRIS GENERATED BY HIS WORK AND WORKMEN AT FREQUENT INTERVALS OR WHEN ORDERED TO DO SO BY THE OWNER'S AUTHORIZED REPRESENTATIVE. B. AT THE TIME OF COMPLETION THE ENTIRE SITE WlLL BE CLEARED OF TOOLS, EQIBPMENT, RUBBISH AND DEBRIS WHICH SHALL BE DISPOSED OF OFF-SITE JN A LEGAL DISPOSAL AREA. I .9 TURNOVER ITEMS A RECORD DRAWINGS: 1. RECORD ACCURATELY ON ONE SET OF CONTRACT DRAWINGS ALL CHANGES IN THE WORK CONSTITUTING DEPARTIJRES FROM THE ORIGINAL CONTRACT DRAWINGS. 2. THE CHANGES AND DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND WORKMANLIKE MANNER TO THE SATISFACTION OF THE OWNER. PRIOR TO FINAL INSPECTION OF WORK, SUBMIT RECORD DRAWING TO THE LANDSCAPE ARCIDTECT OR OWNER'S AUTHORIZED REPRESENTATIVE. 3. DIMENSIONS FROM/fO PERMANENT POINT OF REFERENCE SUCH AS BUILDINGS, SIDEWALKS,, CURBS, ETC. SHALL BE SHOWN. DATA ON RECORD DRAWINGS SHALL BE RECORDED ON A DAY TO DAY BASIS AS THE PROJECT IS BEING INSTALLED. ALL LETTERING ON DRAWINGS SHALL BE MINIMUM 118 INCH IN SIZE. 4. SHOW LOCATIONS AND DEPTHS OF THE FOLLOWING ITEMS: I. POINT OF CONNECTION (INCLUDING WATER METERS, BACKFLOW PREVENTERS, MASTER CONTROL VAL YES, ETC.) II. ROUTING OF SPRINKLER PRESSURE LINES (DIMENSIONS SHOWN AT A MAXIMUM OF 100 FEET ALONG ROUTING) Ill. GATE VALVES IV. AUTOMATIC REMOTE CONTROL VALVES V. QUICK COUPLING WIRES VI. ROUTING OR CONTROL WIRES VIL IRRIGATION CONTROLLERS VIII. RELATED EQUIPMENT (AS MAY BE DIRECTED) 5. MAINTAIN RECORD DRAWINGS ON SITE AT ALL TIMES. UPON COMPLETION OF WORK, TRANSFER ALL AS-BUILT INFORMATION AND DIMENSIONS TO REPRODUCIBLE SEPIA PRINTS. B. CONTROLLER CHARTS: I, RECORD DRAWINGS MUST BE APPROVED BY LANDSCAPE ARCHITECT AND/OR OWNER'S AUTHORIZED REPRESENTATIVE BEFORE CHARTS ARE PREPARED. 2. PROVIDE ONE CONTROLLER CHART FOR EACH AUTOMATIC CONTROLLER. CHART SHALL SHOW THE AREA COVERED BY THE PARTICULAR CONTROLLER. 3. THE CHART IS TO BE A REDUCED COPY OF THE ACTUAL "RECORD" DRAWING. IN THE EVENT THE CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN THE ORA WING TS REDUCED. IT SHALL BE ENLARGED TO A READABLE SIZE. 4. WHEN COMPLETED AND APPROVED, THE CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM 20 MILS IN THICKNESS. C. OPERATION AND MAINTENANCE MANUALS: I. TWO INDIVIDUALLY BOUND COPIES OF OPERATION AND MAINTENANCE MANUALS SHALL BE DELIVERED TO THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE AT LEAST 10 CALENDAR DAYS PRIOR TO FINAL INSPECTION. TI-IE MANUALS SHALL DESCRIBE TI-IE MA TERIAL INST Al.LED AND THE PROPER OPERATION OF THE SYSTEM. 2. EACH COMPLETE, BOUND MANUAL SHA LL INCLUDE THE FOLLOWING INFORMATION: I. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER, DURATION OF GUARANTEE PERIOD, LIST OF EQUIPMENT INCLUDING NAME AND ADDRESSES OF LOCAL MANUFACTURER REPRESENTATIVES. II. OPERA TING AND MAINTENANCE INSTRUCTIONS FOR ALL EQUIPMENT. Ill. SPARE PART LISTS AND RELATED MANUFACTURER INFORMATION FOR ALL EQIBPMENT. D. EQUIPMENT: I. SUPPLY AS A PART OF THIS CONTRACT THE FOLLOWING ITEMS: I. TWO (2) WRENCHES FOR DISASSEMBLY AND ADITJSTMENT OF EACH TYPE OF SPRINKLER HEAD USED IN THE IRRIGATION SYSTEM. IL THREE 30-INCB SPRINKLER KEYS FOR MANUAL OPERATION OF CONTROL VALVES. III. TWO KEYS FOR EACH AUTOMATIC CONTROLLER. IV. TWO QIBCK COUPLER KEYS WITH A ¾" BRONZE HOSE BIB, BENT NOSE TYPE WITH HAND WHEEL AND TWO COUPLER LID KEYS. V. ONE VAL VE BOX COVER KEY OR WRENCH. VI. ONE 5-FOOT TEE WRENCH FOR OPERATING GA TE VALVES 3 INCHES OR LARGER (IF USED). VIL SIX EXTRA SPRINKLER HEADS OF EACH SIZE AND TYPE. 2. THE ABOVE EQUIPMENT SHALL BE TURNED OVER TO OWNER'S AUTHORIZED REPRESENTATIVE AT THE FINAL INSPECTION. I. 10 COMPLETION A. AT THE TIME OF THE PRE-MAINTENANCE PERIOD INSPECTION, THE LANDSCAPE ARCIDTECT, OWNER'S AUTHORIZED REPRESENTATIVE, AND GOVERNING AGENCIES WILL INSPECT THE WORK, AND IF NOT ACCEPTED, WILL PREPARE A LIST OF ITEMS TO BE COMPLETED BY THE CONTRACTOR. AT THE TIME OF THE POST-MAINTENANCE PERIOD OR FINAL INSPECTION THE WORK WILL BE REINSPECTED AND FINAL ACCEPTANCE WILL BE IN WRITING BY THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE, AND GOVERNING AGENCIES. B. THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL HA VE FINAL AUTHORITY ON ALL PORTIONS OF THE WORK. C. AFTER THE SYSTEM HAS BEEN COMPLETED, THE CONTRACTOR SHALL INSTRUCT OWNER'S AUTHORIZED REPRESENTATIVE IN THE OPERATION AND MAINTENANCE OF THE IRRIGATION SYSTEM AND SHALL FURNISH A COMPLETE SET OF OPERA TING AND MAINTENANCE INSTRUCTIONS. D. ANY SETTING OF TRENCHES WfTTCH MAY OCCUR DURING THE ONE-YEAR PERIODFOLLOWING ACCEPTANCE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION BY THE CONTRACTOR WITHOUT ANY ADDITIONAL EXPENSE TO THE OWNER. REPAIRS SHALL INCLUDE THE COMPLETE RESTORATION OF ALL DAMAGE TO PLANTING, PA YING OR OTHER IMPROVEMENTS OF ANY KIND AS A RESULT OF THE WORK. 1.11 GUARANTEE A. THE ENTIRE SPRINKLER SYSTEM, INCLUDING ALL WORK DONE UNDER THIS CONTRACT, SHALL BE UNCONDmONALLY GUARANTEED AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND WORKMANSHIP, INCLUDING SETTING OF BACKFILLED AREAS BELOW GRADE, FOR A PERIOD OF ONE (I) YEAR FOLLOWING THE FILING OF TIIB NOTICE OF COMPLETION. SHOULD ANY PROBLEM WITH THE IRRIGATION SYSTEM BE DISCOVERED WITHIN THE GUARANTEE PERIOD, IT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO OWNER WITHIN TEN (10) CALENDAR DAYS OF RECEIPT OF WRITTEN NOTICE FROM OWNER. WHEN THE NATURE OF TIIB REPAIRS AS DETERMINED BY THE OWNER CONSTITUTE AN EMERGENCY (I.E. BROKEN PRESSURE LINE) THE OWNER MAY PROCEED TO MAKE REP AIRS AT THE CONTRACTOR'S EXPENSE. ANY AND ALL DAMAGES TO EXISTING IMPROVEMENT RESULTING EITHER FROM FAUL TY MATERIALS OR WORKMANSHJP, OR FROM THE NECESSARY REPAIRS TO CORRECT SAME, SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER BY THE CONTRACTOR, ALL AT NO ADDITIONAL COST TO THE OWNER. B. GUARANTEE SHALL BE SUBMITTED ON CONTRACTOR'S OWN LETTERHEAD AS FOLLOWS: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM WE HEREBY GUARANTEE THAT THE SPRINKLER WE HA VE FURNISHED AND INSTALLED IS FREE FROM DEFECTS JN MATERIALS AND WORKMANSffiP, AND THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE ORA WINGS AND SPECIFICATIONS, ORDINARY WEAR AND TEAR AND UNUSUAL ABUSE, OR NEGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY DEFECTIVE MATERIAL DURING TIIB PERIOD OF ONE YEAR FROM DATE OF FILING OF THE NOTICE OF COMPLETION AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RESULTING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO TIJE OWNER. WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN 10 CALENDAR DAYS FOLLOWING WRITTEN NOTIFICATION BY THE OWNER. IN THE EVENT OF OUR FAIL URE TO MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN THE TIME SPECIFIED AFTER RECEIPT OF WRITTEN NOTICE FROM OWNER, WE AUTIIORIZETHE OWNER TO PROCEED TO HAVE SAJD REPAIRS OR REPLACEMENT MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS AND CHARGES THEREFORE UPON DEMAND. PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE: PART II -MATERIALS 2.1 SUMMARY USE ONLY NEW MATERIALS OF THE MANUFACTURER, SIZE AND TYPE SHOWN ON THE DRAWING AND SPECIFICATIONS. MATERIALS OR EQUIPMENT INSTALLED OR FURNISfIED TilA T DO NOT MEET LANDSCAPE ARCHITECT'S, OWNER'S, OR GOVERNING AGENCIES STANDARDS WILL BE REJECTED AND SHALL BE REMOVED FROM THE SITE AT NO EXPENSE TO THE OWNER. 2.2 PIPE A. PRESSURE SUPPLY LINE FROM POINT OF CONNECTION THROUGH BACKFLOW PREVENTION UNIT SHALL BE TYPE K "HARD" COPPER PIPE. B. PRESSURE SUPPLY LINES 2 INCHES IN DIAMETER AND UP TO 3 INCHES IN DIAMETER DOWNSTREAM OF BACKFLOW PREVENTION UNIT SHALL BE CLASS 315 SOL VENT WELD PVC CONFORMING TO ASTM DI 785. C. PRESSURE SUPPLY LINES 1 1/, INCHES IN DIAMETER AND SMALLER OF THE BACKFLOW PREVENTION UNIT SHALL BE SCHEDULE 40 SOL VENT WELD PVC CONFORMING TO ASTM D1785. D. NON-PRESSURE LINES¾ INCHES IN DIAMETER AND LARGER DOWNSTREAM OF TIIE REMOTE CONTROL VAL VE SHALL BE CLASS 200 PVC. NON-PRESSURE LINES½ INCH IN DIAMETER SHALL BE CLASS 315 PVC. NON PRESSURE PIPING SHALL CONFORM TO ASTM D2241. 2.3 MET AL PIPE AND FITTINGS I. BRASS PIPE SHALL BE 85% PERCENT RED BRASS, ANSI, IPS STANDARD 125 POUNDS, SCHEDULE 40 SCREWED PIPE. 2. BRASS FITTINGS SHALL BE MEDIUM BRASS. SCREWED 125-POUND CLASS. 3. COPPER PIPE SHALL BE "HARD'' TYPE K. 4. COPPER FITTINGS SHALL BE SOLDERED TYPE. 2.4 PLASTIC PIPE AND FITTINGS A. PIPE SHALL BE MARKED CONTINUOUSLY WITH MANUFACTURER'S NAME, NOMINAL PIPE SIZE, SCHEDULE OR CLASS, PVC TYPE AND GRADE. NATIONAL SANJT A TION FOUNDATION APPROVAL, COMMERCIAL STANDARDS DESIGNA TJON, AND DATE OF EXTRUSION. B. ALL PLASTIC PIPE SHALL BE EXTRUDED OF AN IMPROVED PVC VIRGIN PIPE COMPOUND IN ACCORDANCE WITII ASTM D2241 OR ASTM D1784. C. ALL PVC..: Fl J I INGS SHALL BE STANDARD WEIGHT SCHEDULE 40 AND SHALL BE INJECTION MOLDED OF AN IMPROVED VIRGIN PVC FITTING COMPOUND. SLIP PVC FITTINGS SHALL BE THE •DEEP SOCKET" BRACKETED TYPE. TIIREADED PLASTIC FITTINGS SHALL BE INJECTION MOLDED. ALL TEES AND ELLS SHALL BE SIDE GATED. ALL FITTINGS SHALL CONFORM TO ASTMD2466. D. ALL THREADED NIPPLES SHALL BE STANDARD WEIGHT SCHEDULE 80 WITH MOLDED THREADS AND SHALL CONFORM TO ASTM DI 785. E. ALL SOL VENT CEMENTING OF PLASTIC PIPE AND FITTINGS SHALL BE A TWO-STEP PROCESS, USING PRIMER AND SOL VENT CEMENT APPLIED PER THE MANUFACTIJRER'S RECOMMENDATIONS. CEMENT SHALL BE OF A FLUID CONSISTENCY, NOT GEL-LIKE OR ROPY. SOL VENT CEMENTING SHALL BE IN CONFORMANCE WITII ASTM D2564 AND ASTM D2855. F. WHEN CONNECTJON IS PLASTIC TO METAL, FEMALE ADAPTERS SHALL BE HAND TIGHTENED, PLUS ON TURN WITH A STRAP WRENCH. JOINT COMPOUND SHALL BE NON-LEAD BASE TEFLON PASTE, TAPE, OR EQUAL. 2.5 VALVES A. GATEVALVES: I. GATE VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON TIIE DRAWINGS. 2. GA TE VAL YES SHALL BE CONSTRUCTED OF A BRONZE BODY, BRONZE DISC, TIIREADED BRONZE BONNET AND MALLEABLE IRON HANDWHELL. GATE VALVES ARE TO HA VE THREADED CONNECTIONS. 3. ALL GATE VAL YES SHALL HA VE A MINIMUM WORKING PRESSURE OF NOT LESS THAN 150 PSI AND SHALL CONFORM TO A WW A STANDARDS. B. QUICK COUPLER VALVES: I. QUICK COUPLER VAL YES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON TIIE ORA WINGS. 2. QUICK COUPLER VAL YES SHALL BE BRASS WITH AW ALL TIIlCKNESS GUARANTEED TO WITHSTANDS NORMAL WORKING PRESSURE OF 150 PSI WITHOUT LEAKAGE. VAL YES SHALL HA VE 1" FEMALE THREADS OPENING AT BASE, WITH TWO-PIECE BODY, VALVES TO BE OPERA TED ONLY WITH A COUPLER KEY, DESIGNED FOR TIIAT PURPOSE. COUPLER KEY rs INSERTED INTO VAL VE AND A POSITIVE WATERTIGHT CONNECTION SHALL BE MADE BETWEEN THE COUPLER KEY AND VAL VE. HINGE COVER SHALL BE THE LOCKING TYPE CONSTRUCTED OF BRASS WITH A RUBBER-LIKE VINYL COVER. C. AUTOMATIC CONTROL VALVES: I. AUTOMATIC CONTROL VALVES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. 2. AUTO MA TIC CONTROL VAL YES SHALL BE ELECTRICALLY OPERA TED. D. ANTI-DRAINVALVES: I. ANTI-DRAIN VAL YES SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. 2. ANTI-DRAIN VALVES SHALL HAVE 18-8 STAINLESS STEEL SPRINGS AND VALVES STEMS WITHBUNA-N SEALS. 3. ANTI-DRAIN VAL YES WILL HAVE TIIREADED CONNECTIONS TIIB SIZE OF THE RISER OR PIE THEY ARE TO BE INSTALLED ONTO, OR THE NEXT AVAILABLE SIZE. NO SLIP CONNECTION ANTI-DRAIN VALVES ARE ALLOWED. 2.6 VALVE BOXES A. VAL VE BOXES SHALL BE FABRICATED FROM A DURABLE, WEATIIER-RESISTANT PLASTIC MATERIAL RESISTANT TO SUNLIGHT AND CHEMICAL ACTION OF SOILS. B. TI-IE VAL VE BOX COVER SHALL BE GREEN (PURPLE FOR RECLAIMED WATER) IN COLOR AND SECURED WITH BOLTS. C. THE COVER AND BOX SHALL BE CAPABLE OF SUSTAINING A LOAD OF 1,500 POUNDS. D. VAL VE BOX EXTENSIONS SHALL BE BY THE SAME MANUF ACTIJRER AS THE VAL VE BOX. E. AUTOMATIC CONTROL VAL VE BOXES SHALL BE 16"XI I "X12" RECTANGULAR SIZE. VAL VE BOX COVERS SHALL BE "HEAD BRANDED" IN 2" HIGH LETTERS ''RVC'' WITH THE VAL VE IDENTIFICATION NUMBER. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RCE ----EXP. ---- REVIEWED BY, ·-·----- DATE INSPECTDR DATE ----. ,---.