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DWG 338-6L; SDP 93-06; La Terraza; 01-50
GENERAL NOTES RECLAIMED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES & REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DATED OCTOBER 1993. 2. ALL PUBLIC fACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC. SHALL BE PROTECTED FROM SPRAY BY RECLAIMED WATER. 3. NO PONDING, RUN-OFF OR OVER SPRAY IS PERMITTED. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. 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'S RULES AND REGULATIONS. * 8. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. 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. PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER WHETHER BY WIND BLOWN 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. CONTRP.CTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING ON ALL SIDEWALKS. STREET, AND PRIVATE LOTS. 12. OUICK COUPLING VALVES SHALL HAVE A SPECIAL COUPLE KEY PER CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT, 14. ALL IRRIGATION PIPE SHALL BE STENCILED, COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICTS RULE 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 A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE, THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A 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 LINE 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 AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES PRIOR TO ANY USE OF RECLAIMED WATER. 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL co~,FORM TO THE FOLLOWING: A QUICK-COUPLING VALVES SHALL BE 1 INCH NOMINAL SIZE NELSON #7645, WITH BRASS CONSTRUCTION AND A NORMAL WORKING PRESSURE OF 150 P.S.I. OR RAINBIRD #44 NP. B. IN ORDER TO PREVENT UNAUTHORIZED USE, THE VALVE SHALL BE OPERATED ONLY WITH A SPECIAL COUPLER KEV WITH AN ACME THREAD FOR OPENING ANO CLOSING THE VALVE. C. THE COVER SHALL BE PERMANENTLY ATTACHED TO THE QUICK- COUPLING VALVE. IT SHALL BE PURPLE RUBBER OR VINYL. D. LOCKING COVERS ABE REQUIRED. 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF HEAL TH SERVICES. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. *22. DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "DO NOT DRINK" ON THESE PLANS_ *23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING_ THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, 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 HEAL TH SERVICES ANO CARLSBAD MUNICIPAi. WATER DISTRICT. IN CASE OF EMERGENCY CONTACT ____ T=IM_K_R_U_E_R ___ o (619) 231-3637 (FILL IN) (NAME) (TEL. NO.) ORAFTERHOURSCONTACT TIM KRUER O (619) 231-3637 (FILL IN) (NAME) (TEL NO.) * ITEMS NO'S 8, 19, & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER. ITEM NO. 22 THE SIGNAGE PLAN SHALL BE A PART OF THIS 1.P, BUT THE ACTUAL SIGNS ANO TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF A.G. WATER. 24. SHOW ALL PUBLIC AND PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. L 1 r; BLACK LOGO / PURPLE BACKGROUND t--1" BLACK LETTERS 36" I , (SIZE) 12" X 36" " N.T.S. 7 WARNIN«;3,RE;CLAIMED WATER [)0 NOTDRINK RECLAIME·D WATER AVISO-AGUA IMPURA NOTOMAR .060 ABS PLASTIC OR 1,TICK-ON VINYL SIGNS ALS0,.016 ALUMINUM 1" BLACK LETTERS 2" BLACK LETTERS TYPICAL SIGNS IL RECLAIMED WATER SYSTEM (PRIVATE) (The Villas at El Camino Real) PARCEL 215-020-15 AND 215-020-01 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 8-1/2" X 11 • SIZED SIGN_ COLOR. PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR REC! AIMED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. ANO 6:00 A,M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON•SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE 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, (IE., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGAT:ON TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). 3. ADJUST SPRAY HEADS TO ELIMINATE OVERS PRAY ONTO Al'1EAS NOT UNDER THE CONTROL OF THE CUSTOMER FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS ANO 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 APPAF1ENT 5 EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECLAIMED WATER. PERSONNEL MUST BE INFORMED THAT R.C. WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, ANO IS NOT APPROVED FOR DRINKING PURPOSES, HAND, TOOL, WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY, IT IS IMPORTANT THIS INF OR MA TION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR, \VHO IS RESPONSIBLE FOR EDUCATING EACH AND E;VERY ONE OF YOUR EMPLOYEES, 6-OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON SITE FACILITIES. SUCH CHANGES \AUST BE SUBMITTED TO ANO 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. B. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR WITH THE WORDS, "WARNING REC! AIMED WATER, DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO-AGIIA IMPIIRA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT ANO BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, QB 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE- WRAP, QB 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. -ACCESS ROAD o ••••••RC•••• ••••••RC•• 0: . . ~~~ . : ~ NICOLIA d .... ::··!~. .... ij ............. : ............. ~~:1·:;;;;;-' ~ . RC ••••••RC ••••A • .. ••••• ROAD \? ~--·~·: ~ f!!,J--\-----l<W-----\--1<1J------1>wr~. __ _. -®· £ @ -~ ,--. &' NOTE: SOM!':· PORTIONS OF I P..P.l~ATION HAVE. e,E;E.N NOD/FfED ( /NSTAL/..ATtCN AND AM'. 51-iOWN DN A5eut;.T f'J..ANS. \, -"\ \ ® @QI \ LEGEND / • . KEY MAP SCALE 1"=100'-0" SHEET INDEX SHEET TITLE TITLE SHEET IRRIGATION NOTES IRRIGATION PLANS IRRIGATION DETAILS PLANTING NOTES PLANTING PLANS PLANTING DETAILS . LANDSCAPE DRAINAGE PLANS CONSTRUCTION PLANS CONSTRUCTION DETAILS AND NOTES MA~TERU~U~ESPLAN ...,.._ Cf'OI".. RE.~~= ol--li..:, 1 TO OCEANSIDE VICINITY MAP N.T.S NOTE: ALL LANDSCAPED AREAS SHALL BE IRRIGATED WITH RECLAIMED WATER WITH THE EXCEPTION OF THE AREA INSIDE THE POOL FENCE AT RECREATION AREA A • TO BE IRRIGATED WITH POTABLE WATER • SEE SHEET 7. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER •••••RC•••• PROPOSED RECLAIMED WATER SYSTEM SPRINKLER HEADS. PROPOSED GATE VALVE DECLARATIOr-J OF RESPONSIBLE CHARGE ' . . ' SHEET NUMBER 1 2-THROUGH 4 5 THROUGH11 12 THROUGH 13 14 THROUGH 15 16 THROUGH 24 25 26 THROUGH 34 35 THROUGH 43 44 THROUGH 49 CARLSBAD SITE \,i' COST A BLVD TO SAN DIEGO R C -CtS Q) cc 0 C ·-E ro (.) -LU -CtS u, ro --·-> cu .c t-- <t N <( cc cc LU I- <( ...J cc 0 LL en z <( EACH AUTOMATIC CONTROLLER AND IT'S 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. I HEREBY DECtARE THAT I AM. THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE ANO THAT THE D.ESIGN IS CONSISTENT WITH CURRENT STANDARDS" PROPOSED RECLAIMED WATER METER AND P.O.C. PROPOSED 'DO NOT DRINK' SIGN LOCATIONS IRRIGATION PLAN ,---------------~ ...J a.. 18" .. 1 WARNING RECLAIMED WA TEA '00 NOT JJRINK AVISO-AGUA IMPURA NOTOMAR 18"X18"SIZE , _ .01!1 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS. INSPECTION PROCEDURES 1. City Construct!on Inspection Sha111ocl11d•; A. Loca1ion of pipe lines. B. T tench depth. C. Required separation (Horizontally and Vertically). D. Pipe identification. (p.o.c.'s) Points of conneclions. E. Location and identification of sprinkler heads. F. Warning signs at the site and on the trucks hauling reclaimed water (if reclaimed water is used for construction). An approval letler regarding the inspection of the project shall be ob1a,ned from the city and the district, and be fo,warded to the county health department prior to linal inspection approval. 2. Disfrict Final Inspection Shaff loch1de- A. Coverage lest, after completion of lhe sprinkler system, to determine !he adequacy of coverage on the approved use area and protection ot 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, run-on. ana ponding. E. ReQulred protection of all residential areas. F. Required proleolion ol wells, streams, reservoirs, etc. G-Cross-connection_ 3. Anrn,al lnsoectio□ Shall lnclu~ A complete inspection which should cover part A and part B a·1d P;_~rt G o1 tl1e dif>irict':S fina ir.spection. I UN,DERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPEGIFICATIONS 8V THE CITY OF CARLSBAD AND THE SAN OtEGO COUNTY DEPARTMENT OF HEALTH SERVICES IS CONFINED TO A REVIEW00NL Y AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITl;CT OF WORK. OF M'( RESPONSIBILITIES FQR PRoJECT DESIGN. THESE PLANS HAVE BEEN"PREPMEO IN SUBSTANTIAL CONFORMANCE WlTH THE: APPROVED. LANDSCAPE CONCE?T PLAN, WATER CONSER- VATION PL N, F'lRE PROTE<;T!ON PLAN, AND ALL CONDJTIONSOF' APPROV. ELATE:D. !/'l. . SCAPING. BY: ---",?""'""-"'.Le..:'.,~"----"'--'-~:..........~-DATE //-f? -"f 1-: FIRM NAME & ADDRESS: GIi I ESPIE DESIGN GROUP INC 8910 UNIVERSITY CENTER LANE SUITE 580 SAN DIEGO CA 92122 PHONE NO'S 1619) 558-6977 FAX /619) 558-9188 REGISTRATION NO'S CA 1362 EXPIRATION DATES: APRIL 30, 1995 CARLSBAD MUNICIPAL WATER DISTRICT ~ ·../:_?/4,. -· WILLIAM E PlUMMER - DISTRICT ENGINEER R.C E. 28176 12· oz. 9-4 DATE SAN DIEGO COUNTY HEAL TH DEPARTMENT ~- APPROVED BY: ;,,,, ., -:, ~, DATE 11111111■11 --P--[f) PLANTING PLAN LANDSCAPE DRAINAGE PLAN CONSTRUCTION PLAN SHEET MATCHLINE PROPOSED POTABLE WATER SYSTEM REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER. CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION INFIELD. APPROVED BY E"J:,J~INEERING PL.ANtHECKER BUIL TH P.E. ---EXP. ____ _ REVIE\il'ED BY• INSPECTOR I r f':7 fr .DATE DATE DATE ...J <( cc ::, 1- (.) w 1--:::c: i-"_-1,,_-_1"'-+-"S-.s---+-'-.1o_0_o_A_sP..U_,~_, _"OT_'"·----------+--+---+1--z_1_--+----l ~ C ITP1N~fG D¥h~~N~AD ~ (.) a: <:t DATE INlllAI. ENQNEER OF WORK REVISIOf~ DESCRIPTION DA 1'E INlllAL DA TE 1Nll1AL DT!£R Al'f'IWYAL CITY APPROVAL PRIVATE (ONSITE) RECLAIMED WATER SYSTEM FOR: LA TERRAZA (Th~llas at I Camino Real) / PROJECT NO, -SOP 93-06 DATE DRA'MNC NO. 338-6L w a. <:t u en C z <1 ....J ' /4--: CMWD 93-503 ~ SECTION 000 IO -GENERAi,, CONDITIONS SHORT FORM PART 1 -GENERAL I. I. 1 . 1. I. L 1.2. .2 l.2, I. l.2.1.1. 1.2.2. DESCRIPTION All provisions of the "General Conditions of the Contractor 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 92 IO I. Under Article 4.18, I Indemnification of the General Conditions, delete the words "(other than the Work itself)". GF.Nf;;RAL PROVISIONS/DIVISION I GENERAL REOUIREMF.NTS SCOPE OF CONTRACT The following terms, conditi,;ns, and instructions, as well as the Landscape Architect"s plans and specifications, the Contractor's contract and shop drawings and any change orders and/or addendum's issued by Landscape Architect shall form the General Contract. JOB FILE 1.2.2.1. The Landscape Architect shall furnish the Contractor with all drawings, specifications, revisions ordered by the Landscare Architect, and change orders. The Contractor will furnish his contract, any shop drawings required and a work sheet on which he will note any deviation from the Contract not otherwise covered. The Contractor will keep a field set of drawings, updated weekly, upon which deviations are noted, work sheet, shop drawings and on the job at all times. l.2.3. PERMfTSANDSURVEYS 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 tbe 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 hcst skill and attention. When absent from the Joh, he shall appoint a surervisor carable of discussing minor matters with the Owner and Landscape Architect on the site. He shall carefully study and compare all drawings, specifications, and other instructions for the work. Any work indicated in a manner which would make it difficult to produce first class work, or any discrepancies or conflicts which appear hetween drawings and srecifications, or hetween specifications and local ordinances or restrictions, shall be referred to the Landscape Architect for interpretation or correction hefore proceeding with work. The Landscape Architect shall at his discretion refer interpretations of drawings, specifications, or continuity with local ordinances and restrictions to rhe Owner and/or Engineer. _L_1 . S. Cl·LA.NGE.<; 1.2.S I. No change from the General Contract shall he made without authorization from the Landscarc Architect. All such instructions shall be in writing on a "Change Order" form. Unless Contractor notifies Landscape Architect within forty-eight (48) hours upon receipt of a Change Order, such Order shall constitute a part of the General Contract. The Landscape Architect shall have authority to make minor changes. Any changes involving extra cost, or alteration of the overall appearance of the project shall he counter- signed hy the OwneL The Landscare Architect may instruct the Contractor to issue Change Orders for any addition, alteration, or deduction he wishes to make. The contract price shall he adjusted by equitahle agreement to cover such changes. lf" any instruction by Landscape Architect involves extra cost 10 rhe Contrac!Or, he shall give written notice to the Owner hefore proceeding with work. 1.2.6, HIDDEN OBSTACLES l .2.6.1. Prior to excavation into the soil, the Contractor shall locate all cahles, conduits, sewers, septic tanks, and such other utilities as are commonly encountered underground and he shall take proper rrecaution not to damage or disturh such improvements. If a conllict exists hetween such obstacles and the rrorosed work, he shall promrtly 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 he repaired or rerlaced at the Contractors expense. Contractors on the job shall carry the following insurance: (a) Worker's Compensation, (b) Puhlic 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 rollowing minimum liability insurance coverage during the contract period. COVERAGE Bodily Injury Property Damage $250,000 per Individual per Occurrence $100,000 rer Occurrence aggregate 1 2.7.2, The Contractor shall cause to he named as additional insured in such Contractor's Public Liahility. Contractor's Protective Liability and i\utomohile Liahility Insurance policies the rollowing· Gillcsric Design Group, Inc. 8910 University Center Lane Suite 580 San Diego, CA 92122 1.2.7.3. Contractor shall not cause this policy to be cancelled or permit it to lapse. and the insurance policy shall include a clause to the effect that the policy sh:111 not, at any time during the construction period, he cancelled or reduced, restricted or limited until 1·irteen ( 15) Jays after all additiunal 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 ar1s1ng out of his orerations or the operations or any of his subcontractors, material supplies, or agents. 1.2.8. SUBCONTRACTORS 1.2.8.1. The Contractor shall inform the Owner prior to start of work of the names or all Suhcontractors proposed, if any; and he shall not emrloy any to which the Owner may object as incomretcnt or unfit. Contractor agrees that he is fully responsihlc to the Owner for rhe acts or omissions of 2.9. 2 91. 1.2.10. 1.2.10.1. his Suhcontractors. Nothing contained in the General Contract slrnll create any contracturnl relation between the Owner and any Subcontractor. FINAL SITE REVIEW Upon comrlction of work, Contractor shall notify the Landscape Architect for final site review, at which time the Contractor shall he present. Any assumed or existing variance or omission shall be noted at this time. and the Contractor shall stipulatq. when ancl how he will rectify said variance. When these changes, if any. have been carried out and the areas of work cleaned, the joh shall he considered completed and the General Contract executed. RESPONSIBILITY FOR WORKMANSHIP Neither completion of the job nor rinal payment shall relieve the Contractors of rqsponsihi lity for guarantees stated in the Contract, or of responsir,ili1y for 1·aulty matcrinls or poor workmanship. The Contractors shall promptly remedy any defects which ocn1r during the g11arantec period as speciried in contract. Notice of observed defects will he forwarded to the Contractor hy the Owner in triplicate Contractor will return two (2) copies to the Owner, noting thereon what action was taken. All questions ansing under this article shall be decided hy the Owner. 1.2.11. COMPLIANCE WITH BUILDING CODES l .2.11. l. Whenever the term "Building Code" or "Code" is used on the drawings or in the specifications, the term means the following: I .2.11.1.1. Uniform Building Code -latest edition. 1.2.11.1.2. The Standard Specifications, Codes, and Regulations of the City of CarlshaJ. PART 2: SPECIAL CONDITIONS 2 I 2, I. I. 2.2. 2.2.1. 2.3. I. 2.4. 2.4. I 2.4.2, 2.4.3. 2.4.4. 2.4.5. 2.4.6. 2.4.7. 2.4.R. 2.5. 2.5.1, 2,6, 2.6. I. SAMPLES Contractor shall suhmit material samples to the Landscape Architect upon request or as called for in the Contract Documents. PRIME RESPONSIBILITY The Prime Landscape Contractor shall accept complete resronsihility for all Subcontractors and perform such work as coordination and supervision as may he required to complete the work; sui;h as scheduling, correcting errors and omissions, initiating change orders and hillings, normally assnciated with the function of Prime Contractor, to complete the scope of the work. LANDSCAPE ARCHITECT'S FUNCTION The Landscape Architect shall have ceneral landscape site review and direction of work under the Genernl Contract as related to interpretation of Contract Documents. He ,s agent of the Owner to the extent provided in the spet:il"ications and when in special instances he is authorized hy the Owner to act. As interpreter of the landscape construction drawings and specifications as may he necessary on occasion doring construction contract. he shall side neither with the Owner nor the Contractor, hut use his authority under the Contract to enforce its faithful performance. SPECIAL RESPONS!fl!UTIES The Contractor shall commence selection and verify the availahility of all necessary materials upon award of contract. ,:\ny deposits necessary to set aside materials (either hy Owner or by Contractor) shall be arranged hy the Contractor as soon as possihle. The Contractor qgrees, by suhmitting a bid, that this rroject will receive a high pnority on his work schedule, The only delays considered acceptable are those which can he proven to be beyond the control of the Contractor. The Contractor shall submit the name and hack&round experience of the rroroscd roreman of the job. The Contractor sh,L]l secure and pay for all required permits and fees lo comrlete work. All materials shall he of standarcl, approved, and first grade quality, and slrnll he in prime condition upon acceptance, Work slrnll be performed when weather conditions permit proper and satisfactory results. Lnndscape Architect retains option to require that Contrnctor receive a site nh..;ervatlon of et1ch operation and material rrior to, upon, and after incorporation into the work. CLEAN UP During progress of the work;. keep the premises rcasonahly free or all debris and waste materials resulting from the work. All dehris, tools. equipment, and ruhhish shall he removed from the site on comrlet1on and hefore final acceptance of the work. Dchris and rubbish shall he disposed of off-site at a legal and approved d1imp site. GENERAL CONTRACTOR'S GCARANTEE The Contractor shall unconditionally guarantee all work performed and materials ,ind equipment rurnished under the Contract against defects in materials and workmnnship ror a period of one year from the dntc or final acceptance by the Owner and City of the completed work, except where noted in these specifications. DA TE INtnAl. DA TE INITIAL DA TE: INITIAL OTHER APPROVAL ClTY APPROVAl. APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" I P.E. __ EXP. ____ _ DATE REVIE\JED BY, DRA'MNG NO. 338-6L CMWD 93-503 ------------------~--------------------------c-----------------------·------------------------------------------------------------------------------, SECTION 02810-UNDERGROUND IRRIGATION SYSTEM PART I -GENERAL I . I. I. I . I. 1.2. I . 2. I . 1.2.2. 1.2.3 I. 3. I. 3. I. 1.4, I .4 I , 1.4,2. I .4.3. l.4.4. 1.4 'i. I S I _ 1.5.2. RELATED DOCUMENTS: Drawings and general prov1s1ons of Contract. including General and Supplementary Conditions and Division I Specifications sections, apply to work cf this section. DESCRWfION OF WORK: The work consist~ of fwnishing labor, tools, machinery, materials, and processes required to complete the spnnkler irrigation system descrihed herein and shown on the drawings. The intent of the drawings and specifications is to indicate and specify a complete sprinkler system, installed ready for use without further cost in labor or materials to the Owner. All work shall be performed per CMWD specifications. QUALITY ASSlffiANCE: Subcontract work to a single firm specializing in irrigation work. Contractor shall possess all licenses and permits required to perform the work of this contract including a C- 27 landscaping licenses. SUBMITTALS: The Contractor shall furnish the articles, equipment, materials or processes spec,ified by name 111 the drawings and specifications. No substitution will he allowed without prior written approval by the Landscape Architect, or the Owner's authorized representative. The Contractor shall submit to the Landscape Architect catalog data and full descriptive literature for approval of items different than those specified. Equipment or materials installed or furnished without the prior approval of the Landscape Architect may be rejected and the Contractor required to remove such materials from the site at his own expense. Approval of any item, alternate or suhstitute, indicates only that the product(s) apparently meet the requirements of the drawings and specifications on the hasis of the information or samples suhmitted. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranty shall only suprlement the guarantee. Furnish guarantee rn accordance with the General Conditions, for a period of one (I) year from the date of final acceptance -at the conclusion of the Maintenance Period -on complete water irrigation system, including nonsettling of the backfill in trenches which, if occurs, shall he corrected, including repairs and/or replacement of any material damaged thereby or therefrom. Manufacturer's warranties shall not relieve the Contrqctor or his liability under the guarantee. Such warranty shall only · Strpplement the guarantee. PART 2 -PRODUCTS 2 I 2. I. I. 2. I . I . I . 2.1.1.2. 2.1.2. MATERIALS: Pressure Pipe: Comply with following: PVC Plastic Pressure Lines: For piping upstream of remote control valves and quick couplers. All two (2) inches and larger shall he Alertline Class 315 Polyvinyl Chloride (PVC) or approved equa I. A II one and one-ha! f ( 1-1 /2) inches and smaller shall he Alertline Type I, Grade 2, designated as PVC 1220, Schedule 40. All pipe shall be purple in color. Non-pressure Pipe: (downstream from remote control valves): Comply with following: Plastic Non-Pressure Lines: For piping downstream of remote control valves, Type I, Grade 2 (lmpact Modified), as designated as PVC I 220, Class 200, (SDR2 I), conforming to Commercial Standards CS256-63. , Alertline or approved e_quah All pipe shall be purple in color 2.1.3. Identification: Y.urnish plastic pipe continuously and permanently marked w1lh following information: Mnnufacturer's 1rnmc or trade mark, size, class and type of pipe, working pressure at 73.4 degrees F .. and National Sanitation Foundation (NSY.) rating. 2.7. 2.7. I CONCRETE THRUST BLOCK AND SUPPORTS· Concrete thrust blocks shall be required on mainlines of 3" and larger diameter AJI pipe shall have stenciling appearing on both sides of 1he pipe "RECLAIMED WATER" in %" letters repeated every 12 inches. with the marking 2 ·7 ·2 All concrete shall be 2,000 psi minimum compressive strength at twenty-eight (28) days, 5 sack mix, tool finished on exp<Jsed surfaces. 2.1.4. Rrass Pipe: flrass pipe shall be !PS Srnndaril weight 125 pounds, 85% red brass. 2.2. FITTfNGS AND CONNECTIONS: 2.2. l. 2.2.J. 2.2.4. 2,2,5, Polvvinyl Chloride Pipe Pittings nnd Connections: PVC type II, Grade I, Schedule 40, high impact. molded fittings, manufactured from virgin compounds as specified for piping tapered socket or molded thread type, suitable for either solvent weld or screwed connections. Machine threaded fittings and plastic saddle and flange fittings are not acceptahle. Furnish fittings permanently marked with following information: Nominal pipe size, type and schedule of' material, and National Sanitation Fnundation (NSF) seal of approval. PVC fitting shall conform to ASTM D24o4 and 02406 Hrass Pipe Fittings pnd Connections: Standard I 25 pound class 85%, red hrnss fittings and connections. For copper tuhing. ANSI B 16.22 wrought coprer or cast brass, recessed solder joint type f'ittings. Solvent cements shall comply with ASTM D2564. Socket joints shall he made per recommended procedures for joining PVC plastic pipe and fittings with PVC solvent cement by the pipe and fitting manufacturer and procedures outlined in the Appendix of AST\1 02564. Thread luhricant shall be teflon rihhon-type, or approved equal, suitable for threaded installations as per manufacturer's recommendations. ~2~·=3~. ___ V~A=L~V~E=S: Manufacturer's standard, of type and size indicated, and as follows: 2.3.1. 