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Home My WebLink AboutDWG 480-3M; CT 13-03; RANCHO COSTERA PHASE II ON-TRACT; 01-60-------------------------------~ ------~~.,-,,-.\--,---,~--~-~----~~--\ LANDSCAPE DRAWINGS FO-R: TOLL BROTHERS COMMUNITIES RANCHO COSTERA PHASE 2 ON-TRACT LANDSCAPE CARLSBAD, CALIFORNIA PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM TH£ LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 670J OF THE BUSINESS AND PROFESSIONS CODE AND THAT TH£ DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY AND DOES NOT REL/EVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIR£ PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. ----THE 3. -----,._ ~~~T:&J --------GROUP ' 5900 PASTEUR COUAT SUITE 110 CARLSBAD, CA 92008 (760) 692-1924 www.lightfootpg.com ITE DESIGN LANDSCAPE ARCHITECTURE REGISTRATION N0:_=29=6~1 ___ EXPIRATION DAT£: -~10~-~J~1-~2=0~16~-- WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPL r-j;r: E REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. ' L--' BY: PHONE (k) ($fl -1°tu . REGISTRATION NO: ~I EXPIRATION DAT£: (0·"71-1& BACKFLOW PREVENTER TESTING: ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT: HTTP:/ /WWW.CARLSBADCA.GOV /SERVICES/DEPARTMENTS/WA TER/DOCUMENTS/RECYCLEDWA TERBACKFLOWTESTERLIST.PDF FOR RECYCLED OR HTTP:/ /WWW.CARLSBADCA.GOV /SERVICES/DEPARTMENTS/WATER/DOCUMENTS/WA TERBACKFLOWTESTERLIST.PDF FOR POTABLE OR CALL (760) 438-2722. IMPORTANT NOTE: A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY. ALL PROJECT SIGNAGE AND MONUMENTS SHALL REQUIRE A SEPARATE PERMIT UNDER THE CITY OF CARLSBAD SIGNAGE REVIEW PROCESS. AN ENCROACHMENT PERMIT IS REQUIRED FOR ANY ENHANCED PAVING INSTALLED WITHIN THE PUBLIC RIGHT-OF-WAY. REFER TO PERMIT #PR 15-68 FOR ALL ELEMENTS AND APPURTENANCES. CITY OF OCEANSIDE 7a CITY OF VISTA P.L.C WIC VICINITY MAP CITY OF ENCINITAS ~ S.,,...C.,,...A_L_E_: -N...-O_SC...,,..A __ L __ E _______________ ... COUNTY OF SAN Cl[GO CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: TOLL BROTHERS, INC. DESIGNED BY: ~PA~_ DATE: 03/20/2015 DEPARIMFNT Or r~NVIRONM[NTAL HEALTH L/\i\JD AND WATC:R QLALITY CIVISION ADDRESS: 725 TOWN AND COUNTRY RD. #500 ORANGE CA 92868 DRAWN BY: AC SCALE: AS l~JICAFD PROJECT MGR.-o. TAvLOR JOB NO.: CT 13-03 DIAL TOLL FREE 1 • 800 • 422 · 4133 TELEPHONE: (949) 916-5160 '3 -;t; -I'(: SHEET INDEX PROJECT TITLE SHEET PROJECT KEY MAP GENERAL & RW NOTES IRRIGATION & PLANTING NOTES MAINTENANCE EXHIBIT RECYCLED WATER AREA EXHIBIT LANDSCAPE SPECtFICATIONS tRRIGATION PLANS PLANTING PLANS FENCING EXHIBIT ENLARGEMENT ENTRY PLANS LANDSCAPE DETAILS OWNER / APPLICANT Toll Brothers Communities. Inc. 725 Town and Country Road Suite 500 Orange, CA 92868 (949) 916-5160 Contact: Greg Deacon LANDSCAPE ARCHITECT The Lightfoot Planning Group 5900 Pasteur Court, Suite 110 Carlsbad, Califomia 92008 (760) 692-1924 Contact Jim Taylor CIVIL ENGINEER O'Day Consultants 2710 Loker Avenue Carlsbad, CA 92010 (760) 931-7700 Contact George O'Day 1 2 3 4 5 8 7 8 to 17 18 to 27 28 to 30 31 to 34. 35 to 44 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" \ THE IITLE ______ _ DAT[ ~~~rl,!~J GIIOIIP PLANNING 5900 PASTEUR COURT SUITE 110 CARLSBAD, CA 92008 {760) 692-1924 www.ligllrlootpg.com SITE DESIGN LANDSCAPE ARCHITECTURE REV!EwED BY, INSPECTOR DATE 0 l'- M I LO < 0 N Cf) ~ _J $ 0::: ~ CITY OF' CARLSBAD 1s~i4::4ETSI t------+--+----------------+---+--t-----+-----l l_____2._J PLANNING DIVISION t------+--+----------------+---+--t-----+-----l t------+--+----------------+---+--t-----+-----l LANDSCAPE IMPROV£M£NTPLANS FOR: RANCHO COSTERA PHASE 2 ON-TRACT PROJECT TITLE SHEET APPROVED PLAN\ING ;, Z1.-· lte DATE AT LEAST rwo CAYS BEFORE YOU DIG GLEN~ LEC:KS cNVIRONl![NTAL HC:ALTI I SP[CIALIST Ill DATE: -,K~l~-:-zz----~~~-~=II.Y~:M .... 1T-H~-~~i{G DISTRICT ENGINEER DATE PLAN PREPARED: ________ _ ~-£-c-,l/-,J'-c/l-.Hf---------=-□~AT~E~2~~,~7~-.=b1--DA-TE--+-IN-,T-IAL--+-----------------+-O-M-E-+--I\-IIIA-L---+--DA-I-E---+--,N,-T1A-L~ R.L.i\.: 2961 FNGINcF:R 01 WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DW, BY, CHKD BY: AC JT :::iROJECT NO. DRAWI\G NO. CT 13-03 480-3M UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BY: _______________ _ RVWD BY: \ \ \, . \ ~-' ' . . ' \ \ ' \ \ '; \ \ \ '· ' \ \ \ \\ \ \ \ \ ' \ I \ ' 'I_\ \ •; ' \\ \_ \ \ '• \ \ • \\ \ ' \ ". \ ' \ ·, ' \ \ \ ·-\ \ ' \ \ .. ' \,. \ ' ·, \ \ \ \ \ \ \ \_ \ \ \ .. ' \ ' ' \ \ ' •,, \, \ ', \ \ \\ \ \ ,, \ \ \ f Undefgrcuid Service Alert Call: TOLL FREE 1-800 227-2800 TWO WORKING DAYS BEFORE YOU DIG NTS APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. , i i i I / I / . .• ( ! . i / "AS BUILT" ~---------- INSPECTOR IATE I ! ·G;ATESHfADiiD 5900 PASTEUR COURT SUITE 110 CARLSBAD, CA 92D08 (760) 692-1924 www.lightfootpg.com SITE DESIGN LANDSCAPE ARCHITECTURE DESIGNED BY: --'-P.c,A __ _ DATE: 03/20/2015 DRAWN BY: -"A"--'.: ___ _ SCALE: AS l~DICATED :. TAYLD~ JOB NO.: 1373.04.21 PROJECT MGR,: '<.LA: 2961 DATE INITIAL ENGIN:::ER OF WO~K \\... -.. -.-.---;;-.• -.::;;;;;;;:;:-:-----::-~ :::.--r--......::..-'"10i REVISION DESCRIPTION DAIE OTH'::R 11\ITIAL DAIE INITIJ\L APPROVAL CITY APPROVAL --7 17 I 27 I \ \ \ i CI'l'Y OF' CARLSB1-\D PLANNING DIVISION LANDSCAPE IMPROVEMENTPLANS FOR: SHEETS 44 RANCHO COSTERA PHASE 2 ON-TRACT KEY MAP /\PPROVFD J"t,.,~ 4, BU ...;-tr ~·z.-z,-1&, PLANNl~G DAT~ DWN BY: AC P~OJECT NO. DRJ\WII\G NO. CHKC BY: JT RVWD SY: Cl 1 .3-Qj 480 3M ,. \ -----·--------- CITY OF CARLSBAD PROJECT NOTES " GENERAL NOTES 1. SLOPE REVEGETATION/EROSION CONTROL a. Construction Schedule 1. Prior to start of grading, the applicant or applicant's agent shall obtain City approval of a construction schedule and/or exhibit outlinin9 the timing of the slope planting and il'l'igation. 2. Special consideration shall be given to water and electrical services. 3. Irrigation and planting shall take place as grading progresses. 4. The schedule shall snow timing of construction of free standing, retaining and crib walls immediately after rough grading at each location is achieved. 5. Water service (Point of Connection) installation, temporary or permanent, shall be in place to coincide with planting timing specified in Section E. 3-1. 6. Planting and irrigation for the slope areas shall be completely installed, as shown on the approved plans, within 30 days after the irrigation installation first commences. 7. Where planting occurs on slopes 6: 1 or steeper and slopes are to receive a hydroseed mi:x, contractor shall spray hydroseed mix and t"1sn cover the slopes with a City of Carlsbad approved Erosion Control Fabric. Refer to Specifications. Where the planting occurs on slopes 6:1 and steeper, and a hydroseed is not used, contractor shall install a City of Carlsbad approved reinforced straw mat. 2. LETTER OF CERTIFICATION (RELEASE OF BONDS) a. Prior to release of bonds, the licensed designer of record on the project shall submit a letter to the City Engineer certifying that he or she has inspected the work and that the project complies with the following conditions: 1. Has been maintained in substantial conformance. 2. Is growing in a healthy and thriving condition. 3. All plantings required under section IV.e of this manual have been established as an effective surface erosion control. 4. There is no evidenee of excessive runoff from the irrigation system causing a soil erosion problem. 3. AS BUILTS a. As-builts for all projects (bonded and non-bonded, public and private) are required to be submitted. Submittal of as-built plans shall be as required by the Engineering and Planning Departments. b. Final as-built plans shall be drafted clearly to the satisfaction of the City, and the original mylars shall be submitted to the City for their keeping. c. Final irrigation as-built plans will be required to be reviewed and approved by the City and final mylars will be requH'ed to be approved and signed by the City prior to release of securities. 4. All building pad and street areas that are graded and remain vacant or undeveloped for a period of more than 6 months after the grading operation is completed shall be seeded to reduce erosion and visual impacts. If grading is phased, tne six month time period shall start at the completion of each individual grading phase. 5. All unpaved areas shall be revegetated according to the approved landscape plans as as soon as possible after grading. 6. To reduce the visual impacts of manufactured slopes and roadway cuts, all cut and fill slopes shall be landform-graded, contoured, and heavily screened by landscaping. All planted slopes shall be watered with a complete irrigation system using low precipitation-rate sprinkler heads to stabilize exposed slopes and curtail visual impacts associated with possible erosion. 7. This plan pertains to Landscape items only, see Civil Plans for Grading and Erosion Control 8. MAINTENANCE: The Contractor or Owner is required to fully maintain all permanent slope landscaping and all non-mitigation landscape areas during ninety day ( 90 day) establishment period prior to City acceptance of all improvements in those areas. All landscape areas shall be permanently maintained by the Owner. 9. The Contractor shall have California native plant habitat restoration experience and shall provide a resume, complete with list of successful projects and contact information for Habitat Restoration Specialists and project Owners that can verify project experience. Prior habitat restoration experience shall include irrigation, planting, hydroseeding, weeding and maintenance under the monitoring and direction of a Habitat Restoration Specialist. Native plant species knowled9e is essential for successful establishment, weed removal and long-term maintenance. ADDITIONAL NOTES 1. All construction and installation of landscape items are subject to requirements of the City of Carlsbad Landscape Manual and Environmental Documents. The contractor must notify the consulting City the Landscape Architect of Record, and the Habitat Restoration for inspections, 48 hours ( 2 working days) minimum, prior to starting construction. 2. The LMdscape Contractor is responsible for obtaining all permits necessary for installation prior to beginning work. This includes all building permits prior to commencing wall construction. 3. The Contractor is responsible for knowing all site conditions and all underground utilities, pipes and structures, and shall take sole responsibility for replacement costs incurred due to damage during construction. 4. The Landscape or Irrigation Contractor is to verify existing PSI at the job site prior to installing the landscape irrigation system. Discrepancies between the design pressures shown on the plan and existing static pressures shall be reported to the project Landscape Architect (760-692-1924 ). 5. The Contractor shall not willfully proceed with construction when it is obvious !Rat discrepancies exist betweal!l this plan and actual site conditions, and assumes responsibility that any discrepancies are brought to the attention of the owner's representative. The Contractor shall bear the cost of necessary revisions due to failure to give such notification, and no change in contract price will be allowed for actual or claimed discrepancy between existing conditions and those shown on plan. 6. 48 hours (2 working days), prior to beginning construction, the Contractor's on-site supervisor shall meet with the owner's representative for a pre-construction site meeting. During construction, the owner's representative shall be available for site consultation. In case of any questions, the Contractor shall notify the owner's representative for clarification. Any work not meeting the approval of the Owner or his representative shall be corrected at the Contractor's expense. 7. All property and lot lines shall be verified and marked in an obvious manner prior to construction. 8. All reduced pressure backflow preventors and pressure vacuum breaker assemblies shall be tested by a City approved certified tester after installation, relocation, or repairs. The Developer/Owner is responsible for supplying a copy of the test results to the City Public Works Department. 9. Approved landscape plans and specifications, and the City of Carlsbad Landscape Manual shall be at the job site location at all times. 10. Ground cover areas shall have a maximum design slope of 2:1. 11. Contractor shall provide certification by manufacturer that system controller, sensors, and valves are all installed per manufacturer specifications. 12. For details not referenced or shown on these plans, please refer to manufacturer's specifications for installation. 13. All engineering information on these plans are for reference only. 14. All irrigation backflow preventers shall be tested by a certified tester and results must be given to the Carlsbad Murticipal Water District. Contact tne Carlsbad Municipal Water District for a list of approved certified backflow testers. Pipe between the meter and backflow preventer shall be per specifications and notes in Detail Drawing No. W-12. 15. Water sevice (point of connection) installation, temporary or permanent, shall be in place to coincide with planting timing specified in section E.3-1. 16. Prior to occupancy and/or security release the landscape architect of work shall review/inspect the project and provide a certification letter for release of securities, and an irrigation schedule and landscape maintenance schedule as required by the city water ordinance. INSPECTION PROCEDURES: Inspection of the project shall be performed by the Landscape Architect of the Work, or his designated agent. Refer lo all specifications of the schedule of required inspections and required submittals. Following completion of the work, the Landscape Architect of the Work will certify that the installation has been completed by submitting the "Final Landscape Certifcations Form". A request for a final landscape inspection by the City must also be made by calling the Inspection Request Line. "Final Lands.cape Certification Form" Fax to: 760-944-8943 Landscape Inspection Request Phone Line: 760-602-4602 I hereby declare that I am the licensed designer of work for this project, that I have exercised responsible charge over tne design of the project as defined in section 6703 of the business and professions code, and that the design is consistent with current standards. I understand that the check of project drawings and specifications by the City of Carlsbad and the County of San Diego Department of Environmental Health is confined to review only and does not relieve me, as the licensed designer work, of my responsibilities for project design. These plans have been prepared in substantial conformance with the approved landscape concept plan, water conservation plan, fire protection plan, and all conditions of approval related to landscaping. By: ___________ Lic. #2961 James L. Taylor The Lightfoot Planning Group UnderFIUfld Service Alert ®Coll, TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG Exp.:10-31-16 Date: ____ _ APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA ----------- RECYCLED WATER NOTES GENERAL NOTES 1. All work shall be done in accordance with the Carlsbad Municipal Water District's rules and regulations. 2. Drinking water fountains and designated outdoor eating areas shall be PJ'0tected against contact with recycled water spray, mist or misting. 3. Best management practices shall be used to eliminate or control to the best extent possible ponding, run-off, over-spray, and misting. 4. Hose bibs are strictly prohibited. 5. Cross-connections between recycled water lines and potable water lines are strictly prohibited. 6. No substitution of pipe materials will be allowed without prior approval of the city of carlsbad municipal water district. 7. All mainline pipes shall have warning tape per Carlsbad Municipal Water District's rules and regulations. 8. Hours for irrigation with recyeled water are from 10:00 p.1'1'1. to 6:00 a.m. The hours for irrigation with disinfected tertiary recycled water rnay be modified by the local authority. lrrigallon during public use periods with disinfected tertiary recycled water shall be under the supervision of the designated user supervisor. Irrigation with water of a lesser quality than disinfected tertiary recycled water shall be between the hours of 10:00 p.m. to 6:00 a.m. 9. Burial of all writing and piping shall meet Carlsbad Municipal Water District's Rules & Regulation. 10. Non-designated use areas shall be protected from contact with recycled water, whether by wind blown spray or by direct application through irrigation or other use. Lack of protection, whether by design, construction practice or system operation is strictly prohibited. 11. Irrigation heads shall be relocated or adjusted to minimize or eliminate over- spraying on sidewalks, streets and non-designated use areas. 12. Recycled water quick coupling valves shall be of a type designed for the use on recycled water distribution systems per Carlsbad Municipal Water District. 13. On recycled water systems, all appurtenances (sprinkler heads, valve boxes, etc.) shall be color-coded purple per guidelines and section 116815 of The California Health & Safety Code. 14. All irri~ation pipe shall be stenciled with warning, "non-potable or recY.cled water , color-coded (purple) and laid with warning tape and stenciling oriented toward the top of the trench per the Carlsbad Municipal Water District's Rules & Regulations. 15. On new on-site systems \post-meter), potable water, constant pressure recycled water and sewer ines should be placed a minimum of four feet apart or as directed by the project engineer and/or regulatory agency. measurements shall be between facing surfaces, not pipe centerlines. 16. Constant pressure recycled water lines shall cross at least twelve inches below potable water lines and maintain at least twelve inches crossing separation between other utilities. 17. If a constant pressure recycled water line must be installed above a potable water line or less than twelve inches below a potable water line, then the recycled water line shall be installed within an approved protective sleeve as per the Carlsbad Municipal Water District's Rules & Regulations. 18. The required cross-connection shutdown test shall be done by the carlsbad municipal water district and the San Diego County Department of Environmental Health. 19. The required cross-connection inspection shall be done by either the Carlsbad Municipal Water Distriel al'ldlor the SaJ!I Di99.P County Department of Environmental Health. Copies of inspection reports will be forwarded to the non-inspecting party. 20. The design and locations proposed for recycled water "do not drink" sign shall be called out on the plans. 21. When recycled water becomes available, an on-site user supervisor shall be designated in writing. this individual shall be familiar with plumbing system within the property, with the basic concepts of backflow/cross-connection protection, the recycled pureyor's rules and regulations and the specific requirements of a recycled water system. Copies of the designation, with contact phone numbers shall be provided to the Carlsbad Municipal Water District. 22. All public and private potable water mains including fire mains and any water wells and water courses within the recycled water project shall be shown on the plans. 23. Call out 01'1 the plans if there are or are not drinking fountains and/or designated outdoor eating areas on the site. 24. 25. A physical separation shall be provided between adjacent areas irrigated with recycled water and potable water. Separation shall be providecl by distance, concrete mow strips or other approved methods. Al I irrigation backflow preventers shall be tested by a certified tester and results must be given to the City and the Carlsbad Municipal Water District. Pipe between the meter and backflow preventer shall be "schedule k hard copper". Approved contract backflow testers can be found on the City web site at http://www.carlsbadca.gov/services/departments/water/documents/ recycledwaterbackflowtesterlist.pdf for recycled or http://www.carlsbadca.gov/ services/departments/water/Documents/waterbackflowtesterlist.pdf for potable or call 760-438-2722. 26. New irrigation and mainline shall be high-lined and connected to a potable water source pending successful completion of cross connection tests as performed by CMWD and DEH. Final connections to the existing irrigation recycled mainline are to be performed only after approval is provided by CMDW and DEH. INSPECTION PROCEDURES: 1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A. required separation between potable and recycled water lines (horizontally and vertically). B. pipe identification. C. sleeving at crossings. D. appropriate materials and markings, including proper quick couplers. AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT AND BE FORWARED TO THE COUNTYHEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. signage installed per plan. B. controller stickers. C. tagging of valves. D. coverage test after completion of the sprinkler system to ensure protection of area not approved for recycled water use. E. all aspects of the irrigation conditions including windblown spray, runoff, and ponding. F. required protection of all residential areas. G. required protection of wells, streams, reservoirs, etc. H. cross-connection test if required. I. color coded, laminated charts inside each controller. 3. ANNUAL INSPECTION SHALL INCLUDE: A com~lete inspection that will cover 'A' through 'I' of the district final inspection. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. I I (N.T.S.) / ~-'..... I WARNING REtcLED WATER DO NOT DRINK In case of emergency contact Greg Deacon (Toll Brothers Communities) at 323-655-7330 RECYCLED WATER or after hours contact Carlsbad Municipal Water District at 760-438-2722 '~SJ-I HANOS AFTER CONTACTING LAVESE,US MAN~ DESPUES DE USAR SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED 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 RECYCLED WATER USE A. Irrigate between the hours of 10:00 p.m. and 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. B. 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 cof'lirol clocks, (i.e., employing the repeat function to break up the total irrigation time into cycles that will promote maximum soil absorption). C. Adjust spray heads to eliminate overspray onto areas not under the control of the customer. For example, pool decks, private patios and lots, and streets and sidewalks. D. Monitor and maintain the system to minimize equipment and material failure. Broken sprinkler heads, leaks, unreliable valves, etc., should be repaired as soon as they become apparent. E. The landscape contractor is responsible for educating each employee and all maintenance personnel on a continuous basis, regarding the presence of recycled water. Maintenance personnel must be informed that water is for irrigation purposes only and is not approved for drinking or for hand and tool washing, etc. F. Obtain prior approval of all proposed changes and modifications to any private on-site facilities. Such changes must be submitted to, and approved by, the district engineering office and designed in accordance with district standards. 1. All recycled water sprinkler control valves shall be tagged with identification tags. a. tags shall be weatherproof plastic, 3"x 4", purple in color, with the words "warning recycled water -do not drink" imprinted on one side, and "aviso -aqua impura-no tomar" imprinted on the other side. Imprinting shall be permanent and black in color. Use tags as manufactured by T. Christy Enterprises or approved equal. b. one tag shall be attached to each valve as follows: 1. attach to valve stem directly or with plastic tie-wrap or 2. attach to solenoid wire directly or with plastic tie-wrap QB. 3. attach to valve cover with existing valve cover bolt. 2. All si;irinkler heads shall be identified as recycled water sprinkler heads. G. Each automatic controller and its associated equipment shall be identified with a sign bearing the words "recycled water used for irrigation" in English and Spanish, with black letters 1" high on a purple backround. the sign shall be placed so that it can be readily seen by any operations personnel utilizing the equipment. In Order to Conserve Water ... RECYCLED WATER IN USE DO NOT ~ ,._ NO TOME DRINK l ~ EL AGUA \..-~ WASH HANDS AFTER CONTACTING ' \_ 1" BLACK LETTERS 12" X 36" SIZE 2" BLACK LETTERS LA VESE SUS MANOS DESPUES DE USAR --'------------' 5900 PASTEUR COURT SUITE 11 D CARLSBAD, CA 92008 .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS SI l[[TS 44 (760) 692-1924 www.lightfootpg.com SITE DESIGN LANDSCAPE ARCHITECTURE ~---t----------------f--+--+-------f----l I SHE3[T I CITY OF' CARLSBAD PLANNING DIVISION ;:===-'==========:::::::::::====='-'==~I "AS BUILT" I l I LF DATE REVllwED BY, --· INSPECTOR D/\TE LANDSCAPE IMPROVEMENTPLANS FOR: DESIGNED BY: ~Pie.\ __ DATE: 03/20/2015 DRAWN BY: AC SCALE: /1S ll~JICATEJ PROJECT MGR.· J. IAYLO, JOB NO.: 1373.04.21 RANCHO COSTERA PHASE 2 ON-TRACT f------+-----+---~------+--+--------+--------+-----------l GENERAL & REC YCLEO WATER NO TES REVISIO\ DESCRIP 110\ l~A 4f. f::,H .• ,.:fi APPROVED LANun'(Jjl ry 01 WORK Y-llflll/1 r )ATE:1)1i,u'J:,-'.......,,D.,,AT""E-+-,N~,T~,A-_-+--------------------lf-----+---+----+-------l::::::======-;::::= JA~1/Y' · TAYLJ:i R.L.i\.: 2961 T ENGINC:ER OF WORK P ..ANNI\G DAE OWN BY: AC ::iROJECI' NO. DRAWI\JG NO. DATf. INITIA DATE INITIAL CHKD av. JT CT 13-03 460-3\,1 OTHER APPROVAL CITY APPROVAL ~VWD BY: _____ ,,-. __ _ r ----------------------------------- IRRIGATION NOTES 1. This irrigation design is diagrammatic. All piping, valves, and all other irrigation devices shown within paved areas are for design clarification only and shall be installed in planting areas wherever possible. All irrigation work shall be installed to avoid any conflicts between the irrigation system, planting material and other architectural features. 2. Do not willfully install the sprinkler system as shown on the drawings when it is obvious in the field that obstructions, grade differences or differences in area dimensions exist that may not have been considered in the engineering of the site. Such obstructions or differences should be brought to the attention of the owner's authorized representative. In the event this notification is not performed, the irrigation contractor shall take full responsibility for any revisions necessary. 3. It is the responsibility of the Irrigation Contractor to familiarize himself with the landscape improvement plans, including all grade differences, the location of walls, retaining walls, paving and similar structures. He shall coordinate his work with the general ccntractor and all other sub-contractors for the location and the installation of pipe sleeves through walls, under roadways, paving, structures, and all other hardscape areas. 4. Due to the scale of these drawings, it is not possible to indicate all offsets, fittings, sleeves, and other items which may be required. The contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly furnishing such fittings, and material, as may be required to meet such ccnditions. These drawings are diagrammatic and indicative of the work to be installed. 5. Each ccntroller shall have RAIN SHUT OFF AND WEATHER SENSING TECHNOLOGY. 6. Controller locations shall be as shown on the drawings. 7. Splicing of 24 volt wires will not be permitted except in valve boxes. Leave a 24" ccil of excess wire at each splice and at 100 feet on center along wire run. Tape wire in bundles at 10 feet on center. No splicing is permitted inside sleeves. 8. The irrigation system design is based on a minimum operating pressure of 30 PSI. The Irrigation Contractor shall verify the static water pressure (PSI) prior to construction and report any difference between the water pressure indicated on the drawings and the actual pressure reading at the irrigation point of connection to the owner's authorized representative and the Project Landscape Architect. 9. All irrigation equipment is to be installed in accordance with the standards and specifications of the Cify of Carlsbad Landscape Manual. 