-.. -.. -... -+ ..... +-._-.-.. -.=~~::--~-=~~.-... -...... -.. -.... -..... -... -.. -..... -.... -.~~~-.:· : __ ·······_···-_-·_· --+---_· ··_·-··--l···+-' ______ :r---__ ···_·_-·_·r-········_·_····=:::: w CITY PLA~N~G £tR~~N~ BAD ~ ................... ··-·-····-··-·--------------+---+--+---1-----1 IRRIGATION SPECIFICATIONS FOR: RF.VTSION DATF. 4.22.98 ll910 UNIVERSITY CENTER LANE SUITE 580 SAN DIEGO CALIFORNIA 92122 619 • 558 · 8977 FAX 619 • 558 • 9188 REVISJON DATE 7.10.98 OCEAN BLUFF _________ ,,_ ""''""' ,.,. ""'" ""'"" '::'.D.:'.RA~W"_'N.:'_ _____ ~J.~A:.I. i-----i-------------... I APPROVED J.P. APPROVED . ~.//, /i //CC, =-:=--=-t/G: .,,-h/~fL1~)"==---_ _____.£) ~I/-T (J ---------"1-~----+----------------+---+----11----+----I "-AS=Sl=-ST"-'A'-'-NT'-'-P=-l~-'--"-'"-'ll'l".=.1G--'D'-"IR-'-'E'-"C-'-'TO'-'-R'--______ _;;cDA.;;Ja=.E _ __, JOTI NO. 97-57 DATE 12.24.97 DATE INITl,l,L REVISION DESCRIPTION SCALF. NTS ENGINEER OF WORM DATE INmAL DATE INmAL OlliER APPROVAL CITY APPROVAL OWN BY: ___ _ CHKD BY: __ _ RVWO BY; PROJECT NO. C.T. 93-09(A' DRAWING NO. 360-3L ,\~--------------------------------------------------------------------------------------------------------------------------------------"""!~~~~~-"""!~-~'!!'"~----C.M. W .D. 89-505 en ::3 .'.() d _y ~; -;- F. BALL VALVE, FLUSH VAL VE, MASTER VAL VE, AND QUICK COUPLER VAL VB BOXES SHALL BE 10" CIRCULAR SIZE. VAL VE BOX COVERS SHALL BE "HEAT BRANDED" IN 2" HIGH LETTERS WITH EITHER "BV", "FV", "MV", OR "QCV". 2.7 AUTOMATIC CONTROLLER AUTOMATIC CONTROLLER SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED ON THE DRAWINGS. 2.8 ELECTRICAL A. ALL ELECTRICAL EQUIPMENT SHALL BE NEMA TYPE 3, WATERPROOFED FOR EXTERIOR INSTALLATIONS. B. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL CODES AND ORDINANCES. 2.9 LOW VOLTAGE CONTROL WIRING A. REMOTE CONTROL WIRE SHALL BE DIRECT-BURIAL A WG-UF TYPE, SIZE AS INDICATED ON THE DRAWINGS, AND IN NO CASE SMALLER THAN 14 GAUGE. B. CONNECTIONS SHALL BE EITHER EPOXY-SEALED POCKET TYPE OR PENN-TITE CONNECTORS. C. GROUND WIRES SHALL BE WHITE IN COLOR. CONTROL WIRES SHALL BE RED (WHERE TWO OR MORE CONTROLLERS ARE USED, THE CONTROL WIRES SHALL BE A DIFFERENT COWR FOR EACH CONTROLLER. THESE COLORS SHALL BE NOTED ON THE "RECORD DRAWINGS" PLANS LOCATED ON CONTROLLER DOOR), D. PROVIDE A 24" LONG EXPANSION LOOP FOR ALL DIRECTIONAL CHANGES IN CONTROL WIRE ROUTING. 2.10 IRRIGATION HEADS A. SPRINKLER HEAD AND DRIP EMITTERS SHALL BE OF THE MANUFACTURER, SIZE, TYPE, WITH RADIUS OF THROW, OPERATING PRESSURE, AND DISCHARGE ROTE INDICATED ON THE DRAWINGS. B. POP-UP HEADS AND RISER HEADS SHALL BE USED AS INDICATED ON THE DRAWINGS. PART III -EXECUTION 3.1 SITE CONDffiONS A.INSPECTIONS: 1. PRIOR TO ALL WORK OF THIS SECTION, CArulFULL Y INSPECT THE INSTALLED WORK OF ALL OTHER TRADES AND VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. 2. VERIFY THAT IRRIGATION SYSTEM MAY BE INSTALLED IN STRICT ACCORDANCE WITH ALL PERTINENT CODES AND REGULATION, THE ORIGINAL DESIGN, THE REFERENCED STANDARDS, AND THE MANUFACTURER'S RECOMMENDATIONS. B. DISCREPANCIES: 1. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE. 2. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL ALL DISCREPANCIES HA VE BEEN RESOLVED. C. GRADES: 1. BEFORE STARTING WORK, CAREFULLY CHECK ALL GRADES TO DETERMINE THAT WORK MAY SAFELY PROCEED, KEEPING WITHIN THE SPECIFIED MA TERJAL DEPTHS WITH RESPECT TO FINISH GRADE. 2. FINAL GRADES SHALL BE ACCEPTED BY THE ENGINEER BEFORE WORK ON THIS SECTION WILL BE ALLOWED TO BEGIN. D. FIELD MEASUREMENTS: I. MAKE ALL NECESSARY MEASUREMENTS IN TIIE FIELD TO ENSURE PRECISE FIT OF ITEMS IN ACCORDANCE WITH THE ORIGINAL DESIGN. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL IRRIGATION MATERIALS WITH ALL OTIIBR WORK. 2. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL SIZE DIMENSIONS PRIOR TO PROCEEDING WITH WORK UNDER THIS SECTION. 3. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO UTILITIES WIIlCH ARE CAUSED BY HIS OPERATIONS NEGLECT. E. DIAGRAMMATIC INTENT: THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC. THE SIZE AND LOCATION OF EQUIPMENT AND FIXTURES ARE ORA WN TO SCALE WHERE POSSIBLE. PROVIDE OFFSETS IN PIPING CHANGES IN EQUIPMENT LOCATIONS AS NECESSARY TO CONFORM WITH STRUCTURES AND TO AVOID OBSTRUCTIONS OR CONFLICTS WITH OTHER WORK AT NO ADDITIONAL EXPENSE TO OWNER. F. LAYOUT: I. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL STAKE OUT ALL PRESSURE SUPPLY LINES, ROUTING AND LOCATION OF SPRINKLER HEADS, VALVES, BACKFLOW PREVENTER, AND AUTOMATIC CONTROLLER. 2. LAYOUT IRRIGATION SYSTEM AND MAKE MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCES BETWEEN SITE AND DRAWINGS. WHERE PIPING IS SHOWN ON DRAWINGS UNDER PAVED AREAS, BUT RUNNING PARALLEL AND ADJACENT TO PLANTED AREAS, INSTALL Tl-IE PIPING IN THE PLANTED AREAS. G. WATERSUPPLY CONNECTIONS TO, OR THE INSTALLATION OF, THE WATER SUPPLY SHALL BE AT TIIB LOCATIONS SHOWN ON TIIB ORA WINGS. MINOR CHANGES CAUSE BY ACTUAL SITE CONDITIONS SHALL BE MADE AT NO ADDITIONAL EXPENSE TO OWNER. H. ELECTRICAL SERVICE: I. CONNECTIONS TO THE ELECTRICAL SUPPLY SHALL BE AT THE WCATIONS SHOWN ON THE ORA WINGS. MINOR CHANGES CAUSED BY SITE CONDITIONS SHALL BE MADE AT NO ADDITIONAL EXPENSE TO OWNER. 2. CONTRACTOR SHALL MAKE 120 VOLT CONNECTION TO THE IRRIGATION CONTROLLERS. ELECTRICAL POWER SOURCE TO CONTROLLER LOCATIONS SHALL BE PROVIDED BY OTHERS. 3.2 TRENCHING A. EXCAVATION SHALL BE STRAIGHT WITH VERTICAL SIDES, EVEN GRADE, AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. TRENCHING EXCAVATION SHALL FOLLOW LAYOUT INDICATED ON DRAWINGS TO THE DEPTHS BEWW FINISfIED GRADE AND AS NOTED. WHERE LINES OCCUR UNDER PAVED AREA, THESE DIMENSIONS SHALL BE CONSIDERED BELOW SUBGRADE. B. PROVIDE MINIMUM COVER OF 18 INCHES ON PRESSURE SUPPLY LINES 2-1/2 INCHES AND SMALLER, PROVIDE 24" COVER OVER 3" TO 5-1/2" PRESSURE PIPE. C. PROVIDE MINIMlJM COVER OF 18 INCHES FOR CONTROL WIRES. D. PROVIDE MINIMUM COVER OF 12 INCHES FOR NON-PRESSURE LINES. E. PIPES INSTALLED IN A COMMON TRENCH SHALL HA VE A 6 INCH MINIMUM SPACE BETWEEN PIPES. 3.3 BACKFILLING A. BACKFILL MATERIAL ON ALL LINES SHALL BE THE SAME AS ADJACENT SOIL FREE OF DEBRIS, LITTER, AND ROCKS OVER ½ INCH IN DIAMETER. B. BACKFILL SHALL BE TAMPED IN 4-INCH LAYERS UNDER THE PIPE AND UNIFORMLY ON BOTI-J SIDES FOR THE FULL WIDTH OF THE TRENCH AND THE FULL LENGTH OF THE PIPE. BACKFILL MATERIALS SHALL BE SUFFICIENTLY DAMP TO PERMIT THOROUGH COMP ACTION, FREE OF VOIDS. BACKFILL SHALL BE COMPACTED TO DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL AND SHALL CONFORM TO ADJACENT GRADES. C. FLOODING IN LIEU OF TAMPING IS NOT ALLOWED. D. UNDER NO CIRCUMSTANCES SHALL TRUCK WlIBELS BE USED TO COMPACT BACKFILL. E. PROVIDE SAND BACKFILL A MINIMUM OF 6 INCHES OVER AND UNDER ALL PIPING UNDER PAVED AREAS. 3.4 PIPING A. PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING, OR HYDRAULIC DRIVING. NO HYDRAULIC DRIVING IS PERMITTED UNDER ASPHALT PAVEMENT. B. CUTTING OR BREAKING OF EXISTING PAVEMENT JS NOT PERMmED. C. CAREFULLY INSPECT ALL PIPE AND FITTING BEFORE INSTALLATION, REMOVING DIRT, SCALE, BURRS REAMING. INSTALL PIPE WITH ALL MARKINGS UP FOR VISUAL INSPECTION AND VERIFICATION. D. REMOVE ALL DENTED AND DAMAGED PIPE SECTIONS. E. ALL LINES SHALL HA VE A MINIMUM CLEARANCE OF 6 INCHES FROM EACH OTHER AND 12 INCHES FROM LINES OF OTHER TRADES. F. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER EACH OTIIER. G. IN SOLVENT WELDING, USE ONLY THE SPECIFIED PRJMER AND SOL VENT CEMENT AND MAKE ALL JOINTS IN STRICT ACCORDANCE WITH THE MANUF ACTIJRER'S RECOMMENDED METHODS INCLUDING WIPING ALL EXCESS SOLVENT FROM EACII WELD. ALLOW SOLVENT WELDS AT LEAST 15 MINUTES SETUP TIME BEFORE MOVING OR HANDLING AND 24 HOURS CURJNG TIME BEFORE FJLLJNG. H. PVC PIPE SHALL BE INSTALLED IN A MANNER WHICH WILL PROVIDE FOR EXPANSION CONTRACTION AS RECOMMENDED BY TIIB PIPE MANUFACTURER. I. CENTER LOAD ALL PLASTIC PIPE PRIOR TO PRESSURE TESTING. J. ALL TIIREADED PLASTIC-TO-PLASTIC CONNECTIONS SHALL BE ASSEMBLED USING TEFWN TAPE OF TEFLON PASTE. K. FOR PLASTIC-TO-METAL CONNECTIONS, WORK TIIB METAL CONNECTIONS FIRST. USE A NON-HARDENING PIPE DOPE ON ALL THREADED PLASTIC-TO-METAL CONNECTIONS, EXCEPT WHERE NOTED OTHERWISE. ALL PLASTIC-TO-METAL CONNECTIONS SHALL BE MADE WITH PLASTIC FEMALE ADAPTERS. L. ALL CONNECTIONS BETWEEN PVC LATERAL LINES SHALL BE MADE BY USING SCH. 40 PVC FITTINGS WITH COMPRESSION ADAPTERS. ALL CONNECTIONS BETWEEN DRIPPERLINES TO BE MADE USING COMPRESSION FITTINGS OF MANUFACTURER OF THE DRIPPERLINE. USE NO PIPE DOPE, TEFLON TAPE, PRIMER OR SOL VENT CEMENT ON COMPRESSION FITTINGS. 3.5 CONTROLLER A. THE EXACT LOCATION OF THE CONTROLLER SHALL BE APPROVED BY TIIE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZE REPRESENTATIVE BEFORE INSTALLATION. THE ELECTRICAL SERVICE SHALL BE COORDINATED WITH THIS LOCATION. B. TIIE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL ELECTRICAL HOOK UP TO IRRIGATION CONTROLLER. C. THE IRRIGATION SYSTEM SHALL BE PROGRAMMED TO OPERATE DURING THE PERIODS OF MINTMAL USE OF THE DESIGN AREA. 3.6 CONTROL WING A. LOW VOLTAGE CONTROL WIRING SHALL OCCUI'Y THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS THE PRESSURE SUPPLY LINES WHENEVER POSSIBLE. B. WHERE MORE THAN ONE WIRE IS PLACED IN A TRENCH, THE WIRING SHALL BE TAPED TOGETHER IN A BUNDLE AT INTERVALS OF 10 FEET. C. ALL CONNECTIONS SHALL BE OF AN APPROVED TYPE AND SHALL OCCilll IN A VALVE BOX. PROVIDE AN 18 INCH SERVICE LOOP AT EACH CONNECTION. D. AN EXP ANSI ON LOOP OF 12 INCHES SHALL BE PROVIDED AT EACH WIRE CONNECTION AND/OR DIRECTIONAL CHANGE, AND ONE OF 24 INCHES SHALL BE PROVIDED AT EACH REMOTE CONTROL VAL VE. E. A CONTINUOUS RUN OF WIRE SHALL BE USED BETWEEN A CONTROLLER AND EACH REMOTE CONTROL VAL VE. UNDER NO CIRCUMSTANCES SHALL SPLICES BE USED WITHOUT PRIOR APPROVAL. 3.7 VALVES A. AUTOMATIC CONTROL VALVES, MANUAL VALVES, GATE VALVES, AND BALL VAL YES ARE TO BE INSTALLED IN THE APPROXIMATE WCA TIONS INDICATED ON THE DRAWINGS. B. VAL VE SHALL BE INSTALLED IN SHRUB AREAS WHENEVER. POSSIBLE. C. INSTALL ALL VALVES AS INDICATED IN.TIIE DETAIL DRAWINGS. D. VALVES TO BE INSTALLED IN VAL VE BOXES SHALL BE INSTALLED ONE VAL VE PER BOX. 3.8 VAL VE BOXES A. VAL VE BOXES SHALL BE INSTALLED IN SHRUB AREAS WHENEVER. POSSIBLE. B. EACH VAL VE BOX SHALL BE INSTALLED ON A FOUNDATION OF '/4 INCH ORA VEL BACKFILL, 3 CUBIC FEET M!NlMUM. VALVE BOXES SHALL BE INSTALLED WITH THEIR TOPS½ INCH ABOVE THE SURFACE OF SURROUNDING FINISH GRADE IN LAWN AREAS AND 2 INCHES ABOVE FINISH GRADE IN GROUND COVER AREAS. 3.9 SPRINKLER HEADS A. SPRINKLER HEADS SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS. B. SPACING OF HEADS SHALL NOT EXCEED MAXIMUM INDICATED ON THE DRAWINGS. C. RISER NIPPLES SHALL BE OF THE SAME SIZE AS THE RISER OPENING IN THE SPRINKLER BODY. D. POP-UP SPRINKLER HEADS SHALL NOT BE INSTALLED USING SIDE OUTLET OPENINGS. 3.10 MISCELLANEOUS EQUIPMENT A. INSTALL ALL ASSEMBLIES SPECIFIBD HEREIN ACCORDING TO THE RESPECTIVE DETAIL DRAWINGS OF SPECIFICATIONS, USING BEST STANDARD PRACTICES. B. QUICK COUPLER VALVES SHALL BE SET APPROXIMATELY 12 INCHES FROM WALKS, CURBS, HEADER BOARDS, OR PAVED AREAS WHERE APPLICABLE. C. UNLESS DESIGNED AS AN INTEGRAL PART OF THE IRRIGATION HEAD, ANTI-DRAIN VALVES WILL BE INSTALLED UNDER EVERY HEAD. THE ANT-DRAIN VAL VE WILL BE THE SAME DIAMETER AS THE RISER AND BE INTEGRAL TO THE RISER ASSEMBLY. D. INST ALL RAIN SENSOR AS INDTCA TED ON THE DRAWINGS AND A RECOMMENDED BY THE MANUFACTIJRER. 3.11 FLUSHING THE SYSTEM A. PRIOR TO INSTALLATION OF SPRINKLER. NOZZLES, THE VAL YES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE LINES AND RISERS. B. SPRINKLER NOZZLES SHALL BE INSTALLED AFTER FLUSHING THE SYSTEM HAS BEEN COMPLETED. 