2 3 2. 2.1,3 2.3.3.1. 2.1.4. 2.3.4. I. 2,4. 2 .4. I. 2' 'i' 2.5, I. 2.6. 2.o I 2.6 2 Remote control valves shall he Rainhird, PEB-PRS series. Valve shall he opernhle manually without electricity. The valve shall have a pressure regulating module capable or regulating outlet pressure hctween l 5 and 100 P.S.L (+ 5 P.S.L). Module shall have an adjusting screw for setting pressure and a Schrader valve connection for monitoring pressure. Pressure regulator shall he adjusted at each valve for rrorer downstream pressure required. • Master control valve shall he Griswold GP-series, size as indicated on drawings. Quick coupler valves shall he I" size: Brass and as specified on the drawings. Quick coupler key shall he of hrass/hronze with a hose hihh assembly Supply two (2) hose hihh asscmhlics. Rall and Gate Valves: As specified in plans. BACKY.LOW PREVENTER ASSEMRLY: Backflow preventers shall he hrass, hronze, or epoxy coated cast iron bodies with all hronzc or stainless steel trim and all moving parts of non-corrosive materials, :ind shall completely and positively prevent back-siphoning of water. The hackriow preventer assembly shall include inlet and discharge shutoff gate valves with all risers, connectors, and appurtences of Class I red hrass pipe, conl·orming to \VW-l'-351, and red hrns, fittings with pressure rating I conforming to WW-P-460. Backflow preventers shnll be of the tyre and Sile designated on the drawings. SPRINKLER HEADS: Sprinkler heads shall he of the types and sizes with diameter (or radius)_ of throw, pressure. nolzle discharge and/or other designations indicated on the drawings. All sprinkler heads of the same type and size shall he of the same manufacturer. VALVE BOXES: For remote control valves: IO" x 19" nom. rlastic valve hox. For hall valve: 8-3/4" diameter plastic valve hox. 2.8. /\UTOMATlC CONTROL SYSTEM: ~2~.8~-~l~·--~G~e~n~e~r~a~l: Furnish low voltage system manufactured 2.8.2. 2.8.2.1. 2.8.2.2. 2.8.2.3. expressly for control of automatic circuit valves of underground irrigation systems. Provide unit of capacity to suit numhcr of circuits as indicated. Automatic Controller: Controller shall he furnished and installed complete with all electrical connections, ready for orcration. Controller shall he the latest model of the particular manufacturer supplied. Unit shall have an in rut of I I 0/120 volt, 60 cycle, he comrlctcly automatic and shall function optionally with or without the clock. Unit shall have a secondary output of 24/2~ volt. 60 cycle. 2.8.2.4. Any station may he repealed independently in any 24 hours. 2.8.2.5. Stations shall be adjustable to I minute to 59 minutes. 2.8.2.6. Mechanism shall be housed in a sturdy, vandal-proof enclosure, manufactured of 14 gauge steel, or case aluminium; furnished for maximum protection, as called for on the drnwings (size as required). 2.9. AUTOMATIC CONTROL WIRE: 2.9. I. Electric wiring runs from Controller to the automatic control valves shall he solid, single conductor, copperwire, 4/64 in. insulation, 4/64 in. neoprene jacket, Style DB (Direct Rurial) or equal, color code wires to each valve, common wire shall he black. (Except as noted on Drawings for city standard requirements). Wires shall conform to federal specification JC-10. 2.10. DRlP IRR!GATlON EMITTERS 2. 10.1, The emitter shall have a 1/2 inch female national pipe thread (FNPT) inlet for connecting lo the piping system. 2,102 The emitter shall he a pressure compensatin~ type capahlc of having a discharge rate from I to 6 gallons per hour, with only one outlet open initially and the provision for adding additional outlets by clipping off the outlet tips of the five rotential openings for a total of 6 gallons per hour to optimize the flow in relationship to the growth of the plant. 2, I 0.3 2. 10.4. 2. I 0.5. The emitter shall operate within a pressure ran~c of 15-60 p.s.1. The emitter hodv shall be constructed of durahle heat- resistant acetal plastic (UV resistant). The now regulating diaphragm shall he of silicone rubber. The emitter shall he capahle of operating with 200 mesh filtration. ~2~•Ll ~0L.6~. -~P~r~o~d~\~1=c=1s~: The emitter shall he as specified in plans. 2 I l. 2. I I I • CHECK VAL YES Provide check valves and/or anti-drain valves shall he required to prevent drainage of irrigation water from sprinkler system due to changes in elevation. PART '.l -EXECUTION '.l. I. J I, I 3. I. 2. SYSTEM DESIGN: All scaled dimensions pre ap·p,roxim;ite. The Contrnctor shall check and venfy all dimensions on the site prior to proceeding with work under this Contract. The Contractor shall locate and mark all existing utilities such as power, telephone, domestic water, w,ller, and tile drains. Extreme care shall be taken by the Contractor when excavating or working in these areas and coordination and cooperation between the Owner's representative and the Contractor is required as the work progress to the area. Contractor shall give 24 hours notice to representative a-. work progresses Lo underground utility areas. Contractor shall he responsihle for damage to any utilities. 3.1.1. 31.4 3.1.5. 3. I .6. 3. l .7. 3. I. R. 3. I. 9. 3.1.10. J.2. Should utilities not located or marked he fmug! during excavation, the Conlrnetor shall prnmptly notify the Owner and shall discontinue with work in the area, except necessary emergency work, to repair or prevent Jamagc until instructions are given to the Contractor hy the Owner's rq1resentative. Y.ailure to notify the Owner of discovery of such utilities or damage thereto will result in the Contractor being liahle for any and all damage caused to the utilities as a result of his actions. The Contractor shall, before starting work on the sprinkler system, carefully note all finish grades in order to satisfy himself that he may proceed with the work, and to restore finish grades to original contours before completion. The instalbtion of ;Ill sprinkler materials, including pire,. shall he coordinated with the landscape drawings to avoid interfering with the trees, shrubs, or other plcnting. Lay out sprinkler heads and make any minor adjustments required due to difference between site and drnwings. Any such deviations in layout shall he within the intent of the original drawings, and without additional cost to the Owner. When directed by the Owner, the layout shall he approved before instnllntion. Do not willfully install the sprinkler system as indicated on the drawing when 1t is ohvious in the field that previously unknown obstructions or grade differences exist. that might not have been considered in the engineering. Such obstructions or differences should he brought to the attention of the Landscape Architect. Water Supply: The Contractor shall connect to the water source as indicated on the drawings. The Contractor shall verify static pressure as stated on the plans prior to beginning work. If static pressure or point of connection differ from that shown on the plans, the Contractor will promptly notify Landscape Architect before starting wnrk. Workmanship and Procedure: The routing or the pressure supply lines as indicated on the drnwings is diagrammatic. Locate all pressure surply lines in planting areas. Cross perpendicular under pavement in a sleeve as described in these srecifications. INSTALLATION: ~J~.2= __ 1 ____ -G_,~e~n~e~r~al: Unless otherwise indicated, comply with requirements of Uniform Plumhing Code. 3.2. l. I. 3.2.1.2. 3. 2. I. 2. I. 3.2. l .2.2. 3.2.1.3. 3 2.1.4_ 3.2.1.5. 3.2.1.6. 3.2 2. 3.2.2.1. Excavation of Trenches: Excavate trenches, prepare suhgrade, and backfill to line and grade with sufficient room for pipe fittings, testing and inspecting operations. Do not hackfill until the pipe system has been subjected to a hydrostatic test as specified. Depth of Trench: Polyvinyl Chloride Pressure Line .......... 18" min. Polyvinyl Chloride Non°Pressure Linc 24" min. Suhsoil shall he free of all rocks over one (I) inch diameter, dehris, and litter prior to use as backfill. Repair any leaks and replace all defective r,ipe or fittings until lines meet test requirements. Do not cover any lines until they have heen checked and approved for tightness, quality of workmanship and materials. Backfill trenches, after approval of piping, with suitahle :111d approved material, tamping soil around pipe and thoroughly compacting all trench fills until 90% compaction has been achieved. Rackfill material shall he an approved soil, free from rocks and clods. Provide hackfill ,1nder, around and ahove top of ripe for PVC pla,tic pipe and hrass p1pmg. Installation of Polyvinyl Chloride Pipe: Because of the nature of plastic pipe and fittings, exercise caution in handling, loading and storing, to avoid damage. 0-" TE INITIAL ENGINEER Of WORK REVISION DESCRIPTlON 3.2.2.2. 1.2.2.3. 3.2.2.4. 3.2.2.5, 3.2.2.6, The ripe and fittings shall he stored under cover until using, and shall be transported in a vehicle with a bed long enough to allow the length of pipe to lay flat so as not he subjected to undue bending or concentrated external load at any point. Any pipe that has been dented or damaged shall he discarded unless .such dent or damaged section is cut out and pipe rejoined with a coupling. Trench depth shall be as specified above from the finish grade to the top of the pipe. The hottom of the trench shall be free of rocks, clods, and other sharp-edged objects. Pipe ends and fittings shall he wiped with "MEK" primer, or approved equal, before welding solvent is applied. Weldccl joints shall he given a minimum of 15 minutes to set before moving or handling. All field cuts shall he hevelled to remove burrs ancl excess material heforc fitting and gluing together. Pipe shall he snaked from side-to-side of trench bottom to allow for expansion and contraction. Center load pipe with small amount arching and slipping under pressure. for site ohservation during testing. of backfill to preverit Leave joints exposed 3.2.2.8. No water shall he permitted in the pire until site observation has been completed and a period of at least 24 . hours has elapsed for solvent weld setting and cunng. 3.2.2.9. Plastic to metal joints shall be made with plastic male adaptess, metal nipple hand tightened, plus one turn with ,1 strap wrench. 3.2.2. I 0. Plastic to Plastic Joints: Solvent.-weld, using solvent recommended hy pire manufacturer only. 3.2.2.11. Solvent-Weld Joints: Assemble per manufacturer's rcco m mcnd,it ions. 3.2.1. Installation of Metal Pipe: 3.2.1. I. Cut brass piping hy power hacksaw, circular cutting machine using an abrasive wheel, or hand hacksaw. Cut no piping with metallic wheel cutter of any description. Ream and remove rough edges of hurrs so smooth and unobstructed flow is obtained. 3.2.3.2. Carefully and smoothly place thread luhricant on male thread only. Tighten screwed joints with tongs or wrenches. Caulking is not permitted. 3.2.4. Remote Control Wirin!)'· 3.2.4.1. Direct Burial Control Wire Sizes: As shown and specified herein before. !Note: Landscape contractor shall provide and iinstall all signage required by the Carlsbad Municipal Water District -see General Notes, Reclaimed Water Notes and Signage Notes on Sheet 1, Title Sheet. APPROVED FOR PLANTING & IRRIGATION ONLY, OA'IE INITIAL O,.TE INITIAL □TI-tER APPROVAL ct TY Al'PROV AL I INCLUDING PRECISE LOCATION OF PLANTING AREAS II AS BUIL T11 P.E. ---~ EXP. ____ _ DATE REVIEVED BY1 I SHE3ET I CITY OF CARLSBAD PLANNtNG DEPARTMENT IRRIGATION NOTES FOR: THE VILLAS AT EL CAMINO REAL " OWN BY: CHKD SY: ---RVVD ·BY• nr PROJECT NO. SOP 93-06 /-23.,,-5 DATE DRA'MNG NO. 338-6L CMWD 93-503 3.2.4.2. Provide one control wire and one common ground wire to service each valve in system. Provide 4 foor minimum expansion loop at each valve to permit removal and maintenance of valves. 3.2.4.J. Install control wires at least 12" below finish grade and minimum of 4" from any pipe or fittings except at terminal points. 3.2.4.4. Install control wires and irrigation piping in common trenches wherever possible. 3.2.4.5. In case of damage to any common or control wire, contractor is to run an extra common and cnntrol wire on each leg of mainline from the farthcct remote control valve back to the Cllnlroller. · 3.2.4.6. Control Wire Splices: Allow only on runs of more than '.\00.feet, splices as follows: 3.2.4.ti. I. Strip off minimum of 2-1/2" or insulation from each wire. 3.2.4.6.2. Twist on Scotchlok electrical spnng connector, minimum four complete turns. 3.2.4 .6.3. Seal connector in epoxy resin. J.2.4.6.4. Tape completed splice with Scotch 33 electrical tnpe. 3.2.4.7. Numhering and Tagging· Identify direct hurial control wires from automatic valves to terminal strips of controller at terminal strip hy tagging wire with numher ot· 3,2,5, 3.2.5.1. 3.2.5.2. 3.2.5.3. 3 2.5.4. 3.2.5.5. 3 :,> 6, 3.2.6.1. 3.2.7. 3.2.7.1. 3 2.8. 3.2.8.1. J.2.8.2. 1.2.9. 3.2.9.1. 1.2. I 0. connected valves. Automatic Sprinkler Controller: Automatic Controller shall be installed as shown ancl as directed. Controller shall be tested with complete electrical connections. The Contractor shall be responsible for temporary power to the Controller for operation and testing purposes. Connections to control wmng shall he made within automatic controller enclosure. All wire shall follow the pressure main insofar as possible. Electrical wiring shall he in a rigid PVC plastic conduit from controller to electncal outlet. The Electrical Contractor shall he responsible for installing all wiring to the suh- panels, clocks, or elsewhere as required, in order to complete this installation. A disconnect switch shall he included. Controllers shall have a master switch. It shall he possihle to operate each valve manually independent or the clock or any other valve. Contractor shall supply and install battery in controller to prevent loss of program. Remote Control Va)ves: Install remote control valves in shrub areas, 1n locations approximately as shown on the drawings, with a cover of 8 inches mm1mum over top of flow control stem. Install a union type connection. Fit with plastic valve hox and cover. Valve Box: Install valve boxes as shown' on detail. Install no more than one valve per box. Sprinkler Heads· All sprinkler heads shall be installed as per details shown. Nozzle size of all heads shall he adjusted to suit any particular conditions of the area. This shall he done after \.he system has heen thoroughly tested, immediately after written notification by the Landscape Architect to do so. Ouick Coupler Assembly: Install all quick couplers as indicated on drawings and as directed. Set all valves plumb and true to finish grade and a maximum of 12 inches from paving, walks, headers or curbs, and as shown on plans and as directed. Rall and Gate Valves: 3.2.10.1. Install approximately where shown and as detailed. Fit with plastic valve box ancl cover. 3.2.11. llackflow Preventer: 3.2.11.1. Backflow preventer assembly shall he installeg, in accordance with manufacturer"s specifications. located and as directed on drawings, and shall conform· to all applicable code and ordinance requirements. 1.2.1 1.2. Exact location and positioning shall he verified on the site. 3 4.3. Valve box covers shall he heat engraved with valve number and corresponding numbers shall be shown on the record drawing.:.. 3,2, 12. Thrust Blocks and Footings: 3.2.12.1. Thrust blocks and footings shall he placed on ninety- pcrccm (90%,) minimum compacted or undisturhcd 3 4.4 All remote control valves shut-off valves, quick coupler valves shall he located hy me:isured dimensions. Dimensions shall he given to permanent objects and shall be to the nearest one-ha If foot. suhgrade. Construct to shapes specified and parallel lo walkways. Tool finish exposed surface. 1.2.13. Flushing of Systems: 3.2.13.1. After· piping and risers arc in place, hut prior to the insta!L11ion or the sprinkler heads, a full head of water shall he used to flmh out the system. After system is thoroughly flushed, cap all risers. 1.211 2. Connection to Main· Connect to existing service line in location indicated. 3.2. l J.3. Dielectric Protection: Use dielectric fittings at connection where pipes of dissimilar metal arc join,~d. 3.2 14. Testinz_; On the inside surface of the cover of each Automatic Control !er prepare and mount a color-coded chart showing the valves, mainline, and sprinkler heads serviced hy that particular Con1rnller. i\11 valves shall he numbered to match the operation schedule and the drawings.· Only those areas controlled by that Controller shall be shown. This chart shall he a plot plan. entire or partial, showing building, walks, road, aml walls. A photostalic print of this plan, reduced as necessary and legible in all de1.iils, shall be m:1de to a size that will fit into the Controller cover. This print shall he arprovcd hy the Architect and shall he hcrmetic:1lly sealed hy rlaslic. This plan shall then he secured to the hack of the enclosure door. 3.4.6. Immediately upon the installation of any buried pipe or equipment, the Contractor shall indicate on the drawings the locations of said equipment. Dimensions shall be given from permanent objects such :is bui I dings, sidewalks, curbs and driveways. J 2.14.1 General· Notify Architect/Engineer in writing when testing will he conducted. Conduct tests in presence of Architect/Engineer and City Landscape Architect. 3.2.14.2. Pressure Test 3 2.14.21. All rressurc lines shall he tested under hydrostatic pressure of 125 lhs. rer square inch and all nonprcssure lines shall be tested under the existing static pressure and both he proven watertight. (Contractor to supply 3 2. 14.2.2. all equipment needed for testing.) Pressure shall four hours. and the test watertight. he sustained in the lines for not less than If leaks develop, the joints shall he replaced repeated until the ent1re s_ystem is proven 3.5. 3 .5. I 3.2.14.2.3. Tests shall be observed and apprlived by the City Landscape Architect, as well as the Landscape Archtiect and/or Owner prior to backfill. Bacfilling trenches prior to inspection will not be allowed, and all prematurely filled trenches shall he suhJect to 3.2. 14.3. 32144. 3.2.14.5. 3,3, 3 .3. I. 3.3.2.1. 3.3.2.J. 3.3.2.4. 3 .4.1. reopening as directed by the Landsc,1pe Architect. Coverage Testing: Perform operational testing al'ter• hydrosrntic testing is completed. hackf'ill is in place, and sprinkler l1cads nrljusted to final position After completion of landscape work, carefully adjust heads so they will he flush with lawn are.is or not more than I /2" a hove finish grade in groundcover area. Install check valves where needed to prevent low head drainage. or as required by the City Landscape Architect. SITE OBSERVATION VISITS BY Tl IE ARCI!ITECT: In all cases where site observation visits of the irrigation system work is required and/or where portions of the work arc specifieJ to be performed under the direction and/or site observation of the Arcl1itect or his representative, the Contrnctor shall notify the Architect at least three (3) working clays tn advance of the time such sile ohscrvation and/or direction is required. Site ohservation will he required for the followinc parts of the work: Upon when tests. and installation and testing of matn lines and laternl lines; pipes arc laid and arc to he submitted to pressure Do not cover any lines until they have heen checked approved. _ Upon installation and testing of valves, quick couplers, devices, automatic controllers, and control valves and wire~. When the sprinkler system is completed prior to planting, the Contrauor, 111 the presence of the Landscape Archtiect and City Landscape Architect. shall perform a coverage test to determine if the coverage of wate1· afforded the lawn and plantmg areas is complete and adequate. The Contractor shall furnish all materials and perform all work required to correct :111y inadequacies. Final site. ohscrvation visit hy 1hc Architect and performance lest shall he at the same lime as the final site ohservation of the specified landscape rn,1intenar1cc period work RECORD DRAWINGS: flcfore final ,1£_ccntance of work, the Contractor shall submit to the City 1'01· approval a record set of drawings showing the sprinkler system work. Upon approval by the City, the l:mdSc:apc ;ir(:httcct shall transfer teh information onlo the City"s set of mylars. Any chan£eS in location of items or tyni;: of installations from that shown on drawings shall be so indicated on the record drawings. Maintenance: lrri£ation contractor shall maintain the system for a period of sixty (Ml) dnys .ind shall water as necessary to maintain vigorous growth of plant material. See irrigation maintenance notes, sheet NOTE: WALL-MOUNT CONTROLLERS'B',t;','O', &'E'ON BACK OF MAILBOX ENCLOSURE STRUCTURES. (POWER FROM NEAREST BUILDING PANEL). CONTROLLER 'A' SHALL BE WALL-MOUNTED ON EXTERIOR WALL OF RECREATION BUILDING ELECTRIC ROOM WHERE SHOWN ON PLAN (PO~E.I>.. $\.\AU-13~ SUPl°Lte:.p TD f'.O.C. ·-~ ·p..y =1-. ·" , ur-t-t •nt...tr.:. ·co• , r-,.c11:>f'.., A:\ PVC potabk ':ater piping installed within the same project limits as the private reclaimed water ;o,pmg shall be installed in accordance wilh the uniform plumbing code and all othe~ local governing codes, rules and regulations. The pipe shall be continuously and permanently marked with the manufacturer's name or trademark, r.ominal size, and schedule or c'ass ie1dicating the pr~ssure rating. In addition, ail PVC potable water pi;img shall be blJe or shall be white with blue stenciling appearing on both sides of the pipe with the marking "POTABLE WATER" in %" letters repeated every 12 ·inches, and blue tape 1dent1fymg 1t as a potable wa!er line and stating "CA'JTJON: WATER Lll\E BURIED BELOW'. WARNING TAPE The r'':,stic warr.ing tepe shall be prepared with silver pri~ting on a purple 6eld having the words, CAUTION: RECLAIMED WATER LINE BELOW". The overalJ width shall be 3 inches, Warning (caution) tape shall be as manufactured by Thor Enterprises. Inc., P.O. Box 450 Sun Prairie, Wisconsin, 53590, (Phone: (608) 837-7197). ' Wa,ning tapes sr.a\l be installed directly on top of the pipe \ongitudinallv and shall be cen:ered The warning tape shall be installed continuously for the ent.ire len.gth of the pipe and shall be fastened to each pipe length by plastic tape banded around the pipe with fastenecs no more than 5 feet aparL Taping attach.ed to the sections of pipe before laying 10 the_ trenc\; shall have fla;is sufficient for continuous coverage. ·AJJ risers between the mamline and control valves shall be installed with warning tape. A second warning t2.pe cuornng ccnt1nuously above pipi~g to be ir:stalled 12 inches above rieclaimed water line. -Of.'.PAl?J-.IIOI-J t,t;fl,JE.1'5.N WATE.1<1.. t,t'.i<Jf.f!;.. Rf,C LAlt--lE.D WAieta.. 1--INE.<::> AND orHcR-U"-IDE.R.Gt~U~D Ui\Llile'i:> HOta:-IZ:ONi,A,,\.. ~D Vl:.lct'lc..b.l--,;:;;,e?A.\'?ATION HoY1WY1-tbl a.-0 ve.r+k.at """-'\"""-l-'8+1M o.f w~e.-, Yeclaimd W6+e.v .Mid ~.w rnar11,., ~l--ii,ll ooheve, -h, 4>t3t"-' "'~ Ca!Hornia l)e.pt. of W-ealtn ~v,u,,;, '0Vi-l-V1~ .fov il'\v Sq,,,<.-s-t,,;v1 o-P Wl'>u.v Me,.-., e>"cl 6s..-.ifB"'f ~W<'k .... " <')~or1U>Yrti<! ';:lrfxo·a.+10V1: ien C\o') +,,ot ,..,,·1vi,·VV1vm ~.._t,0V1 ktwll--"\ W<C1.tu, ,;,e..vJU sl'\d r"-C-le>1V>1.e.d wa.te.v mo.in.-, ";>V\'"-11 \::,~ w.aL°n-ts,11e,:l. t>-vi'\ "-'F,I "'lOit\)6\-t!bt,, V"<4<l!0!1"lr\"i l,w-';;> =~v-a+,ovi Will requ(vv o,~ic-t "'Pl""o""'I, b) Vetl'fi::.,_( ~P:3V<\t101A--/'IJ,e.,lvi,:. GI"?,") 1ndie.to rni"'tVYltJvvt ne.po.va+,i:m bcl-wu.vi ~ah..-) "Xwev 1:1 Vld V-ec..\tH°IMed wa.+.e.v ohall b~ l"flll.LJl\.t..,,nec! a-t g.\l c .-o,;,? 1 r."\0; C\ t I c.ro-1 VlqE> "::>l'I o '-'Id be a-t "'lo' <t""')I<!<':> h,,v, z:o111.-tf!.ll'1- Norw.a.ll '1, wo. te-v, ~wu ti-r>d. v~clz,(v,,,ed wo.-te.v <;,ho,.ll ~ lo=.+~ ve-.-+,call'{ .f'v-0VV1 +hi,:. ,,;,t-v-u.t"" ../!1vi,i,-h "",Vt'.o.4-,wv-f',._,:.e, 1i--\+h,-, 0~ o-t' +vi-e.. 1t114l-ie..v_ 9uo..li+y I i.e.-, W<'-~ ,:,l'lo.11 be. o.b:,ve, re.d1:1ivvie.d 1 .-ecia1W1ed o.bt>v~ ,0A,11 tar~ .&et.Vex. MAINTENANCE AND OPERATIONAL IRRIGATION NOTES IT IS THE OWNER'S RESPONSIBILITY TO SUPPLY THESE PLANS. WITH T.HE FOLLOWING NOTES AND SPECIFICATIONS ALONG WITH CONTRACTOR DRAWN "AS-BUil T' PLANS TO ANY AND ALL FUTURE OWNERS, MAINTENANCE COMPANIES AND HOMEOWNERS ASSOCIATIONS 1 . THE PURPOSE OF THIS SPRINKLER SYSTEM IS TO PROVIDE ONL y SUFFICIENT WATER TO MAINTAIN PLANT LIFE DURING DRY WEATHER CONDITIONS OR SUMMER SEASONS TIME Cl.OCKS SHALL BE READJUSTED CONTINUOUSLY THROUGHOUT THE SEASON ON A WEEKLY BASIS IF NECESSARY, TO PROVIDE WATER ONL y WHEN THE SOIL IS . DRY AT A DEPTH OF 4" THE FIRST INITIAL GROWi.NG SEASON AND 6" THE FOLLOWING YEARS. IF THE GROUND IS MOIST EITHER AT THE SURFAi:;1;: OR A DEPTH OF 4" (DURING THE FIRST YEAR AFTER INITIAL. PLANT ESTABLISHMENT) OR IS MOIST AT A DEPTH OF 6" THEREAFTER. SHUT THE TIME CLOCKS OFF AND DO NOT APPLY ADDITIONAL WATER UNTIL SOIL HAS BE;EN ALLOWED TO DRY. READJUST TIME CLOCK PRIOR TO TURNING VALVES BACK ON. IF RAIN IS FORECAST OR IS IMMINENT. ALL IRRIGATION SYSTEMS SHALL BE SHUT-OFF AND NOT REACTIVATED UNTIL THE SOIL HAS DRIED TO THE ABOVE DEPTHS. 