10. The Irrigation Cor,lractor shall n.otify lne respective jurisdictions for inspection and testing of the installed backflow prevention device and pressure mainlines. Test mains for 4 hours@ 125 PSI and obtain City Inspectors' approval of test prior to backfilling trenches. Contractor to verify which jurisdictions are to be notified. 11. Install a spare control wire of a different color along the entire main line. Loop 36" excess wire into each single valve box and into one valve box in each group of valves. 12. Install valve boxes 12" from and perpendicular to walk, curb, waHs, fences or other landscape feature. At multiple valve box groups, each box shall be an equal distance from hardscape, or planting area, and all boxes shall be 6" apart. The short side of the valve box shall be parallel to hardscape, walls, fences, etc. 13. All heads & drip emitters are to be installed a minimum of 12" from fences, walls, or structures. 14. All irrigation heads within the right-of-way and within 10' of any path, walk, or pedestrian areas shall be pop-up heads. 15. All sprinkler heads shall be set perpendicular to the finish grade of the area to be irrigated unless otherwise designated on the plans. 16. Sprinklers where low head drainage occurs shall be fitted with a King Bros. CV series check valve, or equal, in lieu of schedule 80 coupling. 17. The Irrigation Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent overspray onto walks, roadways and/or buildings as much as possible. This shall include but not be limited to: selecting the best degree of arc to fit the existing site conditions, the inclusion of pressure eornpel'ISating fittings or flow reduction devices, throttling the flow control at each valve to obtain the optimum operating pressure, and coverage for each system. All systems shall operate at the pressures specified in the irrigation legend. 18. The Irrigation Contractor shall install all irrigation lines and controller wires in sleeving that pass under paving. Sleeves shall be 2X pipe size diameter, and extend 12" minimum past paving or hardscape. End of sleeve shall be marked with a round valve box -see plan legends. For clarity, all sleeving is not shown on this plan. Sleeving shall be as follows: Schedule 80 PVC sleeving applications for pipe sleeves under roadways and vehicular paving 6" or less in diameter -36" cover Greater than 6" in diameter -48" cover Schedule 40 PVC sleeving applications for pipe sleeves under architectural paving (non-roadyway uses) Less than 3" in diamter -18" cover 3" -5-1/2" in diameter -24" cover 6" or greater in diameter -36" cover 19. To use quick coupling valves when master valve is closed: wire the master valve to an unassigned controller station and manually start the station for the required time period. If no station is available, manually bleed the master valve to operate the quick coupler. 20. Install all irrigation lines below (perpendicular) to brow ditches. 21. If static pressure is 80 PSI or greater, install pressure regulator at POC as required by City. 22. Contractor shall provide and install mylar/melalic pipe detection tape over all irrigation mainline and sleeve crossings installed within public right-of way or areas of regular vehicular traffic. 23. The landscape coolractor shall provide material submittals, catalog cut sheets, shop drawings or samples of all material, equipment and assemblies used to complete the contract. Submit three (3) copies for landscape architect review prior to installation. 24. All graded portions of the site that are not permanently landscaped and not scheduled for improvements within 6 months of completion of rough grading shall be temporarily irrigated and planted as approved by the City of Carlsbad. Otherwise, all areas shall receive complete coverage with automatic sprinkler irrigation systems. Any sprinkler system within 1 O' of hardscape, City right-of-way and any other areas where significant pedestrian traffic may occur shall be below grade. 25. Temporary irrigation wifl be required for restoration areas during the monitoring period and shall be removed at the direction of the restoration monitoring consultant at the end of the establishment period. PLANTING NOTES 1. Plant material locations shown are diagrammatic and may be subject to change in the field by the Landscape Architect. All easement areas to be verified in the field and all planting restrictions shall be conformed to by landscape contractor. 2. Refer to the Landscape Manual City of Carlsbad Policies and Requirements, February 2012. 3. Plant count is for the convenience of the Contractor. In case of discrepancies, the plan symbols shall govern. For Mitigation Areas, counts shall be per Habitat Restoration Specialist. 4. Each group of plant materials and seed mix delivered to the site shall be clearly labeled as to species, variety and nursery source. Any seed mix or native plant material for Mitigation Areas are subject to rejection by the Landscape Architect and Habitat Restoration Specialist. 5. The size of the plants will correspond with that normally expected for species and variety of commercially available nursery stock, or as specified in the drawings. The minimum acceptable size of all plants, measured bef01e pruning with the branches in l'I.Ormal position, shall confoim with the measurements, if any, specified on the drawings in the list of plants to be furnished. Plants larger in size that specified may be used with the approval of the City Landscape Inspector, but the use of larger plants will make no change in contract price. 6. All plants not conforming to the requirements herein specified, shall be considered defective, and such plants, whether in place or not, shall be marked as rejected and immediately removed from the site of the work and replaced with new plants at the Contractor's expense. The plants shall be of the species, variety, size and condition specified on the drawings. Under no condition will there be any substitution of plants or sizes for those listed on these plans, except with the expressed written consent of the Project Landscape Architect and the City Landscape Inspector. 7. The backfill mix for use around the rootball of container grown trees , shrubs, and groundcover shall be per specificatiol'ls. Refer to sheet 7. Contractor to provide new soils report, as comprehensive as preliminary report, after rough grading, soil samples shall be taken from enough locations on the site to represent an adequate cross section of conditions. Soil test shall be performed by a soil testing laboratory (pre-approved by the City). The test shall indicate but not be limited to the following: a. organic matter content b. N,P,K c. pH d.EC e. soil texture (silt, clay, sand) f. recommendations for amendments, leaching, and maintenance fertilizations. The results and recommendations of the soil testing laboratory shall be submitted to and approved by the City. The approved recommendations for amendments and backfill shall be iRcorporated into the landscape plans prior to the start of construction and shall beeome part of the approved plans. 8. All landscape planting to be installed in accordance with the Landscape Manual City of Carlsbad Policies and Requirements, February 2012. 9. Erosion control measures are per Civil Engineer's Grading Plan. 10. A 1 quart physical sample of organic mulch and composted organic amendment shall be provided to the Landscape Architect for review prior to bulk delivery. 11. The contractor shall provide material submittals, catalog cut sheets, shop drawings or samples of all material, equipment and assemblies used to complete the contract. Submit three copies for landscape architect review. "' • Call: TOLL J;REE 1-800 221-2800 APPROVED FOR IRRtGATtON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING "AS BUILT" TJ IL-_-________ _ REV!EwED DY, INSPE~TDR TWO WORKING DAYS BEFORE YOU DIG AREA D.~TE D/\TE ADDITiONAL NOTES Erosion Control measures for slopes 6:1 or steeper requiring erosion control measures as specified herin shall be treated with one or more of the following planting standards: a. City of Carlsbad Standard 1 -Cover Crop/Reinforced Straw Matting: Cover crop shall be a seed mix typically made up of quick germinating and fast covering grasses, clovers, and/or wild flowers. Submit specific seed mix to for City approval prior to application. The cover crop shall be applied at a rate and manner sufficient to provide 90% coverage within thirty (30) days. Reinforced straw matting shall be per specifications, and as approved by the city and staked to slope as recommended by the manufacturer. Reinforced straw matting shall be required when planting occurs between August 15 and April 15. The cover crop and/or reinforced straw mat shall be used the remainder of the year. b. City of Carlsbad standard #2 -Ground Cover One hundred (100%) percent of the area shall be planted with a ground cover known to have excellent soil binding characteristics (planted from a minimum size of flatted material and spaced to provide full coverage within one year). c. City of Carlsbad Standard #3 -Low Shrubs Low Spreading woody shrubs {planted from a minimum of 2-i inch liners shall cover a minimum of seventy (70%) of the slope face (at mature size). d. City of Carlsbad Standard #4 -Trees and or large Shrubs Trees and /or large shrubs shall be {planted from a minimum of 1 gallon containers) at a minimum rate of one (1) per two hundred (200) square feet. 9. Erosion control measures for Slopes -6:1 or steeper and: a. 3' or less in vertical height and are adjacent to public walks or streets require at a minimum City of Carlsbad Standard #1. b. 3' lo 8' in vertical height required City of Carlsbad Standards #1 (erosion control matting shall be installed in lieu of a cover crop), #2, #3. c. In excess of 8' in vertical height require City of Carlsbad Standards #1 (erosion control matting shall be installed in lieu of a cover crop), #2, #3 and #4. 10. Areas graded flatter than 6:1 require City of Carlsbad standard #1 (cover crop) when they have one or more of the following conditions: a. Sheet graded pads not scheduled for improvements within 6 months of completion of rough grading. b. A potential erosion problem as determined by the City. c. Identified by the City as highfy visible areas lo the public or have special conditions that warrant immediate treatment. NON IRRIGATED FLAT PADS, SLOPE HYDROSEED AND IRRIGATED AND PLANTED A~AS TO BE INSTALLED PER PLANS. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED PER THE CIVIL ENGINEERS GRADING PLANS. SUPPLEMENTAL WATER SHALL BE APPLIED AS NECESSARY TO ACHIEVE 90% VEGETATION COVER TO LANDSCAPED SLOPES. AS PER CITY GUIDELINES AND REGULATIONS, SECURITY BOND RELEASE SHALL BE SUBJECT TO ALL CITY APPLICABLE GUIDELINES, AND REQUIREMENTS. THE SDG&E NOTES San Diego Gas & Electric Permission to Grade and Construct Improvements Permission is hereby granted to Rancho Castera, LLC (Permittee ), to grade and construct improvements as shown on these plans within San Diego Gas & Electric Company's easement(s) subject to the following conditions: 1. Submittals: 1.1. Permittee agrees to supply SDG&E with 'as built' grading, improvement and profile plans to SDG&E specifications, if requested. 1.2. Permittee agrees to submit for review and approval a blasting plan prior to blasting, if blasting is required. 2. Pre-Construction Meetings: SDG&E's Land Management Representative {LMR) must be invited with at least three (3) working days prior notice. 3. Grading: 3.1. At least twenty-four (24) hours notice must be given to SDG&E's LMR before start of work. 3.2. Field changes to plans within said easement shall be approved in writing by SDG&E LMR. 3.3. Permittee is responsible to call DIG ALERT at 811 for all underground mark-out locations. 3.4. Clearance of (35) feet minimum between the SDG&E electric transmission wires and the natural ground shall be maintained on any given day, noting line sags vary depending on ambient temperature and line current. All requirements, including but not limited to OSHA, CAL-OSHA, ANSI, NIOSH, ar'fd NEC for clearances when working around energized electrical facilities must be maintained. 3.5. No grading shall be allowed within ten (10) feet of a single wood pole structure or anchor, within fifteen (15) feet of multi-wood poles, within twenty (20) feet of steel lattice towers or within thirty (30) feet of steel poles. 3.6. SDG&E reserves the right to inspect and perform quality control work during construction. 4. Special Conditions: 5. Erosion Control: 5.1. All disturbed and created slopes, within the SDG&E transmission easement, shall be hydro-seeded or planted by Permittee with an SDG&E approved mix. 5.2. All drainage shall be designed to prevent erosion of SDG&E easement and access roads. 6. Storage: This permission to grade letter does not permit storage of equipment, materials, dirt or debris on the easement or SDG&E fee owned property. 7. Access: 7.1. Access to all SDG&E facilities shall be maintained at all times. All costs associated with restoration of access and all associated damages shall be borne by Permittee. 7.2. All gates shall provide for SDG&E access by padlock, lock-box or keyed bypass both during and upon completion of construction. Location and construction of gates to be approved by SDG&E LMR. 8. Outstanding Agreements: Permittee agrees to pay for, sign and/or have signed all Consent Agreements, Consent to Use Land Agreements and/or Joint Use Agreements between SDG&E and owner or public agencies who encroach upon the SDG&E easements. Said agreements will be subject to the revocability clause as stated in the California Public Utilities Commission General Order 69-C as shown on web site: http://www.cpuc.ca.gov/PUBLISHED/Graphics/645.PDF. 9. Indemnification: 9.1. Permittee agrees to assume all risk of loss, damage to property and/or injury and/or death to persons, and to indemnify and hold SDG&E harmless from any and all liability in any way arising from the proposed grading or construction of improvements. 9.2. SDG&E shall not be responsible in any manner for any maintenance or repair of the proposed grading or improvements. This includes, but is not limited to, drainage and/or erosion problems or damage caused to improvements that were not constructed to take the weight or activities of vehicles and equipment owned by or working on behalf of SDG&E. 10. Terms and Conditions: The terms and conditions of this approval shall benefit and bind Permittee its successors, assigns, agents or contractors. 11. Contact: Colleen Fino, 858-637-7989 office, 619-405-9211 mobile. SAN DIEGO GAS & ELECTRIC COMPANY REV!EwED BY, _______ _ D~ll _______ _ COLLEEN FIND L~~D ~A~AGEME~T ~~~R~S~~T~TIV~ VALllJ ~-□ R 18 ."'IJ\JTHS ;:-RUM D1'iT=-J:-SIGNATURI.= ' =~=Ill==#';;-LIGHl,OOT 5900 PASTEUR COURT SUITE 110 =1 . ---·-PLA~mc CARLSBAD. CA 920D8 GROUP (76D1692-1924 www.lighttootpg.com l---+-----+------------+---+---l-------,---llsHE4ETl,c_IT_Y_O_F_·_C_A_R_L_s_B_A_D~ISH4E4ETSI _ PLANNING DIVISION PLANNING SITE DESIGN LANDSCAPE ARCHITECTURE DESIGNED BY: PA DATE: 03/20/20' 5 DRAWN BY: AC SCALE: AS IN)IC.~TED f---+-----lf-------------------+--+---r---r-----1 PROJECT MGR.· J. TAvLOR JOB NO.: 1373.04.21 LANDSCAPE IMPROV[M[NTPLANS FOR: RANCHO COSTERA PHASE 2 ON-TRACT /RR/GA T/ON & PLANTING NO TES APPROVED If,,--;-,, I .1-_L -uz,. ' C:r-t-11-e-n ~. 't'l--¼, L/.\NJSCAPE~C J~,rtj/ OF WORK: /7 /~-PLAN\JING DATE l/), /J DAI r __ ·, 1,-(7, /,U:>''~c=--+cccc,.,.,-+-------------------t---+--+---+----; '.=D::::W::::,::::B::::Y::::: =5A~c= _=_=_=.--;::::===P=RO=J=EC=T=N=O=. ==::;;:::=D=R=AW="=G=N=O=. =: ,--/P r:_ ~1 ~ DAl"E INITIAL 01\i'E 1\11-IAL DAE INITIAL J,~M[p'/" TAYLOR R.LA: 2961 NFFR OF WORK CHKO BY: ~JT~-CT 13-03 480-3M (/ ENGi . . R[VISION DFSCRIPTION OTHER APPROVAL CITY APPROVAL RVW) BY: \ • ' \ \ \ \\ \ ' \ ' ! ! ' \ \ \ \ i j ) ! } i ! l .0 f ' i f f } l t , i I STREET PARKWAYS I-IOA MAINTAINED <TYF.J //_',/' DIAL TOLL FREE 1 -800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ./ /%Pi! : mm: / l""' i ~. :\ ,, .c ) · L __ --.,-.,,;,; .f 1 ~ut i:o I /, .L~~, --" I ' /%I'll Jo J . Ii : I l DEVELOPERS NAME: ____________ _ ,-----------------/ADDRESS: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA TELEPHONE: ______ _ DA TE PLAN PREPARED: BY: _______________ _ 0 I THE r~J~&o~ GROUP PLANNING // // '_/ -'/ / /1 u '/ 200' I ! j / 5900 PASTEUR COURT SUITE 110 CARLSBAD, CA 92008 \760) 692-1924 www.lightfootpg.l:om SITE DESIGN LANDSCAPE ARCHITECTURE DESIGNED BY: PA DATE: 03/20/2015 I // / •,/ ,// // // / / / / / / // / ------------, ' )' / I I , ! / // i ' I / ' ' f / ·I I i / ,. / // I i / ,,/ // !/ ! ~-FRIV TEL Y MAINTAINED LAN SCAFE / / f ! ! ! FRIVATEL Y MAINTAINED LAND SCAFE □ . . . . (Q) NOTE: COAST AL SAGE SCRUB REVEGETATION AREAS -MAINTAINED AND MANAGED BY CENTER FOR NATURAL LANDS MANAGEMENT AND SAN DIEGO I-IABITAT CONSERVANCY BRUSI-I MANAGEMENT 'FIRE SUFFRESSION LANDSCAPE -I-IOA MAINTAINED ORNAMENT AL COMMON SLOPE LANDSCAPE I-IOA MAINTAINED STREET PARKWAY LANDSCAPE I-IOA MAINTAINED RECREATION AREA -I-IOA MAINTAINED vEGET ATED BIO BASIN STORM WATER TREATMENT -I-IOA MAINTAINED TRAFFIC CIRCLE , PLANTER ROUNDABOUT I-IOA MAINTAINED ALL SLOFE AREAS WITI-IIN INDIVIDUAL LOTS TI-IAT ARE NOT PART OF I-IOA MAINTAINED AREAS SI-IALL BE FRIVATEL Y MAINTAINED BY Tl-IE I-IOMEOWNER 1-----l--+-------------+---+---+--+----I I SH~ET I CITY OF CARLSBAD fsR74 0 PLANNING DIVISION ~ ~=:"::================='.==~I LANDSCAPE IMPROV£M£NTPLANS FOR: DRAWN BY: AC SCALE: AS INJIC,~TED RANCHO COSTERA PHASE 2 ON-TRACT MAINTENANCE EXHIBIT PROJECT MGR.: ,. IAYLOR JOB NO,: 1373.04.21 OF WORK: ' ----1--+----------------+------l---+-----1----l I-A_P_P_R_o_v_Eo ___ ._r'--C"->-"-""'-'"--1+,LL_ __ ~ l¾cL'<; 4-r-~\..,,_L l PLANNING D/\TE __ 2:){/(i~I/J,'(/1::::::__ ___ __[D~A~T~[~,-'7~?~··ifJ7~-j(}·<:P--D-A_T_E---,f-lN-IT-IA_L__, ______________________ +-D-A_T_E-+-l-~1-TI_A_L-+-D-AT-,-. --l-lN-IT-IA_L--J R.LA: 2961 J,~ ENGINE'::R OF WO~K REVISION DESC:RIPTIO\ OTH':::R APPROVAL CITY APPROVAL DWN BY: -"A"'C'----- CHKD BY: ~0 T~-- RVWJ 3Y: PSOacCT NO, CT 13-03 DRAWING NO. 380-3M METER LEGEND KEY NOTES 1-------------------------1 SYM60L SYMBOL DESCRIPTION 1========================1--W-- @ © ® 2' RECYCLED WATER METER AND FOINT OF CONNECTION FOR RW IRRIGATION GLASGOW DR STA. 13'55.00 MAX (;f'M FLOW, W GFM "'•' DOMESTIC WATER METER SERVICE TO REC AREA LOT 24S WELLSFRlm. ST. STA. liZ>+2iZ>h€> e 14.8E> FEET LT. • WATER MAIN 10+11.81 • KNUCKLE MAX. (;f'M FLOW 8.S (;f'M 2' RECYCLED WATER METER AND FOINT OF CONNECTION FOR RW IRRIGATION 60RDEN CT. STA. 18~.81 MAX. GFM FLOW W GFM •,.• DOMESTIC WATER METER SERVICE TO REC AREA LOT 33,z, CHASE CT. STA. l3+42.41 MAX GFM FLOW, 8.S 2' RECYCLED WATER METER lll~~;\c;~f~.Ei§1M?i~ffl ~f~ION --RW-- --Rl-- --~f--- @) ® ... l-----,,-_------':'•"W"A,,STE!I:R1JMU:AJ.IIN-liZ>_.,+%",:"'.':l2C!:!.e=1<N=UCKL--E--------J ~ MAX.G F OW~G F Iv,' RECYCLED WATER METER AND FOINT OF CONNECTION FOR RW IRRIGATION GAGE DR STA. 2€>'55.00 ® CD QJ ® @ NOTE&: MAX GFM F OW, 1iZ> (;FM "'•' DOMESTIC WATER METER SERVICE TO REC AREA LOT 15€> LA PAZ CT. STA. 1€>+1€>.00 MAX GFM FLOW, 1iZ> GFM 2' RECYCLED WATER METER AND FOINT OF CONNECTION FOR RW IRRIGATION GAGE DR ST A. 11 "1liZ>.OO MAX. GFM FLOW, ~ GFM I' RECYCLED WATER METER SERVICE TO I FOINT OF CONNECTION FOR RW IRRIGATION WIND TRAIL WAY STA. 14+13 (ON EXISTING 4' LATERAL! MAX GFM F OW, 5" (;FM '¾,' DOMESTIC WATER METER SERVICE TO REC AREA LOT 24 TRAIL6LAZER WAY STA. 1+1S.OO • D SC RMETER REC AREA LOT IS4 LA PAZ CT. STA. 1!?>+1031 • WATER MAIN 11+3!!.41 • CUL-DE-SAC MAX F OW, 3 2' RECYCLED WATER METER TO AND FOINT OF CONNECTION FOR RW IRRIGATION LA PAZ CT. STA. l!?>+IE>..¾> e WATER MAIN ll<hS.4€> • CUL-DE-SAC '¾,' DOMESTIC WATER METER SERVICE TO REC AREA LOT 33~ R06ERTSON RD STA. 28+2S.OO MAX. GFM FLOW liZ>.S GFM 2' RECYCLED WATER METER AND FOINT OF CONNECTION FOR RW IRRIGATION (COMMON COST SHARE ZONES/ R06ERTSON RD STA. 33+15.00 MAX (;FM FLOW, ~ GFM ALL LANDSCAPED MEDIAN& AND TRAFFIC CIRCLE& 51-lALL BE IRRIGATED WITl-l RECYCLED WATER ALL RECREATION PARK LOT LANDSCAPE 51-lALL BE IRRIGATED WITl-l RECYCLED WATER / /R DESCRIPTION DOMESTIC WATER LINE PER CIVIL PLANS RECYCLED WATER SERVICE LINE PER CIVIL PLANS IRRIGATION MAIN LINE SEE IRRIGATION PLANS TEMPORARY IRRIGATION RW MAINLINE DOMESTIC WATER METER RECYCLED WATER METER RECYCLED WATER IRRIGATION SIGNAGE LOCATION PROPOSED AREAS SERVICED 6Y RECYCLED WATER FOR IRRIGATION REFER TO IRRIGATION PLANS &\-!EET 8 TO &\-!EET 11 PROPOSED AREAS SERVICED 6Y RECYCLED WATER FOR IRRIGATION lsEFER TO PHASE I IRRIGATIGN FLANS -CITY Dlltl 4W-3L FUTURE PROPOSED RECREATION PAFl<& IRRIGATED WITI-I RECYCLED WATER DOMESTIC WATER FOR DOMESTIC WATER SHALL 6E USED FOR DRINKING FOUNTAINS AND RESTROOMS 0NL Y. SEE FUTURE IMPROYEMENTS PER PHASE 3 PLANS PRIVATELY MAINTAINED SLOPES IRRIGATED WITH DOMESTIC WATER PER PHASE I PLANS. lsEFER TO PHASE I ll<RIGATICI-I PLANS -CITY Dlltl 4W-3L / / (1) I 1(1)(1)' I DI 3(1)(1)' I RT DIAL TOLL FREE 1-800-422-4133 AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ~--------------------! APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PLANNING 5900 PASTEUR COURT SUITE 110 CARLSBAD, CA 92008 (760) 692-1924 www.lightfootpg.com SITE DESIGN LANDSCAPE ARCHITECTURE DESIGNED BY: PA DATE: 03/14/2014 DRAWN BY: AC SCALE: AS INDICATED PROJECT MGR.· J. TAYLOR JOB NO.: 1373.04.21 LANDSCAPE ARCHITECT OF WORK: DATE: JAMES L. TAYLOR R.L.A.: 2961 LOT 347 "' OPEN SPACE 111!!.JHSF OT J4/ 1-----+--+------~-------<r----+---+------<r-----l [sHEETlA CITY OF C ARLSEAD 1s~ TSI ~ PLANNING DIVISION '"'f"f ~=:'....::::========='...'.::::==:I LANDSCAPE /IJPROVEMENTPLANS FOR: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RANCHO COSTERA PHASE 2 ON-TRACT RECYCLED WATER AREA EXHIBIT APPROVED ~-E:;{I -.::, #-;,~'l.-J1.,:, PLANNING DATE OWN BY: AC PROJECT NO. DRAWING NO. CHKD BY: JT RVWD BY: CT 13-03 480~3M \ 0 100' 200' 300' i i I I ---~----- DI DIAL TOLL FREE 1-800-422-4133 AT LEAST 1WO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' ~------------------1 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA NOTE&: ALL LAND5CAFED MEDIAN& AND TRAFFIC CIRCLES Sf-lALL 13E IRRIGATED WITf-1 RECYCLED WATER ALL RECREATION FARK LOT LANDSCAPE Sf-!ALL 13E IRRIGATED WITf-1 RECYCLED WATER OTf-!ER WATER NEED& FOR RECREATION FARK LOTS 5UCf-! A5 RESTROOMS, SINK& AND DRINKING FOUNTAINS Sf-!ALL BE SERVED WITf-1 DOMESTIC WATER REFER TO IRRIGATION FLAN& FOR ADDITIONAL LAYOUT DETAIL FOR IRRIGATION MAINLINE, METER LOCATION&, FOINT5 OF CONNECTION AND CONTROL ZONES. THE ;r~~~T~&OJ GROUP PLANNING 5900 PASTEUR COURT SUITE 110 CARLSBAD, CA 92008 (760) 692-1924 www.lightfootpg.com SITE DESIGN LANDSCAPE AHCHITECTURE DESIGNED BY: ~P~A ___ DATE: 03/14/2014 DRAWN BY: AC SCALE: AS INDICATED PROJECT MGR.· J. TAYLOR JOB NO.: 1373.04.21 WORK: KEY NOTES 6YMEIOL --W-- --RW-- --Rl-- --=rl'<t--- @) ® ... PESCRIFTION POMESTIC WATER LINE FER CIVIL FLANS RECYCLEP WATER SERVICE LINE FER CIVIL FLANS IRRIGATION MAIN LINE SEE IRRIGATION FLANS TEMFORARY IRRIGATION RW MAINLINE POMESTIC WATER METER RECYCLED WATER METER RECYCLED WATER IRRIGATION SIGNAGE LOCATION Fl<OFOSED AREAS SERVICED BY RECYCLED WATER FOR IRRIGATION REFER TO IRRIGATION FLANS Sf-lEET 8 TO Sf.lEET 11 FROFOSEP AREAS SERVICED BY RECYCLEP WATER FOR IRRIGATION i.1:FER TO FHA5E I IRRIGATIGN FLANS -CITY D11.1:; 480-3L FUTURE FROF05EP RECREATION FARKS IRRIGA TEP WITH RECYCLEP WATER DOMESTIC WATER FOR DOMESTIC WATER 5f.lALL 6E USED FOR DRINKING FOUNTAINS ANP RESTROOMS ONLY. SEE FUTURE IMFROVEMENTS FER FHASE 3 FLANS FRIVATEL Y MAINTAINl:P SLOPES IRRIGATED WITH POMESTIC WATER FER FI-IASE I FLANS. i.l:FER TO FHASE I IRRIGATIO'l PLANS -CITY pw:; 480-3L I METER LEGEND 6YM60L @ © ® F ® (D QJ @ PESCRIFTION 2' RECYCLl:P WATER METER ANP FOINT OF CONNECTION FOR RW IRRIGATION GLASGOW PR STA. I3'5SM MAX GR'! FLOW, W GR1 ,;,,• DOMESTIC WATER METER SERVICE TO REC AREA LOT 24-S ll.ELLSFRING ST. STA. ~+2e>h6 "14.86 !'EET LT. " WATER MAR-l ie>+11.!II e KNUCKLI: MAX. GR1 FLOW 8.S GFM 2' RECYCLED WATER METER AND FOINT OF CONNECTION FOR RW IRRIGATION E:lORDl:N CT. STA. 18-.!11 MAX. GFM FLOW W GFM .,, .. POMESTIC WATl:R METER SERVICE TO REC AREA LOT 330 CHASE CT. STA. 13+42.41 MAX GFM FLOW, 8.S I~,' RECYCLEP WATER METER · ANP FOINT OF CONNECTION FOR RW IRRIGATION GAGE DR STA. 26'5S.e>e> MAX GFM FLOW, 1e> GFM '¾,' DOMESTIC WATER METER SERVICE TO REC AREA LOT 156 LA FAZ CT. STA. I6+16.e>el MAX GR1 FLOO 1e> GR1 2' RECYCLED WATER METER ANP FOINT OF CONNECTION FOR RW IRRIGATION GAGE PR ST A. 11 +.:re.e>e> MAX. GR1 FLOW, 9e> GR1 I' RECYCLED WATER METER SERVICE TO 4 FOINT OF CONNECTION FOR RW IRRIGATION WIND TRAIL WAY STA. 14+13 /ON EXISTR-lG 4' LATERAL! MAX .. GFM FLOW, Se> GR1 ,;,• POMESTIC WATER METER SERVICE TO REC AREA LOT 24 TRAILBLAZER WAY STA. 1+1SM 2' RECYCLEP WATER METER AND FOINT OF CONNECTION FOR RW IRRIGATION LA FAZ CT. STA. lel+l636 e WATER MAIN 11'65.46 " CUL-PE-SAC Iv,' RECYCLED WATER METER AND FOINT OF CONNECTION FOR RW IRRIGATION R06ERTSON RD STA. 28+.:reM MAX. GFM FLOO 1e> C.FM '¾,' DOMESTIC WATER METER SERVICE TO REC AREA LOT 339 R06ERT50N RD ST A. 28+2&.e>e> MAX. GFM FLOW le>.S GR1 LANDSCAPE IMPROV£M£NTPLANS FOR: RANCHO COSTERA PHASE 2 ON-TRACT RECYCLED WATER AREA EXHIBIT APPROVED I bi-E:I 1-G'tt ; . -z t> {te PLANNING DATE --/-...f:'./4,cJL-.f------:'.:DA~T.:::E.:...: _:t,,:::....;:f....:....7....'.., /1-u~D,..AT;:::E,---l-,-,IN"'ITl,--AL---+------------------+---+----J---~+------J R.L.A.: 2961 DWN BY: AC PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: JT CT 13-03 480-3M ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: '- I. CONSlRUCTION A. SCOPE OF WORK 1. This work shall consist of hardscape construction and flatwork such as driveways and walks. Bid price shall include all labor, materials, and equipment costs as well as any other expenses necessary for the completion of this project. B. STAKING & LAYOUT 1. Field surveys for control of all construction and grading on the plans is the responsibility of the Contractor. All field surveys, including construction staking, shall be under the supervision of the Contractor and verified by the Landscape Architect 760-692-1924. Staking shall be performed on all items ordinarily requiring grade and alignment at intervals normally accepted by building trades involved. C. FINE GRADING 1. Finish surfaces shall be free of irregular changes to provide a uniform grade or smooth transition gradients. 2. Planter or lawn areas receive topsoil amendment to within no more than 0.70' above or below required sub grade elevation. 3. Walkway finish surface shcill be shaped to line, grade, and cross -section, with the finish surface not more than 0.1 O' above finish grade elevation D. CONCRETE & MASONRY 1. General a. Concrete work shall be constructed of Portland cement concrete type II or //A conforming to ASTM C150 unless otherwise specified. Concrete shall be prepared in a monner generally acceptable to the trade. The Contractor shall provide facilities for integrating any required installeitiol"l of banding, sleeves or inserts specified and perform cutting and reinforcing of form req.uired to accommodate tl-iem. Do not place any concrete until all inserted items are tnstoUeel in their proper locations, secured ogoinst displacement, cleaned, inspected, orid approved. b. All aggregates shall conform to ASTM C-144 for mortar and C-404 for grout. Water shall be clean and potable from a domestic source. 2. Walks a. General (1) Compoct and tamp concrete in order to bring a 3/8" layer of cement/mortar to the surface. Use wood screeds and masonry floats only, and apply the specified finishes after excess surface water has disappeared. (2) All walks shall be constructed of 2000 psi at 28 day concrete with a 4" nominal thickness. (Provide specified finish and retardant as noted on the plan.) Surface area of walk shall not exceed 100 sq. ft. without the incorporation of expansion joints. b. All concrete flatwork shall drain at 2% away from buildings and structures. Concrete walks shall drain witli a 2% cross pitch. All water to be focused to subsurface drainage fixtures. 