3.12 ADJUSTING THE SYSTEM A. CONTRACTOR SHALL ADRJST VAL YES, ALIGN HEADS, AND CHECK COVERAGE OF EACH SYSTEM PRIOR TO COVERAGE TEST. B. IF IT IS DETERMINED BY THE LANDSCAPE ARClllTECT OR OWNER'S AUTHORIZED REPRESENT A TlVE THAT ADDITIONAL ADJUSTMENTS OR NOZZLE CHANGES WILL BE REQUIRED TO PROVIDE PROPER COVERAGE, ALL NECESSARY CHANGES OR ADillSTMENTS SHALL BE MADE PRIOR TO ANY PLANTING. C. THE ENTIRE SYSTEM SHALL BE OPERA TING PROPERLY BEFORE ANY PLANTING OPERATIONS COMMENCE. D. AUTO MA TIC CONTROL VALVES ARE TO BE ADJUSTED SO THAT THE SPRJNKLER HEADS OPERA TE AT THE PRESSURE RECOMMENDED BY TIIE MANUFACTURER. 3.13 TESTING AND OBSERVATION A. DO NOT ALLOW OR CAUSE AN OF TIIE WORK OF TIIIS SECTION TO BE COVERED UP OR ENCLOSED UNTIL IT HAS BEEN OBSERVED, TESTED AND ACCEPTED BY TIIE LANDSCAPE ARClllTECT , OWNER, AND GOVERNING AGENCIES. B. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT, OWNER, AND GOVERNING AGENCIES, A MINIMUM OF 48 HOURS IN ADVANCE, WHERE AND WHEN TIIE WORK IS READY FOR TESTING. ' I ' C. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A COVERAGE TEST OF EACH SYSTEM IN ITS ENTIRETY TO DETERMINE IF TIIB WATER COVERAGE FOR THE PLANTED AREAS IS COMPLETE AND ADEQUATE IN TIIE PRESENCE OF THE LANDSCAPE ARCHITECT. D. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM Tl!E PLANS, OR WHERE TIIB SYSTEM HAS BEEN WILL FULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT JS OBVIOUSLY INADEQUATE, WITHOUT BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THIS TEST SHALL BE ACCEPTED BY THE LANDSCAPE ARCHITECT AND ACCOMPLISHED BEFORE STARTING ANY PLANTING. E. FINAL INSPECTION WILL NOT COMMENCE WITHOUT RECORD ORA WINGS AS PREPARED BY THE IRRIGATION CONTRACTOR. 3.14 MAINTENANCE DURING THE MAINTENANCE PERIOD THE CONTRACTOR SHALL ADJUST AND MAJNT AIN THE IRRTGA TION SYSTEM IN A FULLY OPERATIONAL CONDIDON PROVIDING COMPLETE IRRIGATION COVERAGE TO ALL INTENDED PLANTINGS. 3.15 COMPLETIONCLEANING CLEAN-UP SHALL BE MADE AS EACH PORTION OF TIIE WORK PROGRESSES. REFUSE AND EXCESS DIRT SHALL BE REMOVED FROM THE SITE, ALL WALKS AND PAVING SHALL BE BROOMED, AND ANY DAMAGE SUSTAINED ON THE WORK OF OTHERS SHALL BE REP AIRED TO ORIGINAL CONDITIONS. END OF SECTION BOOSTER PUMP DETAIL BOOSTER PUMP "A/B": FURNISH AND INSTALL A PREFABRICATED IRRIBOOST MODEL BEPC8 I 0-7 .5-2 ONE PUMP WATER PRESSURE BOOSTER SYSTEM AS DESIGNED AND FABRICATED BY BARRETT ENGINEERED PUMPS, SAN DIEGO, CA. (619-232-7867) THE SYSTEM SHALL BE CAPABLE OF PROVIDING A MINIMUM SYSTEM PRESSURE OF 115 PSIG WHILE SUPPL YING A FLOW RA TE FROM 0 TO 100 GPM WITH A SUCTION PRESSURE OF 55 PSIG MlNIMUM. PUMP SHALL BE SINGLE STAGE, END SUCTION DESIGN, CAST IRON/304 STAINLESS FITTED CONSTRUCTION, EQUIPPED WITH MECHANICAL SHAFT SEAL, BACK PULLOUT DESIGN. PUMP SHALL BE MODEL C81 0A RA TED I 00 GPM AT l40FEETHEAD, AND DRIVEN BY A 7-1/2 HP, 230 VOLT, SINGLE PHASE, 60 !!ERTZ, 3,500 RPM, ODP MOTOR. PROVIDE A MET AL OXIDE VARISTOR PROTECTED ISOLA TING PUMP START RELAY TO AUTOMATICALLY CONTROL PUMP ON/OFF OPERATION IN CONJUNCTION WITH THE IRRIGATION CONTROLLER. INCLUDE A H-O-A SWITCH TO SELECT MODE OF OPERATION. FURNISH A NEMA 4 CONTROL PANEL, CIRCUIT BREAKER, MAGNETIC STARTER WITH OVERLOAD PROTECTION, AND ALL NECESSARY WIRING AND COMPONENTS FOR AUTOMATIC OPERATION. TI-IERE SHALL BE A LINE MOUNTED FLOW SWITCH THAT SHALL MONITOR THE WATER FLOW AND AUTOMATICALLY TURN THE PUMP OFF SHOULD THE WATER FLOW STOP. THE FLOW SWITCH SHALL BE SENSITIVE ENOUGH TO REGISTER FLOW RATES OF I FOOT PER SECOND. THE FLOW SWITCH SHALL OPERA TE IN CONJUNCTION WITH A TIME DELAY RELAY TO PREVENT FALSE ALARMS. TIIE SYSTEM SHALL HA VE SYSTEM MOUNTED PRESSURE GAUGES FOR INDICATING SUCTION AND SYSTEM DJSCHARGE PRESSURE. SYSTEM SHALL USE BRASS QUARTER TURN BUTTERFLY VALVES ON SUCTION AND DISCHARGE LINES. INCORPORATE FULL PUMP SYSTEM PIPE SIZE BYPASS WlTl-1 BRASS DISC CHECK VAL VE. INCLUDE A HYDRAULICALLY CONTROLLED DIAPHRAM TYPE PRESSURE REGULATING PUMP CONTROL VAL VE, CAST IRON FITTED 1.5" SIZE TO MAINTAIN CONST ANT SYSTEM PRESSURE. THE SYSTEM SHALL USE TYPE "L" COPPER OR BRASS ON ALL ABOVE GROUND PIPING. PUMP SYSTEM PIPING SHALL BE 3" SIZE ON INLET AND OUTLET, ALL PREASSEMBLED. TIIE SYSTEM SHALL BE MOUNTED ON COMMON STRUCTURAL STEEL STAND WITH PIPE SUPPORT AS REQUIRED. THE SYSTEM COVER SHALL BE MINIMUM 18 GAUGE FOR STAINLESS STEEL AND 16 GAUGE FOR GALVANIZED STEEL AS INDICATED IN THE PLANS, WITH LOUVERS OR OPENINGS FOR HEAT DISSIPATION AND DOORS FOR SYSTEM ACCESS. THE COVER SHALL BE SECURED TO THE CONCRETE PAD WITII STAINLESS STEEL HARDWARE. RECLAIMED WATER PRESSURE CALCULATIONS EXISTING RECLAIMED WATER SUPPLY WATER PRESSURE JS LOWER THAN TIIAT REQUIRED TO OPERATE THE IRRIGATION SYSTEM. A BOOSTER PUMP WILL BE REQUIRED FOR ALL SLOPES IRRIGATED WITI-1 RECLAIMED WATER. WATER PRESSURE CALCULATIONS WATER METER NUMBER A WATER METER SIZE HYDRAULIC GRADE LINE 384 WATER METER ELEVATION ELEVA TJON DIFFERENCE 34 STATIC PRESSURE IPSD REMOTE CONTROL VALVE# Al6 REMOTE CONTROL VALVE SIZE R.C.V. DEMAND (GPM) 42 TOTAL DEMAND (GPM) R.C.V. ELEVATION 346 STATIC PRESSURE AT R.C.V. SIZE DESCRIPTION PSI LOSS 2.5" SERVICE LINE (42 GPM) 1 2.8 2" WATERMETER(42GPM) 2 2.0 2" MASTER CONTROL VALVE(42GPM) 3 1.8 2" BASKET STRAINER (42 GPMl 4 1.0 2.5" GATE VALVES f42 GPM) 5 0.5 2.5" IO FEET OF MAINLINE: TYPE CL. 315 ( 42 GPM) 6 0.1 2.5" 1 590 FEET OF MAINLINE: TYPE rr. 315 f42 GPM) 1.5" REMOTE CONTROL VALVE f42 GPM) 10% LATERAL LJNE LOSS 10% FITTING LOSS 20 FT EVATION r}IANOE IP n ,--, TO H 11; • .. ,, HF.An, TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THR.U #1 I) PRESSURE AT HEAD TOT AL PRESSURE REOUIR.ED (SUM OF #12 AND #13) STATIC WATER PRESSURE /FROM ABOVE) RESIDUAL PRESSURE /SUBTRACT # 14 FROM# 15) SET PRV OR MCV AT (# 14 PLUS l 0 PSI) PRESSURE BOOST IF REOUJR.ED (#14-#15 + 20 PSn _,,, .. ,., "" " --. -~~.-'-T"-~.---. -... ,, .. -~"'"'' ·, ' -, - 7 8 9 10 11 12 13 14 15 16 17 18 10.0 3.3 4.0 3.5 8.6 37.6 30.0 67.6 14.0 -53.6 NIA 73.6 DETAIL PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI 2" 350 14 1.5" 42 16 1. CLOSE-COUPLED END SUCTION CENTRIFUGAL PUMP. CAST IRON BRONZE FITTED, BACK PULLOUT DESIGN, MECHANICAL SEAL, ODP MOTOR. 2. COMBINATION CIRCUIT BREAKER/MAGNETIC STARTER CONTROL PANEL. NEMA 4 ENCLOSURE WITH HOA SWITCH AND COMPONENTS TO AUTOMATICALLY CONTROL BOOSTER PUMP SYSTEM. 3. FABRICATED STEEL ENCLOSURE WITH LOCKABLE DOORS AND VENTING: STAINLESS STEEL 4. FABRICATED CHANNEL STEEL BASEPLATE, EPOXY COATED. 5. BRASS QUARTER TURN BUTTERFLY SlYLE ISOLATION VALVE. 6. BRASS/STAINLESS FITTED IN LINE DISC STYLE CHECK VALVE, .3 INCH. 7. BRASS UNION, 125# RATED. 8. PRESSURE GAUGE, 2 1 /2'' DIAL. LIQUID FILLED, STAINLESS CASE, 150 PSI. 9. FLOW SWITCH, TEE MOUNTED. NON-METALLIC, SWING PADDLE STYLE, 10-15 FPS SETTING. 10. TYPE "L" COPPER. 3 INCH. 11. BRASS PIPE NIPPLE, WRAPPED IN PVC TAPE 3 INCH. 12. BRASS THREADED 90 DEGREE ELL., 3 INCH. 13. SCHEDULE 80 PVC MALE ADAPTER, 3" X J" 14. POWER LINE AND CONDUIT FOR BOOSTER SYSTEM. RATED FOR MAXIMUM AMPERAGE OF SYSTEM. 15. IRRIGATION CONTROL SIGNAL(S) AND CONDUIT FROM IRRIGATION CONTROLLERS(S). APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" --·-------- RCE ____ EXP. ___ _ REVIEWED BY: DATE INSPECTOR DATE ....... -·--····-·-·----t------+--+----+-.. ·_· ----W .__C_IT_Yc....=.=O"'-'-CF '-=-C=-'-A"-"-'R=c.LS"---B-A_D_, I SH1E4ETS I PLANNING DEPARTMENT o----+---+-----·--··---·· ......... ,.,.. . '•" ' ",, , .. ,, "'"" 0----+---+-····. . ... ---+---+--_. IRRIGATION SPECIFICATIONS FOR: R.I:::VISION DATE 4.22.98 .... ,. --+----+---+------I REVISION DAT!oc ----------t------1----+...----··. 7.10.98 ----------t-----t-·-·--············· ····--·-··-··-·-t----+----+---+------1 ···················--·-··-------+----+---f----+---1 OCEAN BLUFF DRAWN 8910 UNIVERSI'l'Y CENTER LANE SUITE 580 J.A. ···---------------+----+----+---+-----1 ~======:====;;:""f_i~:;;;=============: _Al_''l_'R_o_v_E_n _____ J._P1.'=--=--=--=-=j_f--.--.-.--:: .... ·-·--·-· ---------------t---t-----+---+----1 APPROVED ~a!__ _ ___ £/(Jjf ASSISTANT Pl 1rNNING DIRECTOR DATE SAN DIEGO CALIFORNIA 92122 619 , 558 , 8977 FAX 619 , 558 , 9188 JOH NO. DATE SCi\Ul 97~1:17 12.24_97 DAlE INITIAL NTS ENGINEER OF WORt ............ ·······-------t--~1-----+--+-----I ===:....:..==~=~~-------==----_J REVISION DESCRIPTION ,.., ····-····-----·--"·+----+---+------1 DATE INITIAL ~---"""''"-"'"""' '"' OTHER APPROVAL DATE INITIAL CITY APPROVAL DRAWING NO. OWN BY: ___ _ CHKD BY;-···· .. -D BY: PROJECT NO. C.T. 93-09(A' 360-3L ·' •------------------------------------------------------------------------------------------------------------------------------------------.... -----------....1 ,_, . C.M.W.D. 89-505 0 FINISH GRADE/rOP OF Ml/LCH ® POP-UP SPRAY SPR!NKLtR 0 PVC SCH 80 NIPPLE {LENGTH />S REQl/lRED) © PVC SCH 40 ELL ® PVC SCH 40 STREET ELL © PVC SCH 40 TEE OR ELL 0 P\IC lATERAL PIPE , A 6" /12" POP-UP SPRAY SPRINKLER NTS E 3 8 ROTOR SPRINKLER 0 RomR SPRINKLER: 0 No. 4 REBAR STAKE 0 FINISH GRADE 0 UV RADIAllON RESISTANT P\IC SCH BO NIPPLE (LENGTH AS REQUIRED) ® P\IC SCH 40 ELL ® P\IC SCH 40 SlREET ELL r-;-,. PV,: SCH 80 NIPPLE \:J tLENGTH AS REQUIRED) @ P'-'C LATERAL PIPE ® P'-'C SCH 40 llEE OR ELL ~ STAINLESS STEEL ~ GEAR CLAMPS LEGEND 0 FINISH GRADE 0 ROTOR POP-UP SPRINKLER 0 P\IC SCH 80 NIPPLE (LENGlH AS REQUIRED) 0 PVC SCH 40 ELL ® PVC SCH 40 STREET ELL © P\IC LATERAL PIPE 0 P\IC SCH 40 TEE OR ELL NTS F C ROTOR POP-UP SPRINKLER NTS G D 0 PURPLE PlASllC VIII.VE BOX ® W / LOCKING LID, 'T' TYPE FINISH GRADE 0 CONTROL WIRE W/24" EXPANSION COIL 0 OWNER APPROVED WATER llGHT CONNECTORS ® BRASS UNIONS ANO NIPPLES (TYPICAL) © 1 CU. FT. PEA GRAVEL 0 BRICK BLOCKING ® MAINLINE MASTER CONTROL VALVE NTS H 6 7 0 9" ROl/ND PIT VIII.VE BOX W/ T TYPE LOCKING LID 0 COMPACTED SUBGRADE @ FLOW SENSOR 0 P\IC PRESSURE MAINLINE ® I Cl/~C FT. PEA GRAVEL ® OWNER APPROVED WATERTIGHT CONNECTOR 0 WIREBACK TO CONTROLLER ---5TAINltSS 5il:EI. fNCL09URf 5fr: LfG?ND l'OR SPCCll'ICA110N ---RAIN 511UT-Ol"I' DCV1CC. Rff'CR TO u:GCND fOR Sf'CCIFICATION 1--7--t=~---IRRIGATION CONTRDUfR. 0 GR 'l'l'F'f SWITCH WI ON-Off SWITCH -reRMtNAL STRIP AND CONTROl WIRfS I' l'VC ru:cTRICAL 5'ltm' l'OR ROW 5CN50R WIRES / ~::m~Ml'eRCO~ / / CNCl.05IJRf ~UrACTURfR'S ~- , , -f'INl5H GRADf ·: >; _Ill ,.I I 3' l'VC ~ 5'ltffl' l'OR IDN VOI.T.tSf CONmOL W!Rf5 -------r• l'VC Cll:CTRICAL 5'Mr1' fOR I IO VOLT~ WIRES l------1!,14' X 9G' COPPeR GROI.IND ROD CONNCCT NJ f'CR MANUFACTURfR S[CTION VIEW N,LS ~------1DN VOLTAGE W1Rf5, 3 MAXIMUM ~--OIJTCR CA5C Of CONNCCTOR 5TRIP ANO iWIST W!Rf5 l'OR ~ CONNlCT!ON CRIMP COl'PCR. 5IUVl: JNSTAU.m WITl1 RfCOMMfNDCD TOOL CONNl'.CTOR IN5m NOT?, rru. OUTER CASt 'M111 SfA!lR rnOR TO f'INAI. .-.set!MBLY. FLOW SENSOR METER NTS I CONTROLLER NTS M WIRE CONNECTION NTS BALL VALVE 2 3 0 ROUND PURPLE PL/>STIC VIII.VE to\ BOX, AMETEK OR EQU/11. VJ Fl NISH GRADE 0 BALL V/lJ.VE 0 INTEGRAL UNIONS ® PVC SCH. 40, 45' ELL (IYP) © P\IC PRESSURE MAINLINE PIPE (SEE SPECS.) 0 1 CU. FT. PEA GRAVEL © 2X4 REDWOOD OR BRICK BLOCKING ® DEPTH-SEE SPECIFICATIONS NTS J 0 FINISH GRADE/TOP Of MULCH I "BELOW TOP OF BOX ® QUICK-COUPLING VALVE: 0 VN.VE BOX WrTH COVER: 6-INCH SIZE 0 PVC SCH BO NIPPLE (LENGllH AS REQUIRED) ® 3-INCH MINIMUM DEPTH OF 3/ 4-INCK WASHED GRAVEL © BRICK (1 OF 2) 0 P\IC SCH 40 STREET ELL © P\IC SCH 40 TEE QR ELL ® PVC MAINLINE PIPE @) PVC SCH 40 ELL @ No. 4 REBAR STAKE W/ STAINLESS STEEL GEAR ClAMPS OR EQWV/lJ.ENT SUPPORT SYSTEM 0 0 SATURATE ANO COMPACT BACKFILL TO 9(ljl ® FINISH SURFACE 0 NON-PRESSURE LATERAL LINE 0 PRESSURE W.fN LINE NOTE: @ DIRECT BURIAL, LOW VOLTAGE CONTROL WIRES, TIE TO MAIN AT 10 FT. O.C. SEE SLEEVING DETAIL FOR llRENCHING IN PAVED ARE/>S TRENCHING NTS N RISER SPRAY HEAD 0 HAROSCAPE SURFACE, SEE PLANS ® CLEAN BACKFILL AS REQUIRED, REFER TO ENGINEER FOR SPECIFIC MATERIN. AND COMPACllON REQU IREIIIENTS. 