2 IF ANY SUBSURFACE DRAINAGI=, OR RUN-OFF IS VISIBLE AT LOW AREAS, ACROSS SIDEWALKS. OR AT LOWER PORTIONS OF SLOPES IMMEDIATELY SHUT THE VALVES OFF TO ALLOW THE AREA TO COMPLETELY DRY OUT, IFTHIS CONDITION CONTINUES AFTEcR SUBSEQUENT WATERING, A QUALIFIED GEOLOGIST OR GEOTECHNICAL ENGINEER MUST BE RETAINED TO PROVIDE RECOMMENDATIONS TO EUMINATE SUBSURFACE WATE;R OR DRAINAGE PROBLEMS. I.F DURING NORMAL IRRIGATION, PONOING TAKES PLACE ON ANY LANDSCAPE AREA, DRIVES. PARKING AR:cAS OR ANY OHiER AREA. THE IRRIGATION SYSTEM.SHALL BE IMMEDIATELY SHUT-OFF AND A LICENSED CIVIL ENGINEER SHALL BE IMMEDIATELY CONTACTED TO PROVIDE RECOMMENDATIONS FOR POSITIVE AND PROPER DRAINAGE 3. INSPECTIONS OF IRRIGATION SYSTlaM SHALL BE MADE ON A DAILY BASIS TO OBSERVE AND PROVIDE REPAIRS OR REMEDIES TO THE FOLLOWING U'-JACCEPTABLE PROBLEMS: A OVER-SPRAY ON SIDEWALKS, STREETS, PAVED AREAS FENCES PARKING AREAS, WALLS, BUILDINGS OR OTHt;:R STRUCTURES. . · . B DRAINAGE OR RUN-OFF ACROSS SIDEWALKS, PAVING OR STREETS C DAMAGED OR IMPROPERLY OPERATING HEADS. PIPING', VALVES. CONTROLLERS OR OTHER IRRIGATION EQUIPMENT. D. IMPROPERLY ADJUSTED OR OPERATING MOISTURE SENSORS IF WATER IS OBSERVED ON STREETS OR PUBLIC SID~WA~KS. PROPER WARNING SIGNS OR BARRIERS SHALL BE ERECTED IMMEDIATELY TO ENSURE SAFETY AND PROTECTION OF THE PUBLIC. THE WET AREA SHALL BE DRIED IMMEDIATELY BY MEOIANICAcL Y REMOVING WATER 4. ONLY LICENSED AND QUALIFIED.LANDSCAPE CONTRACTORS AND lANDSCAPF MAINTENANCE INDIVIDUALS SHALL PROVIDE OR MAKE REPAIRS TO IRRIGATION- SYSTEM 5. AT ALL TIMES. THE LANDSCAPE CONTRACTOR OR MAINTENANCE CONTRACTOR SHALL ASSIGN A QUALIFIED INDIVIDUAL OR INDIVIDUALS.TO INSPECT AND MONITOR THE IRRIGATION SYSTEM. OWNERS AND HOMEOWNERS REPRESENTATIVES SHALL BE SUPPLIED WITH 24 HOUR EMERGENCY PHONENUMBERS FOR USE IN REPORTING BROKEN OR DAMAGED IRRIGATION EQUIPMENT. o. ALL IRRIGATION EQUIPMENT REQUIRES CONTINUOUS MAINTENANCE CLFANING ADJU.STMENT, P'.'RTS REPLACEMENT AND INSPECTION. IT IS THE RESPONSIBILITY OF THE LANOSCAPE CONTRACTOR OR LANDSCAPE MAI.NTENANC.E COMPANY Tr PROVIDE THESE SERVICES ON A CONTINUAL AND REGLilAR BASIS AND SCH~DULE. 7. WATER SHALL BE APPLIED TO PLANTING AREAS IN SHORT INTERVAL$ TO PROHIBIT ANY SURFACE PONDING OR RUN-OFF AND AT NO TIME SHALL WATER 8E APPLIED TO CAUSE SOIL SATURATION. 6 OVERW'."TERING CAN RESULT IN DEATH OF PLANTS, POSSIBLE SOIL EXPANSION AND DAMAGE TO CONCRETE A_ND ASPHALT PAVING, DAMAGE TO FOUNDATIONS AND POSSIBLE LOSS OF SOIL COMPACTION. A QUALIFIED GEOTECHNICAL ENGINEER SHALL BE RETAINED TO PROVIDE SITE INSPECTIONS AT LEAST ON AN ANNUAL BASIS TO INSPECT FOR EXCESS SOIL MOISTURE. THE RESPONSIBILITY OF ENSURING THAT THE ABOVE PRECAUTIONS REPAIRS AND CONTINUING MAINTENANCE ARE PROPl::RLY PERFORMED IS THE RES,PONSIBILITY OF THE OWNER AND EVENTUALLY THE HOMEOWNERS ASSOCIATION. THE LANDSCAPE ARCH! rECT HAS BEEN RETAINED TO PREPARE THESE PLANS ON~ y AND DOES NOT PROVIDE POST CONSTRUCTION REVIEWS NOR REVIEWS OF ON-SITE MAINTcNANCE THE LANDSCAPE ARCHITECT DOES NOT ASSUME RESPONSIBILITY NOR LIABILITY OF . MAINTENANCE OR REVIEW OF MAINTENANCE WORK OR REPAIRS OR DAMAGES RES UL TING FROM LACK OF REPAIRS, MAINTENANCE, ADJUSTMENTS. OR IMPROPER INSTALLATION OF IRRIGATION EQUIPMENT APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OFPLANTING AREAS ! "AS BUILT" P.E. ___ _ EXP.____ DATE REV!EVED BY1 INSPECTOR DATE f---f-----+------------·---+---+----t----+-----i I SH4EET I CITY OF CARLS BAD ~ t-----t---+------------------+·----+--+--+----1 PLANNING DEPARTMENT ~j 1----t---,--------------------··t------+---+---+-----; . \----+----+-------------------+---·-+---+----+--- 1----+----+---------------------l·----f------;t----+---- DA TE INtll>J. i ENGINEER OF VKJRK I i REVISION DESCRIPTION i D-''11:: INITI>J. OTHE]! Al'PR!JV AL D-' IT INITI>J. arr APPROVAL IRRIGATION NOTES FOR: THE VILLAS AT EL CAMINO REAL DWN BY: __ _ PROJECT NO. CHKD BY: __ _ RVVD BY, SOP 93-06 DRA'MNG NO. 338-6L CMWD 93-503 it C ;\ Ii ii'. fl [11:: i:I !!1 1 1 1! I il: [;: I L rS I ■910 UNIVERSITY CENTER; l-'Nl SUITE HO iAN Dl~f.0 CALUQRNIA 92.IZZ 6i9•SU-S9H JAX 61?·558•9189 20 0 4' GRADING SETBACK ~ I I 20 40 60 GRAPHIC SCALE - 0 ••••••• I )\\\S I I tl~-.. ~:•~1 . 1 I + Ji DAY UGI-IT J b7' I • ➔)(r---i+-~ -- ~~ II, ©//./ I" /I 1©17.(e J ii PAO 255.0 FF. 255.7 • AUTOMATIC CONTROLLER 'E' 2" ELECTRICAL SLEEVE • ! • 1· PIPE :;Lll.1:.YE (TYPIC.01..)-----,--:-·' ....... ~--iJt 'lx Ll«f !ol?.E •.•.• , ... , ... , ....•.•.. , ........... , ............... ,., •.•.• · 1 MATCHLINE --See Sheet ea APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS NOTE: POP-UP HEADS SHALL BE USED WITHIN 10 FEET OF ANY PEDESTRIAN USE. SEE SHEETS l -4 FOR IRRIGATION !\OTES SEE SHEET 11 FOR IRRIGATION LEGEND SEE SHEETS 12-13 FOR IRRIGATION DETAILS 20' SEWER ESM'T "AS BUil T" 1il•@~ z-3-29: ~}'(c.. ii.T Z:::fbuf' 1/0 /-.A. ('7(,,'2... EXP. 4--"fe, DATE REVIEWED 8Y: INSPECTOR DATE 0ATC INITIAL PIPE SIZE CHART RECLAIMED WATER --------4--- . M r1z" ----4-J-n• _----,e/c_ " 3/4" CL 200 PVC ALERTLINE 1 ' CL 200 PVC ALERTLINE 1 1/4" CL 200 PVC ALERTLINE 1 1/2" CL 200 PVC ALERTLINE 2" CL 200 PVC ALERTLINE -, -I-SCH 40 PVC ALERTLINE L. 1 1/2" AND CL 315 PVC ALERTLINE ➔ 2" POTABLE WATER ~==-CL 200 PVC (SIZES 3/4" -2" PER SYMBOLS ABOVE) " -.. ~ 2" CL 315 PVC DA TE INITIAL ENGINEER Of WCfiK REVISION DESCRIPTION Oll<ER .IPPROVAL ' ; I OWN BY: DA TE INITIAL CHKD BY; __ _ CITY APPROVAL RVWO BY: NORTH KEY MAP -I -■ -•-----I -I -I EXPIRES- PROJECT NO. SDP 93-06 I ~ ~ fS I DRAWING NO. 338-6L 93-23 CMWD 93-503 @ PIPE SIZE CHART RECLAIMED WATER 3/4" CL 200 PVC ALERTLINE " 1" CL 200 PVC ALERTLINE • 1 1/4" CL 200 F'VC ALERTLINE ., 1"1-' ~ , 1 1/2" CL 200 PVC ALERTLINE -~· _,t~k~ 2" CL 200 PVC ALERTLINE " -• ..;... SCK 40 PVC ALERTLINE ·L.. 1 t/2" AND CL 315 PVC ALERTLINE .:;. 2" POTABLE WATER =c,=== CL 200 PVC (SIZES 3/4" -2' PER SYMBOLS ABOVE) ' -••-+-2" CL 315 PVC ~: ~e. &.i-leeT '.::'Cl F~ L.O:::A11014 OF Al-t.-f'.?'!"A~ lr--!A-r~ UNeh "[ P-1~ f'1""0ieorloN l..lNE::0- f-:=~-.?~~ .r:: s -~·.J?J.~ T W "'.;-; 7.-:. c-:""" ._,... ·_ I •; ,, :_I. ·: ':, :'' \f :~ ,..;;: ( if· I ;. :) :t ·, •• ,. UNIVEa!ilTT ClNTll. LA.Nl SUIT[ SI• SAN DllGO CALHOI.NIA 92:JU: 20 0 :20 GRAPHIC SCAL.£: r • 20· I iw NORTH KEY MAP ,.,.,., 4() 60 •••••• \ ···· ... __ ,._ ---l ' \ ' ' \ ' \ .4 . _, .. ,---- ------. \ •' '•••••+•-••• ---~••-n =••••••••••••-•• MATCHLINE ~ See $rye¢ i;; ·-- 8./ I . 1 ' ELECTRICAL SLEEVE t\'1,- WIRE SPLICE NEXT TO WALK • . -- -------- ~-----1------.-<" ~~c'·'•'::::::;__"=~-· ~ _:..--------__ _ [1P..J2RtWEDFOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS - REVIEWED BY: INSPECTOR CONTROLLER D / ... - _,,,.,: .. --.·~·--····' "flt-=4==J ,.·..:_ ------------,• ···••lllllflllll*l*l*ll!ll .... , ••••• , ••• , ~-.,~:: :.---~r- '\ >?_"'"'~." _._,.,,_ ; 2" ELECTRICAL SLEEVE. SEE SHEETS I -4 ,EOR"-IfffiIGATION\NOTES SEE SHEET 1 J FOR IRRIGATION LEGEND RECREATION CENTER 'A'.· ' . SEE SHEETS 12 -13· FOR IRRIGATION DETAILS DATE 1-10-,<,, S.S. I AS&u•Lr OF MAINl-fNE MD VJ\I..VE5 1-t i-------t---t--------------l---+--+--~--J I SH:E7 I crTY PLAqrNG ~~~~N~AD IRRIGATION PLANS FOR: . THE VILLAS AT EL CAMINO REAL f"SHffisl ~ ""Pl.A l-n"o1101TC;.,--t-.:,,.,:;n;:AL-;-t_....L-_______________ ~--~--+--4--j ~~WN~~B;Y~: =:.=:.=:.=:.=:_=:_,-;:===PR~~;XP~~~T:§SN~O~.==~OR~:;WIN:;;:::;G=N=O~. OA TC INITIAL DA TC INITIAL ENC1Nt£R o, WORK REVISION DESCRIPTION CHKD BY: --SOP 93-06 338-6L OTHER -':ivAL CITY APP!lOVAL RVWO BY: ---CMWD 93-503 ( S?10 UNIVERSITY CUIITU LA.Ni SUIU. s~u S.AN Duc.o CAUfORNIA 9Zl.l~ 20 0 20 GRAPHIC SCALE: 1• = 20' ,., •.. ...... I I .,., ... I I I ' ' ' L...JL_ _____ ------------------ 40 60 I I \ I g' I I ' I . ......... -~ ,., ~-.. ,--= -:.·· :...···_ -ti • ,,, r '"'/ ~1-J 14.8 . . y ......................... '' ' ' '' @_,__,'i)__,.._..--+<l•J ,. ~~~ '"· -,,;'·:;°'> I ®-.. / -·~ .. ,_ . -. ~--·· ' : . ,t ' . ·~ ·', \ .,;,' , . ' ' l 1 . . • > ~ -, ! w-t , . ' ' , ·--·· ~,...,~~~::;-I~ AUTOMATIC CONTROLLER 'A' • 'I PAO 304.0 FF. 304. 70 i nV -~1---, I rl \ 1 144 , I I II I I I I I I I I I I 'i tlCDC 51~© ✓( ··-·--"'········-··"···········--. \ I .. -~ ,•· ,• .:.---t•·-•----t-- f • --Z "'- PAD 306.6 ,10 /. 0 r -)> 0 JJ -< m ,, LIGHT POLE " r,_ .. ,..,11 , (, . 2 .-------- ""' j,rosR IA TE R RAc1=X -.:: --Mllh---~~ .,, . ~ J1 , . ...------------· ,. ,. 1 :--------. -¥-----II -~r~ LO TE MAIN OUT OF R.O.W CASSIA ROAD .r w z ....... · -<D _J (]) :r.r:: 0(/) I---. (]) <( <1> zif.J l • ••• (,) . ...... (l) (l) .r:: .. (J) (l) Q) Cf) !\~ -I :r: 0 1-- <( 2 \ ,--.. . .. ; ---------~--------+-1---------------------- NOf~: ~ ~~f!.,t f:iO /'t)p!. ~--t'lot-J 01'- hl-L-f'O'tAt:>L.e. l,,,IA~ l-11'-.!E:--t> ij Plte.e na::,Tec,··no!--1 WA'te~ l.,INe'o PIPE SIZE CHART RECLAIMED WATER 3/4" CL 200 PVC ALERTLINE 1" CL 200 PVC ALERTLINE l".1' 1 1/4" CL 200 PVC ALERTUNE __ .,µ:.c_ 1 1/2" CL 200 PVC ALERTLINE .. '2' -~,....,-~ 2" CL 200 PVC ALERTLINE " ---1-SCH 40 PVC ALERTLINE £c 1 1/2'' AND CL 315 PVC ALERTLINE .;, 2" POTABLE WATER ===-CL 200 PVC (SIZES 3/4" -2" PER SYMBOLS ABOVE) ' -.. -+-2" CL 315 PVC RE\IIEWED BY: INSPECTOR f,6 IRRIGATION WATER METER 'A' (RECLAIMED) METER SIZE ELEVATION STATIC PRESSURE, STATIC PRESSURE (WITH PUMP) DESIGN PRESSURE APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS DATE 2" 315' 2.6 PSI 105 PSI 85 NOTE: POP-UP HEADS SHALL BE USED WITHIN 10 FEET OF ANY PEDESTRIAN USE. SEE SHEETS I -4 FOR IRRIGATION NOTES SEE SHEET 11 FOR IRRIGATION LEGEND SEE SHEETS 12 -13 FOR IRRIGATION DETAILS 0,\T( NT1Al ENCINEER OF wc,n,c REVISION DESCRIPTION -------- IRRIGATION WATER METER SIZE ELEVATION STATIC PRESSURE DESIGN PRESSURE OA. T£ INITIAL OTl£R APPROVAL aTY APPROVAL METER 'B' (POTABLE) I -\Y~n 300' 100 PSI 75 PSI ........ _____ --4 -I -I THE VILLAS AT EL CAMINO REAL OWN BY: PRO..E:CT NO. ~~ ~f ~~ SDP 93-06 I DRAWING NO, 338-6L CMWD 93-503 -I -I -__________________ ■ ____________________________ P/l BOUNDARY ~i;it:> . ',_ ..... ' ~ ·,._ I & 0 <z> ~ ' ' /j' ..__,. I j:' /2 ~ ' f i ,- 20 0 20 -GRAPHIC SCALE -, .. -20' I -I -I - ----.______ -ti; 40 / ,,, - . ---~4-'-~t-'f.J..:!.{.P:!:... ·?·t~)/t-· NOTE: POP-UP HEADS SHALL BE USED WITHIN 10 FEET OF ANY PEDESTRIAN USE. APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRE_CISE LOCATION OF PLANTING AREAS tftt U'41VU1ITT (.1N'Tn LAlif SUITI , •• ,-------~---= ===---~ SAN D11~0 CAillO .. IA , .. u SEE SHEETS 1 -4 FOR IRRIQATION )'i!OT~S SEE SHEET 11 FOR IRRIGATION LEGEND' FAX ., •• ,, •• ,-, II SEE SHEETS 12 -13 FOR IRRIGATION DETAILS ---·--·----------, -·-·-·•- REVIEWED BY: INSPECTOR 11/t t'' PIPE SIZE CHA.RT RECLAIMED WATER. t·-- " 3/4" CL 200 PVC ALERTLINE 1" CL 200 PVC ALERTLINE · 1 1/4" CL 200 PVC ALERTLINE 1 1/2" CL 200 PVC ALERTLINE · · 2" CL 200 PVC ALERTLINE -, +-SCH40 PVC ALERTLINE L.. 1 1/2" AND CL315PVCALERTLINE -cJ> 2" POTABLE WATE.8.__ ==~---CL 200 PVC (SIZES 3/4" -2" PER SYMBOLS ABOVE) " -.. -J.-2" CL 315 PVC t-.1o-re: ?t:-l';:. -€>He.t--r l30 ~ l..,,:X.,l>--t 10N 0r AL-L-tt::rt'Ae>l-1::-Wt-;1~ ~INf:.""' 4 Fl~e, p~u,-t10N WA"T~ L.INt:J'O "''" ,-~-----···· .. _____ .... , .. __ _ (2) ]"'·VALVES ··--~} .::._ .:_ --· -· PIPE. S.Lf.~ve ·2.x LINIS .5<-Z.E. _ 2" ELECTRICAL SLEEVE I -I - I -I -I -I -I -I -I -I -I -I -I NORTH KEY MAP +-' C, Q) ..c <J) Q) Q) if) w z ,Z"-_J 0 f--~ OLEA LANE t-t~➔.,_.,/{,~.'2,~ -AUTOMATIC CONTROLLER 'C' DATE -----------~~¥~•-L;.._ 6 '\~ JI,,. f5 • I -• o/ 2" ELECTRICAL SLEEVE I A,8UIL.T OF MAINLINE Al-JD VALVl!'S SHEBET CITY OF CARLSBAD l--~f---+-------------------+---+----1~--+----l PLANNING DEPARTMENT 1---~f---+-------------------+---i-----l~--+----I OATE NllAL DATE NllAL REVISION DESCRIPTION ODO APPROY~ IRRIGATION PLANS FOR: THE VILLAS AT EL CAMINO REAL PRO-.(CT NO. I ORA-«; NO. SOP 93~06 338-6L ~-1?> CMWD 93-503 / .-i,;... q .,. .---.. , .. i . · .. '-·'•,•. L ' •• ·, ''• ,::,--,'. •, .. :· 2"ELECT \ .910 U"'IIVIRJITY (f.llHU l.lr.N[ ~LIITl ~110 §AN DIIGO C-'lHOUtlA 921 ZJ 20 0 20 I I I GRAPHIC SCALE: 1• • 20· t'--Q) Q) .c. if) Q) Q,) if) w z _J I 0 I-<( ~ 40 \ I ~ -0 I + -8 I 8 -() I .,.. ,--'Z-.... -I -I -I -I -. 1"',j I ·--I ... ••• 60 1ZJ;c; -·-· I / ' ' _t, \"v 1,' ~-= ., . L ~-----~r··-6 • • ... --~ . '.___-=::S . . . ! · MATCHLINE --S~e Sh~~t 10 I NOTE: POP-UP HEADS SHALL BE USED WITHIN :l!. :t ... 10 FEET OF ANY PEDESTRIAN USE. ~ ;'f; I ~ s t3 a1 I @ SEE SHEETS 1 -4 FOR IRRIGATION NOTES SEE SHEET 11 FOR IRRIGATION LEGEND SEE SHEETS 12 -13 FOR IRRIGATION DETAILS I .• I 1.1 Im\ \U' I J ......•.. .J ..... . MATCHLINE --Se t 10 2" ELECTRICAL SLEEVE I I I I : /<o ·,, /II/I 'I I I ' e-· .; ,.. • • '\ I '-I 1./.; Nore.: Pee ,!;71-\et::---r So FOR. ~OG,6.. 1 ION op AL,L pot Ai'::1,e. J,..1.A-.-te.R. l-1 Nt'-"'o ~ f I R-E.. f'rortc,T ioN l<lAf;.f:.-> 11-lt:..<o PIPE SIZE CHART RECLAIMED WATER 3/4" CL 200 PVC ALERTLINE ---,,--1" CL 200 PVC ALERTLINE ---<H--,-· 1 1/4" CL 200 PVC ALERTLINE -----;,--'"l".i-~,-1 1/2" CL 200 PVC ALERTLINE -----t.Z-2" CL 200 PVC ALERTLINE " ··<·-' ~~:-,.! _,; I ---~ ' -~, '" ' .,..,., "• ' '• . • ... , ' ' " -.~ SCH 40 PVC ALERTLINE 4 1 1/2" AND CL 315 PVC ALERTLINE .J> 2" POTABLE WATER =~-CL 200 PVC (SIZES 3/4" -2" PER SYMBOLS ABOVE) • -.. ~ 2' CL 315 PVC ii NORTH KEY MAP "AS BUil T" I ~E9ET I CIT_Y OF CARLSBAD r----+--+---------------¼----+----,1----+---, PLANNlNG DEPARTMENT r----+--+---------~-----¼----+----,1----+---I INSPECTOR DATE DA I( Htl;,i. DA IE Hl'W. DA IE 11trn;,i. DICINEER Or WOii!< REVISION DESCRIPTION OTl£R APl'R()v;,i. OTY AWIIOYAL IRRIGATION PLANS FOR: THE VILLAS AT EL CAMINO REAL OWN Y: __ _ CHKD BY: __ RVYIO BY: PRC>.J::C T NO. I ORA 'MNC NO. SDP 93-06 . 338-6L 'tt.-:z.~ CMWD 93-503 -Q) (1) ..c (/) Q) <l) lf) ~· \ ·t·: \ ' '\ • I C . I r-~~~.r._..~.----r--n1•1•A~-:"t-HJ.,(~-J. / ,;-· J ; LIC._HT POL I .- 4t_ 1-_-. _--, 0 -....J ~ /J.; cc I ---------· AUTOMATIC CONTROLLEl:l .'B' w z _J I 0 Ji 2" ;.' I . !_ ; -· 8 ~~-M;j~[ ;, .. ~----11!!!!!!!!--~s!f•~--"""",'l!, ~~~~~~;="""""'~-~~-~~~~~-~--~]~ • j .. •~. ;cc U:._..\-7':•" :?'S~- -,i < ") -C ~ ~ 2" ELECTRICAL SLEEVE -ii---,\-~-"'-~$--- ---~----------- ■9IO U!IIIIYIK:i-lll CUITII LANI §.Ulll ,.o SA°H DllC.O CALIIOINiA f'J I U fA.X .1,-,,,.,1,, 20 0 20 GRAPHIC SCALE: 1· -.20' 40 ~ 2-'' SF "' . ..______ .. ·*-------' if 60 JJ.<'f ' 'l11 \ 4' -. ~ ;; ;// 'I 4_ NOT?:-: bt:-e--oH ~ t:::r 1'5o !=OR. La.A. --r1O N of' t--LL- po--r A bL-1:-WA Tl:',ft. 1..-1 t-.11:.P.:> 1 FI K.e Pro-reor-1o~ W.&1eJ.!.. L-lt--J~i::> PIPE SIZE CHART RECLAIMED WATER · 3/4" CL 200 PVC ALERTLINE -----,,--1" CL 200 PVC ALERTLINE 1 1/4' CL 200 PVC ALERTLINE l'Z' 1 1/2" CL 200 PVC ALERTLINE --I>-'-, --,z_,- f 2' CL 200 PVCALERTLINE - " -. ...J:-SCH 40 PVC ALERTLINE ,£ 1 T/2" AND CL 315 PVC ALERTLINE -?" 2" POTABLE WATER =-~ CL 200 PVC (SIZES 3/4" · 2" PER SYMBOLS ABOVE) " -·-~ 2" CL 315 PVC S LICE BOX FOR CONTROLLER A NOTE: POP-UP HEADS SHALL BE USED WITHIN 10 FEET OF ANY PEDESTRIAN USE. ' I (_) I I APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRE_CISE LOCATION OF PLANTING AREAS SEE SHEETS I -4 FOR IRRIGJ\TTO:si NOTES SEE SH!cET 11 FOR fRRlGATJ0N LEGEND SE!' SHEETS 12 · 13 FOR IRRIGATION DETAILS NOflTH KEY MAP ~ CITY OF CARLSBAD ~ l------l--+----------------t----t""-11_1_1 ~ . PLANNING DEPARTMENT ~ 1-----4------l--------------t----+---t--r--i IRRIGATION PLAN? FOR: THE VILLAS AT EL CAMINO REAL REVIEWED BY· INSPECTOR DAT[ f--.,;:-:-,;:,...+-=:;;-::-P.,,,~-------------f--;:;-;:;;---t-;;;;;-;:;-f7.:;:;----r,;;;,:;:;-i O'M'l Y: __ _ DAT[ NTIAL OAJt NTIAI. DATE •TIM. CHKD BY: __ ENQNCER c,r WORK REVISION DESCRIPTION OIH[R APPROV~ OTY APPROVAL RVViO BY: PRO-£CT NO~ I DRA\'WNC NO. SOP 93-06 _ 338-6L ~-2."?> CMWD 93-503 , I -I -I -I --- I -I ,, -I -I _ ... . ._, ! 4 e J e l • I e I e J e I e I e,i I e I ___ ...1..;,::· 'f:.' =·~'!::; el~,lr--1 :-, ~~;:!•~l~~-1" A --... ,----'---.,..-+--I -I -■ -I I -I -I -I -I OLEA LANE - 2" ELECTRICAL SLEEVE .. ·::·{'.:."',;_.,. <t, ; .. , .... . ...., P /L BOUNDARY NOT ii NORTH KEY MAP POP-UP HEADS SHALL BE USED WITHI~ 10 FEET OF ANY PEDESTRIAN USE I >-Cl:'. <( Cl z :> 0 CD _j ......... 0. PIPE SIZE CHART RECLAIMED WATER ,--. . -·-----tt--·- ' . -----,\1----IY.z" --t--L=- --+L- 3/4" CL 200 PVC ALERTLINE 1" CL 200 PVC ALERTLINE 1 1/4" CL 200 PVC ALERTLINE 1 1/2" CL 200 PVC ALERTLINE 2" CL 200 PVC ALERTLINE -, ..j;.... SCH 40 PVC ALERTLINE £ 1 1/2" AND CL 315 PVC ALERTLINE .:;,-2" POTABLE WATER ====,-CL 200 PVC (SIZES 3/4" -2" PER SYMBOLS ABOVE) " -••-J..-2" CL 315 PVC w,re.: 0~\':., ¢1--\ef;.-t" 1;70 'F'O~ L.OC..t>,tlON c:>r t,.1..-L-~ ~~ 14.A.if:.l1:-l-I Ne,t> ~ l"I ~ l"'IZO't'W-tioN WA-tt:.R. l-1 NEY-,. IRRIGATION LEGEND APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS SEP SHEETS 1 -4 FOR IRRIGATION NOTES SEE SHEET I I FOR IRRIGATION LEGEND SYMBOL DESCRIPTION MANUFACTURER MODEL GPM PRECIPITATION PSI RAD RATE I) • -·- l'il SHRUB ROTOR SHRUB ROTOR SHRUB ROTOR SHRUB ROTOR SHRUB ROTOR SHRUB ROTOR SHRUB ROTOR INDICATES SHRUB RISER POP-UP SPRAY HEAD POP-UP SPRAY HEAD POP-UP SPRAY HEAD POP-UP SPRAV >-IEAD POP-UP SPRAY HEAD POP-UP SPRAY HEAD POP-UP SPRAY HEAO POP-UP SPRAY HEAD POP-UP SPRAY Hf:AD POP-UP SPRAY HEAD POP-UP STRE:Arvl '3PRAY POP-UP STHEArvl SPRAY POP-UP STREAM SPRAY POP-UP STREAM SPRAY SHRUB 8UBBLc'R POP-UP LAWN HEAD POP-UP LAWN HEAD POP•UP LAWN HEAD POP-UP LAWN HEAD POP-UP LAWN HEAD POP-UP LAWN HEAD POP-UP LAWN HEAD POP-UP LAWN HEAD POP-UP LAWN HEAD POP•UP LAWN HEAD POP-UP LAWN HEAD HUNTER HUNTJCH HUNTEF1 HUNER HUNTER HUNTER HUNTFH RAINGIRD nANRIHO RAINcllli□ RAINcllRD RAINBIRD RAINBIRD RAINGIPIJ i-lAINfl HU RAIMJIHIJ RAINcllclD RAINGIRI l nAINF'.IHLl RAI\JblRD RAl1NBIRD RAINt:ilRD RAINtllHD RAINBIRD RAINBIRU RAINBIRD nAINRIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD f1AINRIRD RAINBIRD .. PGP-ADJ-D02-RW PC-,P-ALJJ-004-HW PGP-ADG-D05-RW PGP-ADJ-006.-RW PCiP-AD.J-DO?-RW f'GP-ArlJ-D10-RW PGP-,~lJJ-D1?-RW 1 BObNP-120-PCS 1806NP-12H-PCS 1806NP-7? VAN-PCS 1806NP-1 ?F-PCS 1806NP-15 EST-PCS 1806NP-1G SST-PCS 1806NP-i 20-PCS 180bNP 1 'lH-f-'CS 1806Nr'-1 o VAN-PCS 1806NP-1 :3F-PCS 180[iNP 160-SLA lflOGNl'-1 bH-SLA 1806N P-?20-SS 1806NP 221-'-22 1402 T-4-f'C-T72-1.3 T-4 -f' C-T:J0-2.5 -~-tC-T30-S.o 1804NP-120-PCS 1804NP-12H-PCS 1804NP-12 VAN-PCS 1804NP-12F-PCS 180"-NP-150-PCS 1804NP-15H-PCS Hl04NP-15 VAN-PCS 1804N1"-7 5F-PCS 0.9 1.6 2 2.7 3.4 6 8 12 2 0.65 1 . 3 VAR. ? 6. 0 6 I 2 0_9J 1 B5 VAH 3.7 0. f\1 1 51 0 81 1 . 6 1 0.5 1.3 2 5 5 0 (i5 1.3 VAR. 2 6 0, 83 1-85 VAP 3 7 50 50 50 50 50 50 50 30 :Jo 30 30 30 3C 3 !) :i I) :; 0 30 :JO 30 30 :) 0 30 3S :J5 35 30 30 30 30 30 30 30 3 () 30' 34' 38' 40' 42' 48' ~s· 1 2 I 1 2' 1?' 1 2' 4'X15' 4'X30' 1 5' 1 5' 1 5' 1 5' 7 6' 16' 20' 20' 22' :JO' 30' 1 2 1 2' 1 2' 1 ?' 1 5' 1 5' 1 5' 7 5' MULTI-OUTLET DRIP EMITTER RAINBIR.CJ XERI-BIR0-8 ( '?E.6 ""r---Jqe. -,;,QCMJ fb1"---"9-PH) ' J\OTE CONTAINER STOCK SHRUUS jGAL. AND A ROVE SHALL RECEIVE (2) XB-20 OUTLETS PER SHRUB, IGAt (l)Xll-ZIJ. AND (4) PC-05 PER TRER,. OUICKCOUPLER RAINBIRD 44 NP" AUTOMATIC VALVE RAINBIRD PEB-f'RS SSRIES (SIZE PER PLAN) 'AUTOMATIC DRIP VALVE RAINBIRD lOOPEB · MASTER CONTROL VALVE BALL VALVE G'llSWOl.D 1¢2250 PRESSURE HEGULATING VALVE KBI BTU SERIES (I.INE SIZE) .5 5 .5 5 5 5 5 1 3 7. 3 I,'? I.'? 1 3 1.4 1 4 1 4 1 .2 1 2 8 8 AUTOMATIC CONTROLLER PRESSURE MAINLNE LATERAL LINE RAltJrvlA!oTER RME cor-, TROLLER -3,:;, "t>• A . ., WAI-I-Ma.JNT l.-6"'1JJVZ-&-JU-o:'>LlfZ-E. CL 115 PVC ALERTLINf-!BURY MIN 18"j fOf', 3c '2." 1 ¾H 40 fOf'-"'-1 ,;~• l---lN~',, Cl 200 PVC ALER-I •NE (3LJRY MIN. 12"j SCH. 40 PVC ALER !LIN[ (7NIDE SIZE OF WORKING PIPE) ( ""6E"-T'efA.il-) SLEEVING ANT'-DRI\IN VALVF RAIN GUARD DETAIL 12E 12E 72E 12E 12E 12E 12E 12F 12F 72F 12F 1'.ZF 11-F 12F 12F 12F 12F 72F 12F J-:Z.F 11-F 12H 12F 72F 12F 12F 12F 12F 12F 12F 12F 12F 12F 12G 12J 12D 12 I 12D 12C 12A 13A 13A 13A,B El [bl VALCON ADV SEf11[S (11\IE SIZE) ( vJf-!~ J.-o.,JHe,1-17 11"1:SSSUF!=-OC-.-?Uf'!...";:,J WCS-RGVR HAIN SHU! OcT Df:VICE WITH VANDAL _ i,JJ'\LL MT,.,~N M.AIL.lbOX RESISTANT COVFH AND WALL B9ACKET '.$TR-\.IC.:nJ~ ADJ ,TO CO\l.l"Tfl.OLI...E.P.. P-.P.6AC..\'.l'-LOW l"'~'lel--\Tc:R WILKIN~ G75 (JVi) 'FO"'-f>OTAe>LE WA"'TE;l'a. \~\C,.."1,YSTeMt 1'2.8 WATER METER 2' RECLAIMED WATER METER cZ." fOF-f'l=C-l..l\lMW WAyEF-S'(STE,'-'1. 0 Y FILTER W/ 15 MESH SCREEN HARDIE 420-2" ~ PUMP () SPI.ICE eox PEERLESS PUMP CO. 8"1QA HORIZ. END SUCTION 10 HP PUMP DJ FERTILIZER INJECTION SYSTEM PTS INJECTAFLO FIS-30-150 7,.1-~ MAY.-qAU,ol--/ ~,A/--,17 111 c.:ot-]T(ZoJ..4';12 ~UENC.E VA 1_'/B ":,IZ-E, ~ / JI ~p !Y:i.. f'OTABLE W.A:ra-\:1.. 20 0 20 M E'..'TE.'P,, SC E 1 • --··--l" CL.~\'3 PVC. GRAPHIC AL : - MAINLINE (81.>1>-'( MH•l.1~••) 20· 40 so === Cl-'1.00 f''\IC.. LATEP-.AL. LINE.(~,4'' UNLE'3S 1-,lc"'TEO) BUP-.'( 1:2." MIN. 13C \A.N b1t.<..o CA.IU<'.JaNIA 'Jilli SEE SHEETS 12 -13 FOR IRRIGATION DETAILS REVIEW£0 BY INSPECTOR O~TE l-_.,._,o_-_'"+s ___ s_-+_1_A_s_.e_v_"-_T_O_F_M_A_'"'_l,_l_N_E_A_N_D_v_A_L,V_"_!;_t-------ir---t---t--, fsHrnl, CITY OF CARLSBAD I SH~TS I L...22_j PLANNING DEPARTMENT ~~====:::::::::::::===========~===; OAT[ NTIAI. DAT[ NTIAI. DAT[ INITIAi. CNCINE£R 0/f WORK REVlSION OESCRIPnON OTHER APPROVAi. OTYAPPROVAI. IRRIGATION PLANS FOR: THE VILLAS AT EL CAMINO REAL OWN BY: __ _ PRO..ECT NO. ~1<0 BY: __ _ R V',1j() BY: SDP 93-06 ORAY.IING NO. 338-6L CMWD 93-503 8" MIN 18 MIN 3 CD 'LE MELIA' STEEL ENCLOSURE OR APPROVED EQUAL 0 WALL MOUNT AUTOMATIC CO~TROLLER, SEELEGEND @ ON/OFF DISCONNECT SWITCH WI 110 V. GROUNDED OUTLET. . (±) MOUNTING FLANGE W/ BOLTS TO BE SET IN 6" MIN, THK. CONCRETE PAD. @) FINSH GRADE . @ 110 \I. EL~CTRICAL SERVICE IN RIGID CONDUIT SLEEVE TO POWER SOURCE PER LOCAL CODE. 0 LOW VOLTAGE CONTROL WIRES IN 3" DIA. PVC SCH 80 LONG SWEEP ELL ® 112" X54" COPPER GROUNDING ROD, CONNECT TO 110 V. OUTLET (7;\ AUTOMATIC CONTROLLER ◊--------'------- I 7 0 POP -UP ROTOR HEAD, SEE LEGEND. 0 FINISH GRADE @) NOYE: ALL HEADS TO BE PLACED 4· CLEAR OF ALL HARDSCAPE.SURFACES @ MARLEX STREET ELL, TYPICAL ® PVC SCH 80 NIPPLE, 6" MIN. LENGTH @PVC SCH 40 TEE (SxSxT) (2) PVC LATEllAL LINE, SIZE AS NOTED ON PLAN 0·DEP;f-l-SEE SPECIFICATIONS ®i----H_IG_H_~_P_O_P~_U_P_R_O_T_O_R_H_E_A_D __ _ t:L U NU 1. Ml'L C·, Bf.U ;. flN ;;H Cl,Al)I .) F'VC F'IF'E (DIY IH Frn 'X'cCIFICAllO~). 1. REMOTE CONTROL VALVE .. '., WIR[ CONClcC I '.JR . " 1·'11 I! 1 w1r,, ! CCMMCN Wlkl. 8 J/1" ::RUSll[ll RC.Ji)K. . g r x 4" , 1 r r::owooo , OR ,,,11.oe•orn 10 12", 18 .. R[C1,\NCUIAR VALV[ l10X 11 PVC Ul✓I()~ f ()R S[RVICl!Vi ASSf MRI Y. 12. BALL VALVE (LINE SIZE) 13. INLINE WYE FILTER 14. INLINE PRESSURE REGULATOR (ONLY IF PRESSURE @ VALVE> 60 PSI) DRIP IRRIGATION REMOTE CONTROL VALVE N. T.S. G) WATTS 1177S LINt= SIZE WYE STRAINER; ®-GRASS NIPPLE:TYPICAL WI LOOSE KEY HOSE GIGO. , . @ 1 CU. FT. CONCRETE THRUST BLOCKS, @ REDUCED PRESSURE GACK FLOW DEVICE TYPICAL. WRAP PIPES W/ 1 O MIL. WITH 2 BALL VALVES, REFER TO TAPE. SATURATE AND COMPACT PLAN FOR TYPE AND SIZE OF EQUIPMENT SUB-ORADE TO 90% PRIOR TO POUf1. 0 GRASS UNION (z) f'INISH GRADE 0 nRASS ELL, TYPICAL ® PVC MALE ADAPTER ® BACKFLOW PREVENTOR e> -, :-. -,-.. ---, ,-. ,.-----,-;-. ;-_ ----✓-.----------- 7 . (0 f'Oc' ·Uf SPRAY HEJ\D. see LEGEND ~ .. • -~ : -.:;_ -L:.. I . 0 FINISH GRADE Q) NOTE: ALL SPRAY HEADS TO Gf: PLACED 4" Cc.EAR OF ALL HARDSCAPE SURFACES 0 MARL EX STR[ET ELL. TYPICAL G) 1/2" PVC SCH 80 NIPPLE, 6" MIN. LENGTH @ PVC SCH 40 TEE SxSxT TEE OR ELL 0 PVC LATf:f'lAL LINE, SIZE AS NOTED. ONPLAN . ® DEPTH-SEE SPECIFICATIONS f· 4"-6" POP-UP SHRUB/TURF HEAD SECTION G) ROUND L:.:¥-,N11 PLASTIC VALVE BOX, AM E.TEK OR EQUAL . ,, ® FINISH GRAqE ® QUICK COUPLER VALVE, SEE LEGEND @ BRASS NIPPLE, LENGTH AS REQUl.9ED @ 6" MIN. DEPTH CLEAN PEA GRAVEL @ BRASS STREET ELL, TYPICAL o (j) 2X4 REDWOOD OR BRICK BLOCKING, '_}~-~..O-p::;-fl,---,JI(_..-,, · TYPICAL -------0 ® BRASS NIPPLE 6" MIN: LENGTH ® PVC SCH 40 TEE OR ELL . @ PVC MAIN L:NE DEPTH AS REQUIRE:::i (j) 36" MIN LENGTH #4 REBAR STABILIZER, ATTACH WI TWO (2)STAINLESS STEEL .BANDS. fT\ QUICK COUPLER VALVE 0....-------- ~~-----------------------------·-----·-· ... , , i ; ~11111 11111 1111 ® (i) ROUND PLASTIC VALVE 80X. AMETEK OR EQUAL .. 0 FINISHGRADE G) BALL VALVE (D INTEGRAL UNIONS @ PVC SCH. 40, 45° ELL (T'IP) ,,.--,..._ @ PVC PRESSURE MAINLINE PIPE(SEE SPECS.) 0 1 CU.FT. PEJ\ GRAVEL @ 2X4 REDWOOD OR GRIC:K BLOCK'NG ® DEPTH-SEE SPEC:F:CATIONS fr':\ BALL VALVE· 6f---------- LEGEND l. RAIN BIRD MODEL# DBC-025 DIFFUSER 8-JG CAP 2. RAIN BIRD MODEL# TS-025 l /4" TUBING STAKc. ) /,(~) T , ®" 3. RAIN BIRD MODEL# DT-025 l /4" DISTRIBUTION _,,/ TUBING (MAX. LENGTH ~ER SPECIFICATIONS). ---- PVC PIPE AND FITTING (DEPTH PER SPrCIFICATONS). 6. 