3. Expansion & Control Joints a. Expansion joints shall b.e const-ru.cte.d [n curbs, wol.ks and other povil'lg os shown on the plan. Joints shall be installed verticolly and extend to the full depth and width of the work. Expansion joints sha.H be 20'-o" on center, not to exceed a surface area of 100 square feet unless noted otherwise. b. Control joints shall be 5'-0" on center unless noted otherwise. Finish joint opening shall not be wider than 1 /8 inch, 4. Reinforcing Steel a. General (1) All rebar, wire and wire mesh reinforcement shall conform to details on plans unless otherwise noted. Before being placed in work, all reinforcing steel may have a very slight rusting finish to enhance bonding properties. Steel shall be entirely free of mill scale, mortar, oil, dirt, heovy rust or coating of any character which would likely destroy, reduce, or impair its proper bonding with concrete or mortar. (2) Reinforcing steel shall be either grode 40 or grade 60 billet steel conforming to ASTM A615. All bending or straightening shall be accomplished so that the steel will not be damaged. Kinked bars shall not be used. (3) Wire mesh reinforcement shall conform to ASTM A185. The gauge of wire and mesh dimensions shall be shown on the pion. 5. Cleanup a. The Contractor shall cl.ea,i up & l"ernove from the site all unused materials and debris resulting from the work performed. E. DRAINAGE 1. General a. All drainpipe shall be ABS plastic, solid wall pipe. Pipe, fittings and joints shall conform to ASTM D-2751 unless otherwise specified on the plan. b. Drain pipe shall pitch and drain at a .5% minimum slope away from all drain inlets. 2. Drain Inlets a. Drainage inlets will be ABS plastic unless otherwise specified on the plan. Installation will be per manufacturer's specification. b. Planter areas of shrub or ground cover shall receive 4" atrium grate inlet. c. Turf areas shall receive grade mounted drainage inlet or drop inlet as noted on the plan. d. Hardscape or paved areas shall receive grade mounted drop inlet or catch basins as noted on the plan. F. EXCAVATION 1. Dig trenches to a uniform width and depth as specified on plans or as required for proper installation of pipe. Provide 6" to 9" clearal"lce en both sides of pipe. Carry depth of trenches for piping to establish indicated flow lines and invert elevations. G, MISCELLANEOUS PAVING 1. General a. Furnish all labor matrerial & equipment to complete all paving and related work. 2. Decomposed Granite a. D.G. material fines to be "A-1 pathway mix" by Hanson/A-1 Soils 858.715.5600 b. D.G. material to be mixed with 'Stabilizer' or eq. organic matrix hardener. Per the manufacturer's recommendations. c. Apply in 2" lifts in areas shown on plans. 3. Resilient Surfacing a. Resilient surface shall be as shown on plans by Vitriturf, Surface America or approved equal. Submit color samples in finished state (6"x6" tile minimum) for submittal review. b. Install per manufacturer's recommendations. II. IRRIGATION A. SCOPE OF WORK 1. This work shall consist of the installation of a complete automatic irrigation system as shown on the plans. Bid price shall include all labor, materials, tools and equipment costs as well as any other expenses necessary for the completion of this project. B. IRRIGATION DESIGN 1. The plan is diagrammatic. Refer to notes, details, and legends to verify locations of irrigation equipment. 2. Contractor shall carefully check and verify conditions on-site and be familiar with the location and details of on-site connections of water and power sources. 3. Discrepancies between the pion etements and/or site conditions must be brought to the attention of the Owner's Represe.ntative during bidding and prior to proceeding with any work. Failure to do so wlll result in responsibility by the Contractor for any and all revisions that result therefrom. C. MATERIALS 1. All materials shall conform to the local ordinances governing irrigation equipment. 2. All materials ond equipment shall be new, and shall conform to the standards of specification by the manufacturer. 3. Under any circumstances, no substitution of equipment will be allowed without prior written approval of the Landscape Architect and City Inspector. Contractor shall submit data to support claims of equal performance. Standards of performance of specified materials and equipment shall be used as a performance standard; substitute material must match specified material. 4. Equipment and materials shall be as called out on the plan legend. D. LAYOUT 1. Prior to installation, Contractor shall mork-out, with chalk or equal, all pressure supply lines and laterals, indicate the locations of irrigation heads and valve 2. Layout shall be such that no hindrance or interference with planting or hardscape construction occurs. 3. Owner's Representative shall approve layout and verify the location of control clocks prior to installation. E. INSTALLATION 1. Irrigation heads and risers shal-I be installed perpendicular to finish grade and/or manufactured slopes and checked for adequate coverage prior to permanent 2. Flush all lines prior to installation of sprinkler heads. 3. Spacing of heads shall not exceed the radius indicated in the irrigation legend. 4. Thoroughly flush all (lateral) lines prior to instollation of sprinkler heads and/or drip emitters. After installation of drip emitters, flush laterals a second time before capping and pressurizing PVC lines. 5, Install sub-surface drip line per manufacturer's guidelines. Provide PVC supply lateral to PVC drip supply header. Use CL 200 PVC as drip exhaust headers. 6. Minimum depth of drip line shall be 3" to 4" inches for shrub areas, and 6" for turf areas. Install lines from planter edges maximum of 6" for shrub and 4" for turf. 7. Provide support for dripline and install soil staples 61 to 70' feet 0.C. or as needed to secure lines and limit movement. 8. Overlap drip service sections, or install drip line above PVC headers to insure complete irrigation coverage being served by drip irrigation. 9. Temporary and "High-Line" mainline. New irrigation POC's serving recycled water irrigation shall be connected to potable water source until successful completion of cross-connection tests as performed by CMWD and San Diego County D.E.H. Final connections to recycled water meter and point of connection are to be performed only after approval is provided by CMWD and D.E.H. F. TESTING 1. PRESSURE TESTS a. All pressure mains shall be capped and tested at a hydrostatic pressure of 150 p.s.i. for a period of four (4) hours and prove water-tight, prior to installing remote control valves. Any leaky fittings, joints and pipe shall be replaced and the line b. Lateral lines shall be capped and tested at the design pressure, at the lost head, for three (3) hours, and prove water-tight, prior to installation of sprinkler heads. Any leaky valves, joints, fittings or pipe shall be replaced and the line retested. c. All pressure tests shall be performed in the presence of the Owner's Representative and City Landscape Inspector. d. Contractor shall provide all equipment necessary to conduct hydrostatic e. Contractor shall notify City Inspector 48 hours prfor to hydrostatic testing. 2. Coverage Test a. When system is complete, Contractor s1-lall perform a coverage test to determine that coverage is adequate and complete. b. Adjustrnei,\s sl'loll be made by the Contractor to compensate for site conditions and variations in grade: (1) Heads shall be adjusted in height and alignment after planting is completed and prior to hydroseeding to ensure adequate coverage and that spray stream clears adjacent plant material. G. CONTROLLER SYSTEM 1. Controller shall be a solid state microprocessor based unit providing for manual or completely automatic function. a. Each station shall be capable of programming from 1-59 minutes and shall operate a minimum of one 24 VAC remote valve per station. b. Controller shall have capacity for everyday, every other, or every third day programming and shall indicate the days watering occurs as well as indicating if watering occurs on the current day. c. Controller shall have 4 separate start times per day; each individual start time shall be programmable at any time of day. 2. 'MRING a. Wire sizing for control valve wires shall conform to the following chart: Zero to 500 ft. -14 GA * 501 ta 1,000 ft. -12 GA * 1,001 to 1,500 ft. -10 GA In no case shall any valve be more than 1,500 ft. from controller. b. Wire color shall be as follows: (1) Controller system wiring shall be per detail on plans. (2) Pilot wires shall be a different color wire for each controller. (3) Common wires shall be white with a different color stripe for each controller. c. Wiring shall be taped together at 10 foot intervals. d. Provide expansion curls within 3 feet of each wire connection and at each change of direction by wrapping 6 turns of wire around a 1-inch diameter pipe, then withdrawing the pipe. e. All splices shall be made with Scotch-Loe #3576 Connector Seal Packs and Pen-Tite wire connector. Use one splice per connector sealing pack. H. FINAL ACCEPTANCE 1. Contractor shall demonstrate to Owner the operatron of each system and piece of equipment. 2. Contractor shall provide' all manufacturer's data for all equipment. 3. Contractor shall provide on 'as built' plan depicting the actual locations of lines, heads, valves and controlling systems. Each valve for each controller will be clearly shown ond its station number indicated. 4. Contractor shall provide copies of each controller program, keys to the enclosure, and any special tools delivered as a stock accessory to any of the equipment. 5. Maintenance period shall not commence until the requirements of this subsection have been fulfilled to the satisfaction and acceptance of the Owner. I. GUARANTEE Contractor shall guarantee that the entire irrigation system is free from defects and workmanship, for a per:fod of one year; ordinary wear and tear, unusual abuse, or neglect excepted. J. MAINTENANCE 1. OPERATION a. Contractor shall adjust his watering schedule equal to the application rate each area is capable of receiving, based on topography, soil type, plant material, season and weather factors. Owner's Representative shall be given a key to controller and nstructions on how to turn off system in case of emergency. b. Periodically (a minimum of once a month) Contractor shall check all systems for proper operation and coverage. All heads are to be adjusted as necessary for unimpeded coverage. Adjust outlets of distribution tubing as required for growth of plant material. Observe the site regularly for puddling and run-off. Change length and/or frequency of the irrigation cycle to eliminate any problems. c. Check filter mesh condition within five to seven days of initial operation. If clean, check again in 30 days. Check condition of filter until a regular maintenance interval can be established for each site-specific system. d. The lines shall be flushed periodically and whenever repairs have been done on the system. If water quality is adequate, perform flushing at least once a month for 30 to 60 seconds. e. Monitor and maintain optimum operating pressures throughout the system. f. In March, all valve boxes shall be checked for soil invasion, cleaned out and new gravel replaced as noted in original specifications. g. All screens in backflow preventer strainers shall be checked and cleaned at least tt-iree (3) times per year or as often as necessary. h. Contractor shall utilize a repeat cycle on controller to eliminate excessive run-off. i. To insure minimal obstruction of irrigation spray patterns, Contractor will be responsible for trimming and making necessary adjustments to riser height as plant material growth rates indicate. j. All systems shall be personally observed by the Contractor during operation cycle at least once per month to verify effectiveness of sprinkler operation. k. Contractor shall throttle down valves enough to prevent useless fogging, allowing droplets for effective watering. I. Hours of scheduled operation will be programmed to minimize disease occurrence of plant material and reduce possible nuisance from sprinkler operation to pedestrians or vehicles. To prevent leaf burn of many plant species, do not operate the irrigation system during warm daylight hours, generally between 9: 00 a.m. and 5: 00 p.m. 2. MAINTENANCE a. Any repairs mode by the Contractor will be in accordance with the original details or as directed by Owner's Representative. b. Repairs to irrigation system caused by conditions under which the Contractor does not have any direct control shall be paid for by the Owner as extra work. Such repairs are those cous.e.d by vandalism, normal wear and tear, storm damage (acts of God), or by other parties. It shall be the Contractor's responsibility to report such conditions immediately to Owner's Representative. c. Contractor shall make minor repairs under this contract. Minor repair shall be defined as an occasional repair such as a broken riser, which can be repaired easily without the need of a specialist. d. Malfunctions of any nature which are deemed to be the fault of materials or workmanship still covered under original installation guarantee shall be reported immediately to the Owner's Representative. e. Contractor shall furnish his own hoses, nozzles, sprays, and controller keys as required. f. Any damages to system caused by Contractor's operations shall be repaired without charge to the Owner. Repairs shall be made within one watering period. g. It will not be the responsibility of the Contractor to pay for heads requiring placement, but he will be responsible for the labor involved. Heads shall be of the exact type as previously installed. Substitution will be allowed only with prior approval of City. K. ADDITIONAL WATER LINE NOTES 1. SEPARATION BETWEEN WATER, SEWER, RECLAIMED WATER, AND OTHER UNDERGROUND UTILITIES Horizontal and vertfcaf separation of water, reclaimed water, and sewer mains shall adhere to State of California Department of Environmental Health "Criteria for the Separation of Water: Mains and Sanitary Sewers." a. Horizontal Separation: Ten (10') foot minimum separation between water, reclaimed water, and sewer mains shall be maintained. Any special situation requiring less separation will require District approval. b. Vertical Separation: Twelve (12") inches minimum separation between water, reclaimed water, and sewer shall be maintained at all crossings, all crossing should be at 90 degree angles horizontally. Normally, water, reclaimed water, and sewer shall be located horizontally from the streets finish grade surface in the order of the higher quality, i.e., water shall be above reclaimed, reclaimed above sanitary sewer. Ill. LANDSCAPE PLANTING A. SCOPE OF WORK 1. This work shall consist of performance of soil preporatiol'I, plcmting and hydroseeding of those materials ca!Jed out on the plans and instal!ation of material per the details depicted on the plans. Bid price for this work shall include all labor, materials, tool and equipment costs as well as any other appurtenances necessary for the completion of th is project. B. PLAN 1. The pion is diagrammatic. All plant material locations shown are approximate. Plant symbols take precedence over quantities. C. MATERIALS 1. PLANTS a. All plants shall be healthy, of normal growth, well rooted and free of diseases and pests. Quality and size shall conform to the state of California Grading Code of nursery stock, number one grade. b. Plant material shall not be root-bound. Owner reserves the right to reject any and all material found to be defective. Defective material shall be removed from site and replaced with acceptable material at Contractor's expense. c. Contractor sMall be responsible for damage to plant material due to negligence or irrigation system failure during construction or during trle mainte-riance period. 2. SEED a. All seed is to be delivered to the job site unmixed and in separate sealed containers. Each sealed container shall bear the seed suppliers tags indicating the container weight, seed type, purity and germination. b. All seed shall be labeled according to State and Federal Seed Laws. c. A sample of each seed type shall be drawn and held for testing before seeding operations. If any discrepancy between specifications and germination material is discovered, Contractor ·sh □!! pay for seed tests by Ransom Labs (805) 684-3427, and shall replace seeded area with specified mix. D. SOIL PREPARATION 1. Planting areas of 4:1 slope or less shall be ripped or serrated to a depth of six (6) inches in a horizontal direction prior to any planting or irrigation installation. 2. Backfill mix and amendments shall be as specified from soil tests. All backfill and amendments shall use native soil as a mix base. For bid purposes use: 6 parts on-site native soil 4 ports composted organic soil amendment -Agri-Service Humic Compost or equal 12 lbs 12-12-12 NPK fertilizer per cubic yard 2 lbs iron sulphate per cubic yard Contractor shall be responsible for obtaining soil tests and preparing backfill mix per soil test recommendations. Submit soil test results to City !nspector for approval prior to soil amending and/or backfilling. 3. General soil preparation for areas which are less than a 2: 1 gradient (amount per 1000 square feet) 4 cubic yards Humic compost -Agri-Service 1-800-262-4167 50 lbs. Humate Plus -TriC Enterprises 1-800-927-3311 25 lbs. granular fertilizer 50 lbs, Ag Gypsum 10 lbs, Sail Sulfur 4. Top dress all slope areas 2: 1 or steeper with the following lightly racked into soil approximately 1"-2" depth -(amount per 1000 square feet) 6 cubic yards Humic compost -Agri-Service 1-800-262-4167 10 lbs. Soil Sulfur 1 gallon Plants Choice SR (sprayer applied) -Plants Choice 1-619-661-6712 5. Pre-Planting Weed Abatement a. Upon completion of all fine grading and soil preparation, perform weed control measures as follows: 1) Irrigate all areas to be planted for a minimum of 10 minutes twice per day, for seven (7) consecutive days to sufficiently germinate all weed seed as possible. Adjust irrigation run times to avoid run-off. 2) Apply a contact herbicide Round-Up, Rodeo, or equal, and allow sufficient time to obtain a complete kill of germinated weeds. Approximately 7 to 10 days. 3) Repeat a second 'grow and kill' cycle repeating steps 1 and 2. Knock down and or grub-out dead noxious weed material as necessary during installation of straw netting and shrub installation. 6. Prepared Soil for Drip Irrigated Turfgrass a. Rake and clear all proposed turf planter areas clear of organic and/or construction debris. b. Rip existing soil to a minimum uniform depth of 12"inches and 3"minimum crumb size. c. Amend area per soil preparation note D.3.abave. RotOtil in all amendments to a depth of 8" and a 1-1/2" to 2" soil crumb size. d. Water roller prepared area per normal practices for turf sod installation. e. Apply soil topdress mix, if necessary, prior to installing sod. E. PLANTING 1. General a. Set plant plumb and hold rigidly in position until soil has been tamped firmly around ball or roots. b. Use only specified backfill mix for backfill of planter pit. c. Gro Power 7 Gram Plant tabs per the Following: 1 gal shrub ... 3 tabs/plant 5 gal shrub ... 6 tabs/plant 15 gal tree ... 15 tabs/plant d. Tri-C Myco-Paks Endo/Ecto Mycorrhizae in the following amount: Tea Bag Qty Plant Size 1 1 Gol 2 5 Gal 4 15 Gal 5 24"Box e. Backfill pit with mix to half its depth and water thoroughly. Back fill remainder of pit with mix. Tap down firmly to eliminate all air pockets. Do not compact. f. Construct watering basins equal to diameter of pit excavated for planting plant material. Depression of each basin shall be capable of holding a depth of 3 inches of water. g. After watering. any settlement within basins shall be refilled to required grade with prepared soil. 2. Container-Grown Plants a. Can removal: Do not injure root ball. Carefully remove plants without injury or damage to root boll. After removing plant, superficially cut edge-roots with knife on three sides. b. Box removal: Remove bottom of plant boxes before planting. Remove sides of box without damage to root ball after positioning plant and partially backfilling. c. Dig planting holes to accommodate root balls as per detail on plans. d. Hand backfill and hand tamp leaving a slight depression around plants. F. STAKING OF TREES 1. Stake designated trees as per detail, with minimum of one stake on windward side of tree. G, TREE ROOT BARRIERS 1.The Contractor shall furnish and install tree root barriers as specified. The tree root barriers shall be product #UB36-2 (36 " depth) and #UB24-2 (24" depth) as manufactured by DeepRaat Green Infrastructure, LLC; 530 Washington Street, San Francisco, CA 94111 info@deeproot.com Tel: 415-781-9700 Toll Free:800 458-7668, or approved equal, 2.The barriers shall be black, injection molded panels, of 0.085" wall thickness in modules 24" long by 36" deep; manufactured with a minimum 50% post-consumer recycled polypropylene plastic with added ultraviolet inhibitors; recyclable. 3.The Contractor shall install the root barriers devices in a linear fashion adjacent to paving, sidewalk, or curb in all conditions where trees are to be planted within 7' or closer to these improvements. Root barriers shall extend 8' on each side of tree as mecsured along length of improvement. 4. The vertical root deflecting ribs shall be facing inwards to the root ball and the double top edge shall be 1/2" above grode. H. EROSION CONTROL 1. Erosion control straw and coir blankets or approved equal shall be installed along with planting on all slopes in excess af 6:1 (16% gradient). 2. Erosion control blankets shall be as manufactured by American Excelsior Company -Arlington, Texas and available through John Deere Landscapes. 3. Application of straw blanket shall conform to the following. a. Slopes 6: 1 and up to 3: 1 receiving container stock -Single Netting FibreNet b. Slopes greater than 3: 1 receiving container stock -Double Netting FibreNet. c. Slopes 6: 1 and greater receiving hydroseed and container stock -Coir Mesh-40 weight coconut fiber net. 1. All erosion control netting shall be natural biodegradable coir type fiber netting. Poly-fiber netting shall not be used. 2. Best practices shall be incorporated to insure areas with straw balnkets receiving hydroseed are sufficiently prepared prior to hydroseeding. Coordinate work with hydroseed contractor prior to installing straw blankets. I. GENERAL 1. Maintenance for all palm planting areas will be for a minimum of 120 days exclusive of other maintenance requirements for the project. The Contractor shall also follow direct maintenance as specified. Refer to Specification Section J for additional information and direction. 2. Mulch Application a. All planting areas, with the exception of areas with slope gradients in excess of 33.3% (3: 1 and greater) shall receive a 3" layer of mulch. b. Mulch material shall be recycled tree trimmings containing no grass, weed seed, trash or other contaminants. Screened to 3" minus fines. conforming to 'Forest Fines' or eq. Available through Agri-Service 1-800-262-4167. Submit sample ta Landscape Architect for approval prior to bulk delivery to job site. c. Additional mulch opplication may be required during maintenance/establishment to maintain 3" layer depth due to settling and compaction. J, GUARANTEE All shrubs and trees shall be guaranteed by the Contractor for the following lengths of time upon completion of the specified maintenance period: 1. All trees and shrubs for duration of maintenance period. 2. All one gallon shrubs -120 days. 3. All five gallon trees and shrubs -120 days. 4. All 15 gallon trees and larger -180 days. K. MAINTENANCE 1. The entire project shall be completely and satisfactorily maintained for a period of 120 calender days. The Contractor shall call for the start of establishment/maintenace once the project is substantially complete -(100% hardscape, flatwork and furnishings installed -95% Planting & Irrigation installed). Establishment and maintenance period shall commence upon the date of completion of the work, as authorized in a written notice from the Landscape Architect after a 'start of establishment period' inspection has been completed by the Owner's representative; and all punch list items hove been corrected by the Contractor. 2. Maintenance shall consist, but not be limited to, the following: a. Core and maintenance of plant basins for container stock. Removal of known noxious weeds from project area. b. Replacement of diseased or dead container stock. c. Clearing of drainage structures of debris that might impede the flow of water through them. 1 d. Weekly edging & mowing and/or inspection of all turf areas. e. Removal of all trash, debris and plant litter from site. f. Cleaning, brush or power washing of flatwork and furnishings at least one time, or more if directed by the Owner or Landscape Architect. g. Contractor shall be responsible for protecting the work from vandalism and accidental damage, damage by frost or torrential rains. Any damage shall be promptly repaired at no additional cost to the Owner. h. Contractor is responsible for □II repairs or replacements caused by acts of vandalism, including removal of graffiti, and/or refinishing as required. i. Contractor shall inspect the site no less than once per week during the maintenance period. 3. Final Acceptance a. The Contractor shall show evidence to the Landscape Architect that the Owner has received all required manuals, accessories, maintenance recammendotions, etc. before final inspection can occur. b. Notification by the Contractor shall be made in writing to the Landscape Architect at least seven (7) calender days prior to final inspection far acceptance. The final inspection of the work shall be made in the presence of the Owner's representative and the City Landscape Inspector at the time the work is completed. IV. HYDROSEEDING A. Hydroseed slurry composition shall be as follows: 1. Component Cellulose fiber Tri-C Humate Plus Tri-C 6-2-4 16-16-16 fertilizer 21-0-0 fertilizer Earthguard Agricultural gypsum Composted organic amendment (1/4" ar less particle size) Tri-C Endonet AMI Sarvon Soil Penetrant 2. Seed mix per plans QTY I areo 2000 lb/acre 50 lb/1000ft2 8 lb /1000ft2 4 lb /1000ft2 3 lb /1000ft2 6 gallons/acre 30 lb/1000ft2 3 lb /1000ft2 5 pounds 1 pint ----------- B. All seed shall be new crop seed labeled in accordance with US. Department of Agriculture rules and shall be furnished in sealed, standard containers. Seed which has become wet, moldy, or otherwise damaged, will not be acceptable. C, Seed and/ar stolon types shall be as specified and shall be applied at the rates indicated above. D. Mulch material shall be clean, natural wood cellulose fiber. Natural wood cellulose fiber shall be processed in such a manner that it will contain no growth or germination inhibiting factors and shall be dyed green to facilitote metering of materials. lt shall be manufactured in such a manner that after each addition and agitation in slurry tanks with fertilizer, seed, water, and other approved additives, the fibers in the material will become uniformly suspended to form a homogeneous slurry; and that when hydraulically sprayed, will uniformly cover the ground with seed and mulch, and which after application, will allow the absorption of moisture and will allow rainfall to percolate to the underlying soil. Materials which inhibit germination or growth shall not be present in the mixture. E. Stabilization and water retaining agents shall be Ecology Controls "M" Binder, or approved equal. F. Fertilizer shall be an approved standard brand conforming with pertinent State fertilizer laws, uniform in composition, dry, and free flowing. G. Fertilizer shall be a commercial grade, uniform in composition, dry, and free flowing, of analysis as noted on drawings, and particle size of not less than 2% through a number 48 mesh. H. Fertilizer shall be delivered to the site in the original unopened container, bearing the manufacturer's guaranteed analysis. Any fertilizer that becomes caked or damaged will nat be acceptable. I. Hydroseeding will follow container planting. All seed shall originate in the vicinity of coastal North San Diego County. All seed shall be delivered to the project area in sealed containers. All seed shall be labeled according to state and federal laws. Each sealed container shall bear the seed supplier's tags which shall ·indicate the container weight, seed type (genus and species), seed purity %, seed germination % and date seed tested. Samples of each seed mix may be drawn at the time of delivery to the area by the restoration ecologist. Samples may be tested to assure c6mpliance with the seed specifications. The restoration ecologist shall conduct a pre-planting meeting to instruct the hydroseeding crew regarding acceptable application technique. The restoration ecologist shall then remain on-site to oversee hydroseeding. J. Per Hydroseeding w..eed abatement upon completion of fine grading installation of irrigation and soil preparation, The contractor shall perform weed control measures as follows: 1. Irrigation all areas to receive hydroseed to facilitate sufficient weed germination. 