0 LATERAL LI NE W / SLEEVE 0 CLEAN SIIND ® PRESSURE MAIN LINE W/ SLEEVE © LOW VOLT AGE CONTROL WIRES. 0 SLEEVE SIZE AS REQUIRED MINIM UM COVER. 1 s• UNDER WALKS 24 • UNDER HOME DRM:WAYS 36" UNDER STREETS 0 SWING JOINT ON LATERAL, 2-90• ELL'S 1-3• NIPPLE ® ATMOSPHERIC VACUUM BREAKER SET 6" ABOVE HIGHEST HEAD @ TOP OF SLOPE @P.V.C. MAINLINE @ SPRINKLER HEAD @ BOTTOM OF SLOPE 0 FINISH GRADE 11 ® 0 SPRAY NOZZLE: SEE LEGEND 0 PLASllC SHRUB ADAPTER: SEE LEOCND 0 FJNISH GRADE/TOP OF MULCH 0 UV RADIATION RESlSTANT PVC SCH BO NIPPLE (LENGTH AS REQUIRED) ® PVC SCH 40 ELL © P\IC SCH 40 STREET Ell 0 PVC SCH 40 TEE OR ELL @ P\IC l.AllERAL PIPE @ P.V.C, LATERAL NTS @ SEE IRRIGATION SPEC'S FOR PIPE DEPTH @ 2'-0" @ MANUAL VALVE ® 9 8 7 NOTE, NOllE: 1. FURNISH FITllNGS ANO PIPING NOMIN/11.L Y SIZED IOENTIC/11. TO NOMINAL QUICK COUPLING VIII.VE INLET SIZE. QUICK-COUPLING VALVE IN BOX NTS K 0 30-INCH LINEAR LENGlH OF WIRE, COi LED ® WAllER PROOF CONNECllON (1 OF 2) 5 @ID TAG © V/lJ. VE BOX WITH COVER: 12-INCH SIZE ® FINISK GRADE/TOP OF MULCH ® REMOTE CONTROL VIII.VE: SEE LEGrnD 0 PVC SCH 80 NIPPLE (CLOSE) @ PVC SCH 40 ELL ® PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) @) BRICK (1 OF 4) @ PVC MAINLINE PIPE @scH SD NIPPLE (2-INCH ALL SLEEVES TO BE PVC SCH. 80 PIPE UNDER STREETS. All SLEEVES TO BE P\IC SCH. 40 PIPE UNDER HOME DRIVEWAYS. ALL SLEEVES TO BE PVC SCH. 40 PIPE l/NDER WALKS. ALL SLEEVES TO BE SIZED lWICE THE DIA. OF THE WORKING PIPE. ALL SLEEVES TO RUN A MIN. OF 12" BEYOND HARDSCAPE EDGES. CLEAN BACKFILL MAY BE SUBSllTl/TED FOR SAND UNDER W/lJ.KS AND DRIVES. 4 ALL PIPES SHALL BE HORIZONTAL OR Pl:RPENOICUL AR TO SLOPE 5 SLEEVING N1S O MANUAL VALVE @ TOE OF SLOPE 4 0 ANTI SIPHON REMOTE CONTROL V/lJ. VE: SEE LEGEND ® INSTALL 6-INCH IIIIN, ABOVE HIGHEST POINT OF DISCHARGE 0 UV RADIATION RESISTANT PVC SCH BO M/lJ.E ADAPTER (1 Of 2) 0 UV RADIAllON RESISTANT PVC SCH BO PIPE (1 OF 2) @FINISH GRADE/TOP Of ~ULCH ® PVC SCH 40 ELL (1 OF 2) 0 PVC PRESSURE PIPE (1 Of 2) P TYPICAL P.O.C. G) SCH 40 MA1NLINE SIZE PER PLAN @ BALL VALVE @ HOUSE WATER METER, 3/4" MIN. NTS IRRIGATION NOTES 1. IRRIGATION PLAN IS DIAGRAMMATIC ALL IRRIGATION EQUIPMENT SHALL BE LOCATED IN PLANTING AREAS ONLY, UNLESS NOTED OTHERWISE. REFER TO THE IRRIGATION LEGEND AND DETAILS FOR EQUIPMENT AND INSTALLATION. 2. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS, AND RUBBISH INCIDENT AL TO WORK OF THIS SECTION. l A. ALL RISERS SHALL BE P.V.C. SCHEDULE 80. B. ALL PIPE FITTINGS SHALL BE P V.C SCHEDULE 80. 4. A. ALL WIRE SHALL BE ANG-UF # 14, DIRECT BURIAL TYPE, AND ALL SPLICES AND CONNECTIONS SHALL BE MADE WITH PEN-TITE CONNECTORS OR EQUAL. EACH VAL VE ON A CONTROLLER SHALL HAVE A SEPARATE WIRE COLOR. ALL WIRES SHALL BE INSTALLED WITH TWO (21 FEET OF EXCESS WIRE B. CONTROL WIRE SHALL BE BUNDLED AND PLACED BENEATH MAINLINE. 5 BACK FLOW PREVENTION DEVICES SHALL BE LOCATED AS INDICATED ON THE IRRIGATION PLAN. INSTALLATION SHALL CONFORM TO LOCAL GOVERNING CODES AND REGULATIONS AND MANUFACTURER SPECIFICATIONS. 6. CHECK VALVES SHALL BE USED WHERE INDICATED AND WHERE NECESSARY TO PREVENT WATER FLOW FROM LOWER ELEVATION HEADS WHEN SYSTEM IS TURNED OFF. 7. All PRESSURE MAINLINES SHALL BE EIGHTEEN (181 INCHES DEEP, AND ALL LATERALS TWELVE (12) INCHES DEEP, TRENCH BACKFIELD SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION PIPE OR EQUIPMENT. IN THE EVENT OF BACK FILL SETTLEMENT, CONTRACTOR SHALL PERFORM REQUIRED REPAIRS AT HIS OWN COST. 8. ALL AU TOMA TIC VALVES SHALL BE LOCATED WITHIN SHRUB AREAS AND INST ALL ED IN PURPLE VAL VE BOXES, ONE VALVE PER BOX, WITH FOUR 14) INCHES OF PEA GRAVEL BENEATH THE VALVE. GATE VALVES SHALL BE LOCATED IN SE PARA TE VAL VE BOXES. 9. All MAINLINE AND LATERAL LINES SHALL BE SLEEVED WITH P.V.C. SCHEDULE 80 TWICE THE DIAMETER OF SLEEVED LINE WHERE IT PASSES UNDER PAVED AREAS. 10. AUTOMATIC CONTROLLERS SHALL BE SIZE AND TYPE AS NOTED, AND INSTALLED WHERE INDICATED ON IRRIGATION PLAN. CONTROL WIRES SHALL BE SLEEVED IN ELECTRICAL CONDUIT TO MAIN LINE. 120 VOLT SERVICE TO CONTROLLER SHALL BE BY THE OWNER. 11. PRIOR TO BACK FILLING IRRIGATION TRENCHES,• ' A. All MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 125 P.S.I. FOR A PERIOD OF FOUR HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALLING NEW MATERIAL IN ITS PLACE. B. ALL LATERALS SHALL BE PRESSURE TESTED AT DESIGN PRESSURE FOR ONE HOUR. C. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE BUILDER/OWNER'S AUTHORIZED REPRESENTATIVE/CITY'S AUTHORIZED REPRESENTATIVE. 12. IRRIGATION CONTRACTOR SHALL ADJUST ALL HEADS TO PROVIDE AN EVEN COVERAGE AND TO KEEP SPRAY OFF BUILDINGS, WALKWAYS, WALLS, AND DRIVES. B. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE BUILDER/OWNER'S AUTHORIZED REPRESENTATIVE/CITY'S AUTHORIZED REPRESENTATIVE SHALL PERFORM A COVERAGE TEST OF WATER AFFORDED THE PLANTING AREAS TO ENSURE IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. 14. FOR HOMEOWNER ASSOCIATION AREA, THE CONTRACTOR SHALL FURNISH TO THE OWNER A COMPLETE "AS BUil T" DRAWING ON SEPIA AND TWO PRINTS SHOWING EXACT LOCATIONS OF ALL ITEMS INSTALLED. THESE ARE TO BE DELIVERED ON OR BEFORE FINAL INSPECTION. 15. FOR HOMEOWNER ASSOCIATION AREA, A REDUCED IRRIGATION PLAN INDICATING ALL SYSTEMS ANO THEIR APPROPRIATE SEQUENCED VALVE SHALL BE LAMINATED IN MYLAR ANO MOUNTED ON THE INSIDE COVER OF THE IRRIGATION CONTROLLERS. 16. IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF SIXTY (60) DAYS AND SHALL WATER ON A DAILY BASIS. 17. IRRIGATION CONTRACTOR SHALL GUARANTEE THE ENTIRE IRRIGATION SYSTEM TO BE FREE OF DEFECTS IN WORKMANSHIP ANO MATERIALS FOR A PERIOD OF ONE 11) YEAR FROM FINAL ACCEPTANCE BY THE OWNER APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR "AS BUILT" DATE DATE LENGTH, HIDDEN) AND SCH 40 ELL 11 @PIIC SCH 40 TEE OR Ell @ PVC SCH 40 t.1/lJ.E ADAPTER --------+--+-----+--f------f ~ CITY OF. CARLSBAD I SH1E4ETS I l----l----1------L_Z__J PLANNING DEPARTMENT @PVC LATERAL PIPE @3.0-INCH MINIMUM DEPTH OF 3/ 4-INCK W/>SKED GRAVEL REMOTE CONTROL VALVE NTS L ANTI-SIPHON REMOTE CONTROL VALVE NTS LANDS( ·_1, PF: ARCIJrlTCTl'RE 8910 UNlVERSlTY CENTER LANE SUITE 580 SAN DIEGO CALIFORNIA 92122 619 · 558 . 8977 FAX 619 , 558 • 9188 REVISION REVISJON DRAWN APPROVED JOB NO. DATE SCALE DATE 4.22.98 -+----+--+----+---I IRRIGATION DETAILS AND NOTES FOR: DATE 7,10.98 OCEAN BLUFF J.A. J.P. 97-57 12.24.97 DAllE fNITl/lJ. 1 •=40• ENGINEER OF WOR - APPROVED --' r. II. /' C ------+----+---1----+---l l------,'C-,,/1/7""' . .,__· ~_,,:o"-i,_• _____ o: ·. -7 r'i -----t----1----i-----------ASSISTANT P!.AFINING DIRECTOR DATE :-::===:::::::::::::::~~=====-=-=-=,:::;-;:::::::::::::::~ -l---+----+---+------1 OWN BY: ~---PROJECT NO. DRAWING NO. DATE INITIAL DAllE INITl/lJ. CHKD BY: __ _ f-----OllH-ER APPRO\IAL CITY APPROVAL RVWD BY; C .J. 9 3-0 9 A REVISION DESCRIPTION 360-3L C.M.W.O. 89-505 w ~ () .-r· "' I , __ '. :-.c *"·· ~ FINISH GRADE/TOP or M\JLCH POP-UP SPRAY SPRINKLER 0 PI/C SCH BO NIPPLE (LENGTH "5 REQUIRED) I PVC SCH 40 ELL PVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL PVC LATERAL PIPE 5 A 6" 12" POP-UP SPRAY SPRINKLER= E 0 B ROTOR SPRINKLER 2 0 ROTOR S•RINKLER; ® No. 4 REBAR STAKE 0 FINISH GRADE © UV RADIATION RESISTANT PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) © PVC SCH 40 ELL ® PVC SCH 40 STREET ELL (z) P SCH BO NIPPLE Y/LENGTH AS REQUIRED) ® PVC LATERAL PIPE ® PVC SCH 40 TEE OR ELIL @ sTg[l..}f!t]i§L LEGEND 0 FINISH GMDE ® ROTOR POP-UP SPRINKLER @ PVC SCH BO NIPPLE (LENGTH AS REQUIRED) © PVC SCH 40 ELL © PVC SCH 40 STREET ELL © PVC LA TIERAL PIPE 0 PVC SCH 40 TEE OR ELL ® NTS F C ROTOR POP-UP SPRINKLER NTS G D CD PURPLE PLASTIC VALVE BOX W/ LOCKING LID, 'T' lYPE cp FINISH GRADE 0 CONTROL WIRE W/24" EXPANSION COIL 0 OWNER APPROVED WATER TIGHT CONNoCTORS ® 8RASS UNIONS AND NIPPLES (TYPICAL) ® 1 CU. FT. PEA GRAVEL 0 ® aRICK aLocKING MAINLINE 8 MASTER CONTROL VALVE = H 0 g• ROUND PIT VAL\/£. BOX r,;,. W/ 'T' TYPE LOCKING LID ~ COMPACTED SUBGRADE ~ FLOW SENSOR PVC PRESSURE MAINLINE 1 CUBIC FT. PEA CRA\/f.L ® OWNER APPROVED WATERTIGHT CONNECTOR 0 WIREBACK TO CONTROLLER FLOW SENSOR METER ,m; BALL VALVE 2 J 4 CD ROUND PURPLE PLASTIC VAL\/£. I FIN~~X, ~~EK OR EQUAL BALL VALVE INTEGRAL UNIONS PVC SCH. 40, 415' ELL ('TYP) ® PVC PRESSURE MAINLINE PIPE (SEE SPECS.) 0 1 CU. FT. PEA GRAVEL 2 ® 2X4 REDWOOD OR BRICK BLOCKING ® DISPTH-SEE SPECIFlCATIONS 5 ,m; J 0 FINISH GRADE/TOP OF MULCH 1 "BELOW TOP OF BOX ® QUICK-COUPLING VALVE: 0 VALVE BOX WITH COVER; 6-INCH SIZE © PVC SCH BO NIPPLE (LENGTH "5 REQUIRED) © 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL ® BRICK (1 OF 2) 0 PVC SCH 40 STREET ELL ® PVC SCH 40 TEE OR ELL ® PVC MAINLINE PIPE @) PVC ,SCH 40 ELL 0 ~--!ITAIN~ !ITm. J:NCI.O!IUltr !I~ ~ l'OR !ll'tCll'ICATION ~--"IJN !lttUT-OIT ~CC.~ TO I.WffiD l'OR !ll'rell'ICATION ,--7-.jl!:::~---IMJGATION CClNTm.Ull Gl'I Tl'l'f SWITCtt WI ON-Ol"I" 5WITCtl TCIIMINAL 5Tl!Jf' AND CONmOl. Wll!Z5 , • l"VC ~ltCTRICAI. !IWl!l!P' l"Olt l'LOW5CN50RWI~ =5CAI.ANT CON~ f'AD M ~~ ~CL051Jltr MANUl'i'CllJltrlffl ~- -'---l'INl!ltt ~ · · , 11, , , 11 s· rvc ~ ~ ro1t IDN VOI.TAGf ~ Wlll'?!I ,.._ ______ ,. rvc ~ !:IWCCl' roR. I IO VOLT l"OWCR WI~ I------31,4' X 9G' ~ GlrOUND lltlXl CONN~ "5 !'CR MANUl'ACTU~ SICJION YIFW -N I S ~------LOWVOLTAGeWl!tr!I, S MA)(IMUM ~--OIJT?R CA!II! OI' CONNe'CTOR i -- l_ -- ~ ANO 1Wl!IT Wlltr!I l"Olt ,..0. LR CONNrcTlON OJMI COi F LR ~ IN5T'i'IIUD WITtt ltrCOMMCNDeD TOOL CONNtcTOR I~ NOTf, -- (_ !'ILL Otna CA!II! WITl'1 9eAI.LR l"Q)R TO l'INAL ~111.Y. CONTROLLER NTS M WIRE CONNECTION ,m; 2 NOTE: 0 SATURATE AND COMPACT BACKFILL TO 90'1 ® FINISH SURFACE @ NON-PRESSURE LATERAL LINE © PRESSURE MAIN LINE © DIRECT BURIAL, LOW VOLTAGE CONTROL WIRES, TIE TO MAIN AT 10 FT. 0.C. SEE SLEEVING DETAIL FOR Tl'!ENCHING IN PA\/f.D AltE"5 TRENCHING _.---0 l111 1 1111,, ,J JI Ii' 1-1 s· MIN. 2 6" = N RISER SPRAY HEAD 0 HAROSCAPE SURFACE. SEE PLANS @ CLEAN BACKFILL "5 REQUIRED, REFER TO ENGINEER FOR SPECIFIC MATERIAL ANO COMPACTION REQUIREMENTS. 0 LATERAL LINE W/ SLEEVE © CLEAN SAND ® PRESSURE MAIN LINE W/ SLEEVE © LOW VOLTAGE CONTROL wtRES. h\ SLEEVE SIZE AS REQUIRED \.:./ MINIMUM COVER. 1 B" UNDER WALKS 24" UNDER HOME DRIVEWAYS 36" UNDER STREETS 0 SWING JOINT ON LATERAL. 2·90" ELL'S 1-3" NIPPLE @ ATMOSPHERIC VACUUM BREAKER SET 6" ABOVE HIGHEST HEAD @ TOP OF SLOPE 0 P.V.C. MAINLINE @ SPRINKLER HEAD @ BOTTOM OF SLOPE (?) FINISH GRADE -~ 0 SPRAY NOZZLE< SEE LEGEND @ PLASTIC SHRUB ADAPTER: SEE LEGEND 0 FINISH GRADE/TOP OF MULCH 0 UV RADIATION RESISTANT PVC SCH BO NIPPLE (LENGTH AS REQUIRED) I PVC SCH 40 ELL PVC SCH 40 STREET ELL PVC SCH 40 TIEE OR ELL PI/C LATERAL PIPE ® P.v.o. LATERAL NTS @ SEE IRRIGATION SPEC'S FOR PIPE DEPTH @ 2·-0· @ MANUAL VALV~_ 2 3 @ No. 4 REBAR STAKE w / STAINLESS STEEL G~ CLAMPS OR EQUIVALENT SUPPORT SYSTEM NOTE: 9 e 7 NOTE: 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVo INLET SIZE. ALL SLEEVES TO l!E PI/C SCH. 10 PIPE UNOER $TAEETS. ALL SLEEVES TO BE PI/C SCH. 40 PIPE UNDER HOME ORIVEWIIYS. ALL SLEMS TO BE PVC SCH, 40 PIPE UNDER WALKS. ALL SLEEVES TO BE SIZEO TWICE THE DIA. OF THE WORKING Pl~I!'. A.LL SLEEVES TO RUN A MIN, OF 12" 8~ND HARDSCAPE EDGES. CLEAN BACKFlLL MAY BE SUBSTITUTED FOR SAND UNDER WALKS AND DRIVES. ALL PIPES SHALL BE HORIZONTAL OR PERPENDICULAR TO SLOPE @- QUICK-COUPLING VALVE IN BOX = K SLEEVING NTS O MANUAL VAL VE @ TOE OF SLOPE (D 30-INCH LINEAR LENGTH OF WIRE, COILED @ WATER PROOF CONNECTION (1 OF 2) ~ @10 TAG © VALVE BOX WITH COVER: 12-INCH SIZE © FINISH GRAOC/TOP OF MULCH ® REMOTE CONTROL VALVE; SEE LEGEND (2) PVC SCH 80 NIPPLE (CLOSE) ® PI/C SCH 40 ELL ® PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) @) BRICK (1 OF 4) @PVC MAINLINE PIPE @scH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 40 ELL @ PI/C SCH 40 TEE OR ELL e PVC SCH 40 MALE ADAPTER @ PVC LATERAL PIPE @3.0-INCH MINIMUM DEPTH OF J/4-INCH WASHED GRA\/f.L REMOTE CONTROL VALVE 0 ANTI S1P'HON ftEMOTE CONTIIOL VAL\/£.: SEE LEGEND @ INSTALL 5-INCH MIN. ABOVE HIGHEST POINT OF DISCH/I/WE @ UV RADIATION RESISTANT PVC SCH 80 MALE ADAPTER (1 OF 2) 0 UV RADIATION RESISTANT PVC SCH BO PIPE (1 OF 2) © FINISH GRADE/TOP OF MULCH ® PVC SCH 40 ELL ( 1 OF 2) (2) PVC PRESSURE PIPE ( 1 OF 2) NTS L ANTI-SIPHON REMOTE CONTROL VALVE NTS G) SCH 40 MAINLINE SIZE PER PLAN @ BALL VALVE @ HOUSE WAT!oR METER, 3/4" MIN. .... P TYPICAL P.O.C • NTS 8910 UNIVERSITY CENTER LANE SUITE 580 &\N DIEGO CALIFORNIA 92122 619 • 558 • 897? FAX 619 • 558 • 9188 ' . ,11{<11~'" .. ,~I I' ' ~'.