3/4" CRUSHED ROCK. ONE CUBIC FOOT. 7. RAIN BIRD MODEL# SEB-6 EMITTER BOX WITH PURPLE JD 8. · FINISH GRADE 12. MULCH BED 13. RAIN BIRD MODEL# PRS-050 PRESSURE REGULATOR (IF INLET PRESS:JRE > 50 PS I 14. PVC SCH 80 RISER (LENGTH AS REQUIRED). @-:-T~-; R_I -:_B_I_R_D _™_ -_8_1 N_E_M_IT_T E_R_B_o_x_. . I }IJJ, I Wt I ' L[ ' J/·"f -f /- . ,!\ DATE INITl,\L ENGINITR OF WORK REVISION DESCRIPTION . CD AME.TEK . PLASTIC VALVE BOX (OR EQUAL) WITH LOCKING COVER. ® FINISH GRADE G) APPf10VED WIRE CO'JNECTORS G) CONTROL Wlf1f'S; fJUNDLI: AND TAPE {WI 4' MIN. f:XTl\f, Wlf1F.) @ f1EMOTE CONTROL VA'..VE(SEE SPECS) @SOLENOID 0 PVC SCH 80 LJt,.;IQN ® PVC SCH 40 Ff:MALE ADAPTEll (TYP) ® PVC NON.PRESSURE PIPE (SEE SPECS.) /[gJ PVC PRESSURE PIPE (SEE SPECS) G::3) PVC SCH. 80 NIPPLE (TYP)(LENGTH AS l'U:OUIRED) (j]) 2X4 REDWOOD BLOCKING OR BRICK @ PVC SCH 40 TF :' (SxS~S) OR ELL(SxS) ON M/\INUNC: Q 1 CU. FT. P[A GnAVEL (LY DfPTHSEE SP[CIFICATIONS @--R_E_M_..;.O_T_E__;C_O_N_T_R,....:cO_L_V_A_L_V_E ___ _ CD SHRUB ADAPTER W/ SPRAY NOZZLE, SEELEGEND · ,\ . . . ,.; <[) PVC SCH 80 NIPPLE, LENGTH AS REQUIRED (TYP.). @) ANTI-DRAIN VALVE-AS REQUIRED AT LOW HEAD DRAINAGE. . €) FINISH GRADE [) ALL HEADS TO BE KEPT A MIN. OF 4" FROM ANY HARDSCAPE SURFACE, @ MARLEX STREET ELL, T)'PICAL · (D 1/2" PVC SCH 80 NIPPLE, 6" MIN. LENGTI·f @ PVC SCH 40 TEE SxSxT W PVC LATERAL LINE (LQ) DEPTH-SEE SPECIFICATIONS (;;\ SHRUB SPRAY ON RISER \.'v~---- I II AS BUIL T 11 ' APPROVED FOR PLANTING & P.E. EXP. DATE IRRIGATION ONLY, REVIE\.IED BY, INCLUDING PRECISE LOCATION OF PLANTING AREAS INSPECT CR DATE r-; I SHEET I CITY OF CARLSBAD ~ 12 PLANNING DEPARTMENT 0 IRRIGATION DETAILS FOR: THE VILLAS AT EL CAMINO REAL , / , APPROVE,Q;-'; I :i3 '[, -. . , " ~ENCWEER. PE 'EXPIRES DATE DWN BY: " PROJECT NO. DRAWING NO. D,._TE IN111,1J_ DATE INITIAL CHKD BY: SOP 93-06 338-6L OTHER Af'PROV AL Cf TY AP!'ROV ,\L RV\,ID BY1 CMWD 93-503 1 6" 2 CD ..,_ TAl-1P TO COMPACT BACKFILL T090% -· 11 · ;f;111.<Y. ,® FINISH SURFACE w-~Ill _ II ® NON-PRESSURE LATERAL LINE 111 -0 PRESSURE MAIN LINE , @ DIRECT CURIAL, LOW VOLTAGE /0;:%~~~i0 Z?t--,-----( 3 CONTROL WIRES, BUNDLE ,. AT10FT.O.C: NOTE S[E SLEEVING DETAIL FOil TRENCHING IN PAVED.AREAS 0 r" o· CD I !AllD'.,CN'[ SURFACE, SE[:: f'l_J\NS ® CLEAN Dr,CKF11_L AS-REou1nEo, ni:::rcR TO EN(_;IN[Ecr1 l'"OR SPECIFIC MATEF11/\L /\ND COMPACTION REOUIRE'MENTS Q) CLEAN SAi\[) 0 LATERAL LINE W/ SLEEVE. @ PRESSURE MAIN LINE W/ SU:f:VE ® LOW VO'. TAGF CONTROL Wl/1::S, SL[l:VE Sl?E /IS REOUIH,0 D 0 MINIMUM covr=R 113" l_'.Nllf'r-l WAlYS 24" UNDER DRIVES 36" UNO[ll STll[ETS NOT[ ALL /LE EVES TO llE PVC SCH 40 Pll'F L,INOE."-Pe.~~Ai-1 f'A'-111'1.<!i ANO SC:.f-1, 8,o P'<C P\f'E UNO~ -.J~I--\\C\..E f'A'-'INOt-• M.L SLEEVES TO GE SIZED TWICE Tiff r)I/\ Oi· fHE WO!"IKING f'lf'E. · • /\.Le. ,;1 fTVFS TO IIUN A MIN. OF 12'' BEYOND I lt,RDSCt,f'E EDGES. • Cl c,'N llACKf'U f,1/\Y ill' SUBSTITUTED roil SAND lJ'JD[R WALJ<S /\~JI) [)[ll'JI::_;_ ®i-----_T_R_EN_C_H~I_N_G ____ _ ~ SLEEVING ~1---------~~~~~ ' .I :e . ) . ' fic17 [o.-'ol \._~-- [D ~ I 1 J ~i:i ~~C SIG~~L n YAG ~IGNH 'RO~ IRRIG!TUH FROM )RfilGnTJOM :□N-ROLLER COHROI.LfR ,o I ,o ' ~:~-, -----ct i I 5'1 ______ __.-/ ):>7\ _ _j [) /'--TOR! 0--1 D RC"10fl ltOUNTlO Fl .. 11\J J\./[T[H NOR.l'l!\'1 .. 1,Y CLO.SEO :O~IACTS ~ARR [ T ~ [ rJ G l N f F 'i F 7 FUMP:i j, S n n Q l e Q c , C LI l I I' CON.RO., 3(r!U!'l'll !l 'J[ ~,;., ___ --=--.,__ _ ___ L. , BOOSTER SYSTEM TYPr "L" l:DPPER A~O SWE~T FTGS \, \ ~OSE CDLPLEO :ENTRIFUGA_ P[j/\p UEI-' MECHrWICAL SEAL, TEFC rmTm, srnINL[Sc'i STEEL ENCLCEl.RE "- ,rtlJGEO CONNECTI[l~S \ SILEN-WPf[R -~-, , ', ;-- ~l-'\'--,----0 " \ CHE m VRLVE ~ _ °", """~ 1 .. --.... _ , \ \ :=:LL TIO~J -c=-- -~,,_J----------~,""bl----' --l- ELECTrlICAL -. -~ POWrn !NllT ~ , , IK-1I1;r.nm ',, CIJ\ mo1_ .S[CtJPL mlFT -.. \ \ ,-------. CUPKJ1!11TJIJJ rABRICiHEO //✓ -" • • ' • : _-C ~ • I • • . • : _--,·-.:1 ~ CI_RCIJI] 5R~Alf_~ STEEL BASEPLATE J; /;,-, · · · \. · · :. . · ·_, _. -, · -_ NIP[~ TC :iTA J ~H -7''=-F-UL_"_LU_C_S_TY~J--------+\---ium 4 crn.=:i.Rr carRA:TOR IIISWL.ED BUTTHfl y LI□u!D FLLEO PRESSURE GAJI ¥~~~~&s w~1R~~- CITiCR[T[ rAn IJALV' MLL FL,9m .']EEL COIYPONENTS G0TillN rn~Fll· SHALL BE PAIN-ED IN A GFIE~N Llr1 BELO'..! GRADE CDNLJUIT SHALL crnmm1 TO SHA[f TH,9~ SHALL 3llriJJ IN wITrl PREV,9Il TNG REQUIREIYENT2 =rn PO\✓lH LINE THE. Sl.f1RCUNOINC LA~DSCAPF. [[l\lOUlT ABO\,£ ~RAOF rnrioun SH'll BE WATERTIGHT FLE:< WITH WAJEWICHT C□rJNECTTn% FURNISH AND INSTALL A PREFABRICATED IRRIBOOST MODEL BEPC&I0A-10-2 ONE PUMP WATER PRESSURE BOOSTER SYSTEM AS DESIGNED AND FABRICATED BY BARRETT ENGINEERED PCMPS. SAN DIEGO, CA (619-232-7867) THE SYSTEM SHALL BE CAPABLE or PROVIDING A MINIMUM SYSTEM PRESSLRE OF 110 PSIG WHILE SUPPLYING A FLOW RATE FROM OTO 100 GPM WITH A SUCTION PRESSURE OF 30 PS!G 'v11Nl'v1UM. PUMP SHALL BE Sf'lGLE STAGE, END SUCTION DESIGI>i. CAST IRON BRONZE FITTED CONSTRUCTION, EQCIPPED WITH MECHANICAL SHAFT __ SEAL. BACK PULLOUT DESJG1' PUMP SHALL BE MODEL C8l0AM"BF RATED JOO GPM AT 30 PSI. AND DRIVEN BY 10 HP, 230 VOLT. I PHASE, 60 HERTZ. 3500 RPM, TEFC MOTOR PROVIDE A METAL OXWE VARISTOR PROTECTED ISOLATING PUMP START RELAY ro AtTOMATICAU.Y CONTROL PU\1P ON/OFF OPERATION IN CONJUNCTION WJTH TIIE IRRIGATION CONTROLLER. INCLUDE A H-O-A SWITCH TO SELECT MODE OF OPERATION FLRNISH A NEMA 4 CO'lTROL PANEL, INTEGRAL ClRCUIT BREAKER. MAG1'ETIC ST'\RTER WITH OVERLOAD PROTECTION. THERE SHALL BE A LINE MOlll',;TED FLOW SWITCH THAT SHALL MONITOR THE WATER FLOW AND AUTOMATICALLY TlJR1' THE PUMP OFF SHOULD TI-IE WATER FLOW STOP. THE FLOW SWITCH SHALL BE SENSITIVE ENOUGH TO REGISTER FLOW RATES OF I FOOT PER SECOND. THE FLOW SWITCH SHALL OPERATE IN CONJUNCTION WITH A TIME DELAY RELAY TO PREVENT FALSE ALARMS THE SYSTEVT SHALL HA VE-SYSTEVI MOL"NTED PRESSURE GAUGES FOR INDICATING SUCTION AND SYSTEM DISCHARGE PRESSURE. SYSTEM SHALL USF FULL LU<, QUARTER TURN BUTTERFLY VALVES ON SUCTION AND DISCHARGF LINES INCORPORATE_ FULL PUMP SYSTEM PIPE SIZE BYPASS WITH CAST IRON BRONZE FITTED WArER/DISC CHECK VALVE THE SYSTEM SHALL USE TYPE 'L' COPPER OR BRASS ON ALL ABOVE GROt;ND PIPI1'G. PUMP SYSTEM PIPING SHALL BE 3" SIZE ON INLET AND OCTLET, ALL PREASSEMHLED. THE SYSTEM SHALL BE MOUNTED ON COMMO"I STRUCTURAL STEEL STAND WITH PIPE SUPPORT AS REQUIRED THE SYSTEM COVER SHALL BE MINIMUM 18 GAUGE STAINLESS STEEL AS INDICATED IN THE PLANS, WITH LOUVERS OR OPENINGS FOR HEAT DISSIPATION THE COVER SHALL BE SECURED TO PAD WITH DOORS FOR SYSTEM ACCESS HOTE: Col-\CP--eTI:.'. PAD TD E,E. ,;ux:x:) ~ \ CONCF--E..TE, 7D MEET SPeC."S FOF<.. CONC.RE..-iE ® PUMP WALKS (-4" 11-\\CK"). E-------------. C ---SIDEWALK --METER BOX WIMETER CURB--- 12"MINIMUM RECLAIMED WATER.-JBRIGAnON MAINLINE W!SLEEVE _ _. NOTE: VERnCUE ClEAFIANCE OF 12" MINIMUM IS MANDATOffY WHEN CROSSING PA TH OF A POTABLE WATER UNE INSTALlATTON OF RECLAIMED WATER IRRIGAT'Cr-1 MAINLINE: 24" FROM FACE OF SIDEWALK WJLL PROVIDE THE NECE$$ARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE;S'rREET. .POTABLE.SER.VJCE t!INE CROSSING . ' /l\ DATE INITIAL ENGINEER Of" -..oRK REVISION STREET SURFACE --- \ \ - POTABLE MAINLINE 3.5FEET (SEE IMPROVEMENT DRAWINGS)\ I # • "'i , .. .. 12· MINIMUM REOUIFEO VERTiCLE SEP~R4Tl0Nl L R __ ,__~ -(4.J" SLE~VE RECLAIMED WATER IRRIGATION MAINLINE _:j,_,, NOTE.. ALL PECLAIMtDWATER lPi~IG~TION PIPE AND SLEEVES SHALL SE PURPLE AND LASELED AS SPECIFIED IN: ··sTANDARO SPEC;FICAT70NS FOR PRIVAT"ic IRFIIGATION SYSTEMS" ·cAFILSBAO RECcAMATiQN f'IULES ANO REGULATIONS FCFi CONSTRUCTION CF RECLAIMED WATER MAINS-JUNE 1991 D.....,_ ?OT ABLE MAINLINE CROSSING ,,----......._----,-______ ~ ______ _J • APPROVED FOR PLANTING & , .. , .. ,, -~·--::·::·:~.-~':,. IRRIGATION ONLY, ·-·" ··••('•.," :"'"k ·, ;,-t··· . .,,-.. ; .. ,~ ",i INCLUDING PRECISE >'·-'' <1-,, .. :i§'~t·::, -,,~-/: ,;:·,,..~ ._,:.•i\/:rf;; .. ~--· .. _._.',·:;,._,~;..·,· "'··~·\ LOCATION OF PLANTING .,: _t--.c:i:o -~,,, ---·r ,'.,1 AREAS ' -~ '. ,,..., ~ ' ;, , , 11 I ·] -_ <, •c:-.,_ -:-I;-f'" i. I... . . ; .' M HAS BUILT" •: ' ' .. I, A {..,;.~'°" j (,:' ,, ,, ., --\ ,.-~-••II:" .. * ,,, ~. -t+2f:i(t I ,. , ~ ' . . ---·-• . -.. ,_ u5" /~/~? <>~--~~,.-.. :·~;,• ,.,t;..,_'.}-.;>/ ' .. ,..,,~1'. ,. \·_,,, \.::, \ ; ~ <~> P.E. EXP. DATE :·,,-;-,, .. _ .. -~ REVIEVED BY, INSPECTOR DATE . ~ CITY OF CARLSBAD I I SH!;TS I 3 PLANNING DEPARTMENT IRRIGATION DETAILS FOR: THE VILLAS AT ALCA~!NO REAL ,,. . APPR<.!_':W';0 a,i1 /;63/f; f'ITV ~~ --~ I DiTE . DATI: INl11AL DWN BY: PROJECT NO. DRAWING NO. DATE INl11AL CHKD BY: DESCRIPTlON OTHER APPROVAL CITY APPROVAL RVVD BY• SDP 93-06 338-6L CMWD 93-503 SECTION 02900 -LANDSCAPE WORK PART I -GENERAL I -I. 1.2. 1.2. I. I. 2. I. I. I .2.1.2. 1.2.1.J. I .2. I .4. 1.2.1.5. 1.2.1.6. 1.2.1.7. 1.2.1.8. I 2. I. 9. J,2,2, I. 2. 3. I. 3. 1.3.1. I .3 .2. 1.3.2.1. 1.3.2.2. 1.3.2.3. 1.3.2.4. I 3.25 1.3.2.6. 1.3.2.7. 1.3.2.8. RELATED DOCUMENTS Drawings and general provisions of Contract, including General and Supplementary Conditions and Division I Specification Sections, apply to this Section. SUMMARY This Section includes provisions for the following items: Trees. Sh ru hs _ Plants. Groundcover. Hydroseeding. Lawns. Soil amendments. Finish Grading. Maintenance Period. Related Sections: The following sections contain requirements that relate to this Section. Undeq;round sprinkler system ts specified in Division 2 Section, "Underground Irrigation System." QUALITY ASSURANCE Subcontract landscape work to a single firm specializing in landscape work. The contractor shall possess all licenses and permits required to perform the work including a C-27 landscaping license. Source Quality Control: General: Ship landscape materials with certificates of inspection required by governing authorities. Comply with regulations applicable to landscape materials. Do not make substitutions. If specified landscape material 1s not obtainable, submit proof of non- availability to Landscape Architect, together with proposal for use of equivalent material. Analysis and Standards: Packtrge standard products with manufacturer"s certified analysis. For other materials, provide analysis by recognized laboratory made tn accordance with methods established by the Association of Official Agriculture Chemists, wherever applicable. Topsoil: Before delivery of topsoil, furnish Landscape Architect with written statement g1v1ng source from which topsoil 1s to he obtained, of owners, and texture analysis indicating percentage of clay, sand and silt; and agricultural suitability test results. Trees, Shrubs, and Plants: Provide trees, shrubs, and plants of quantity, size, genus, species, and variety shown and scheduled for landscape work and complying with recommendations and requirements of ANSI Z60. l "American Standard for Nursery Stock". Provide healthy, vigorous stock, grown tn recognized nursery tn accordance with good horticultural practice and tree of disease. insects, eggs, larvae, and defects such as knots, sun-scald, injuries, abrasions, or disfigurement. Label each tree and shrub with securely attached waterproof tag bearing legible designation of botanical and common name. Where formal arrangements or consecutive order of trees or shrubs are shown, select stock for uniform height and spread. and label with number to assure symmetry tn planting. Selection: The Landscape Architect may check trees and shrubs either al place of growth or at site before planting, for compliance with requirements for genus, species, variety, size, and quality. The contractor shall submit photographs to Landscape Architect of typical trees ( 15 gal. and larger container sizes) for landscape work. Landscape Architect retains right to further check trees and shruhs for size and condition of balls and root systems, insects, injuries and latent defects, and to reject unsatisfactory or defective material at any time during progress of work. Remove rejected trees or shrubs immediately from project site. ' 1.4. SUBM[TTALS ~[~.4~[~.-~G~·e~n~e~r~a~l: Submit the following 1n accordance with Conditions of Contract and Division I Specification Sections. I .4 2. 1.4.2.1. 1.4.2.2. 1.4.2.3. 1.4.2.4. 1.5.1. 1. 5. 3. I .5 .4. Plant and Material Certifications: Certificates of inspection as required hy governmental authorities. Manufacturer"s or vendor's certified analysis for soil amendments anti fertilizer materials. Lahel data substantiating that plants, trees, shrubs and planting materials comply with specified requirements_ Seed vendor"s certified statement for each seed mixtures required, stating botanical and common name, percentages hy weight, and percentages of purity, g;,rmination, and weed seed for each seed species. DELIVERY, STORAGE AND HANDLING Packa&ed Materials: Deliver packaged materials in containers showing weight, analysis, and name of manufacturer. Protect materials from deterioration during delivery, and while stored at site. Trees and Shrubs: Do not prune prior to delivery unless otherwise approved by Landscape Architect. Do not hend or hind-tie trees or shrubs in such manner as to damage bark, break branches, or destroy natural shape. Provide protective covering during delivery. Do not remove container-grown stock from containers until planting time. ~l~,5L•~2~.-~S=o=d: Time delivery so that sod will he placed within 24 hours after stripping. Protect sod against drying and hreaking or rolled strips. I 6. JOB CONDITIONS ~'~-~6~,~' ~--~U=ti~I~it=j=es: Determine location of underground utilities and perform work 111 a manner which will avoid possi hie 1.6.2, I. 7 1.7.1. I .7 .2. 1.8, I. 8. 1. 1.8 .2. 1.8 1 I 8 4. damage. Hand excavate, as required. Maintain grade stakes set by others until removal is mutually agreed upon by parties concerned. Excavation: When conditions detrimental to plant growth arc encountered, such as rubble fill, adverse drainage conditions. or obstructions, notify Landscape Architect before planting. SEQUENCING AND SCHEDULING Planting Time: Proceed with. and complete landscape work as rapidly as portions of site become available, and shall be performed during those periods when weather and soil conditions are suitable m accordance with locally accepted horticultural practice. Coordination with Grm1ndcovers and Lawns: Plant trees and shrubs after final grades arc established and prior to planting of groundcovers and lawns, unless otherwise acceptable to Landscape Architect. If planting of trees and shrubs occurs after groundcover and lawn work, protect groundcover and lawn areas and promptly repair damage to grounclcovers and lawns resulting from planting operations. SPECIAL PROJECT W ARRA:-ITY Warranty lawns und grounclcovers through specified maintenance period, and unti I final acceptance. Warranty shruhs for a period of 90 days after date of final acceptance. Warranty trees, for a period of one year after date of substantial completion, against defects including death and for period of 90 days after date of unsatist·actory growth, except for defects resulting from neglect hy Owner, abuse or damage by others, or unusual phenomena or incidents which are beyond Landscape Installer's control. Remove and replace trees. shrubs, or other pl~nts found to be dead or tn unhealthy condition during warranty period. Make replacements within 14 calendar days. Replace trees and shrubs which are in doubtful condition at end of warranty period; unless, tn opinion of Landscape Architect, it is advisable to extend warrant.y period for a full growing season. I. 8. 5. Another warranty site ohscrvation visit will he conducted at end of extended warranty .. period, if any, to determine acceptance or rejection. Replacement shall he the pl,rnts used for same kind and size as specified for landscape work. Replacements shall he furnished, and planted as originally specified. PART 2 -PRODUCTS 2, I . TOPSOIi, 2.1.1. Topsoil for landscape work is nol available at site and must he furnished as spc('i fied. 2.1.2. Provide new topsoil that 1s fertile, friable, naturnl sandy loam, surface soil, reasonably free of subsoil, clay lumps, brush, weeds and other litter, anti free of roots, stumps, stones larger than I inch in any dimension. and other extraneous or toxic matter harmful to plant growth. Topsoil shall meet the following additional requirements: 2.1.2.1. Gradation Limits, Sand, 50-80 percent, clay 20 percent maximum, and silt, 30 percent maximum. The sand. clay and silt gradation limits shall be as defined 1n ASTM D 422. 2.1.2.2. Permeability Rate. Not less than 0.5 inches per hour nor more than 2 inches per hour when tested in accordance with ASTM D 2434, Calif. Test 220, or other arproved methods. 2.1.2 3. Agricultural Suitability. The topsoil shall be suitable to sustain the growth of the plants specified. 2.1.2.4. PH level or 7.0. 2,2. SOIL AMENDMEJ\'TS 2.2.1. Lime: Natural dolomitic limestone containing not less than 85 percent of total carbonates with a minimum of 30 2.2.2. 2.2.3, 2.2.4. percent magnesium carbonates, ground so that not less than 90 percent passes a I 0-mesh sieve and not less than 50 percent passes a 100-mesh sieve. Aluminum Sulfate: Commercial grade. Peat Humus: Finely divided peat, so completely decomposed and free of fihers that its biological identity is lost. Provide in granular form, free of hard lumps and with pH range suitable for intended use. Superphosphate: percent available Soluble mixture of treated minerals; 20 phosphoric acid. 2.2.5. Sand: Clean, washed sand, free of toxic materials. =-~~-~ -2-.2~.6~.-~P~e~r~li~t~e: Conforming to National Bureau of Standards PS 23. 2,2 7 Vermiculite: Horticultural grade, free of toxic substances. 2. 2. 8. Sq w dust: Rotted sawdust, free of chips, stones, sticks. soi I, or toxic suhstances and with 7 .5 pounds of nitrogen uniformly mixed into each cubic yard of sawdust. 2.2.9. Bark Mulch: Bark mulch free from deleterious materials and suitable for top dressing consisting of clean, graded pea size (I/4" -1/2") fir or 'Pinc Bark Chips'. 2.2. l 0, Commercial Fertilizer: Complete fertilizer of neutral character, with some elements derived from organic sources and containing the following percentages of available plant nutrients: 2.2.10.1. 2.2.1 0.2. 2.2.10.3. Pre-plant Fertilizer: Provide fertilizer with not more than I percent total nitrogen; and not less than I 0 percent available phosphoric acid and IO percent soluble potash. Post-plant Fertilizer: Provide fertilizer with percentage or nitrogen required to provide not less than 18 pounds of actual nitrogen. 6 percent phosphoric acid and R rercent potassium. Provide nitrogen in a form that will he available during initial reriod of growth; at least SO percent of nitrogen to he organic form. Plant Tablets, agriform (20-I 0-5-) blue chip tablets 21 gram. 2.2.1 I. Iron Sulphate, iron shall he expressed as metallic-derived from sulfate-deep green (FeSO4•H2O) a m1111mum analysis of 200% and 98.3% retained on a 10 mesh screen. 2.2.12. Gypsum, agricultural grade gypsum shall be a (CaSO4•H2O) calcium sulfate 94.3%. 90% shall pass a 50 mesh screen. 2.2.13. Soil Sulphur, shall he elemental sulphur (99.5%) commercially manufactured so that a pure sulphur product is used. 2.2.14. Organic Soil Conditioner, shall he a product that aids the structure of the soil consisting of rapidly decaying slowly decaying, and non-decaying material. Nitrogen (organic or ammonic) 0.5%, pH less than 6.8 salinity (ECe x IOJ at 25° C) = 2.5, ash content not to exceed I 0% Iron (Fe) expressed as metallic 0.08% organic matter 35%. Properties: screen analysis: 2.2.14.1. 2.2.14.2. Mesh + 0.2% 8 Mesh + 25.7% Mesh + 36.6% 12 Mesh + 30. 7% 32 Mesh+ 5% Remainder 0.9% 2.2.14.J. The commercial grade product used shall he Wil Gro Life. Loamex, or Forest Humus or approved equal by Landscape Architect. 2.2.15. Planting Backfill, shall be a thoroughly hlendcd mixture of excavated soil from the pits and soil amendments 1"~ 1::\-\e soi\e ~t, 2.2.15.1. 2.2.15.2. Soil Conditioner On Site Soil 50% 50% 2.'.l. PLANT MATERIALS -2~.3-. I_. __ O_u_,_a_l i_t_v: Provide trees, shrubs, and other plants of size, genus, species, and variety shown and schcdu led for landscape work and complying with recommendations and 2.3.2, requirements of ANSI Z60.l "American Standard for Nursery Stock." Container stock (1 gal., 5 gal .. 15 gal.. boxes) shall have grown tp container for at least six months, but not ov,:r two years. No container plants that have cracked or broken balls of earth, when taken from the container, shall he planted, expect upon special approval. ;'lo trees with damaged roots or broken halls shall he planted. =2~·~3-.3~·~~T~r~e~e~s: Provide trees of height and width scheduled or shown and with branching configuration recommended by ANSI 260.1 for type and species required, unless otherwise specified quantities shall be furnished as needed to complete work shown on drawings. Provide single stem trees except where special forms are shown or listed. 2.3.4. Shr\lhs: Provide shrubs of the height and width shown or ~------ listed required by ANSI 260.1 for type and height of shrub required. 2.4. GROUNOCOVER MATERIALS 2.4.1. Seed: Provide fresh, clean, new-crop seed complying with ~~---- tolerance for purity and germination established by Official Seed Analysts of North America. Provide seed mixture composed of seed species, proportions and minimum percentages of purity, germination, and maximum percentage of weed seed, as specified. 2.4. 1.1. "Schedule of Seed Mixtures" as indicated on plans. 2.5. 2. 5. I. 2.6. 2.6.1. 2.6.2. 2.6.3. 2 6 4, GROUNIXDVER Provide plants established ;ind well rooted in nat removable containers. or integral peat pots and with not less than m,nunum number and length of runners required by ANSI 260.1 for the pot size shown or listed. HYDROSEED COMPONENTS AND ADDITIVES Materials: All materials shall he standard, approved, first grade quality and rn pnme condition when installed. All commercial process or packaging material shall be delivered to the site 1n the original unopened containers bearing the mnnufacturer·s guaranteed analysis_ Binder -Az-tac or equal. Cellulose fiber mulch -Weyerhauser "Silva-Fiber" or equal. Seed Mix -As indicated an drawing~. 2.7. MfSCELLANEOUS LANDSCAPE MATERIALS 2.71 \Vood Headers and Edging: Of sizes shown and following wood species: 2. 7. 1.1. All Heart Redwood. 2.7 .1.2. 2.7.1.3. 2.7.1.4. 2.7.1.5. 2.7,3, Tidcwoter Red Cypress, All Heartwood. \Vestern Red Cedar, All Heart. Southern Pine, pressure treated with water-home preservative for ground contact use complying with AWPB LP-22. Provide wood stakes of the same species, 2" by 2" by 24" long with galvanized nails for anchoring headers and edging. Stakine Material: Stakes shall be of lodgepole pine. These shall he straight shafts, shaved and cut clean and bare of branches and. stuhs, of uniform thickness with a minimum diameter of 2 inches, free of loose knots, splits or bends. Stakes shall be no less than ten (10) feet in length. Tree ties shall V.l.T. cinch-tie or approved equal. PART 3 -EXECUTION 3.1. 1.1.1. 3.1.2. 3. 1,3, PREPARATION~ GENERAL Lay out planting areas shall mean all areas to he planted with trees, shrubs, groundcovers and areas for multiple plantings. Stake locations and outline areas and secure Landscape Architect's acceptance before start of planting work. Make minor adjustments as may be required_ All rock and other growth or dehris accumulated during duration of the project shall be removed from the site. Upon completion of all grading operat;ions, soil samples (3) locations min.) shall be taken by the contractot and analyzed by a soils testi11g laboratory approved ,by the city. The results of these tests are to be reviewed by the city and the landscape architect for any required modifications to the specified soil preparation. The soils Jests shall indicate but not be limited to the following: organic matter content; N,P,K; pH; EC; soil texture; recommendations for amendments, leaching, ap.d maintenance fer,tilizations. the Grading rrod soil preparation work shal) be performed only during the period when beneficial and optimum results may be obtained. If the moisture content of ihe soil should reach such a level that working it would destroy soil structure, spreading' and' grading operations shall be suspended until the moisture content 1s increased or reduced to acceptable )evels and the desired results are likely to be obtained. ~'~'~.4~-~AII scn!ed dimensions are approximate. Before proceeding with any work, carefully check and verify all dimensions and immediately inform the Landscape Architect of any discrepancy between the drawings and/or specifications and actual conditions. HAS BUILT 11 APPROVED FOR PLANTING & P.E. ____ EXP. _____ _ DATE IRRIGATION ONLY, ,-R_E_V_I_EV-ED_B_Y_1 --------------; INCLUDING PRECISE LOCATION OF PLANTING AREAS INSPECTOR DATE .-----.----.----------------------,---......L-,-----,----.