2. Weed and grub noxious weed growth. 3. Irrigate area thoroughly to generate any additional germination. 4. Spot spray herbicide Rodeo or Roundup 5. Wait 7 days prior to beginning hydroseed operations. TME -· k:rW&»JJ~J --· GIIDUP 5900 PASTEUR COURT SUITE 110 CARLSBAD, CA 92008 {760) 692-1924 www.lightfootpg.com SITE DESIGN LAN□SCAPEARCHITECTURE • = -... Call: TOLL FREE I 1-800 227-2800 TWO WORKING DAYS BEFORE YOU DIG PLANNING APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. I SH7EETI CITY OF Cl'.RLSBAD >----+-----1------------------t---+-----tf------tf----+ PLANNING DIVISION f----+---f-----------------------j---+---+------if-----j DATF INITIAL DATF INITIAL DATE INITIAL [NGINE:'::R OF WORK REVISIOI'-: DESC:Rl:,TIO\ OTH[eZ APPROVAL CITY APPROVAL LANOSCAP£ IMPROV£M£NTPLANS FOR: RANCHO COSTEl?A PHASE 2 ON-TRACT LANDSCAPE SPECIFICATIONS APPROVED )~yj & -t/l-6>1r ,;, . .z;,Z,,t<,,,, FLANNING DAIE DWN BY: AC I :JROJECT NO. I DRAWII\G NO. CHKC BY· JI CT 1j-0j 480-3M RWiD BY: ' :::,., 'i ' FOC 'A'-PER PI-IASE I PLAN$ RECYCLED WATER METER I.D. METER LOCATION, METER ELEVATION, METER 5IZE, 5TATIC FSI, MAX. C,F't1 FLOW, S,Z, c.F't1 @ 182.7 2' \U?R&T CA5E VALVE CIRCUIT, RE5IDUAL FSI, A6S5 •48 c,f't1 FLOW IS.7I FSI POC '6'-FEiio! Pl-I.ASE 1 PLANS DOMESTIC WATER METER I.D. WELLSFRINc. 5T. ~ METER LOCATION, METER ELEVATION, METER 5IZE, 5TATIC f'51, STA. l€>•2b.4S • 17.1& FT i;.r. ..WATER MAIN,l<Z><S&.4eeKNUCKLE 1663 MAX. GR1 FLOW 85 C,F't1 PROVIDE I50LATION VALVE AND STUB FOR FUTURE DOME5TIC USE POC 'E'-~ Pl-lASE 1 PLANS RECYCLED WATER METER ID. WELL&FRINc. ST. ® METER LOCATION, METER ELEVATION, METER SIZE, STATIC FSI, &TA. I<2'•33.IZlS • l<Z>I FT RT. •WATER MAIN,l<Z>'84.11oKNUCKLE MAX. C.F't1 FLOW S<Z> c,f't1 WORST CASE VALVE CIRCUIT, RE5IDUAL F5I, / / HEET CROSS REFERENCES l6e,3 2' E3S.I •40 c,f't1 FLOW I1.&S F'5I / / IRRIGATION SHT. 08 PLANTING SHT. 18 $1..JEET KEY / , , / I / / IMPROVEMENTS PER F!-lASE I PLAt)ie' DWC:r 4W-3L / ( I I 0 40' I I Underground Seriee Alel't Call: TOLL FREE 1-800 227-2800 lWO WORKING DAYS BEFORE YOU DIG / LOT 49 9,448 SF B0' 120' I I APPROVED FOR IRRlGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA LOI 47 8,849 SF ',"-'" ',,_ '"-, '"-, '"-, '" LOT 162 7,770 SF '" ',, ... I L9~11/ cw;1-~ ~ IMPROVEMENTS ..,. ',<c: PER Pl-lASE I 11/ ', ~LANS /' / ~ '~~ I /// \ ---....,~ ,/ I/ '--~' I \ 17 <• LOT 45 \ ,,( OT 46 8,995 SF LOT !6! 7,818 SF ',"-, '"-, '"-,, 10,613 SF LOT 158 7,598 SF LINE SEE 5!-IEET 10 I>' --26 A4S.I I• ' I :,~ f; ----1 I I I ------------- l~IG!ATION EQUIR1ENT LEC:IEND VALVE&, CONTROL&, c MISC. EQUIPMENT DETAIL 5YM. MANUFACTURER/ MODEL# DE5CRIFTION I~ R!¼YCLED ~TER METER REFER TO CIVIL PLANS SEE METER SCHEDULE SHT. t, I~ f'OT ABLE l'1A TER METER REFER TO CIVIL PLANS SEE METER SCHEDULE SHT. b P.O.C. IRRl5ATION POINT OF CONNECTION SYSTEM CONNECTION DOl'1N STREAM OF METER (0 5RISl'10LD 2000 SERIES NOAAMLLY GLOSED • INSTALL IN STAN!:>ARD A/S5 MASTER VALVE R!'CTAN61l.AR VALVE BOX· BRAt,O LID MV' B/55 ~ RAINBIRD FSl50P PvC, FLOl'l 5EN50R • 5121: l'fR MFR. 5F'EGIFIGATION5 INSTALL IN q• RO.IND VALVE BOX· BRAND LID 'fS" D/S5 ~ MATCO NORCA 155 SERIES RILL PORT BRA55 6ALL VALVE 1115TALL IN q• RO.IND VALVE BOX· 6RAND 'IAA 51111T OFF' F/55 • NELSON #1645 I',/ ACME THREAD VALVE BOX· BRAND LID 'GGV' E/S5 ® KINI; BROS. BTU SERIES BALL VALVE -LINE SIZE INSTALL IN GIROJLAR VALVE BOX· BRAND BV' RAIN BIRD XCZ-PRe-COM SERIES AUTOMATIC REMOTE CONTROL DRIP VALVE REMOTE CONTROL DII.IP VALVE 1'1ITH SIZE PER PLAN 11----+---~----+-------l (S) GIJICK CHECK BASKET FILTER 4 INSTALL 1'1ITH LOCKABLE VALVE BOX C/Sb Pl<ES&URE RE151JLATOR BRAND LID 1'1ITH "RC,V" AND VALVE# AAIN6I1<.D FD60ITURF, Fl140I11JRF DECODER AT MANIFOLD l;,/55 s AAINBIRD PE56·F'R5·D SERIES REMOTE REMOTE CONTROL VALVE, CHRISTY'S ID WN=L VALVE l'llTH FRE551JRE RE51JLATOFi TA6, LOCKABLE eox MODULE AND AAIN6IRD 2 l'llRE DEGODER BRAND LID 1'1ITH "FiCV" AND VALVE o PROPOSED 20' WIDE STORM DRAIN EASEMENT I ~ RAIN6IRD E5P-LXD SERIES GONTROLLER MILTIPLE STATION AUTOMATED ':l· l'llRE' TYPE I',/ R5D-C,Ex RAIN SENSOR GONTROLLER ·PER PHASE I PLANS FOR REFERENCE ONLY LIMIT OF C:rli2ADINC:r I fa:'\ IRRll;,ATION SLEEVE MARKER IN5TALL ~" ROUND VALVE eox AND ~ BRAND LID 1'1ITH "IRR-SLV" G/S5 • DUlsA Sl:l SERIES PVC INLINE SPRING GHEGK VAL VE ~ l---+-~--+-------------+-------------1 V • e,~ ~ :l' R!'CYGI.ED AAlB< lliRl6ATION c;RQ55 GONNEGTIOM AATER AGENCIES STANDARDS Dl'll,l"R-04 ~ ~ 'PEST STATION FER GMIOIC) STAN!IARDS PEIi. PHASE I 6AGK60NE PLANS tiil ,E_=_q--+_l!:_l__,_M_m_1_1_15_-_1ES_l'l_1T_H_=_s_~_1~_ES_s ____ M_TE_R_AG_=_1E_s_s_~_ND_A_RDS __ D~_-~_-_o_a_, ~ '" STEEL &GREEN PER PHASE I BACKElONE PLANS ,,:;] Mm #boo SERIES RECYCLED l'lATER INSTALL IN JUM60 VALVE BOX E~ e'.J GHECK VALVE PEIi. MTER AGENCIES STANDARDS D~.~-09 wtj)1 I. __________________ -_P_HA_SE~l6=AC-K_eo~NE~P=LA-N5 ____ __, ~ SPRINKLER I-IEAD5 SPRAY HEADS DETAIL 5YM60L5 MANUFACTURER/ MODEL# RAD. 5PM -AT :,o PSI DESCRIPTION 2 qo Ieo 21 0 J RAIN6IRD Rl'15 SERIES Rl'15·6·C·I404, A/S1 0 f<Y6-50CK Ri"l5-6l<A TE-P 6,G/S1 '-e (I) 0 • RAIN6IRD Ieoo-5AM-I5 SERIE& I'll F, H, T, Cl, V AN·PGS NOZZLES A5 NOTED 19.5' 6,G/S1 '1' '17 w 'v "' AAIN6 RD l!l00·5AM·l:l SER S I'll F H, T, Cl, V AN·PGS NOZZLES AS NOTED 10' .65 1.5 • 6,G/S1 .. B [!J □ ■ RAIN61RD I600-SAM-IO 5ER ES F, H, T, Cl, VAN•PGS NOZZLES AS NOTE1' !l' B,C/S1 v-'V '¥ V ¥ RAIN6IRD I800-SAM-!l SERIES I'll F H, T, Cl, V AN·PGS NOZZLES AS NOS b' _j =t I f----t--t--+-+-+--+=~.,.,./~"'a"'l~2,+e"'~""-:l'='~~J;;l='is""sf=s~1ENO=s'cc~:i"D=-F,+-1s_· -+.40-+b0--+·--+1_.b-t--+------1 RAIN6IRD IeI2-SAM-Rl1 SERIES I'll F, ,n• -I = •.o • u H, T, Cl, ROTARY NOZZLES A5 NOTED = · '" ·= 0 6,C,/S1 ~ e 0 0 El,G/S1 ® @ @ 6,G/S1 0 @ © • RAIN6IRD I800-SAM-5 5EF<IES I'll F, 4• JO 20 • H, T, Cl, V AN·PG5 NOZZLES AS NOTED .................................. /'.·.,,,,• ........... ,; ~L 11----+-+-+-+-"i--+-~-:::_::_:_::_;=_::_~_;_; ___ -+_::_:s_· 1-:=.a.+:~~-,:""'-"'T~~,-FI-XED-RI_SER_SFRA__, '-1.. ROTOR HEADS RAD. GPM -AT 40 PSI HUNTER 1·20 ROTOFi SERIES 2" , ~LOPE ~n OR L No.l-20-00-/·I2·R·2.0 (l;PM@40 PSI) 0 ,.0 a ~ T G/S1 G/S1 [2J D,E/S1 ~ , -"' ~•·~-.,...,-*_ ... -,,,"",..,"'"II~ I >-----+---+-----+---+-+--+-:J;;-~---:i_o_~o_1o_.;_~---~--~_i;ER_(~_.,_40_P5_1--+) _a_4'_,_-+"--q-+--+---+--t-5-Lo_PE_RO_To_R_, I l HIJNTEFi 1-20 ROTOR SERIES :l:l' SLOPE ROTOR No.I· -I2-R·SSR G PSI "·1 SHORT RADIUS D,E/S1 D,E/S1 D,E/S1 D,E/S1 \ LOT 245 ~ RFC 39JJ40 SF D,E/S1 ® D,E/S1 ® D,E/S1 @I / ~ No.P6J-00/-I2-R GPM@40 P5I 15' 1.0 SLOPE ROTOR HlJNTIER P<!,J ROTOR SERIES 22, /, ~·, ___ )_ " I f----t--t--+-+=+--t.;;Nocii.P.:aGaiaJ-O~O/c,-1~:2-""R"'"'~"'/GPi-;:M@~4=o~P=Sl)+--+--+2-.o+--t--t--+5-Lo_PE_R_o_To_R-1 •• HJNTEFi PGJ FiOTOR SERIES •o• 4 L PE = No.PGJ-0/-I:l-Fi GPM@40 P5I • .0 5 O ROTO~ VALVE KEY4 WELO DATA 2 ( /--"· _ ~----"'4 _ R5'',;i;f~~~'if,====:;:===';;eo~DY~HE;;;l<!,~H:;:;T===;;,=;PRO~~<;,RA~M5~=~. ~e;'5oi,y~'i:ijHE;j;l§,H~T=;:O~R=;TY:;;P~E~ , 1 r, -......... , '¾, ', A I N N I -'=F 4= 4" POP·UP HEl5HT "{, I "<'•" "~v· , ,~-1 fA~G~~ 0 0 · ;. 5HRU6 b= t," POP-UP HEl5HT / ' \ /, F'T2f.4"'. L-::l• &LOPE 12• 12" POP-UP HEll;,HT I c-< VAL VE SIZE 6= 6U66LER P.O.C. 'E' \ ~~~~~ TYPE l~~=~==~2i0!~~L~f'~M~~~~~~ 4 ~•~D~R~IPi~~j"'i"JF~IXED;~R~ISiE~RJR;OiTOR~ / , O ~ / ·, J ( ~ 5• Ell0-&1",ALE D• 5U65URFACE DRIP -...~r·{oNTROLLER"~ .. -'-.f ;'\. ) \,/" Lf,io ~~~it~~~-6'ss~~:~~,fJN :~ 6~-7f~l,\'~y '13""'-· ---)~ ,{ \ PIPING! 4 5LEEVINl::s LOT 226 /,' \,:', ,:f--.. ,,~_ DTL. SYM. DE5CRIFTION LOT 183 5,917 SF 4 5,428 Sf ,, \ "'' \ '1 RECYGLED 1'1A1ER PIJRl'LE 'ALERT-LINE' SIZE 9" UNLE55 NOTED / '\ -..._ I~, PVC &CH 40 MAINLINE PIPING -1-1/2' OR SMALLER , , ,. -• -C,LA55 915 MAINLINE PIPINI;, -2' OR LAFiG>ER /,,/, \ \\\'-...., MAINLINE ALl6NMENT 15 DIA5RAMATIC. IRRl6ATION MAINLINE TO 6E INSTALLED \ 1'1ITHIN HOA MAINTAINED PAR!G'IAY ENCROACHMENT. PEF<MIT SHALL 6E REGIIJIRED ,• , \ FOR ALL HOA MAINTAINED APPEARANCES IN PUBLIC. R.O.l'l. / LOT 2 2 7 1 CONCRETE THf<IJ5T PROTEGTION. REFER TO F/S1. I SUPPLY LINE 9" AND LARGER SHALL RECEIVE ,/,' 5,527 SF _, \ I •~MAINLINE LAYOUT PER RANCHO GA&TERA PHASE I HOA 6ACK60NE LAND5GAPE ' ./ \ PLANS. REFER TO GITY Dl'll;. 480·9L , /,,/,, ,, RECYCLED 1'1ATER PURPLE 'ALERT-LINE' / I/S1 1---I PVC C,LA55 200 NON-F'RE55LRE LATERAL LINE PIPINI; -SIZE A5 NOTED ,,/' RECYCLED 1'1ATER PURPLE 'ALERT-LINE' 5LEEVIN5 J/S1 """ _, PER SPECIFIGATION5 AND DETAILS J/1,2 ./ SLEEVE SIZE 2 TIMES PIPE DIAMETER OF 11<1<11;,ATION LINE OR GONDUIT ,,/,, LOT 228 Tl'I0-1'1IRE CA6LE -'MAXI-GA6LE' TYPE I4·2UF DBL. JACKETED CONDUCTOR CABLE /, 535/ SF 1 ~IF<E CONNECTOR& TO 6E DB-SERIES "GREASE PAGK" TYPE GONNECTOR >, , NOT INSTALL '2·1'lIRE' MAXI-CA!lLE F<UN TO EACH VALVE MANIFOLD AND SENSOR MANIFOLD ,,/,, /,,,.,.--' SHOY1N ALL 'Tl'lO-l'llRE' MAXI-CABLE AND IF<RIGATION CONDUCTORS SHALL BE JOINT TF<ENGHED r l'llni MAINLINE. INSTALL 2 l'llRE CABLE IN D6·I20 CONDUIT AT ALL SLEEVED CFi055IN55 GROUNDIN<;,/SUF«;,E PROTECTION REGIIJIRED@ CONTROLLER. LSP·ITURF LINE 5UR5E PLACED EVERY 500' IF DISTANCE 6EmEEN MANIFOLD DEGOOERS EXC.EEDS 450' DETAIL 5YM. DESCRIPTION m,; ]'1 RAIN6IRD XF5 SUB-SURFACE DRIPPEl<LINE XFS-P-oq-I2 (o,q GPH 1'1ITH 12" EMITTER [~tJ: &PACINI;). LINES TO 6E 12" 0.C,. INSTALL PER MANUFACTURER'& REGOMMENDATION5 : :, •• INSTALL DRIP LINE THROUGHOUT PLANTEFi AREA 9' CLR OF PAVIN6 EDGES. : : • PROVIDE CL. 200 PVC HEADER LINES AND CONNEGT TO DII.IP LINE. POLY LINE [ ... ±d SHALL NOT BE USED FOR SUPPLY PIPIN<!,. IN-LINE DRIP EMITTER SHALL NOT EXCEED 200 L.F. 1'1ITHOUT CONNECTION TO PVC EXHALJ5T OR SUPPLY HEADER. KEY NOTE& ~ END OF IRFil5ATION VALVE GIRGUIT. 0 0 0 IRRIGATION MAINLINE CONTINLE5 PER PHASE I ElAGKEONE HOA PLAN5 • REFER TO DI",<;,. 4e0-3L. IRRIGATION MAINLINE TO 6E INSTALLED 1'1ITHIN HOA MAINTAINED PARl<~Y ENCF<OACHMENT. PERMIT SHALL 6E REG!JIF<ED FOR ALL HOA MAINTAINED APPURTENANGES IN PUBLIC R.0.1'1. CONNECT NEl'1 9" PVC MAINLINE TO PHASE I BACKBONE IRF<IGATION MAIN REFER TO Dl'll; 480·9L =-.::;-,.------= THE =-;···~~~~~&OJ ~ GROUP 5900 PASTEUR COURT SUITE 110 CARLSBAD, CA 91008 (760! 692-1924 www.lightfootpg.com SITE DESIGN LANDSCAPE ARCHITECTURE f----------------+---+-----1----1---11 SHESET I CITY OF CARLS Bi\D ISHEETSI PLANNING DIVISION 44 ~=:'..'.::::=========~=~ l.ANOSCAP£ IMPROV£M£NT Pl.ANS FOR: "AS BUil T" TITLE __ ------~ DATE REVIEWED BY: INSPECTOR DATE PLANNING DESIGNED BY: ~PA~--DATE: 03/20/2015 DRAWN BY: AC SCALE: 11S INDICATED PROJECT MGR.: J. TAYLO". JOB NO.: 1373.04.21 OF WO".K• DATE-ZJ?.. R.LA: 2961 DATE [NGIN:::ER OF WORK REVISIOI\ DESCRIPTI0'-1 DATE INITIAL DATE INITIAL OTHE, APPROVAL CIT' APPROVAL RANCHO COSTERA PHASE 2 ON-TRACT /RR/GA T/ON PLAN APPROVED PLAI\NING DATE DWN BY: ~A~C __ P°'O_.ECT NO. DRAWING \/0. CHKlJ BY: ~JT __ CT 13-03 480-3M RVWD BY, --------------------- LOT 252 9,221 sr HEET CROSS REFERENCES IRRIGATION SHT. 09 ------------ ' ,. I _L ~®©F \~1~ ' LOT 290 15,250 sr 0 I Call: TOLL FREE 1-800 227-2800 TWO WORKINC: DAYS Bf'.FORE YOU DIG MATC~ B0' 120' I I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 3 !TYF.! I LOT 272 6;6J4 sr CE>3.I I' 18 LOT 293 6,060 SF LINE SEE S~EET 11 "AS BUILT" TITLE _____ _ DATE REVIEWED BY: INSPECTOR DATE ~- LOI 294 6,J9! SF LOT 264 6,988 sr -, ' 11, --------- CE>8.I I' IE> LOT 341 ~ OPEN ~ CONTROLLERfi94 SF FOC 'C'-FER FI-IASE I FLANS RECYCLED WATER METI:R LD. METI:R LOCATION, METI:R ELEVATION, METI:R SIZE, STATIC F&I, WORST CASE VALVE CIRCUIT, RESIDUAL PSI, © EDINSU""'H DR &TA. NO, 1712)2!, 2' C44.I •37 r3Fl1 FLOW 21.53 F5I I ' IRRIGiATION EQUIPMENT LEGiEND VALVES, CONTROLS, 4 MISC. EQUIPMENT DETAIL 5YM, MANIJFAC-TUF<ER / MODEL • DE5C-RIFTION If-@ REC,YC,LED i"lATER METE!'< REFER TO C,IVIL PLANS SEE METER SC,HEDULE 5f+T. f> 11-@J POT ABLE i"lA TER METE"'-REFER TO C,IVIL PLANS 5EE METER 5"HEDULE SHT. f> P.O.C. IRRIGATION POINT OF C,ONNEC,TION SYSTEM WNNEC,TION DOV'IN STREAM OF METER 0 6RIS~LD 2000 SERIES NOAAMLLY GL= -INSTALL IN STANDARD A/SS MASTER VALVE REGTAA611AR VALVE eox -BRAND LID 'MV' B/:l5 ~ RAINBIRD FSISOP F'/C, FL0\11 SENSOR -SIZE PER MFR 5PEGIFIGATION5 INSTALL IN q• ROUND VALVE eox -BRAND LID 'FS" D/:l5 .... MATC,O NORC-A 155 SERIES RILL PORT 6'Wl5 6ALL VALVE INSTALL IN q• RO.IND VALVE EIOX -BRAND '11<1< SIIIT OFF' F/:l5 • NELSON #1645 ~ Ac.ME THl<EAD VALVE eox -BRAND LID 'Gf'.,V' E/:l5 ® KING BROS, BTU SERIES BALL VALVE -LINE SIZE INSTALL IN GIRGI.I.AR V!,LVE EIOX -BRAND llV' RAIN BIRD XC,Z-Pl'ifl,-C,OM SERIES AUTOMATIC, REMOTE C,ONTROL DRIP VAL VE <9 !<EMOTE e,O),l~~P VALVE l'IITH SIZE PER PLAN lll/lC,K C,l,IEC,K BAS FIL 1'ER 4 INSTALL >'IITH LOCKABLE VALVE BOX Cf:lE> PRESSURE RE<SULATOR BRAND LID Y'llTH "RC,V" AND VALVE# RAINBIRD FI:>60I1\IRF, FD40ITURF DECODER AT MANIFOLD RAIN6IRD PE5B-Pl<5-D SERIES REMOTE REMOTE CONTROL VALVE, CHRISTY'S ID CONTROL VALVE l'IITH PRE-i<E5ULATOR TA6, LOC,KABLE BOX MODULE AND RAINBll<D 2 >'lll<E DEC,or,ER BRAND LID l'IITH "RC,V" AND VALVE # RAINBIRD ESP-LXD SERIES WNTROLLER MULTIP!.E STATION AUTOMATED '2-l'lli<E' rrPE ~ RSD-CEx RAIN SENSOR C,ONTROLLER -PER PHASE I PLANS FOR REFERENCE ONLY DETAIL SYMBOLS MANUFAC-TURER / MODEL • RAD. SPRAY HEADS DE5"RIPTION 6PM -AT 50 PSI qo Ieo A/51 0 J RAINBIRD Rl'l5 SERIES Rl"6-6-C-I404, qo 180 2105f>OADJ ROOT l'IATERIN6 Rl'IS-SOC,K Rl"6-6RA TE-P LO euElBLER SYSTEM B,C/:l1 .. e (!) 0 • RAINBIRD ieoo-SAM-I5 SERIES ~ F, H, T, GI, VAN-PCS NOZZLES AS NOTED 15,5' ,q2 I.es -5,1 2,5 POP-UP 5PRA B,C/:l1 -,-'I' w V T RAINBIRD ,eoo-s -12 SERIES F, H, T, GI, VAN-PCS NOZZLES AS NOTED 10' b5 LS -2.b L15 POP-UP 5PRA B,C/:l1 .. E3 i!J □ ■ RAINBIFI.!:> I000-SAM-IO SERIES F H, T, GI, VAN-PCS NOZZLES AS NOTED e· .sq ,1q -Lse LO POP-UP 5PRA 6,C/51 v-\V '¥ V Y-RAINBIRD Ieoo-SAM-e SERIES~ H, T, GI, VAN-PCS NOZZLES AS 6' .26 52 -POP-UP 5PRA B,C/51 1w e 0 0 • RAINBIRD ieoo-SAM-5 SERIES ~ F, 4' JO .20 -,41 POP-UP 5PRA H, T, GI, VAN-PC,S NOZZLES AS N01ED B,C/51 ® @ @ RAINBIFI.!:> lel2-5AM-Rl5 SER ES ~ F, 15' .40 1)() -POF ~ MINI l<OTOR H, T, GI, ROTARY NOZZLES AS NOTED B,C/51 @ ® (D RAIN6IRD IeI2-sAM-Rl1 SERIES ~ F, H, T, GI, ROT ARY NOZZLES AS NOTED 20' ,15 150-5,0 -POP ~ MINI l<OTOR 6/:l1 liiJ RAIN6IRD lel2-SAM CST 15' -1.21 • 6/:l1 t21 RAINBIRD lel2-SAM EST 15.51 150-FIXED RISER 5FAA RAD. ROTOR HEADS 6PM -AT 40 PSI D,E/51 ~ HUNTEI'. 1-20 ROTOR SERIES No.1-20-00·/-I2-R-2,0 (6PM@40 PSI) 26' 20 SLOPE ROTOR D,E/51 [2i! HUNTER 1-20 ROTOR SERIES No.I-20-00-/-I2-R-5.0 (6PM@40 PSI) 54' 2,q SLOPE ROTOR D,E/51 ~ HUNTER 1-20 ROTOR SERIES 22' 2,1 SLOPE ROTOR No.l-20-00-/-I2-R-55R 6PM@40 PSI SHORT RADIUS D,E/51 ~ NTER 1-20 ROTOR SERIES No.1-20-00-/-I2-R-4,0 (6PM@40 PSI) 54' 4,0 SLOPE ROTOR D,E/51 HUNTER 1-20 ROTOR SERIES 5e,• e,o SLOPE ROTOR Na.1-20-00-/-I2-R-e,o (&PM@40 PSI) D,E/:l1 @) HUNTER Pl!iJ ROTOR SEf<IES 15' LO SLOPE ROTOR No.P6J-00/-I2-R 15PM@40 PSI D,E/51 HUNTER Fl!iJ ROTOR SERIES 22' 20 SLOPE ROTOR No.P<SJ-00/-I2-R (GPM@40 PSI) D,E/51 NTER Pl!iJ ROTOR SERIES SO' 4,0 SLOPE ROTOR No.Pl!iJ-00/-I2-R <!iPMll40 PSI VAL VE KEY 4 BODY HEl<!iHT • F'ls06RAM5 • BODY HEIISHT OR T)'.PE 4= 4" POP-UP HEIGHT 6= b" POP-VP HEIGHT 12= 12" POP-UP HEIGHT e= eueeLER WELO DATA VALVE STATION NO, I= TURF ~f;:-,,.-,--,( I PRO<!;RAM 2= SHRUB F7'1:2:;;:4"". i--:I= SLOPE I~ VALVE SIZE 4= DRIP :20 6PM 5= BIO-Si"lALE A 'l'IELO' VALVE STA T= TEMPORARY TYPE 2450 HYDROZONE AREA C,55 IRRIGATION FIFING 4 SLEEVING R= FIXED RISER ROTOR D= 5UB5URFACE DRIP F= FIXED RISER SPRAY 6= ON·l!iRADE SYSTEM DTL 5YM, DE5C-RIPTION 1151 l/:l1 RECYCLED Y'lATEI'. PURPLE 'ALERT-LINE' SIZE 5" UNLESS NOTED PVC 5"H 40 MAINLINE PIPING -1-1/2" OR $MALLER -• -CLASS 515 MAINLINE PIPIN<!i -2" OR LAl«Sel< MAINLINE ALI-NT 15 DIA6RAMATIC. M16ATION MAINLINE TO BE INSTALLED Y'llTHIN HOA MAINTAINED PARKl"lAY ENC.ROACHMENT, PERMIT SHALL SE REalllRED FOR ALL HOA MAINTAINED APPEARANCES IN PUBLIC R.OY'l, SUPPLY LINE 5" AND LARGER SHALL RECEIVE CONC.RETE THRUST PROTECTION, REFER TO F/51. • .,,,,, MAINLINE LAYOUT PER RANCHO CASTERA PHASE I HOA BACKBONE LANDSCAPE PLANS, REFER TO CITY DY'l<S, 4e0-SL RECYCLED i"lATER PURPLE 'ALERT-LINE' f---r PVC C,LASS 200 NON-PRESSURE LATERAL LINE PIPING -SIZE AS NOTED RECYC,LED i"lATEI'. PURPLE 'ALERT-LINE' SLEEVING J/:l7 .... """ PER SPECIFICATIONS AND DETAILS J/62 NOT SHOl'IN SLEEVE SIZE 2 TIMES PIPE DIAMETEI'. OF IRRIGATION LINE OR WNDUIT T~-l'IIRE CABLE -'MAXI-C,A6LE' TYPE I4-2UF DBL, JACKETED CONDUC,TOR CA6LE Y'llRE CONNECTORS TO BE DB-SERIES "GREASE PACK" TYPE WNNECTOR INSTALL '2-i'IIRE' MAXI-C,A6LE RUN TO EACH VAL VE MANIFOLD AND SENSOR MANIFOLD ALL 'Ti'IO-l'llf<E' MAXI-CABLE AND llitRl~TION CONDUCTOl<5 SHALL BE JOINT TRENCHED l'IITH MAINLINE. INSTALL 2 l"tli.E CABLE Ill DB-I20 CONDUIT AT ALL SLEEVED CROSSINi>S 6ROUNl?IN6/5UR6E PROTECTION REQUll<ED @ C,ONTROLLER. LSP-I1'\JRF LINE SURGE PLACED EVERY 500' IF DISTANCE BETl'IEEN MANIFOLD DECODERS EXCEEDS 450' SUBSURFACE DRIP LINE DETAIL 5YM. DE5C-RIFTION F/56 l!i/56 H/Sb RAINBIRD XFS SUB-51J"-FAC,E DRIPPERLINE XFS-P-O'l-I2 (o,q <SPH l'IITH 12" EMITTER 5PAC,IN6), LINES TO BE 1:2" 0,C,, INSTALL PER MANUFAC"l'\JRER'S REC,OMMENDATIONS INSTALL DRIP LINE THROU5HOUT PLANTER AREA 5" C,LR OF PAVING ED<SES. PROVIDE CL. 200 PVC HEADEI'. LINES AND CONNECT TO Dl'.IP LINE, POLY LINE SHALL NOT BE USED FOR SlA'PL Y PIPIN<!i, IN-LINE DRIP EMITTER SHALL NOT EXC,EED 200 L.F. >'IITHOIJT CONNECTION TO PVC EXHAUST OR SUPPLY HEADER, KEY NOTES [(] END OF IRRIGATION VALVE CIRCUIT. 0 0 0 IRRl6ATION MAINLINE C,ONTINUES PER PHASE I SAC-K60NE HOA PLANS -REFER TO DY'l<S. 4e0-5L. IRRl6ATION MAINLINE TO BE INSTALLED l'IITHIN HOA MAINTAINED PARKl'IAY ENCROACHMENT. PE"'-MIT SHALL SE REGUIRED FOR ALL HOA MAINTAINED APPURTENANC.ES IN PUBLIC R,O,l'I. WNNECT NEl'I 5" PVC MAINLINE TO PHASE I 6AC,KBONE IRRIGATION MAIN REFER TO DY'l<S 4210-5L TIIE ~ LIGHTFOOT 5900 PASTEUR COURT SUITE 110 PU.!tNING CARLSBAD, GA 92008 GROUP 17601692-1924 www.lightfootpg.com f----------------+---+----+---+---Ols11 c9c 1l_c_1T_Y_o_F_'_c_'_A_R_1_s_B_A_D~pRETTs14 _ PLANNING DIVISION ~ PLANNING SITE DESIGN LANDSCAPE ARCHITECTURE DESIGNED BY: PA DATE: 03/20/'2015 DRAWN BY: AC SCALE: AS INDICATED PROJECT MGR,· J. TAYLO~ JOB NO,: 1373,04,21 RFVISIOI\ DESCRIPTION OTI IER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: RANCHO COSTERA PHASE 2 ON-TRACT IRRIGATION PLAN APPROVED UWN BY: ~A~C __ Cl·IKr:J BY: ~JT~-- RVWD BY: PROJECT NO. Cl 13-03 DRAWING _\jQ. 480-3M ,------ t--w w =t (j) w w (j) w z -1 =t l) t-- -<[ r I - I I I 7T 60 'J Sf I tr LOT 38 8,BOJ SF ,/ / -- HEET CROSS REFERENCES IRRIGATION SHT. 10 ·"' Abl.l I' IS MA TC~ LINE SEE S~EET 08 LOT 34 9,132 SF LOT 55 9,119 SF LOI 54 9,095 SF ' ' \ ' ' \ \\ LOT 5 b Ab4.I ' ' \_ Ab!:>2 ~2"--I _, , 8~504SF I' \, I' , 12 \, L!<'..1-A,,:b,-;b-'Fi.l ' \ ' ' \ \ '\, ' ' \ LOT 172 8,6/J SF '" ' ' \ LOT 173 '\,_ 8,521 SF \ '" \ '"-,, '--,, " LOT 174 '\, 8,J55 SF \ " ''--, '" LOT I 75 ,,'-- 1,949 SF ', r,·;~ ' " , ..• 40' I Call: TOLL FREE 1-800 227-2600 ', ( "\ B0' I '\ ' ' 120' I ' ' ' \ ' ' \ LOI 52 8,504 SF 1/ LOT 170 8,096 SF LOT 171 8,149 SF TITLE _ REVIEWED BY: INSPECTOR l'WO WORKING DAYS BEFORE YOU DIG APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA LOI 61 9,J/6 SF ' \ \ \ ' ' \ ' ' \ ' ' LOI 169 \ 8,228 SF \ "AS BUILT" ' ' \ ' DATE DATE ' '-, ',, ',, ', ' '•,,,,,, ,, ', ', '-,, LO! 163 '-,, 1,842 SF '-, 0."'✓ ,., r; '--·~ ' ', LO I ! 6 4 '•,,, 7,832 SF - SEE S~EET 12 FOR IRRIGATION LEGEND ',,, I ,, ''-,, t- ill ill =t (1) w w <J) w z =t l) t-- -<[ r MATCl--1 LINE SEE Sl--lEET 14 t===========================±===t==±===r==i ~ c ITY o F' c A RLS BAD 1SHEETS 1 1 l_1_cl_J PLANNING DIVISION 44 LANDSCAPE IMPROVEMENT PLANS FOR: DESIGNED BY: -'-'PA,____ DATE: 03/20/2015 RANCHO COSTERA PHASE 2 ON-TRACT !RR/GA T/ON PLAN DRAWN BY: AC SCALE: AS l~CICATED PROJECT MGR.· J. TAYLOR JOB NO.: 1373.04.21 ~=======================================t====±====t====t===J t===========================t===t==±===t=j I APPROVEJ Jd \ 4r-EJI .Jt ~-·i:z--1 c., --7 7 /' 1],., I..'-. =--P~LA1:N=--,~1=--N~G~~-"'~=~~~:-=7\~~~~:~::~=:::.-=~~~-;=~D~Al~E =:::! I -~i½-'.LJL.4----_':D'..'.'/\T.'.c.F:~£:::_·· ...:.· f_:__,_• (llLDA~------------------1---1--j_ _ _JL_J r;: _ I DME OWN BY: AC PROJECT NO. R LA 2961 DATE INITIAL D/\TE INITIAL DRAWING NO . . . . : ENGINEE, OF WORK REVISION DESCRIPTION CHKD BY: =JT __ OTH[R APPROVAL CITY APPROVAL RVWC BY: CT 1 j-Qj 48Q-3V, ------- 5,351 SF LOT 229 5,417 SF LOT 218 5,309 SF HEET CROSS REFERENCES IRRIGATION SHT. 11 LOI 2JJ 5,309 SF 3/4. II LOT 234 5,781 SF MATCI-I LINE SEE SI-IEET 0 I LOT 240 5,933 SF LOT 241 r 40' I Call: TOLL FREE 1-800 227-2600 1WO WORKING DAYS BEFORE YOU DIG FROFERTY LINE ---r !T'l'f') SIDEWALK !T'l'f') \ I \ 80' 120' I I \ \ \ \ \ \ APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILr TITLE ______ _ REVIEWED BY: INSPECTOR \ f-- L OT J!O 11 1,216 SF LOT J26 9,814 SF i I ; p.) , 41.l D485 1,' 33 i _____ F.O .C. 'F' LOT JI! 6,932 SF LOT 302 7,507 SF \ ' ' I ' ' I ' ' I ' ' I ' ' I ' ' I ' ~ ~ ' ' I ' LOT JOJ \ ;,sos sr : I ' ' I ' ' I ' ' I ' ~ LOT J04 7,861 SF I I I I I I I I I I I I f POC 'F'-PER FI-IASE I FLANS ~CYCLED UIATER METER I.D. 6A6E DR ® HATCI-I LINE SEE SI-IEET 14 METER LOCATION, METER ELEVATION, METER SIZE, STATIC PSI, DATE DATE 5900 PASTEUR COURT SUITE 110 MAX. 6FM FLOW S€J GFM WORST CASE VALVE CIRCUIT, ~51DUAL F51' D38.I e31 GFM FLOW 2€>.~2 F51 CARLSBAD, CA 92008 (760) 692-1924 www.lightfootpg.com SITE DESIGN LANOSCAPE ARCHITECTURE ~ ClTY OF CARLSBAD ISHEETSI ~--------------------r--,--,---i--7 ~ PLANNING DIVISION 44 LANOSCAP£ IMPROV£M£NT PLANS FOR: RANCHO COSTERA PHASE 2 ON-TRACT DESIGNED BY: ~PA __ DATE: 03/20/2015 IRRIGATION PLAN DRAWN BY: AC SCALE: AS INDIC/\TFD ~--------------------1 -1 --,-1 --7 PROJECT MGR.: o. TAvLOR JOB NO.: 1373.04.21 T OF W:JRK: DA IF 2-/ 7. rt;~J-;-,A-T;E ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~r~D~AT;C~~~IN;'ll~IA;:-L-ir_~DI-DA;TC:---. JFIN,-Niii:1-IIA~L~ ---,-:-:--bl/:----"';-t:cl:':;f-------R:;---_ ;--L.A-;-_ ,--2;,,;9;;,,61,-----I-E-N-GI-N E-ER-OF_W __ O--RK-REVISIO\j lJlSCRIPTIOI\ O I HER APPROVAL CITY APPROVAL ~A=:==:cPP,:::;:R~O,=;;:VE~J=,=1~=-=r=-C::r=-=~=l=IA:===~=.-z,=z,.=lc.e=il P _I\NNl~G OWN BY: CHKlJ av: ~1/WD BY: AC JC JATE ::iROJEC I NO. DRAWING NO. CT 13-0.5 480 31:/ - I t:j I I I I ' I I I I ,, " I I I I I /; Ii ' // I Ji I { ' '! I \ '. \ • HEET CROSS REFERENCES IRRIGATION SHT. 1a SHEET KEY i---<r1 I I \ \ • V a ' ' -', _/ ' , I _/ ! ;x ' --------1;...:;.,,.,.,:...l-r-,-------------~ -" , , , /, -1,·_--:~ _;;-_-----~' ll~~ l -\_ ... ~~--·1 '.·. __ · \ PROPOSED 20' WIDE STORM DRAIN EASEMENT '",'"', IMPROVEMENTS FER PHASE I Fl-ANS ', DUK:i 48e>-3l-; l I I I I t I •I (I ' I I ;' I' : I I j t- J ::i--:1, I \ I i I \ ril f, I r· I / ' I -J I df;--c-·-·«-· I \..--1 I IMPROVEMENTS FER PHASE I FLANS DIJX:i. 48e>-3L \ • -r;.'r'\ ,-£ V SU6JECT TO FUTU,cE CONSERVATION EASEMENT PROPOSED HMF 6OUNDARY <TYF.! LOT 344 ~ OPFN SPACE 1,/ 71. 026 SF ', -~----,., -,,,_,_ -,_ ------------------~-------···· / ,//' ' I • I I i . fL(1T 199 • • I I I ) • 5900 PASTEUR COURT SUITE 110 ----------------------------------- I I--;--__ I ~--'· _J_ =t 0 t- -<{ r l~IGATION EQUIPMENT LEC:JEND VAL ves, CONTFeOLS, c MISC. EQUIFMENT DETAIL S'r'M. MANIJFAC. TUl'<f:R / MODEL # D!:SC.RIFTION I~ REC.YC.J.l:D i'IIATE!O. METE!< !O.fFE!O. TO C.IVII-Pl-ANS SEE METE!O. SC.HEDUI-E 5HT. E> If-@] POT ABI-E l"IA 7'EiO. METE!O. iO.EFER TO C.IVIL Pl-ANS SEE METE!O. SC.HEDUI-E SHT. 6 P.0.C.. l!0.!0.I5ATION POINT OF C.ONNEC.TION SYSTEM C.ONNEC.TION DOViN ST!O.EAM OF METE!O. <0 5RISViOLD 2000 SERIES NaAAMLLY Gl.OSEJ:> -INSTALL IN STANDARD A/35 MASTER VAi-VE l<EGTAN<51.1.AA VALVE BOX -BAAND LID MV' B/95 ~ RAINBIRD FSISOP FVC FLOl'I SENSOR -5121: PER MFR. Sl'E(;IFICATIONS INSTALL IN q• RCIIND VALVE BOX -llRAIID LID 'FS' D/95 ~ MATC.O NOIO.c.A 155 SE!O.IES FW. PORT BAA56 6ALL VALVE INSTALL IN q• RCIIND VALVE BOX -BRAND 'IRR :1IIIT OFF' F/95 • NEI-SON "1E>45 i"I/ AC.ME TH!O.EAD VALVE BOX -BAAND LID 'GC,V' E/95 ® KIN<!, BIO.OS. BTU SERIES 6,0,l.L VALVE -LINE SIZE ~TALL IN CIIIGl!LAR VALVE BOX· SRAND llV' RAIN BIRD XC.Z-PRB-C.OM SE!O.IES AUTOMATIC REMOTE CONTROi-DRIP VAi-VE REMOTE CONTROL DRIP VALVE VilTH SIZE PER PLAN S> ai.Jlc.K C.HEC.K BASKET FIL 7'ER 4 INSTALi-VilTH I-OC.KA61-E VALVE 60X C./St, P!O.ESSU!O.E REOOLATOI< BRAND I-ID VilTH "Rc.V" AND VAi-VE • AAINBIIW FDE>OITURF, FD40ITUl<F DECODER AT MANIFOLD s AAINBIIW PE5B-f'R5-D se.:IES .:EMOTE REMOTE CONTROL VALVE, CHRISTY'S ID 5/95 CONT!'!.OL VAL VE ~ITH -RE6ULATOR TA5, LOCKABLE BOX MOOULE AND RAINBIRD 2 Vill<E DECODER Bl<AND LID VilTI-1 "Rc.V" AND VAi-VE • ~ RAIN6IRD ESP-LXD SERIES CONTROLLER MJLTIPLE STATION AUTOMATED '2-~ll<E' TYPE i"I/ RSD-C.Ex RAIN SENSOR CONTROLLER -PER PHA5E I PLANS FOR REFERENCE ONLY ® IRl<ll!,ATION SLEEVE MAl<KER INSTAl-1-q" ROUND VALVE BOX AND 6AAND LID VilTH "ll<l<-5LV" C./95 • DURA 512 SERIES FVC INLINE SPRIN& CHECK VALVE e,19q [§ 2' RECYCLED fO!Aa IRRl6ATION c.:ose CONNEGTION i'IATEI< ~NCIES STANDAADS DJ"l,M-04 TEST STATION l'6i ewe, 5TJ.NDAA!l5 PER PHASE I BACKBONE PLANS E/5'1 ~ AATTS ms SERIES Vi!TM 904 STAINLESS FER AA TEI< A6ENCIES ST AND ARDS DJ"l,~-OS STEELSCl<EEN FER PHASE I BACK!lON!: PLANS §] i'IA TT5 #600 SERIES l<ECYCLED l'IA TER INSTALL IN JJMBO VALVE BOX E/9'1 CHECK VALVE PER l'IATEI< ~NCIE5 STANDARDS DJ"l,.~-09 PER PHASE I 6ACKSONE PLANS SPRAY HEADS RAD. 5PM -AT BO PSI DESC.RIFTION qo 1eo 210960ADJ ROOT l'IATERIN5 1.0 aJ66LER SYSTEM 19.5' _q2 1.85 -9.1 2.5 POP-UP SPRA .65 1.9 -2.6 1.15 POP-UP 5PiO.A .9'1 _1q -I.5b 1.0 POP-UP 5PiO.A .21> 52 -1.05 .15 POP-UP 5PiO.A .41 .25 POP-UP SPRA I. -POP 1,1> MINI l<OTOR 9.0 -PO!' LI' MINI l<OTOR FIXED RISfR 5PAA SU65U!ii!FACE DRIF LINE DETAIL SYM. DESC.RIFTION ~~1TI1'1 RAINBIRD XFS SUB-WRFAC.E DRIPPEl<LINE XF5-P-O'l-I2 (o,q 5PH VilTH 12" EMITTER 1:J!-,·;_;Sf!I! SPAc.lN5). LINES TO 6E 12" O.C.. INSTALL PER r,-1ANUFAC.TURER'S RECOMMENDATIONS • ·•• ,.... INSTALL DRIP LINE THROLl5HOUT PLANTER Al<EA 9 C.LR. OF PAVIN<!, ED5E5. f:•i' '.ijl PROVIDE CL_ 200 PVC. HEADER LINES AND C.ONNEC.T TO DRIP LINE. POLY LINE ~ ,iliiJ SHALL NOT 6E USED FOR SUPPLY PIPll>J6. IN-LINE DRIP EMITTER 5HAI-L NOT EXCOEED 200 L.F, Vi!THOUT C.ONNEC.TION TO PVC. EXHAUST OR SUPPLY HEADER. KEY NOTES ~ END OF IRI0.I1!,ATION VALVE CIRCUIT. 0 0 0 IRRl5ATION MAINLINE COONTINUES PER PHASE I BACKBONE HOA PLANS -REFER TO DVi5. 480-9L. I1<1<I5ATION MAINLINE TO 6E INSTALU:D ~ITll!N HOA MAINTAINED PARKViAY ENCROACHMENT. F'EliMIT s.lAI-L SE REalJl!O.ED FOR ALL HOA MAINTAOO:D APPURTENANCES IN PUBLIC. R.Oj'j_ CONNECT NEVi 5" PVC. MAINLINE TO PHASE I 6Ac.KBONE IR!0.I5ATION MAIN REFER TO Dv-15 480-:lL 0 401 B0' 120 1 CARLSBAD, CA 92008 (760) 692-1924 www.lightfootpg.com SITE DESIGN LANDSCAPE ARCI-IITECTURE fsHITTl CITY OF CARLSBAD pREETs1 1------------------------+---+-------1-------1----i ~ PLANNING DIVISION ~ ~=:'.':::=============='---'==~ LANOSCAP£ !MPROV£M£NT PLANS FOR,· I I Call: TOLL FREE 1-800 227-2600 lWO WORKING DAYS BEFORE YOU DIG I I APPROVED FOR IRRIGATION AND PLANTING ONLY, 1-NCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" ----------- TITLE ______ _ DATE PLANNING DESIGNED BY: PA DATE: 03/20/2015 DRAWN BY: ~AC~---SCALE: AS INDICATED PROJECT MGR.· J. TAYLO~ JOB NO.: 1373.04.21 !----------------------; LANDSCAP[ A REVIEWED BY: INSPECTOR DATE OTHE:-i: API--ROVAL CITY Af-'PROVAL RANCHO COSTERA PHASE 2 ON-TRACT !RR/GA TION PLAN APPROVED PLANNI\JG DWN BY: ~A=C __ CHKC Bv: _JT __ _ RVWD BY• ::iROJf::CT NO. CT 13-03 DATE DRAWII\G NO. 480-3V I 9 lor ao 1 / 4,080 SF f I ! I -., "-..,~/ \:;::, r ' I ' ' ' I' I' 7T !OJ / 'I , I : LOT 104\ {, 4,490 SF I r: 1,145 SF ill z I ' ' I ' ' I ' J/, II 'I I I I I I I I I I I I I I HEET CROSS REFERENCES IRRIGATION SHT. 13 LOI 149 4,692 SF 26) 11b PLANTING SHT. 23 MArcµ ,_ / V -·- LINE SEE sµEET 10 .• / / ' ,r-·. / y --- 0 40' I I Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG MATC!-1 LINE SEE sµEET 10 120' I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUILT" TITLE REVIEWED BY: INSPECTOR I DATE DATE , \ - ------------- f~IGATION EGUIFHENT LEGEND VALVES, CONTROLS, 4 MISC. EQUIFMENT /_,. ,,,✓ DETAIL 5YM. MANUFACTURER/ MODEL # DESCRIPTION ~-------------------~// I~ RECYCLED Jl'IA TER METER SEE METER SCHEDULE 5HT. b REFER TO CIVIL FLANS Ff.O.C. 