·~.r ,,,, :·,· ' \, ' .,,_' ' . ., ... , ,,,,, .. :--~~. ,,.j,, ,..:" ~-. .,,, ti ",:., ' '' .:~. ~) ······ ~'\ l ,;.' ... -• ";; ~ r'' .. ,•' ' . , ,, ' ,. '!''"' ,, • 'I. . . • • \\ l.../.1-"'1 · 1'-,i¾, •,., ... , ;-.. , : ·"t ,,., '"' ' ':• . HEVISlON DATE 4.22.98 RE\/lSlON DATE 7.10.98 DR.AWN J.A, APJ'ROVED J.P. JOB _\lo. 97-117 DATE 12 . .:14.97 SCALF: 1"-401 _,,_ ... , .. '' DATE INITIAL .. ··-··- ENGINEER OF WOR~ -·· -···· ..... , ..... , .. ... , .... ,. ...... ... .., ... ,._, __ .. .... , .. .. REVISION DESCRIPTION IRRIGATION NOTES 1. IRRIGATION PLAN IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE LOCATED IN PLANTING AREAS ONLY, UNLESS NOTED OTHERWISE. REFER TO THE IRRIGATION LEGEND AND DETAILS FOR EQUIPMENT AND INSTALLATION. 2. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS, AND RUBBISH INCIDENT AL TO WORK OF THIS SECTION. 3. A. ALL RISERS SHALL BE P.V,C. SCHEDULE 80. B, ALL PIPE FITTINGS SHALL BE P.V.C. SCHEDULE 80. 4. A. ALL WIRE SHALL BE ANG-UF ti 14. DIRECT BURIAL TYPE, AND ALL SPLICES AND CONNECTIONS SHALL BE MADE WITH PEN-TITE CONNECTORS OR EQUAL. EACH VAL VE ON A CONTROLLER SHALL HAVE A SEPARATE WIRE COLOR. ALL WIRES SHALL BE INSTALLED WITH TWO (2) FEET OF EXCESS WIRE B. CONTROL WIRE SHALL BE BUNDLED AND PLACED BENEATH MAINLINE. 5. BACK FLOW PREVENTION DEVICES SHALL BE LOCATED AS INDICATED ON THE IRRIGATION PLAN. INSTALLATION SHALL CONFORM TD LOCAL GOVERNING CODES AND REGULATIONS AND MANUFACTURER SPECIFICATIONS, 6. CHECK VALVES SHALL BE USED WHERE INDICATED AND WHERE NECESSARY TO PREVENT WATER FLOW FROM LOWER ELEVATION HEADS WHEN SYSTEM IS TURNED OFF. 7. ALL PRESSURE MAINLINES SHALL BE EIGHTEEN (18) INCHES DEEP, AND ALL LATERALS TWELVE (12) INCHES DEEP. TRENCH BACKFIELD SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION PIPE OR EQUIPMENT. IN THE EVENT OF BACK FILL SETTLEMENT, CONTRACTOR SHALL PERFORM REQUIRED REPAIRS AT HIS OWN COST 8 ALL AUTOMATIC VALVES SHALL BE LOCATED WITHIN SHRUB AREAS ANO INSTALLED IN PURPLE VAL VE BOXES, ONE VAL VE PER BOX, WITH FOUR (4) INCHES OF PEA GRAVEL BENEATH THE VAL VE. GA TE VALVES SHALL BE LOCATED IN SEPARATE VALVE BOXES. 9. ALL MAINLINE AND LATERAL LINES SHALL BE SLEEVED WITH P V.C. SCHEDULE 80 TWICE THE DIAMETER OF SLEEVED LINE WHERE IT PASSES UNDER PAVED AREAS. 10. AUTOMATIC CONTROLLERS SHALL BE SIZE AND TYPE AS NOTED, AND INSTALLED WHERE INDICATED ON IRRIGATION PLAN. CONTROL WIRES SHALL BE SLEEVED IN ELECTRICAL CONDUIT TO MAIN LINE. 120 VOLT SERVICE TO CONTROLLER SHALL BE BY THE OWNER. 11. PRIOR TO BACK FILLING IRRIGATION TRENCHES: A. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 125 P.S.I. FOR A PERIOD OF FOUR HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND INST ALLING NEW MATERIAL IN ITS PLACE. B. ALL LATERALS SHALL BE PRESSURE TESTED AT DESIGN PRESSURE FOR ONE HOUR. C. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE BUILDER/OWNER'S AUTHORIZED REPRESENTATIVE /CITY'S AUTHORIZED REPRESENTATIVE. 12. IRRIGATION CONTRACTOR SHALL ADJUST ALL HEADS TO PROVIDE AN EVEN COVERAGE ANO TO KEEP SPRAY OFF BUILDINGS, WALKWAYS, WALLS, AND DRIVES. 13. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE BUILDER/OWNER'S AUTHORIZED REPRESENTATIVE/CITY'S AUTHORIZED REPRESENTATIVE SHALL PERFORM A COVERAGE TEST OF WATER AFFORDED THE PLANTING AREAS TO ENSURE IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. 14. FOR HOMEOWNER ASSOCIATION AREA, THE CONTRACTOR SHALL FURNISH TO THE OWNER A COMPLETE "AS BUILT" DRAWING ON SEPIA AND TWO PRINTS SHOWING EXACT LOCATIONS OF ALL ITEMS INSTALLED. THESE ARE TO BE DELIVERED ON OR BEFORE FINAL INSPECTION. 15. FOR HOMEOWNER ASSOCIATION AREA, A REDUCED IRRIGATION PLAN INOICA TING ALL SYSTEMS AND THEIR APPROPRIATE SEQUENCED VAL VE SHALL BE LAMINATED IN MYLAR AND MOUNTED ON THE INSIDE COVER OF THE IRRIGATION CONTROLLERS. 16. IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF SIXTY (60) DAYS AND SHALL WATER ON A DAILY BASIS. 17. IRRIGA TIDN CONTRACTOR SHALL GUARANTEE THE ENTIRE IRRIGATION SYSTEM TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE 11) YEAR FROM FINAL ACCEPTANCE BY THE OWNER. APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, .... INCLUDING PRECISE RCE EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR DATE I s7rr I ~ __ ,,,, _______ ,_ ...... CITY OF CARLSBAD . ·-····"·· . - PLANNING DEPARTMENT 4 ........ ,. .. ··-·- ----------IRRIGATION DETAILS AND NOTES FOR: --- . ----- " .. OCEAN BLUFF ' APPROVED 7;;j"~tJ f'-!/-7f p t7l1-l NIN G - ASSISTANT DIRECTOR DATE . ........ ,. ... , ... , ... ~ .. . DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATIE INITIAL CHKD BY: 93-09(A' . ........ , ' C.T. 360-3L i OTHER APPROVAL CITY APPROVAL RVWO BY: ' . ,c '"'"---------------------------------------------------------------------------------------------------------------.....1 C.M. W.D. 89-505 I'),_ o·· .' . :-,i, I • ,: .Al; I I I • I; I ·I /.,'; 354.3 . · .. t·®<@/I .. ··•· 350,6 .... ·· 351.-4 .... 1 25'X25' CORNER JGHTLINE ·r ---- 1 I I , .. ·· I /: -::-,-, .. -' ,· \ ,.,,,.. 351. 7 \ ,.,,,.. ,.,,,.. I //, / . / / / I ' .// / /i 'f I ,, ,--, / / I I , ,./ ,/ I I / ,/ SEE SHBBT 11 F01l~NOTES ANn DETAILS SBB SHEET 11 FOR. PLANTING LBGBND SBB SHEET 10 FOR. PLANTJNG SPECIFICATIONS SBB SHBBT 12 -13 FOR FBNCIN'O LBOBND 365. 7r I I / , / • • • / "-'-LSJDEWALK (TYP. ATCHL illWQ 348.6 / ·· ..... -··-- / I I i/~.·.·········--···· / ~---··-·· ,/ OPfN SPA CE / / / / ,,/ / -'·,. ''••·· --''"":,""""'•• w OC!l:C/4 o· 40' 80' ··,.347 8 '• .. "" '-• .. ---. ----..... - • .. ,.; ·-.... '-• ·-, ...• ,-,'•••-,. \ I 1 \ 160' 347.2 ®·· \ \ ® ;ii 346.0 , /346.6 I I \ ./ . i . \ • • Ji CD/ • I 321 .2 341.6 /' ----- 320.5 .. • 348.0 / _.) 5'X25' C 329.8 ·I 31:):6 25'l{25' CORNER ~GH'!'LINE ·· . L"""i:"''"""'·-···· -""'"'•., ./ , ....... -.·, 8910 UNIVERSITY CENTER LANE SUITE 580 SAN DIEGO CALIFORNIA 92122 619 • 558 • 8977 FAX 619 , 558 • 9188 REVISION DATE RF.VISION DATE DRAWN APPROVED JOB NO. DATE SCALE 349.2 ER SJGHTIJNE / I ! 1@ 336.9 _.-· • 4.22.96 7.t0.96 J_A_ J.P. o-----+--- 97-ri? 12.24.97 DATE INmAL ENGINEER OF WOR I I @// :35{)_/j ... / 331.6 328. 1 ./ .. ;'-J he· -· O:_:i ,, __ -./ '-••,--,.,., __ , .... , -~-----. -·-, ... , ..... "··· -- ------·--~ ( ) I / RCE ___ _ EXP. ____ _ REVIEWED BY; INSPECTOR I· '' :/i, .. i ' ,·· ./ I \ ____ , , ·, I •• I I I I .. DATE DATE ---------+---+----+--+-----lfsHml~c-1r_Y~o~F~c~A~R~Ls~e-A_D_.lsH1E4=1 ~ PLANNING DEPARTMENT PLANTING PLAN FOR: OCEAN BLUFF DATE INIT~ DATE INIT~ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY, __ _ CHKD BY: ___ _ R\/WD BY: C.T. PROJECT NO. DRAWING NO. 93-09 A 360-3L ....... __________________________________________________ ...., __________________________________________________________________________ _. :) C.M.W.D. 89-505 ' ,, C\ ,o .,, ---T . ,,,,,- ' <') -.:::. "~ ,,'""' ,·_;:;:; ,_,_n ~ 8~ <I.'--~ ··•· en ;--: '." ,_, ,::, ,_, 1 C.' i /\" () •\ ' , ,·: ,,,,, _ .. -,~, ~,: 0 -~ ,·, 1.1.J SC ~7 -·: ,:,) v. ,., \ <.:-m "· e---.. ~~, .. __ ._ ·-,· _ .. * . L L - SBl!! SHl!BT 11 l"OR PLANTING NO'I'l!!S AND DBTAn.S SBB SHBBT 11 FOR PLANTING LEGEND SBB SHBBT 10 FOR PLANTING SPBCIFICATIONS SBB SHBBT 12 -13 FOR FBNCING LBOBND f63.8 o' 40' so· 347.5 -· 352.6 · -. 368.5 .···\,. ~ \ \ __ .. ---······~,-- 371.8 .. · 1 60' 373. 1 I .. -I I- -@ 345_2 347.4 - 366. 1 ®"/ 370.2.// -~ -~-. >,,., .. /,-' '"-··. . ,,-•' ·-- ,--··'·/®: _.,/ ~ I __ \ 8910 UNIVERSITY CENTER LANE SUITE 580 SAN DIEGO CALIFORNIA 92122 619 · 558 . 8977 FAX 619 • 558 • 9188 j I \ I 1 \ I ' - \ ·•-........ , -.,,_ ', \ I-I •-.. , it"~ .. ;.;l~;-_ _I ____h .. -~ I J RF.VTSTON DATE 4.22.98 REVISION DATE 7_10.98 DRAWN J .A. APPROVF.D J.P. l----------+-------------1 JOB NO. 97-57 12.24.97 . DATE . L INIT~L--i -,,c-_A_L_1' _____ 1,-,_-4-O--I, ENGINEER OF WOR~ DATE ,-------11 ~-2 12" 1 ' 4" NOM. J a'-o" DECOMPOSED GRANITE PATH NTS / \ ~p;trb_'C · :o_ v __ '~_: ____ n_ _ _ Fo R PLANTING "AS BUILT" (I AN"Ef'"JR~IGATION ONLY, / INCI,llDING PRECISE RCE ___ EXP. __ DATE REVISION DESCRIPTION LOCATION OF PLANTING AREAS. REVIEWED BY: INSPECTOR PLANTING PLAN FOR: DATE OCEAN BLUFF APPROVED ASSISTANT OTHER APPROVAL ----. ,. INITIAL t---~---i----~-DATE INmAL DATE CITY APPROVAL DWN 8Y; CHKD BY; __ _ RVWD BY: PROJECT NO. C.T. 93-09(A DRAWING NO. 360-3L . ,.,., ·-------------------------------------------------------------------------------------------------------------------------------"""'!!!"""'!""!""'!"'!"'!~--~"'!"""""'!!!""!!~----.1 '-\•\ C.M.W.D. 89-505 CO• ' U c:C ~'; \· C.t: ;; r_,. ~,- SECTION 02900 -LANDSCAPING PART I -GENERAL I.I. RELATEDDOCUMENTS A. DRAWINGS AND GENERAL PROVISIONS OF TIIE CONTRACT, APPLY TO THIS SECTION. 1.2. SUMMARY A. TlllS SECTION INCLUDES THE FOLLOWING: I. TREES 2. SHRUBS 3. GROUND COVERS 4. PLANTS 5. SOIL AMENDENTS 6. FERTILIZERS AND MULCHES 7. STAKES 8. LANDSCAPE EDGINGS 1.3. SUBMJTTALS A. GENERAL: SUBMIT EACH ITEM IN THIS ARTICLE ACCORDING TO THE CONDITIONS OF THE CONTRACT. B. PRODUCT CERTIFJCA TES SIGNED BY MANUFACTURERS CERTIFYING THAT THEIR PRODUCTS COMPLY WITH SPECIFIED REQUIREMENTS. I. MANUFACTURER'S CERTIFIED ANALYSIS FOR STANDARD PRODUCTS. 2. ANALYSIS FOR OTHER MATERIALS BY A RECOGNIZED LABORATORY MADE ACCORDING TO METHODS ESTABLISHED BY THE ASSOCIATION OF OFFICIAL ANALYTICAL CHEMISTS, WHERE APPLICABLE. 3. LABEL DATA SUBSTANTIATING THAT PLANTS, TREES, SHRUBS AND PLANTING MATERIALS COMPLY WITH SPECJFIED REQUIREMENTS. C. MATERIAL TEST REPORTS FROM QUALIFIED INDEPENDENT TESTING AGENCY INDICATION AND INTERPRETING TEST RESULTS RELATIVE TO COMPLIANCE OF THE FOLLOWING MATERIALS WITH REQUIREMENTS INDICATED. I. ANALYSIS OF EXISTING SURFACE SOIL. 2. ANALYSIS OF IMPORTED TOPSOIL D. PLANTING SCHEDULE INDICATING ANTICIPATED DA TES AND LOCATIONS FOR EACH TYPE OF PLANTING. 1.4. QUALITY ASSURANCE A. INSTALLER QUALIFICATIONS: ENGAGE TN AN EXPERIENCED INSTALLER WHO HAS COMPLETED LANDSCAPE WORK SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT INDICATED FOR THIS PROJECT AND WITH A RECORD OF SUCCESSFUL LANDSCAPE ESTABLISHMENT. L INSTALLER'S FIELD SUPERVISION: REQUIRE INSTALLER TO MAINTAIN AN EXPERIENCED FULL-TIME SUPERVISOR ON THE PROJECT SITE DURING TIME THAT LANDSCAPING JS IN PROGRESS. B. PROVIDE QUALITY, SIZE, GENUS, SPECIES AND VARIETY OF TREES AND SHRUBS JNDICA TED, COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.J "AMERICAN STANDARD FOR NURSERY STOCK." C. PRE-INSTALLATION CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITE NOTJFYING CITY OF CARLSBAD, LANDSCAPE ARCHITECT, ALLOW 48 HOURS NOTICE. 1.5. DELIVERY, STORAGE, AND HANDLING A. PACKAGED MATERIALS; DELIVER PACKAGED MATERIALS IN CONTAINERS SHOWING WEIGHT, ANALYSIS, AND NAME OF MANUFACTURER. PROTECT MATERIALS FROM DETERIORATION DURING DELIVERY AND WlllLE STORED AT SITE. B. TREES AND SHRUBS; DELIVER FRESHLY DUG TREES AND SHRUBS. DO NOT PRUN BEFORE DELIVERY, EXCEPT AS APPROVED BY ARCHITECT. PROTECT BARK, BRANCHES, AND ROOT SYSTEM FROM SUN SCALD, DRYING , SWEATING, WlllPPING AND OTHER HANDLING AND TYING DAMAGE. DO NOT BEND OR BIND-TIE TREES OR SHRUBS IN SUCH A MANNER AS TO DESTROY NATURAL SHAPE. PROVIDE PROTECTIVE COVERING DURING DELIVERY. DO NOT DROP TREES AND SHRUBS DURING DELIVERY. C. DELIVER TREES, SHRUBS, GROUND COVERS AND PLANTS AFTER PREPARATIONS FOR PLANTING HA VE BEEN COMPLETED AND INST ALL IMMEDIATELY. IF PLANTING IS DELAYED AFTER DELIVERY, SET PLANTING MATERIALS IN SHADE, PROTECT FROM WEATIJER AND MECHANICAL DAMAGE, AND KEEP ROOTS MOIST. 