-----,----~=:;::;:;;;;:;;:;==:;;::;;;;==:;:==:;:;::;;:::;;:;;;;::=:::::;;;;=:::::;-----1 fsHm1 CITY OF CARLSBAD ISH;:TSJ 1----1----+----------------------1c-----+---+---+---, ~ PLANNING DEPARTMENT -"""' f----+---1--------------------+----+----+---+----, /II DA TE INITIAL DATE INITIAL DATE INITIAi. ENGINEER Of" "'ORK REVISION DESCRIPTION CITY IIPPROVAI. PLANTING NOTES FOR: THE VILLAS AT EL CAMINO REAL ,,.,, , APPRO~ ~ /,/ f/ <'ITY ~· / DWN BY: PROJECT ,NO. CHKD BY: __ _ RVVD BY, SOP 93-06 ' DA TE DRA'MNG NO, 338-6L CMWD 93-503 3.1.5. Quantities for plant materials are shown for convenience only. and not guaranteed. Check and verify count and supply sufficient number to fulfill intent of drawings. Certify any clarifications with the Landscape Architect. Adequately stake. barricade, and protect all irrigation equipment, manholes. utility lines, and other existing property during all phases of the soil amending planting and grading operations. 3.1 ,6. Upon delivery of material and/or completion of all soil conditioning and grading hut prior to initiating planting operations, the Landscape Architect with the heretofore specified signed copies of required certificates, trip slips, and invoices for soil preparation materials, shall invoice such material, comparing the total quantities of each material furnished against the total area to each operation. If the minimum rates of application have not heen met, the Landscape Architect will require the distribution of additional quantities of lhese materials to fulfill the minimum application requirements specified at no cost to owner. 3.2. FfNISH GRADING 3.2.1. Finish Grading: Finish grades shall he as indicated on the civil engineer's drawings and landscape drawings. 3,2.2 Fini~h grades shall he measured ~s the final water compacted and settled surface grades; and shall he within plus or minus 0.1 foot of the spot elevations and grade lines indicat,ed on the drawing. 3.2 3. Molding and rounding of the grades shall be provided at all changes in slope. 3.2.4. All undulalions and irregulprities in the planting surfaces resulting from tillage, rototilling and all other operations shall he leveled and floated out before planting operations arc initialed. 3.2.5. The Contractor shall take every precaution to protect and avoid damage to sprinkler heads, irrigation lines, and other underground utili1ies during his grading and conditioning operations. 3,2.6. 3.2.7, 3.2,8. 3.3. 3.3.1.1.1. 3.3.1.1.2. Final finish grades shall insure pos1t1ve drainage of the site with all surface drainage away from buildings, walls, and toward roadways, drains and catch basins. Ping! grades shall be acceptable to the Landscape Architect before planting operations will be allowed to begin. Planting surfaces shall be graded with no less than 2 percent surface slope for positive drainage unless otherwise noted on rlaos. PREPARATION FOR PLANTlNG AREAS Rip suhgrade of planting areas to a 6 inches. Remove stones measuring over inches any dimension. Remove sticks, root rubbish, and othe extraneous matter. Limit pr ration to areas which prompt! fter preparation. Spread lines, g rolling amendmc i nche · f top soi I. depth required to meet s shown, after light nt. Add specified soil hly into upper 4 lace approximately ount of top soil required. Work inio top or loosene . bgrnde lo creale a transition layer and then place mainder of planting soil. Add specified soil amend mix thoroughly into upper inches of topsoil. 3.3.2. Soil Conditionin~ Fertili,ing & Rototilling: After the planting areas have heen graded. apply soil amendments and initial fertilizers as specified. Remove high areas and fill in depressions. Till to a depth of not less than 6 inches hy rototilling a minimum of two (2) alternating passes. Till soil to a homogeneous mixture of fine texture, free of lumps, clods, stones. roots and other extraneous mailer. 3 3 21. Apply specified soil. amendment and commercial fertilizer at rates specified and thoroughly mix into upper 6 inches of planting areas. Delay application of fertilizer if lawn planting will not follow within a few days. 3.3.2.1.1. "Schedule of planting soil mixture: 3.3.2.1.1. l. 3.1.2.1.1.2. 3.3.2.1.1.3. 3.3.2.1.1.4. Soil Conditioner: 6 cu. yd. per 1.000 sq. ft. Tron Sulphate: 20 lbs per 1,000 sq rt. Gypsum: l 20 lbs per 1,000 sq. n. Pre-Plant Fertilizer: 30 lbs per 1,000 sq. ft. 3.3.2.2. Schedule of Planting Soil Mixture is for hidding 3,7, l. Inspection of Conditions: Before proceeding with any work. the hydroseeding landscape contractor shall carefully check planting area conditions and shall immediately inform the Landscape Architect of any discrepancies helween the drawings and actual conditions. No work shall be done on any area where there are such discrepancies or where condilions are unsuitable for successful plant material establishment until approval has heen given by !he Landscape Architect. rurposes only. Soil lest may reduce or increase total soil amendment yardage. Adjustment (plus or minus) may he necessary. Contractor shall obtain at least three soil tests of final grade at site and submit results to ~ C\~ 1'C\~QO\"fto Landscape Architect for interprct:1tion and recommendation. Contractor shall submit. in addition lo his hase hid; unit cost for each schedule of planting soil rnixture_ 3.4. DEEPWATER ING: ~3~.4~.1~,~~A~f~t~e~r~c=ornnlete installation and testing of the Irrigation system, and preparation of planting areas, all planting areas shall he deep watered and compacted and settled by continuous application of irriga1ion water unlil the soil is mois1 to a minimum depth of s··. 3.4,2. 3.4.3. Care shall he taken that the rate of-1!.Pl21ication of water does not cause erosion or sluffing of soils. All depressions. voids. erosion scars and settled trenches generated hy the deep watering shall he filled with conditioned topsoil irnd hrought to finish grade. 3 5. EXCA VAT!ON FOR TREES AND SHRUI3S 3 ~ Container grown stock s\;,a\\ be re_(no'\Je.Q ~ Ccl>f\ w1-\\\out c~~ roo--\'3.Stoc k grown in boxes sh al I have bottoms removed. All used containers shall be removed to the storage areas or from the site. Each tree and shrub shall he placed in the center of the hole and shall be set plumh, remove sides of hoxcs where required, and held rigidly in position until the planting backfill has been tamped from around each root hall. 3.5.1. l. Por container grown stock, excavate as specified for size 01· conrniner width and depth. 3.5.1.2. Dispose nf excess subsoil removed from planting excavations. 3.5.l.3. 3.6. 3,6 I 3.6.2. 3.7.3.1. 3.7.3.2. 3.7.3.3. 3.7.3.4. '.1.6.3. ees Fill excavations for tr allow water to percola and shrubs wilh water and le out prior to planting. PLANTING TREES SHRUBS A ND VINES All plants shall he set at sue hear the same relationship h a level that after settling, they to the surrounding finish as they hore to lhe soil line grade In the container. Planting tablets shall he plac ed In each tree planting the following rntc· .. 1-21 gram tablet per 3-21 gram tablets per 4-21 gram tablets per 1-21 gram tablet per c I gallon container. 5 gallon container. 15 gallon container. ach 4 incl1 of box size. No plant will he accepted if cracked, either hcforc, during the root hall is hroken or after 1he process installation. or of grade hole at 3 .6 4 Water Ilasin shall he forme =~~-~=~~ d around each tree and shruh per 3.6.5, 3.6.6. horoughly detail. All plants shall be I depth of c.ach plant hole im mediately w;1tered into the fu II after planting. Prune, thin out, and shape tr ecs and shrubs 111 accordance ractice. Prune trees to retain L; n less otherwise directed by cut tree leaders, and remove s from flowering trees, if any. with standard horticultural p required height and spread. Landscape Architect, do not only injured or dead branchc Prune trees and shrubs to r ctain natural character. Remove and replace excessi resulting from improper pn vely 1ntng. pruned or rnisformed stock 3.6.7. St,1ke trees immediately after ==~--planting, as indicated. All 3.6.8. 3.6.9. 3,7. ·ated trees shall he staked as indic on drawings. The stakes secure. Speciul care shall he the stake docs not damage the shall he driven in plumb ancl taken that the driving in of tree roots or roolhall. Tree ties shall he fastened per detail. Remove n\lrscry stakes and espaliers. and attach to adjac nursery tape tied to steel wir steel wire to walls or fences trellis' from all vines and ent walls or fence~ with c guides. Bolt horizontal per -vi*: , .. plan ting details. ,, rows ihin Plants shall not he placed WJ :.~~~-:7~ ,..._ fwe1ve ·-mc,bes (I 2") of sprinkler heads. <>; ' .. .,,;.~ -i•'. ,;."i.,' ,·.-:, '-.- HYDROSEEDTNCJ NEW LAWNS ··"~ '•. . .. •,,' .•••••••\"m':';,_•.~•-=:~"''• /~~- , .. . .,, . ;,;-,. 3.7 2. 3.7.3. Ounlity of Work: The hydrosecding work shall he performed hy a competently trained individual or hydroseeding company in accordance witb the hest standards and practices relaled to !he trade. Soil Preparation: Water all planting areas thoroughly and continuously for three (3) consecutive days to saturate upper layers of soil prior to hydroseeding operation. Allow planting area soil surface to dry out for one day only prior to the hydroseeding application._ Care must be taken to not allow the soil surface to be super saturated with water prior to the hydrosceding installation at the same time the soil surface should not he hone dry. There should be some residual moisture within the first 114 inch of soil surface. 3.7.4. Begin the hydroseeding operatjon on all areas as specified herein. J.7.4.1. Hydromulching Application and Planting Schedule: The hydromulching shall be applied in the form of a flurry consisting of organic soil amendments. commercial fertilizer, and other chemicals called for. When hydraulically sprayed onto the soil, the mulch shall not form a bloner like material. The spray operation must he so directed that the slurry spray will also pcnetrntc the soil surface as to drill and mix the slurry components into the soil, thus ensuring maximum impregnation and coverage. 3.7.4.2. Preparation of Hydrosceding Mixture: The slurry shall he prepared at the site and its components shall he mixed to supply the rates of application as per specifications. Equipment shall be thoroughly cleaned ·rnd free or ·111 seed species that are not specified ' ' ' ' 3.7.4.3. Slurry preparation shall begin hy adding water to the link when the engine is at one-half throttle. When the water level has reached the height of rhe agitator shaft and good recirculation has been established, the fertilizers shall be added to the mixture (the tank shall he ar least 113 filled with water at this time). 3.7.4.4. The engine throttle shall he open to full speed when the tank IS 1/2 filled with water. All organic amendments, l"iber, and chemicals shall then he added hy the time the tank is 2-1 /3 LO 3/4 fu II. At this time l he seedmix shall also be added. 3.7.4.5. Spraying sh nil commence immediately when the tank IS full and the slurry IS mixed. 3.7.5. Application: The operator shall spray the area with a uniform visible cont using the dark color of the cellulose fiber or organic amendment as a visual guide. The slurry shall he arrlied In a downw:1rd drilling motion VJ :1 a fan stream nozzle. 1.7.6. Time Limit: The hydromu !thing slurry co1tiponents are not to he left 111 the hydromulch machine for more than two hours. If s I urry components arc left for more than two hours Ill the machine, the Contractor shall add 50% more of the originally specified seed mix to any slurry mix which has not heen applied within the two hours afler mixing. The Contractor shall add 75% more of the original seeclmix to any slurry mixture which has not been applied eight hours after m1x111g. Any mixture not applied after eight hours shall he rejected and disposed of off-sire at Contractor's expense. 3.7.7. Protection: Special care IS lo he exercised by the Contractor to prevent any of the slurry from being sprayed onto any adjacent property, etc. Any slurry sprayed onto these areas shall he cleaned off at the Cnnlractor's expense. 3.7.8. Application Rates: Cellulose Fiher . 2,000 lbs/acre M-Binder -140 lhs per acre Seed Mix -See Drawing Fertilii,er -400 lbs. per acre 3.7.9. 1-lydrosccding Equipment: The specified componenlS shall he mixed together in a hydroseed i ng machine described as folinws: 3.7.9.1. The hydromulching equipment shall meet the minimum requirements of a slurry distribu1ion Ii ne large enough lo prevent closing and continuous nonfluctuating discharge of at least 25 psi at the end or the spray nozzle. The slurry tank shnll have a m1n1rnum c~ipacity or 2000 g.11lons and shall he mounted on a traveling unit either self-propel led or drawn by a separate unit. , 3.7.9.2. The equipment shall have a built-in agitation system under operating capacity sufficient to agitate, suspend nnd homogeneously mix a slurry containing not less than 20 kilos ( 44 lhs.) of organic mulching amendment plus fertilizer chemical additives and solids for each I 00 gallons of water. 3. 8, PLANTING GROUND COVER 3.8.1. Space ground cover plants as indicated or scheduled. Groundcover in shruh areas shall be planted lo within lwelve inches (12") of main plant stem. 3.8.2. Dig holes large enough to allow for spreading of roots and backfill with planting soil. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water. Water thoroughly after planting, taking care not to cover crowns of plants wilh wet soils. 3.8.3. Bark Mulch. Provide not less than following thickness of bark mulch in planting areas specified. 3.8.4. 3.8.5. 3.9. 3.9.1. 3.9.2. Provide 3 inches thickness of bark mulch. Hydroseed Groundcover seed mix as srecificd ,n this section. VI!SCELLANEOUS LANDSCAPE WORK Install wood headers and edgings where indicated. Anchor with wood stakes spaced not more than 3 feet o.c., and driven at least l inch below top elevation of header or edging. Use 2 galvanized nails per stake to fasten headers and edging, and clinch point of each nail. lnslalled concrete mow strip shall he placed on 90% minimum compacted subgrade layout and construct as detailed on drawings. 1...1.Q. POST FERTILIZATION . 3.10.1. Post Fertilization for a II areas (18-6-8) shall occur 45 days after planting at a rate of 8 lbs. per 1.000 sq. ft. 3 . l l . MAINTENANCE PERIOD 3.1 I. I. The Maintenance Period begins Qtl the first ,[m: after all landscape and irriga1.ion work and a II other indicated or specified work on this project IS complete, checked. accepted and wri Uen approval from the Landscape Architect is given lo begin the Maintenance Period. 3.11. ? The Contractor shall continuously maintain all involved areas of the Contract during the progress or the work and during the Maintenance Period until the f'inal Acceptance of the work. ). I 1.3. Regular plantin~ maintenance operations shall begin immediately after each plant or lawn IS planted. Plants and lawns shall he kept in a healthy. growtng condition and tn a visually pleasing appearance hy watering, pruning, mow,ng, rolling, trimming, edging, fertilizing, restaking, pest and disease controlling, spraying. weeding, cleaning-up and any other necessary operation. 3.11.4. The maintenance period shall continue unti I final acceptance, but 111 no case, less than following period: 3.11.4.1. 60 days after substantial completion of planting. 3.11.5. The Contract completion date of the Contract Maintenance Period will be extended, when in the opinion of the Landscape Architect, improper maintenance and/or possible poor or unhealthy condition of plan1ed material or unestablished non-covering lawns arc evident at the tcrmi nation of the scheduled Maintenance Period. The Contractor shall be responsible for additional maintenance of the work at no change in Contract price un ti] all of the work IS completed and acceptable. If,, . DATE INlllAL ENGINEER OF WORK REVlSION DESCRIPllON ' 3.11.6. The Contractor shall he responsible for maintaining adequate protection of the areas. Damaged areas shall he repaired immediately at the Contractor's expense. '.\.11.7. Maint;iin trees. shrubs, and other plants hy pruning, cultivating, and weeding as required for healthy growth. Restore planting water basins. Tighten and repair stake and guy supports and reset trees and shrubs to proper grades or vertical position as required. Spray as required lo keep trees and shrubs free of insects and disease. 3.11.8. J\1.n.iJitain lawns for not less 1han the period slated helow, and longer as required lo establish an acceptable lawn. J.11.9. Maintain lawns by watering, fertilizing, weeding, mowing, trimrni ng. and other operations such as rolling, regrading and replanting as required to establish a smooth, acceptable lawn. free of eroded or bare areas. ;1. 12. CLEANUP AND PROTECTION 3. I 2. I. During landscape work, keep pavements clean and work area 1n an orderly condition. 1. I 2.2. Protect landscµpc work and malerials 1·rom damage due to landscape operations. operations hy other contractors and trades, and trespassers. Maintain protection during installation and maintenance periods. Treat. repair, or replace damaged landscape work as directed. 111. SITE OBSERVATION VISITS: 3. I 3. I. Site observation visits herein specified shall he made by the Landscape Architect. The Contractor shall request site observation in 48 hours advance of the time observation is required. 3.13.2. Site observation will he required for the following parts of the work: 3.13.2.1. Incorporation of soil conditioner and fertilizer into the soil. 3. 13.2.2. Upon completion of finish grading pnor lo planting. 3.1 ].2.3. Approval of plant inaterials. 3.13.2.4. When trees and shrubs are spotted tn place for planting. hut he fore planting holes are excavated. 3.13.2.5. \Vhen planting, and all other indicated or specified work, except the Maintenance Period, has heen completed. Acceptance and written approval shall esrnhlish heginning of the Maintenance Period. 1.1'.\2,6. Pinal site observation vi sit al the completion of the Maintenance Period. This site observation visit shall establish the beginning date for the warranty period of plant malerial. :i. n.2.7. Cpon completion or the warranty period. 3 11 1. A1:ceptance: Upon completion of 1he final site ohservalion visit and the work of this scction1 the Contractor will he notified tn writing ( I ) whether the work IS acceptable: (2) of any requirements necessary for completion and acceptance. 3.1 ;l.4 Tbis Contractor or his authorized representative shall he on the site at the time or each site observation vi sit hv , the Landscape Archi tee 1. ~~Kt \l-G4,~ * " ~~ u' , .. ·,,~, , '.•'o·;t, C, •>;), ¥f ,,, ~\ ~~ ~i-J . -~ ~-~ i~ ,;:.') ,.: ':.,,. ) :·~ : (~ ,· 'ii 0f ,., .,... , ,._ .. ._ '' ', ., " ' ff f ,. ¾11~~.---,;1 °i•l: -} \, 1::..-,,· :.~ 1/ ~-.. jy '\ , .. ··'· ,,... .,"·-~-'\'I '::}/' ' #" ,,ff t.~ •/l, :,. '~.,,,, ~'i» '-~'" :,'! > ·-~,'.f.t ··• ~-1·,-,,-:,,:;:, ,.;... ,--:-·· .-,;;;; .-~--,,,~ 7 ' ~"'i ~•''·"' -,-,7 .. . ~,>:--~'.z~;l.:;;,;-;.,; "AS BUIL T0 APPROVED FOR PLANTING & P.E. EXP, DATE IRRIGATION ONLY, REVJEVED B'f1 INCLUDING PRECISE LOCATION OF PLANTING AREAS INSPECTOR DATE ~ CITY OF CARLSBAD ~ I PLANNING DEPARTMENT 5 0 . ~--· PLANTING NOTES FOR: THE VILLAS AT E>,,CAMINO REAL ., APPROl/f"..~ 5 Id/ /p3/£, ~•1 ·~ . El<PIRES -; / DATE iD'M-1 BY: PROJECT NO. DRAWING NO. DATE INtllAL DATE INlll"l !CHKD BY: OTI£R N'PRllV AL arv Al'f'f<OV"l I RVVD BY, SOP 93-06 338-6L CMWD 93-503 !Ji I .~ Ii ii If IH ii H :;,] I Ii !' 8910 UNIVtRSITY Cf.NTElt. LA.lriH. Suin 530 SAN o•u;o CALIFORNIA !Hlll 619•~58•A'97l' FAX 6i9•S~S•9i$8 20 0 4· GRADING SETBACK -.. ··•-·-"' I • I I I; ·.=-; •· _';"' ... ,_,;,•••:·,:·M·•••J~'••~•!!['''']r,,,,,,.,,,,,,,,,,,,, •••••• 20 ~-; __ ;_ .;;'. .;;(;~.; : ,:•, :.::.: ,, -~ .. , " "' "" -· ' 40 60 GRAPHIC SCALE -1" -20' ii 0 0AY LIGHT J . \ :;/ ::,:·_:,-, ••lllllf-··!::,:,,":: .. :~ .. :.:'..,. + .. ----~~- PAO 255.0 FF. 255. 7 • • • • • EB • • • • • liil"~-•• , ••••••••••••••••••••••••••••••••••••••••••••••••••••••• I MATCHLINE --See Sheet. 17 ( ;;.:,:::,,;-./~-:¢:?~-,."" ·,,,,,, , ··::,· APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS SEE SHEETS 14 -15 FOR PLANTING NOTES SEE SHEET 25 FOR PLANTING LEGEND · SEE SHEET 25 FOR PLANTING DETAILS "AS BUILT" EXP, ___ _ DATE REV1EM:D BY, INSPECTOR DATE DATE INITIAL DATE ,,.TIAI. 0ATE INITIAi. ENQNE:ER Of' WIORK REVISION DESCRIPTION OlHER N'PROVAl OTY APPROVAL I ; : NORTH I ·• KEY MAP -I -I ----•-----I -I - . . ---------- / ··<'.\' I I I I I I ;~ 12 THE VILLAS AT EL CAMINO REAL APPRO~. PLANNER D~ BY: __ _ CHKO BY: __ _ RVY,{) BY, EXPIRES PRO-CCT NO. SDP 93-06 '>3-'f5 DATE I ORA'MNG NO. . 338-6L CMWD 93-503 ~ ".'::-=-. ..:;. -- ~ ·::_ i?f ;: FIRE PROTECTION PROGRAM -SEc:r10N B-3 <so· FROM BLDG l 1. REMOVE ALL HIGH FUEL SPECIES AS LISTED BELOW (NATIVE AND DOMESTI 2. SELECTIVELY PRUNE 40% OF THE VOLUME OF THE MODERATE HAZARD SPECIES AS LISTED BELOW 3. REMOVE DEAD AND TWIGGY GROWTH. C C 4. PRUNE TREES AND LARGE SHRUBS WHICH ARE TO REMAIN SO THAT CANOPY HT IS EQUAL TO THREE TIMES THE HEIGHT OF THE SURR0Ut,ID!l',IQ UNDERSTOAY PLANT MATERIAL (6' MINIMUM) ---+ ·~:·:;;.,":;· -~il!'I. 1--1~:.-. .s ~ 25J _], RESTRICTED HIGr1 FUEL SPECIES ltt4i~¥-~~~"""'i"' Adenos:oma fo.sciculatum . Ch<.1m1se· Art~m1sia u1.li1ornic.i. C~lifornia Sage:brush Eric,gonum fa.:;.ciculatum Bu<:k½iheJ.t Salvia·,;pecies Sage Oth.111 :.-,w(.-i1t-.s us specifil:J by Jhe City. Ac.:.ici<.1 sp~(,:i~:; C.:Jru~ spe::1es CL.pres~u~ .~p~ci~s Dcdr)l,1,!til VIS.CU&! E·..icalyptus specie~ Junir,erw:; :;pecies PtTnisetum Au1L1::i _ . Cedar- Cyp,'es.s t·lup::;i;:ed· Bu.:ih E:ucalyptu.S Juniper Fo~ntain Cras:j Pinu:; w~cies Pine , ,;, ,.:,p_..;.._:1;!'•K~ Oth~r species as specified j)y !he City, l®(•J•]9sM11ifi41r1 18##il¥- Hekrnme:es arbutlfolia MG.losrna laurina Quercus dumc,':i-a Rhu~ ·1ntegr:(oiic: Aylo,:;Oc:Jcus bi-color . . . Tovan . . Laurel Sumac Scrub Oak Lemonade Be_rry Mission Mahzanita Oth1?r :spedes as sp~cifred bJJ the City. ' ,, l!i I ~ 11 ii Jil !1: 11111111 ll II ffi t 1910 UPiilVE&SITY CUHll, LANl SUITE $a() ~AN DIE(;.Q CA.LlfOINIA 91111 20 0 GRAPHIC SCALE: ,· .. 20 40 20' KEY MAP ,., •.•. 60 .... ' ·:'•·····+······· . . . . • • .... , .... , ___ ,.... .. ,-•-· ............... ____ ...... ---... ....:.--•-··--•"'_ ...... _ .......... , ,- +-+ .. ' . . . . . ··. ', ffi ,.c,·,. _.:£., ____ _c_ ___ ......,.. __ _ ; APPH\Xb FOR PLANTING & . fRRTGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING ··,. '"" AREAS SEE SHEETS 14 -15 FOR PLANTING NOTES SEE SHEET 25 FOR PLANTING LEGEND SEE SHEET 25 FOR PLANTING DETAILS "AS BUil T" P.[. __ _ EXP. ___ _ RE'IIIEWED BY; INSPECTOR DATE DATE / . RECREATION CENTER 'A•.~ l---+--1--------------+---+----t-----r--~ CITYP~NG ~~~~N~AD ~ ===~==:::::::::============:-=~ PLANTING PLANS FOR: DATE INITIAi. DA TE INI TIAl DA TE INITIAi. EHGIN((R OF WORK REVISION DESCRIPTION OTHER APPROVAi. CITY APPROVAi. APPRO-«.1&,-~ .. PLANNER DWN BY: THE VILLAS AT EL CAMINO REAL PRCU:CT NO. CHKD BY; __ _ SOP 93-06 I DRAWING NO. . 338-6L RVWD BY: .. 23 CMWD 93-503 \ \ \ \ \ \ \ \ \ \ \ ., •• Ul'IIIIVflUITY CE.NTIR LAtiilE. §Ulll S*O SAN DIEGO CALIFOl:NIA 92'12 619•$S8•8,77 fA.X {d9·55S·1H88 \ 20 0 20 GRAPHIC SCALE: 1.. =-20· \ 40 ,. . " ~ G:ti. --·--:, <.'. ~ ~-.. ~· .. _ I I • \i. " ,. ... \' '-... ~-.. . " ... \: I • • ' ~ ~,'~}. _.- " ~1, · ·------e.~---<. ' . , .. '. ~---... . ':i "' ' " " " UNDISTURBED NATIVE VEGETATION .. , . . . ,\....--'...., L..-lL-___ _,._ ---------------- 60 • • • EB • • + + .. WA ~ MQ Gt' -------~----- ·······••1••···························· • PAO 304.0 FF. 304.70 2 ) I [] RE REATION CENTER 'A' PAO 306.6 ,....... . •....•. 2-4." ( e,") EB 'Iv ~ Is ~-• • • • • a • • • • •••••• z -0 0 r ! -)> 0 JJ -< m w z--(l) ....J a, :r:: .r:: o(f) ...... OJ <( OJ ~-(j) ' ' •••••• a5 OJ .r:: -Cf) OJ OJ U) w z ....J I 0 ~ ~ TOBRIA TERRACE·. -i SEE SHEETS 14 -15 FOR PLANTING NOTES SEE SHEET 25 FOR PLAKTING LEGEND SEE SHEET 25 FOR PLAKTING bETAILS "AS BUILT" P.[, __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE CASSIA ROAD APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ;;,pc._-(3) "M lvel.,nd en-\--:, wo.l\ "b 'o<i. :2..4-" 'r:,,:,,y: ii : ' NOH TH - I -I -I -■ l-----+---4-----------+-----+--+------+-------l fsHm]B CITY OF CARLSBAD ~ ~;:::::=='-===::P::LA=NN=IN::G:.:::.:D::E::P::::.AR::.:..::TM::E::N::::::T===--=~==::::: 0,UC NTIAL ENGINEER or WORK REVISION DESCRIPTION PLANTING PLANS FOR: WN BY: THE VILLAS AT EL CAMINO REAL .,__o_AT£_~•1<_111_ .... ___.,_o_A_T£_._1_N1_11AL___. CHKD BY: __ _ PROJECT NO. SOP 93-06 OTHER APPROVAL QTY APPROVAL RVW{) BY: DATE I DRAWING NO. . 338-6L 93-23 CMWD 93-503 -I ... I ... I ---------------I ... I -I I I I 20 0 20 40 60 ----GRAPHIC SCALE -r -20· P /l BOUNDARY -------------------------- ~·o, "' " . 0 . fB /<v -< ._ - ,--.'·•, '_.,.i -··) ?.---~/-\\: . ~;/f-::~ _.. - ref-/. .,. 