'O' ;I ./",., I I I I ---1 -~- fl~· I Jr-=I A/S5 6/S5 D/S5 F/S5 E/S5 C/3b C/S5 If-@] P.O.C. • ® • POT ABLE l'IA TER METER SEE METER SCHEDULE SHT. e, IRRIGATION FOINT OF CONNECTION 6Rl5JIIIOLD 2000 SERIES MASTER VALVE RAINBIRD FSl50P MATCO NORCA 155 SERIES NELSON 01b45 I'll ACME THREAD KING BROS. BTU SERIES RAIN BIRD XCZ-PRB-C,OM SERIES REMOTE CONTROL i:>RIP VALVE l"IITH QUICK CHECK BASKET FILTER I PRESSURE RE51.1LA TOR RAINBIRD FObOITURF, FD40ITURF DECODER AT MANIFC,U, REFER TO CIVIL PLANS SVSTEM CONNECTION DOl'IN STREAM OF METER NOAAMLLY GlOSED • ltl:>TALL IN 5TAIIDARD mTANOOLAR V/>l.VE BOX· BAAND LID W PIC FLOVI SENSOR· SIZE PER MFR. 5F'ECIFICATIOH5 INSTALL IN q• ROOND V/>l.VE BOX -BAAND LID 'F5" RILL PORT BRASS 6ALL V />l. VE INSTALL IN q• ROOND V/>l.VE BOX -BRAND 'IRR SHUT OFF V/>l.VE BOX -BRAND LID 'GGV' BALL VALVE· LINE SIZE INSTALL IN CIRCULAR V/>l.VE BOX· flRAND '6V' AUTOMATIC REMOTE CONTROL DRIP VAL VE SIZE PER PLAN INSTALL l'IITH LOCKABLE VALVE BOX BRAND LID l"IITH "RCV' AND VALVE O RAINBIRD f'E56-PR5-D SERIES REMOTE REMOTE CONTROL VALVE, CHRISTY~ ID CONTROL VALVE l"IITH PRE55URE REGULATOR TAI&, LOCKABLE BOX MODULE AND AAINBIRI:> 2 I/IIIRE DECODER BRAND LID l'IITH 'RC,V" AND VALVE o RAINBIRD ESP-LXD SERIES CONTROLLER MULTIPLE STATION AUTOMATED '2· VIIRE' Tl'PE I'll RSD-CEx RAIN SENSOR CONTROLLER -PER PHASE I PLANS FOR REFERENC-E ONLY IRRIGATION SLEEVE MAl<KER DUAA 512 SERIES INSTALL q• ROUND VALVE BOX AND BRAND LID l"IITH "IRR-SLV" PVC INLINE SPRINS CHfCK VALVE 2' mYCLED I'(,\~ IRRl5ATION c~ WNNECTION l"IATER AGENCIES STANDARDS Dl'l5.l"IR-04 TEST STATION PER Off1 STANDARDS PER PHASE I BAGKBoNE PLANS l"IATTS 1TIS SERIES l"IITH 304 STAINLESS PER l"IATER A&ENCIES STANDARDS Dl"l5.l"IR·05 STEEL SCREEN PER PHASE I BACKBONE PLANS l"IA TTS IIE>OO SERIES RECYCLED l"IA TER CHECK VALVE INSTALL IN JUMBO VALVE BOX PER l"IATER MENCIE5 STANDARDS D1'15.l"IR-03 PER PHASE I BACKBONE PLANS SPRINKLER I-IEADS DETAIL SYMBOLS MANUFACTURER / MODEL # SPRAY HEADS RAD. ~M -AT 30 PSI DESCRIPTION qo l80 21 DJ RAltelRD Rl'IS SERIES Rl"IS-6-G-I404, A/S1 0 Rl"IS-50C,K Rl"IS·&RA TE.P RAINBIRD I800-SAM-I5 SERIES 1'1/ F, 6,C/S1 -1 0 (!) 0 • H, T, G, VAN-PCS NOZZLES AS NOTED RAINBIRD ll';OO-SAM·IO SER ES I'll F 6,C,/S1 liil El [!] □ ■ H, T, G, VAN-PCS NOZZLIE5 AS NOTED qo 11';0 21 560 ADJ ROOT l"IA TERIN<S 1.0 ElllBBLER SYSTEM 15.5' _q2 1.1';5 -9.1 2.5 POP-UP SPRA 10' .65 1.3 :2.6 1.15 POP-IIP SPRA I .!a, 1.0 POP-UP SPRA I I I t;-q- 1 / I 6,C/S1 V 'I' 'o' V ¥ :t'\!11'%~~t-'tf'tzfLg~~S~I;, 6' .26 .52 -POP-UP SPRA / ~' 1 I t----+-t-+--+---+--+=RA-1~NB=1=RD~1eoo=--s~A-M--5~SER=1E=s~l'l/=F~, -+---+---+~t-+-+---+--------i / 1 ',. i B,C/S1 ~ e 0 O • H, T, G, VAN-PCS NOZZI.ES AS HOTEi:' 4' .IO ·20 • I ],/->--,t·f 1ft t---+--+-t-+-t--1-ccRA-l~NB""IRD-~1';~12_-S_A_M~-R-15~S=ER-IES~l'I/-F=,+--+---+--+--+--+-t-----1 } 6,C/S1 @ @ €) H, T, G, ROTARY NOZZLES AS NOTED 15' .40 .l';O • 1 ;·! I RAINBIRD I!!I2-SAM-Rl1 SERIES I'll F, I I e,c1S1 @ @ (D H, T, G, ROTARY NOZZLIE5 AS NOTED 20· -15 1.50. 3.0. !./ / I 5/S1 Iii.] RAltelRD I!!I2-SAM CST 19' 1.21 • <S/S1 RAltelRD lf,I2·5AM EST 15.5' 1.50 • ROTOR HEADS ./ / ,/ . t----+-t-+--+---+--+-------~----+-RA_D-<. ~6=PM+'-_. i-'A,T"r4=0,.P=5~1 t------1 , ,/ D/=./31 l2;j ~~~-~':;~~-geii~M@40 PSI) 26' 2.0 SLOPE ROTOR ! I /,/ r,;;;i HUNTER 1-20 ROTOR SERIES 94' / ,,,/ ~ D/=./31 l:'.:::I No.I-20-00-/-I2-R-9.0 (~M@40 PSI) / I /' t--=-=1+---+-=-+-+-t-+-HU-N_TER_l_-20~RO-T_O_R_SER __ IE5----+--2"-,-+--+-t-+-+---+-S-L_OP_E_RO_T_O_R__, I/ ,,../ _ t-D-~_~+--+cl2§==t-+-+-+eeNo".lea-2.,o,...-oo~-,_/·_,,l2"'·"'R·_.9"5R,_"'&"~-'@-40~P=S~I t-,-+t-+2--1-+---+--+-r5_H~OR_T~R_A_D~IUS__, D/=./31 ~ HUNTER 1-20 ROTOR SERIES 94' 40 SLOPE ROTOR FIXED RISER SPAA SLOPE ROTOR 'I I ' No.1-20-00-l-12-R-4.0 (6PM@40 PSI) · HUNTER 1·20 ROTOR SERIES ,'''/ I l) I--D~,E-/S-1+--+--+-+-+-+'aNoS,'.IS,-2,a,0...,·00=·-'/-,.,12"=·"'R·=l';-0-=""(6PM==@=40~P5-l)t-31';_'-+--+-t-+-l';-·O+--+-S-L-OPE--R-OT_O_R__, """ t,tJNTER P6J ROTOR SERIES D/=./31 "'1' No.F'i&J-00/-I2-R 6F'M@40 PSI 15' IO SLOPE ROTOR I I D/=./31 @) :ii,:N~-~7./;:'JOR 56i~~-40 PSI) 2:2' 2.0 SLOPE ROTOR i tr i:>,E/Si @ HUNTER P6J ROTOR 5ERIES 30' 40 SLOPE ROTOR i\/1 ./// ~ ~'1:°6Eo~X 41.L~:=.Norf'."6J.00;1~ ~~~~~oN No. • :~!:Ms • ~P~ .. H;b'ro~~Po~~ 4 PROGRAM 2= SHRUB 6= 6" POP-UF' HEIGHT l~!::::jl214i.~~~~i~~~~-5i=J5L!O!PiE~~Jl!2'.= jl2!'!' Pi0tPi·U:PiHiEll6iH:T~ I 1-< VALVE SIZE 4• DRIP 6• BUBBLEFI. '· .1 //-✓··///// i \ /I - I I 'f I I L~~AOPE 20 6PM 5= 6I0-Sl"IALE R= FIXED RISER ROTOR H, .,,..oz NE A 2 'l'IEL.O' VALVE STA. T= TEMPORARY D= 5U65URFACE DRIP TYPE 2450 H'l"DMZONE AREA c~~ icci~ATION F= FIXED RISER SPRAY = ~~ ~ 6= ON-GRADE SYSTEM FIFINGI 4 SLEEVING DTL. 5YM. DESCRIPTION I/S1 RECYCLED l'IA TER PURPLE 'ALERT-LINE' SIZE 9" UNLESS NOTED PVC SCH 40 MAINLINE F'IPIN6 -1-1/2" 01< SMAI.LER ' -GI.ASS 515 MAINLINE PIPIN6 -2" 01< LAR6Ell1. MAINLINE ALIGNMENT 15 DIA6RAMATIG. IRRl<'i>ATION MAINLINE TO BE INSTAI.LED l"IITHIN HOA MAINTAINED PARKl'IAY ENCROACHMENT. PERMIT SHAl.1. BE REQUIRED FOR ALL HOA MAINTAINED APPEARANGE5 IN PUBLIC R.0.1"1. SUPPi. Y LINE 9" AND LAR<'i>ER SHALL RECEIVE I I /', I -I---/ s/ · .i] ___ -s----1 I •J ~ I • 1151 CONC,RETE THli!IJST PROTECTION. REFER TO F/S1. • -MAINLINE LAYOUT PER RANC-HO GASTERA PHASE I HOA BACKBONE LANDSCAPE PLANS. REFER TO CITY Di'IS. 480·3L RECYGLED l"IATER PURPLE 'AI.ERT-LINE' I----I PVG CLASS 200 NON-PRESSURE LATERAL 1.INE PIPING -SIZE AS NOTED I / I "· I I;,,-..,...µ ,-,J ' I '\ I _I, RECYCLED l'IATER PURPLE 'ALEf<T-LINE' SLEEVING J/51 """ ,_ PER SPECIFICATIONS AND DETAILS J/b2 NOT SHOl"IN SLEEVE SIZE 2 TIMES PIPE DIAMETER OF IRFl.I6ATION LINE OR CONDUIT Tl"IO-l"IIRE GABLE • 'MAXl·CAfll.E' TYPE I4-2UF DBL. JACKETED CONDUCTOR GABLE l"IIRE GONNECTORS TO BE Dll·SERIES "6REASE PACK" TYPE CONNECTOR 104.83 TC 7?j@°FG I II '11·, I I I i i ~ 11! , II I i < :::., :-- I I "· I I I I / ; I I INSTALL '2·1"1IRE' MAXI-GABLE RUN TO EAc;H VALVE MANIFOLD AND SENSOR MANIFOLD ALL 'fflO-l"IIRE' MAXI-CABLE AND IRRIGATION C,ONl:'UGTOR5 SHALL 6E JOINT TRENCHED i"ITTH MAINLINE. INSTALL 2 l"IIRE CABLE IN DB-I20 GONl:'UIT AT ALL SLEEVED CR05SIN65 51<.0UNDIN6/SUR6E PROTECTION REQUIRED@ CONTROLLER. LSP-ITURF LINE SUR!&E PLACED EVERY 500' IF DISTANC-E llETl"IEEN MANIFOLD DEGODERS EXCEEDS 450' SU SURFACE DRIP THE ?-" ~t?JJ1i0J lil!IIUP PLANNING 5900 PASTEUR COURT SUITE 110 CARLSBAD, CA 91008 (7601 692-1914 www.lighttootpg.com SITE DESIGN LANDSCAPE ARCHITECTURE DESIGNED BY: ~P~A __ _ DATE: 03/20/2015 DRAWN BY: AC SCALE: AS INDICATFD PROJECT MGR.· J. TAYLO~ JOB NO.: 1373.04.21 F WDKK: DETAIL 5YM. DESCRIPTION F"'j: ..•• ·•:"7· ·• ••. ••. RAINBIRD XFS SUB-SURFACE DRIPPERLINE XFS-P-Qq-12 (o,q 6PH l"IITH 12" EMITTER I "l' SPA.CINI&). LINES TO BE 12" o.c. INSTALL 1"ER MANUFACTUFI.Eto.~ RECOMMENDATIONS INSTALL DRIP LINE THROU!&HOIJ'r PLAN'¥ER AREA 9" CLR. OF PAVIN6 ED<SES. : • PROVIDE CL. 200 PVC HEADEI< LINES AND CONNECT TO DRIP LINE. POLY LINE I.... :::I SHALi. NOT BE. USED FOFI. SUPPi. Y PIPIN6. IN-LINE DRIP EMITTER SHALL NOT EXCEED 200 I..F. l'IITHOUT CONNECTION TO PVG EXHAUST OR SUPPLY HEADER. KEY NOTES ~ END OF IRFl.I6ATION VALVE GIRCUIT. 0 G 0 IRRIGATION MAINLINE CONTINUES PER PHASE I 6Ac;K60NE HOA PLANS· REFER TO Dl'l6. 4e0-9L. IRFl.I6ATION MAINLINE TO BE INSTALLED l'IITHIN HOA MAINTAINED PARKl"IAY ENCROACHMENT. PERMIT SHALi. BE REQUIRED FOR ALL HOA MAINTAINED APPURTENANCES IN PUBLIG R.O.>'i. CONNECT NEl"I 5" PVC MAINLINE TO PHASE I BACKBONE IRRIGATION MAIN REFER TO Dl"l6 480-5L 1------------------+-----+----+----+----I I Sll1[3[l I CITY OF' CARLS BAD ~4 PLANNING DIVISION ~ ~=:'....'=:=========:....'::::===: l.ANOSCAP£ IMPROV£M£NT Pl.ANS FOR: RfVISIOI\ D[SCRIPTIO\I OTHE, APPROVAL CITY APPRDV/\L RANCHO COSTERA PHASE 2 ON-TRACT /RR/GA T/ON PLAN APPROVED PLAf-NING DWN BY: _A~C __ CHKC BY: ~JT~-- RVWD BY: PROJECT NO. CT 13-0j DRAWING NO. 480-3M w z _J I u 1- -<[ r ('() 1-w w I ~ w w ~ w z _J =t 0 1- -<[ r I I I I MATCl-l ' ---o HEET CROSS REFERENCES LINE SEE 51-!EET 10 PROPERTY LINE (TYF.! -.--, \ / ' I \1~----/20 ------- IRRIGATION SHT. 14 PLANTING SHT. 24 ------------------·----------·--------.-- R 0 40' I I Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG MATCl-l B0' I LOT 243 5,299 SF APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUILT" ------~ -------- TITLE REVIEWED BY: INSPECTOR DATE DATE THE ...., LIGHTFOOT PlANrulNG GROUP PLANNING 5900 PASTEUR COURT SUITE 110 CARLSBAD, CA 92008 (760) 692-1924 www.lightfootpg.c:om SITE DESIGN LANDSCAPE ARCHITECTURE DESIGNED BY: ~P~A __ _ DATE: 03/20/2015 DRAWN BY: AC SCALE: AS INDIC/ITED PROJECT MGR.: J. TAYLOR JOB NO.: 1373.04.21 CAT[: ?-1 ,.L.A.: 2961 IMPROVEMENTS FER Fi-lA5E I FLAN5 (TYF.! IMFROVEMENT5 FER FI-IA5E I FLAN5, DUK:, 48ei-3L <TYF.! IRRIGATION EQUIPMENT LEGEND DETAIL A~5 B~ D~5 F~5 E/S5 C./':36 VALVE&, CONTROL&, 4 MISC. EQUIPMENT SYM. I~ I~ P.O.C,. <0 ~ ..... • ® s ® • MANUF AC, TLIRER / MODEL # DE5C,RIPTION REC.YC.LEJ:, l'IA TER METER REFER TO CIVIL Pl.ANS 5EE METER SC.I-IEDULE SI-IT. 6 POT ABLE l'IA TER METER REFER TO CIVIL PLANS SEE METER SCHEDULE SI-IT. 6 IRRIISATION POINT OF C,ONNEC.TION S'l'STEM C.ONNEC.TION DOY'IN STREAM OF METER ~SJAIOLD 2000 SERIES N<lAAMLLY Wl:ED -INSTALL IN STAN!lAAI> MASTER VALVE RECTAll6ULAR Yi'J.VE BOX -6AAN!l LID MY' RAINBIRD FSl50P F>lr, FLO~ 5f;N;Ol1. -SIZE l'fR MFR ~IFICATIO!IS EALL IN q• RCUND Yi'J.VE BOX -6RANll LID 'FS' MATC.O NORCA 158 SERIES ~ PORT BAASS 6ALL Yi'J.VE INSTALL IN q• F!QJN!l Yi'J.VE BOX -6AAND 'IRR 5111T OFF' NELSON #1645 YV Ac.ME THREAD Yi'J.VE BOX -ElAAND LID 'Gt:,V' KINS BROS. BTU SERIES BALL VALVE -LINE SIZE INSTALL IN CIRCULAR Yi'J.VE BOX -SIWID BY' RAIN BIRD XC.Z-PRE-C.OM SERIE5 AUTOMATIC. REMOTE C.ONTROL DRIP VALVE REMOTE C.ONTROL DRIP VAL VE l"IITH SIZE PER PLAN GIJIC.K C.HEC.K BASKET FILTER I INSTALL l"IITH LOC.KABJ-E VALVE BOX PRESSURE RE6ULATOR BRAND LID l"IITH "Rc.V AND VALVE# RAINBll<D FD60ITURF, FD40ITURF DEc.ODER AT MANIFOLD RAIN6Ii<D PE56-f'RS-D SERIES REMOTE REMOTE CONTROL VALVE, C.HRl5TY'S ID WNTROL VALVE l'IITH PRE5SiJRE RE<,IJLATOR TAIS, LOCKABLE BOX MODULE AND RAINBIRD 2 l'IIRE DEf,ODER BRAND LID l"IITH "Rc.V' AND VAL VE # RAINBIRD ESP-LXD SERIES CONTROLLER MULTIPLE STATION AUTOMATED '2-l'IIRE' TYFE I'll RS!>-GEx RAIN SENSOR CONTROLLER -FER PHASE I PLANS FOR REFERENc.E ONLY IRRl6ATION SLEEVE MARKER DURA 512 SERIES INSTALL q" ROUND VALVE BOX AND Bl<AND LID l"IITH 'IRR-SLV" PVC. INLINE SPRIN6 c.HEC.K VALVE 2' '1fCYCLED r.ATER IRRl6ATION -C0Nllf(,TION 1'1,1,TER A6ENc.lES STANDARDS Dl"IE,.l'IR-04 TEST STATION FER C-STANPAAI>S FER PHASE I BACKBONE PLANS AATTS T11f> SERIES l"IITH 304 STAINLESS FER MTER A6ENc.lES STANDARDS DMYIR-OB S1'1:EL SC.REEN !'ER PHASE I BACKBONE PLANS AATTS 111,00 SERIES REC(CLED MTER INSTALL IN JUMBO VALVE BOX C.HEc.K VALVE PER l"IATER A6ENCIES STANDARDS Dl"l6YIR-OB FER PHASE I BACKBONE PLANS &F!o:INKLER I-IEAD& DETAIL SYMBOLS MANUF AC, TLIRER / MODEL # RAD. SPRAY HEADS DE¾RIPTION 6PM -AT ':JO PSI qo Ie,o 21 J RAINBIRD RIAIS SERIES Rl'IIS-ll-C.-I404, qo Ieo 210B60 ADJ ROOT l"IATERINIS ~1 0 Ri'IS-SOc.K ~1'!:-P 10 llUll6LER SYSTEM 6,C.~1 " e (!) 0 • lill<BI.U, laoo-sAM-15 SE!i1ES l't/ F, H, T, GI, VAN-PC.S NOZZLES AS ~ IS5' _q2 1.85 - El,C.~i 'iT 'il7 w 'v ... AAINBI.U, lllOO-SAM-I2 SERIES F, H, T, GI, VAN-PCS NOZZLES AS NOl"El) 10' .65 I.B - B,C.~i liii B [!f □ ■ AA NBIRD lllOO-SAM-I0 SER F H, T, GI, VAN-PC.S NOZZLES AS NOTED e· _':)q _;q -1.581.0 B,C.~i V \jl '¥ V ¥ AAINBIRD lllOO-SAM-e SERIES 1"1/ F H, T, GI, VAN-PC.S NOZZLES AS NOrEP b' .2b .52 -1.0 .15 6,C.~1 ., e 0 0 • AAINBIRI? I800-SAM-5 SERIES 1"1/ F, H, T, GI, VAN-PCS NOZZLES AS NOTED 4' .10 .20 -.41 25 El.C.~i ® @ @ AAINBIRD I8I2•SAM-RIB SERIES l't/ F, H, T, GI, ROTARY NOZZLES AS NOTED 15' .40 .eo -lh El,C.~i @) @ CD AAINBIRD lel2-5AM-Rl1 SERIES I'll F, H, T, GI, ROT ARY NOZZLES AS NO"l'E:D 20' .15 I.SO-B.O - IS~i AAINBIRD I8I2-SAM C.ST 19' 1.21 -I R 5/Si AAINBIRD tel2-SAM EST 15.5' I.SO-FIXEl Rl:fR SPRA RAD. ROTOR HEADS 5PM -AT 40 PSI D,E/51 ml HUNTER 1-20 ROTOR 51,RIES No.1-20-00-/-I2-R-2.0 (6PM@40 PSI) 26' 2.0 SLOPE ROTOR D,E/51 ~ HUNTER 1-20 ROTOR SER~ No.1-20-00-/-I2-R-5.0 6PMe40 PSI) B4' 2.q SLOPE ROTOR D,E~i HUNTER 1-20 ROTOR SERIES 22' 2.1 SLOPE ROTOR No.1-20-00-/-I2-R-SSR i>PM@40 PSI SHORT RADIUS D,E~1 HUNTER 1-20 ROTOR SER ES B4' 40 SLOPE ROTOR No.1-20-00-/-I2-R-4.0 (6PM@40 PSI) D,E/Si HUNTER 1-20 ROTOR SERIES Be' e.o SLOPE ROTOR No.1-20-00-1-I2-R-e.o (6FM@40 PSI) D,E~1 @]) HUNTER P6J ROTOR SERIES 15' 1.0 SLOPE ROTOR No.PISJ-00 -I2-R 6P"1@40 PSI D,E/51 ® HUNTER PISJ ROTOR SERIES 22' 2.0 SLOPE ROTOR No.P6J-00/-I2-R (5PM@40 PSI) D,E/51 @I HUNTER PISJ ROTOR SERIES No.PISJ-00/-I2-R 5f'Mo40 PSIJ BO' 4.0 SLOPE ROTOR VALVE KEY4 BODY HEl6HT , PR06RAMS • BODY HEIISHT OR TYE!; WELO DATA VALVE STATION NO. I= TURF 4= 4" POP-UP HEIISHT 2= SHRUB 6= 6" POP-UP HEIISHT I PR06RAM .24. 5= SLOPE 12= 12' POP-I.IP HEl6HT I c-< VALVE SIZE 4= DRIP B= BUBBLER ~'to~ .20 5PM 5= BIO-Sl"IALE R= FIXED RISER ROTOR 2 'l"IELO' VALVE STA. T• TEMPORARY D= SUBSURFACE DRIP 2450 HYDROZONE AREA C.55 IRR.I6ATION F= FIXED RISER SPRAY DTL. 1~1 1~1 J/S1 6= FIFING 4 SLEEVING 5YM. DE5e,RIPTION REC.YC.LED l'IATER PURPLE 'ALERT-LINE' SIZE 5" UNLESS NOTED PVC. SCH 40 MAINLINE PIPINIS -1-1/2" OR SMALLER -• -C.LA5S ':315 MAINLINE PIPIN6 -2" OR LAR6ER ON-6RADE SYSTEM MAINLINE ALl6NMENT 15 DIAISRAMATIC.. IRRIGATION MAINLINE TO BE INSTALLED l'IITHIN HOA MAINTAINED PARKl'IAY ENCROACHMENT. PERMIT SHALL BE REQUIRED FOR ALL HOA MAINTAINED APPEARANCES IN PUBLIC. R.0.1"1. SUPPLY LINE ':J" AND LARISER SHALL RECEIVE C.ONCRETE THRUST PROTECTION. REFER TO F~1. • -MAINLINE LAYOUT PER RANCHO C.ASTERA PHASE I HOA ElACKBONE LANDSC.APE PLANS. REFER TO CITY Dl"l6. 4fl0-3L REC.YC.LED l'IATER PURPLE 'ALERT-LINE' >----,PVC.CLASS 2'lO NOl,I.PRESSUIIE LATEl<AL LINE PIPIN6 -SIZE AS NOTED RECYC.LED l"IATEli. PURPLE 'AL!:RT-LINE' SLEEVINIS """ """' PER SPEC.IFIC.ATIONS AND DETAILS J/&2 SLEEVE SIZE 2 TIMES PIPE DIAMETER OF IRRIGATION LINE OR CONDUIT Tl"IO-l"IIRE C.ABLE -'MAXI-CABLE' TYPE I4-2UF DBL. JACKETED C.ONDUC.TOR CABLE l"IIRE C.ONNECTORS TO BE DB-SERIE5 "&REASE PAC.K" TYPE C.ONNEC.TOR NOT INSTALL '2-l"IIRE' MAXI-C.ABLE RUN TO EACH VALVE MANIFOLD AND SENSOR MANIFOLD SHOl"IN ALL "l'l"IO-l"IIRE' MAXI-CABLE AND IRRIISATION CONDUCTORS SHALL BE JOINT 17RENCHED l"IITH MAINLINE. INSTALL 2 l"IIRE C.ABLE IN DB-I20 C.ONDUIT AT ALL SLEEVED C.ROSSINISS 6ROUNDIN5/SUR6E PROTECTION REQUIRED® CONTROLLER. LSP-ITURF LINE SUR6E PLACED EVERY 500' IF DISTANCE BETl"IEEN MANIFOLD DEC.OD!:RS EXCEEDS 450' INE ~'.''mll'" RAIN6IRD XFS SUB·SURFAc.E DRIPPERLINE XFS-P-oq-I2 (o,q 6PH l"IITH 12" EMITTER , 5PAC.IN6). LINSS TO BE 12" O.C.. INSTALL PER MANUFACTURER'S RECOMMENDATIONS .. · INSTALL DRIP LINE THROU6HOUT PLAN'l'ER AREA 9" CLR OF PAVIN6 ED6ES } •· PROVIDE C.L. 200 PVC. HEADER LINES AND CONNEC.T TO DRIP LINE. POLY LINE C :b.1 SHALL NOT BE USED FOR SUPPL y PIPIN6. IN-LINE DRIP EMITTER SHALL NOT EXCEED 200 L.F. l"IITMOIJT CONNECTION TO PVC. EXHAUST OR SUPPi. Y HEADER. KEY NOTE& ~ END OF IRRl6ATION VALVE CIRCUIT. 0 0 0 IRRIISATION MAINLINE CONTINUES FER PHASE I SAC.KBONE HOA PLANS -REFER TO Dl"IIS. 4ll0-SL. IRRIISATION MAINLINE TO BE INSTALLED l"IITHIN HOA MAINTAINED PARKl"IAY ENC.ROAc.HMENT. PERMIT SHALL BE REGIUIRED FOR ALL HOA MAINTAINED APPIJRTENANC.ES IN PUBLIC R.0.1"1. CONNECT NEl"I ':J" PVC. MAINLINE TO PHASE I BAC.KBONE IRRl6ATION MAIN REFER TO Dl"l6 4f>0-9L i5HITT1 CITY OF CARLSBAD pREEfSl >------------------------+---+-----+-----+---< L.2.'.1:_j PLANNING DIVISION L_=12_j ~==-============='-===: DATE GATE I\Jl 11/\L DAI::: INITIAL ENGINEER OF WO,K REVISION DESCRIPTION OTH0 R APPROVAL CITi APPkOVAL LANDSCAPE IMPROVEMENT PLANS FOR: RANCHO COSTERA PHASE 2 ON-TRACT /RR/GA TION PLAN APPROVED tc: 4"~£-11-,,,lf' ;.-t-2-1<., P...ANI\ING )ATE OWN BY: AC P~O..,[CT NO. DRAWING ~o. CHKO BY: JI RVWD BY: CT 13-03 480-3M \ 7 a 7 a a 7 ~----'J6···· PROPOSED I-IMF 60UNDARY (TYFJ CON~OLLER 'J' CONTROLLER 'E' KEET CROSS REFERENCES IRRIGATION SHT. 15 l5MEE.T. KEY ···············,·,,,., ... , si4eet:11;1·!+t-/'=· ~ .... LOI 715 4,386 SF 0 40' r I Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG B0' 120' I I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA ------------ FOC 'K'-FER PMASE 1 FLANS DOMESTIC WATER METER ID. METER LOCATION, METER ELEVATION, METER SIZE, STATIC FSh MAX Gof'M FLOW, 3 GoFM LA FAZ CT STA le>+le>.31•WATER MAIN 1I+3~.41•CUL-DE-SAC I:¾>.& 2' PROVIDE ISOLATION VALVE AND STU6 FOR FUTURE USE FOC 'L'-FER Ft-IA.SE 1 FLANS RECYCLED WATER METER ID. METER LOCATION, METER ELEVATION, METER SIZE, STATIC FSh MAX GoFM FLOW, ~ GFM WORST GASE VALVE CIRCUIT, RESIDUAL PSI, 5900 PASTEUR COURT SUITE 710 LAFAZG~ STA. le>+le>.3I•WATER MAIN ll<bS.4b•CUL-DE-SAG l3b.& 2' E~22 •3e> GoA1 FLOW S2e> FSI I ' , \ \ \ LOI 104\ 4,490 SF / S>- ' I I I • I r1 /~ / I I t-w w =t tl) w w (j) w z _J =t u t- -<( r ('() t-w w =t (j) w w (j) w z _J =t u t- -<( r l~IC:ATION EQUIP! IENT LEGEND VALVES, CONTROLS, 4 MISC_ EQUIFl"IENT DETAIL SYM. MANL.IFAC TURER / MODEL # DESCRIPTION If-@ RECYCLED l'IATER METER ~R TO CIVIL PLANS SEE METER SCHEDULE SHT. 6 I~ POT A6LE l'iA TER METER REFER TO CIVIL PLANS 5EE METER SCHEDULE SHT, 6 F.O.G. [!i.!i.l<SATION POINT OF CONNECTION SYSTEM CONNECTION DOV'IN STl<EAM OF METE!< A/55 0 61<ISV'IOLD :2000 SERIES NQRAMLLr CL09ED -INSTALL IN STANDARD MASTEi< VALYE '1!;1;TAN61.1.AA VALVE eox -BRAND LID !ti' 6/55 ~ RAIN6IRD F5150P p.J<, FLOV1 5EH50R -SIZE PER MFR. 51'ECIFICATION5 INSTALL IN q• ROUND VALVE eox -BRAND LID 'FS" D/55 ... MATC,O NORC,A 155 SERIES Rll PORT BRASS BALL VALVE ~TALL IN q• RCI.W VALVE eox -BRAND 'IF!R 911\1T OFF' F/55 • NELSON #7645 I'll ACME THl<EAD VALVE eox -BRAND LID 'Gt,V' E/55 ® KINo> 6R05. 6TU SEl<IES 6ALL VALVE -LINE SIZE IH&TALL IN Cl~ VALVf eox -BRAND '6V' RAIN 611'1.D XCZ-Pl<l:l-C,OM .£relES AUTOMATIC REMOTE CONTROL DRIP VALVE F<el-lOTE C,ONTl<OL Dl<IF V YE V'IITH SIZE FER FLAN s GUICK CHECK 6ASKET FIL TEI< 4 INSTALL V'IITH LOC.KA6LE VALVE 60X C,/56 F'RE:!;SLll<E RE6ULATOI< 61'1.AND LID V'IITH "RCV" AND VALVE# AAIN'Sll<D FOOOITUl<F, FD40I'f1Jl<F DEGODER AT MANIFOLD s RAIN'Sll<D FE56-FR5-D SEl'<IES REMOTE REMOTE CONTROL VALVE, CHRISTY'S ID 6/55 COMTl'.OL VAL VE V'IITH FRES5IJRE RE1>ULATOR TA6, LOGKA6LE OOX MODULE AND RAIN'Sll<D 2 [tjl~ DEC.ODER 61iiAND LID V'IITH "RC,V" AND VALVE O ~ AAIN'6IF1.D ESP-LXD SEl<IES CONTROLLER MULTIPLE STATION AUTOMATED '2-l'IIRE' rrFE I'll l<SD-CEx RAIN SENSOR CONTROLLER -FER PHASE I PLANS FOi< REFERENCE ONL '!' ® IAAl1>ATION SLEEVE MARl<.B< INSTALL q• ROUND VALVE OOX AND !llV,ND LID l'IITH "IF<F<-SLV" C,/55 • DUAA5I25ERIES PVC INLINE SPRIN& C,HE,:;I( VAL VE C,~ If§] 2' RECrGI.ECl IAA151 IRl<!6ATklN c~ CONMECTIOM l'IATEI< Al>EMCIES STAMDAADS DV'li>.~-04 l:ST STAT~ F!ER GMIOli'l STAN!lARrlS l'!ll2. FHASE I 6AC[<;60NE PLANS E/3q 5:) l'IATTS ms SEl<IES l'IITH 304 STAINLESS FEl< l'IATER Ai>EN,:;IES STANDARDS DV'li>.~-ce SlEEL SC.REEN FE!< PHASE I ElACl<SONE PLANS §] l'IA TT5 #1>00 SERIES RECl'CLED l'IATEI< IMl>TALL IN JIJM60 VALVE BOX E/S'I CHECK VALVE FE!< l'IATER Al>ENCIES STANDARDS DV'li>.~-09 FER FHASE I 6ACKElONE PLANS SPRINKLER !-!EADS DETAIL S'!'MOOLS MANUFACTURER/ MODEL# RAD. SPRAY HEADS DESCRIPTION 6PM -AT 30 PSI qo Ieo , J AAIN61F1.D RV'l5 SERIES l<V'IS-6-C-1404, qo 10 ADJ ROOT l'IATEl<IN<S A/51 0 RV'IS-SOC.K 1'1.1'16-i>l<A TE-F 1.0 E!UBBLER srsTEM 6,C,/51 ~ e (') 0 • AAIN6IF1.D 1800-SAM-I5 SEl<IES I'll F, H, T, Gl, VAN-P(;S NOZZLES AS NOTED 19.5' _q2 1.es -9.1 ,5 FOP-UP SPRA 6,C,/51 ~ 'V '<7 'v ,. RAIN611<D =-sAM-12 SER ~ F, H, T, Gl, VAN-Fc.5 NOZZLES AS NOTED 10' .1,5 1.9 -2.6 1.15 POP-UP 5FRA 6,C,/51 liil El o □ ■ !<A N61F1.D 1800-S O 5EI< H, T, a, VAN-PCS NOZZLES AS NOi'Ei:i I?/ .9q .1q -I.Sb 1.0 POP-UP SFRA 6,C,/51 V 'V '!,' V ¥ l<AIN6JIW l~-e SEliilES~~ H, T, GI, V~S NOZZL.eS AS 6' ,26 52 -1.0 .15 FOP-UP 5FRA 6,C./51 ~ e 0 0 • liiAIN6IF1.D leOG-SAM-5 SERIES W F, H, T, a, VAN-l'CS NOZZLES AS NOTED 4' .10 20 -.41 .25 FOP-UP SPRA 6,C,/51 ® @ @ RAIM61RD 1612-SAM-Rlol SEl<IES W F, 15' ,40 .llO -I .I, POP 11P MINI ROTOR H, T, Gl, ROTAlii'!' NOZZLES AS NOTED 6,C./51 @ © © AAIM61F1.D I81:2-SAM-1<I1 SEl<IES I'll F, H, T, a, ROT Alii'!' NOZZLES AS NOTED 20' .15 1.50-90 -POP UP MINI ROTOR 6/51 .;:] RAIN61F1.D I6I:2-SAM CST 19' 1.21 - 6/51 AAIN61F1.D I8I2-SAM EST 155' 1.50-FIXED RISER 5FRA RAD. ROTOR HEADS 6PM -AT 40 PSI D,E/51 l2;l HUNTE!< 1-20 ROTOR SERIES No.l-:20-00-/-I2-R-2,0 (6FM@40 PSI) 26' 2.0 SLOPE ROTOR D,E/51 ~ HUNTElii 1-20 ROTOI< SEl<IES No.1-:20-00-/-I2-1<-5,0 (6Fel@40 PSI) 94' 2,q SLOPE ROTOR D,E/51 @!I HUNTEI< 1-20 ROTOR SEl<IES 22' 2.1 SLOPE ROTOI< No.l-:20-00-/-I:2-R-351< 6FM®40 PSI SHOl<T l<ADIUS D,E/51 ~ HI.INTElii 1-20 ROTOR SE!< ES 94' 40 SLOPE ROTOR No.1-:20-00-/-I2-lii-4.0 (l>f'M@40 PSI) D,E/51 HlMER 1-:20 liiOTOli SEl<IES 92,' 8.0 SLOPE ROTOR No.l-:W-00-/-I2•1<-!I.O (-40 PSI) D,E/51 @) HJNTElii P6J ROTOI< SEl<IES 15' 1.0 SLOPE ROTOR No.F6J-OO -12-1< 40 PSI D,E/51 @ HJN'l'EI< P6J ROTOR SEl<IES 22' 2.0 SLOPE ROTOR No,F6J-00/-12-I< (6FM@40 PSI) D,E/51 @ HUNTER Pi,J ROTOR SERIES SO' 4.0 SLOPE ROTOR No.P<SJ-00 -I2-R 6FM@40 PSI VALVE KEY~ OODY HEl<SHT • FROORAMS • 60D'!' HEl§!:!I QR TYE~ WELO DATA VALVE STATION NO, I= TURF 4= 4" FOP-UP HEl6HT I FR06AAM :2= 5HRU6 6= 6" POP-UP HEl<SHT 24. S= SLOPE 12= 12" FOP-UP HEI6HT ,~ VALVE SIZE 4= DRIP 6= 6U66LER .lo~ 20 6PM 5= 6I0-SV'IALE R= FIXED RISER ROTOR A :2 'IAIELO' VALVE.STA. T= TEMFOAAR'!' D= SU~RFACE DRIP 2450 H'!'DROZONE AREA e,55 ll<Rl6ATION F= FIXED RISER SPRAY <S= ON-<Sl<ADE SYSTEM FIFING 4 SLEEVING DTL. SYM. DESCRIPTION 1/51 1/51 REC.YC.LEc:> l'IATER PUl<PLE 'ALERT-LINE' SIZE 5" UNLESS NOTED PVC SCH 40 MAINLINE FIFINo> -1-1/2" OF< SMALLER -• -CLASS 515 MAINLINE PIPINo> -:2' OF< LAl«SEI< MAINLINE ALl6NMENT IS DIAISRAMATIC.. IRRl6ATION MAINLINE TO 6E INSTALLED V'IITHIN HOA MAINTAINED FARKl'IAY ENCROACHMENT. PERMIT SHALL 6E REGlUIRED FOi< ALL HOA MAINTAINED APFEAAANC,ES IN PUBLIC RO.Vi. SUFFL '!' LINE 5" AND LAR<SER SHALL RECEIVE CONCRETE THRUST PROTECTION. REFER TO F/51. , ..., MAINLINE LAYOUT FER RANCHO CASTERA PHASE I HOA 6ACKOONE LANDSCAPE FLANS. REFER TO CIT'!' Dv-16. 41l0-:IL RECYCLED V'IATER PUl<FLE 'ALERT-LINE' 1---I PVC CLASS 200 NON-PRESSURE LATERAL LINE FIFIN6 -SIZE AS NOTED RECYCLED l'IATER PURPLE 'ALERT-LINE' SLEEVIN6 J/51 "'™" mom FER SPECIFICATIONS AND DETAILS J/62 SLEEYE SIZE :2 TIMES PIPE DIAMETER OF IRRl6ATION LINE OR CONDUIT TV'IO-V'IIRE CA6LE -'MAXI-CA6LE' TYPE I4-::IUF D6L. JACKETED CONDUCTOR C.A6LE V'IIRE C.ONNEC.TOl<S TO 6E D6-SERIES "6REASE FACK" T'!'FE CONNECTOR NOT INSTALL ':2-V'IIRE' MAXI-CA6LE RUN TO EACH VALVE MANIFOLD AND SENSOR MANIFOLD SHOV'IN ALL 'MO-J>lll<E' MAXl-<:.AE!LE AND ll<Rl6ATION COND\JC,T0"'-5 SHALL 6E JOINT TREN(;HED l'IITH MAINLINE. INSTALL 2 V'IIRE CA6LE IN D6°I20 CONDUIT AT ALL SLEEVED C.ROSSINi,S 6ROUNDINo,/5Ul<6E PROTECTION REGIJIRED@ CONTROLLER. LSP-ITURF LINE 5U1<6E PLACED EVER'!' 500' IF DISTANCE 6ETV'IEEN MANIFOLD DE(;ODERS EXCEEDS 450' 5U6SU~ACE DRIF LINE DETAIL SYM. DESCRIPTION I , ] SFACIN6). LINES TO 6E 1:2' O.C.. INSTALL PEii. MANUFACTURERS RECOMMENDATIONS r,:·.· •. t·.·•.·· .. · ... 7 ... • ... · ... ·· ... · RAIN611<D XFS 5U6-5Ul<FACE DRIPFEl<LINE XFS-F-oq-12 (o,q 6FH l'IITH 1:2" EMITTER F/56 INSTALL DRIP LINE THROUl>HOUT PLANTER AREA 5" C.LR. OF FAVIN<S ED1>ES. 6/56 1.•.• .. ••••· I PROVIDE CL. :200 PVC HEADER LINES AND CONNECT TO DRIP LINE. POL'!' LINE H/56 1...... ::.J SHALL NOT 6E USED FOi< S!JFPL Y FIFIN6, IN-LINE Dl<IF EMITTER SHALL NOT EXCEED :200 LF. V'IITHOUT CONNECTION TO PVC, EXHAUST OR SUPPL'!' HEADER. KEY NOTES ~ END OF I1<1<I6ATION VALVE CIRC,UIT. 0 0 0 l!i.Rl<SATIOlol MAINLINE CONTINUES FER PHASE I '6AC.K6c:>NE HOA PLANS -F<EFEI< TO DV'li>, 480-5L, ll<l<l<SATION MAINLINE TO 6E INSTALLED V'IITHIN HOA MAINTAINED PARKV'IA'!' ENC.l<OAC.HMENT, FEl<MIT SHALL 6E REGUlliiED FOR ALL HOA MAINTAINED AFFIJl<TENANCES IN FU6LIC, R.O.V'I. CONNECT NEV'! 5" PVC MAINLINE TO PHASE I 6AC.KBONE IRRli,ATION MAIN REFER TO Dv-16 41l0-5L CARLSBAD, CA 92008 (76□) 692-1924 www.lightfuotpg.com ~ CITY OF CARLSBAD >-------------------------+----+---+----+----, ~ PLANNING DIVISION f-------------------------+---+---+---+----l [sRITf51 ~ PLANNING SITE DESIGN LANDSCAPE ARCHITECTURE "AS BUILT" DESIGNED BY: PA DATE: 03/20/20' 5 DRAWN BY: AC SCALE: AS INDICAffD PROJECT MGR.: J. TAYLOR JOB NO.: 1373.04.21 LANOSCAP£ IMPROV£M£NT PLANS FOR: RANCHO COSTERA PHASE 2 ON-TRACT IRRIGATION PLAN TITLE _______ _ DATE APPROV[D ,~ l:r-~l--o1r 1,. ,,z, ,z,.,"" T OF WORK: REVIEWED BY: PLAN!\JING DArE INSPECTOR DATE R.L,A.: 2961 JATE?,/7-DATE ENGINEER OF WORK REVISION C'JFSCRIPTION OW, BY• AC PROJECT NO. DRAWING NO. DATE INITIAL DAE INII-IAL CHKD l:lY: JT 480-3M CT 13-03 orHER APPROVAL Cl ry APPROVAL RVWJ 3Y: ----, ,. El222 I' ---W m- I v2 " OT 134 4652 sr El242 I' 24 ::12!:>2 I' 4 :r;;~ --/ \ ' t - ,-__ J~-,, - ---·~-·"---. \·-·----· I I ' ' t!) - f- UJ UJ =r <J) l.Ll LU <J) LU z ---1 · .. HEET CROSS REFERENCES IRRIGATION SHT. 16 SI--IEET KEY: 51-11:ET lb r-11 ------J/' I ------i LOT 148 4. 160 SF ' ' I I ; ! ! ~~1 I ' ,c;:,; '-\ •. ----' Lor ;~-:;-----~ / /; ; / 4,522 SF I LOT 157 ~ !!OA 4,506 sr ' ' I ' ' I ' ' ·1 / I ,, ' / I / I , ' I I ll El2G2 lv'l I 37; ll ; El2~2 ! 1! i Sf I r / / _,,/- I El2S2 i I' ' s I 112 I El3'1:IS IV,' 2G f12 E13l.2 Jv'l• 2S LIMIT OF IMPROVEMENT PER ECR WIDENING PLANS DWG 477-bL g I Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU 01G I J LOT 340 ~ MUL TIF/JMIL Y ,//, ,// 2Bo,so1 sr // 120' I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA / "AS BUILT" TITLE _____ _ REVIEWED BY! INSPECTOR M.ATCI--I DATE DATE SIDEWALK <TYP.!-~ REFER TO EL CAMINO REAL PLAN SET 0477-bL FOR IMPROVEMENT 5900 PASTEUR COURT SUITE 110 CARLSBAD, CA 92008 (760) 692" 1924 www.lightfaotpg.com SITE DESIGN LANDSCAPE ARCHITECTlJRE DESIGNED BY: ~P~A __ _ DATE: 03/20/2015 DRAWN BY: Ac SCALE: AS l~CICATEC PROJECT MGR.: J. TAYLOR JOB NO.: 1373.04.21 UI--WORK: 0111E 'Z-11-l R.L.A.: 2961 . ' I . I , 1 · I . I ·, I I 1/ -- I I I I t-w w "I <J) w w <J) w z _J IRRIGATION EQUIFl·IENT LEGEND VALVES, CONTROLS, 4 MISC. EQUIPMENT DETAIL SYM. MANUFACTURER/ MODEL# DESCRIPTION if-@) REGYGLED l'IATER METER REFER TO GIVIL PLANS 5EE METER 5"HEDULE SHT. E, I~ POTABLE l'IA TER ME"l'ER REFER TO GIVIL PLANS SEE METER 5"HEDULE SHT. t, P.O.C. IRRl<:,ATION POINT OF GONNEGTION SYSTEM WNNEGTION DOVSN STREAM OF METER <0 5RISVSDLD 2000 SERIES NOAAMLLY GL05ED -INSTALL IN STAflDARD A/95 MASTER VALVE !ij:GTAN6ul.AR VALVE BOX-6RAN!7 LID 1-/1/' B/B5 ~ RAINBIRD FSl50P PK, Fl.ON SENSDR -Sill: m MFR SPEGIFIGATION5 INSTALL IN q• RCWD VALVE BOX -lll<AND LID 'FS" D/B5 ~ MATGO NOR.c;A 156 SERIES RILL PORT ElRA55 BALL VAL VE INSTALL IN q• ROIIND VALVE BOX -BRAND 'IRR SHIT OFF' F/35 • NELSON 011>45 v,/ AGME THREAD VALVE BOX -BRAND LID 'OCV' E/B5 ® KIN<:, BROS. BTU SERIES BALL VALVE -LINE SIZE INSTALL IN GIF<CIILAA VALVE BOX -eRAIID '6V' RAIN BIRD xc;z-PRB-WM SERIES AIJTOMATIG REMOTE GONTROL DRIP VAL VE REMOTE GONTl<OL DRIP VALVE VSITH SIZE PER PLAN s GIJIGK GlolEGK BASKET FILTER < INSTALL VSITH LOGKABLE VALVE BOX (;/Bf, PRESSURERE5ULATOR BRAND LID VSITH "Rc;V' AND VALVE# RAIN6I1<1) FD601TURF, FD40ITURF DECODER AT MANIFOLD s RAINBIRD PE56-PRS-D SERIES REMOTE REMOTE GONTROL VALVE, GHRISTY'5 ID IS>/B5 WNTIROL VALVE V'IITH PRESSURE REISULATOR TA5, LOGKABLE BOX MODULE AND RAINBll<I) 2 V'IIRE DEWDER BRAND LID VSITH "Rc;V" AND VALVE # ~ RAINBIRD ESP-LXD SERIES GONTROUER MULTIPLE STATION AUTOMATED '2-V'IIRE' TYPE VS/ RSD-C.Ex RAIN SENSOR CONTROLLER -PER PHASE I PLANS FOR REFER.ENGE ONLY @ IRRl5ATION SLEEVE MARKER INST ALL q" ROUND VAL VE BOX AND BRAND LID VSITH 'IRR-SLV" G/B5 • DURA 512 SERIES PYG INLINE SPRIN5 CHECK VALVE (;/S'I IT§ 2' REGYGLED i'l'<TER IRRl5ATION GROSS wtff'CTION l'IATER A5ENCIES STANilARDS DV'l6.VSR-04 TEST STATION PER G~ STANDAl'105 PER PHASE I BACKElONE PLANS E/Bq 5:1 l'IA TT5 1715 SERIES V'IITH :l04 STAINLESS PER l'IATER A6ENCIES STANilARDS DV'l6.V'IR-09 STEEL SCREEN PER PHASE I BACKBONE PLANS ~ l'tATT5 •bOO SERIES REGYCLED l'IATER INSTALL IN JUMBO VALVE BOX EfBq CHEC,K VAL \/E PER l'IATER A6ENCIES STANDARDS Dl'l5l'IR-05 PER PHASE I BACKBONE PLANS SPRINKLER I-IEADS DETAIL SYMBOLS MANUFACTURER/ MODEL# RAD. SPRAY HEADS DESCRIPTION 5PM -AT 50 PSI qo 160 1 DJ RAINBIRD RVS5 SERIES RVSS•B-G-I404, qo 180 210960ADJ ROOT l'IA TERIN5 A/91 0 l<.'6-SOGK Ri'6-SRA TE·P 1.0 !ll/66LER SYSTEM B,G/B1 ~ e <!) 