1. DO NOT REMOVE CONTAINER-GROWN STOCK FROM CONTAINERS BEFORE TIME OF PLANTING. 2. WATER ROOT SYSTEMS OF TREES AND SHRUBS STORED ON SITE WITH A FINE-MIST SPRAY. WATER AS OFTEN AS NECESSARY TO MAJNT AIN ROOT SYSTEMS TN A MOIST CONDITION. 1.6. PROJECT CONDITIONS A. UTILITIES: DETERMINE LOCATION OF ABOVE GRADE AND UNDERGROUND UTILITIES AND PERFORM WORK IN A MANNER WlllCH WILL A VOID DAMAGE. HAND EXCAVATE, AS REQUIRED. MAJNT AJN GRADE STAKES UNTIL REMOVAL IS MUTUALLY AGREED UPON BY PARTIES CONCERNED. B. EXCAVATION: WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTII ARE ENCOUNTERED, SUCH AS RUBBLE FILL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, NOTIFY ARCHITECT BEFORE PLANTING. 1.7. COORDINATION AND SCHEDULING A. COORDINATE INSTALLATION OF PLANTING MATERIALS DURING NORIIIAL PLANTING SEASONS FOR EACH TYPE OF PLANT MATERIAL REQUIRED. 1.8. WARRANTY A. GENERAL WARRANTY: TIIE SPECIAL WARRANTY SPECJFIED IN THIS ARTICLE SHALL NOT DEPRIVE THE OWNER OF OTHER RIGHTS Tiffi OWNER MAY HA VE UNDER OTHER PROVISIONS OF THE CONTRACT DOCUMENTS AND St!ALL BE IN ADDITION TO AND RUN CONCURRENT WITH OTHER WARRANTIES MADE BY THE CONTRACTOR UNDER REQUIREMENTS OF THE CONTRACT DOCUMENTS. B. SPECIAL WARRANTY: WARRANT THE FOLLOWING LIVING PLANTING MATERIALS FOR A PERIOD OF ONE YEAR FOR TREES AND 90 DAYS FOR SHRUBS, GROUND COVER AND PLANTS, AFTER DATE OF SUBSTANTIAL COMPLETION., AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH, EXCEPT FOR DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE, NEGLECT, OR ABUSE BY OWNER, ABNORMAL WEATHER CONDITIONS UNUSUAL FOR WARRANTY PERIOD, OR INCIDENTS THAT ARE BEYOND CONTRACTOR'S CONTROL. 1. TREES 2. SHRUBS 3. GROUND COVERS 4. PLANTS C. REMOVE AND REPLACE DEAD PLANTING MATERIALS IMMEDIATELY UNLESS REQUIRED TO PLANT IN THE SUCCEEDING PLANTING SEASON. D. REPLACE PLANTING MATERIALS THAT ARE MORE THAN 25 PERCENT DEAD OR IN AN UNHEALTHY CONDITION AT END OF WARRANTY PERIOD. 1.9. TREE AND SHRUB MAINTENANCE A. MAINTAIN TREES AND SHRUBS BY PRUNING, CULTIVATING, WATERING, WEEDING, FERTILIZING, RESTORING PLANTING SAUCES, TIGHTENING AND REPAIRING ST AKES, AND RESETTING TO PROPER GRADES OR VERTICAL POSITION, AS REQUIRED TO ESTABLISH HEALTHY, VIABLE PLANTINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. RESTORE OR REPLACE DAMAGED TREE WRAPPINGS. MAINTAIN TREES AND SHRUBS FOR THE FOLLOWING PERIOD: I. MAINTENANCE PERIOD: 3 MONTHS FOLLOWING SUBSTANTIAL COMPLETION. 1.10. GROUND COVER AND PLANT MAINTENANCE A. MAINTAIN GROUND COVER AND PLANTS BY WATERING, WEEDING FERTILIZING, AND OTHER OPERATIONS AS REQUIRED TO ESTABLISH HEALTHY, VIABLE PLANTINGS FOR THE FOLLOWING PERIOD: L MAINTENANCE PERIOD: 3 MONTHS FOLLOWING SUBSTANTIAL COMPLETION. PART 2 -PRODUCTS 2.1. TREE AND SHRUB MATERIAL A. GENERAL: FURNISH NURSERY-GROWN TREES AND SHRUBS CONFORMING TO ANSI Z60.I, WITH HEAL THY ROOT SYSTEMS DEVELOPED BY TRANSPLANTING OR ROOT PRUNING. PROVIDE WELL-SHAPED, FULLY-BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJlJRIES, ABRASIONS, AND DISFIGUREMENT. B. GRADE: PROVIDE TREES AND SHRUBS OF SIZES AND GRADES CONFORMING TO ANSI Z60.I, FOR TYPE OF TREES AND SHRUBS REQUIRED. TREES AND SHRUBS OF A LARGER SIZE MAY BE USED IF ACCEPTABLE TO ARCHITECT, WITH A PROPORTIONATE INCREASE IN SIZE OF ROOTS OR BALLS. C. LABEL AT LEAST 1 TREE AND 1 SHRUB OF EACH VARIETY AND CALIPER WITII A SECURELY ATTACHED, WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF BOTANICAL AND COMMON NAME. 2.2. SHADE AND FLOWERING TREES A. SHADE TREES: SINGLE-STEM TREES WITH STRAIGHT TRUNK, WELL-BALANCED CROWN, AND INTACT LEADER, OF SIZE INDICATED, CONFORMING TO ANSI Z60. l FOR TYPE OF TREES REQUIRED. I. BRANCHING HEIGHT: ½ OF TREE HEIGHT. B. SMALL TREES: SMALL UPRIGHT OR SPREADING TYPE, BRANCHED Oil PRUNED NATURALLY ACCORDING TO SPECIES AND TYPE, AND WITH RELATIONSHIP OF CALIPER, HEIGHT, AND BRANCHING RECOMMENDED BY ANSI Z60.l, AND STEM FORM AS FOLLOWS; I. MULTI-STEM, CLUMP, WITH 2 OR MORE MAIN STEMS. C. CONTAINER-GROWN TREES WILL MEET ANSI Z60.l LIMITATIONS FOR CONTAINER STOCK. 2.3. CONIFEROUS EVERGREENS A. FORM AND SIZE: NORMAL QUALITY, WELL BALANCED, CONIFEROUS EVERGREENS, OF TYPE, HEIGHT SPREAD, AND SHAPE REQUIRED, CONFORMING TO ANSI Z60. I. 2.4. BROADLEAF EVERGREENS A. FORM AND SIZE: NORMAL QUALITY, WELL BALANCED, CONIFEROUS EVERGREENS, OF TYPE, HEIGHT SPREAD, AND SHAPE REQUIRED, CONFORMING TO ANSI Z60. l. 2.5. GROUND COVERS AND PLANTS A. PROVIDE GROUND COVERS AND PLANTS ESTABLISHED AND WELL ROOTED IN REMOVABLE CONTAINERS OR INTEGRAL PEAT POST AND NOT LESS THAN TIIE MINIMUM NUMBER AND LENGTH OF RUNNERS REQUIRED BY ANSI Z60.l FOR TIIE POT SIZE INDICATED. 2.6. SOIL AMENDMENTS A. LIME: ASTM C 602, CLASS T, AGRICULTURAL LIMESTONE CONTAINING A MINIMUM 80 PERCENT CALCIUM CARBON A TE EQUIVALENT, WITH A MlNlMUM 99 PERCENT PASSING A NO. 8 (2.36 MM) SIEVE AND A MINIMUM 75 PERCENT PASSING A NO. 60 (250 MICROMETER) SIEVE. 1, PROVIDE LIME TN THE FORM OF DOLOMITIC LIMESTONE. B. ALUMINUM SULFATE: COMMERCIAL GRADE, UNADULTERATED. C. SAND: CLEAN, WASHED, NATURAL OR MANUFACTURED SAND, FREE OF TOXIC MATERIALS. D. PERLITE: HORTICULTURAL PERLITE, SOIL AMENDMENT GRADE. E. PEAT HUMUS: FJNEL Y DIVIDED OR GRANULAR TEXTURE, WITH A PH RANGE OF 6 TO 7.5, COMPOSED OF PARTIALLY DECOMPOSED MOSS PEAT (OTHER THAN SPHAGNUM), PEAT HUMUS, OR REED-SEDGE PEAT. F. PEAT HUMUS: FOR ACID-TOLERANT TREES AND SHRUBS, PROVIDE MOSS PEAT, WITH A PH RANGE OF 3.2 TO 4.5 , COARSE FIBROUS TEXTURE, MEDIUM-DIVIDED SPHAGNUM MOSS PEAT OR REED-SEDGE PEAT. G. SAWDUST OR GROUND-BARK HUMUS: DECOMPOSED, NITROGEN-TREATED OF UNIFORM TEXTURE, FREE OF CHIPS, STONES, STICK, SOIL OR TOXIC MATERIALS. 1. WHEN SITE TREATED, MIX WITH AT LEAST 0.15 LB. (2.4 KG) OF AMMONIDM NITRATEOR0.25 LB. (4KG)OF AMMONIUM SULFATE PER CU. FT. (CU. M) OR LOOSE SAWDUST OR GROUND BARK. H. MANURE: WELL-ROTTED UNLEACHED STABLE OR CATTLE MANURE CONTAINING NOT MORE THAN 25 PERCENT BY VOLUME OF STRAW, SAWDUST, OR OTHER BEDDING MATERIALS; FREE OF TOXIC SUBSTANCES, STONES, STICKS, SOIL, WEED SEED, AND MATERIAL HARMFUL TO PLANT GROWTH. L HERBICIDES: EPA REGISTERED AND APPROVED, OF TYPE RECOMMENDED BYMANFUACTURER. J. WATER: AS PROVIDED BY LOCAL WATER PURVEYOR. 2.7. FERTILIZER A. BONEMEAL: COMMERCIAL, RAW, FINELY GROUND; MINIMUM OF 4 PERCENT NITROGEN AND 20 PERCENT PHOSPHORIC ACID. B. SUPERPHOSPHATE: COMMERCIAL, PHOSPHATE MIX'TIJRE, SOLUBLE; MINIMUM OF 20 PERCENT AVAILABLE PHOSPHORIC ACID. C. COMMERCIAL FERTILIZER: COMMERCIAL GRADE COMPLETE FERTILIZER OF NEUTRAL CHARACTER, CONSISTING OF FAST, AND SLOW RELEASE NITROGEN, 50 PERCENT DERIVED FROM NATURAL ORGANIC SOURCES OF UREA-FORM, PHOSPHOROUS, AND POTASSIUM IN THE FOLLOWING COMPOSITION: 1. COMPOSITION: I LB. PER 1,000 SQ. FT. (0.5 KG PER 100 SQ. M) OF ACTUAL NITROGEN, 4 PERCENT PHOSPHOROUS, AND 2 PERCENT POTASSIUM, BY WEIGHT. 2. COMPOSITION: NITROGEN, PHOSPHOROUS, AND POTASSIUM IN AMOUNTS RECOMMENDED IN SOILS REPORTS FROM A QUALIFIED SOIL TESTING AGENCY. D. SLOW-RELEASE FERTILIZER; GRANULAR FERTILIZER CONSISTING OF 50 PERCENT WATER INSOLUBLE NITROGEN, PHOSPHORUS, AND P, AND POTASSIUM IN THE FOLLOWING COMPOSITION; L COMPOSITION: 5 PERCENT NITROGEN, 10 PERCENT PHOSPHOROUS, AND S PERCENT POTASSIUM, BY WEIGi-IT. 2. COMPOSillON: 20 PERCENT NITROGEN, 10 PERCENT PHOSPHOROUS, AND 10 PERCENT POTASSIUM, BY WEIGHT. 3. COMPOSITION; NITROGEN, PHOSPHOROUS, AND POTASSIUM IN AMOUNTS RECOMMENDED IN SOILS REPORTS FROM A QUALJFIED SOIL TESTING AGENCY. 2.8. MULCHES A. ORGANIC MULCH: ORGANIC MULCH, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TR.BES AND SHRUBS, CONSISTING OF ONE OF THE FOLLOWING: I. TYPE: GROUND OR SHREDDED BARK. 2. TYPE: WOOD AND BARK CHIPS. B. PEAT MULCH: PROVIDE PEAT MOSS IN NATURAL, SHREDDED Oil GRANULATED FORM, OF FINE TEXTURE, WITH A PH RANGE OF 4 TO 6 AND A WATER-ABSORBING CAPACITY OF 1100 TO 2000 PERCENT. C. FIBER MULCH: BIODEGRADABLE DYED WOOD CELLULOSE FIBER MULCH, NONTOXIC, FREE OF PLANT GROWTH OR GERMINATION INHIBITORS, WITH MAXIMUM MOISTURE CONTENT OF 15 PERCENT AND A PH RANGE OF 4.5 TO 6.5. 2.9. STAKES A. UPRIGHT STAKES: ROUGH-SAWN, SOUND, NEW HARDWOOD, REDWOOD, OR PRESSURE PRESERVATIVE TREATED SOFTWOOD, FREE OF KNOTS, HOLES, CROSS GRAIN, AND OTHER DEFECTS, 2 INCHES DIAMETER BY LENGTH INDICATED, POINTED AT ONE END. B. HOSE CHAFING GUARD: REINFORCED RUBBER OR PLASTIC HOSE AT LEAST½ INCH (13MM) IN DIAMETER, BLACK, CUT TO LENGTHS REQUIRED TO PROTECT TREE TRUNKS FROM DAMAGE. PART 3 -EXECTITION 3.l. EXAMINATION A. EXAMINE AREAS TO RECEIVE LANDSCAPING OF COMPLIANCE WITII REQUIREMENTS AND FOR CONDITIONS AFFECTING PERFORMANCE OF WORK OF THIS SECTION. DO NOT PROCEED WITH INSTALLATION UNTIL SA TJSFACTORY CONDITIONS !IA VE BEEN CORRECTED. 3.2. PREPARATION A. LAY OUT INDIVIDUAL TREE AND SHRUB LOCATIONS AND AREAS FOR MULTIPLE PLANTINGS. STAKE LOCATIONS, OUTLINE AREAS, AND SECURE ARCHITECT'S ACCEPTANCE BEFORE THE START OF PLANTING WORK. MAKE MINOR ADJUSTMENTS AS MAY BE REQUIRED. 3.3. PLANTING SOIL PREPARATION A. MIX SOIL AMENDMENTS AND FERTILIZERS WITH SITE SOIL AT RAffiS INDICATED. DELAY MIXING FERTILIZER IF PLANTING DOES NOT FOLLOW PLACING OF PLANTING SOILS WITHIN A FEW DAYS. AMENDMENTS WILL MODIFIED FROM THESE NOTED BASED ON SOILS REPORTS PERFORMED B BE y CONTRACTOR MIN. (3). RF.VTSTON 8910 UNIVERSITY CENTER LANE SUITE 580 SAN DIEGO CALIFORNIA 92122 619 , 558 • 8977 FAX 619 · 558 · 9188 R.F.VTSTON DRAWN APP!WVJ,:U JOB NO. DATE SCALE DATE DATF, B. FOR TREE PIT OR TRENCH BACKFILL, MIX PLANTING SOIL BEFORE BACKFILLING AND STOCKPILE AT SITE. C. FOR PLANTING BEDS, MIX PLANTING SOIL EITIIER PRIOR TO PLANTING OR APPLY ON SURFACE OF TOPSOIL AND MIX THOROUGHLY BEFORE PLANTING, D. PLANT BACKFILL SHALL BE PER SOIL TEST PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY). THE TEST SHALL INDICATE BY NOT BE LIMITED TO THE FOLLOWING: I. ORGANIC MATTER CONTENT 2. N, P, K 3. PH 4. EC 5. SOIL TEXTURE (SILT, CLAY, SAND) 6. RECOMMENDATIONS FOR AMENDMENTS, LEACHING AND MAINTENANCE FERTILIZATIONS, TIIE RE SUL TS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. PRODUCTS SPECIFIED BY PRODUCT NAME BY THE SOIL LAB IN THE RECOMMENDATIONS MAY BE SUBSTITUTED WITH "OR EQUAL" PRODUCTS APPROVED BY THE CITY. 3.4. GROUND COVER AND PLANT BED PREPARATION A. LOOSEN SUBGRADE OF PLANTING BED AREAS TO A MINIMUM DEPTH OF 6 INCHES (l 50MM). REMOVE STONES LARGER THAN 1-112 INCHES (38 MM) IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATERIALS. B. SPREAD PLANTING SOIL MIXTURE TO DEPTH REQUIRED TO MEET THICKNESS, GRADES AND ELEV A TIONS SHOWN, AFTER LIGHT ROLLING AND NATURAL SETTLEMENT. PLACE APPROXIMATELY ½ THE THICKNESS OF PLANTING. 3.5. EXCAVATION FOR TREES AND SHRUBS A. PITS AND TRENCHES: EXCAVATE Wffii VERTICAL SIDES AND WITH BOTTOM OF EXCA VA TJON SLIGHTLY RAISED AT CENTER TO ASSIST DRAINAGE. LOOSEN HARD SUBSOIL IN BOTTOM OF EXCAVATION. I. CONTAINER-GROWN TREES AND SHRUBS: EXCAVATE TO TWICE CONTAINER WIDTH, AND TO DEPTH OF ROOTBALL IN CONTAINER. 2. WHERE DRAIN TILE IS SHOWN OR REQUIRED UNDER PLANTED AREAS. B. OBSTRUCTIONS: NOTIFY ARCHITECT IF UNEXPECTED ROCK OR OBSTRUCTIONS DETRIMENTAL TO TREES OR SHRUBS ARE ENCOUNTERED IN EXCAVATIONS. I. HARDPAN LAYER: DRILL 6 INCH (150 MM) DIAMETER HOLES INTO FREE DRAINTNG STRATA OR TO A DEPTII OF 10 FEET (3M), WHICHEVER IS LESS, AND BACKFILL WITH FREE DRAINING MATERIAL. C. DRAINAGE; NOTIFY ARCIIlTECT IF SUBSOIL CONDITIONS EVIDENCE UNEXPECTED WATER SEEPAGE OR RETENTION IN TREE OR SHRUB PITS. D. GILL EXCAVATIONS WITH WATER AND ALLOW TO PERCOLATE OUT, BEFORE PLACING SETTING LA YER AND POSillONING TREES AND SHRUBS. 3.6. PLANTING TREES AND SHRUBS A. SET CONTAINER GROWN STOCK PLUMB AND IN CENTER OF PIT OR TRENCH WITH TOP OF BALL LEVEL TO ADJACENT FINISH GRADES AS INDICATED. 