'L..!tv1.: -'•,-~ I -sees heet 2o I I !J "{" a: ~ ::::d f..,:.. •• • o u,uvta~n, cu1n• LANt sunt s■o SAN DllGO C:AltfOll'llf/11.. •:t:1Jt ,, •. si• ... ••11 r . ' I· . I I'""• 1· I ,., .. ,., . . . --------r-------- • + PAD 292.2 FF. 292.9 OLEA LANE 6 ........................................... ~ i MATCHLINE --See Sheet :2.4 l ! I • ~, RECREATION CENTER 'B' PAO 291.9 . . . . -.. • • . . • • • • • p • _qr. _ ___ •,~-"-·····- ,_ 06>6> I -I ' -I I -I - -. . . -I -I ~ -I ~ -I -Q) <l> -.c I en -Q) I Q) -en I -w z . . . . _J :c -0 I--<! I ~ -I -I -I - e'e."114. • §" -• ----~ • -• . . MAIL fl .,., • ~------------,1----_-_--+T_-_-_--+T--_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--=_::::_==_::::::::_:...:_~_:.:_:.:.'._.:...--tT--_-_-_:-_-_-_:-_-_-_--t~-------1---r;l=SH=1E::::9E:;:T :;-;1-1=-c:;;..:;;1T.;:_Y:;:;_,=-:::;o;;F,;:-=-c:;;-~A,:::;R;;=-1;::s~.:;;B~A~D:;;..::;-I ;:;I SH;;;,cc;;;rsnll •,-"AS BUILT" r=--PLANNING DEPARTMENT • .,._, ::=:P=LA=N~T;I N,=G~P=LA::N:::S~FO;;:;R~:============-===:; I 'I <o APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS P.£. ___ EXP. ___ _ REVIEWED BY: DATE THE VILLAS AT ELCAMINO REAL SEE SHEETS 14 -15 FOR PLANTING NOTES SEE SHEET 25 FOR PLANTING LEGEND INSPECTOR DATE D"Tt "TIAI,. D"ft "TIAI.. PRMCT 0. $DP 93-06 ORA'MNG NO. SEE SHEET 25 FOR PLANTING DETAILS REVISION DESCRIPTION 011£11 Al'f'ROYAI. OT', N I lhhM. 338-6L ~-;t."?; CMWD 93-503 T,"" : '•-· i ! ! I i -l ..... /"•. / ■91G UNll/'U.SIH C.lNTl* L-".Nl SUIH jlO SAN DIHIO C.Allf0.NI~ 9Z I J:I 20 0 20 I I I GRAPHIC SCALE: 1 • • 20' -QJ QJ ,C (/) (l,l (].) (J) .. -:}' .. :·. ,, ~· . ' ",I'• • .. I -I -I -I -I - I ~ ? ~ 8 (,.,j 8 - () C,/) r :;,: ;--< w z _J I 0 I-<( I -I \5' 1!.11-\ ~ -I -I -I -40 •1•60 I I ::S -I -I - I ., 1-1 .1se.T ,. ii.' e,i\-1 MATCHLINE --See Sheet 21 I . * NOTE: C.Et-lTE\2-TP-ee'!. IN. t'l~IAN ee., .. u~e..N CA!"-f'ol>-W So ~AT 5Uf'\Pe,I>.& PO NOT HIT -,,,.._UN'.'.~. , ............... .,, .... J ..... .. I 'V I I ,ty ~ $ 1-:.. ~ ~ /.......0 " "r' 1./.t ~ -....J l.J.t ,..:.~ ... • .... .:;-.J ·' ) ,., i i i i MATCHLINE --See Sheet 2.1 •i. . i II II I .... ,., . ... ., .• APPROVED FOR PLANTING & . IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS SEE SHEETS 14 -15 FOR PLANTING NOTES SEE SHEET 25 FOR PLANTING LEGEND SEE SHEET 25 FOR PLANTING DETAILS "AS BUil T" P.E. ___ EXP ---- REVIEWED BY: INSPECTOR DATE fsHml CITY OF CARLSBAD ,~TSI ~====±====t============================+====1====t====t===3 ;:~=:O::==:~~~~Pl.AN~~Nl=N=G=OE=P=A=R=TM=E::N=T===--===--i 1-PLANTING PLANS FOR: THE VILLAS AT EL CAMINO REAL ./.?3=7> ---=--1-1-====t===t::=========================+====F===f===jE==j I ;.~~-~-~;;;~~~~s;~~o~A~TE~~ DA TE ~WN Y: PRMCT NO, I DRAWINC NO. DATE HTIAI. DATE HTIAI. DATE INlflAl CHKO BY: ---SOP 93-06 -338-6L ENQNEER OF IICA< REVISION DESCRIPTION DTIO APPROVAi. OTY Aff'ROVAI. RVWO BY: CMWD 93-503 8910 UNIVIERSIJ'f Clt,,jUR LAl'llf: \UITl 'io8G 20 0 20 40 .----- GRAPHIC SCALE: 1· • 20' -<.1) <.1) _c (J) <.1) <.1) (J) w z ...J ·· .. ·•··1 ■1•1 csi I--w <( 111111 > ::::: - (,·"'· ' -a: 0 <( -_J ·o 0 iz ! - 60 1 ■1•1 ■1•1•1•1 ■1•1 ., . . I . ,:"" " ----I j'~-~:----~~~~' ~--==-----------------------------------------:-:----------------------------i~~~;;;~~~~1~i~e~~~-~--Ji~~~~--, .,:~r~~J~~ , _ .. ) I ,t. ~ .-. ,;;1,:_ --. -----+: + + -t • + .. 1'. PAO 310.6Q FF. 311.3 . (r,,) 0-to 'oe. 5 ~- - ,t-t--1- + + t 2 TOBRIA TERRACE CASSIA ROAD 5·./ i. I I --1 j lo'\51\-\ SEE SHEETS l 4 -15 FOR PLANTING NOTES SEE SHEET 25 FOR PLANTING LEGEND SEE SHEET 25 FOR PLANTING DETAILS "AS BUILT" P.E. __ _ EXP. ___ _ DATE REVIEv.£0 BY: INSPECTOR DATE INTIAL (NCIN[[R Cf' WOAI< ✓ /JJ I I I 0 < - I. ✓ ~ l.J.J 0: APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS DATE NllAL DATE NllAL REVISION DESCRIPTION OTl1ER -◊VAL OTY >i'ff!OVAL KEY MAP PLANTING PLANS FOR: APPROVE THE VILLAS AT EL CAMINO REAL 0 OMI BY: PR .. 0 0-E:CT NO. I DRA'MNC NO. ~V: :~:: --SOP 93-06 _ 338-6L CMWD 93-503 I - I -I -I -I I -I -I -• O.LEA LANE -I KEY MAP . . . . . . . (13 +. SEE SHEETS 14 -15 FOR PLANTING NOTES SEE SHEET 25 FOR PLANTING LEGEND SEE SHEET 25 FOR PLANTING DETAILS >-a::: <I{ 0 z :::> 0 CD ...J ' a. APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS 20 0 GRAPHIC SCALE: 20 1· • 20· 40 60 1910 UN1"1U5,ITY CUIIH ■ LANI S\IITi. 5-90 ~A.1111 Dll<.O CA.llfOINI-, 9211:.I 619•Bllll•9971 "AS BUil T" ~===4===+=======================j===jt==jt===t==j CT:] CIT1LA2l: ~1~~N~AD ~ PLANTING PLANS F◊R P.E. __ _ EXP. ___ _ DATE RE\IIEWEO BY: INSPECTOR 0,t,.TE 0A1[ NTIAL ENQfiR(:6-REVISION DESCRIPnoN THE VILLAS AT EL CAMINO REAL DAl[ NTIAL 0A1[ NTIM. IOWN SY: 0-ECT NO. QR,\'MNG NO. 1-0.::...THC_R::.__,_Jlfff!OV~:.:. .... =-1,_:0::.:,TY.:.:..._APPROV.L.:.::.:::::::Al'--1 ~~ :~~ s D p 93-06 338-6L 't3-2.'3 CMWD 93-503 -----------·-· -.,,~ ... -"' ···~· --. -------------------·------., -----·--·-----··--___ ,,_ .. \ \ \ \ \ \ \ \ \ I ISBTI'\ -----------------··----·--·---- \ ' C &.5 CD ?-f'ClJ ~D""'i~ ,.A~ "TD e, 5-yA1.o) POOL ♦' ,. ,. ♦ ················-•' ••••••••••••••••••••••••• ••••••• . ------·---·----- 0 •. .•. ··~··· C C, \ • c'l •••••••••••••••• \ i +-' \ -(1.) \ -~ -(/) • \ -(1.) • (1.) -(J) \ ! \ • UJ \ -z ·----1. \ ! E_ ! ::;: •:z -~ .....•...• - LAWN 'POOL EQUIPMENT ·. . . L .A W N .· w > -a: 0 <( _J 0 u z • -• -• -I -■ -■ -I -• -• -■ -■ -■ -■ c 7) Oto 'oe.-5 _s,&. ! ■ ct -I --Q) ■ ~ -(/) ■ -Q) ■ Ql -(/) I ■ w i z _J -■ -I - (s~tp\:e\S~I -■ -■ ■ -■ -■ -I ■ I 0 f-- <l: ~ APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS SEE SHEETS 14 -15 FOR PLANTING NOTES SEE SHEET 25 FOR PLANTING LEGEND SEE SHEET 25 FOR PLANTING DETAILS KEY MAP r, J W -~ IB I 1m ~1 IJ[~®IW~ j]!: 0 4 8 20 I SCALE 1/8" = 1' -0" -■ -I -■ -■ -I -I - RECREATION BUILDING I -I -, •..... ,. ...•................ -1 I -.... .... .... . I MATCHLINE --See Sheet 1'2, i -I _: -. -i ------+------=- ·---·-·--r----.. -·-----. ---·--------t-. ·- ----------~-----.-... ' .. -.... ·---· . -·- --+---+---------·-----· .. - __ ,,, ____ ,,,,~,-... ·-···-·-,_ -~-~---··· .. t----+----+--··· ------------·---·-·--·-- --+----+------···--··-· ...... --··------·····--""" -- ... . --- DA'ff: INITIAL 1----~-+~---l~-----··--------DA TE INITIAL. ENGINED! Of ~ REVISION DESCR IPTlON a~ N'PRIJVill ----~----~---------.. - r ; ' 11. ;4 rN:1@§{[. (.!.': [WI' · [~~~u'"fi~V(uJlti,~ 8910 UNIV[ll:SITf CENTER LANE. SUITl 5-80 SAN DUGO CALlfOR.NIA 9111;_ fAX 619•'i'i8•9i88 B' IT' Trr u~L 1 -----------·---··---·--· ··--- P.E. --··-EXP.~. __ _ DATE jREVIE'w'Ell. BY; -----· --- --~ ·--1 INSPECTOR ---~-~=--~-----D-AT_E __ -- ·- -,--- ,--,-. "" ·-- -- -- DAlE INITIAi. OTY M'f"ROVAL ~ 3 I CIT I PLANTiNG PLAN I I p y ()F' CARLSBAD I I SHEETS] LANNINC, OEf',\f, n.1E.NT I I:;;(:) FOR: RECREATION CENTER 'A' THE VILLAS AT EL CAMINO REAL L - ~PR~ :p( Et~~JIH'~~I' ~~~---~·-----OWN BY: ____ CHKD BY: RV'w'D BY, DRAV.,NG NO. 338-6L CMWD 93-503 ------ POOL EQUIPMENT / RESTROOMS ------------------ -----....... __ I l POOL MATCHLINE --See Sheet 1"1 :~ @,i:, -~ ... - "ll(l,' ~ ~,;. ,? ·:::,,\' :,,1 ,~ ' dii:~~;: "~' ' -. ... ?,~ > ·- ~-,~,.~:t~=~~ APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS SEE SHEETS 14 -15 FOR PLANTING NOTES SEE SHEEt 25 FOR PLANTING LEGEND .. SEE SHEET 25 FOR PLANTING DETAILS . + ' +-- --------·---------------- [ ' l l • ! I -t 0 I J 4 8 20 ~[~UI~ [1HJ~~j~J1, SCALE 1/8" = 1' " O," l ' f t --------+ . I ' / ' / ______________ ! ' I [~fl:::~©:§lR.-lfi~: ii\1:~(f :t'D U'if ~-[ij'(\11] I~ ·-- &910 UNIVERSJTY CENTER LA.NI: Sunt. S80 SAN DIE<iO CALIFORNIA 92121 6 i 9· 55$-89) 1 FAX 6i9•5'i8•9!88 -., , ... -···-,. -----·····-.. -----, , P.E. _______ _ EXP. _ ____ _____ DATE ' ' FIEI.IED -B-Y• __ _lmiPECT□R DATE 'SHEETl ·c1rY of-tARf_.ssA157LEETSI L_~4_j PLANNINC, OEPAn fM[~JT I C.O r-·-·----·- PLANTING PLAN FOR: RECREATION ·CENTER 'B' THE VILLAS AT -+-------. ·----. --... ------· ------· -----+----+---+-------< -EL CAMINO REAL ---:A; -:~i;Ai'~'t~-----· -· ,, ___ -···--···-·--.. ·---·-·---·-···-----+---+------+>---------+---+ O"TE INITTf.L ENGINW< Of' ~ RE'v1S10N DESCRIPTION □Tl£R APf'Rll VAL CITY N'f'ffOVf.L ---------------. ---------------------------------------------__ _. _____ -'------------------------'---------.__----~---------------------~ CMWD 93-503 ------<1 0 7 SECTION PLAN G) ® ® 0 .® ® FRONDS -TIE WITH SINGLE · . STRAND OF ORGANIC MATERIAL UNTIE AT END OF MAINTENANCE PERIOD PALM TRUNK 4" HIGH WATERING BASIN (IF REQ'D.) · . TOP OF PAVING SEE SPECIFICATIONS BACKFILL MIX -100% WASHED SAND . (!) 12" MIN. . @ UNDISTURBED NATIVE SOIL @ FINISH GRADE AT SLOPE · @ • . FlNISH GRADE {Q)' PLANT TABLETS (SEE SPECS.) @ ROOTBALL @PALM PLANTING DETAIL 9 4 l---+ 6 ffi ® 0 ® ® 0 ® 2" . PREPARED SOIL PLANT TAB LET FINISH GRADE EQUAL (X) -SEE PLANT SCHEDULE FOR ON CENTER SPACING CONCRETE MOW STRIP OR HARDSCAPEIMPROVEMENTAS INDICATED ON PLAN CONCRETE CURB OR · HAROSCAPEIMPROVEMENTAS TNDIC:ATED ON PLAN EQUAL 1/2 (X) r:::\ GROUNDCOVER PLANTING DETAIL \S;i----~---'------ 10r--+-1 CD ROOTBALL ---......._ ® CROWN -1" ABOVE FINISH GRAl;>E @J FINISH GRADE 0 FINISH GRADE AT SLOPE ® 2 X ROOTBALL DIA. · ® . BACKFILL MIX (SEE SPECS.). (J) PLANT TABLETS (SEE SPECS.) ® SEE SPECIFICATIONS ® TOP OF PAVING @ 4" HIGH WATERING BASIN (IF REC'D.) 4 @ UNDISTURBED NATIVE SOIL ©---TR_E_E/_S_H_RU_B_PLA_N_T_IN_G_D_ET_A_IL _____ _ 1¥----{1 CD ® @ @ ® ® CD ®- . . 2" DIA. X 10' LODGEPOLE PINE STAKE (2 REQ'D.) 1 X 2" WOOD BRACE VINYL TREE TIE (2 REO'D.) 24" MIN. SEE TREE PLANTING DETAIL 12" MIN. TREE TRUNK ROOTBALL 71----+ PLAN VIEW f::'\ DOUBLE STAKING DETAIL ~~------'--_.;__~-~ ,., I I ;,____q,. ,,~ II II II II " ' II I' II II .® ,,.._.---15 (i) VINE ATTACHED TO SURFACE WITH . APPROVED METHOD NOTE: NURSERY STAKE -TO BE REMOVED EXISTING SURFACE CROWN -1" ABOVE FINISH GRADE 4" HIGH WATERING BASIN (IF REO'D) PLANT TABLETS· FINISH GRADE BACKFILL MIX (SEE SPECS.) 2>.; ROOTBALL OIA. UNDIS.TURBED NATIVE S◊ll ROOTBALL - MIN. 6"' BELOW"FINISHED FLOOR@ BLDG. VINES W/ NURSERY ESPALIER STAKE TO BE MOVED & ATTACHED TO SURFACE BY APPROVED METHOD (";;\ VINE. PLANTING DETAIL 01---------------------- NOTE: PER THE CITY OF CARLSBAD LANDSCAPE MANUAL, SECTION IlZI: ALL SLOPES ON THE PROJECT SHALL BE TREATED AS FOLLOWS: IN ADDITION TO FLATTED GROUNDCOVER (MYOPORUM) AND HYDROSEEDED COVER CROP (AL YSSUM) SPECIFIED, .JUTE MESH (TYPE AS APPROVED BY THE CITY INSPECTOR) SHALL BE STAl<EQ TO THE SLOPE (AS RECOMMENDED BY THE MANUFACTURER) WHE,N .PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15TH. DURING THE REMAINDER OF THE YEAR, JUTE MESH IS NOT REQUIRED. PLANTING LEGEND QUAl'!JITY 50 q1 88 r,7 17 "13 ~6 114 e,3 '2-42.i 'ZA-1 617 5 '5 '""q ""ll<J 49 I 73.2f ,e 2-1'? 7&?-· Zc.,e 1,lcf) ~15 5,:,2. 17 57, NOTES: SYMBOL SIZE BOTANICAL NAME COMMON NAM!a . R!3'/IAFIKS (UNLESS SHOWN OTiiERWISE) ,,. 'c,•: ,. TREES ,, :! -~. •. AA AS SHOWN ARECASTRUM ROMANZOFFIANUM QUEEN PALt,,\ -~i,$.~"'l'J· CA 24" BOX CUPANIOPSIS ANACARDIOIDES CARROlWCX:iD SID.FORM M":! 15,GALLON MELALEUCA QUINQUENERVIA CAJEPUT TREE . MULTI-TRUNK FE 15 GALLON PINUS ELDARICA NCN ' . PA 24·· BOX PLA TAN US ACERIFOLIA 0LOOO<:jc>OP LONDON PLANE TREE SID.FORM Sv1 15 GALLON SCHINUS MOLLE CALJFORNIA PEPPER LOW-BRANCHING TT 24" BOX TIPUANA TIPU TIPUTREE LOW-BRANCHING TC 15 GALLON TRISTANIA CONFERTA BRISBANE BOX SID FORM \,\fl AS SHOWN · WASHINGTON IA ROBUST A MEXICAN FAN PALM SHRUBS. ®® 1 GALLON ACACIA LONGIFOLIA NCN 1 GALLON ACACIA REDOLENS NCN 0 1 GALLON AGAPANTHUS ORIENT ALIS LILY OF THE NILE @ 15 GALLON AZALEAS. INDICA · ·AZALEA @o 15 GALLON CHAMAEROPS HUMILIS MED. FAN PALM 1 GALLON CLIVIA MINIATA KAFFIR LILY ©® ,',GALLON CXJTONEASTER PARNEYII RED QUSTERBERRY 1 GALLON ECHIUM FASTUOSUM PRIDE OF MADERA 0 5GALLON ESCALLONIA TERr OwAl2.f' ESCAU.01--\IA (][) 5 GALLON F ATSIA JAPON ICA JAPANESE ARALIA e <::,GALLON GREVILLEA NOELi! NCN e 5 GALLON LIGUSTRUM JAPONICA JAPANESE PRIVET ~(D ,S GALLON MELALEUCA NESOPHILA PINK MELALEUCA 1 GALLON PITTOSPORUM WHEELERr WHEELER'S DWARF (!)-5GALLON RAPHIOLEPIS 'PINK CLOUD' IND/A HAWTHORNE 0 1 GALLON TECOMARIA CAPENSIS CAPE HONEYSUCKLE VINES • 5 GALLON DISTICTIS RIVERSII ROYAL TRUMPET VINE STAKED-TRAIN • TO TRELLIS 1 GALLON RCUSREPENS CREEPlt,,G FIG STAKED -TRAIN TO WALL GROUNOC0VERS ~ FLATS MYOPORUM PACIFICUM' t\O', 24" 0.C." Iffl 4"POTS PELARGONIUM PEL TATUM IVY GERANIUM 12" O.C. lIIIl FLATS TRACHELOSPERMUM JASMINOIDES STAR JASMINE 24·· o.c. □ HYDROSEED . . MEDAUON FESCUE DWARF FESCUE TURF 8 LBS/1000 SF [!I] HYDROSEED FESTUCA RUBRA CREEPll'6 RED FESCUE 8 LBS/1 000. SF All SLOPE AREAS PLANTeD WITH FLATTED GROUNDCOVER SHALL ALSO BE 1-IYDROSEEDED WITH AL YSSUM AT ? LBS/1000 SF !. (-=,)\'o-e. 'C.a<"'P?,-\-ot;;. "=>"'°...J o..x·-.d (_?..) \bs I f"Ol_\;;;>\ ce,'f""-\ PROVIDE A :11 .. LAYER OF BARK MULCH IN ALL SHRUB BEDS PALM SIZES ARE SHOWN IN '8TH" BARE TRUNK HT., MEASURED FROM FINISH GRADE TO THE BASE OF THE LOWEST FROND. (5.) \'ot'.> -t-oTa\ ~o\\ow \--..'l6==0.1 n3 S?2C..\~1<:.o... ~1 °"'& on s\-\eet \5, w ,~-ti,e ~\\ov-::,105: . c.e..\\u\~ ~,\:,,.,;,_, -\2.cx::> \~/ o.c.-e__ /I'\-e,1ode.., -\4-0 I b'"::> / o..,::.x·e.. ~e.---t 1 \ 1 z.er -400 · 't'o~ / o.,:.:re .. Locate street trees: 1/-!€:. coVf:fZ--&f"of' f>HAl--1.-U P-ffUW /,.,1 A "fi'.18-t MN-,lfJep<-. ,;uwiu1eNT 1V "f'FOVtDE-qur"o wVW-1--€£, Wrn-l!N 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 t.he R.O.W. if approved by the City). b. A minimum of 5' from paving. SO '.PA '(c'o, c. A mi tu mum of 7' from any ·sevcer line. d. Not in conf1ict with public utilities. e. Not be allowed on street co.rnets within a triangular zone drawn from two points. 25' from the begmnmg of curves and end ofcurves APPROVED FOR PLANTING & IRRfGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ,, AS BUIL Th P.E, __ _ EXP,---~ DATE REVIE'w'ED BY, INSPECTOR DATE ~ CITY OF CARLSBAD ~ i-----t---+------------------+---+-----1---+---, ~ ,___ __ P_LA_N_N_IN_G_D_E_PA_R_T_M_E_N_T_~ ~ i-----t---+----------------+---+-----1---+----j PLANTING DETAILS FOR: THE VILLAS AT CAMINO REAL I J-3 :S t-----t--+..-----------------+----+----1---+----l (S~IDlYz.;;;:;:;+~~=..~==:.::gx~P,jjlRl>JE;,5;:::::_:-r bATE OWN BY: PROJECT NO. I DRAWING NO. ~~~n B;~, . SOP 93-06 . 338-6L DA TE INITIAL OIGINEER OF WORK REV!SION DESCRIPTlON OA TE INITIAL [JT1,1(R APPIWV AL CHY APPROVAL CMWD 93-503 l]ii 1 % 11 11 il) , J,\ [ii !! it [I[ I 00 i: ~ I 11 :2;, \i. iJJ 0;; Cc f:. rfi ,; IA h (( 1.~.1 _1 i:-:! t TT Ll-1r ~ 910 UNl\llRSITY CENTlR LA~E SUITE SSCJ SAN DIEGO CAUtO ■NIA 9l I l2 619•5.S8•8977 20 0 4· GRADING SETBACK I I I< I I t-•{t-;::j::t--I~------ 20 40 I I t 60 GRAPHIC SCALE -1• -20' .... 0 ••••••• I - ' ' ' ' I 0 ..,. C\J ' TRASH r DAY LIGHT J - _..,....---,--~-· __ , ---------- ;,rc------------i ,:.--~. ........... . ............ . c& 2-54 5 IB 2-52_70 ,: r--....., .; IE Z€240 . ~--·' -:· ·;:/"" l] APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ! SEE SHEET 32 FOR DRAINAGE LEGEND I 4-7 PAD 255.?> FF. 254,_6 1'i 254.& le 253-SO --__. -----.,,.. --..-. ------ T4, 254-U> ---- ,1;,z.51_4, '"-2A'l, I 1'. 253-,r,d : -- 8 ~~·) ·,:/•: ,,:,:· ','.;. NORTH KEY MAP INSPECTOR _ ___J[._2_0~ :_EWER ESM~ _ -~- DATE -r&ZS . _1-e 2-s2.70 DATE ' ••• ••••• I I I / / NTIAI. 11, ENQNEE~ Of WORK -----------------~~~~ 7 ,, , , ~ -............ --- 1 ,& Z"'6-0 I ~ I 0---rr~ Na9D 'I ••••• IE 2W.70 I •• •• 'I ..... :..~ ,, / . "-- ' I •• I I • ,, V,HO f Z&G,_50 ,, ,.,,------, --I 2u,94 I I -, I I I I z{;f/1 Z<,,7.CO I I -, ~ _,.,~·--y REVISION DESCRIPTION .... ♦ ... -/~ DA TE INITIAL DATE INITIAL OTY APPROVAL I I I /· I I PLANNER OWN BY: I I I l.JJ 2; J! f} if CHKD BY: __ _ RVWO BY: -I -I -•·----I - P JECT NQ_ DRA'MNG NQ_ SOP 93-06 338-6L 93-23 CMWD 93-503 f1 ~1~,@§tf,:.)!jlil i'i l~&i,Ju'rt~V ,W ii [ &910 UN1Vf.R$1Tl' (.l;NTJ,R i.A.N( SunE 580 S.a."' DltCiO C,\ll'fOP:NIA 92 I 2Z 20 D GRAPHIC SCALE: 40 •••• • .. ii NORTH KEY MAP 60 L •••••• I I \ \ MATCHLINE --See Sheet 2,.<.P -~,._._~•~·-··························· TRASH ' \ ---·•~. "fb 2-744 • • " 2S'5, '.2- ':> _ ,o -<BZ:54.9 IE-252 CD L-L..------\ -) I .,,, --------------r"""\.----...,__, -------. -----. ----. Z74,o IE'. 27270 ····•· -r-2-14 5 . •• . . I ?.55:0 2.53.30 \ \ ______ :2.7e. e , Z75.co ,··' '• ··.;;. ············ ---------------------D-- 274 .S 2750 IE' 274.CO .--------------- --------------~--;_;~ 0 ----,& 2-74 5 I 273 ,5C) IE. 273.SV 274 IE-273.30 ~G, 1--J&,,'J. 16 'J-76 '2- -- _____________ IE, ZJ_;;.70 ;:;. 74.5 1e 2-73.20 \ {\ PLACE ... ••••••••••••••••t•••••••••••••••••••••••••• 7-5 2 . -1 \L r-••••• .· -~ •••• ------r""'\ ' -. ,. ' ~--Y1111t1rr••r1••" ~ • --· · · -, _,.---,,.I.I .. 1 TRl'S\-\ ·.;"',_ -_rl"I.,.~-· r91:,111~-• -. ······•·· ,,!I, ~-n1111•n•1111••.,-••""'' 8 sne8 '-LL/ IWl•····:/\lc\-lLINE --Se ! SEE SHEET 3-2 FOR DRAINAGE LEGEND ( 1/ / / / 1/ I I . • . . • . . • • • • • • . . . . • • _,,,.---.., . / :.. , . \ I I I I \ \ I 1 I 7'8.0 77S) / 1/ \ \ \ I I I I / / ' \ ........ ,,,' ... · •_+: .' : .: . '\ RECREATION CENTER 'A' \ I \ \ \ \ I / 1\1 I -I - "AS BUILT" t----+---+--------------+---+---+---11---------4 IT:] CITY PLA~!:G ~b~~N~AD APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS P,E, ___ _ REl.1EWED BY: INSPECTOR EXP. ____ _ DATE DATE DAT[ INITIAL OATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL OAT[ tNITIM,. OTY APPROVAL LANDSCAPE DRAINAGE PLANS FOR: APPROVED 'PLANNER OWN BY: THE VILLAS AT EL CAMINO REAL s CHKO BY:~~- RVWO BY: PR0'°JECf NO SOP 93-06 DATE DRAWING NO.I 338-6L 93-23 CMWD 93-503 [i]~)lHl~ ~ ii E M [] HI G l.:::~~·Ql§t¢c1f] ~ ~t [~ fl f ~ (f fr[~j 11[~ 8910 UNl\11:.KSITY (.ENH.:~ lANE SUITE 5SO SAN D1t:GO CALIFORNIA 91111 619•558•8977 20 0 20 GRAPHIC SCALE: I'' = 20' I . i 40 I - I 60 I I / r1 IE 2qq.oo I I I l& I TG, 3C0.3~1 \ (IE. 2..96-CO I /' __. -~---······ ' I I • . -~ • --- ••••• . : ..... I\ " --------r,_-0\ IE-ZH9.20 ..... , ...... . • Tb .. 6 IE '30/.BO 3 0 IE ?b2.o0 PAD 304.0 FF_ 304. 70 69 D D ·i············ •••••••• D TOBRIA TERRACE 2 0 / / .. ,. // Ti Wo,5 / 0 Tb 50.3.7 PAD 306.6 IE' '3CO 00 ••••• ••••••••• • •• ••••• MATCHLINE --See Sheet 33 CASSIA ROAD I I I •••• ....... l 30G..O IE. 302. ,9 o~i----tr"'r • . . . • . I ' T, I . z -0 Q r -)> 0 JJ -< m -I -I -I -I■ -I -■ -■ -■ - -------------------------------------------------------- "AS BUILT" PE __ _ EXP. ___ _ REVlEWf:D BY· INSPECTOR DATE DATE APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS !SEE SHEET :l2 FOR DR.J\INAGF l.F.GFND I DA TE INITIAL [NGlN[[R Of' WORK RE\/ISION DESCRIPTION OAT( INITIAi. OAT( INITIAL OTH£R APPROVAi_ OTY APPROVAi. ■ -■ -I -I KEY MAP LANDSCAPE. DRAINAGE PLANS FOR ' .. THE VILLAS AT EL CAMINO REAL PLANNE DWN BY CHKD BY~~- RVWO BY: EX ES PROJEC NO. SOP 93-06 w z--Q) _J Q) -r..c 0 lf) f--Q) <( Q) ~(/) ii) ...... 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MATCHLINE --See Sheet 34 L.. :Z.dj'j.Q I • i i • ~, RECREATION CENTER 'B' PAO 291.9 • !Eo ZH0.5D "";;?,<//,'I t -z.qc_ 70 2'1.7 1f \ Z92.5 •, IB ;BJ . ••• '\ .. .. •• •• -·-···?_!~~ ) __ ;:1 j'.' . ., •.•. , '.1;,; -- ,Sf; ft,7 . . ....... I -I ' - -.,, 2'11 "' I t ie z 'ii:>. i>'.) -I -I -I I -I -I -I -I I KEY MAP -QJ Q) ..c Cf) QJ QJ U') w z _J I 0 r-<( 2 BUil T" 1---+--+------------+---t---+------t-·-----i ~ CITYPj>N[G ~!~~N~AD LANDSCAPE DRAINAGE PLANS FOR: P.E. __ _ EX?, ___ _ DATE THE VILLAS AT EL CAMINO REAL REV1EM'.D BY, INsPECTOR DATE DA TE IMTIAI. OA TE INITIAi. ENGINEER a' llOllK REVISION DESCRIPTION OMR APPROVAi. CITY APPROVAi. OWN BY, __ _ CHKD BY: __ _ RVWO BY: EXP S Pf10£CT NO. SOP 93-06 I ORA'MNC NO. 338-6L q1>-l."?, CMWD 93-503 ... l?;, ZSI 'I I Z7'1.71 l~ I \HI I~ l~I ~ Ill ~j @ [LJJ 1111 rr: [k /i.i 1fi1 lg § ~ ~-."r~ I~ ,% [i1 ~ l}il ,_': ir I'.~ {f 7} ~:1 (( It 8910 UNIVERSITY CE.NTlR LANI SUITE. 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I I I I I i / "AS BUil T" P.E. __ _ EXP ___ _ .,. 60 I~ .3<?~_: __ 1,e.___ ,' ', 901,9D L 30! 70 I ~01.40 : 1 39200 I ■ • •t• • •firiiliiiilil1iliil 1111i,ii i ■ Iii i ■flllii I"•■'-•• 1'111,jjj..;;~~~J.111111 i~ ·· i;.;.·====···"::···" REVIEWED BY: -■ ■ - MATCHLINE --See Sheet ':>I INSPECTOR !SEE SHEET 32 FOR DRAINAGE LEGEND! DATE DATE I I I I .1 I I A PROVED FOR PLANTING & IRRIGATION ONLY,· INCLUDING PRECISE LOCATION OF PLANTING AREAS :Z.93.0 I I NORTH", KEY MAP 1------+-+-------------t------i--.-----t-----1 ~ CITY OF CARLSBAD ~ ~ PLANNlNG DEPARTMENT ~ DA TE INITIAL DA IE INITIAL DA TE INITIAL ENGINEER <;If WCRK REVISION DESCRIPTION OTHER APPROVAi.. CITY APPROVAL ::=:::::::::::::::::'....:::=========:::::...:::=::::::; LANDSCAPE DRAINAGE PLANS FOR: THE VILLAS AT EL CAMINO REAL OWN BY: __ _ PROJECT NO. CHKO BY: __ _ RVWO BY: SOP 93-06 DRAWING NO. 338-6L 91>-:2.~ CMWD 93-503 <( w I- 0:::: (.) w~ <( I-<C -w I 0:: u<C z 0:: <C (/) 0 wI 0.. 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I I -----------------_--------------------------------------------------------------------------------------~------------------------------------- ~ 8910 UNIVEI.SITY (.~NTf.R LANE Sunt S80 $AN DIEGO CALIFORNIA 911.ZZ FAX 619•SS8•91S8 20 0 20 GRAPHIC SCALE: 1" • 20' 40 60 "AS BUil T" P.E. __ _ EXP, ___ _ DATE RE\ilEWED BY: INSPECTOR DATE DA TE INITIAL ENGINEER ~ WORK I I APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS · ISEE SHEET 32 FOK DRAINAGE LEGEND! OA TE INITIAL DATE INITIAL REVlSION DESCRIPTION DTHER APPROVAL OTY APPROVAL LANDSCAPE DRAINAGE PLANS FOR: THE VILLAS AT EL CAMINO REAL OWN BY: __ _ CHKD BY; __ _ RVWD BY: PR6.£CT NO. SOP 93-06 KEY MAP DATE I DRAWING NO. 338-6L "l'b•:2.'b CMWD 93-503 I -I -I -I --- -I -I - . ,·-. ,.., ,: ......... ~ ... ,, .. ,, ............ +,···· .;:: ·::~ :~i I I -I -I I -I -I -I -·-. -··--. -- I - OLEA LANE I -I -I .. ii NORTH KEY MAP .. -·.r.,,1.,,,_ ••••••••••• • . • • • • • • • . • • . ~ ·············' -r& 2'/15 IE'-2'lO 30 -----..........__---..... le Z't0.70 P /L BOUNDARY ·····"'"'''·················•''''""""""""""""'"'"'""""'""" 'TC Z"t/ 5 1 zse. "° ' l 7"& 291.B / IB 200.60 I 2f'HS:O / >-0:: <( 0 z ::> 0 ID ...J ......... ll. I SEE SHEET 32 FOR DRAINAG); LEGEND ! "AS BUil T" P,E, __ _ EXP, ___ _ DATE RE\11EWEO BY: INSPECTOR DATE APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS 20 0 GRAPHIC SCALE: SYMBOL LEGE'ND SYMBOL 0 • DESCRIPTION NOS NO. 903 OR 904 DOWNSPOUT CONNECTION NOS 6" SPEE-D BASIN W.IJH NOS NO. 882 8" SQUARE GRATE NOS NO 05 6" SQUARE GRATE ON 4" PVC RISER NOS NO 910B 4" RqUND BRASS GRATE ON 4" PVC RIS~R 0 CATCH BASIN PER ENGINEER'S GRADING PLAN,S [J ---- ............. TG IE FS eG FF PAD FL CLEAN-OUT PER ENGINEER'S GRADING PLANS DRAIN PIPE PER ENGINEER'S GRADING PLANS SOR 35 RIGID PVC DRAIN PIPE, 4" UNLESS NOTED OTHERWISE PROPOSED TOP OF GRATe ELEVATION PROPOSED INVERT ELEVATION PROPOSED FINISH SURFACE ELEVATION. PROPOSED FINISH GRAD\' ELEVATION FINISH FLOOR ELEVATION PER ENGINEER'S GRADING PLAN BUILDING PAD ELEVATION PER ENGINEER'S GRADING PLAN FLOW LINE "'"'"""'" 6" PERFORATED PIPE 20 40 60 20· DETAIL A/¥,- [IH~IE'KI l)~il[rn1, 1001: ~#d¾@§~~[)I} ~ fr?rf, fn) I) lJ (~. ~~ .M1 l~1l 89i0 UNIVUSIH CENTU. lANi. SUITE 580 SA.N D11;GO C.ALIJOI.NIA. 91111 419·'$'58•8917 JAX tl9•';St•1'188 1---+---+------------+----t---t---r-, ~ CIT11.:A21r ~t~~N~AD REVISION DESCRIPnON LANDSCAPE DRAINAGE PLANS FOR: THE VILLAS AT EL CAMINO REAL APPR E RES OWN BY: __ _ OAIE INITIAi. OAT£ INITIAi. CHKO BY: --- OTHER APPROVAi. OTY APPROVAi. RVWO BY: P O.ECT NO. 6DP 93~06 DRAWING NO. 338-6L CMWD 93-503 I L_ -------------------------------------------------···--. -·--. --------------- 1'(f' I c..A\... SU R'FJ'>..CE 'D~I t4A",'E:: PATTE.f'-1'\-J4..L.., osq_ ~~A=5 S\-\A\...l.. t::>fV>...I N @. M \ N . I o/o IDWAl>-0 DEC.I"-DF'P-\ N."c> CAWA 'i FROM 6~"', WAU..<t>, COt' \N4 A\110 PLAN Tl NG, Ai2.EA~ TC:, '?,OG, • 4- 1 E 305.00 ••• FS ~7-2.o . • . • . . • •• . . . . • . • . . . . • • IE :,05"· 2.1 .. .. .. .. . -··· .. TG, 3oG,,G.9-~--'I' 1£: 3o4. SS 111111111111111111111111111111111• T 30G>.5 IE-30:s.5o POOL COPIM~ 5£Y7.02> CONT. • . ..··rs 3<Xi . 3QC-..19 •• 305.i"I '-G,•' ..:=--=.=--.,,.,. I fS '3cX,.99 .•••• . •• .•· . . . . Fs w1.oc., ~ Wl.o& '-.~""==../1.· . • • . • + •••••••••••• ...........•.• , •.•.•.• , •. ••••••• ♦' ♦' ..................... ____________________ ____,_ ______ ~---- le 304.lb FS fZ-'E.CF-E.AilOl-4 !BL-OGr PAO 30Co.G,. FF '&l"T.!,O ' ' I I \ I . . . . . • I I I . . • . . . • . . • . . . • . • • . . I • . . . • . . • . . . . I I I . . . . . . . . • \ . :.. \ . • . . . . • . . . ••• ------------- I \ TP '312, 10 • (i'(P\CAI-) . . . . . . ........ o , F~ 2,cn.z.3 Po &>,.3 FS 301.'?,3 oOt:;.O 305- (,) ~ ................. \,'() \ i +-' \ ! ~ • U) \\ ! ! . 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Su1n S,81;1 SAN DU.GO C!lllf0KNIA 9ZJ ZZ ~•9•558•8977 FAX 619•5S8•9188 . --. ··------ I\ ("' BU IL. ~ II r10 I ......... ♦' ♦' ♦' •••••••••• .................... --------·------ ' F5 ~7:?)0 DATE I -I P.L ___ -EXP . _, -· -. -I . ---------"'-·---------MATCHLINE --See Sheet 2LJ i I REVIE\.IED BY• - I I ----·----, ---INSPECTOR DATE ----------r------_: . r-· .. --.. --·-------------r------, ------LII:]: CITY OF CARLSBAD I I SHEETS] ~--~-·-·-----··--· ----------··· -t-. r------------------' I '50 r------·---I.-----· ~ .... ·------------.... ·--,-.. -,•-,. .,,-..... ~ I PLANNINC DEl'AR fME.NT ' ,-----f--. --~-----···-----"" . ... , ----· I'---·-·-· -f------._ ____ .... ♦' ,------f------•••r•• .. ,•~~ -------,, __ ------1 LANDStAPE DRAINAGE PLANS FOR: RECREATION CENTER 'A' I -----~--I THE VILLAS AT L EL CAMINO REAL ·--~· w •. , ___ -· -·-•-,•---"" ___ ,, __ IAPPRO~ ,---•=- I /~3-f.5 ···---·--~---·-·---·--·---------·- ----·----------· ~~------------- etf't El EXPIRES DATE .. _,_ "''°"' -----·---·-----"" -- I PRO.