0 • RAINBIRD I800-SAM-I5 SERIES v,/ F, H, T, Gl, VAN-PGS NOZZLES AS NOTED 15.5' _q2 1.85 B,G/Bi '¥ w w 'v • RAINBIRD I800-SAM-I2 SERIES v,/ F, H, T, Gl, VAN-PGS NOZZLES AS NOTED 10' .65 1.5 - B,G/Bi liil B [l] □ ■ RAI IRD I800-SAM-IO SERE F, H, T, a. VAN-PGS NOZZLES AS NOTED 8' .sq _7q -1.58 1.0 B,(;/Bi V \jl "' V ¥ RAINBIRD Ieoo-SAM-8 SERIES % H, T, Gl, VAN-PGS NOZZLES AS NO h' .26 .52 1.0 .15 B,(;/Bi .. e 0 0 • RAINBIRD I800-SAM-5 SERIES VI/ F, H, T, Gl, VAN-PGS NOZZLES AS NOTED 4' .10 .20 -.41 25 B,G/Bi ® @ @ RAINBIRD I8I2-SAM-Rl9 SERIES v,/ F, H, T, Gl, ROTARY NOZZLES AS NOTED 15' .40 .eo -l.b B,(;/Bi @) @ © RAINBll<I) l!,I2-SAM-11.11 SERIES VI/ F, H, T, Gl, ROTARY NOZZLES AS NOTED 20' .15 I.SO-5.0 - <:,/Bi lii.:I RAINBIRD I8I2-SAM GST 15' 1.21 - 5/Bi [SJ RAINBIRD I8I2-SAM EST 15.5' I.SO-FIXED RISER 5f'RA RAD. ROTOR HEADS 5PM -AT 40 PSI D,E/Bi ~ HUNTER 1·20 ROTOR SERIES No.1-20-00-/-I2-R-2.0 (5PM@40 PSI) 26' 2.0 SLOPE ROTOR D,E/B1 ~ HUNTER 1-20 ROTOR SERIES No.l-20-00-/-I2-R-9.0 (5PM@40 PSI) 54' 2,q SLOPE ROTOR D,E/Bi ~ HUNTER 1-20 ROTOR SERIES 22' 2.1 SLOPE ROTOR No.l-20-00-/-I2-R·SSR 6PM<140 PSI SHORT RADIUS D,E/Bi 1231 HUNTER 1-20 ROTOR SERIES No.1·20-00·/·I2·R·4.0 (<:,PM@40 PSI 94' 4.0 SLOPE ROTOR D,E/Si HUNTER 1·20 ROTOR SERIES 98' 8.0 SLOPE ROTOR No.1-20-00-/-12-R-e.o (<:,1'M@40 PSI) @)) HUNTER Pc;,J ROTOR SERIES 15' 1.0 SLOPE ROTOR D,E/B1 No.P<:,J-00/-I2-R SPM@ D,E/Bi @) ~TER PIS>J ROTOR SERIES 22' 2.0 SLOPE ROTOR No.P<:,J-00/-I2-R (SPM@40 PSI) D,E/Bi @ !OlTER PEiJ ROTOR SERIES 90' 4.0 SLOPE ROTOR No.P6J-OO -I2-R 5PM@40 PSI VALVE KEY4 BODY HEl<:,HT ; PR05RAMS ; BODY HEl§jjT Q8 TYPE 4" POP-UP HEl5HT WELO DATA VALVE STATION NO. I= TURF 4= 2= SHRUB E>= E," POP-UP HEl5HT 4 PR05RAM 5= SLOPE 12= 12" POP-UP HEl5HT VALVE SIZE 4= DRIP B= BUBBLER \l$f~~~ 5PM 5= BIO-Sl'IALE R= FIXED RISER ROTOR 'VSELO' VALVE STA. T= TEMPORARY D= SUBSURFAGE DRIP 2450 HYDROZONE AREA c;ss IRRl5ATION F= FIXED RISER SPRAY DTL. I/Bi I/Bi J/Bi 5= ON-5RADE SYSTEM FIFING 4 SLEEVING 5Yl'-1. DESCRIPTION REGYGLED l'IATER FURPLE 'ALERT-LINE' SIZE 5" UNLESS NOTED PVG 5"H 40 MAINLINE PIPIN5 -1-1/2" OR SMALLER ' -CLASS 515 MAINLINE PIPIN<:, -2" OR LAR5ER MAINLINE ALl5NMENT IS DIA5RAMATI<:;. IRRl6ATION MAINLINE TO BE INSTALLED VSITHIN HOA MAINTAINED PARKl'IAY !:Nc;ROAGHMENT. PERMIT SHALL eE REQUIRED FOR ALL HOA MAINTAINED APPEAl<ANC-ES IN PUBLIG R.O.VS. SUPPLY LINE 5" AND LAR5ER SHALL REGEIVE GONCRETE THRUST PROTEGTION. REFER TO F/Bi. , .,_ MAINLINE LAYOUT PER RANGHO GASTER.A PHASE I HOA BAGKBONE LANDSGAPE PLANS. REFER TO GITY DVS<:,. 4!>0·5L """ """ NOT SHOVSN FI.Ec;Y<:;LED l'IATER FURPLE 'ALERT-LINE' PVG GLASS 200 NON-PRE55URE LATERAL LINE PIPIN5 -SIZE AS NOTED RECYGLEr::> l'IATER PURPLE 'ALERT-LINE' SLEEVIN5 PER SPEGIFIGATIONS AND DETAILS J/1>2 SLEEVE SIZE 2 TIMES PIPE DIAMETER OF IRRl5ATION LINE OR GONDUIT TVSD·VSIRE GABLE -'MAXI-CABLE' TYPE I4-2UF DBL. JAGKETED WNDUGTOR GABLE VSIRE GONNEGTORS TO BE DB-SERIES "<:,REASE PAGK" TYPE GONNEGTOR INSTALL '2-VSIRE' MAXI-GABLE RUN TO EAGH VALVE MANIFOLD AND SENSOR MANIFOLD ALL 'TYlO-V'IIRE' MAXI-CABLE ANil IRRl5ATION GONDUGTOR5 SHALL BE JOINT TRENGHED i'IITH MAINLINE. INSTALL 2 i'IIRE GABLE IN DB-I20 GONDUIT AT ALL SLEEVED CR055IN55 5ROUNr::>IN5/SUR5E PROTEGTION REQUIRED @ GONTROLLER. LSP·ITURF LINE SUR5E PLAGED EVERY 500' IF DISTANc;E eETl'IEEN MANIFOLD DEWDER5 EXCEEDS 450' 5U!i!FACE DETAIL SYl'-1. DESCRIPTION ~ill1m'I RAINBIR!> XF5 SUB-SIJRFAGE DRIPPERLINE XFS-P-oq-I2 (o,q 5PH VSITH 12" EMITTER lg} ii/iii I ~~t6fRI~I~ ~~~Ll~~L;.;-1<1:Ts•~t~F~;;'~~ ~iE~MMENDATION •·•·• '•<f PROVIDE CL. 200 PVG HEADER LINES AND GONNEGT TO DRIP LINE. POLY LINE LL tRI SHALL NOT BE USED FOR SUPPL y PIPIN5. IN-LINE DRIP EMITTER SHALL NOT Exc;EED 200 L.F. VSITHOUT WNNEGTION TO PVG EXHAUST OR SUPPLY HEADER. KEY NOTES ~ END OF IRRI5ATION VALVE GIRWIT. 0 0 0 IRRl6ATION MAINLINE ~ONTINUES PER PHASE I BAGKBONE HOA PLANS -REFER TO DVS<:,. 480·5L. IRRl5ATION MAINLINE TO BE INSTALLED VSITHIN HOA MAINTAINED PARKVSAY ENGROAGHMENT. PERMIT SHALL BE REQUIRED FOR ALL HOA MAINTAINED APPURTENANc;ES IN PUBLIG R.O.VS. GONNEGT NEV, 5' PVG MAINLINE TO PHASE I BAGKBONE IRRl5ATION MAIN REFER TO Dv,<:, 4!>0-5L ~ CJ'l'Y OF CJ\1--cLSBAD pHITTs1 l------------------------+---+------11---------11-----1 l__1_U PLANNING DIVISION ~ ~=~========='-'==~ LANDSCAPE IMPROVEMENT PLANS FOR: RANCHO COSTERA PHASE 2 ON TRACT IRRIGATION PLAN 1-------------------+---+---+---+----1 [-:-:-,:c_ov_F_D~/d__~~\~'1:--~£.\~\ _ __J\~-- DAE OWN BY: ~A=C __ PROJECT NO. DRAWI\JG NO. 01\TE CATE DATE INITIAL F:NGINCTR OF WORK REVISIOI\ DESCRIPTION OTHrn APPROVAL CITY APPROVAL CHKJ BY: ecJT,__ __ RVWD BY: CT 13-03 480-31~ I / / / / / / / / HEET CROSS REFERENCES / '--. LOT 12 10,995 SF ------.. '--. LOT 13 6,586 SF IRRIGATION SHT. 17 PLANTING SHT. 27 LOT ll 5,966 SF .,,,--FROFOSED I-IMF BOUNDARY, TYF. SYMBOL --IMPROVEMENTS FER FI-IASE I FLANS DUJG 460-3L FROFERTY LINE LOT 22 11,188 SF LOT 8 5,000 SF LOI 21 5,971 SF FOC 'I' RECYCLED WATER METER I.D. METER LOCATION, I ' ' ' <TYF) ' LOT I 5,000 sr ' " LOT 23 9,108 SF LOT 6 5,000 SF 4 CONTROLLER '1-1' WIND TRAIL WAY CD &TA. 14•13 !ON EXl&TINu 4' LATERAL! ' ' I ' ' ' I L ' / FOC 'J' DOMESTIC WATER METER I.D. METER LOCATION, METER ELEVATION, 652 METER ELEVATION, METER SIZE, I' METER &IZE, STATIC F&I, se STATIC F&I, MAX C.PM FLOW, &e c.PM tli\~ (;PM FLQW, 2 c.FM 5,000 SF TRAIL 6LAZER WAY 0 &TA. 17•7&.00 148.4 I' se WORST CASE VALVE CIRCUIT, Hl4.I ~44 C.FM FLOW FUTURE FOTA6LE IRRIGATION USE RESIDUAL F5I, 0 40' I 1 Call: TOLL FREE 1-800 227-2600 31£>I F&I 80' 120' I I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING "AS BUILT" TITLE _____ _ DATE REVIEWED BY: INSPECTOR DATE TWO WORKING DAYS BEFORE YOU DIG AREA. l IS.I / \ \ \ 5900 PASTEUR COURT SUITE 110 CARLSBAD, CA 92008 (760) 692-1924 www.lightfootpg.com S!TE DESIGN LANDSCAPE ARCHITECTURE DESIGNED BY: ~PA~--DATE: 03/2C/2015 \ 'f".o.c. 'I' GV F.O.C. 'J' IRRIGATION EQUIA IENT LEGEND DETAIL A/56 6/o5 0/oS F/55 E/oS C,/;lt, GloS CloS E/o~ VALVE5, CONTROL5, 4 Ml5C. EQUIFMENT SYM . If-@, 11-@!] F.O.C. fl) ~ ..... • ® 5 @ • MANUFACTURER/ MODEL~ DESCRIPTION RECYCLED ~TER METER REFER TO CIVIL PLANS SEE METER SCHEDULE SHT. t, POTABLE ~TER METER REFER TO CIVIL PLANS SEE METER SCHEDULE SHT. b IRRl<SATION POINT OF C.ONNEC.TION SYSTEM C.ONNEC.TION OOY'IN STREAM OF METER <SRISl'IOLO 2000 SERIES NOR,\Mll.Y GLOSED -INSTAU. IN STANDARD MASTER VALVE l'ifCTANoULAA VALVE BOX -eRAND LID IN' RAINBIRO FSISOP PVG FLOl'l !iE~ -SIZE Pai MFR. SR:GIFIGATIONS INSTALL IN q• ROUND VALVE BOX-ElAAND LID 'FS" MATC.O NORCA 155 SERIES F\,U.. PORT 6RASS 6ALL VALVE INSTAU. IN q• ROUND VALVE BOX -eRAND 'IRR SHJT OFF' NELSON #1b45 Y'I/ AC.ME THREAD VALVE BOX -BRAND LID 'GGV' KING> BROS. BTU SERIES BALL VALVE -LINE SIZE INSTAU. IN Gl~LAR VALVE BOX -eRAND !;V' RAIN BIRO XCZ-PRE-WM SERIES AUTOMATIC, REMOTE CONTROL DRIP VAL VE REMOTE CONTROL DRIP VALVE Y'IITH SIZE PER PLAN QUICK CHECK BASKET FILTER I IN&TALL Y'IITH LOCKABLE VALVE BOX F'RfSSLIRERE<SULAT~ BRANO LIO Y'IITH "Rc.V" ANO VALVE # RAIN61RO FDbOITUl<F, F040ITURF DEC.ODEI< AT MANIFOLD RAINBll<D PESB-Pl<S-D SEl<IES REMOTE REMOTE CONTROL VALVE, CHRISTY'S 11' WN'IROL VALVE l'IITH F'F<E59JRE REGULATOR TAG, LOCKABLE eox MODULE AND RAINBll<D 2 1'111'!!: DEWDE1'. Blf.ANO LIO Y'IITH "Rc.V" AND VALVE # RAIN6IRD ESP-LXD SEl<IES CONTROLLER MULTIPLE STATION AUTOMATED '2-l'IIRE' TYPE I'll RSO-C.E• RAIN SENSOR C.ONTl<OLLEI< -PER PHASE I PLANS FOR REFE:Rf3,IC,E ONLY ll!P.li,ATION SLEEVE MAAKER DURA 512 SEl<IES IN&TALL ~" ROUND VALVE eox ANO BRANO LIO l'IITH "IRR-SLV" py,;, INLINE SF1'.INI> GHE,;,K VALVE 2' l'ifCYGLED l'IAlB< IRRl6ATION G1'.0SS GONNEGTION l'IATE1'. ASENi;,IES STANDARDS DY'<',,.1'11'.--04 TEST STATION R:1'. GWC1 STANDARDS FEI< PHASE I BACKBONE PLANS l'IATTS 1115 SE1'.IES i'IITH 904 STAINLESS PEI< l'IATE1'. ASENc.lES STANDARDS DY'li>.1'11'.-09 STEEL S(;l'!fEN PE1'. PHASE I BAGK60NE FLANS l'IATTS 0/,00 SEl<IES REC,YC,LED Y'IATE1'. GHEi;,K VALVE INSTALL IN JUMBO VALVE BOX FER l'IATE1'. ASENi;,IES STANDARDS Dl'ISYf<-05 PER PHASE I BAc.K60NE FLANS SPRINKLER l-lEAD5 DETAIL SYMBOLS MANUFACTURER/ MODEL# SPRAY HEADS RAO. GFM -AT 90 PSI DESCRIPTION qo ieo RAlle!RC> -5E:RIES -..e.e,-I404, qo I 21 5 ADJ §5/i'~I:"~~ Alo1 0 ---SOC.K RY'IS-511.A 1'E-P 1.0 6t=,lo1 --e (!) 0 • AAIIIE!IRD li?JOO-SAM-I5 SE:RIE$ 1'1/ F, H, T, GI, VAN-PC.5 NOZZLES AS NOTED 15.5' _q2 1.e5-9.1 2.5 POP-UP SPRA 6t=,lo1 'ii' w 'W v" ... AAl!e RD leGO-SAM-I2 SE:R F H, T, G, VAN-PCS NOZZLES AS NOW 10' .65 1.9 -2.6 1.15 POP-UP SPRA 6t=,lo1 .. B l!J □ ■ AA N6 RD I800-SAM-IO SERIES I'll F H, T, GI, VAN-PCS NOZZLES AS NOW 8' .SCI _,q -POP-UP SPRA 6,Clo1 V \jl '¥ V ¥ AAINBIRD Ieoo-sAM-e SE:RIE:S I'll F H, T, GI, VAN-PC.5 NOZZLES AS NOTED 6' .26 .52 -POP-UP SPRA 6t=,/o1 .. e 0 0 • RAINBIRD Ieoo-SAM-S SERIE:S I'll F, H, T, GI, VAN-PC.S NOZZLES AS NOTED 4' .10 .20 -POP-UP SPRA 6t=,lo1 ® @ © AAINBIRD IeI2-SAM-RIS SERIES I'll F, H, T, GI, ROTARY NOZZLES AS NOTED 15' ,40 .eo POF UP MINI ~OR ei=,1o1 @ @ © AAINBIRD I6l2-SAM-Rl1 SE:RIE:5 1'1/ F, H, T, GI, ROT ARY NOZZLES AS NOTED 20' .15 1.50-9.0 -POF UP MINI ROTOR 5/o1 .:] AAINBIRD I6I2-SAM CST IS' 1.21 -F 5/o1 C8l RAIN6IRD I6I2-SAM EST 15.5' 1.50-FIXED Rl!iER SFRA RAO. ROTOR HEADS GPM -AT 40 PSI 1',E/o1 ~ MUNTER 1-20 ROTOR SERIES No.I-20-00-/-I2-R-2.0 (Gl'Mo40 PSI) 26' 2.0 SLOPE ROTOR 1',E/o1 le! HUNTE1'. 1-20 ROTOI< SERIES No.l-20-00-/-I2-R-9.0 (GPM@40 PSI) 94' 2,q SLOPE ROTOR 1',Elo1 ~ HUNTER 1-20 ROTOI< SERIES 22' 2.1 SLOPE ROTOR No.1-20-00-/-I2-R-SSR GF'M@40 PSI SHORT RADIUS 1',E/51 ~ TER 1-20 ROTOR SE:R 94' 4.0 SLOPE ROT01'. No.l-20-00-/-12-1<-4.0 (GF'M@40 PSI) 1',E/o1 HUNTER 1-20 ROTOI< SE:RIES 98' e.o SLOPE ROTOR No.1-20-00-/-I2-1<-e.o (i,PM@40 PSI) 1',E/91 @) HUNTER PGJ ROTOR SEl<IES No.PGJ-00/-I2-1< 40 PSI 15' 1.0 SLOPE ROTOR 1',E/o1 ® 1-1.JNTER PSJ ROTOR SER ES 22' 2.0 SLOPE ROTOR No.PGJ-00/-I2-l't (SPM@40 PSI) 1',E/o1 @ HUNTEI< P<SJ ROTOR SERIE:5 SO' 4.0 SLOPE ROTOR No.PGJ-00/-I2-R SPMo40 PSI VALVE K.EY4 BODY HEISH'!" • PROGRAMS • 600'!' !,!;ISHT OR TYPE WELO DATA VALVE STATION NO. I• TURF 4• 4" POP-UP HEl<SHT 2• SHRUB t,. 6" POP-UP HEIGHT 4 PROGRAM 24. 9• SLOPE 12• 12" POP-UP HEl5HT Iv. VALVE SIZE 4• r:>RIP 6• 6U66LER •m 20 5PM 5• 610-5~ R• FIXED RISER ROTOR LA 'Y'IELO' VAL VE STA. T• TEMPORARY D• SUBSURFACE: DRIP 2450 HYOROZONE ARE:A C.55 IRRIGATION F• FIXED RISER SPRAY G• ON-SRAOE SYSTEM FIFING 4 5LEEVING DTL. SYM. DESCRIPTION llo1 l/o1 RECYC.LE:D Y'IATER PURPLE 'ALERT-LINE' SIZE S" UNLESS NOTED PVC SCH 40 MAINLINE PIPING -1-1/2' OR SMALLER -' -CLASS 515 MAINLINE PIPING -2" ~ LAR5ER MAINLINE ALl<>NMENT IS DIASRAMATIC. IRRl5ATION MAINLINE TO BE INSTALLED l'IITHIN HOA MAINTAINED PARKAAY ENCROACHMENT. PERMIT SHALL BE REGIUIREO FOR ALL HOA MAINTAINED APPEARANCES IN PUBLIC, R.O.Y'I. SUPPLY LINE 9" AND LARGER SHALL RECEIVE CONCRETE THRUST PROTECTION. REFER TO F/o1. • """ MAINLINE LAYOUT PER RANCHO CASTERA PHASE I HOA BACKBONE LAN1'5CAPE PLANS. RE:FER TO CITY 1'1'11>. 480-SL RECYCLED AATER PURPLE 'ALERT-LINE' ,__ __ , PVC CLASS 200 NON-PRESSl.ll<E LATERAL LINE PIPING -SIZE AS NOTED RECYCLED ~TER PURPLE 'ALERT-LINE' SLEEVIN5 J/51 """ _,, PE:R SPECIFICATIONS Al>/0 r:>ETAILS J/62 NOT SHOY'IN SLEEVE SIZE 2 TIMES PIPE DIAMETER OF IRRIGATION LINE OR CONDUIT TY'IO-Y'IIRE CABLE -1'-!AXI-C.ABLE' TYPE l4-2UF DBL. JACKETED CONDUCTOR CABLE Y'IIRE CONNECTORS TO BE OB-SERIES "GRE:ASE FACK" TYPE CONNECTOR INSTALL '2-Y'lll'!f' MAXI-CABLE RUN TO EAGH VALVE MANIFOLD ANO SENSOR MANIFOLD ALL 'Tl'IO-Y'IIRE' MAXI-CABLE ANO IRRl<SATION CONDUCTORS SHALL BE JOINT TRENCHED l'IITH MAINLINE. INSTALL 2 l'llRE CABLE IN DB-I20 CONDUIT AT ALL SLEEVED CROSSINGS ISROUNOINS/SURGE PROTECTION REGIUIREO@ CONTROLLER. LSP-ITURF LINE SURGE PLACED EVERY SOO' IF DISTANCE 6ETY'IEEN MANIFOLD DECODERS EXC.EE1'5 450' 5U65U!iif=ACE DRIF LINE DETAIL SYM. DESCRIPTION r;i :7 RAINBIRO XFS sue-SURFACE ORIPPERLINE XFS-P-0~-I2 (O.~ GPH Y'IITH 12" EMITTER j~t.·•·.-.• ... •.•.•. I SPACING). LINES TO BE 12' O.C. INSTALL f'E:R MANUFACTURER'S RECOMMENDATIONS ·· ·•••·• INSTALL DRIP LINE Tl<RoUSHOUT PLANTER A'il!:A 9" C.LR. OF PAVING ED1>ES. L.: I PROVIDE CL. 200 PVC HEADER LINES ANO C.ONNEC.T TO DRIP LINE. POLY LINE :::J SHALL 1'IO'r eE U6B? FOR SUPPLY F'IPINS. IN-LINE: DRIP EMITTER SMALL NOT EXCEED 200 L.F. l'IITHOUT C.ONNEC.TION TO PVC EX+-IAUST OR SUPPLY HEAOE:R, KEY NOTE5 ~ ENO OF IR1'.l1>ATION VALVE CIRCUIT. 0 0 0 IRRIGATION MAINLINE CONTINUES PER PHASE I 6AC.K60NE HOA PLANS -REFEI< TO DY'II>. 400-SL. IRRl<SATION MAINLINE TO BE INSTALLED Y'IITHIN HOA MAINTAINED PARK~'!' ENC.ROAC.HMENT. PE:RMIT SHALL BE REGUIRED FOR ALL HOA MAINTAINED APP!JRTENANC.ES IN PUBLIC R.O.Y'I. CONNECT NEY'! S" PVC MAINLINE TO PHASE I BACKBONE IRRl<SATION MAIN REFER TO OY'l<S 4!l0-9L l-------------------+---+---+----+-----tfsHrnl7 CITY o~· CARLSBAD lsH4E4Ersl l_22_j PLANNING DIVISION ::==:'...'.=========='....'.==~I LANDSCAPE IMPROVEMENT PLANS FOR: DRAWN BY: AC SCALE: AS INJICAl[J f--------------------------1----+---+---+---l RANCHO COSTERA PHASE 2 ON-TRACT IRRIGATION PLAN PROJECT MGR.: J. IAvLOR JOB NO.: 1373.04.21 DAT[: '2---(l[{ R.L.A.: 2961 • ---------------------t----+--+-----1---1 1-/\_P_P_R_o_v_E_o __ ._ ... A-_ 1i_,,_(-=+~~-=..,~-~ r~ C::i:-\::-ll~-tt PLANNING DME DATE INITI/\L ENGINEER OF WORK REVISION DESCRIPTION OTH=-~ APPROVAL DATE INITIAL CITv APPROVAL OWN BY: ~A~C __ CHKD BY: ~cT~-- WWD BY: P~:J,.,ECT NO. CT 13-03 DATE DRAWING r-.;o, 4B0-3M / / / / / // / // / // / I / I / )I- / / HEET CROSS REFERENCES IRRIGATION SHT. 08 / / / \ \ \ \ ,, I I / LO! JJ 8,500 SO FT I I / I I / \ \ \ \ \ , / / / , I I I I I I I 1 ~ SUBJECT TO FUTURE I CONSERVATION EASEMENT / / I I I I I PROPOSED IS>' WIDE PUBLIC TRAIL EASEMENT TO Tl-lE CITY I-JOA MAINTAINED IMPROVEMENTS PER Pl-JASE I PLANS DUX. 4W-3L ( /, I 7 I I / / , / \ \ / I / / LOT 29 8,737 SO FT ' LOT 50 9,272 SO FT SUBDIVISION BOUNDARY BIO BASIN PALETTE 'A' I I I 3/ / / / , I / I LOT 28 8,152 SO fT f I I ~/ I ) / / LOT 27 9,364 SO FT PROPERTY LINE /TYP.J I I\ LOI 26 9,439 SO fl LOT 26 9,07.J SO fT LOI 47 8,849 SO Fl LOT 46 8,995 SO FT ◊ LOT 45 10,67.J SO FT E...CnNr.:> l.AW'l"ANP< c.ovli.f2. -il\l!OUi,,1-1,cu • I/ I ' ' !/ / l I ----...1. __ 1~' ----, I ~I I 'I / /: I I I I . '.J CONCRETE 1-lEADER 1-1 IMPROVEMENTS PER Pl-JASE I PLANS DUX.. 4W-3L<TYP) I z ___ _ FUTURE REC. AREA -~-i Pl-lA5E 3 PLANS 'K- ' SEWER EASEMENT ) / / ,"':,''' I I I'? Pl-IA.SE I PLANS D 481Z)-3L/TYP) LOT 158 1,598 SO FT \1M~6VEMENTS ',"" \ \ ·, \,, / / / \ LOT 49 9,448 SO FT \ LOT 48 8,798 SO FT "" / ',"" // / X, ,x/,, . / / / / ',"" ,,, ,," ,, / ~ < / /, ' ' LOT 159 "", 7,JlJ SQ FT ' ' ' LOT !60 "" , 7,814 SO FT , "",, VEl-llCULAR SIGl-lT, ~E <TYP.! LOT 161 7,878 SO FT ' ' ' ' LO! 162 "", ' ' ' ', 1,/10 SO FT "" "" ', ' ' ' ' MATCI-I LINE SEE Sl=IEET 20 THE "" ' ' ' '2 '"" \\ '\ '' \, :/1J \ 1.' ,/,.. I / / '•~Mt, ' ' ' -----::z LO! 18';<.. 5,917 SO FT LIG~fFOOT 5900 PASTEUR COURT SUITE 110 / / LOT 226 5,428 SO FT LOT 228 5,351 so Ii j / / / ,, Lori 5,417 I J PLANT MATERIAL LEGEND TREE5 arr. 1 SPACING SU6JECT TO FUEL MODIFICATION STANDAf<DS 11.1-!ERI= AFFLICA6LE DETAIL 5YM A-6i38 0 A-6i38 0 A-6/:la 0 A-6i38 0 A-6/38 0 A-6i38 0 A-6i38 0 A-6/38 0 A·6i38 0 A-6i38 0 A-6/:la 0 A-6/38 0 A-6i38 0 A-6i3S 0 A-6B6 * 60T ANICAL NAME i VARIETY GlUERCUS AGRIFOLIA AR6UTU5 'MARINA' AOONIS 'JERVIS 6AY AFTER DARK' LAGERSTROEMIA FAURIEI 'TUSCARORA' ERY060TRYA DEFLEXA 6RACHYCHITON FOFULNEll& MAGNOLIA GIRAND I FLORA 'LITTLE G,EM' MAG.NoLIA c.;RANDIFLORA 'ST.MARY' FLAT ANUS RACEMOSA '6LOOD OOOD' QUERCU5 VIRl:,INIANA TAeE6UIA IMFETIG,INOSA LOF005TEMON CONFERT A LIRIODENDRON TULIFIFERA MAClNOLIA 'DD. 6LANCHAf<D' FISTACIA CHINENSIS ULMUS FAFMFOLIA GROUND C.OVER5 DETAIL C-Di 36 C-D/ 36 C-Di 38 C-D/ :la C-D/ :la C-D/ :la Fi38 5YM CJF FCR/ EB RI AH LMF CXF CYF 60T AN I CAL NAME / VARIETY CEANOTHll& 'JULIA FHELF&' R05A x 'NOA5CHNEE' WHITE UNLE&& A& NOTED OTHER RHllS INTEG,RIFOLIA ARCTOSTAFHYLOS UVA-UR51 LANTANA MONTEVIDEN515 CAREX TUMULICOLA CEANOTHU5 'YANKEE FOINT' COHMONNAME COAST LIVE OAK MARINA MADRONE AFTEf<DAi.K PEFFEFi!'11NT Tf<EE TUSCARORA CRAPE MYRTLE 6RONZE LOGUAT 60TTLE TREE LITTLE c.;EM MAGNOLIA ST. MARY MAGNOLIA WESTERN SYCAMORE &OUTHEl<N LIVE OAK FINK Tf<\IMFET TREE 6Rl&eANE eox TULIF TREE 6LANCHAf<D SOUTHERN MAGiNOLIA CHINESE FIST ACHE LACE6ARK ELM COMMON NAME CALIFO!sNIA LILAC FLa!ER CARPET l<O&E LEMONADE ElERR'I' RJ;!FLE TlsAILINc; LANTANA &lil(ELEY &EDGE YANKEE FOINT CALIFOl<NIA LILAC SIZE 14" eox 14" eox 14" eox 2411 60X 14" eox 2411 60X 14" eox 14" eox 14" 60X 14" eox 14" eox 14" eox 24" BOX 14" eox 2411 eox 14" eox SIZE 5 c.;AL. IS' o.c GROJF Mi NOTED S G,AL. I 1' O.C. S c.;AL. / S' O.C I c.;AL. i 3' O.C. I G,AL I 1' O.C. I G,AL i l' O.C. I G,AL. i 4' 0.C QTY ll 41 10 14 46 41 11 18 ll 24 13 &4 l NOT ON FLAN 28 ll QTY 313 119 911 C-Di :la RC RHAMNU5 CALIFORNICA 'MOUND &AN 6RUNO' COFFEEeERRY HYe. S G,AL. / 4' O. . 19& C-D/ 36 C-Di 38 FB8 Fi38 LTc.; LANT ANA G,OLD MOUND AGAFANTHU5 'TINKER6ELL' <,: <,:,: < < < <,: 5ENECIO MANDRALl5CAE > I > I > f ;, I ; I ++++++++++ o ~ o g O g O g O g O ~ 0 LCNICE!CaA JAFa.llCA ooooooooooooo 'I-IALLIANA' 0000000000000 OOLD TRAILll,k; LANTANA DWAl<f VARIC',ATED AClAFANTHU6 eLUE FICKLE I G,AL / l' O.C. 91Z>S I G,AL. /18' O.C S FLAT& FLAT& i 1' 0.C. 3 FLAT& FLATS i I' O.C. 91!l FLATS TURFGRA55 DETAIL &YM I 5FEC FICATION TURF G,RA55 -50D 'LOW WATER' DWAl<F TALL T1'FE FE6CUE 6LEND CONTACT AGoRONOTEC SEED CO. I-Wl-815-35'3€> AGRONOTEC/QUALITY TUFf 'LOW-WATER' FESCUE 6LEND SOD DWARF 'TALL-TYPE' CREEFINc; FE&CUE 6105Y'IALE 4 INFILTRATION 6A51N PALETTE DETAIL 5YM eoT ANICAL NAME i VARIETY COMMON NAME SIZE i &FACING, arr Hi38 NA&ELLA LEFIDA MUHLENeE~IA RIG,IDA 'NASHVILLE' LEYMU5 TRITICOOIDES ACHILLEA MILLEFOLIUM CARl=X FRAEG,RACILIS ARTEMISIA DOIJG,LA&IANA DIANELLA TA&MANICA 'SIL VER STREAK' FOOTHILL NEEDLE (.;RA$& DEER G,RA55 IIJILD RYE 6LUE FLAX LILY YARROW FIELD 5EDc.;E CALIFORNIA MUG,OORT &IL VER &TRl=AK FLAX LIL 4' FOT. I 18' O.C. 1,ll!lS 4' FOT. i 18' O.C. l,E,IS 4' FOT. I ll' O.C. 2 I G,AL. i 3' O.C. 341!) I c.;AL. i 18' O.C. 1,185 I G,AL. I 18' O.C. 1,191!l 4' FOT. / 12' O.C. 3 4' FOT. i 18' O.C. 641!l HELICTOTRICHON 5EMFERVIRl:NS 6LUE OAT C',R,455 4' FOT. / 18' O.C. 981!l LOMANDRA LCNGIFOLIA NY ALLA LM400 I c.;AL. i 16' O.C. 1,4~1!) DIANELLA 'LITTLE 6ECCA' 5E6LERIA CAERULEA eOUTELOUA c.;RACILIS '6LONDE AMl61TION' I c.;AL. / 18' O.C. LITTLE 6ECCA FLAX LILY 4' FOT. i 16' O.C. 981!l 6LUE MOOR C',R,455 4' FOT. ill' O.C. 3 6LONDE AM61TION eLUE (',RAMA 4' FOT. i ll' O.C. l 40' 120' PLANNING CARLSBAD, CA 92008 ::_::, ·--GROUP (760) 692-1924 www.lighttootpg.com ~ CITY OF CARLSBAD ISHFETSI 1-----------------------t-----i----t----,--~ PLANNING DIVISION 44 :===::._::============--=====; I I PLANNING SITE DESIGN LANDSCAPE ARCI-IITECTUAE "AS BUILT' DESIGNED BY: PA ---DATE: 03/20/2015 LANOSCAP[ IMPROV[M[NT PLANS FOR: DRAWN BY: AC SCALE: AS INDICATFD l-----------------------t-------11-----t-----t----i RANCHO COSTERA PHASE 2 ON-TRACT PLANTING PLAN Call: TOLL FREE 1,.800 22'1-2800 lWD WORKING DAYS BEFORE YOU DIG APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDJ,NG PRECISE LOCATION OF PLANTING AREA PROJECT MGR.: J. !AYLOR JOB NO.: 1373.04.21 TITLE _,, DATE 1----------------------1 LA~SSCAP F WORK: REVIEWED BY: JATE INSPECTOR DATE ,.LA 2961 ENGINEE~ OF WORK DATF. INITIAL DATE INITIAL REVISION DESCRIPTIO" OTHF.R APPROVAL Cl rY APPROVAL APPROVED I PLANNING OWN BY: ~A~C __ CHW Bv; ~JT~- RVWO BY: ::iROJECT NO, DRAWII\G NO. CT 1 J 03 480-3M ~ t- ill w -=r u) w w u) w z _J -=r u t- <[ r -----'--------...1.. --- _:_. -·····-~·-=--.·. ·-·· ---~--- \/ .. ·-·-···· "~-----,,,, --.-r----::._:____ __ ~---. I\ I -----" " I I -i---- LOT J2Zc,jf0A;;,,, 46 805 SO FT ..... ·- I \ / : --- ' I I I ------.:___ - ---,-- I T 25;1 \ I so I I I LOT 253 1,179 SO FT I I i i LOT 254 6; /02 SO FT I I .-. :-: ~r:-:-: . i ---L LOT 255 6 168 SO FT • I LOT 256 6,170 SO FT I I I I LOT 257 6160SOFT LOT 258 6,169 SQ FT LOT 269 6,019 SO FT I i-) . -----i- '-'7" I I /\ I I \ \ LOT 265 6,461 SO FT I I \ LOT 266 6,355 SO FT \ \ I ---', -~_\--1 \ ---· ... -\_---- -'·· : I _.-iJ---I I 1 I I I \ \ I ····-~ LOT 267 7,965 SO Fl \ I \ I I I I LOT 268 6368 SO FT I I I I ---,--'---'----~- LOT 269 6200 SO FT I I I I \ LOI 270 ) 8,263 SO FT \ --j_ I I ·.•; ______..-'-r------,---L~ , _____ J___ -.. -~-! __ .. -· .... j____ I , • -77 . ------············· l \ii .. / I I . I I r·-·-·-·····~· --~·· ·--=' '"----'' t-1 ~~- I I I LOT 277 8,641 SO Ff LOT 278 8,712 SO FT LOT 279 LOT 280 8,831 SO Fi 8,480 SO FT LOT 28! 8,897 SO FT -\ LOI 276 9,445 SO FT \ \\ I ~--_ I IMPROVEMENTS FER PHASE I FLANS<,'.--'----- Dl!Xii 4W-3L I r-, \ I ,_ ' - HEET CROSS REFERENCES \ IFROFERTY LINE---r------ ,(TYF) I I I I SIDEWALK <TYF) I LOT 299 8683 SO FT LOT 290 6;250 SQ FT I I \ LOT JO! 7,554 SQ FT LOT 29! 1,532 SO Fl LOT 260 5,889 SQ FT -·< 'f i-"--~-- f I ·\ - I CORNER SIGHT, DISTANCE LINEI {T'Cf') LOI 2/! , 1,/26SQf! . '"--" ·,.,~ .1/,~s~) ,• .. LOT 292 7,370 SQ f i \ -: LOI 272 6634 SQ Fr I I I I Lor 2gJ 6060 SO FT I I I I I \ CONCRETE MOWCUR6 -------~----• - - BIOBAS1f,( F'ALETTE 'B' LOT 264 6;988 SO FT LOT 294 6391 SQ ff \ I \ LO/ 295 6305 SQ FT ---------- \ \ I LOT 296 6364 SO FT I \ /i,i;\ <t, i--.._______ I \ LOT 297 6256 SQ FT \ \ \ ', I / .i1~t:t~IN. /I; // EASE_MENT .i ,/ / ,, / ' ,, I\ \\ I \ \ \ LOT 298 6,134 so f i \I I ---~ \\. '-. ·•• .. ·-.·.·.-.· .. -\ ,_ I · • ,. : \ ___ -----~------1r-----\ -,r '11 l ----c,---;:---1-i------I -: -·.:,;;;;~,=,-~-·J.,:~=±:====== .,-,. ~ \ -\ .. I I \ I ••• - ----r-=_ .. ~=_A~-,:r=JE;;--;-.. ~'A=-~,--~ . .,.::-··--t-·~-~-t:~~g~-.~;~--~·c' :::::i:::::'.::::':::·¼·~', :::::i.==· =·~=-==~1::::::::::::1\ ------1 \; """'"'~~W":w-1 : LOT 305 \ LOT 306 1 \ LOT J07 :\ \ \ \\\,'\iii•\ f I \ (; I . .L,""'""t:'0 \ LOT 304 \ 7,794 so Fl 7,536 so FT 8,686 SQ FT I , LOT J,010 LOI JOJ 1,861 so FT ,.w ·" n \ """' " 1 \ 1 1 J . r\ PLANT MATERIAL LE6'END Tfi<.EE5 GlTT, c 5FACING SU6JECT TO FUEL MOPW'ICATION STANDARDS ~ERE AF'PLICASLE DETAIL SYM A·S/38 0 A·S/38 0 A·S/38 0 A·S/38 0 A·S/38 0 A·S/38 0 A·S/38 0 A-S/38 0 A-S/38 0 A-S/38 0 A-S/38 0 A-S/36 0 A-S/38 0 A-6/38 0 A·S/36 0 A-6/36 60TANICAL NAME/ VARIETT GlUERCUS AGRIFOLIA ARElUTUe 'MARINA' AGONle 'JERVIS SAY AFTER DARK' LAGER&TROEMIA FAURIEI 'TUSCARORA' ERT060TRTA DEFLEXA SRACHTCHITON FORJLNEU5 MAGNOLIA c;.RANDW'LORA 'LITTLE GEM' MAGNOLIA Gl'sl>NDIFLORA 'ST. MART' FLATANU5 RACEMOSA 'SLOOD GOOD' GlUERCUS Vll'i:GINIANA TASESUIA IMFETIGINOOA LOFHO&TEMON CONFERTA LIRIODENDRON TULIFIFERA MAaNOLIA 'DP, SLANCI-IAFP' Fl&TACIA CHINENSIS ULMUS PARVIFOLIA (:>ROUND C.OVER5 DETAIL C-D/ 36 C-D/ 38 C·D/ 36 C-D/ 38 C·D/ 38 C·D/ 36 F/35 SYM CJF FCR/ E9 RI AH LMF CXF CTF 6OTANICAL NAME / VARIETY CEANOTHU5 'JULIA PHELPS' ROSA x 'NOASCHNEE' UJ.lll'E UNLESS AS NOTED OTHER RHUS INTEGRIFOLIA ARCTO&TAPHYLOS UVA-UR&I LANTANA MONTEVIDENSIS CAREX TIJMULICOLA CEANOTHU5 'YANKEE POINT' COl'1'10NNAME COAST LIVE OAI< MARINA MADRONE AFTERDARK FEFFl:l'!'tlNT TREE TUSCARORA CRAPE MYRTLE eRONZE LOGllJAT SOTTLE TREE LITTLE GEM MA6NOLIA ST. MARY MAGNOLIA UIESTEI<!< STCAMORE 5OUTl-!ERN LIVE OAI< FINK TRUMPET Tl<EE SRISSANE eox TULIP TREE 6LANCHA!sD SOUTHERN MAGNOLIA CHINESE FIST AO-IE LACE6AliK ELM COMMO'I NAME CALIFO!i!'IIA LILAC FLOUEI< CAl<FET i<OSE F'JF<FLE TRAILi~ LANTANA SE~LE'r' 5EOOE YANKEEF'OINT CALIFOf;tllA LILAC SIZE 24" sox 24" eox 2411 60X 24" sox 24" sox 24" sox 24" sox 2411 eox 24" eox 24" BOX 24" sox 24" 6OX 24" e,ox 24" 6OX 24" 6OX 24" eox SIZE 5 GAL. / &' O.C GROUP A5 NOTED & GAL. I 2' O.C, & GAL I&' O.C I GAL. / 3' O.C. I GAL I 2' O.C. I c.AL I 2' O.C. I GAL. / 4' O.C GlTT 12 41 I~ 24 48 41 11 28 n 24 13 2 NOT ON FLAN 26 12 GlTT 373 119 911 2E>9 C-D/ 38 RC Rl-!AMNUS CALIFORNICA MOUND SAN Elf<UNO' COFFEEElERl<T HT6. 5 GAL. I 4' O . 29E> C-D/ 38 C-D/ 36 F/36 F/38 LT6 LANT ANA GOLD MOUND AGAFANTHU5 'TINKEREIELL' +:+:+:+:+:+:+:+:+:•: SENECIO MANDRAL!&CAE ++-;-+++++++ ····~······ ogogogogogogo LQ.llCERA JAF'ON/CA OODOOOOOOOOOO II IALLI '"'A' o 0 o 0 o 0 o 0 o 0 o 0 o N ~'I TURFGRA55 DETAIL SYM I GOLDTl<AILI~ LANTANA DWA!if YAAIGA TED AaAPANT!tlS 6LUE PICKLE I GAL I 2' O.C. 9~& I GAL. /16' O.C & FLATS FLATS/ I' O.C. 3 FLATS FLAT&/ I' O.C. 9~ FLATS SPECFI ATION T~ c:.liASS • SOD 'LOW WATER' DUIAAF TALL TTFE FE5CUE SLENP CONTACT M!-tONOTEC SEED co_ l-80I-81b-31,~ AGRONOTEC/GlUALITT TURF 'LOUI-UIA TER' FESCUE 6LEND SOD DWA~ 'TALL-TYPE' CREEPING FE5CUE 61051,";ALE i INFIL TI<.ATION 6A51N PALETTE DETAIL S'l'M 60TANICAL NAME/ VARIETT COMMON NAME H/36 l/36 NASELLA LEFIDA MUI-ILENBEi.t:;IA RIGIDA 'NAS~VILLE' LETMUS TRITICHOIDES DIANELLA CAERULEA ACHILLEA MILLEFOLIUM CA!oEX FlsAECi,l<ACILl5 AlsTEMl&IA DOU6LA5IANA DIANELLA TA5MANICA '&IL VER STREAK' FOOTHILL NEEDLE c;.RASS DEER GRASS WILD RTE SLUE FLAX LILT TARROW FIELD 6ED6E CALIFORNIA MLIC,UIORT SIL VER STREAK FLAX LIL HELICTOTRICHON 6EMFERVIRENS SLUE OAT GsRA55 LOMANDRA LONGIFOLIA NY ALLA LM4~~ OMANDRA HTSTRIX TROFICElELL TROPIC SELLE SIZE / SPACING QTT 4' FOT. I 16' O.C, 1,1~& 4' FOT. I 18' OC l,E,I& 4' FOT. I 12' O.C. 2 I GAL. / 3' O.C. 34~ I GAL. / 18' OC. 1,18& I GAL. / 16' O.C. l,I9~ 4' FOT. I 12' O,C. 3 4' FOT. I 16' O.C. 84~ 4' FOT. I 18' O.C. 9W I GAL. / 16' O.C. 1,400 I GAL. / 16' O.C. DIANELLA 'LITTLE 6ECCA' LITTLE 6ECCA FLAX LILT 4' FOT. I 18' O.C. 98~ IRRIGATION SHT. 09 'Ji &E5LERIA CAERULEA 6LUE MOOR c;,RA56 4' FOT, / 12' O.C. 3 0 40' I I Call: TOLL FREE 1-800 227-2800 l\110 WORKING OAYS BEFORE YOU DIG MATCl-l 80' 120' I I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. LINE SEE Sl-lEET 21 "AS BUILT" TITLE DATE REVIEWED BY; INSPECTOR DATE 5900 PASTEUR COURT SUITE 11 Q CARLSBAD, CA 92008 17601 692-1924 www.lightfootpg.com SITE DESIGN LANDSCAPE ARCHITECTURE DESIGNED BY: PA ----DATE: 03/20/2015 eoUTELOUA Ci,l<ACILIS 'BLONDE AMl6ITION' SLONDE AM6ITION BLUE ClJ<AMA 4' FOL/ 12' o_c_ 2 ~ CITY OF CARLSBAD pHEEfSl f-----------------------t---t---t----t-----1 ~ PLANNING DIVISION ~ ~------------~ LANDSCAPE IMPROV£M£NT PLANS FOR: DRAWN BY, AC SCALE: AS INCIC/\IED f------------------------t----t---t---t--------j RANCHO COSTERA PHASE 2 ON-TRACT PLANTING PLAN PROJECT MGR.· J. TAYLO, JOB NO.: 1373.04.21 WORK; DATE,"2,' 7. ( DATE DAIT INITIAL , . LA: 2961 F:NGINEER or WORK REVISIC\I DF:SCRIPTIO\ OTH:::~ APPROVAL OAT[ INITIAL CIT'-' APPROVAL App RC VE D /M \ C:J-E::,\ I _j;\---; -2-"t--l<,., P ...ANNING OWN BY: ~A~C~_ CHKD Bv: ~0 ~1 __ RVWD BY, PRO,..,ECT NO. CT 13-03 DATE DRAWING NO. 480-3M \ / ' ' / LOT 36 9,116SOFT ' ' LOI 180 ""' 7,06'/ 50 FT ' "" ~"" I?\: t··~.'"·' , LOT/81, '"" 6,967 50 FT ~ ~ ' I I LOI 182 ""' ', 6,968 SQ l( ~"" "" ' L (lj__Z(J, 8,0~T ' ' ' ' ' ' HEET CROSS REFERENCES IRRIGATION SHT. 10 ' "" ' ' LOT 35 9,195 SO Fl ' LOT 34 9,132 50 FT LOT 54 9,095 SQ Ff \ ' .~'( LOT l 73 8,521 SO FT \ LOT 114 8,355 SO FT ' ' ' ' LOT 115 7,949 SQ Fi LOT 116 ""' 1,248 SQ fl '"" ' ' ' "" ' ' "" ' ' ' \ \ ' \ \ MATCl-1 FOR PLANT MATERIAL LEGEND SEE S~EET IB LO! LOT 51 9,227 so Ff \ LOI 168 8,451 SQ FT LOT 169 \ 8,228 SQ FT \ \ \ LOl 170 \ ' \ 8,097 SO F( \, \\ LOT 167 8,544 50 fT \ \ \ ' ' \ \ ' LOT 171 \ ' VC/'.1/ \ 8,149 SO FT \ \ ~>;(.~~ \ 1/2 \ \ \ LOT 766 8,451 SO FT ' ' ' \ / / ' ' .. ' LUI lbJ "-1 Rd? ~o F..•• " ' ' LOT 164 "" 1,841 SO FT ' ' ' ' "" LOT 165 8,492 50 FT ' ' "" ' ' ' "" \ ' ' ' ' "" ' ' "" ' ' \ ' ' ' ' ' ' , LO! 189 '-5,290 SO FT ' ' "" LOT 190 5,241 50 Ff ' ' ' ' ' LOI 186 5,200 SO FT "" ' LOT 187 "" 6,200 so fT LOT 188 5,129SOF! ' ' / ' ✓ ' / / / y 1/ ' ' // // -----7 /1/ ~ /; / . ··/·· / // / // / /'j / ./' / / ' / / / \ 'y/ / / / / / ' 8,513 S() fl \ '' LOT 191 '\ /,,_ .. • 5,241 50 FT \ ' / ' / . \ / // . //'· .. · .... / '/' / \ ' \ \ \ \ \ \ \ \ \ LOT 192 \ ,Y \ 5,246 SO FT \ /' / / .' ' / . / ./ \\ \ \ ,✓ LOT 193 \ /,' \ 5,//9SOF! , • ✓ / /,/ / / / / / /. / / . \ \ \ ,/ LOT 194 \ ' ' \ 5,200 SO FT \ , \ \ /✓ / / ,// LOT 195 \ y:' / , \ 5,200 SO FT \ , . / / \ \ \ /✓ / // / \ LOT 196 \ ;y~'' ./ ~/// \ 5,201 so fl \ ,'.,,, ,;,, / \ \ /• •... // / \ .,,. ,,/ / / / / PROPERTY LINE <TYF) /·.' / / ' \ \ \ LOT 212 7,709 50 FT LOT 214 5,309 so Ff \ LOT 215 5,309 SO FT MATC~ LINE Lor 111 "", LOT 197 \ \ .. ,,,.···/e / . / / \ 5,388 SO FT \ // . / / \ \ /~:• . / / ' 1,203 50 FT ' "" ' ' ' ' ' ' ' ' ' ' ' ', \ /,· / / \ LOT 198 ', ,£t; .. / / / , 5,321 SO FT \ , .•/ / / '\ ' / .' \ / / ' ' LOI 199 5,378 SO Ff ' 'y,✓ • / / ' ✓ // "" ' ' "" \, ,/✓ /;: / ''s/✓ / /. ' ' // ' LOT 200 ' ' / "" 5,200 SO FT "" / / / ' ' / '"" 'v, / /. ', ,/ / /. LOT 201 , /, / /.•/ 5,200 SO FT 's, , / /•/ / / •' / / / / ,1/, v// "" / / LOT 202 5,200 SO FT ' ' ' ' / ' / y / / / / / LOI 203 ' , 5, 000 5() FT "" / / ... ,'···/·/ ' / "" 'y( ... · / \// / ·' /,.;. lV/ LU$ -✓ / / /' .·· / / 5,000 SO FT 7 /' / ·.