1. CAREFULLY REMOVE CONTAINERS SO AS NOT TO DAMAGE ROOT BALLS. 2. PLACE BACKFILL AROUND BALL IN LAYERS, TAMPING TO SETTLE BACKFILL AND ELIMINATE VOIDS AND AIR POCKETS. WHEN PIT IS APPROXIMATELY½ BACKFILLED, WATER THOROUGHLY BEFORE PLACING REMAINDER OF BACKFILL. REPEAT WATERING UNTIL NO MORE IS ABSORBED. WATER AGAIN AFTER PLACING AND TAMPING FINAL LA YER OF BACKFILL. B. DISH AND TAMP TOP OF BACKFILL TO FORM A 3 INCH (75MM) HIGH MOUND AROUND THE RIM OF THE PIT. DO NO COVER TOP OF ROOT BALL WITH BACKFILL. C. EACH PLANT SHALL RECEIVE "AGRIFORM" (OR EQUAL) PLANT TABLETS AS FOLLOWS: 1 GAL. CONTAINER I -21 GRAM S GAL. CONTAINER 3 -21 GRAM 15 GAL. CONTAINER 5 -21 GRAM BOX TREE 1-21 GRAMPER3"BOXSIZE 3.7. TREE AND SHRUB PRUNING A. PRUNE, THIN, AND SHAPE TREES AND SHRUBS AS DIRECTED BY ARCHITECT. ' ;'/~ ,t;J, )'\ ,; . ': /,~-· M • 1.1 APPROVED B. PRUNE, THIN, AND SHAPE TREES AND SHRUBS ACCORDING TO ST AND ARD HORTICULTURAL PRACTICE. PRUNE TREES TO RETAIN REQUIRED HEIGHT AND SPREAD. UNLESS OTHERWISE DIRECTED BY ARCHITECT, DO NOT CUT TREE LEADERS; REMOVE ONLY INJURED OR DEAD BRANCHES FROM FLOWERING TREES. PRUNE SHRUBS TO RETAIN NATURAL CHARACTER. SHRUB SIZES INDICATED ARE SIZE AFTER PRUNING. 3.8. TREE AND SHRUB STAKING A. UPRIGHT STAKING AND TYING: STAKE TREES OF IS GALLON AND LARGER. USE A MINIMUM OF 2 STAKES OF LENGTH REQUIRED TO PENETRATE AT LEAST 24 INCHES BELOW BOTTOM OF BACKFILLED EXCAVATION AND TO EXTEND AT LEAST 73 INCHES BELOW BOTTOM OF BACKFILLED EXCAVATION AND TO EXTEND AT LEAST 72 INCHES ABOVE GRADE. SET VERTICAL STAKES AND SPACE TO AVOID PENETRATING BALLS OR ROOT MASSES. SUPPORT TREES WITH 2 STRANDS OF TIE WIRE ENCASED IN HOSE SECTIONS AT CONTACT POINTS WITH TREE TRUNK. ALLOW ENOUGH SLACK TO AVOID RIGID RESTRAINT OF TREE. 3.9. PLANTING GROUND COVER AND PLANTS A. SPACE GROUND COVER AND PLANTS AS INDICATED. B. DIG HOLES LARGE ENOUGH TO ALLOW SPREADING OF ROOTS, AND BACKFILL WITH PLANTING SOIL. WORK SOIL AROUND ROOTS TO ELIMINATE AIR POCKETS AND LEA VE A SLIGHT SAUCER INDENTATION AROUND PLANTS TO HOLD WATER, WATER THOROUGHLY AFTER PLANTING, TAKING CARE NOT TO COVER PLANT CROWNS WITH WET SOIL. C. (1) 5 GRAM 20-10-5 TABLETS PER GROUNDCOVER PLANT. 3.10. MULCIIlNG A. MULCH BACKFILLED SURFACES OF PITS, TRENCHES, PLANTED AREAS, AND OTHER AREAS INDICATED. 3" LAYER SHALL BE INSTALLED IN ALL NON-TURF PLANTING AREA LESS STEEP THAN 3:1. 3.11. CLEANUP AND PROTECTION A. DURING LANDSCAPING, KEEP PAVEMENTS CLEAN AND WORK AREA IN AN ORDERLY CONDITION. B. PROTECT LANDSCAPING FROM DAMAGE DUE TO LANDSCAPE OPERATIONS, OPERATIONS BY OTHER CONTRACTORS AND TRADES, AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REP AIR OR REPLACE DAMAGED LANDSCAPE WORK AS DIRECTED. 3.12. DISPOSAL OF SURPLUS AND WASTE MATERIALS A. DISPOSAL: REMOVE SURPLUS SOIL AND WASTE MATERIAL, INCLUDING EXCESS SUBSOIL, UNSUITABLE SOIL, TRASH, AND DEBRIS, AND LEGALLY DISPOSE OF IT OFF OWNER'S PROPERTY. END OF SECTION 02900 FOR PLANTING "AS BUILT" (' ,,, • ''1 -~ ~t-l '\:;, ,r.,'',.-r!-/7'""' ,., ·., i J AND IRRIGATION ONLY, INCLUDING PRECISE DATE '•\,.:".,,;!l'J\!: .,.:· .. ,, ,.._., ,,. '.. ..,;/ RCE EXP. 11<0,.. ,1}11 ,1.; I LOCATION OF PLANTING ,;,\, ,~..,.,,:,, '" REVIEWED BY: AREAS. INSPECTOR DATE • ~ I S1E4S I 1-·····-· . ..... , .. .,., . ...... CITY OF CARLSBAD ..... . .,.,.,. -0 PLANNING DEPARTMENT . . ••'••··· PLANTING SPECIFICATIONS FOR: 4,22.98 . .... , .. ..... · I .. OCEAN BLUFF 7.10.98 .......... .. ' J.A. """" J.P. .. . . . , , .. APPROVED~.JZ' ....... _.F-11-f ct .. __ ASSISTANT 1"1:ANNING DIRECTOR DATE . . . . .. ,,,,, .. ,,. . , ' ' , . .. 97-&7 OWN BY: PROJECT NO. ..... ,. . .. , ... , .......... , .. DRAWING 1110 • 12.24.97 DATE INITIAL. DATE INITIAL DATE INITIAL CHKD BY: 93-09(A ENGINEER OF WORI REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL IMVD BY: C.T. 360-3L NT$ .._ ____________________________________________________________________________ ~c~. M~.':""!"w~. D~.-~8"!!!"9 ----='s "!!!"o s=---- ~ i= ~ 0 ~ ~ ' ~ -0 6 u T •0 ~ 0 0 ~ 0 ~ •O '" C, ' Ow 3i::;: ~ cc ~-/. er ox G) ROOT BALL 0 CROWN-1" ABOVE FINISH GRADE 0 FINISH GRADE 0 FINISH GRADE AT SLOPE ® 2 X ROOT BALL DIA. AND 2 X DEPTH ® BACK FILL MIX (SEE NOTES) 0 FERTILIZER (PER SOILS REPORT) ® SEE PAVING DETAILS ® TOP OF PAVING 1 @ 2" HIGH WATERING BASIN (IF REQ'D) @ UNDISTURBED NATIVE SOIL I 1=1 11 111-111--·1 I I I I I ' I · I : I I I I I I ·· 111)----t-~ +-----=------® SHRUB PLANTING DETAIL 87 • =1 11= '""'"'""". l=I G) 2" 0 PREPARED SOIL 0 PLANT TABLET 0 FINISH GRADE NTS ,• I 1-1 I ----1 I I I I I I I I I 1-11---11 1:: rr-'-T+-7"1-111· 111 . 111 111 111:---1 1 --1 11-11 =I 11 111----1 ® EQUAL(X)-SEE PLANT SCHEDULE FOR ON CENTER SPACING ® CONCRETE MOW STRIP OR HARDSCAPE IMPROVEMENT AS INDICATED ON PLAN 0 CONCRETE CURB OR HARDSCAPE IMPROVEMENT AS INDICATED ON PLAN 7 C 1-111-SECTION 6 ® EQUAL 1 /2(X) GROUNDCOVER PLANTING DETAIL NTS s-~ -11~ ...........,..........., _...,...,.,.111 :::---i 1·--1 -11 :=1 111 11 11-111 III_II Ill II G) 2" DIA. X 1 O' LODGE POLE PINE STAKE (2 REQ'D) 0 1X2" WOOD BRACE 0 "WONDER TREE TIES" OR APPROVED EQUAL (3 REQ'D) 0 3'-0" MIN. ® SEE TREE PLANTING DETAIL ® 12" MIN. 0 TREE TRUNK ® ROOT BALL ® 6" MIN. @ PREVAILING WIND AXIS 7)---, PLAN VIEW TREE STAKING DETAIL NTS PLANT LEGEND TREES SYMBOL BOTANICAL CUPANIOPSIS ANACARDIODES 0 MAGNOLIA GRANDIFLORA PINUS HALEPENSIS ::;1)-___,,,..____.....,TriRIST ANIA CONFERT A + WASHINGTONIA ROBUSTA SHRUBS SYMBOL BOTANICAL 0 ACACIA REDOLENS CISTUS PURPUREUS COTONEASTER DAMMERI COTONEASTER PARNEYI DIETES BICOLOR LEPTOSPERMUM SCOPARIUM 'ROTUNDIFOLIUM' e PITTOSPORUM TOBIRA 'WHEELER!' RHAPHIOLEPIS INDICA 'CLARA' ROSMARINUS OFFICINALIS 'PROSTRATUS' TECOMARIA CAPENSIS VINES SYMBOL BOTANICAL GELSEMIUM SEMPERVIRENS GROUNDCOVER SYMBOL BOTANICAL LONICERA JAPONICA MYOPORUM PARVIFOLIUM COMMON NAME WlfL,£ TREE CARRO WOOD SOUTHERN MAGNOLIA ALEPPO PINE CALIF. PEPPER ftO'n ?IU<!-TREE MEXICAN FAN PALM COMMON NAME NCN ORCHID ROCKROSE BEARBERRY COTONEASTER ROCKSPRAY COTONEASTER FORTNIGHT LILY NEW ZEALAND TEA TREE WHEELER'S DWARF TOBIRA INDIAN HAWTHORN DWARF ROSEMARY CAPE HONEYSUCKLE COMMON NAME CAROLINA JESSAMINE COMMON NAME JAPANESE HONEYSUCKLE NCN SIZE QTY. REMARKS 15 GAL. 6 24" BOX 63 24" BOX 11 15 GAL. 121 15 GAL. 26 15 GAL. 7 24" BOX 55 15' B.T.H. 18 SIZE QTY. REMARKS 1 GAL 143 1 GAL 982 5 GAL 56 1 GAL 83 1 GAL 633 1 GAL 271 5 GAL 208 5 GAL 646 5 GAL 292 5 GAL 124 SIZE QTY. REMARKS 15 GAL SIZE FLATS FLATS 172 STAKED REMARKS 24" o.c. 12" o.c. BRUSH MANAGEMENT/FIRE SUPPRESSION ZONE-CONDITION B CONDITION A -MANUFACTURED SLOPE FIRE PROTECTION PERTAINS TO lv!AN MADE SLOPES ABUTTING HIGH RISK FIRE AREAS SECTION Al: MEASURED HORIZONTALLY 20' OUTWARD FROM THE OUTLYING EDGE OF STRUCTURE($). I. PLANTED WITH GROUND COVER OR LOW GROWING SHRUB SPECIES (LESS TliAN 3' IN HEIGHT) KNOWN TO HA VE FIRE RETARDANT QUALITIES. 2. NO TREES OR SHRUBS ALLOWED. 3. IRRIGATED. SECTION A2: MEASURED HORIZONTALLY 20' OUTWARD FROM THE OUTLYING EDGE OF SECTION Al. I. PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES KNOWN TO HA VE LOW FUEL CHARACTERISTICS. 2. NO TREES ALLOWED. 3. IRRIGATED. SECTION A3: MEASURED OUTWARD FROM THE OUTLYING EDGE OF A-2 TO INCLUDE THE REMAINDER OF THE AREA BETWEEN SECTION A-2 AND HIGH RISK FIRE AREAS. HORIZONTAL DISTANCE FROM THE STRUCTURE($) TO UNTREATED HIGH RISK AREAS SHALL NOT BE LESS TliAN 60'. 1. PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES KNOWN TO HA VE LOW FUEL CHARACTERISTICS. 2. TREES ARE ALLOWED BUT SHALL NOT BE PLANTED CLOSER TliAN 20' APART. 3. IRRIGATED. CONDITION B -NATIVE SLOPES-WILDLAND FIRE SUPPRESSION PERTAINS TO AREAS WHERE REMOVAL OF ENVIRONMENTALLY SENSITIVE NATIVE VEGETATION IS RESTRICTED WITHIN THE FIRE SECTIONS. SECTION Bl: MEASURED 20' HORIZONTALLY FROM THE OUTLYING EDGE OF THE STRUCTURE(S) TOW ARD THE ENVIRONMENTALLY RESTRICTED AREA AS DEFINED BY THE CITY. I. REMOVAL OF 'HIGH FUEL AND MODERATE HAZARD SPECIES'. 2. PLANTING WITH GROUND COVER OR LOW GROWING SHRUB SPECIES (LESS THAN 3' IN HEIGHT) KNOWN TO HA VE FIRE RETARDANT QUALTI1ES OR AS OTHERWISE REQUIRED BY THE CITY. 3. NO TREES OR SHRUBS ALLOWED. 4. IRRIGATED. SECTION B2: MEASURED HORIZONTALLY 20' OUTWARD FROM THE OUTLYING EDGE OF Bl. I. REMOVAL OF 'IDGH FUEL SPECIES'. 2. REMOVAL BY SELECTIVE PRUNING OF UP TO 60% OF THE VOLUME OF THE! 'MODERATE FUEL SPECIES' 3. REPLANTING WITII NATURALIZING LOW FUEL SPECIES. 4. TREES AND LARGE TREE FORM SHRUBS (e.g. OAKS, SUMAC, TOYON) WHICH ARE BEING RETAINED SHALL BE PRUNED TO PROVIDE CLEARANCE EQUAL TO THREE TIMES THE HEIGHT OF THE SURROUNDING UNDERSTORY PLANT MATERIAL OR 6', WHICHEVER IS HIGHER. DEAD AND EXCESSIVELY TWIGGY GROWTH SHALL ALSO BE REMOVED. 5. IRRIGATED. SECTION B3: MEASURED HORIZONTALLY 20' OUTWARD FROM THE OUTLYING EDGE OF SECTION B2. THE OUTER EDGE OF B3 SHALL EXTEND HORIZONTALLY TO A POINT AT LEAST 60' FROM STRUCTURES. I. REMOVAL OF 'IDGH FUEL SPECIES' 2. REMOVAL BY SELECTIVE PRUNING OF UP TO 40% OF THE VOLUME OF THE 'MODERATE FUEL SPECIES'. 3. TREES AND LARGE TREE FORM SHRUBS (e.g. OAKS, SUMAC, TOYON) WHICH ARE BEING RETAINED SHALL BE PRUNED TO PROVIDE CLEARANCE EQUAL TO THREE TIMES THE HEIGHT OF THE SURROUNDING UNDERSTORY PLANT MATERIAL OR 6', WHICHEVER IS HIGHER. DEAD AND EXCESSIVELY TWIGGY GROWTH SHALL ALSO BE REMOVED. 4. NON-IRRIGATED. RESTRICTED HIGH FUEL SPECIES: NATIVES: ADENOSTOMA FASCICULATUM ARTEMISIA CALIFORNICA ERIOGONUM FASCICULA TUM SAL VIA SPECIES OTHER SPECIES AS SPECIFIED BY THE CITY DOMESTICS: ACACIA SPECIES CEDRUS SPECIES · CUPRESSUS SPECIES DODONAEA VISCOSA EUCALYPTUS SPECIES JUNIPERUS SPECIES PENNISETUM PINUS SPECIES OTHER SPECIES AS SPECIFIED BY THE CITY MODERATE-HAZARD SPECIES: IIETEROMELES ARBUTIFOLIA MALOSMA LAURINA QUERCUS DUMOSA RHUS INTEGRIFOLIA AYLOCOCUCUS BICOLOR OTHER SPECIES AS SPECIFIED BY THE CITY CIIAMISE CALIFORNIA SAGEBRUSH BUCKWHEAT SAGE ACACIA CEDAR CYPRESS HOPSEED BUSH EUCALYPTUS JUNIPER FOUNTAIN GRASS PINE TOYON LAUREL SUMAC SCRUB OAK LEMONADE BERRY MISSION MANZANITA I. SPECIFICATIONS FOR HYDROSEEDING HYDROSEEDING MIXTURES AND RATES OF APPLICATION ~ HYDROSEED MIX 111 SEED GAZANIA 'COPPER KING' -50% GAZANIA 'FIESTA RED' -50% POUNDS/ACRE 12 12 II. HYDROSEEDING SUSPENSION OR SLURRY COMPOSITION GREEN WOOD MULCH 2,250.0 LB./ AC. FERTILIZER (16-16-16) 400.0 LB./ AC. AZ-TAC BINDER 150.0 LB./ AC. FERROUS SULFATE OR IRON CHELATE 2.8 GALS.I AC. Ill. APPLICATION PROCEDURES AND EQUIPMENT A. EQUIPMENT -HYDRAULIC EQUIPMENT USED FOR THE APPLICATION OF THE FERTILIZER, SEED AND SLURRY OF PREPARED WOOD PULP SHALL BE OF THE "SUPER HYDRO-SEEDER" TYPE AS APPROVED BY THE SAN DIEGO COUNTY ENGINEER. THIS EQUIPMENT SHALL HAVE A BUil T-IN AGITATION SYSTEM AND OPERA TING CAPACITY SUFFICIENT TO AGITATE, SUSPEND, AND HOMOGENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 4011 OF FIBER MULCH PLUS A COMBINED TOT AL OF 711 FERTILIZER SOLIDS FOR EACH 100 GALLONS OF WATER. THE SLURRY DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGE AND SHALL BE EQUIPPED WITH A SET OF HYDRAULIC SPRAY NOZZLES WHICH WILL PROVIDE A CONTINUOUS NON-FLUCTUATING DISCHARGE. THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 1500 GALLONS AND SHALL BE MOUNTED ON A TRAVELING UNIT, EITHER SELF-PROPELLED OR DRAWN BY A SEPARATE UNIT, WHICH WILL PLACE THE SLURRY TANK SPRAY NOZZLES WITHIN SUFFICIENT PROXIMITY TO THE AREAS TO BE SEEDED B. PREPARATION -THE SLURRY PREPARATION SHALL TAKE PLACE AT THE SITE OF WORK AND SHALL BEGIN BY ADDING WATER TO THE TANK WHEN THE ENGINE IS AT HALF-THROTTLE. WHEN THE WATER LEVEL HAS REACHED THE HEIGHT OF THE AGITATOR SHAFT, GOOD RE-CIRCULATION SHALL BE ESTABLISHED AND, AT THIS TIME, THE SEED SHALL BE ADDED. FERTILIZERS SHALL THEN BE ADDED, FOLLOWED BY WOOD PULP MULCH. MULCH SHALL ONLY BE ADDED TO THE MIXTURE AFTER THE SEED AND WHEN THE TANK IS AT LEAST