£CT NO. ;J ORA\li1NG NO. . DWN BY: -.. -.-····-· -·· ----·· ----DATE INITIAi. • OA'T'E ll<lllAI. OATE IM11N.. CHl<D BY: 338-6L Dl<llNEIR OF --REVISION DESCRIPTION 0~ -VAL OTY Wf'ff.OVN.. RV'.'D BY• SOP 93-06 CMWD 93-503 MATCHLINE --See Sheet 2--4 1••••••••••••••••••••••••••••••••••••••••r••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••'!!t i . ~ i OLEA LANE · .. ♦ i i!'----... • ... • ... • ... • i i ... Cot-\t-\'f.C,"T "10 pu,oi;,.. Ol"A\1--\',, ----a'-----... -~EE A'f'.c\4. 01,.l~'<,. i i i ... • i ... . , .. , .. , .. , f'-E<eTP.COr-15/POOL. E.OUIP. PAO '.2.C\1.9 i<'.::i. 2.."\l.O IE 2.8"1-!,O r>OC>L. COf'IH9 2..C\'2..?,0 CONT. I ,w :2."IS.10 C.01'1't-l"..1'1'?.") loLOe:,. IC., PAO 29~.0 FF 24o.70 ..___ ""N'PICAL SllP.f=ACE. bi>AlNA~E FATTl'S~N-Al.L DEC\<:.. ~UP.FAc.es S\-\Al...l__ t)RAl'N @. M\t-4. lo/o TOWA~ DEct:. O'PA\1--l~ (AWAY P-POM COPll'-\Gi 1 'el-bG, WAU."5 AN'D PLAl-11\N9 A~fAS. APPROVED FOR PLANTING & IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS r, , I 0 4 8 SCALE 1/8'' =1'-0" ISEE SHEET 32 FOR DRA.INAGE LEGEND j ?. 0 =rnri~i~oo [lj~Jmi!!) jOOIJ; [L ?1 ~@tct £) H #\ ills f;JO D tis ii lH~ ••10 UNIV[RSIU ClNTU LAN' SUITE. sao SAN DllCO CALIJOUUA ',ti I U JAX 6'9•'1"111•911111 "AS BUILT" P.L __ _ EXP. ___ DATE REVIE\.'EO BY• INSPECTOR DA TE ,.--------,----.------------------··---·-··-~-------.---.------,---,------'-~-~--:--:--=~-=-=--=------=-~-=---....,-=--:--:.,-=---=---c--=-c--.:c--:---,---=--:--.---------1 --+--1-----------------.. -1--__ -_-_,__+-_-_-_,___I--_-_-+-+---................ fsHE!17 CITY OF CARLSBAD ~ ~ PLANNING DEPARTMENT ~ --+----------------+-----::====::~====:::::::::;::::====;~:;::::=========~'.:::::==~ LANDSCAPE DRAINAGE PLANS FOR RECREATION_CENTER 'B' THE VILLAS AT EL CAMINO REAL ii I ( NORTH KEY MAP OA TE INITIAi,. E),C)INEER OF WORK REVISION DESCRIPTION DA "TE IHllW.. DATE IHllW.. PRo..£CT NO. SOP 93-06 OTHER N'Pf((JV Al CITY M'PftOVM.. I DRAWING NO. 338-6L CMWD 93-503 . i1~~rn1m ii ill lli1 I~ (1 ! ~! i: 11 A·_¾~:§:(£: /f.) ,ft ffe._. :h[:._L~. l; i'.-!-1t77lJ: 1!:-1. 4' GRADING SETBACK (2) G; \,,1\De 'SW.\1-.\C=, \NC,, C\4.A\~ L\N\(.. ~Pn'es PIS.R. 'o"TI). OW~-~0-M-t'; I I f I 0 ••••••• 6910 UNIVER.SllY CtNTEft LANE SUITf. 58D SAN Dll(.O C,UIFOlNIA 92122 619•>>S•S'IJ:77 APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS 20 0 20 40 60 GRAPHIC SCALE -,· • 20' 0 '1- (\J I fr TRASH 0 0AY LIGHT J D MAILBOX LOCATION 'A' -----, ·---·----- SCREEN WALL THIS LOCATIQ~ NOTE: ffi 8 PROVIDE A 4" PVC SLEEVE THAU WALL AT F.G. FOR IRRIGTI0N LATERAL LINE (SEE IRRIGATION PLAN) -----+ 1 3 \ I ,........__, I MAIL ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• MATCHLINE --See Sheet ?.,Ct) •• NORTH KEY MAP J SEE SHEET 41 FOR CONSTRUCTIO~ LEGEND I NOTE: ALL FINISH GRADE AREAS UNDER STAIRWAYS SHALL BE CONCRETE, TO MATCH CONCRETE WALKS, SEE DETAIL A/45. NOTE: SEE CIVIL ENG[NEER'S GRADI~G PLANS FOR ALL WALK GRADES AND SPOT ELEVATIONS. "AS BUil T" EXP, ___ _ REVIEWED BY: INSPECTOR ---~ -----........ --~ ..... • ~::?r~~--_. ....., \ I I , I I I I I ,I. I, I I I I / / 1 I / / / -h-1 1R ~ 91 R1\/~1/ --: ' ~ ....-/ ~ i ioi ~ I I I I I I ;~& /l I~ /8 I /:!! eATIO iv~l□mnrnm PLA.NS (TYPICA!J) N LC ' I I -<., QJ . QJ 0 QJ cJJ ' I I -I -•-----I -I -I 1---- ~----l-----l-------------t---t---t---r-~ c ITY PL2fiNG ~t~~N~AD DATE DATE OAT£ IHlnAL ENGINEER Of' WORK REVISION DESCRIPTION OTY APPROIIAI. CONSTRUCTION PLANS FOR OWN BY: THE VILLAS AT EL CAMINO REAL PR ~CT--NO. CHKO BY: __ _ SOP 93-06 RVWO BY: DRAWING NO. 338-6L 93-13 CMWD 93-503 ~~Al~@§{f/:)[fi; ,~\Vi~ ::-iJ 11rr 1 t rt!l1 ~!1 1910 UNI\IE.I.Sln' Ct.NH.It li\NE SUIH. :;i,o SAN DIEGO CALIFORNIA 9Z l lJ 6 I 9•558•8971 FAX 619·551J•'-'U8 20 0 20 GRAPHIC SCALE: ,. = 20' 40 •••• .. __ , I ,::;: ' I .. ,~., iw NORTH , KEY MAP 60 I •••••• -.. -·...,_:.-, £1t:ii:: H-b'-,IL_.-,------> ,. I I ' I Ai'·" ..... i .... . . . . . . . . .......... , .....•. SCREEN WALL THIS LOCATION MATCHLINE --See Shee-t 36 ~-,, ' / ' o'' 4, -. --------,----_,.,--··'"'"' .,-... - ,/ . -,_ ."/> f\tJ(···-~ ..... - I \ / _ .... , .. ,'1P..BR6'1Et5FOR PLANTING & --· .. IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS I I _.---~ --· \ -- ffi -----~- I SEE SHEET 41 FOR CONSTRUCTION LEGEND ! NOTE: ALL FINISH GRADE AREAS UNDER STAIRWAYS SHALL BE CONCRETE, TO MATCH CONCRETE WALKS. SEE .DETAIL A/45. NOTE: _ SEE CIVIL ENGINEER'S GRADING l>LANS FOR. ALL w ALK GRADES AND SPOT ELEV AT!Oll!S. . -;--------·-----. .>}<~? ....... . "AS BUil T" P.[, __ _ EXP, ___ _ REVIEWED BY: INSPECTOR DATE ---" \ ' ' '\ ' ·-('.:} ,,,,) \ . -----' . . ., _. :, __ ,_ 1,!,_ :.-,, .-· •·:······--, .. ., __ _ -~; .. " ..... '.:-, ---:.r ;~•r·'r..;., ~4-" ·; !'(""': ::·::;····--'., . ,, ' . ~ , ) .... , .. , . -·-•~:,. . ,. '\ ' \ \ \ / \ I ,••' \ \ \' ' ' RECREATION CENTER 'A', \ \ \ cL .; .,i --~ ;:_ (; ........... ,,, .... ,.,.,.,,,, ... .. . ,. ' ~- \ I / II - f---+---+--------------+---+---t--t----t ~ c1TY PLA~rG ~t~~N~Ao ~ DATE INTIAI. ENGINEER or WORK REVISION DESCRIPTION OMR~Al CITY N'PROVAL CONSTRU_CTION PLANS FOR: THE VILLAS AT, EL CAMINO REAL OWN BY: __ _ P CT NO. DRAWING NO. CHKD BY: __ _ RVWO BY: SDP 93-06 338-6L CMWD 93-50-3 A\ %i: 1_19· 11 f·· ,! t '~l(l 1~ 11' ':': 8910 UN1vus1n Clt~HR l.~N[ SUITl 5&0 SAN DIEGO C.ALlfORNIA 9111t 20 0 20 GRAPHIC SCALE: 1 • ; 20' •••••• I I I I 60 N0HfH - . WAIL THIS LOCATION f ~~--~--· ---;'--1 f·'· .. >- ~ ···-□ ··.v oo ' Cl ---------...,..,..-------_,...,.,..,..---~ .- :-JO SCREEN WALL I THIS LOCATION \ 2 • \. Q -~A , RECREATION CENTER 'A' ~1■h1•1 ■1 ■ I ' ' . ,. ,· '--"-v--1'3 ' ' \ \ . \ ~- ~------··- PAO 306.6 CASSIA ROAD •••• J) u\ / ~ I I z 0 0 r -)> 0 :IJ -< m YII I I I I I I / I I \ ' \ II-+--+--+-+ --+--t----···-· ··--·· w z--<D __J QJ I.c: 0 (/) I-QJ <( QJ 2. (/) ' I l ■l ■l ■I ..... (1) (I) .c: (J) QJ QJ (/) ~-7 ~ .. ----------:,~---------~-------------------------------- ;:_ ',::.,/< . ------------ ... I SEE SHEET 41 FOR CONSTRUCTION LEGl;,ND I NOTE: ALL FINISH GRADE AREAS UNDER STAIRWAYS SHALL BE CONCRETE, TO MATCH CONCRETE . WALKS, SEE DETAIL A/45. NOTE: SEE CIVIL ENGINEER'S GRADIJ\G PLANS FOR ALLWALK GRADES AND SPOT ELEVATIONS'. "AS BUil T" P,E, __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE DATE INITIAi. OA TE INITIAl ENGINEER or WOR1< REVlSION DESCRIPTION OTHER APPROVAL ■ -I -I -■ APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS CONSTRUCTION PLANS FOR: THE VILLAS AT EL CAMINO REAL OWN BY:· __ _ CHKD BY; __ _ RVWO BY: PROJEC NO. SOP 93-06 / DRAWING NO, 338-6L 93-23 CMWD 93-503 .. I .. I -I ' p /l BOUNDARY /\ -------------------------------------------------■ I 20 / '/ I I . -, / I / '/ _i I / I '• / '• 0 20 GRAPHIC SCAI.£ -1• -20' I -·-I I I I -I 1/ I 1/ I T I ~ I :,,,.. I ~~___./ 4() I . , NOTE: ALL FINISH GRADE AREAS UNDER STAIRWAYS SHALL BE CONCRETE,TO MATCH CONCRETE WALKS SEE DETAIL A/45. ' ' ' ' . 60 i-" ---------'---'-----------, NOTE: SEE CIVIL ENGINEER'S GRADING PLANS FOR ALL WALK GRADES AND SPOT ELEV A TIONS. NOTE; I / / ' ' ' ! ' ; ! i / i i i f .j ' ! / i i I i / I c-. ,--.,_ t(/ i _I . . ,_ / ,-_,, IL / _ .. , . / i / ! ·-.. ;._ i ·•.-_,. i a,10 UNIVIIIITY CUHEi LA.NI SUITI sao SAN DllGO CAl..lfOUIIIA 1U1U: PAO 289.8 FF. 290.5 APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS I SEE SHEET 41 FOR CONSTRUCTION LEGEND I y P.E, __ _ REV1E't€0 BY: INSPECTOR I .. I '. --------,.-.,_~_ .. ""~~= .. -ft--.. -.. -.......... -----------------------------.:y-;---- ······················"'···············,...-----u .. --........ -........... , ... _ _____...---···-·"' -------••··-·•""""' Rl-:TA1NING WALLS PER CIVIL ENGINEER'S· GRADING PLANS (TYPICAL) N.l.C •. -------..... ------- PAO 292.2 FF. 292.9 __ .PAfJD WAI I S PER ARCHITECTURAL PLANS (TYPICJ\L) NTC. ' ' 6 ........................................... ~ i I I I • ~, EXP. ___ _ DATE MATCHLINE --See Sheet 4'? REC.REATION CENTER 'B' PAO 291.9 DA Tt INTIAI. ENOINEER OF lll0RK REVISION DESCRIPTION MAILBOX LOCATION 'D' -o i ~:i ,;_ ·--~··:. __ DATE NllAI. OTHER APPROVAi. CITY APPROVAi. -I -1---,.._-.. I -I -I ... I -I -I - -I -I -I -I -• -l • -• 0. SDP 93-06 -Q) 11) .r.: (J) Q) _ ...... __, $ 6' w z _J I 0 I-<:( '.2- ClRAlMNG NO. 338-6L CMWD 93-503 \ I ' ~ ..;::::,,- ~ ~ :¾{:(1b~A !fl. :1;!1'.: ,0 I\(: 1,1 i_l ( ::· (1 f lj (!I.::~ 19i0 UN1Vus1n CENTut LANI:. SU11l sao SA.N OllC.O C1t.ul'011.,i.i1A •HI -iz 619•S!i8·8')77 JAX t,19·558·-, j 88 20 0 I I ·:_;:_;~t.:'::( -:. 20 I GRAPHIC SCALE: 1" ~ 20' \)} ~ cs:.. \ ~ ---i. ~ +-' <ll Q.J .,C. '(/) Q) ill en w z _J :r: 0 f-<( ~ -I -I -I -I - ... NOTE: = ~ ' -a:i ~ 40 •••eo , 23 -I -I - PROVID A 4" PVC SLEEVE F.G. F R IRRIGTION LATER (SEE RRIGATION PLAN) / / ' I X LOCATION 'B' / / \ I I '/ ,, ,, I / / , I / 40-~II , 1/ i,{WALLAT UNE I ; I I I I 1/ I f ...... I I i I I ; I •, ~:~··.' _-., '? .:\_:\( _"::/; ,.,, / / ,,,,,,, I MATCHLINE --See Sheet ,,,,, ,,,,,,,, ,,,, ff j ,7 PATIO WAI.LS PE ARCHITECTURAL l'LANS (TY PICA ) KLC. I I 40 ,., i i i ... NOTE: SEE CJY(L ENGINEER'S GRADING.PLANS FOR ALL\VALKGRADES AND SPOT ELEVATIONS, ,i j · .. ;i /I ) 4 l / j j I I I J i I i ) Ji ) ;/ . ) /I // //.31 ,-j . i / "AS BUil T" P.(. __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE .., •' I ... ·········' "' I jfc ,. ,,,,,,,, l ... ·, .. ,1. :j'.:,.'.)/,-••"'j 'b- e,. . (/)Q ... ~· L RETAIN IN(;"" .. ~.-~·::·· p··i,:.· CIV.IL NGINEER'S GRADINC PLAN.' (TY !CAL) l.C. ,---...,.·, I I ,;t I ·~.1 PUBLIC'SIDEWALK PER GIVI ENGINEER'S IMPROVEMENT. P -.....J l.f.; APPROVED FOR PLANTING & . IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ('. _-·•,>·" ;'r::-,; I I • KEY fllAP 1---+----1--------------+--t---i---,-, ~ CITYPLA~!G ~~~~N~AD CONSTRUCTION PLANS FOR: THE VILLAS AT EL CAMINO REAL ---=-=--1-1-===t==~h~=====================t====t===t====F==~ DATE EX s OWN BY: __ _ PROJECT NO. DRAWING NO. DATE INITIAi. [NQNllR Of WCflK REVISION DESCRIPTION DATE INITIAi. DATE INITIAi. OTHER APPROVAi. CITY APPROVAi. CHKD BY: __ _ RVWO BY: SOP 93-06 338-6L CMWD 93-503 ., MAILBOX· LOCATION . ' ' \I [ )l Hi II Ii! [: ii \I! i\l] ] ~J (I, j h·~,[ .. f\i!f /:cf1,11:: h[\(:.. !i_l\ ;1 li,{ 1) l/1:111) 8910 UNIVERSITY CI.NTU li\.NE. SUIH HO §.A.N DllCO CA.llfOIPIIIIA 91llt cHt•SS8•8977 IAX 619•SS8•9J88 20 0 20 GRAPHIC SCALE: 1• • 20· ~ -Q) Q) ..c (/) Q) Q) (/) w z _J I () I-<( 2 40 w > -a: 0 <t: -_, 0 (_) -z ,., •. i - 1111 - -s~o' ~ • •• ' ! i I . I if . I \ 1:1 ', \ I , . -~i--lrt-', ... ).i'--+---...-.r-r-'1.-l ::::111----J-f-+--f'>-~ - 60 PAD 310,60 FF. 311.3 TOBRIA TERRACE KEY MAP •.•........ ,.,., ... • i i ... . -,i. \-'NOSCREENWALL \ti•,','.' ( \ THIS LOCATION .:,•," \ t . ·,., -, .. .. SH ·-._ -~--"• \ ~'.,,__ -~··:.-- ••, ..i ·-. _...,__ PUBLIC SIDEWALK PER CIVIL ENGINEER'S IMPROVEMENT ---,;~ fl:E.TAINl~G, \.J f'E-12. • _. / CIVIL EN.q. f.;il'--rfD,'.NC:i f\LAN~ ./ ,_____-.PA TIO WALLS PER ARCHITECTURAL PLANS (TYPICAL) N,IC. 2 -~ ,Ci) NOSCREEN:WALLTHIS.IOCATION., L - ,.,._~ ' .. ·-. CASSIA ROAD c,:-CIW) N-LC.. - I SEE SHEET 41 FOR CONSTRUCTION LEGEND I "AS BUil T" NOTE: ALL FINISH GRADE AREAS UNDER STAIRWAYS SHALL BE CONCRETE, TO MATCH CONCRETE WALKS, SEE DETAIL A/45. NOTE: SEE CIVIL E)JGJNEERS GRADIKG PLANSPOR ALL w ALK' CRAbES AND SPQT ELEV A troN's P.(. __ _ REVIEWED BY: INSPECTOR EXP. ___ _ DATE DATE ;,·> •···· ,-.-. \ -.J l.JJ ~ NOTE: STEP THIS P EVEN 8" INCREME +---t------J'-----1v1AINTAlN TOP OF WALL FOP.. EA, 'c\"TLICC.o !,..1 I I 0 <: - I, OF BLOC..l<. WALL IN NECESSARY TO MEET GRADE. ME ELEVATION ECT\Ot--.1. APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS fsHml CITY OF CARLSBAD I SHS:TS I t---t----+-----------------;----+---+------t---f ~ PLANNING DEPARTMENT 1---1----+-----------------+---+---+----1----, OA TE IMTIAL OAT[ NTIAI,. DtCINUR ~ WORK REVISION DESCRIPTION OTHER Aff'ftOVAI. CQNSTRUCTION PLANS FOR THE VILLAS AT EL CAMINO REAL OWN Y: __ _ OATE IIITIAI. CHKD BY: --- CITY A.Pf>ROVAL RV'M> BY: PRO.ECT NO. SOP 93-06 ORA~NG NO. 338-6L "1,-2.?, CMWD 93-503 OLEA LANE / / / ·' I I -I I I -I I -I -I -I -I -I -I / / KEY MAP PROVIDE 8"X8" OPENING AT BASE OF PERIMETER WALL FOR SURFACE DRAINAGE TO EXISTING BROW DITCH. VERIFY EXACT LOCATION INB FIELD WITH CIVIL ENG. SURVEYOR. PATJO WALLS PER ARCHITECTURAL Pl.ANS (TYPICAL) \I.LC, !"JG WALLS PER CJVlL . GINE -t!'JG PLANS (TYPICAL) , .C. "-r-....... -i\b '-------<\'I SYMBOL LEGEND {: CENTERLINE Tl'"F. TYPICAL O,C., ON CENTER fl.. RADIUS e., \J, EXPANSION JOINT ' . . II : : : . EXPANSION JOINT 0 Al-~ N.1. e,, NOT IN CONTRACT r NOTE: ---PUBLIC SIDEWALK PER CIVIL ENGINEER'S IMPROVEMEN ' >-~ 0 z :::, 0 CD < Cl. CONSTRUCTION LEGEND SYMBOL DESCRIPTION , . 1 TRASH ENCLOSURE 2 MAILBOX STRUCTURE 3 ENTRY MONUMENT WALL 4 ENTRY THEME WALL 5 STUCCO WALL 6 STUCCO PILASTER 7 MASONRY PERIMETER WALL 8 WOOD FENCE 9 c..o t,l c.~,e '51: 'E::PS f HI'-H v'f'P. I l- 1 0 STEEL FENCE 1 1 STEEL DOUBLE GATE , 2 STEEL HANDRAIL O.N f'.ja.j, WALL 1 3 CONCRETE WALK/PAVING 1 4 ENHANCED CONCRETE DRIVE 1 5 POOL DECKING 1 6 POOL COPING 1 7 TOT LOT CURB AND FENCING 1 a REDWOOD HEADER 1 9 CONCRETE SIDEWALK 20 HANDICAP RAMP (T','PICAL) @. COFI-N.ER 21 POOL STEP LOCATION 22 POOL HANDRAIL LOCATION 23 RECREATION BLDG. -PER ARCH. DWGS I SEE SHEET 41 FOR CONSTRUCTION LEGEND ! NOTE: ALL FINISH GRADE AREAS UNDER STAIRWAYS SHALL BE CONCRETE, TO MATCH CONCRETE WALKS, SEE DETAIL A/45. NOTE: '· SEE CIVIL ENGINEER'S GRADING PLANS FOR ALL WALK GRADES AND SPOT ELEVA TlONS. DETAIL A/4?> '£/45 C/4"1 D/41 C/4& F/4C.. B/4-G,, C/4'"-I f£/4-9 ' - o/49 A/4'"-I e/49 A/45 C/45 ei/45 r/45 F/~ D/45 A/4S 20 0 GRAPHIC SCALE: 20 24 25 26 27 28 29 30 32 33 34 35 36 37 38 'o"I 40 41 4?.. ---~ 20' 40 12" SO. PREFORMED CONCRETE STEPPERS 24'"0.C. (TYP. '@ UTILITY CABINETS - ADJUST AS NECESSARY AT TIME OF INSTALLATION TO PROV!DE ACCESS TO ALL EXTERIOR CABINETS) f'E.~\1"'\E,,,E.f'-. W,6.U.. f'ILA'::>1'E-P-, TOT LOT PLAY EQUIPMENT - SEE SITE FURNISHINGS, SHT 43 TOT LOT SAFETY SURFACE SEE SITE FURNISHINGS, SHt 43 BBQ GRILL- Sc'E SITE FURNISHINGS: SHT 43 PICNIC TABLE CENTERED ON 1 O'Xl O' CONCR.EtE SLAB - SEE SITE FURNISHINGS, SHT. 43 BENCH· , SEE SITE °FURNISHING5: SKT. 43 BIKE RACK- SEE SITE FURNISHINGS, SKT. 43 TRASH CONTAINER - SEE SITE FURNISHINGS, SHT 43 POOL AREA SHOWER -. SEE SITE FURNISHINGS, SHT 43 ALIGN WALK WITH TOP OF SLOPE ALIGN WALK WITH TOE OF SLOPE ALIGN WALK_WITH FACE OF WALL l)LIGN HEADER WITH TOP OF SLOPE ALIGN HEADER WITH TOE OF SLOPE ( COis\ i"\ZA.C"to~ '51-\,",LL P!2-o\/ IDE-(I) f'-X,i!--1 LOCATION lb e,c.. DE.TE..l<--\"lll-.\El> HANDP-1--\L. f-o~ 1-\C.. !=>AMP DI~ "'(")ON AL 'Sl<;N \:'..eY MAI" SIGN CI-IAIN t...\ N 'f'-. r't.N<'.E. f'E.?-'St>?--'i>P ;11 l"\--2.0, W/ 81...J>,q,<._ VINYL COA•I~ t,\ltfD~~~- "' . fl I :, I \4; ~'. . J ~'}) ,,,'¾)/--f--{ . f ,, + L,.. ... W ,;ii1.1~ -~~ APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS 60 !IJ I B I lo ll.1 [II ii ill Ill [[ I ~ i: 11 ;1'\.i1t~-:;:.:. ·Ai':r i, f1H(. 1_· 1_1 ,_;, i! 1:: ½ ·'I '! ._ [4 ~ e9t0 UNI\IU$1n CENTII LA.NE 5UIT[ 580 $AN Dl~GO CALlfOUillA !illl:U Ol~•s,a~A:077 "AS BUILT" t--+--+--------------+-...........j~...........j~--1------__J ~ CIT1LA21[ ~~~~N~AD P,[. __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE DAT£ INITIAL DAT£ NlllAl ENGll<[[R~-REVISION DESCRIPTION OTHER APPROVAL CITY-OVAL CONSTRUCTION PLANS FOR: THE VILLAS AT EL CAMINO"REAL PRi3£CT NO. CHKD BY: __ _ SOP 93--06 RV't\O BY: I DRAWING NO. 338--6L ~-z:~ CMWD 93--503 --------------. ···"·---·-. \ \ --10 --· \. ,· f-A F.A- 1111111111111111111111••·········· .. ,.,.,.,.,. ------------------------------------------------------------------------- • ',0 l9 LIMl'T OF POOL---,, DEC.¥.. C-rY\"\CAL; ,.,.,.,.,.,., ..... ,.,.,., ,.,.,., ~ ................. ~ \ - \ \ l \ -• <l) -<l) • rJ) w z -_...1 ■ I -• 0 -I--! :½ •••••••••••• - P.A- .. . .. . . . . . ' -. , .. . . , -. • . . . . . \ \ I -:. \ \ I • • I ': I I I I I I . . • . . • • . . • . . . . • --. • . \ I : I -:: I I I I I I II ) 17,,'/// • . . . . --• . -. . • ... .. •• • I -• • --, . . . . . ' . -. ' . -j . . . w ' . . . . . ·-. • # I • -. -:s.J : ...... -·, .J:. . . . . >-:----t.-. o-·. --> •••• :? ~G'~o'.' __ J.. Ill r . •-. . P.A. J &,'-o" J ce. ,,rn,;.12. Ot--1 COOP.. ' " 10•0 I 'O" 10- -. . ' .. ·• .... · .. • :.-·. ■ • • / I • • • -_. .,, . ' -. . ----• . -. -. . . ': -. ., 111111111111111•111 I ' □ I . . . . '. / -----/ ··-7 jU ' I . '!i ,ii ' • --0 ' ~ :r----~==·-.=c· ~-=''=· '==·:,;;-·.c:· ·:_,_.;:J.' L:-'~. _:_;,~'="=~"-;..t:;t~~-'--'--f~--'----'---------'-'-'j l , .. : . · l -. 4-o .4·o 'i 1 , 'tE: OOOJ'>. .. , ...... . ,♦ ,♦ ,♦ .,♦ __ f __ ' ' ·-. --. ·-.. ---- ♦' ♦' ..................... D~ TE llilllAI. • ENGINEER ci --, ----····-··· REVISION DESCRIPTION ' w > -cc 0 <( -_J 0 0 z l j I -I -I -I -I -I -I -I -I -I -I -I -I -I -I -■ -■ -I -I -I -I -I -I -■ -I -I -I -I -I -I -I -I -I -I -I -I -I -I -I -I -I -I - t .. ·--~-- ~ ....., Cl) Cl) _c if) Cl) Q) if) w z _J I 0 I--<( ~ 0 4 ~ NORTH KEY MAP APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS !SEE SHEET 41 FOR CONSTRUCTION LEGEND 8 r . 2 0 [ lJl~~irnoo ii Ill [~ M :~ I w [; !1 A~@~~ ::-:.\[f)1f I') riot MIT I: <i"i! i\D ffi~ 89i0 UNIVER'SIT'r' Cll'r/Yl:.H LANE Sun~ 5SO SAN DIEGO (.Au,oRNIA 92i2Z ---~ BUILT" ---. --. --·· ---·· . --·- EXP -. -. ··-·---DATE ----··· --' --·--------- ---· ._,, ___ DATE ---------- ~l~~r~~N~~l) I [ SH:~~] -REATiON CENYER A THE \/ILL AS AT NO REAL --····--.... . ---.... , _____ ,, -·--- I ----. --·· I ,;j:9z - EXPIRES DAlt o~~T 9N;~Of3 I DRAWING NO. 338-6L CMWD 93-503 ~----------------------------------------------- I ''-o'' I ''-o" SITE FURNISHINGS ITEM MODEL BBQ GRILL KAY PARK SF-16 FINISH / COLOR AVAILABILITY DAVE BANG ASSOCIATES ATTN: PETE STOKES , .........................•.•.•.•. ••••••••• MATCHLINE --See Sheet ~ ······••.-ii-.••·································••l!lt PH (800) 669-2585 i OLEA LANE. ! ! ! ! ! ! ! ! • i i ... ! • ... ~ , / ... O'' . "~::::::--. ~.4. i: . :i o· ''~-i' I' i' II I ----®--# I . ,' . . . . -. . . . .. ... -·. ~ : . . :-· .. ~-. . . . ·_. . . . : . . ' . • I • I . . . .! . . . . . . . -i --~. -1~· . 1--~ ;--,--. . : . . ~ / . ~ . . . ~ i ~. . ~ -.. . --._ --.--~-_L ___ -~ . ~ . . -: .. . ·-. :-. . ~-. . . . . . . . . -. . . . . . PICNIC TABLE BIKE RACK BENCH 32 GAL TRASH CONTAINER PLAY EQUIPMENT WABASH VALLEY H4001 j4003 FOR HC TABLES) KAY PARK 5-BIKE 613C-IG WABASH VALLEY 05012 15"X32" SEAT WABASH ~LLEY LRD32 CAN WITH RPl32 LINER , DTL DOME TOP & 7360 SURFACE MT. PKG. PLAYWORLD CHALLENGERS Sn>uC.TlJ F-.E .;i, Cl-\"\1.. \ POWDER COATED VANILLA FRAME GREEN PLASTISOLSEATS IN-GROUND INSTALLATION .POWDER COATED YELLOW IN-GROUND INSTALLATION DAVE BANG ASSOCIATES ATTN: PETE STOKES PH. (800) 669-2585 DAVE BANG ASSOCIATE_S ATTN: l"ETE STOKES PH (800) 669-2585 POWDER COATED VANILLA FRAME · DAVE BANG ASSOCIATES GR_EEN PLASTISOLSEATS ATTN: PETE STOKES IN-GROUND INSTALLATION PH. (800) 669-2585 GAEEN PLASTISOL CAN DAVE BANG ASSOCIATES VANILLA PLASTIC DOME TOP ATTN: PETE STOKES PH. (800) 669-2585 POWDER COATED TEAL PCSTS VANILLA STEEL RAILS YELLOW PLASTIC ACTIVITIES DAVE BANG ASSOCIATES ATTN: PETE STOKES PH. (800) 669-2585 .,_ ,.,.,, . -·------. . . . . . i .·· 1 r-,,•) • • I • (-12_") . . . ..· TOT LOT RUBBERIZED SAFETY SURFACE TOTTURF 3 1/2" THICKNESS ON COMPACTED SA_ND BASE, TAN COLOR DAVE BANG ASSOCIATES ATTN: PETE STOKES . . ~ . _;)t/; ·. (Q ' • """-=:::_!..,_.,,..___ • I -- 2 . -<--~ Ir '~"""'--._,,_ ____ " __ ::..,,_::_.:.:_._::..:. .' . ----..;. -:--:-=-:.:.:.:.:.:..:.:_ - ,., . . ,q. t"'RO'J I QE. WATE.P.. <;:,oUl'-C. e. --~ F'OR '$\-\OWE'..@.. l""Rol-1 ~TU~-OUT @ &...DG,. MATERIAL SCHEDULE ITEM STEEL FENCES/GATES STEEL HANDRAILS STEEL POOL SHOWER POLE STUCCO WALLsif'ILASTERS STUCCO MAILBOX ENCLOSURE/DIRECTIONAL SIGNAGE STUCCO TRASH ENCLOSURE WOOD FENCING TRASH ENCLOSURE WOOD TRELLIS CONCRETE WALKS/PAVING CONCRETE ENTRY DRIVE CONCRETE POOL DECK POOL TILE FINISH / COLOR PAINT TO MATCH ARCH. PATIO RAILINGS PAINT TO MATCH ARCH. PATIO RAILINGS PAINT TO MATCH ARCH. PATIO RAILINGS i:o MATCH ARCH. IN COLOR AND FINISH TO MATCH ARCH. IN COLOR AND FINISH TO MATCH ARCH. IN COLOR AND FINISH MEDIUM BROOM FINISH, NATURAL COLOR (EXCEPT POOL AREA - TO MATCH POOL DECK IN COLOR AND FINISH) MEDIUM BROOM FINISH, SCOFIELD 'SANTA BARBARA BROWN'INTEGRAL COLOR WITH MEDIUM BROOM FINISH, SCOFIELD 'DESERT SAND' INTEGRAL COLOR BANDING AND CENTER DIAMOND KOOL DECK' FINISH, WITH SCOFIELD 'MESA BEIGE COLOR TO BE CHOSEN BY LANDSCAPE ARCHITECT AT TIME OF INSTALLATION I \ . . . ' ' J SEE SHEET 41 FOR CONSTRUCTION LEGEND I ii NORTH KEY MAP LOCATION A B C D MAILBOXES POOL AREA SHOWER MAILBOX SCHEDULE . i t -i- 1 ' BUILDINGS SERVED BUILDING 1 • TYPE A BUILDING 2 -TYPE D BUILDING 3 -TYPE B BUILDING 4 -TYPE A BUILDING 5 -TYPE A BUILDING 6 -TYPli A BUILDING 7 -TYPE A BUILDING 8 · TYPE D BUILDINGS -TYPE E BUILDING 10 · TYPE A BUILDING 11 · TYPE B BUILDING 12 -TYPED BUILDING 18 -TYPED BUILDING 19 • TYPE E BUILDING 13 -TYPE E BUILDING 14-TYPE E BUILDING 15 -TYPE E BUILDING 16 -TYPE C BUILDING 17 -TYPE E ~ + . ·t-- 1------ NUMBER OF UNITS 20 20 8 20 20 TOTAL 88 20 20 20 20 TOTAL 80 20 .8. 20 20 20 TOTAL88 20 2.0 20 8 20 TOTAL 88 + ------------------------·- -· +------· - l I l --+ AMERICAN DEVICE CENTURIAN' 2600F MURDOCK INC US 28 FINISH WITH ENGRAVED NUMBERS & STD. CAM LOCKS PH. (800) 669-2585 VITAL SERVICE CO., INC. ATTN: KEITH DAVIS PH. (619) 448-5820 (SEE DETAIL FOR CONFIGURATION) PBF-1 POOL SHOWER MUR[X)CK, INC PH. (513) 471-7700 APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS i1.J !il~i~m ;ooww1~ 1[l~ 0 4 8 20 SCALE 1/8" ,,1 '-0" 1:1910 UNIVlR.5-lTY CENTf.R LANl SUITE 580 SAN DIEGO CALlrORNIA fJl 111 EXP __ _j INSPECTDR -------... --_ ----_DATE-- . SHEET·1r·ctTY 0-F, CARIBBAD [SHEETS] , 43 .J L ____ PLANNitJC. DEl',,F-: n~u. r --~- ·coNsTRuc'r10N PLANS FOR: REC:°REATION cENTERF-- THE VILLAS AT EL CAMINO REAL +cc=-,-,-t--'-'..._ ____ , .. - DA lr INITIAL _____________ .... ---------l----+---+--=--+----=-----1 I OWN BY: ___ _ 1--D_A_lr_~INI_TI_AL-+_O_A_TE_~IN_ITI_AL____, I CHKD BY: __ _ PROJECT NO. I DRAWING NO. _ 338-6L ENGINFD Of" ~ OTICR APPROVAL CITY fv'f'ROW•L 'RV'JD BY REVISION DESCRIPTlON ~-------~ SDP 93-06 CMWD 93-503 1. 2. 3. 4 5. 6. 1. GENERAL CONDITIONS All local, municipal and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications and their provisions shall be carried out by the contractor. The contractor shall verify the locations of all existing utilities, structures, and services before commencing work. The locations of utilities, structures and services shown in these plans are approximate only. Any discrepancies between lhese plans and actual field conditions shall be reported to the owner or landscape architect. 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 expense, all damage resulting from his operations or negligence. The contractor shall obtain the pertinent engineering and;/or architectural plans before beginning work. Permits for any construction depicted in these plans shall be obtained by the contractor. Contractor shall have a valid contractors license required for the particular work being done. Contractor shall not allow the license(s) to lapse during the contract period_ GRADING AND DRAINAGE NOTES All suriace drainage to be away from all footings, foundations and building walls at minimum of 2%. 2 Cross slope walks and paving 1 % minimum, unless otherwise noted. 3. 4. 5. 6. 7 Surface slopes shall be a minimum of 2% to drains in all planting areas. Specimen trees shall be in place prior to installation of drain line. Drain line placement shall be adjusted around trees. Lay drain lines with 1 % minimum fall for rigid, non perforated pipe. Round toes and edges of all slopes. Contour slopes between walks and buildings. Refer to Civil Engineer drawings for additional grades and information. Verify on- site and report discrepancies to Landscape Architect before start of any work on this contract a. Perforations in pipe shall face downward in trench. g 10. 11. 12, Verify ell invert elevations at proposed tie-ins prior to installation. Make any adjustments as necessary to allow minimum fall for required drainage of lines. All top-of-grate and invert elevations indicated are approximate. Verify in field. Consult owner for FS of entry stoop in relation to FF of building prior to installing any hardscape at entries. Contractor shall ensure that earth mounding does not interfere with swales depicted on civil engineer's grading plan. NOTE: MINIMUM DISTANCE FOR ROOF DRAINS TRENCHED NEXT TO BUILDINGS-12" AWAY FROM FOUNDATION CONCRETE 1. Concrete shall have a minimum compressive strength in 28 days of 2,500 PSI. Cement shall be type 1. 2. Reinforcing shall comply with ASTM A615, grade 40. 3. 4. 5. 6. 7. 8. 9. 10 11. 