~. '"-. / / / . MATC~ LINE SEE Sl-lEET 23 40' I = · Call: TOLL FREE 1-800 227-2800 TWO WORKING DAYS BEFORE YOU DIG 80' 120' I I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUILT" TITLE -· REVIEWED BY: ~ .. ·------ INSPECTOR I THE , H&HTFOOT s900 PASTEUR couRT su11E 11 a PLAl\lNING CARLSBAD, CA 92008 GRflUP 17601692-1924 www.lighttootpg.com PLANNING SITE DESIGN LANDSCAPE ARCHITECTlJRE DESIGNED BY: P,\ DATE: 03/2Dh015 DRAWN BY: AC SCALE: AS l~DICATEC PROJECT MGR.: J. IAYLO, JOB NO.: 1373.04.21 DATE F WORK: DATE ./ /. DATE R.LA: 2961 ~/' IMFROV;MENT5 FER FHA5E I FLAN5 DUJG :48'0-:3L / ,/" 629, 12e so· fr • -/-■ -r I MATC~ L !NE SEE S~EET 24 f----------------l----.1.------1----1-------l ~ CITY OF CARLSBAD ISHEETSI ~ PLANNING DIVISION 44 f-------------------+----1-----1----1---1 LANOSCAP[ IMPROV£M£NT PLANS FOR: RANCHO COSTERA PHASE 2 ON TRACT PLANTING PLAN f------------------l-----1---1-----1-----l I _AP_P_R_ov_E_o ~';zJ_~-'--=-'\'-c:r--L...:-t-4~\-at~--'?.-•z:z..4 ..., ,1-------------------+----J--J---1----1 ·;':PL=AN=N=i\G'====:::;-;:======~==:::::D:=AT:::::E =~ IJWN BY: ~AC~-PROJECr NO. DRAWING NO. CI-IKD BY: ~JI __ RVWC BY: D/\T[ ENGINF~R OF WO'<K REVISION JESCRIPTION IJATE I\ITIAL DAE INITIAL oni-q APPROVAL CITY APPROVAL CT 13-03 48O-3M MATC~ LINE SEE S~EET 18 CONCRETE MOWCIJRB INSTALL E3ETUJEEN RUJ , POTABLE IRRIGATED AREAS <TYF.! 610 BASIN PALETTE 'A' MATC~ LINE SEE S~EET 20 HEET CROSS REFERENCES IRRIGATION SHT. 11 !_OT 230 5,610 SO FT LOT 218 5,309 SQ FT LOT 231 5,305 so rr LOT 232 5,314 so rr LOT 2JJ 5,309 so rr LOT 222 6,J6J S(} FT I I, \ I .L MA TC~ LINE SEE S~EET I~ I I I - \ PROPERTY LINE _ _,,. <TYF.! LOT 346 ~ OPEN -':J7ACE 54l,4JJ SO FT SIDEWALK <TYF.! \ \ ~ \ I I _ __>-~\ ,.\ ,·' ,,, ,,, t . A, LOI 299 s --------- <TYF.! \ \\ \ \ t ~'.•-~~---#"~~l,"":,bi'.\>'( -~ I I \ I I LOT 309 1,6J2 SO FT LOT 310 1,216 SO Fl \ 'J I 610 BASIN PALETTE 'A' \'._"' ', \ .Y-----7-IMFROVEMENTS FER PHASE I FLANS \ Dlil:::i 4812'-3L \\ ~ I ,,I 1 I \ \, , LOT 3()8 \ 1 \ 1 6,249 so FT \ \\ \ ,-L~-,/ __ I ~~ / \ / / ( :./ ----···· // y,,..... _,J,'' "\ -------'\' \ \ -;=.:::-~ \ ~ , I ·'r·/· ------J.- \ \ > '(-' LOT 318 8,402 SO Fl I I \ LOT 319 12,270 SQ fl -,~, / I //.. \ / ·, l I I LOI Jl 7 7,436 SO FT \ I I \ \ I //:l;+tl) / I ~../ -~ . ·,·- ( LOT JI l 6,932 SO FT i <\ ' _, _____ ----~ FOR PLANT MATERIAL LEGEND SEE S~EET 18 J ' ,,c_,+--~-,,, I ; -✓-/ I LOT 236 5,313 SQ Fl -_/ -✓- LOT 237 5,314 SQ FT LOT 238 5,309 SO FT \ ' / '' LOT 239 , ./ 1 6,6/J so rr _ -A .\ --~ \ ~ I -\ LO/ 240 , 5,9JJ SO fT 1 -_l \ \ '_ \ ' \ '•-.,_, ' \ '.,, ' ' "< \ ', \ \ ; -~--=-___.,_ ---=---i, I LOT 241 5,939 so rr I I 1 \ ', \ ·-\ \ \_ \ T 412?' I Call: TOLL FREE 1-800 227-2600 lWO WORKING DAYS BEFORE YOU DIG I I 812?' I 1212?' I \ ,,.,,, --\ APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA .I I .. / ( \ \. ,,' \ \. ', I I I" ' ' ' ~:_ \" ~' ' -I t I I 610 6ASltil PALETTE 'f?' \ I Ii I\ i\ \\_ ---/~- MATCJ-4 "AS BUILT" TITLE ______ _ REVIEWED BY: INSPECTOR -·, I LOT 325 \ 15,125 so rr /,1 ' \ I I \ L --~ -T j__ --_/--:~. -~t,/ :_ REC A~~ r 1 ( PHASE 3 FLANS t I I i /1_ I i I / I I I I/ I LOT JJO ~ REC / 1 l7,J9J SO FT // \ /~ \ \ ~ \·<_::·\ \ &;,,/,//' :_ ' ' ' ' , ' / ',----· i,., / ,,, \' ,_ ... / .. ;i,, ) 610 BASIN PALETTE 'E3' \\ ,j\ \ \ \ ,' ' ' ' j ''''! ,-/ I PARKWAY IMPROVEMENTS FER PHASE I FLANS Dlil:::i 4812'-3L / I l ( / ./ __ / :l I / / , / I f' / LINE SEE S~EET 2 4 PARKWAY IMPROVEMENTS FER PHASE I FLANS Dlil:::i 4812'-3L DATE DATE __ THE #" LIGHTFOOT PLANNING GROUP PLANNING 5900 PASTEUR COURT SUITE 110 CARLSBAD, CA 91008 \760! 692-1924 www.lightfootpg.com SITE OE SIGN LANDSCAPE ARCHITECTURE r---------------+--1----1----+---l ~ CITY OF CARLSBAD ISHEETSI ~L3_'_J===-=====PLA=N=N=IN=G=D=IV=l=Sl=O=N===~=4=4=~ I LANDSCAPE IMPROV[M[NT PLANS FOR: DESIGNED BY: PA DATE: 03/20/2015 DRAWN BY: ~AC~--SCALE: AS 11WICAFD i-----------------------1---J--+----1--_j RANCHO COST£RA PHAS£ 2 ON-TRACT PLANTING PLAN PROJECT MGR,· J. TAYLOR JOB NO.: 1373.04.21 [ i----------------+---l---+---+---l I p-~~-:-1:G_ov_E_o __J,j=iJ,---=-"'~-.J---\ .::::S::i.:.·_t~::::11!.:,1~21· e,l___ :;;-!~ ·l1o -,c-±J,,f'-J.4,~,---------='.'.:DA:.'..::TE::...'.• "t:::_-17_.,'.:.' ~===;==;--;::::=======:;-;::::::::~~=:! = DW~W ~A~C __ PRO 961 DATE INITIAL DAff INITIAL -JECT NO. DRAWING NO. R.L.A.I 2 ENGINEER OF WORK REVISION DESCRIPTION CHKD ilY: -"'JT__ CT 13-03 480-3M OTHER APPROVAL CITY APPROVAL RVWD BY: CT OF WORK• I ; / f i I \ I' I !; (: I \· I I I I I I L.. ... I I ;l .. ·······< j/ \ ..... J I I I I \ I \ \1 ,;-.. ,,. \ ;\ \ I I II . I \ \ \ \ \ ; ' 1-i" ·"" \J i\ \ ': \ \ i \ \ \ \ ~-~ HEET CROSS REFERENCES IRRIGATION SHT. 12 ' \ ' ' ' :1 I / I J ' ( / • .._ I I I I I I I ; \ )> j I I \\ \ I I, r ' ' ' \ / \ . · .. ·.' .... ·\ : " . •"; \ . \ i I I I ----< $U6JECT TO FUTURE CONSERVATION EASEMENT \ ' inr / /I ✓-. ..,;· I .,.. IMPROVEMENT$ FER FHA5E I FLAN5 Dllti 480-3L I I I J. I I / / / 610 6A$1N • . :o ', PALETTE '6' I ~•~ 1 // Ni!Jt ///!:,'.~-- ,, ,' LOT 64 < ,,1 4,906 SQ FT I I <T'rF) I I I I I LO! 6. 5124 SQ FT I I LOT 75 5,012 SO FT HATc1-1 LINE SEE SI-IEET 25 0 40' 80' 120' I I I I "AS BUILT' Ul'IClel9'atmd Service Alert TITLE _______ _ DATE I I FROFERT'r/LINE (T'rF) LOT 66 6,590 SI} FT I I LOT 67 6,117 SQ FT 11 /\ / \ ' I 1 .. ",,,-,. ... I I , I I LOT 40 11,087 SO FT LOT J9_I 8,803 SO F1 / / ' . 's, ' / ',...,, -</' ' / '•,, / .. ( /; 1 ,/ • ' ' ' ' Lt I 8,8 SC / LOT 68 10,688 SO FT \\ / / / l 5526 SQ ff 1 ):iif'f',---~ -,~"'· --.,// ,/ t- --.._::.,~.E ) ~,er-~ ~ N t- ill ill "I (.f) ill ill tl) ill z _J "I l) t--<t: r PLANT MATERIAL LEiSEND Ti-:.Ec:5 QTY. I &FACING €/J6JECT TO FUEL MODIFICATION 6TANDARD5 WHERE AFFLICABLE ETAIL SYM A-B/38 0 A-B/38 0 A-B/38 0 A-B/38 0 A-B/38 0 A-6/38 0 A·B/38 0 A-6/38 0 A-6/38 0 A-13/36 0 A-B/38 0 A-B/38 0 A-6/38 0 A-B/3/l 0 A-B/38 0 A-B/38 * BOTANICAL NAME / VARIETY QJEl<CU& AGl<IFOLIA Ai<BUTU& 'MAl<INA' AG.ON!& 'JEl<VIS BAY AFTEI< DAl<K' LAGsEl<&TF<OEMIA FAUl<IEI 'TU&CAl<Ol<A' Ei<Y060Tl<Y A DEFLEXA Bl<ACHYCHITON FOFULNEU6 MAGNOLIA C:il<ANDIFLOl<A 'LITTLE GEM' MAGNOLIA Gl<ANDIFLOl<A '&l MARY' FLATANU& i<ACEMOSA '6LOOD GOOD' QJERCU& Vl!'o51NIANA TABEBUIA IMFETIGINOSA LOFHO&TEMON CONFER[ A LIRIODENDRON TULIFIFEl<A MAGNOLIA PD. l:llANCHAl<D' FIST ACIA CHINEN5I5 ULMUS FAl<VIFOLIA 6ROUND C.OVER5 DETAIL C-D/ 38 C-D/ 38 C·D/ 38 C-D/ 38 C·D/ 38 5YM CJF FCR/ EB RI AH LMF SOT ANICAL NAME / VARIETY CEANOTHU5 'JULIA FHELF&' ROSA x 'NOA&Cff.lEE' WHITE UNLE66 A$ NOTED OTHER RHU5 INTEGl<IFOLIA Al<CT05TAFHYLO$ UVA-IJRSI LANTANA MONTEVIDENSI& COMMON NAME COAST LIVE OAK MAl<INA MADRONE AFTERDARK FEFFE~INT Ti<EE TUSCARORA Cl<AFE MYl<TLE Ell<ONZE LOQUAT l:lOTTLE TREE LITTLE GEM MAGNOLIA 5l MAl<Y MAGNOLIA UE&TEF!N SYCAMORE &DUTHE!iN LIVE OAK FIWK. TRUMFET TREE BRl513ANE l:lOX TULIF TREE BLANCHARD &OUTfJEFiN MAGNOLIA CHINESE FIST ACHE LACEl:lAl<K ELM COMMON NAME CAUFO!<NIA LILAC FLO\lel< CARFET ROSE LEMONADE ElERRY F'URPLE TRAILli-t; LANTANA SIZE 2411 60X 24" eox 24" BOX 24" eox 24" l:lOX 24" 60X 24" l:lOX 24 11 60X 24" BOX 24" eox 24" eox 2411 60X 24" l:lOX 24" BOX 24" l:lOX 24" 60X SIZE S GAL. / S' O.C c;ROUFA5NOJED S GAL. / 2' 0.C. S GAL. I S' O.C I GAL. / 3' 0.C. I GAL I 2' O.C. QTY 12 41 le> 24 48 41 11 22 24 13 64 2 NOT ON FLAN 12 QTY 119 /-----C-D/ 38 CXF CA REX TUMU!. !COLA !Sl(ELEY SEDGE I GAL I 2' O.C. 911 I I ' . ---+s\\ c\ I LOT 76 \ 5381 SO Fl IKE .. i7' HGIITFOOT • PLAN~ING GROUP PLANNING 5900 PASTEUR COURT SUITE 110 CARLSBAD, CA 92008 17601 692· 1924 www.lightfootpg.com SITE DESIGN LANDSCAPE ARCHITECTURE DESIGNED BY: ~PA~--DATE: 03/20/2015 DRAWN BY: AC SCALE: AS INDICATFD PROJECT MGR.: J. TAYLOR JOB NO.: 1373.04.21 ('() N t- ill ill "I u) ill ill (.f) ill z _J "I l) t--<t: r - F/38 C-D/ 38 C-D/ 38 C·D/ 38 F/38 F/38 CYF RC LTG CEANOTHU5 'YANKEE POINT' RHAMNU6 CALIFOl'iNICA 'MOUND SAN BRUNO' LANT ANA GOLD MOI.ND AGAFANTHUS 'TINKERElELL' Y Alt:EE FOINT CALIFOl<NIA LILAC I GAL. / 4' O.C 2E,9 COFFEEBERRY HYB. S GAL. / 4' 0. . 296 OOLD n.AILli-t; LANTANA DWMf YAlslGATED AGAFANT~ l:lLUE FICKLE I GAL I 2' O.C. ':liZ>S I GAL. /Ill' O.C S FLATS FLATS/ I' 0.C. 3 FLATS FLATS/ I' O.C. ~e, FLATS TURFiSRA55 TURF GRAS$ • $OD 'LOW WATER' DIIJAl<I' TALL TYFE FE&CUE BLEND CONTACT AGF<ONOTEC SEED CO. I-Wl-816-3&9e> 5 CIFICATION AGRONOTEC/GIUALITY TURF 'LOW-WATER' FE5CUE BLEND 500 DWAFf 'TALL, TYFE' Cl'<El:FING FESCUE 6105V'IALE 4 INFILTRATION 6A51N PALETTE TAIL 5YM 60TANICAL NAME/ VARIETY COMMON N-'11E SIZE / 5FACING QTY H/38 1/38 NA&ELLA LEFIDA MUHLENeEr.GIA RIGIDA 'NASHVILLE' LEYMU5 TRITICHOIDE5 DIANELLA CAERULEA ACHILLEA MILLEFOLIUM CAREX Fl<AEc.!<ACILl5 Al<TEMl&IA DOUGLASIANA DIANELLA TA&MANICA '6ILVER STREAK' FOOTHILL NEEDLE c;RA56 DEER GRA56 WILD RrE BLUE FLAX LILY YARROJ! FIELD SEDGE CALIFOF!NIA MUGOORT SIL VER STREAK !'LAX LIL 4' FOT. / I8' O.C. I,le>S 4' FOT. / I8' O.C. l,E,IS 4' FOl / 12' O.C. 2 I GAL. / 3' 0.C. I GAL./ 18' O.C. I,18S I GAL. / Ill' O.C. I,IS" 4' FOl / I2' 0.C. 3 4' FOl i I8' O.C. 84e> HELICTOTl<ICHON 6EMFEl<VIREN5 l:lLUE OAT GRA56 4' FOl / 18' O.C. SW LOMANDl<A LONGIFOLIA NY ALLA LM-400 I GAL. / 18' O.C. l,4e>e> DIANELLA 'LITTLE BECCA' SE51.ERIA CAERULEA BOU'IELOUA ~ILl5 'l:lLONDE AH!elTION' I GAL. / 18' O.C. LITTLE BECCA FLAX LILY 4' FOT. / I8' OC. 9W BLUE MOOR Gf<AS5 4' FOT. / 12' O.C. 3 BLONDE Ai"l6ITION BLUE GR.<IMA 4' FOl I 12' 0.C. 2 fsHITil2 CITY OF CARLSBAD 1-----------------------1------1---t---+----+ ~ PLANNING DIVISION >------------------------+---+-----1-----1----l SHEETS 44 LANDSCAPE IMPROVEMENT PLANS FOR: >------------------------+---+-----1-----1-----l RANCHO COSTEl?A PHASE 2 ON-TRACT PLANTING PLAN Call: TOLL FREE 1-800 227-2800 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING 1-----------------------l LANDSCAPE ARCIIITECT OF WORK: f---------------+---+------+---+----1 I-AP_PR_o_vE_o~l~_-_\~cr:-+--=-t!=l~-1¢r--~ DATE REVIEWED BY: . PLAI\NING AREA TWO WORl<ING DAYS BEFORE YOU DIG INSPECTOR DATE -c:-,=,'t:/l/-'i{Jt.~L----~DA~T~E:~-"2~"~{:-::7!,:'LJ{vt,,----:cDAccTcc-E----------------------i--D::-Acc-TE-t---l~-=1T-IAL---t--::-DAc::T::cc---t-l--:NIT::clA.,-L7 R.LA 2961 ENGINEER OF WORK REVISIO," DESCRIPTIO\ DTHE~ APPROVAL CITY APPROVAL JWN BY: ~A=C __ CHKD BV: ~ST __ ~\/WO BY: PROJECT NO CT 13-03 OR/\WIJ\G \10. 480 3M t--w w =t u) w w u) w z _J =t u t-- -<[ r u) 0.1 t--w w =t u) w w u) w z _J =t 0 t-- -<[ r yf-=-,---::~ ' -·-, -f ' ' ' l-.1,of1i , , ' ,f /1 , I r---sC-J 28) 14 HEET CROSS REFERENCES IRRIGATION SHT. 13 SI--IEET KEY LOT 206 5,320 SO FT - LOT 207 5,309 SQ FT I I I I I,' I i ------------·- MATCl-1 LINE SEE Sl-!EET 20 I I ' / / / / BIO BASIN PALETTE 'B' FROFERTY LINE <TYP.J CONCRETE MOWCURB ' <TYF) --- //1/ / ,•·--·=~ ..... -~ --...,,-IMPROVEMENTS FER Pl-JASE I FLANS PWG.A80-3L . I BIO BASIN / -~--~---=~=-J---1---____ PALETTE 'A' . ------7 LOT 209 c, '14 SQ FT LOT 210 5,309 SQ Fl LOT 211 5,309 S'0...1-1'---- I I .... j I . ' ,_, I , ..... r· BIO BASIN PALETTE 'A' ' '°<-> • •N•< j __ , SIDEWALK (TYP.! L// / ' / -----------/ CONCRETE MOWC:URB <TYF.J CONCRETE MOWCURB INSTALL AS SEPARATION OF RW AND FOT ABLE IRRIGA TEP AREA. 52, I 17 SQ F7 0 I 40' I Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG I I I I ___ / ,F?A!=iKWAY IMPROVEMENTS PER / Fl-JASE I FLANS PWG 480-3L <TYF.J --I I MATCl-1 LINE SEE Sl-!EET 20 60' 120' I I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUILr TITLE _______ _ REVIEWED BY: INSPECTOR I r-7 J ''' ' <1· li1,1j rh / .. / \'. L. -_J .......... J+J , I \•, ~··=:::·'=c·=-·•·= ··-·· ·•• .. _.,; / / I r - I I I. : \ DATE DATE ~~-- i I I I __J I /·/l> ' ' I I I 104. 66 TG /OJBJ FL 5900 PASTEUR COURT SUITE 110 CARLSBAD, CA 92008 {760) 692-1924 www.lightfootpg.com SITE DESIGN LANDSCAPE ARCHITECTURE DESIGNED BY: -'-'-PA~_ DATE: 03/20/2015 DRAWN BY: AC SCALE: AS l~DICATEC PROJECT MGR.· J. TAYLOR JOB NO.: 1373.04.2 1 R.LA 2961 / / JJ// ) I ! I i ;- ..... ,/ I j I l / ,.,/ 1,,· ' ' I I I I l- PLANT MATERIAL LEGEND TREES QTT, i SPACING eueJECT TO FUEL MODIFICATION STANDARDS WHERE AFFLICA6LE DETAIL S'!'M A-6/38 0 A-6/38 0 A-6/38 0 A-6/38 0 A-6/38 0 A-6/36 0 A-6/38 0 A-6/38 0 A-6/38 0 A-6/38 0 A-6/38 0 A-6/36 0 A-6/36 0 A-6/38 0 A-6/36 0 A-6/36 eoT ANICAL NAME / VARIETY QUERCU& A(;RIFOLIA AReUTUS 'MARINA' A60NIS 'JERVIS 6AY AFTER DARK' LA6ER5TROEMIA FAURIEI '1\JSCARORA' ERY060TRYA DEFLEXA eRACHYCHITON FOFLILNEUS MAGNOLIA c.RANDIFLORA 'LITTLE GEM' MAGNOLIA C:!RANDIFLORA 'ST. MARY' FLAT ANUS RACEMOSA '6LOOD OOOD' QUERCUS VIRGINIANA TAeE6UIA IMFETIGINOSA LOFHOSTEMON CCI-IFERTA LIRIODENDRON TULIFIFERA MMlNOLIA 'D.D. 6LAN~ARD' FISTACIA CHINENSIS ULMUS FAl<VIFOLIA G>ROUND C-OVER5 DETAIL C-D/ 36 C-D/ 38 C-D/ 38 C-D/ 36 C-D/ 38 C-D/ 36 F/38 SYM CJF FCR/ EB RI AH LMF CXF CYF eoT ANICAL NAME / VARIETY CEANOTHUS 'JULIA FHELF5' ROeA x 'NOA5CHNEE' WHITE UNLE&& AS NOTED OTHER RHUS INTEGRIFOLIA ARCTOSTAFHYLOS UVA-UR51 LANTANA MONTEVIDENSIS CAREX TUMULICOLA CEANOTHUS 'YANKEE FOINT' COMMON NAME COAST LIVE OAK MARINA MADRONE AFTERD~ FEFFEittlsT TREE 1\JSCARORA CRAFE MYRTLE eRONZE LOOUAT eoTTLE TREE LITTLE i:.EM MA(;NOLIA ST. MARY MA(;NOLIA WESTE!sN SYCAMORE 5CUTHE!sN LIVE OAK FINK TRUMPET TREE 6Rl56ANE eox 1\JLIF TREE 6LANCHARD SOUTHEF<N MAGNoLIA CHINESE FIST ACHE LACEeAi.K ELM COMMON NAME CALIFOF,NJA LILAC FLOII.EI< CAlsFET ROSE LEMONADE 6ERRY FUl<FLE TRAILING LANTANA 6El<KELEY SEDGE YANKEE f'OINT CAllFo;ll>IIA LILAC SIZE 24" eox 24" eox 24" eox 24" eox 24" 60X 24" 60X 24" eox 2411 eox 24" eox 24" eox 24" eox 24" eox 2411 60X 24" eox 24" eox SIZE S GAL. / S' Ot:. GROJF M, NOTED S GAL. / 2' Ot:.. S GAL. / S' Ot:. I GAL. / 3' 0.C. I GAL / 2' Ot:.. 1 GAL / 2' Ot:.. I 61AL. I 4' OC QTY 12 41 10 24 48 41 77 28 22 24 13 2 NOT ON FLAN 28 12 QTT 373 77S S71 C-D/ 38 RC RHAMNU& CALIFO!i:NICA 'HOUND SAlol E!RUNO' COFFEE6ERRY f.lY6. ; GAL. I 4' 0. . 2s11, C-D/ 38 C-D/ 38 F/38 F/38 LANT ANA OOLD MOUND A(;AFANTHUS 'TINKEReELL' ·: +: •: +: ·: +: ·: +: ·: +: SENECIO MANDRALl&cAE ++++++++++ +>+>+>+>+➔ LONICERA JAFONICA 'HALLIANA' (i()LD~LING LANTANA DWA;if VAl<k.'.ATED A6AFANT~5 6LUE FICKLE I GAL / 2' O.C. S0& 1 GAL. /18' O.C S FLATS FLATS / 1' OC. 3 FLATS FLATS i I' OC. S0 FLAT& TURFG>RA55 DETAIL &YM TURF GRASS -SOD 'LOW WATER' DWARF TALL TYFE FESCUE 6LEND CONTACT AGRONOTEC SEED CO. l-ll©l-8711,-311,~0 5 ECI ATION A6RONOTEC/QIJALITY TURF 'LOW-WATER' FESCUE eLEND SOD DWA~ 'TALL-TYPE' ClsEEFIN6 FE5CUE 61051-"lALE 4 INFILTRATION 6A51N PALETTE DETAIL 51'M 60TANICAL NAME/ VARIETY COMMON NAHE SIZE / SPACING QTY l/38 NA5ELLA LEFIDA HUHLENeEt.CilA l<IGIDA 'NASHVILLE' LEYMU& TRITICHOIDES ACHILLEA MILLEFOLIUM CAREX FRAEGRACILIS ARTEMISIA DOIJ6LASIANA DIANELLA TASMANICA 'SIL VER STREAK' FOOTl,IILL NEEDLE GRASS DEER C:!RASS WILD RYE eLUE FLAX LILY YARROW FIELD SEDGE CALIFOl<NIA MU61J/ORT SIL VER STREAK FLAX LIL HELICTOTRICHON 5EMFERVIRENS 6LUE OAT GRASS LOMANDRA LONGIFOLIA NY ALLA LM400 4' FOT. / 18' O.C. l,10S 4' FOT. / IS' OC. lf,I!; 4' FOT. i 12' oc. 2 I GAL. / 3' 0.C. I GAL. / 18' OC. 1,78!; I GAL. / IS' OC. 1,1S0 4' FOT. / 12' Ot:.. 3 4' FOT. / 18' OC. 840 4' FOT. / 18' OC. S80 I GAL. / 18' oc. 1,400 OMANDRA HYSTRIX TROFIC6ELL TROPIC 6ELLE I GAL. i 18' O.C. S80 DIANELLA 'LITTLE eECCA' LITTLE eECCA FLAX LILY 4' FOT. / 18' OC. S80 5ESLERIA CAERIJLEA eLUE MOOR GRASS 4' FOT. / 12' OC. 3 eOUTELC:UA GRACILIS 'eLONDE AMl61TION' 6LONDE AMelTION eLUE GRAMA 4' FOT. / 12' oc. 2 ~ CITY Olb' CARLSBAD ISHEETSI f-----------------------f-----t---+-----1----; ~ PLANNING DIVISION 44 ~=::::"::==========="====='. DAT[ JME INITIA_ [NGINEER OF WORK REVISION DESCRIPTION OTI kR Al-'PROVAL DATE INITIAL LANDSCAPE IMPROVEMENT PLANS FOR: RANCHO COSTERA PHASE 2 ON-TRACT PLANTING PLAN APPROVED ,~ 4-t:ll~::\\: -3-·Z-z--i1.,,, =>LA \JNING DAE OWN BY: ~A~C __ PROJECT NO. DRAWI\JG NO. CHKJ :JY: _JT __ CT 13-03 480-3M CITY APPROVAL L'ceVW"-'D'-B"-'Y-'--, ---====-l MATCR LINE SEE SREET 20 PROPERTY LINE // <TYP) . '\ / \ I / ~ r- I ~ \ i I I -i I j I I I I INSTiL AS SEFARAT ON • SET EN RW 4 POT A~LE I • r· TRRl1:1::fD AREAS (Tl PJ I I I ~ >-,,'. ~ '( -~ Rw ,o R ~e }~~~T~~l~S' LO! 22.J 6,118 51) Ff -7------ LO! 224 5350 SO FT RW----- ---------·-- MA TCR LINE SEE SREET 21 -r. £81 L'.43 6,008 SI) fl Ii SIDEWALK <TYP) , , LO! 243 5,299 SI) FT I LO! 244 ' 1 5 780 51) FT / • El<i"DJo A~1"'""rtt.~1.oi G¢v £!2-. i\-lecuc.l\ov r I • ' ;s10 sASIN I I I \ \ \ \\ \ . \ \ \ \. \ ~·. ';(. ----,---~-------------- .. /;:Y /. .///. .. /// // // ·. /\ .• // PLANT MATERIAL LEGEND TREE5 QT'!'. I 5FACING SU6JECT TO FUEL MODIFICATION STANDARDS IU-IERE AFFLICA6LE DETAIL A-6/38 0 A-6138 0 A-6/38 0 A-6138 0 A-6138 0 A-6138 0 A-B/38 0 A-B/38 0 A-6138 0 A-B/38 0 A·6138 0 A-6131l 0 A-B/38 0 60TANICAL NAME I VARIETY G!JE~US AGRIFOLIA Ai.6UTUS 'MARINA' AeiONIS 'JERVIS 6AY AFTER DAf<K' LAG.E'"5'1ROl"MIA FAURIEI 'TUSCARORA' ER1'060TRYA PEFLEXA 6RACHYCHITON FOFULNEUS MM.NOLIA G.RANDIFLORA 'LITTLE G.EM' MM.NOLIA CIRANDIFLORA 'ST. MARJ'' FLAT ANUS RACEMOSA 'BLOOD G.OOD' QUE~US VIRG.INIANA TA6E6UIA IMFETIG.IN06A LOPHOSTEMON CONFERT A LIRIOPENDRON TULIFIFERA MAGNOLIA 'DD. 6LANCHARD' CO11'10N NAME COAST LIVE OAK MARINA MADRONE AFTERDAJ;IK FEFFERM1NT TREE TUSCAl<Cli<A GRAFE MYRTLE 6RONZE LOQUAT 6OTTLE TREE LITTLE G.l"M MM.NOLIA ST. MARY MM.NOLIA UIESTE!iiN SYCAMORE ilOUTI-IEliiN LIVE OAK FR>K TRUMPET l'ReE 6Rl56ANE 6OX TULIP TREE BLANCHARD SOUTHERN MM.NOLIA SIZE 24" 6OX 24" 60X 24" 6OX 24" 6OX 24" 6OX 24" 6OX 2411 eox 24" BOX 24" 6OX 24" eox 24" 6OX 24" 60X 24" eox 24" 60X QT'!' 12 41 Ill) 24 48 41 11 28 22 24 13 2 NOT ON FLAN ......... ·· ........ T ··· ....... .. ......... ,, .... __ ,,_,,=t'.;BRI-ER st-1E+1N1a--1 =J ==--------/:::= ,~-~~-~==-~;;~;~~==~==-=;=~~==-~~;=~~~==-=.-:~f~l·~-==!:~~~,~~J=~=··~··· ~,,;~~;;;J~JJ+=,~~E·~-_ ... ~:._.~·~, F~=====-~-;~· I :,·· ..... . c:-=-······-7"7 ....... •··· · \.. ~-·_/ .. I,,< ..... \ /. ./ "./" y \✓ \/ , /, \ ff ' / \ /' \ ,,,' /' ,✓ ' ,ii/ '/ \ // /\ /.1, A-B/38 0 A-B/38 0 A-B/38 * FIST ACIA CHINEN5IS ULMUS FARVIFOLIA CHINESE FISTACHE LACEBAf<K ELM 24" BOX 28 24" 60X 12 \,''., -----f, ' I ~ w z _J =r l) I- <! L /' I I. ,:"' .· I I I , .. I :I <::. .. , I I HEET CROSS REFERENCES IRRIGATION SHT. 14 SREE+i~c+ 51-!EET 24="'=="'' .. /.•. /.,/ .. ~....,ARKWAY IMPROVEMENTS Pf:R F~AS!: I FLANS Dllt:i 48e>-3L <TYP) (2) 40' I I Undar;reund Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG 60' 120' I I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUILT" TITLE ____ _ REVIEWED BY: INSPECTOR DATE DATE C .... ..-,, i ?-/ ......- • \ · .. \v '._ \ \ \ \ \' I 5900 PASTEUR COURT SUITE 110 CARLSBAD, CA 92008 P60l 692-1924 www.lightfootpg.com SITE DESIGN LANDSCAPE ARCHITECTURE DESIGNED BY: ~P~A __ DATE: 03/20/2015 DRAWN BY: AC SCALE: AS INDICAFD PROJECT MGR.: J. TAYLOR JOB NO.: 1373.04.21 / \ .,"--i=>ARKWAY IMPROVEMENTS FER F~ASE I FLANS Dllt:i 48e>-3L <TYP) \ 6F<.OUND COVEF<.5 DETAIL SYM 6OTANICAL NAME I VARIETY COMMON NAME SIZE QT'!' C-DI CJF CEANOTHUS 'JULIA FHELF5' CALFOF!NIA LILAC & G.AL. I S' O.C 311)5 38 C-P/ FCR/ ROSA x 'NOASCHNEE' !'LOUER CAl<F'ET GRClJP Af, NOTED CD WHITE UNLE55 313 38 AS NOTED OTHER ROSE & a.AL. I 2' O.C. C-P/ RI RHUS INTEG.RIFOLIA LEMONADE 6ERR'l' S G.AL. I &' O.C 28& 38 C-D/ Af<CTOSTAFHYLOS BEAfiSE~i I a.AL. I 3' O.C. 38 AH UVA-UR5I 629 C-D/ LMF LANTANA MONTEVIDENSIS F\Jli:PLE TisAILING, I a.AL I 2' O.C. 119 38 LANTANA C-D/ CXF CAREX TUMULICOLA 6El'IKELEY 5EOOE I a.AL/ 2' O.C. 911 3ll F/38 CYF CEANOTHUS 'YANKEE POINT' Y AAKEE FOINT CALIFOl<NIA LILAC I a.AL. / 4' o.c 269 C-DI ~ RHAMNUS CALIFORNICA COFFEEBERRY HYl:l. & G.AL. I 4' O . 2% 38 'MOJND SAN BRUNO' C-DI LTG. LANT ANA OOLD MOUND OOLD TlsAILINa. I G.AL I 2' O.C. ws 38 LANTANA C-D/ Aa.AFANTHUS 'TINKEi.6ELL' DWAlif VARIG.AlED I G.AL. ~e,• O.C & FLATS 38 AGAP,1NTI-IU5 ++++++++++ SENECIO MANDRALISCAE F/38 + ,•.,. + .,.•.,. + .,.• + + •• + + + + + + + + + + + + + + + BLUE FICKLE FLATS / I' O.C. 3 FLATS I I• e e I e + + + + o~ogogo~o~o~o LONICERA JAPONICA F/38 QOQOOOOOOOOOO 'HALLI ANA' 0000000000000 ~~KLE FLATS 11' O.C. 9e> FLATS TUF<.F6F<.A55 PETAi SYM I s CIFICATION TUF<l" G.RASS -50D AC:iRCNOTEC/QUALITY TUF<l" 'LOW WATER' DWAF<l" TALL TYFE FESCUE 6LEND 'LOW-WATER' FESCUE 6LEND 5OD CONTACT Aa.RONOTEC SEED CO. I-B"I-B1b-3bS" DUJAf;!= 'TALL-TYPE' CREEPING FESCUE 6105Y'lALE 4 INFIL TF<.ATION 6A51N PALETTE DETAIL 5'1'M BOTANICAL NAME / VARIETY 1138 NASELLA LEFIDA MUHLENBERG.IA RIG.IPA 'NASHVILLE' LEYMU5 TRITICHOIDES DIANELLA CAERULEA ACHILLEA MILLEFOLIUM CAREX FRAEG.RACILIS ARTEMISIA DOuc.LASIANA DIANELLA TASMANICA 'SIL VER STREAK' HELICTOTRICHON SEMFERVIREN& LOMANDRA LONG.IFOLIA NY ALLA DIANELLA 'LITTLE BECCA' 5E5LERIA CAERLILEA 80UTELOUA a.RACILIS 'BLONDE AMIBITION' COMMON NAME FOOTHILL NEEDLE (;RA55 PEER G.RA55 WILD Rl'E l:lLUE FLAX LILY YARROW FIELD SEPG.E CALIFPl<NIA MLJc:;UIORT SIL VER STREAK FLAX LIL BLUEOATa.RA55 LM400 TROPIC BELLE LITTLE BECCA FLAX LILY BLUE MOOR G.RAS& BLONDE AM6ITION BLUE a.RAMA SIZE / SPACING QT'!' 4' POT. 118' O.C. 1,112:>S 4' POT. 118' O.C. l,,&I6 4' POT. / 12' O.C. 2 I G.AL. I 3' O.C. 3411) I G.AL. I 18' O.C. 1,18& I a.AL / 18' o.c. 1,1911) 4' FOT. / I2' O.C. 3 4' FOT. / I8' O.C. 8411) 4' FOT. / I8' O.C. 9811) I G.AL. I 18' O.C. 1,400 I G.AL / 18' O.C. S8(1) 4' FOT. / I8' O.C. 9811) 4' FOT. / I2' O.C. 3 4' POT./ I2' O.C. 2 [sH[Fr14 CITY OF CARLSBAD 1-------------------------t----t----ii-----ii----1 ~ PLANNING DIVISION l------------------------+---+----11-----11----l SIIEETS 44 1-------------------------J----t----ii-----ii----1 LANOSCAP£ IMPROVEMENT PLANS FOR: RANCHO COSTERA PHASE 2 ON-TRACT PLANTING PLAN • --------------------+----+--t-----t-----l 1-A_P_P_Ro_v_r:_o_~;:::J-->--~~~~--~ ~ <:r~ 8tl~:±t ";·Z'Z·l<,a PLAN\.!ING OWN BY: ~A=C __ PROJECT NO. DRAWING NO. CHKD :lY: _JI __ CT 13-03 460-31/ OTHF~ APPROVAL CITV APl-'ROV/\L -:;,,vwo BY: \ ~-----! ,,: \ \ HEET CROSS REFERENCES IRRIGATION SHT. 15 S~EE1'~EE+ 51-!E:ET 25 \ ' I I ' f-L-__ "/4 ,, ' ... '!Cr-- 0 40' I I Undargrclunc' Srrfce Alert Call: TOLL FREE 1-800 227-2800 TWO WORKll>IG DAYS BE:FORE YOU DIG B0' 120' I I APPROVED FOR IRRIGATION AND PLANTING ONLY, ~NCLUDING PRECISE LOCATION OF PLANTING AREA 22 "AS BUILT" TITLE _______ _ DATE REVIEWED BY: INSPECTOR DATE ., ' ' -' J ! ,-•~•~-Y.,,/ ' J ! ·- 5900 PASTEUR COURT SUITE 110 CARLSBAD, CA 92008 (760) 692-1924 www.lightfootpg.com SITE DESIGN LANDSCAPE ARCHITECTURE DESIGNED BY: -'-PAc__ __ DATE: 03/20/2015 DRAWN BY: AC SCALE: AS INDICArD PROJECT MGR.: J. TAYLOR JOB NO.: 1373.04.21 I I I I I ~ --1 PLANT MATERIAL LEGEND TRf;I;:, QT'!'. l SPACINC; SU6JECT TO FUEL MODIFICATION 5TAI\IDARD5 WHERE APPLICA6LE DETAIL SrM A-6/38 0 A-6/38 0 A-6/38 0 A-6138 0 A-6/38 0 A-6/38 0 A-6/38 0 A-B/38 0 A-B/38 0 A-6/38 0 A-6/38 0 A-6/38 0 A-6/38 0 A-B/38 0 A-6/38 0 A-6/:l8 * 60T AN I CAL NAME / V ARIETT QUEF!CUS AC;;!IFOLIA AR6UTU5 'MARINA' MiONIS 'JERVIS 6AT AFTER DARK' L4GER5TROEMIA MURIEi 'TUSCARORA' ERT060TRTA DEFLEXA 6RACHTCHITON POPULNEU5 MAGNOLIA GRANDIFLORA 'LITTLE GEM' MAGNOLIA GRANDIFLORA 'ST.MART' PLAT ANUS RACEM05A 'BLOOD GOOD' GIUERCU5 VIRGINIANA TA6EBUIA IMPETIGIN05A LOPHOSTEMON CONFERT A LIRIODENDRON TULIPIFERA MAGNOLIA 'DP. 6LANCHAi.D' PISTACIA CHINEN&IS ULMU5 PARVIFOLIA ~ROUND c.ovei;c.s DETAIL C-D/ 38 C-D/ ;l8 C-D/ 38 C-D/ ;l8 C-D/ 38 C-D/ 38 F/38 C-D/ 38 C-D/ 38 C-D/ 38 5TM CJP FCR/ CD RI AH LMP CXP CTP RC L TC. 60T AN I CAL NAME / VARIETY CEANOTHUS 'JULIA PHELP5' ROSA x 'NOA5CHNEE' I.IIHITE UNLE55 A5 NOTED OTHER RHU5 INTEGRIFOLIA ARCT05TAPH"l'L05 UVA-UR5I LANTANA MONTEVIDENSI5 CAREX TUMULICOLA CEANOTHU5 'T ANKEE POINT' ~AMNU5 CALIFOl,t,IICA 'MOUND SAN BRUNO' LANT ANA C.OLD MOUND AGAPANTHUS 'TINKER6ELL' Fi,8 ,:,:,:,:<+:<<<< SENECIO MANDRALISCAE ++++++++++ ·········· F/38 TUi;c.F6AA55 COMMON NAHE COAST LIVE OAK MARINA MADRONE AFTEROAS<K PEFFERMNT TREE TU5CARORA CRAPE MYRTLE ElRONZE LOQUAT eoTTLE TREE LITTLE GEM MAGNOLIA ST. MART MAGNOLIA WESTEl,t,I SYCAMORE SOUTHERN LIVE OAK PINK TRUMPET TREE BRl56ANE eox TULIP TREE BLANCHARD SOUTHERN MAGNOLIA CHINESE Pl5T ACHE LACE6Ali!K ELM COMMON NAME CALA'OFiNIA LILAC FLOJJEI< CARPET l<C$E LEMONAPE 6El<l<T 6EAR6Ei<isY Rli.FLE TRAILING LANTANA 6Elil<ELEY 5EDGE T ANKEE F'OINT CALIFOl<NIA LILAC SIZE 24" eox 24" eox 24" eox 24" eox 24" eox 24" eox 24" eox 24" BOX 24" BOX 24" BOX 24" BOX 2411 60X 24" eox 2411 60X 2411 eox 24" eox 5IZE S GAL. / &' O.C ~FM NOTED 5 GAL. / 2' 0.C. S C.AL. / S' O.C I C.AL. / 3' O.C. I C.AL I 2' O.C. I c.AL I 2' O.C. I C.AL. / 4' O.C QTY 12 41 24 48 41 11 28 22 24 13 .,4 2 NOT ON PLAN 28 12 GITT 285 ,,~ ~,, COFFEE6ERRT H"l'B. S C.AL. / 4' O . 2% C.OLD TRAILINCi LANTANA DWAl<f YAl<lc.ATED AGAPANTHU5 BlUE PICKLE JAPANESE HCNE"l'5UCKLE I c.AL / 2' O.C. WS I GAL. /18' O.C S FLATS FLAT&/ I' 0.C. 3 FLATS FLATS/ I' 0.C. W FLAT& DETAIL 5YM I 5PECI ATION TURF GRASS -&OD MRCNOTEC/QUALITT TURF 'LOW WATER' DWAAf TALL TYPE FE5CUE BLEND 'LOW-WATER' FE5CUE 6LEND 50D CONTACT AGRONOTEC SEED CO. I-Wl-816-31:/30 DWAFf 'TALL-TYPE' CREEPING FESCUE BIOSViALE Ii INFIL TR.ATION BASIN PALETTE DETAIL SYM 60TANICAL NAME/ VARIETY COMMON NAME SIZE / 5PACINc. GIT'!' l/38 NA5ELLA LEPIDA MUHLEN6ERGIA RIGIDA 'NASHVILLE' LErMUS TRITICHOIDE5 ACHILLEA MILLEFOLIUM CA REX PRAEGRACIL 15 ARTEMl5IA DOUC.LASIANA DIANELLA T A&MANICA 'SIL VER STREAK' FOOTl-4ILL NEEDLE GRA55 DEER C.RA&S WILD RTE 6LUE FLAX LILT TARROI.II FIELD SEDc.E CALIFORNIA MUGWORT 5IL VER STREAK FLAX LIL HELICTOTRICHON 5EMPERVIRENS 6LUE OAT GRA55 LOMANDRA LONC.IFOL IA NT ALLA LM4il>0 OMANDRA HTSTRIX TROPIC6ELL TROPIC SELLE 4' POT. I 18' O.C. 1,105 4' PCT./ 18' O.C. l,E,IS 4' POl / I2' O.C. 2 I C.AL. / 3' O.C. 340 I C.AL. / 18' O.C. 1,185 I C.AL. / 18' O.C. I,IW 4' PCT./ 12' O.C. 3 4' POT./ I8' O.C. 840 4' POT. I 18' O.C. ~80 I C.AL. / 18' O.C. 1,400 IC.AL. I 18' O.C. DIANELLA 'LITTLE BECCA' LITTLE BECCA FLAX LILT 4' POT./ 18' O.C. 98€> 5E5LE!<IA CAERULEA 60.ITl:LOUA GRACILIS '6LONDE AMISITIOIJ' 6LUE MOOR c.RA55 4' POT. i I2' O.C. , 6LONDE AMBITION 6LUE GRANA 4' POT. / 12' O.C. 2 fsHITrl CITY OF CARLSBAD ISHEETSI f-----------------------+---+----1----1----l ~ PLANNING DIVISION 44 ~===-===============::::::..'::=~ LANDSCAPE IMPROVEMENT PLANS FOR: ENGINEER OF WORK REVISION JESCRIPTION OTHER APPROVAL CITY APPROVAL RANCHO COSTEl?A PHASE 2 ON-TRACT PLANTING PLAN PLANNING OWN BY: ~A=C __ CHKD av: -"JT __ RVWD 3Y: PROJECT NO. CT 13-0j DATE DRAWING NO. 480 ,. 3tv J..{) N t- ill ill =r U) - -----=----i2, ill ill (J) ill z _J £;~··· .. ··1 . I I ;"'' ·1;1 I I I I I I I I .. . HEET CROSS REFERENCES IRRIGATION SHT. 16 PLANTING SHT. 26 :11 ) • i .·' . '• . . i' J . t ( I . ----i . I : I r 1' !310 BASIN,/ , .,-.----;::c,:,;=a=,r;;c-""iT;--TC;-;;-, I 1 I FALETFE 'A' IMPROVEMENTS FER . F~ASE I PLANS Dll.l'.:i 480-3L /'/ ---- .. ,;'! ···~~~· ... •---... , . ,, . . .. ,., . ._., .. , ........ ···--·•······ i -- . .... . ---=-··=··~1 LIMIT OF IMPROVEMENT --- PER ECR WIDENING; PLAN& Dll.l'.:i 411-ibL 40' Bel' I r -·---- 120' I 28J,J9/ SO FT .. --··--- !['.',.,.,.,-- "AS BUILT" TITLE ------DATE _,,,,/' MATCl==I LINE SEE 5~EET 23 f'A~WAY IMPROVEMENTS FER -<::: , F~ASE I FLANS Dll.l'.:i 480-3L --= = =i I . I . I I ! ' ' \ ; I I . I I I I '\ \ 's;f- N t- ill ill =r U) ill ill U) ill z _J -------. -~ --~---a.,-.. -=r 0 t- REFER TO EL CAMINO REAL FLAN SET ~411-ibL FOR IMPROVEMENT --PLANNING 5900 PASTEUR COURT SUITE 110 CARLSBAD, CA 92008 {760) 692-1924 www.lightfootpg.com SITE DESIGN LANDSCAPE ARCHITECTURE <t r [sHET1 CITY OF CARLSBAD ISHEETSI ~--------------------j----,--1-1--~ PLANNING DIVISION 44 l---------------------t-,-,1,- LANDSCAPE IMPROV£M£NT PLANS FOR: RANCHO COSTERA PHASE 2 ON-TRACT DESIGNED BY: PA DATE: 03/20/2015 DIANliZ'"'I"' DI AN DRAWN BY: A~C ~-SCALE: AS INDICATED 1------------------t--l-li-l~ Tl.. IVV Tl.. Call: TOLL FREE 1-800 227-2600 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA PROJECT MGR.: J. TAYLOR JOB No.: 137c.04.21 ;:=I A=::=p="'p="'Rccoccv=::=E==:=D=:=====~\===========i1 ~--------4----____________ 1 _11_11 11 ~q-l::\\2t-;.