ONE-THIRD 11/3) FILLED WITH WATER. THE ENGINE THROTTLE SHALL BE OPENED TO FULL SPEED WHEN THE TANK IS HALF-FILLED WITH WATER. ALL THE WOOD PULP MULCH SHALL BE ADDED BY THE TIME THE TANK IS TWO-THIRDS (2/3) TO THREE-FOURTHS 13/41 FULL SPRAYING SHALL COMMENCE IMMEDIATELY WHEN THE TANK IS FULL. C. APPLICATION -THE OPERATOR SHALL SPRAY THE SLOPES WITH A UNIFORM, VISIBLE COAT BY USING THE GREEN COLOR OF THE WOOD PULP AS A GUIDE. THE SLURRY SHALL BE APPLIED IN A SWEEPING MOTION, IN AN ARCHED STREAM SO AS TO FALL LIKE RAIN, ALLOWING THE WOOD FIBERS TO BUILD ON EACH OTHER UNTIL A GOOD COAT IS ACHIEVED, AND THE MATERIAL IS SPREAD AT THE REQUIRED RATE PER ACRE. D. ALL BARE SPOTS SHALL BE RESEEDED WITHIN NINETY (90) DAYS TO THE SATISFACTION OF THE CITY ENGINEER. NOTE, PRIOR TO THE ACCEPTANCE OF THE HYDROSEEDED AREAS BY THE CITY'S INSPECTOR, A CERTIFICATION REPORT MUST BE SUBMITTED BY A REGISTERED LANDSCAPE ARCHITECT, STATING THAT THE HYDROSEEDING WAS DONE ACCORDING TO THE PROJECT SPECIFICATION AND THAT ITS GROWTH IS ADEQUATELY ESTABLISHED TO PREVENT EROSION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN 30 DAYS. PALM SIZES ARE SHOWN IN 'B.T.H.' BARE TRUNK HT., MEASURED FROM FINISH GRADE TO THE BASE OF THE LOWEST FROND. LOCATE STREET TREES, a. A MINIMUM OF 3' OUTSIDE THE PUBLIC RIGHT OF WAY !EXCEPT WITHIN THE 'REDEVELOPMENT ZONE (VR ZONE) AND BEACH AREA OVERLAY ZONE' WHERE STREET TREES MAY BE ALLOWED WITHIN THE R.0.W. IF APPROVED BY THE CITY). b. A MINIMUM OF 5' FROM PAVING. c. A MINIMUM OF 7' FROM ANY SEWER LINE. d. NOT IN CONFLICT WITH PUBLIC UTILITIES. e. NOT BE ALLOWED ON STREET CORNERS WITHIN A TRIANGULAR ZONE DRAWN FROM TWO POINTS, 25' FROM THE BEGINNING OF CURVES AND END OF CURVES. ALL TREES' SHALL RECEIVE 'DEEP ROOT' BARRIERS IOR EOUAU ADJACENT TO ANY HARDSCAPE ELEMENT 10' LENGTH X 2' DEPTH CENTERED ON TREE. ALL SLOPE AREAS PLANTED WITH FLATTED GROUND COVER SHALL ALSO BE HYDROSEEDED. v:a THE NON-IRRIGATED HYDROSEED MIX SHALL CONSIST OF THE FOLLOWING, BOTANICAL NAME BROMUS MOLLIS ENCELIA CALIFORNICA ERIOPHYLLUM CONFERTIFLORUM ESCHSCHOLZIA CALIFORNICA LOTUS SCOPARIUS SALVIA APIANA VIGUERA LACINATA TOTAL LB/ACRE 5.0 3.0 3.0 5.0 5.0 5.0 4.0 30 LB/ACRE "AS BUILT" ,. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. a~,= LANDSCAPE /\RCI 111 EC I URI: 8910 UNIVERSITY CENTER LANE SUITE 580 SAN DIEGO CALIFORNIA 92122 619 . 558 , 8977 fAX 619 • 568 • 9188 REVISION DATE REVISION DATE DRAW"'\J" APPROVED JOB NO. DATE SCALE 1-rz-o+ DATE REVIEWED BY: ,~L::_,_. u--s~~'.'_____ ?-1~ ·91- INSPECTOR DATE 7.10.98 OCEAN BLUFF .r..A.. I.P.1---+---+----------------t---t---t---t----J APPROVED . ·····-··-··· ASSISTANT 97-57 12.24...97 DATE INITIAL NTS ENGINEER OF WOR REVISION DESCRIPTION OWN BY: ___ _ DATE INITIAL DATE INITIAL CHKD BY: __ _ OTHER APPROVAL CITY APPROVAL RWIO BY, PROJECT NO. DRAWING NO. C.T. 93-09 A 360-3L C.M.W.D. 89-505 (j.l 6' C) -- ' i -·< -"I I ' ------0-------- --.. ·-- [, :s· fr:;: • • • • • • • • • • • • • • .~: d -.~ ,_,_, " r,- ~-] i:J ~ < .. ,.' ,::, .-,_, I C:,) i\" <"·-, ., ,-, i:_: AA :-·· , . ., .,. ;:; ,-. ~' L..J ,-~ </.) ,,:, ;::; Cl):-: ~ ,: ": L::i \-!, I ': ,., 6' MASONRY SLUMP BLOCK WALL 5' MASONRY SLUMP BLOCK WALL 5' WROUGHT IRON FENCE 5' WOOD FENCE SOUND WALL PER STUDY-HEIGHT VARIES SEE PLAN FOR SIZE o· 40' so· 160' !1910 UNIVERSITY CENTER LANE SUITE 580 SAN DIEGO CALIFORNIA 92122 619 . 558 . 8977 1',I]{ 819 · 558 · 9188 I RCE __ _ DATE REVIEWED BY: INSPECTOR DATE CONSTRUCTION PLAN FOR: REVI8ION DATE 4,22.98 REVISlON DATE 7.10.9B OCEAN BLUFF DRAWN J.A.. Pi-ff ASSISTANT DATE ----------1 -~---~-· --,·------+-----------------+----+---+----+-----I c:..==-:'-"--'-"'C==-==.:.=:...._ ______ __.::;c.::..:c _ __, APPROVED J.P. APPROVED DRAWING NO. JOB NO. 97-57 ----------1 "'"'~'"""'~,w,.,,,,., ''•'"'•""~"•••w,,,,.,,," , ........ ,-=•-•--------------+----+----+---+----I DATE 12.24.97 DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER Af'PROVAL CITY Af'PROVAL OWN BY, ___ _ CHKD BY: ___ _ RVWD BY, C.T. PROJECT NO. SCALE 93-09 A 360-3L *-,'7 . ··L...-------------------------------------------------------------------------------------------------~~~~-~~~~---C.M.W.D. 89-505 "") ., ' -:r. r,· • I 131 ' \J46.8\ ------ __ .. __ , ... ·'T ~-? "' r, tf, • • • • • • • • • • • • • • 5' MASONRY SLUMP BLOCK WALL 5' WROUGHT IRON FENCE '2 ;-', :, ,-, CL ,·, , ',·:., V) ,.,. ::-,,.,., () '."' ';' :'~; ~~-------¥----------------¥- ~ ,..., '' n· :,J .. ,, ,. I\<;, j C::' ~" .-'-~ , .. .,-, "' ...,u, '·?' '.r' ,.,., '. ~ ,. __ \ lfl 111, ()'·• 5' WOOD FENCE SOUND WALL PER STUDY-HEIGHT VARIES SEE PLAN FOR SIZE o' 40' so· 160' 8910 UNIVERSITY CENTER LANE SUITE 580 SAN DIEGO CALIFORNIA 92122 619 · 558 · 8977 FAX 619 • 558 , 9188 DATE REVIEWED BY: INSPECTOR DATE CONSTRUCTION PLAN FOR: REVISION DATF. 4.22.98 l-----+----+----------------+---1---+----+---------- 7.10.90 ········-····································----------+---+-----+---+--_____, OCEAN BLUFF ---------····-··-·-"-···-···"'"'" --REV[SION DATE DJ<AWN J.i\. ,JOA KO. 97-07 ---------1----t--t--------------1----+---+----+----I OWN BY,. 12•24•97 DATE IN1™L 1--DA_JE~_IN_ITl_~---+--°"T_E~IN_ITI_~_,, CHKD BY, __ _ REVISION DESCRIPTION OTHER APPROVAL CITY APPROV~ RVWO BY, DATE ENGINEER OF WOR PROJECT NO . C.T. DRAWING NO. SCALE 93-09 A 360-3L i:r.: ,.~ r:,:;'1.------------------------------------------------------------------------------------------------------------~~~~~-~~~~----._-' ,. C.M.W.O. 89-505 CD ® 0 0 ® ® ···~ (0 .,, .-,...- O) . ' I, ... c· 1" RD. TUBULAR STEEL FRAME 4" SQ. TUBULAR STEEL POST lffl8'-0" O.C. MAX. 1/2" RD. TUBULAR STEEL PICKETTS fi!114" O.C. MAX. FINISH GRADE COMPACTED SUBGRADE PER SOILS REPORT CONC FOOTING TYPICAL ALL POSTS CROWN TO DRAIN ' / I 8' -(:,'' O.C ); " I ' ' v ,... I ' ' I Iv ' , ,... ' ' ' ! V f"" / ~ i, ' ' ' 11 ' I ' • I i'' I 111 ' : .! I! _I I I .. ! 11 .. '; -I 'I 11 . I i I I I I! ! I I 111 ·1:1· '' · ·-Ill II " Ii L!1-1-'\}\ £ I Iii ill I-6 -Ill~ ;;.ll·il"' '''"'1'·1~ -1 .. , '' . 11 1,1 11 ' 5 1 2 ,.. 3 V [/ 4 I lll:.~IAMI:.. \'l'll·l.Ml.;I: WROUGHT IRON FENCE SCALE: 1/2" • 1'-0' ELEVATION SECTION MASONRY SLUMP BLOCK WALL LEGEND 0 1" RD. TUBULAR STEEL FRAME @ 1/2" RD. TUBULAR STEEL PICKETS 4" o.c. 0 2" SELF CLOSING HINGES PER GATE 0 SELF CLOSING LATCH @ TUBULAR STEEL FENCE SEE ffi ® FOR FINISH SEE EB 0 2" RD. TUBULAR STEEL POST BOTH SIDES ® FINISH GRADE • 0 I '° 4 I ···-·-· 11 ~I 95% COMPACTED SUBGRADE CONCRETE FOOTING 7 -------l10 't, I ,.,., • "' 0 0 (b 121-------fl 0 • -+-+---410 111_ ~-~-...;•!...._..,--,-----1_11 G) GROUT CAP TO DRAIN @ 10X2X16 CMU CAP @ No, 3 REBAR IN BOND BEAM 0 No. 4 REBAR lffl16" O,C. @ 8X8X16 CMU GROUT FILL ALL CELLS @ STUCCO FINISH TO BE MATCH BUILDING (j) STUCCO SCREEN 1" ABOVE FINISH GRADE @ FINISH GRADE-SLOPE MIN. 2% FROM WALL @ 95¼ COMPACTED SUBGRADE @ CONCRETE FOOTING @ No. 4 REBAR CONTINUOUS IN FOOTING MIN. 3" CLEAR CROWN @ ELASTOMERIC WATERPROOF MEMBRANE @ 1 CUBIC FOOT OF 3/4" WASHED GRAVEL PER LINEAR FOOT OF PIPE, ALL SHALL BE BURRITO FABRIC @ 4" PERFORATED RIGID DRAIN LINE CENTER IN GRAVEL • 0 I .Lt) 0 LOCKABLE BOLT-ON LATCH 0 2X6 CAP 0 2X4 TOP RAIL(REAR) 1 X4 TOP RAIL (FRONT) 0 GALV, STEEL STRAP HINGES- r..\ HEAVY DUTY, SELF -CLOSING ~ 4X4 REDWOOD POST VARIES 3'-o" ' --tr--lr-"-"--i ""'--+n-'"-nfi ,r-,...,.,--..,.,.,.......,,-n 1X4 CEDAR BOARD 2X4 CROSS BRACE (REAR) 1 X4 BOTTOM RAIL (FRONT) 2X4 BOTTOM RAIL (REAR) FINISH GRADE @ CONCRETE FOOTING-CROWN TO DRAIN . ·----. '· ----- lo I 3 REINFORCED MASONRY 1. Concrete block units shall be medium weight and comply with ASTM (90, grad@ N. Provide deep-cut bond beam units. 2. Retaining walls and walls below grade shall be grouted solid. 3. All cells containing reinforcing shall be grouted solid. 4, Immediately after grouting, consolidate grout using mechanical vibrating equipment. Roding will not be accepted. 5. Mortar shall consist of one part Portland cement, 3 1/2 to 4 part sand based on dry loose volume, and not less than 1/4 part nor more than 1/2 part lime, 6. Grout shall be 2,000 PSI minimum. proportioned 1 cement, 3 sand, 2 pea gravel. 7. Reinforcing shall comply with ASTM A615, grade 40. Lap 40 diameters, 8. All stucco walls shall be water sealed with thirty (30) days of stucco color coat. All stucco shall match architecture in color and finish, except as noted. MET AL FENCING / GA TES 1. Fencing shall be seamless steel tubing, grade B, conforming to ASTM A501-81. Refer to plans for galvanized of powder coating. 2. Landscape Contractor shall secure all field measurements required for proper and adequate fabrication and installation. 3. Fencing and gates shall be fabricated and assembled in the shop to the greatest extent possible. 4. All welds and other connections exposed in the finished work shall be ground and dressed smooth and so that the shape and profile of the item welded is preserved, 5. Gates shall receive heavy-duty spring loaded hinge assemblies with self~latching hardware. MAXIMUM 3' TALL RETAINING WALL NTS G 3' WIDE WOOD GATE NTS 6. Refer to notes for finish. All surfaces may be prime coated with synthetic, rust- inhibiting primer or galvanized or powder coated. Final finish shall be electrostatically applied of two (2) coats of a lusterless alkyd enamel. See plan for color. 7. All gates shall be self-closing with steel stops. CD ® #3 REBAR 1!11 32" O.C. 6X8X16 MASONRY SLUMP STONE BLOCK GROUT FILL ALL CELLS W/ REBAR @ PAINTED FINISH TO MATCH ARCH. © FINISH GRADE @ COMPACTED SUBGRADE PER SOILS REPORT @ #3 REBAR CONTINUOUS CD ® 0 0 ® 5' PRODUCTION WALL W/ CAP STUCCO FINISH PILASTER W/ CAP ~ SEE B/X ENTRY MONUMENT WALL -SEE D/X LETTERING PER OWNER SIDEWALK ® No. 4 REBAR llll 16" O.C. 8. Pool gate will be fabricated to accept handicap-accessible hardware per code. 0 CONCRETE FOOTING ® COMPACTED SUB GRADE PER SOILS REPORT ® FINISH GRADE 1 25' 2 3 :r (j) ® CONCRETE FOOTING PILASTER W/ CAP - LOCATE AT PROPERTY LINES •. >·J;; ;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~ ····•PROJECT NAME___.· ~~__:::=.---ii-~ "' 4 9 SCALE: 1/2" , 1'-0" E ENTRY MONUMENT -- --. -- ,· '._'/ ),\ /; -) / ( ' (1 I I ) \ I I \/ \ 1') '1 I I; /)) / " ' .. - Ci) 2X6 CAP 0 1 X4 CEDAR BOARDS (TYP .) STAPLED TO RAILS 0 2X4 RAILS ON INSIDE OF FENCE TOP & BOTTOM 0 4X4 REDWOOD POST ca· -0" o.c. MAX, ® FINISH GRADE 0 CONCRETE FOOTING, CROWN TO DRAIN. 1 ) 2 I,., '1 \ \1j I \~I I I I \ , __ ' I I ELEVATION -, I-::-I I , NOTE: RAILS TO INSIDE ALONG PERIMETER FENCING. 12" DIA. SECTION ALTERNATE PANELS IN REAR YARD, • 0 I '° lo I ELEVATION WALL REVISION REVJ>,JON DRAWN DATE 4.22.9B DAT1' 7.10.9B It g· 1 l I k , 1 • • I PLAN VIEW SCALE: 1/2" , 1'-0" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. .. AS BUILT" RCE ____ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD I SHEETS I ---+----+---+----1 PLANNING DEPARTMENT 1 4 I----+---+---------. --·r-·· ·-···-•· -,-· --,---··c· ------,---t-----+----t-----, r---------------------, CONSTRUCTION DETAILS AND NOTES FOR: -------1----+--+----------------OCEAN BLUFF J.A. 8910 UNIVERSITY CENTER LANE ~PROVED -//-9 f' SUITE 580 ASSISTANT DATE APPROVED J.P. ---------------+-----+----i-------,------1 t.:.==::.:.:.."-"==-""==c'--,<'---------"''-"-!:--c W I ACCESS GATE F 5 ' HT w O O D FE NC E SAN DIEGO CAIJFORNIA 92122 OWN BY, --I PROJECT NO, DRAWING NO, . NTS 619 558 8977 DATE INmA!. DATE INITIA~ " • • • NTS • • CHKD BY, --3 ij ~ L----------------------------------------------------------------------~r~AX::_:61 ~ 9 ~.~ 5 : 58 ~_~ 9 ~ 188 :,. _ _,;~~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;!!;;::::=:::::::::::===R:EVl=s:10:N=D:E:s:c:R:1PT=10:N=====o:"H:E:R :APP:::RO\i!:AL=:=c1TY::/oP:P:R:o":AL:::RVW~□~ev:, :::~--~:::;:c;;. T:.;::9:3::;;0;9:=A;;;:;6:0=:3:L=:!.J C.M.W.D. 89-505 JOH NO. 97-57 DATE 12,24.97 DATE INITIA!. --·--····· .. , ....... Sf'AU:.: NTS ENGINEER Of WOR