12. No pipes or ducts shall be placed in concrete columns, walls or slabs unless specifically detailed. Reinforcing detailing shall conform to the Concrete Reinforcing Steel Institute "Manual of Standard Practice," latest edition. Reinforcing. anchor bolts and all other embedded items shall be securely held in position prior to placing concrete. Walls and columns shall be doweled from supports with bars of the same size and spacing. Splice continuous reinforcing with 40 diameters minimum lap. All expansion joints shall be 1I2-inch pre-molded felt material and installed where indicated, and at all buildings, walls and fixed improvements. All expansion joints shall receive 112-inch thick sealing compound. Color to match adjacent surface color. All concrete walks shall receive a medium broom finish. unless otherwise indicated. Score joints shall be tooled 1I4-inch wide by 1/4-inch deep as indicated. Weakened plane joints shall be 114-inch wide by 112 slab thickness deep. 1. 2. 3. 4. 5. 6. 7. 8. 1. REINFORCED MASONRY Concrete block units shall be medium weight and comply with ASTM C90. grade N. Provide deep-cut bond beam units. Retaining walls and walls below grade shall be grouted solid All cells containing reinforcing shall be grouted solid. Immediately after grouting, consolidate grout using mechanical vibrating equipment. Roding will not be accepted. Mortar shall consist of one part Portland cement, 3112 to 4 parts sand based on dry loose volume, and not less than 114 part nor more than 112 part lime. Grout shall be 2,000 PSI minimum, proportioned 1 cement, 3 sand, 2 pea gravel. Reinforcing shall comply with ASTM A615. grade 40. Lap 40 diameters. 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. CARPENTRY All lumber shall be Douglas fir. No. 2 grade or better, unless otherwise indicated. 2. All exposed lumber shall be milled S4S, unless otherwise indicated. 3. 4. 5. 1. 2. 3. 4. 5. 6. All connectors. anchors and accessories, including nails, shall be fabricated structural steel and shall be hot dipped galvanized_ All surfaces shall be painted with one (1) coat of exterior primer and two (2) coats of weather-resistant Alkyd enamel. Color finish shall be as indicated on material schedule. All gates shall be self-closing with steel stops. METAL FENCING / GATES Fencing shall be seamless steel tubing, grade B, conforming to ASTM A501-81. Landscape Contractor shall secure all field measurements required for proper and adequate fabrication and installation. Fencing and gates shall be fabricated and assembled in the shop to the greatest extent possible. 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 preseNed Gates shall receive heavy-duty spring loaded hinge assemblies with self•latching hardware. All surfaces shall be prime coated with {;I'-) z.lNC..-F-1,::,..j .-primer. Final finish shall be electrostatically applied of two (2) coats of a lusterless alkyd enamel. See material schedule for colors. 7 All gates shall be self-closing with steel stops. 8. _ All me.tal railings shall match building rails as to materials, color and finish. See Architectural Plans for corrplete specifications 1. 2. 3. 4. 5. 6, 7 8. POOL AND SPA NOTES All pool and spa construction shall be in conformance with local and state codes. Contractor shall be responsible for obtaining all health and any other required permits and the structural and equipment detailing required to obtain these permits. Contractor shall submit shop drawings showing pool and spa depth. construction and equipment locations for landscape architect's review prior to construction. Pool contraClor shall coordinate installation of equipment and piping with the general contractor_ See construction plans for location of pool and spa equipment. Contractor to submit as-built drawings of all piping along with a complete equipment list to the landscape architect at the completion of work. Contractor shall protect adjacent work and materials, Remove all rubbish and accumulated materials and leave work in clean, orderly and acceptable condition. The Contractor shall leave the entire plumbing system installed in this contract in proper working order and shall without additional charge, replace any work or material which develops defects. excepting ordinary wear and tear. within one (1) year of the date of acceptance by Owner. Pool plaster shall be white, unless otherwise noted. Tile for 6" minimum (see elevation) pool scum band to be 3" chlorine resistant glazed tiles with white grout, unless otherwise noted. Tile for 6" spa scum band to be 6" chlorine resistant glazed tiles with white grout (colors to be selected by landscape architect at time of installation.) 9 Pool pump and lights shall be on separate 24-hour timers. 10. CONTRACTOR SHALL.PROVIDE MEANS FOR DISA6LED ACCESS INTO SWIMMING POOL PER THE AMERICANS WITH DISABILITIES ACT OF 1990 ... ......... / ' I , ' \ 4 6 5 ----<2 CD ffi m 6" DIA AT"'IUM GRATE IN GROUND COVER AREAS 6" DIA.. FLAT GRATE IN LAWN AREAS · 6" DIA PVC RISER -LENGTH AS REQUIRED CATCH BASIN· OUTLETS AS REQUIRED SDR 35 PVC DRAINPIPE-MIN. 1% FALL FINISH.GRADE -MINIMUM 2% SLOPE TO DRAIN INLET 90% COMPACTED SUBGRADE -LANDSCAPE-DRAIN ;I' not to scJlcc N.DS #13, 4" DIA. ATRIUM GRATE FINISH GRADE • MIN. 2% SLOPE TO DRAIN INLET 4·• DIA. PVC RISER • LENGTH AS REO'D. 45o PVC ELL SDR 35 PVC DRAINPIPE-MIN. 1% FALL 90% COMPACTED SUBGRADE ATRIUM GRATE ON' PVC RISER ~ ,_-=---.;.,....:._~-------;~ \.!::!,) H.T.S. APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS HAS BUIL T0 P.E. __ _ EXP. DATE REVIEVED BY• INSPECTOR DATE ~--~---~··-------------------------,------~-----r----~----r-----::.-=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--::--------. 1------f---+-····"-·-·--·------------------+----+----+------l---_, fSHml CITY OF CARLSBAD ~ f---l----+--------------------i------+---l---1-----1 ~ L___---'---P-=LA__cNc:.Nc..:.cc.lN'--"G=----=-D-=E'-P'--'A:....:R_:_TM=Ec..:Nc:_T __ _,1 ~ DA TE INlllAI.. DA 11:: INl11"1. DATE INl1lAL ENGINEER Of WORK REVISION DESCRIPTION □Tl£R APPROVAi.. CHY APPROVAi.. THE VILLAS AT C OWN BY: CHKD BY: --- RVVD BY INO REAL PROJECT NO. SOP 93-06 DRAWING NO. 338-6L CMWD 93-503 coJff«:?t.-Jo1J, Y,q'' ~-T~az;e. . Y::zl Vfzfj ~•-~.c..., 0.J~ i-4-oT'e:-D · Y,f' ~~T ~::;,l::;;t{ J<?lf:ff, Y-t'' f?AO. 1Uj'LE.p I e:.~E., 1-5 · o '.;~ :f"Nt? JJ~ s~eokl~ oN fL,c...l-j, CAUL/<'.'. 10 H,l,.'.~ t?<-.V!f-l~. .,. ,-;,.,_~; :,.,i.. A-1' N::::,H c.of.l::... f'Av'l~,"St:..E. HA-'"lt.ti'.:IAL.. 8ii°E"n~itr-~w,~rni""~~~§mj'~ ~l-E t~ COL~ { flH/sµ' =1111 ii I§ 11 B-1 /.':'."._1'1ttt7''------"Id'~~ "]1cP "ow!Z>~ --nn~ =1111 F'1i-li.::...J C,,j2A,t7E.. ! 1\1 fUf"-F, '2."0 ~Fi'.J 13 b-F-°'S SECTION END SECTION CONCRETE WALKS AND PAVING I r-11 le,.{. Tt..1 lu1~0si::ry h! /_,L-W ~ej2-- "-'11r--/z_p N C)J "?rfe, 1'f1 V.t>L.l../E;., 1130T .c-+l.17 T~flv IN'f?B<'. ~T -n~~ vf -wr b 1.,-L,.c,. T I ?'N NOTTO SCALE v'a!IC:-i.J!.q f"_t:,..VINC., / 1z,Nv'11'-l:::-iC r 1-P,') ~ M,t,.~ fl,L., ¾Ha,, fz:;,f2-F'I NI~~~ +--------& "le'~~ ~Wf (-r-<() 0i----·-E--,-N_H_A_N_C_E_D_C_O_N~, C_R~E_·T_E_· ._D_R_IV_E ___ ~, ~ SECTION ··7 /) ~ 1--s·rt7. ftz.i.-c.c,pi~9 J..V J~TEGAI-cc,L::;>tZ. ,o vt~"'Zl-1 ~ p,e'.C\~, t--'~--'-71IT-~ffi".""__,J_....c.._"'r"---1H~---..,..,...,.,..Y._ w L, }-..lol"E. r-il<~:,TI Cc. COL£12- FCf2-E. J ,O 1"'1,t,Tc+l Cot--.Jc..., .._, ,,. (2) ~ x 3 c~ic, ilLE. ~~ 111 . r--!A.11:./'-:IAJ-<=:;,o;E.OULC:: o --w---C-'fUN rfE f'.:.:DNC r:::eLM . " 11------WWliE Fl::DL.. f'Lt,.."5~ . I:, ®-----_P_O_O_L_C_O_P_:_:IN_G _________ _ ,------~---'l-i'TOCILED Jr:Jll.JT r---------1,,"x.&0 ,d0.clO WHM C.C... r--------pt,~IS>~ f'Ef:: t,-11,.·n, . .,tz.l~ ":>CJ.iE.t?LlLt:: ,........ ____ i;z. • EXP. .JOiNT i..1/ Vz.11 ~IUS FLLED I-If f'ReFOR.MeD HAiLA5rc~ Sf'l=CIFICATJONS • ~ N/ ~ ~ ,----'J.-:c:O,,._ D~' C:O~-f'=',- -'1.-------,1,---~ I----~--L----:---+--- :.J .,.-, •. _.-_ -·· . p~ ~ ~ J-+...-n:P:µL ~4,l EJ?J Lt; ·----~-:~:.--·~--~""~>. ~l-;-~~~---~-;-~rr~-:--Ct~-· ....._......,....._,_ ---·-~-----•--c;oH<7L<fE.D 0.U~~l2b-;?t;:: r,.~ ~:L~ ~-~~ -~--~ ~ -~,--_-_:~_ -_ . ~ j_.~~-~ ::: '-~-~-·_ ~~:. ~:~-.. :'. ~t_ __ ~ _q·:: :__:_-~/2:-. ,c,_~_:-;.·:-~- ~ J 4 c:i ~~~ ' ' 0 B--~--@ POOL DECK -T · ---xt~--@ ® ;:,~,~-•1-_1m~~~-rl!110:.I :-c: I 5 llllj 1111 ~ : 1111! '"-' ,1,1,;;;:, ✓ - (i) 2 X.4 REDWOOD HEADER (CONSTR GRADE) USE (2) 1 X 4 REDWOOD HEADER FOR CURVED EDGES -SEE PLAN @ FIN1SH GRADE 1" FOR LAWN AREA$ @ FINISH GRADE 2" FOR GROUNDCOVER AREAS @ (2) 8d GALV. NAILS PER STAKE (s) 1 X 2 X 1 ;, REDWOOD STAKE AT 8' O C @-R_E_D_W_O_O_D_H_E_A_D_E_R ______ _ ~--- . DATE INITIAL DIG1NEER OF WORK ------------------------------·-------------------------------------------- 11\ . Lll'.:\HT Fl XTUP.t::;. ~F-~~ L\~11 ~ ; VIAIU:C:x "?TF-Llc.,71.lRBD C?<?F'-0, ,AU.-. C:::::OH ;f1o J..JI 1N4 v-l .,Nhc, '6e l-JIP.E.Q ri?F-T,F. CLli"CfOINQ t'-1,,Alt...C.;LOf --t, f-1'!-'T" ca?!=-ft~ cc:i-liFDU-~ -e w~~ Mowt4-re:.o ~i-1 _,__ C et::i) l'-1A I L-eox E. <:;;, / AU..., ~F!-0 W1121~ LANoJ_..~=t-1~7 ('o) f'~~L. . NTPAc-12:7 , ' .-I I 1· -i .· -1{1 .' . ' --' . . . . . I . I .. I -1 . -. -• I . . -.. . RI~ ii I .. ~-F I 14-2-1 2£, .. , I A-1 4e> "" ,.,., d:I'' 'H 61 ' - I t C, 11.,1 cu, cc :·~ ~! ., ~ J i~ ~ = -f~) M,AIL-eO -0 "112-LIC,; X :TL.11=2e ? - '1-,...._ -ti +1 , t . ~ "¼--_, -_I ~ • ~ , . . . I . --fb<;)'T ' LOC,A 11 ot--1 . I &f10.) . . ., 'b w :L'1 ?,,4 -4-G -47 91 "' ;;,~ 14-e,1 Be> , ' ----.•.1r:.·. , I . . . . . . , . ' ANI 1 . , . , , ·. I i :. :1 •, , , ' , _q • • • -. • ' . . . . . . . . J ' . . • ' I • • •• . ' '· • . . • -J l~" l · 141-0' .. lYF, 'r b:~T Dtt-1. ~ HAIU!,aX ±. 2!-C"' f=:LE.VATloN ~1&" ( '. 1. -.. E.~1 PIM, F'ISP... . . l M/41L.EoX ~U-f-) I/\Pl-1-----t--f'V'd',---;----7..X'8 n-1-'::G A Wl---1--..Lfllt-----Rtl.Jcto u·J,A..T o,=._.r-;z_ . )-..II~--+' F1-.Pe,;a ~AAF', ......-,~ 2-)(4-fWH I Nq CT"r:";) ~::::=-_..,.,......2x4 Vf:9,f'31CR11 C>,.:;::,{Trf?; J......-rl t:;nJuo .,.~,l.PffDc,rrp") S,-.J. : . FIN~H C!R&a ----~~e1~ R;:O'TI Hy I ...:JI 3, -e,, 1.~ rt}'~ OF W¥.7H!Sb ?/411 c:jp,t,...\,S.L.. ~TION ® MAILBOX ENCLOSURE · -------~~~- .----~ _ ~ \."-~OSC4p":~ 11 AS BUIL T'1 ,~"--" ..-·• ,lles,;,0 -r--,,C' f <t '.' I 7: ?;:\ APPROVED FOR PLANTING & 0 21 U!i~ IRRIGATION ONLY, I;:; t4,J,;.:, J . ~I P.E. EXP. DATE INCLUDING PRECISE ( -7/,-t'f', j . -. ,. LOCATION OF PLANTING .J' 1-1--~ ri;. r,;r: /4 REVJE\JED BY, AREAS "~J: ~,'t--4 "'-f' OF CAL\~Ci~;;;, ~ -----~----··· INSPECTOR DATE ~~,.-, . --· - -·-I S~ET] CITY OF CARI.SB AD 1 / SHEETS] ~-~--~---~ -PLANNING DEPARTIA[NT I So_ -,-~·-- I CONSTRUCTION DETAILS FOR: --~-- • ~-• L THE VILLAS AT 4 EL CAMINO REAL ··--·-I ~-~-~ APPRry,p"jt{Y 1,.L.,. /# ~ - ~ .... ,._. -Cl -. E s / .l"IA TE . OWN BY: ___ -PROJECT NO. DRAWING NO. OA-n;; !NlllAL DATI;; INlnAL REVISION DESCRIPTION CHKO BY: SOP 93-06 338-6L DlHER APPRDV AL CHY APPROVAL RV'w'D BY• CMWD 93-503 ,----- i i i-------H-"x ·•(>< 14 .:'.;LUMP .,~-,--of...lE l.Af' -·-I z'' x-i'x 12' ~L.UMP -"::o16f...!E- _,,__.__~ ff;:~~~~ f}x &'x 1&11 0L Ul<'lf' ½-,--~ t'--±' :# -s 1it: -s e 1r,,: h?IZ rz_ q-~40 PLAN VIEW ~"'st=====-=-=-~~~~~----14°x-f'xH' ".::LUMP STol-.JE. GAF ~A 1·i'x ·i'>< 1i ~LUMP 'c::'fONE: n~~-B'x(,/x !&1 -::.WMP ";;Jf"oN£ ~ ........... ~-At:<l,Ac,~ ~ t,=,e,I _j_ i=..l -+-~ ,+-!,1-s ~P.),.j2. -6jl21.0tc &O SCALE 1rz· a 1·-0..C ~::1----it o \eE~ 11 E.S e, I 0"( f1012-i z:.) y\4,0~ "\O r"'t-----#-4 ~ G IC: OL-, IJJ ,::,i' ~ · - 0ee; Del",AI L-a e,E:L,..61,.J F'G'F'-l"'C:C,"P..(!;'..fOPT\ N::=t .,._. __ #al:$ etc~ e ~y 4-C6Ueb~t, -- Jaaal"II ,,.-~ 'f -,!le i:s 1<:'EeAl2-1.VW"f::L.. -S ®---P_E___,,R_tM_ET ___ , E....,...R_W___,,A_L_L_· _P_IL_A_S_!_E_R ___ _ ---"7fl.lcco C::QAT-c;.sE t,-1.A "TBP{AL--~HE:;Dl.1~1 SrlT, 4-a --e:,IIC::.HU i,.j.A.U-, 1,-J/. ------.. ~ ?> ~ 8 1&'1 o,c,,, --+-'-.---Pl ~TlvNAL-..-~6,N~E; ----""'1>==f'==ll C e.--r oWNEF-/ ,, --!Z.:: Cf-'IJ ~1:; 1,11 ~ . . . . . . l ., ELEVATION . b . . • o ~-------@ DIRECTIONAL SIGN SECTION ~V,,,.---&," xr..'' K 1c.." -su.JMP -";;>Tot-JE C F':DJ,..l D P.:>EAM-17'?. ')- ~ ~L 0 ~ fi:f,-F'17 ~e,--_ NOTE TOP 01;' WALL SHALL REMAIN LEVEL ALL CJ:,tANGES IN GRADE SHALL BE STEPPEP · IN 8" INCREMENTS. SEE PLANS FOR ,STEP , .. , , "rl.....!;i;~=rl LOCATIONS ON CASSIA ROAD AND EL CAMINO.REAL 1Mt:~;;:::::t.j STEP WALL ON NORTH SIDE OF PROPERTY AS NECESSARY TO CLIMB SLOPES AND FOLLOW GRADE. ' ' B -------® PERIMETER WALL .. C/TUU.O C:::..CAT CT'fF') C f'lTC..\--1 To p~ N) . --+---'--+--~-~ Y tvt,AP CeY oWNSl:=2-;-~ 2.% . I) I F""'Fit I C-ri-P.AU-~ND)t11 IFT41 l'.,,11 '?nJu..o ~CNF")\ -I 11) . . ' . ]::i • . , . r! N 1'a1 .::::.r~ ---.. ~ \F-J-."iF-=I~ ~-.JVJ....:....!...-,..,--:---->--~--""A....-J....___.~.J.-J....4_1v,..,_ IF4"7~~~~~ r I ' ••'• ' 4~l 1eJ1 l l .:::,.'-011 , 1' , , Tit. ELEVATION c:.o~l"E. WAL.f<:- C:Of4~T~ rr»i i Nct,J ___ ____.,... l l SECTION @1-----K_E_Y_M_A_P_S_I_G_N_. ______ _ 1.-------- --t T ~ =N::_;t,_~_..,=!=4~ 1111- 1411 ,,..--~ fll-LEI? ~H ~lof'E: MIN I "'1., To t?JU.tN ---~-f " ti c.MLl C,tf' ---------------":ifUCCO CQ!>. j ~ ~I e.11!J 1-}.u,-GfCUT l""ILL ALL al.-LS ~ iJW f"1h-~~ ~ e 1'°'' o.c Hof-. @~ __ S_T_U_C_C_O_W_A_L_L ________ _ ~ ~~ flLI-EI? ~~ ----:---"::,(flf'f::. t-11~-I ,s;, r~ l?l(A.1!-l ~~-r~=~i=.---------,---~ 2 11 ){. 4u ~-s.::,IA F Go\, -----.---,.---=---~I,<. t,11 }"'A~ ____.,_ ¾ 4~ e IC:.1' c,.c.. ( q;:.f1[) tr(0 l~Fali----------S.Ttixo <'.'...Q6.1 fr'r'r.) · . b-L,L r'Pi.J~ «sl!::;;'1::S) ll==al~-------1:2'1 -¾.. CHU r"!lASiEF- .~ ALL l'4...!-ca.L""=> -.+If------~-~-*4 ~ ~-IN ~$ ---- ~--~ "'::d'c:F't' --c.otJca:TE. r~-rii;k~ - "'-c------,.i;4 ~Et-4-cot-JT. ®-------S_T_U_C_C_O __ P_IL_A_S_T_E_R ___ _ APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" •~-~ f!;.f-1::Jl?fAll-~ ,AP-Vvf;:. AT BERM A4?H4 ct'fflA f--D i' E:L 6AM I NP 1Q.g.t,,L. . M P.E. __ EXP. -· DATE AT SLOPE Act--1,a ~ "'21oe~ FFIOPE:~ -4F+·~e iJo.c;:. AT FLAT r----4f"4-~'l)c,-;,-..-.!{,'PI~ -( 4)-:!1'"4 ff~ al-ff-AL.oN4 .NoP-1}-{ ";>loe, ---1., .. 1 j, Dl:b. ~L...., OF PF!OF;=P.T'T' J rv-.-v I ...,. VVI' ' V ~ ~f-Y-U:a?~I ,A~ f-4 ~~@I/J1 o.c::,,~-t:1~f¼-14 LJf' ~ ~ p~;,,.ll,, fi!, Ae;Jove-REVJE\IED BY, f'lf.l.10H" ~ JNSPECTOR DATE \ -f1t-li?.+J ~ ~-fl NI-$ 0p,P-t:e cot-{P.Av~D 6ij~W --z' .,__ (~':i :!f4 !2e-~ COl{f-:z: "tr----9'.'::'ll---~l( .• p. } . . . ')ta, f:>1 Ce>~ ~~ .s:! .... ·-_. . ~-J ~ 1~.1_, . • !:,.. = ---,... ~Al-<:-reP 6U l?Y~-' '~ . .-"'4 · .• ~--. .............,-, r..c...,,<r..-----,..,..-- +-T, (-?>> --t+ pr;;~ CCl-tT- ,ua, ~ u+t. r-~. ~ -~-~:::::~MW ri-w~ -~-1,.:::,-,,-~~ "':,.~ e"J.[,ji, i:,,.'fU...,.-j ·-+---< I-----+---+---------·----+---+---+----;---- I-----+---+-------~-,-,~-~~·------+----+----+--,--- f"SHETil CITY OF' CARLSBAD! I SHEETS I ~ PLANNING DEPARTMENT 1 1:J;O CONSTRUCTION DETAILS FOR: THE VILLAS AT EL CAMINO REAL 1----+---+--,~-----~-"--.. -------+---1---t-----t---~Q;;l:P;;f~E;;;IIQl~~~IE~ffi~:!;P';:E =====~e;X~P~IR~ES~=::::;-;=D~A~TE~==; >-----+-~+u"'--------------·-~---+----+----+----+---OWN BY: --PROJECT NO. ORAWING NO. OATE INITI>.L OAlt: INITIAi. OATE INITIAL CH 0 ENG1NEER or WORK REVISION DESCRIPTlON OTHER APPROVAL CITY APPROVAL RV~D 8Jv--SOP 93-06 338-6L ·------------------------______ ,_,__.,_,,_,_, __ .,,_,, ____ ,, _ _:__ ___________________________________ _J ____ _j_ _____________ __i_::~~-=.:.=.1----=-.L::=========::'...::::::==========:::::::::.::::::====::::::'.... CMWD 93-503 ...,..._ ___________ , ___ ilt..eJO ~1,::p-1~c -e,y-,:7i,..J~l --.-----------z:,.:4 rL..AITT-~ W/.:;,rLlcco ca.ere:~. --~ fiLLEP CfoWH ~L.ape H1/..J. 1%, ro l?IU-IN ---u .,..12. c.Hu Of' ~t~~--------~-'::>TU~ OQ!I..T --~-&1 c.HU ~ ~ ~ flU... .ALLal.-LS ~-WJ..J HA~~ ~ e II.:,~ o.c. ~ -#"-4 ~ vt:./Zf e, o/.Z'l~C. -~ <Si)J:::'cc,~ r--_ rl~lsl-i 6i~ {fl!:YZ-f;:1-\~ D\.<.ICf.i) ®L-----t::.._N_TF_~_"'E>_ICi...;._N,..S.---:71_e_W_A_LL-.......;../_0_nJ_c_Yo_· _WA __ L_L-_, - ...-~-0TUCC.0 W.AL--L--@- Wf' 01"' .::S-,LOFe.. C::T't'P,; 0\C\N W.A.U.., fS.A.C..e @) ~--t-10FlAF-Fl LL CPOW N .----&,<.& FLA-1T-oi-i L. T"T'f: ,A.U.. .,APCtlND; -------4>< 4-l"'L..A.t--tT-o~TIP, ALL ,AFC>JHO) ---~B;,,-16, C-MU Fl ~TI::F, Ct P-0 UT A L.1...--.,ALL .:::::-e:..1.n, 81----___,;,,_--~---® ~HTF--Y WALi-Fl L,.A'?T~ .,____ l::l·\112--"f WAU.-Fl~Te.f:2--®- Fl?fz-1"'1~ WAU-; r:::;e,iA\L.., ~4'., . L . qnjCL.D WALL -l----_i <'";;GI,, F1LAc,;TE.J;L{TT'F-J---®- . ' 'I-----_-.-_-I .... -. PLAN . . .. . ' ELEVATION <SLUHP E>i a::.f: WA·-l-C,TT'P.l ~I .D;;:f'iH p,A.f"":£o DEJ2- ['2...0f' ~ L.OC.ATION';:i-sea ?LAN") L ., ... . .. . . . . . . . . ' . . . ' . ' .- ' . . 1(,,11 l(J II . . . .. .- Sf;e: CIVIL, ~ J-.lsep.\:o Gfl,AO!i..lG R.Af.10 fi:lf-.. ~ • ~ ~ flCe-CF ~11., . • • . . . @~----------~E~N~T~R.:...:Y:....__::M.:..::O:.:N.:.::U:.:M:.:.:E=-.:N..:..T:___:W..:..:A...:;L=L:..,.._ ____________ _ e, DA TE INl11,t,1. OlGINEIR OF WORI< @ 0LUv\F e,~\L-WALL ..,____ __ Z ~. ALA'7TEF-{1Yf',/ ® ----0Tt.lcco Wt-LL-ci'"rF?> ® (2. PAtqEL'o, f'Ef'. PLAN.) El'li"'R'Y MONUMENT WALL +-===---+--. .. .· . . . . . . I 11,;., _,I. 2.Co-,0. ""TO -;... ST'RAIG\1-\T S'eC.TlOt-l, AND RoUl<-IDED CO!"--NER -&e.c.:r,o"-1 (SEE. PLAN F'Of', LE.1'-IG>TH) • .. ENTRY THEME WALL, APPROVED FOR PLANTING & IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS INSPECTOR I I ' . ' 11 AS BUIL T'1 DATE ~ CITY OF CARLSBAD I I SHE~TS I ·-------i--t-------l--t--------1 ~ PLANNING DEPARTMENT I '5 ------+----+---+-------t-,---i DA TE INl11Al. DA TE INITIAL CONSTRUCTION DETAILS FOR: THE VILLAS AT CAMINO REAL RE\/lSION DESCRIPTION Dn£R APPRIJV AL aTY AP!'FIOVAI. CMWD 93-503 ,....._ ,1 _l I \ - ~ - ' ( u - I \) i I ..3 .... COOl"-0. W/ EL.EC -C.,::,l-4-n>AC"tt> IN f>IL.A'5TE-F!.... tf WlP-.INC-, \..D L.\C:jl-'IT l"IY.\U~ MOUt--1.TI'.D IN T\2E1 • \~ (t'fP) 12-f'O~ SL.~E.Vl"-19 CATION'?,. (.T'ft',) 4 l chf-11 • G11trrr.) l . I J I I I I I I l g I I I I I I I I I I I I I I I I I I 8 0 0 D 0 .. 0 0 0 0 .. I I I I I I 0 D 0 0 0 0 n I• ,-~1 I ·u &'I ~e:,11 ~ (Tyf) 1-j;>{ g,i _..jol $T CTYr) --i..b;o rtza.LI-S trfr) ~I:,. 19 L.,µ";:rtE:\:2-0 ~Tl oN GATE ELEVATION ~--cf:11~ &,' -sn.Jcc.o C.7C,f2E!::H l-l,,A ... ~.J:.,, ; ;,_ ~~ oi-] ~ -0t':t. W6-LL 0eC,1/0r-\ t 4 ~ 011 -~ Cci--k.~11:: WALK (T(r.) r r. -. ~--;-~--=--=--~ ., ~ src.1:-rnAJ~ @ L It .--() 4'-!'.,,"I 1 · :2~d1 · ,t!-.r--1211 'SQ.. -srLlcco f'IL,1•-•s,1c12 I I / (T(f.' Of 4 ~ l'°¥ S ! -";;iE.E; rlr-..J-----4~Hi-L -~--,...,.~ -~ ...... r-y~----,.-~TlbN A-.A (1Yf.') ....i.i::i~'f"-''k-''lr----1;:::~r--r---, • .-• W O • 0 0 T 0 -'. ----~-~AJ-h1oi--J -1o1i-l-r (l'(F?) ~--(pll ~tE-ciJttf;,--S,E.E,. ~ D · · '?~c;:,tJ b-D _, I{) f r-------&,I S,,-UCCO WA,LL-~ ~ A ~17oi--i P -D (1'(r') _,/_.':.st==~~=r=~~~==r~+Jft~--~i.-.01r--lr (i'("F-?') ',, / \ ,, -~-----(/ 1 c:dP..P.:: (:T ,-r·) pr=,::;. .::...:,rlL F:t4Gj, r:JL_,,W""J '-/ 'x: ~----{J.) PAI~? ¥V. "::>-re:.EL 1:7oG-12-S- -s~ ~1lt>N C..-C.., ,,___ _____ c~ PILA-S~ Wo CP-f - SEE--=EC:T1cN 13 -B PLAN· ~~ ~si:::-"::tE ..,__ ___ ---;cc---S€GTl?N o-o @----1.Tn.R~AB.S!!H--=JEN!:!:C~L~O~S~U~R~E=----------- L. l'.2'1 Jjj?t. ,,, .., I I I I I = ~ -z* I r l-r \) i{} () it _, ..9 211 -1-4'' ~ 21 I --;-;;!==~~=------4"y.e,'' .Jo~-r ___,f____ LP'',.: e,11 eeA--H ~/ ~t;::, OE.TAIL TO H,6--.-fc,~ Jc>i";>f '""-c-----'2.'1:><..4"11 FA¾IA ..,.____ '.211 1'-(.," fA?C-IA ---?IH~ fb';,j CAf' ------* 4 )2f f-'f" c:, 1,:,,J' o. c. ( c.of-ir.) tr«') IMl""IF"H-------?,ilea;:, c.ct,...T (T'ft.' -,t,-.1...-L f2:;t.J~ "=>it?t:.,,s,) If-------J.2 11 ":SQ. f'IU..<.::,Tt:tz. 9 ~ FlLL .ALL Cl::LL'S> 1:Ji--------------* 4 Rl--/=>"f" vt.jQ: I~ c.ENfEj2. ~ 6-----._k-, -.+_J.:_ ~.i~'!!'~:---~~--~w~f~t---Fl~ls~ 9J2.l'>Plo'... . ·• -::;-----7~ ""~ ' ' .. _, :• -• • --~ ~ Fa7ilf-l9 1111-~~:---~--,.-.w4~~T- IIJI ~~011 PILASTER SECTION ,A.-,A r--- t~ C..HW k],t,..LL-~ ";;>E.cTloti c-c.. .......--~'\c111 l~H &,L-r ~oof<'.. WI I Z" ;<,. I 1/4f d ""=' TU:,L <:;IF-6f'i ("?) 11Ml::.S $!.. . .:, ...... -re ~al!Zt:. I,..[/ ('!i> '!'¥Ill'' WL TS f'E/'<'. ~ ~::~~~L'f _______ 1.1. 6f-· c.iuv. J;>E.c.f,!J i--/9 +----~II .x -z I 71.Jr-";U l..,t,,f. <;. iEEL.. f'1W1 I=; J.11:AV( t;;>tJjy •';i]l=l=l- GifZAV11Y L-Arc.l-l A-1" 4'-o11 rl oLJ Hil t-lc,;, He: 19ITT' .,...--1-1-eqt.. Cy>,1--V. cPf' ,,,.---~11"'-'2' nJj!,!Jt.4-s.'"fE!::L, fli!.bMI;: ---------2~ 61A· ~v "=>1lc-S-t7i:tj<JH~ ,,-~--:i~ q-.. ~v. ~ mM ~-C::,I> f f.lAGjE. P-:i:::=L T "S 1TI ~ f'f2,&M t::. I GATE SECTIONS C--C, ----lt4~ e l(,i o.e,. ( Cd-I() (f(R) I~==, t-~-----":>11Jcco c.a&-1 CTYr') ALL t'C'l.JIZ, -Sll?ES) 1µ~------1:2'1 'SQ. c.HLl P1LA-sflq2. ~ FJLL.P{J.. ci'LL~ f--fl----=--;---*-1 ~~ V'el2r IN GENTl::f"l. -'1,--'1,---1 -,-:-:~--,,~ I I ..:c II I _J CENTER PILASTEA 'e;-~ WALL SECTION p-t:J APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUIL T 11 DATE f---+--+-------~---·----~-,~--t----t--7 THE VILLAS AT EL CAMINO REAL ,,,. .L2. -· /l / / t---·t----r-r-----------.. ----+---+--+--t----1 /]\ · DWN BY: __ DA"!£ INITIAL DATE IN!~~ CHKO BY: __ □11£R APPROVAL CITY APPROVAL RVVD BY, r " / /DATE DA TE INITI-'J. EN CIN EER Of" l><ll<I< RE\llSION DESCRIPTION PROJECT NO. DRAWING NO. SOP 93-06 338-6L CMWD 93-503 I • • C Ill I / I sS1 ~ II I I If II ., ,_ ' ' -\• . / , V "' I I I . . I I I < .....,:..._ -~ . . . 0 "' . "" ' () ' I . \J >( ~' . _r l(I . _, ·1 6' "--+ . / \ r-., I L ·, . " ,' ' . ' \ t-, • -• '1 .,,,._. . --V •• '\ -1~1 •1111=''½-<·_:_~~ ;_ .. ·11~1 'II -.~lill: ·-. ·111·1~~ :~ '.. ;lffi C GONG, f"Av'i _Jilli ~f:ffv-"'~ ~ . ': II~"-~ .. FY 2-'1 02.. Pl':71"@ /p -'it-"~ · ·:,~,1111 "' II IE ~~~ (,Ot--((A'.Z~t"' f'O -'.? Pl'-sl N-ut L--t?A-P ·,, -z",, z,'' 11.!f;U ~?P--h'1"06.--(?Hf e., e}-011 o.e,. t{,,.,<. . zi:.e_ ,z' TU Bil ~t-12 "?7'E"E L-10 f' ,0J t? eor-rot-1 p:,t,-1 L0 f ~ -':f811 * 1i.J l3d t..& tz. "jfE:EcL-f"IGK t:::10 ,t'o,:~; . ELEVATION SECTION @~,-. __ TwU~B:=:.::U::::..!:L::!.;.A!!...R!....::S~T!...!.E...!;;E=L....:.F....:aaEa.:...N:..:a:C:..:aaaE,___ _____ _ SECTION B-----------,----------------® STEEL HANDRAIL ~ t:2-eTAlf-114:::; 1-,sjAL.l.,. Ii' l;s>(p JT. 1c:f'; ' ~ro I'-" I f ' ·_·,; 'I;> · I 1 ·• ·. · I I i,...,....,......,,,,._... (.~. I 1· . ...... • l.J . .,__ -. -----,--,----. ··v ,"-._ . .6. t> • = ._.....___ -~:, -= -=--I I ' :;::::::: -~--:'' ·-, ®r---ST_E_P_S_/_H_A_N_D_R_A_I L_D_E_T_A_I _L _ NOTE: H.ANt:12;,A\L-~H,,AU.. ,AL,9:? e€-PPoVIDW !'VF<-\.tC, tz.,A.tv\f' CCHDITlOti? 0Tt::-E-PE:P< Tl1AH l,j17 -"3EE;. F~ f'Vf<-~i'1~ i.'.'.'H.ANPt2-AI L-"? ~ ~CE:~ -~ IZ,,l.iv!F') I I I I I I I I I I I I I i I ELEVATION 24 /ZW~ C-AP :2>< ,4 l2e,P i,,h:, 0 ,Z, f"'t" Eb TT" r--1 f<' Al L..<;. 1....q 1'2€-~P "'Pf'4 leo"f'TC'~ tz"-1 '-c.o ,j ... ,4 i2-le::o i,6:::,r;o i:;% ~ MAX, G!.o 11 ~ '0., ' I ><-('.p ~iJ,::op ~ CI:::. l?A,JZ F~ e- e, o~ 'ff ITT-: -rn -_,. II:::_·:.- 1 II '. ' ,t;_ ' Tii / -1\i.:t== .,,- J 12'1'~J I © WOOD FE NC E < l"A:::-t':½l ~1 "':T. r C ~-:-N':':'0:-""T"'"T"""'.O_S ... C __ AL ___ E _______________ ..,;,,.,.. _____ ...,;_ _____ _ SECTION 3[11 ===-:11· oil ::s ==: : II --·--_I _.--<--------Fl~IJ ~ t"!~~F _//_.. ~------111 ~IL.ls rfYMCP-L) __.-r/ _.,,,,.,,..-r•r r•· ------------ .7'-~ ~c'. ------- APPROVED FOR PLANTING & IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ,/_/"-// ~-FILTefl-f p.f::,f2Jc,, WA~w ':;;,ILIG& ~v 1211 ~ IH AL[_ ~? / ---- 11 AS BUILT" P.E. __ EXP. __ _ DATE f----+-----+-------------+--+---+----+--------, [sHml9 CITY OF CARIJSBAD ~ ~ PLANNING DEPARTMENT ~ ~--+---+-----·-·-·--------t----+··-----+-----1-----1 ~--+----+--------~-----+----+-----t-------l-----< t-------t------+---------·-·~·--~-----+----+---+-·----+-------< 0,0.TE INITIAL ENGINEER OF' WOR1< REVISION DESCRIPTION ;:===-==::========='.-==~ CONSTRUCTION DETAILS FOR: ,,_ ' ' THE VILLAS AT ~A_MINO REAL " " . " DATE CHKD BY: --SOP 93 06 338-6L 0,0.TE IN11V,L DATE INITI,\L OWN BY: ----1 PROJECT NO. I DRAWING NO. ' OTHER APPIIDVAI. CITY APPROVAL RV\JD BY• - . --------~---------------------------. ..-L ___ L_ _________ _J_ __ __::_L_ __ _l_'::=:=======::'.....'.:::===========::'..'.:::::====:'.J CMWD 93-503 \ ' ' I ' ' I ' I ' !j ' ' I ' ' ! I ' ' Q c:, If) ,· Q \ I ,,t 0 f ,------ S.D. - __ .1---------- ffi "G" S'T- POOL R CREATION A A PAY PHONEi!i C RECREATID '--~ ~ P /L BOUNDARY ' I ' I , I , t , RECREATION AREA SDG LE M346 TO ~--tBE AD TO GRAD LLED ON 640 , , , , / ( , f.d ,!r,,,Qf ,,rt ~ ·' ;..."::' , J , ' , , , ' , , J EXIST 3314 ---~H.3464468712 EXIST FC ~--03464368 712 ---------2-5'-' ··-- , , , , • , / \v , q_ I I I , I I , // , J' 'l:-v "0 , '><-~ , ,f tJ ' > , , ' [)u'.;T 5EW[lil LIN I ; I I I ,/ " <o // ~ ~ <,; / , I , I I 40 , I I ~--- LEGEND ; 0 --G-- /SD c.o, s -------<O I / I / , I 40 , = 40· I , I / 80 PROP. WAT[RUN[ PACIFIC BELL PROP. ELU:TRIC PROP GAS Li"JE PROP $ TORM [)R Al N PROP, SEWER 120 LAND PLANNING, CIVIL ENGINEERING, SURVEYING_ 5115 AVENIDA ENCINAS SJITE "1_" CARLStlA0, CALlf ORNIA J2(J(J8 ~ 387 (619) 931-8700 * fSHm7 CITY OF CARLSBAD r~~-E-~ sjl ~ ENGINEERING DEPARTMENT L ~M=A=S=T=ER:=..:U=T=!Ll=Tl=E=~=P=L=A=N========-' I THE VILLAS 1-1.-;' 1 · EL CAMINO REAL . i ~~l{gff~ni2 ~53-"f-,\,~::,, "'" s" l~,-'-~:-~-E-.; ___ 1_·:::s J 1,,7____J....~--~--wo o06 .. ,o 7so-11 s 1 I 'ti~\ 70 HZR OWN ::· -l L ... PROJECT NO ILRA.WING .c] ry_,·-----.._ 03463768712 CHKD BY: __ 1 j ----..__ ---WO 5062170 ________ ,1.;;;R~V;;;;WD~B~Y;;: ~~~-·-;;_· ~;;.:,;;;;;;;;;::;;;;;;;;;;·;;;;;;;;;--_.,. ~-----"""