-z'2-_-i.., 1------------------------t---,-,--i-l ------''-"--=..,,"-'------'-~~~---DAT[ PLANNING 1--------------------i REVIEWED BY: OWN BY: PROJECT NO. DRAWING NO. DATE DATE INITIAL DArE INITIAL INSPECTOR DATE JAMc R.LA: 2961 ENGINETR or WO~K REVISION DESCRIPTION CHKlJ dY: RVWD 9Y: JT Cl 13-03 480-3M DTHrn APPROVAL CITY APr'ROVAL TWO WORKING DAYS BEFORE YOU DIG / ' HEET CROSS REFERENCES IRRIGATION SHT. 17 ,i / / / ./ f ,/ ' ' LOT !J 6,586 SQ FT ' LOT 12 10,995 SO FT LOI 14 9,105 SO FT ./ / / .......,,__EX15TINC. WATER EASEMENT TO BE ABANDONED 4 'QUIT CLAIMED' BY CITY OF CARLSBAD FER RANCi-1O COSTERA FINAL MAF 0 i 40' I Call: TOLL FREE 1-800 227-2800 lWO WORKING DAYS BEFORE YOU DIG I --IMFROVEMENTS FE!i:! FI-IASE I FLANS DUJ'.:i 460-3L <TYF.! LOI 22 11,188 SO IT FROFERTY LINE <TYF.! I I LOT 5 6,525 so FT I I I LOT 4 5,000 so rr I I LOT J I ! I I LOT 2 ,' PLANT MATERIAL LEcSEND TREES QTY. I SPACING 5UeJECT TO FUEL MODIFICATION STANDARD& WHERE APPLICABLE DETAIL 5YM 60T ANICAL NAME / YARIETT COMMON NAME SIZE A·B/38 0 QUERCUS AGRIFOLIA COAST LIVE OAK 24" BOX A-B/38 0 AR6UTU5 'MARINA' MARINA 24" BOX MADRONE A-B/38 0 AGONIS 'JERVIS BAT AFTERDAoiK AFTER DARK' FEFFElil'IINT TREE 24" BOX A-B/38 0 LAGER&TROEMIA FAURIEI TUSCARORA 'TU5CARORA' CRAPE MTRTLE 24" BOX 0 ER'l'060TRTA A·B/38 DEFLEXA BROl-lZE LOQUAT 24" BOX A-B/38 0 BRACHTCHITON POFULNEU5 BOTTLE TREE 24" BOX A-B/38 0 MAGNOLIA C!RANDIFLORA LITTLE GieH 24" BOX 'LITTLE GEM' MAGNOLIA A-B/38 0 MAGNOLIA GRANDIFLORA ST. MARY 2411 eox '&T. MARY' MAGNOLIA A·B/38 0 PLAT ANU& RACEM05A WESTaiN 'BLOOD GOOD' 5TCAMORE 24" eox A-B/38 0 QUERCU5 YIRGINIANA 5CUTHERN 24" BOX LIVE OAK A·B/38 0 TABEBUIA IMPETIGINO&A Pit-I<: TRUMPET TREE 24" BOX A·B/38 0 LOFH05TEMON CONFERT A BRl56ANE eox 24" eox A-B/38 0 LIRIODENDROl-l TULIP TREE 24" BOX TULIPIFERA A-B/38 0 MAC,NOLIA 'DO. 6LANCHARD' BLANCHARD 5CUTHERN 2411 190X MAGNOLIA A·B/38 0 Pl&TACIA CHINEN5I5 CHINESE Pl5TACHE 24" BOX A·B/38 * ULMU& PARVIFOLIA LACEBARK ELM 24" BOX C:S,ROUND COVERS DETAIL &YM BOTANICAL NAME I YARIETT COMMON NAME SIZE C·D/ CJP CEANOTHU& 'JULIA PHELP&' CALl~IA LILAC S GAL. IS' OC 38 C-D/ FCR/ ROSA x 'NOA5CHNEE' WHITE UNLE55 FLOWER CARPET GROUFASNOTED 12 41 10 24 48 41 11 28 22 24 13 2 NOT ON PLAN 12 QTT 305 313 I 5,000 so FT I I 5,010 so FT I ED 38 A5 NOTED OTHER l<OSE S GAL. I 2' OC. C-D/ RI i.1-11.15 INTEGRIFOLIA LEMONADE BERRY S GAL. / S' OC 285 B0' 120' i I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. FUTURE REC. AREA FI-IASE 3 FLANS "AS BUILT" -· -~--------~------- TITLE ___ _ DATE REVIEWED BY: INSPECTOR DATE ,,,~ L~ . V ~~~-,µ,_ ,~~' DESIGNED BY: -'--PA'-'----DATE: 03/20/2015 DRAWN BY: AC SCALE: AS INDICATED PROJECT MGR.: J. TAYLOR JOB NO.: 1373.04.21 I I I I \ \ 38 C·D/ AH ARCT05TAPHTL05 BEARBE~'l' I GAL. / 3' OC. h29 38 UVA-UR&I C·D/ LMP LANTANA MONTEVIDEN&IS F'IOO'LE TRAILING IGAL 12' OC. 119 38 LANTANA C-DI CXP CAREX TUMULICOLA BEl'!<ELET SEOOE I GAL/ 2' OC. 911 38 f/38 C'l'P CEANOTHU& 'T ANKEE POINT' YANKEEFOINT CALIFOFiNIA LILAC I GAL. I 4' OC 2h9 C-D/ RC RHAMNU5 CALIFOl'!NICA COFFEEeERRY HTB. S GAL./ 4' o .. 29& 38 'MOUND &AN BRUNO' C·DI LTG LANT ANA GOLD MOUND OOLD TRAILING 38 LANTANA I GAL I 2' 0.C. 905 C·D/ AGAPANTHU& 'TINKER6ELL' DWAlif VARIGATED I GAL. 118' OC 38 AGAPANTHU& S FLAT& . ' ' + + t • ' ' ' ' ' &ENECIO MANDRALl5CAE f/38 +e++++++++ BLUE PICKLE fl.AT& I I' O.C. 3 fl.AT& ++++++++++ <+++++++•+ • + • + • + • + + + ugogogogogogu LONICERA JAPONICA ~~Kl.E f/38 0000000000000 'HALLIANA' FLAT& / I' OC. WFLAT& 000000000{)0{)0 TURFGRAS5 DETAI 5YM T s CIFICATION TURF GRAS& -SOD AGl<ONOTECIQUALITY TURF 'LOW WATER' DWARF TALL TTPE FE5CUE BLEND 'LOW-WATER' FESCUE BLEND &CD CCNTACT .¼RCNOTEC SEED CO. I-Wl-81<!,-3h90 DWAlif 'TALL-TYPE' Ci<EEPINGt Fl:SCUE 6IOSll'IIALE 4 INFILTRATION 6A51N PALETTE BOT AMI CAL NAME / V AAIETY NA&ELLA LEPIDA MIJ.ILENeE..:.IA RIGIDA 'NASHVILLE' LEYMUS TRITICHOIDE5 DIANELLA CAERULEA ACHILLEA MILI.EFOLIUM CAREX PRAEGRACILIS ARTEMl&IA DOUGLA&IANA DIANELLA TASMANICA 'SIL VER STREAK' COMMON NAME FOOrnlLL NEEDLE Gil<AS& DEER GRAS& WILD RTE BLUE FLAX LILT YARROW FIEI.D &EDGE CALIFOl'!NIA MLIGWORT SIL VER STREAK FLAX LIL HELICTOTRICHON 5EMPERVIREN5 BLUE OAT GRA55 l.OMANDRA l.ONGIFOLIA NY ALLA LM400 OMANDRA HY5TRIX TROPICBELL TROPIC BELl.E SIZE / &PACING QTY 4' POT. I 18' OC. 1,105 4' POT. I 18' OC. l,6IS 4' POT. I 12' O.C. 2 I GAL. I 3' OC. I GAL. I 18' OC. 1,785 I GAL. / 18' OC. l,IS0 4' POT. I 12' 0.C. 3 4' POT. I 18' OC. 840 4' POT. I 16' OC. S80 I GAL. I 18' O.C. 1,400 I GAi.. I 18' O.C. DIANELLA 'LITTLE eECCA' LITTLE BECCA fl.AX LIL 'l' 4' POT. I 18' OC. SW 5E5LERIA CAERULEA BOUTELOUA (;RACILIS 'BLONDE AMI6ITION' BLUE MOOR GRA&5 4' POT. I 12' O.C. 3 BLONDE AMBITION BLUE GRAMA 4' POT./ 12' O.C. 2 fsHFEil CITY OF CA.RLSBAD SIIE[TS 44 1------------------------+---+---l---l----l ~ PLANNING DIVISION :====-=============='-'==~ LANOSCAPE IMPROVEMENT PLANS FOR: l?ANCHO COSTEl?A PHASE 2 ON-Tl?ACT PLANTING PLAN , -----------------------11-----+--+---+-----1 I A_-P_P_R_o_v_E_D_-'--_.lit__,'---11---=µ=-e--w~-, /<t,;,-&v k -t;:H ~JI ?LANNING DAE OWN BY: ..cAco.C __ =ROJECT NO, DRAWING NO. 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J ~ I 5~EET KE"f' 0 100' I I 200' 300' i i DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA v-4ALL $ FENC.E LEGEND 5TM DESCRIPTION USE ZONE DETAIL &FLIT FACE BLOCK WALL FROFERTY WALL A,B/4I MATCl-4 LINE seE 51-4EET 28 -··-··-··-··-ORNAMENT AL IRON FENCE PROPERTY VIEW FENCE C/42 ENTRY GATE 'D' ENLARGEMENT 4 <TYF) 11 <TYF) WT J45 ~ OPEN SPACE" /,NU/If ~/7 22 ' <TYF) <TYF.) 13 DEVELOPERS NAME: ____________ _ ~----------------i ADDRESS: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA TELEPHONE: ______ _ DATE PLAN PREPARED: __________ _ BY: _________________ _ I / I ) 5900 PASTEUR COURT SUITE 110 CARLSBAD, CA 91008 P60) 692-1924 www.lightfootµg.com SITE DESIGN LANDSCAPE ARCHITECTURE DESIGNED BY: PA DATE: 03/20/2015 DRAWN BY: AC SCALE: AS l~DICATED PROJECT MGR.· o TAYLOR JOB NO.: 1373.04.21 WORK: 18 <TYF.) \ \ i \ l \ 3 <TYF) G'J -·-·-·-·-·-·- -,-,-,-,_ 111111111111111111 ••••• Ill! Ill! 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ORNAMENT AL IRON TRAF FENCE TRANSITION POINT OF 42' BLOCK I IRON TRAF FENCE SFL IT FACE BLOCK WALL 24' CHEEK BLOCK WALL SPLIT FACE FINISH BLOCK ORNAMENT AL IRON GiA TE 12-30-15 FENCING REv1s10Ns ~ c·.l'I'Y OF CARLSBAD ~ 1-10-16 FENCING REVISIONS t----+------1~~~~~~~~~~~~------+---+------11-------1---1 0 PLANNING DIVISION 4 ~=:'..==:========='-'===~ LANDSCAPE IMPROVEMENTPLANS FOR: RANCHO COSTERA PHASE 2 ON-TRACT FENCING EXHIBIT APPROVEJ ,a\ {q--~\\~1\-r,. z Z ·C <,::, . ~P:::L::AN::N::IN=G::::::=:::===:;-;:::==========:;-,;:=--=--=--=-JA=T=E====~ DAT[0 7-ftz:,>;cc=-t--:;-;c=--t--------------------t-=::---t-=:c:--t--=-:c:::---t-=-:=--1 DWN BY: ~A~C __ --.../-./'.--'4LU'--'------=-,....:..:L:.:.A_2..l9_6..:1--'-DATE INITIAL DAIE INITIAL DATE INIIIAL CHKU BY: ~oT~-- PRO~ECT NO. DRAWI\IG ND. ' · · .: ENGINEER OF WORK REVISION DfcSCRIP 1·10N OTHF.R APPROVAL CITY APPROVAL RVWJ BY: CT 13-03 480-3v1 SHEET .KEY J;r:2,;;;;c;1:1"'"''' 5f-!EET 31 PUBLIC TRAIL WALL RETURN ON PRIVATE LOT (Wl-lERE OCCURS (Typ) I I '1 I I I \ j ! j I 1i1 i I I I I ! \ \ \ \ \ \ ~\ \ \ • \ GATE ACCESS KIOSK \ \ I / ) ,___,, I , ' GATE OPERATOR--~ BY OTf-!ERS I I I (TYP) I I I DECORATIVE DOUBLE I 10' I Call: TOLL FREE 1-800 227-2800 TWO WORKING DAYS BEFORE YOU DIG I 20' 30' I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA I I I , "AS BUILT" TITLE _______ _ REVIEWED BY: INSPECTOR SIGN MONUMENT I i ! ; I ,, I I I I, I I l I I I I I I I • I i 1./ I I I 10/30 VIEW FENCE (TYP) / '/ (. '--1 I I I I / ' VEf-llCULAR ENTRY , i GATE ELEVATION I DATE DATE I J I ' DECORATIVE GATE PILASTER (TYP.J / / / SPLIT FACE BLOCK WALL (Typ.J " I I / / / / I I /DECORATIVE / / / PEDESTRIAN GATE / (TYP. EA. SIDE) DECORATIVE GATE PILASTER (TYP) DECORATIVE GATE COLUMN / / / 5900 PASTEUR COURT SUITE 110 CARLSBAD, CA 92008 {760) 692-1924 www.Jightfootpg.c□m SITE DESIGN LANDSCAPE AACHITECTUAE DESIGNED BY: ~PA'--_ DATE: 03/20/2015 DRAWN BY: AC SCALE: AS INDICAIEJ PROJECT MGR.· c TAYLOR JOB NO.: 1373.04.21 7- ~--WALL RETURN ON PRIVATE LOT (Wf-!ERE OCCURS (TYP) " " " '," " " " "J f---------------+--l------1----l----l ~ CITY OF' CARLS BAD ISHEETSI l_U PLANNING DIVISION 44 1------------------------11-------1---+-----l.-----1 LANOSCAP£ IMPROV£M£NT PLANS FOR: RANCHO COSTERA PHASE 2 ON-TRACT ENTRY GAT£ ~' £NLARG£0 PLAN , -----------------------1----+---+-----l.-----1 1-.A ·LA_P_'PN 1 _RN8_o_v_E_c _,__w~_-_} _ __.___---=._._..,021.:L___ r-~ ' f (..'-----'<., "I . c.l \ -r11:\:: DATE CATE DA ff I~ ITIAL DArE INITIAL FNGIN:':::=::R OF WORK REVISION DESCRIPTION OTHER APPROVAL , CITY APPROVAL cwr-.: BY: _r,:AC~_ CHKD BYc =JT __ I RVWD BY: PRQJECl NO. CT 13-03 DRAWl!\JG NO. 480-3\~ f----\/ / ------· / / / I / I / I / ! ! / I i / ----- WALL 4 FENCE TRAN61TION COLUMN AT PROPERTY COfsNER I I I (· I FENCE <TYP.J \ ) ,"-, , I . I I /-I / \ / I I I •~, "•, 'o, ·,, '·,, ' ---,, s 'o,• ', o,, ,, EHICULAR ENTRY GATE ELEVATION , I I , ~--GATE OPERAT¢R 6Y OTHER6/' <TYP) , / --/ , I i / ~-/~~ ~j , I , I , I , I I / / / / I I / • ·, ··•. '· .,, •-""' /I ~ / --~ / ~ --. / ·"-- > '"' DEC RATIVE GATE ••~ "-. C9LUMN ••~ / "-."-. / DECORATIVE ,~ / PEDE6TRIAN GATE •~ ,/ <TYP. EA 61DE! •~ •·.'\_ '"' DECORATIVE GATE PILA6TER <TYP.J ·•·-~ ,_ • i I • I I , VEHICULAR GATE , I \ \ OfsNAMENTAL IRON i / i / i / i I ,/ I / ! LOT 67 ~ !! 7 SF 61DEWALK <TYP) WALL RETUFsN ON PRIVATE LOT (WHERE OCCUR6 <TYP.J 101 I Ctll: TOLL FREE 1-800 227-2600 / 20' I I I I I / / / / / j I ' I I i / j / /1/§f'@§d/ / / I --- 30' I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING TWO WORl<lNG DA¥5 BEFORE YOU DIG AREA j I . I ; I I , I I I I I I I ~I , :;s-··7 --•---------cf I y-.-.. ........ "~ I 1 / !;r! / ~i // cS i , CT ------' --/ ----- "AS BUILT" TITLE ______ _ REVIEWED BY: INSPECTOR I , I I I I / I , I -------- , I , I , / ----- I I / / --------- / - / / I / / / I / I I I I I I I I I I I FENCE <TYP.J 6PLIT FACE WALL <TYP.J LOT 68 !~ 688 SF GATE ACCE66 KIO6K NEIGHBORHOOD 61GN MONUMENT /,/ (; f I I I I I / I I I f I I , I I I I I I f I I I : I I I I I I i I I I f I I I i I : I I I /// LC 5 ~--WALL RETUFsN / / I I f I ON PRIVATE LOT (WHERE OCCUR6 <TYP.J I . i I ' I I f I I I --! I -, i I i-1-- ~~--~------7 -----' I -------·--~ r- --- I DATE DATE mE -rMif/M~J GRDUP --PLANNING 5900 PASTEUR COURT SUITE 110 CARLSBAD. CA 92008 (7601 692-1924 www.lightlootpg.com SITE DESIGN LANDSCAPE ARCtilTECTURE DESIGNED BY: ~PA~_ DATE: 03/20/2015 DRAWN BY: AC SCALE: AS IN)ICATED PROJECT MGR.: J. TAYLOR JOB NO.: 1373.04.21 ~ATE,-Z,.,/1· JAMES R.L.A: 2:961 ------------------ f-----------------l-----1-----1---1----J ~ CITY OF CARLS BJ-\D ISHC:ETSI ~ PLANNING DIVISION 44 f---------------------1----+-----1---_)__..-_j DAIE DATE 1\JITIAL [NGINEER OF WO~K R[VISI0N JC:SC'\IPTIDN orn::~ APPROVAL CITv APPROVAL LANDSCAPE IMPROV[M[NT PLANS FOR: RANCHO COSTERA PHASE 2 ON-TRACT ENTRY CAT£ '8' ENLARGED PLAN APPR0VfcJ ,~ • -------""=~='_)_'-::::-1...:-~t~\ c:,,.QU___ > · '2.2 -i~ ?LANNING CATE DWI\ BY: ~AC~_ p;:;;Q,...EGl NO. DRAWING 1\0. CHKD BY: =.,T __ CT 13-03 460-31v ;;,,vwo BY: 264 J8 SF WALL RETURN ON PRIVATE LOT <WHERE OCCURS <TYP.J (TYP.J / / / / DECORATIVE DOUBLE / / -- ---- VEHICULAR GATE ___,-___,-___,- -- 0 10' I I Call: TOLL FREE 1-800 227-2600 1WO WORKING DAYS BEFORE YOU DIG 20' I WALL RETURN ON PRIVATE LOT <WHERE OCCURS <TYP.J 30' I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 'th, --"' -~ -~. TITLE REVIEWED BY: INSPECTOR ,, ' -"r I ' I NEIGHBORHOOD SIGN MONUMENT , I -,, ./" ------------ -,_ -' '-, ,_, ,, . ,.~-' ', -- ! ! \ \ II I : ' \ I I I I /,.: '\ I I / i' I I I , I / I ! I I ! I I -I I i :: f--/";1_/; //; _··::::~ l•·;li1 -'/ I --. I I L I J I I --•• ! I I r . 11 > -/ / / 7 /7• -----I // / .• ) /) -I // / ·. I /; .. _ I I ··c:i,,/ I I /'•i:,s~\, k / 1/ I . '-,~H;_ /4 / • /-''jf' -,_ I \k\,f ··•; 1/ /-7 ;° _/1 I /1/ II II I fl/ •. ···-// ,j ; I I / I -. ·•- ;f; i /// /; / / / // / / / / / :I I ,1/// I I // I :1/_1 I I // I ;j // // / // / -- ' I GATE ACCESS / // / / / /;/ I I // / / /// / KIOSK I ' I ' / ii ii t I ' I ' I "AS BUILr I ' I ' I ' I ' I ' ' I I I /; / / I/; I /I I I l /; / ;/ ; / I/; I // / / / /; / ll I I 1 1; I /f I I II i/ II ~ I I ,;· /1 I __ / I /1/ I I / // / /I I I / 1/ / / / / / // / ~ ,/( 1/ I / // / ·-•-.. "' "' / // / j '• "' / ,/ / j "',. "' }' I "··•_ /-/ ? '-s, i --.__ / ! ·,'-~ " / / ··-<,/ ! VEHICULAR ENTRY GATE ELEVATION ' \ \ DATE DATE \ ' 0 0 \ \ \ ,_ -·-... _ ... , REMOVABLEBOLLARD E <TYP. 9F'3! PEDESTRIAN TRAIL 4 SEWER \ ACCESS EASEMENT DECORATIVE PEDESTRIAN GATE <TYP, EA SIDE! DECORATIVE GATE PILASTER <TYP.J 5900 PASTEUR COURT SUITE 110 CARLSBAD, CA 92008 151DEWALK (T)".F.J ! < \ \ \ \ \ I ,, ,, \ ' ) ' ' I / / / / / .. ,1' ,,,.... I .......... f ____ ., ,, I .,.---------',J / / / / / / / / / _, _,, ,, ,, _, ,, _, _ _, THE _,-7 LIGHTFOOT ._ PLMINIMG ----GROUP j760) 692-1924 www.lightfootpg.com SITE DESIGN LANDSCAPE ARCHITECTURE ~ CITY 0~' CARLSBAD ISHEFfSI 1---------------------1----+-----ll----+-----I ~ PLANNING DIVISION 44 1-----------------------1--------l----11----+----I PLANNING DESIGNED BY: ~PA~_ DATE: 03/20/2015 DRAWN BY: AC SCALE: AS INDICAT[O 1-----------------------1--------l----l~--+----I PROJECT MGR.· J. TAYLOR JOB NO.: 1373.0,.21 F--WORK: -~~~µ~--~D~Al~E~~·~/7,.=--:--(i~-DA-lE------------------~D-AI-E~-,N-ITI_A_-+-D-AT-E-+-IN-ITIA-L~ R.LA: 2961 ENGINcER oF woRK R[VISIOI\ DlSCRIPTION OTHER APPROVAL CITY APPROVAL LANOSCAP[ IUPROV[M[NT PLANS FOR: RANCHO COSTERA PHASE 2 ON-TRACT ENTRY GATE 'C' ENLARGED PLAN ?L.A\NING DATE DWN BY: ~A~C __ :JRQJEC I NO. DRAWING NO, CHKC BY: ~JT __ CT 13-CJj 480-3M RVWJ BY: ----------- I I ------------- C1ATE ACCESS KIOSK ---- NE I '11-lBORf-lOOD ----Sl'1N MONUMENT --...__ ---10/30 VIE\ll'F-NCE <TYF) "' "' ~-----------_ __:S§)F~L~ITI__f!FA~C~E~B~L!:,!02!C2KS.-_"'@j~b"" --- WALL 41 -_ 0 10' 20' 30' - ·>~Are···· ==---=::.c__ OPERATOR BY OTl-!ERS <TYF) VEl-!ICULAR ENTRY C1ATE ELEVATION -------- / / / •. , • .,,..~••' __ ,. ,. -··· ,. ,. •" / / / / / / / / / 5900 PASTEUR COURT SUITE 110 CARLSBAD, CA 92008 l760I 692· 1924 www.lightf□otpg.com PLANNING SITE DESIGN LANDSCAPE ARCHITECTURE / I 1 I I "AS BUILT" DESIGNED BY: -'-'-PA'--_ DATE: 03/20/2015 DRAWN BY: AC SCALE: AS INDICM"D PROJECT MGR.· J. TAYLOR JOB NO.: 1373.04.21 lJnda9«md S8l'Vlce Al8ft Call: TOLL FREE 1-800 227-2600 lWO WORKING DAYS BEFORE YOU DIG APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA TITLE __ ~------DATE REVIEWED BY: INSPECTOR DATE I I I / / / / / I COLUMN DECORATIVE DOUBLE VEf-llCULAR C1ATE / I FEDESJR[AN C1ATE <TYF/EA: SIDE! / . ./ ,· 6EcORATIVE c-iATE Fll:'.AS TER <TYF.! I I I I I I I I I I /1/ / I I / / I / / / I / I I I I I I I I / / / / / / / / / / / / / I / \ / \, \ / / / / / CITY OF CARLSBAD ISHEETSI 1-----------------------1-----+---1------+----I PLANNING DIVISION 44 1----------------------1----+---1-----I----I LANOSCAP£ IMPROV£M£NT PLANS FOR: RANCHO COSTERA PHASE 2 ON-TRACT ENTRY GATE '[)' ENLARGED PLAN e----------------------1-----1----J.----l-----l rv..q;_\ ?{ -~\....;;:t\;: ~--z'l..-1...., I APPROVED /# ·,. f 1-----------------------1-----+---l------+----I =iLA~~ING DATr:: OWN BY: ~AC~_ :::iRDJECT NO, DRAWING NO. DATE CNGINF;:;:R OF WORK REVISIO~ DESCRIPTION DATE INI I IAL DAI E INITIAL OTHER APPROVAL CITY APPROVAL CHKD BY: ~JT __ RVWJ :JY: CT 13-03 48O-3M - ---·------------ r---·-·-··--,,----·····,,,., .... , ...... ,,,,,.. -----, COMMUNICATION WIRES TO CONTROLLER DECODERS,FD401 IN PVC DB CONDUIT INSTALLED AND CONNECTED FER DETAILS AND MFR. SPECS. ,,-----DB WIRE CONNECTOR, RAINBIRD DBTWC2B, AS REQ. ----PURPLE NF VALVE BOX WI LOCKING LID BRANDED 'RCV' ,,.-----IDTA6 •'::T:'"7ir---7::_"7"~"9-iic==:;Z-SOLENOID WIRES, I OF 2 FINISH GRADE/TOP OF MULCH 11 •••• ,,..,.~-FILTER FABRIC ~~~:.i.,--~/,,.\1,f'l-+-X----REMOTE CONTROL VAL VE afr'i+--FVC SCH 80 NIPPLE (CLOSE) 1Cv-i7""')----FVC SCH 4'1l ELL c-----r-iF~::;JllrJP~r"' PVC 5CH 80 NIPPLE <LENGTH A5 REQUIRED> ""'"'i'.....+i:li~~-,,<-BRICK <I OF 4) lt..;;;.....;;..,1;,x--5CH W NIPPLE (2-INCH LENGTH, HIDDEN> AND 5CH 4'1l ELL ,+---PVC MAINLINE FIFE \L_---------'b~~J::::=.>.1 --FVC SCH 4'1l TEE OR ELL DECODERS, SURGE PROTECTION, SENSOR AND TWO-WIRE FATH CONNECTIONS ---FVC SCH 4'1l MALE ADAPTER AND GROUNDING RODS SHALL BE INSTALLED FER MANUFACTURER DETAILS t SPECS. . ~--PVC LATERAL FIFE --3 INCH MIN. DEPTH OF 31,i" WASHED GRAVEL 5E DETAILS D4E, H 4 I FOR MULTIPLE VALVES. REMOTE CONTROL VAL VE FINISH GRADE OR L TOF OF MULCH 2' BELOW LID -- GREEN/YELLOW WIRE FROM L5F-1Uf TO S~&& CLAHF5 ON GROI.W~ ~ (1'YP) BLUE UJIRE FROM L&F-ITUl<F--_..,. GROUNDING ROD, 10 O.!MS ORLE&5 SCA! e N.T.5. LINE SURGE PROTECTOR: RAIN BIRD LSF-ITURF Ml'1l008 FIELD DECODER (WITHOUT LINE SURGE PROTECTION: FDl0ITURF) ----WHITE WIRE FROM FIELD DECODER (I OF 2) 1 _-_-_-~-_""Jr=--FURFLE NF VALVE BOX W/ LOCKING LID 3" MIN. HOT BRANDED FER FLANS DB WIRE CONNECTOR AND SOLENOID WIRE MASTER VALVE OR REMOTE CONTROL VALVE ,_.;.,...,,.--,i.... -· •• ,,r FVC MAINLINE MANIFOLD µ.1-.:::,::u.J .. · ..•. si 4" H11'1. DEPTH OF 3/4" Hl1'1US CRUSHED ROCK GEOTEXTILE FILTER FABRIC BRICK (I OF 4) &EE FLAN VIEW DETAIL l/b0 BLUE WIRE FROM FIELD DECODER TWO-WIRE CABLE TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR ESF-LXD CONTROLLER> COMMUNICATION WIRE TO NEXT DEVICE (FIELD DECODER, SENSOR SENSOR DECODER, LINE SURGE PROTECTOR OR ESF-LXD CONTROLLER> ---TWO-WIRE CABLE NOTES: I. L5F-ITURF SHOULD BE INSTALLED EVERY !;'1)0-FEET OR FOR EVERY EIGHT DECODERS ON TWO-WIRE FATH. 2. MAXIMUM LENGTH OF SECONDARY WIRE FATH (14 AWG) FROM DECODER TO SOLENOID 15 4!;0 FEET. 3 PLACE 3 FEET OF EXTRA UJIRE IN EVERY VALVE BOX FOR EASIER SERVICING. 4. RAINBlii<D FD-401TURF AND FD-b0ITURF FIELD DECODERS COME WITH BUILT-IN SURGE PROTECTION. FD-l01TURF, FD-102TURF AND FD-202TURF WILL REQUIRE SEPARATE L5F-ITURF SURGE PROTECTION MODULE. ® VALVE. Dfc.oDER CD TWO-WIRE DECODER CONTROLLER RAIN BIRD ESF-LXD IMPORT ANT NOTES, I. ALL UJIRE TO BE INSTALLED IN FVC DB-SERIES CONPUI 4 SCA! P: N.T .5. @ TWO-WIRE CABLE TO ESF-LXD CONTROLLER G) COMMUNICATION WIRE TO ESF-LXD CONTROLLER 0 SOLENOID VALVE OR MASTER VALVE (I OF 4) @ SOLENOID WIRE (I OF 8) ....,___.., @ DB SERIES WIRE CONNECTOR <TYF.> :::;;:::::==-----::r'=: 0 FIELD DECODER: RAIN BIRD FD-40ITURF Ml300b @ COMMUNICATION WIRE TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, OR LSF-ITURF IF MORE THAN &00' BETWEEN DECODERS> @ TWO-WIRE CABLE TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, OR LSF-ITURF IF MORE THAN !;00' BETWEEN DECODERS) @) GROUNDING ROD: Jg 0HM5 OR LESS 2. MAXIMUM LENGTH OF SECONDARY WIRE FATH (14 AWG) FROM FIELD DECODER TO SOLENOID 15 4:i0 FEET. 3. FD-401iURF COMES WITH BUil T-IN L5F-ITURF SURGE PROTECTOR. REFER TO LSF-ITURF WIRING DIAGRAM FOR 0 UNDING INSTRUCTION&. SEE DETAIL H /!;!;FOR ISOLATED REMOTE CONTROL VALVES WITH FDleil DECODER. I . PFC.ODER WiRlN6 IO VALVc5 ANO GQNJEOLLER. SCA! F: NT5 ~--------1'1l" ROUND VALVE BOX ,---------8" DIA. SC!-! 80 FVC FIFE ~~~i±tJ;=r=:::::::~7 ;E:::::::,t~G:-:::J=-----__..E!Fl~Nl~5H~GRADE -ri ,----11-F. ±,>±.,.,..._ ___ ISOLATION VALVE • ~j ' '° d n:r FER LEGEND -LINE SIZE .. ' . ' , • .. ,,• .. , .. ,.•,.·,.', •,,, o,Qi:, 3' CLR ! • • • ~ 'i--o:liQ? .. ,.,·•·'·•••, ••. '•,.,···,···,··· 0 c;Q&f O(b ' . ,'-;;6,! 0 ,· , . , o08o,?o0o , ,~.~~'": ' :,;,,,,,~ BRICK 5UFFORT - EACH CORNER CRUSHED ROCK - I CU. FT. ---PVC MAINLINE -REFER TO SPECIFICATIONS @ ISOLATION GATE YAL\IE SCALE: NT8 ,----------VALVE BOX ,---------12" DIA. SCH 80 FVC FIFE ~-----BALL VAL VE -FER LEGEND LINE SIZE 1 r--FINl5H GRADE -"T' TYF./ ·r+----FIL TER FABRIC ~--BRICK SUPPORT • FULL PERIMETER ---CRUSHED ROCK I CU FT. HIN. ,.---FVC UNION ~-FVC MAINLINE -REFER TO SPECIFICATIONS --------pvc MALE ADAPTER ® BALL VALVE E ,__ ____________________ ____,sc=-="'A""• e=--.,..,Nrs==--- r----rr~-·'6'',---,-----------~r..,,.,,(iJ,?O 0 ,00~8 d./J ROUND VALVE BOX ~}~ii~ y=~~-----ht10L'f_:·•_ QUICK COUPLER VALVE 1 FILTER FABRIC -...-,,1 ,.__...,,I c-------+-1-~;,..._ •4 BAR 24" LONG GAL. I 9, FIFE STAKE ,t,--,--r+ri .,-----++-"°"'0 ~,-BRASS NIPPLE lo>" MIN . LENC:;TH ,,-----t-,------,i--BRASS COUPLING J~:l\==-:;;;;-:::?'/=====§tBfj§J~ BRASS w DEG. '-' 0q, 0~ STREET ELL BRASS NIFFLE lo>" MIN. LENGTH l.,..,....-_.t'--BRICK 4 (TYF.> 0 Ck"----,--,~~0 '"""0=0 --SCH. 40 ':10 DEG. 0 STREET ELL 0 -~---0 --DRAIN ROCK II o oco FVC MAINLINE 0~0 NOTE, QUICK COUPLER VALVES SHALL BE OF A TYFE APPROVED FOR RECYCLED WATER USE ®i----=GIJ=l=C.:....;K:...;;C:;;..;:OUPL~=ER~V-=--AL:.....=.VE-=-=----------sc-A-,-e-N-.r-.s-. _ TY£ MASTER VALVE DECODER WATERTIGHT CONNECTORS ,..------IRRIGATION VALVE 1.D. TAG ~-VALVE BOX, 24" x I' DIA. WIRE COILS --FINIS!-! GRADE = 'i '-.. :, i···_.,_,,,_ i. -, :.: i'd:}l~t[o'~g, ,..------MASTER CONTROL VALVE • FER LEGEND ,..----FVC UNION (TYF) -LINE SIZE , , , o l 1==111u ° FVC MAINLINE ~1,.,.,,,.,.,,.,,,,,,,, ,,,,,',,, m 3" CLR o SEE LEGEND ,i '"" , , o 0 '";, ~~ ~ . 0 -SIZE FER FLAN •1:1f.:~1s}~q~~i~~~~~ ~~irt ~rJRlr1R , , ,.,.,., , , , , ,,.,.,.,., . ,,.,.,.,.,,. , CRUSHED GRAVEL 1 1 ' ,. •·cc CLEANED AND WASHED NOTE: ~~: ' ,~~----- I. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY A5 UNDl5TURBEDADJACENT SOIL. 2. VALVE BOXES 5HALL BE GROUPED TOGETHER wµERE POSSIBLE. 3. VALVE 130X SHALL BE 12' MINIMUM FROM ALL PAVED AREAS 0 MASIER VALVE A,---,---------SCALE: NT5 I ~-------FINISH GRADE OR TOF OF MULCH ,----------GREEN/YELLOW WIRE FROM 5D-2I'1JTURF TO GROUNDING ROD BRASS ,--------FURFLE NF VALVE 130X WI LOCKING LID -HOT BRANDED 'FS' ,---------::-,-,,::-c,----SENSOR DECODER: RAIN BIRD SD-21gTURF Mf30g9 SENSOR DECODER RED WIRE FROM SD-2l0TURF TO FLOW SENSOR PB SERIES WIRE CONNECTOR: RAIN BIRD DBTWC2B (I OF b) GROUND WIRE FROM SP-2JgTURF TO DB SERIES WIRE CONNECTOR (I OF 2! FLOW SENSOR WIRE (I OF 2) FLOW 5EN50R FVC MAINLINE FIFE ""f/6xi~~E~~~J::=;:~j BRICK (I OF 4) I A->---FILTER FABRIC 3-INCH MIN. DEPTH OF 3/4-INCH WASHED GRAVEL BLACK WIRE FROM 5D-210TURF TO FLOW SENSOR ~---BLUE UJIRE FROM SD-2l0TURF (I OF 2) __,~---TWO-WIRE CABLE (JACKETED> TO NEXT DEVICE (DECODER, SENSOR GROUNDING ROD CONTROLLER) -PLACE IN PVC DB-SERIES CONDUIT (TYF) ~-COMMUNICATION WIRE TO NEXT DEVICE (FIELD DECODER, SENSOR DECODER, LINE SURGE PROTECTOR OR E5F-LXD CONTROLLER) NOTES: I. MAXIMUM LENGTH OF SECONDARY WIRE FATH (14 AWG) FROM DECODER TO RELAY 15 4!;0 FEET. 2. PLACE 3-FEET OF EXTRA WIRE IN VALVE BOX FOR EASY SERVICING. .3. GROUNDING 5!-lOULD BE TO 10 Ol-!H5 OR LE55. ® FL~SENSOR © SPRIN6 CHECK VALVE &CAI e NT5 ,..-----FVC LATERAL SIZE FER FLAN ~,-JJ-.,.--j~~ GEOTEXTILE FILTER FABRIC ..___ BRICK SUPPORT -FULL PERIMETER ...._____ 3/4" MINUS CRUSHED DRAIN ROCK SCA! e l"=l'-0" ?"'IJJ&DJ ~io~Ls::g_r~~R9;0~~RT SUITE110 [SHEEf1 c=TY OF CARLSBAD 1S-EETSI GROUP !760)692-1924 www.lightfootpg.com 1-----+----+--------------1----+----+--+-----1 ~ PLANNING DIVISION L4 ~-----~::::::::::=::::::::::=. __ ~=:::::=~·:'•:NN:ING~..'..'.'":'":":'"N'.___L~AN:□s:c•:_eEA:Hc::""'.:"~TUR'.:..E -i::~-=-=-=i=~-=-=--=i~-=-=-=-=-=-=-=-=---_-_-_:_-_-_-_----=-=-=-=----_-_-_-_-_-_7-1-_-_-_--=1-~---_-_j_+ _-_-_----1-+-_-_-_--l-1 "AS BUILT' DESIGNED BY: _P~A __ DATE: 03/20/2015 DRAWN BY: AC SCALE: AS IND'cATlD f----+----+----------------1---t-----+---t---i LANDSCAPE IMPROVD,1£NT PLANS FOR: RANCHO COSTERA PHASE 2 ON-TRACT LANDSCAPE DETAILS ~ Sandee Alert Call: TOLL FREE 1--800 227-2800 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING PROJECT MGR.: J. -AYLOR JOB NO.: 1373.04.21 "ITLE ______ _ DATE REV:EwED 3Y l----+-----+---------------+-----11---+-----+----1[-AP_P_R_o_v_E_o~---+'~-~~~--I tz::.k J g, tl \_,3\-:: ~ . ~( Cc, ::,LANNING LlATE . OWN BY: ~AC~_ PROJECT NO. □~AWING NO. AE INI-IAL DATE INITIAL CHKD GY: =JT __ CT 1 j-03 480-3M AREA. INSPECTOR DATE 1'WO WORKING DAYS BEf'ORE YOU DIG ENGINEER OF WORK Rl::V,SION DESCRIPTION OTHER A0 PROVAL CITY APPROVAL RVWO BY, -------------------------- END LAY FEED :==, OUT ~ I I I I I I ..! I - I I I E __ -l,t( :,ml ._ f' "-. I" / ,_ - " r'--... "-. I j ~ REMOTE CONTROL VALVE WITH DISC FILTER AND PRV ED CENTER FE LAYOUT [Ffl PVC OR POLY SUPPLY HEADER TECHLINE START CONNECTION MALE ADAPTER TECHLINE TUBING LATERAL AIRNACUMN RELIEF vALvE -<PLUMBED TO TECHLINE AT EACH HIGH POINT! AREA PERIMETER PERIMETER LATERALS 2" n, 4" FROM EDGE BLANK TECHLINE TUBING ( CENTERED ON MOUND OR BERM PVC OR POLY EXHAUST HEADER PLUMBED TO PVC OR POLY LINE FLUSHING VALVE TECHLINE "END FEED" LAYOUT I I I I I I I I I ~ ' (LI' ~ ~ r---" ""- I y / V V I/ / I>' :01 I/ ;/ I . ,... - @ ~\__ ® DR~PLINE TYPIC.AL LAYOUT F--~------SCA• F: N.T.S. PVC EXHAUST HEADER MF FOL Y DRIFLINE TEE FITTINGS !TYPJ MANUAL FLUSH VALvE AIR RELIEF VALvE P SUBSURFACE POLY DRIP LINE PER PLANS (TYPJ REMOTE CONTROL A55EMBL Y PVC SUPPLY HEADER (CENTER FEED SHOWN! EDGE OF PLANTER/ FLATWORK PVC EXHAUST HEADER MF @ DRIPLINE LAYOUT -MfANDERIN6 PA 11 ERN SCA! F: NTS FRONT OF SIDEWALK SUBSURFACE DRIP TUBING !TYFJ r-lOTES: DETAIL LAYOUT 15 DIAGRAMATIC PLACE IN-LINE CHECK VALVES FER MANUFACTURER'S GUIDELINES INSTALL AIR-RELIEF AND FLUSH VALVES ON EA SYSTEM LAND SCAFE PARKWAY STRIP IN-LINE DRIP TUBE CHECK VAL VE W/ THREADED FITTINGS (TYP. ON EA LINE) PVC EXHAUST ------I-IEADER 1il LOU.ER SIDE OF RUN (TYP.! / PVC SUPPLY HEADER SET fil UPPER SIDE OF RUN !TYPJ BACK OF CURB ,.-4..---LONGITUDINAL SLOPE GRADE NOT TO EXCEED 4' FEET IN ELEVATION CHANCiiE BETU.EEN SUPPLY t EXHAUST HEADERS IN-LINE PVC CHECK VALvE !TYPJ LATERAL SUPPLY LINE DRIP VALVE A5SEMBL Y MAINLINE 5UFFL Y LINE @.......-=DR~IP-1LA~Y"""'OUT;z,..i_-P.wA!:....!l~=~Y_6RAD=~'=EN....,T ______ ac_a_, e-lt-e·-·=i-·--o-"- LINE FLUSHING VALvE PLUMBED TO PVC OR POLY T-r£..~'~Dt~m CONNECTION PVC OR FOL Y EXHAUST HEADER PVC OR FOL Y 5UFFL Y HEADER TECHLINE START CONNECTION SEE DETAIL 4 OF 4 REMOTE CONTROL VALVE WITH DISC FILTER AND PRV BLANK TECHLINE TUBING !CENTERED ON MOUND OR BERM! AREA PERIMETER AIRNACUUM RELIEF VALVE TECHLINE TUBING LATERAL PERIMETER LATERALS 2" TO 4" FROM EDGE ISL.AND LAYOUT rr---REMOTE CONTROL VALVE WITH DISC FIL 1"ER AND ffiV , I1...-1,1-----TECHLINE TUBING lh""'=-----="=::!J LF rr7F-~..,-iiii;pi~]~---TECHLINE TEE I I SUPPL y HEADER [h ... _='=a=~="=::!J...,_ ___ ISLAND PERIMETER LF ~--TECHLINE ELL liF;,,,~~~~~ ~---AIRNACUUM RELIEF VALvE 11F !PLUMBED TO TECHLINE AT EACH HIGH POINT! I ~--LINE f=LU5HING VALVE Ill PLUMBED TO TECHLINE L"=:~~ FINl51-l GRADE '-\-\;},;:;£;;:;£;;:;£;--6" ROUND VAL vE BOX l't:I:ti---~~-fe----AIR I VACUUM RELIEF VALVE I~--1+--Ml-.---l/2" PVC COUPLING !TxT! ~---FILTER FABRIC J.1---=-11-0----I12• SCH BIZ> RISER <LENGTH AS REQUIRED! I~~»'°'~~:._ ___ BRICK SUPPORTS !THREE! '--------3/4" CRUSHED GRAVEL SUMP Q_ ____ --L __ J_ ___ _o---pvc PIPING ® AIF<NAc.UUM RELIEF VALVE. N ® MANUAL FLUSH VAL VE. AND f=ITTING5 .. ± I " TYP ,------ , >~~~ ' ! i~-~~~ ' sea, F: N.T.S. IIZ>" ROUND VALVE BOX - BRANDED 'f=V' 3/4" MIPT X MIPT Tl-lREAPEP KB! SERIES BALL VALVE OR APPR. EQUAL LINE SIZE FINISH GRAPE 3/4" PVC LINE f=ROM EXHAUST ..!EADER - REf=ER TO 5FECIf=ICATIONS BRICK SUPPORT- FULL PERIMETER I CUBIC FT 3/4" MINUS CRUSHED ROCK SCA! F: NTS NOTES, I. MAXIMUM LENGTH OF SECONDARY WIRE PATH !14 AWG! FROM FIELD DECODER TO SOLENOID 15 45>0 FEET. 2. FP-41Z>ITURF COMES WITH A BUILT-IN L5F-ITURF SURGE PROTECTOR. REFER TO L5P-ITURF WIRING DIAGRAM f=OR GROUNDING INSTRUCTIONS. 3. GROUNDING SHOULD BE IIZ> OHMS OR LESS. MASTER VALVE !OR !SOLENOID VAL VE----. TWO-WIRE DECODER CONTROLLER RAIN BIRD E5P-LXD ~' COMMUNICATION WIRES IN JACKETED CABLE BLUE WIRES GiREEN / YELLOW WIRES RED WIRES FD-~1 TU,:!' Ml3£l~ u BLACK WIRES SOLENOID WIRES !TYPICAL! VALVE SOLENOID !TYP.) REMOTE CONTROL OR MASTER VALVE !MAX. ONE DECODER ..>r-.r,ct.W ;IRE FAIR FER VALvEJ -LI--,:,::::.U'-- ---DB SERIES WIRE CONNECTOR !TYP.! ------SOLENOID WIRE !I OF 2! DB SERIES WIRE CONNECTOR: ~--~--RAIN BIRD DBTWC25> !I IZ>f= 2! ____,.n"' W..!ITE f=IELD DECODER: ~ RAIN BIRD FP-IIZ>ITURF Ml31Z>II DECODER BLUE ~--COMMUNICATION WIRE TO NEXT DEVICE !FIELD DECODER, SENSOR DECODER OR LINE SURGE PROTECTOR! a: r-TWO-WIRE CABLE TO NEXT DEVICE a: __ ---------------~-r..---:,-~~1-l!J!;):~L /' --=---!FIELD DECODER, SENSOR DECODER :;---, w ~~ --OR LINE SURGE PROTECTOR! RAIN BIRD DBTWC25> !I IZ>f= 2! ~-COMMUNICATION WIRE TO ESP-LXD CONTROLLER ~-JACKETED TWO-WIRE TO ESP-LXD CONTROLLER NOTE: I. MAXIMUM LENGTH Of= SECONDARY WIRE FATH !14 AWG! FROM FIELD DECODER TO SOLENOID 15 45>0 FEET. 2. INSTALL FOR USE WITH EAC.-1 MASTER CONTROL VALvE. 3. SEE DETAIL F / L-8 FOR SECTION VIEW. l. , l,~~~- '-~U:· -,~ ~~~~~~ f ; C, sea, F: l"=l'-o" THE ==IE~.,,,,,~-~J&DJ ~!OAOLS::;,T~~R9;0~~RT SUITEIIO ~ CITY OF CARLS3AD ISHEETSI GR0~P 1760J692-1924 www.lighttootpg.com f----t-----+--------------+---+----+---1----1 ~ PLANNING DIVISION 44 -------~:::::~~:_---====-~P~LA~NN:'.ING~~SIT~EO~ES~IGN~~LAN'.'.'.'.DS~CA:'..PEA:RC::HIT'.'.'.EC~TUR'.'...E _[~-=-=-=i:'-=-=-=~~-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=t-=-=-=-=t-=-=-=i:~-=-=-=---r~-=-=J ~=:::::..:==============:::::'...:==~ I IJnderGn)und Service Alert Call; TOLL FREE 1-800 227-2600 1WO WORKING DAYS BEFORE YOU DIG APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" T:TLE ______ _ DATE REV!EwE.J BY, INSPU.:T□R DATE LANDSCAPE /l,IPHOV£1,1£NT PLANS FOR: DESIGNED BY: ~P-'-'-A __ DATE: 05/20/2015 RANCHO COSTERA PHASE 2 ON-TRACT DRAWN BY: AC SCALE: AS INDICAT"!J 1----1------+--------------+---4----+---!----1 LANDSCAPE DETAILS PROJECT MGR.: J. TP.YLOR JOB NO,: I 3TJ04.2 I 1----+---+---------------+----+--+----+--~l-A-P~_R_o_v_L_~__,_~=-==-~--=CI..L--I ~ g -f:1\ --ft $-z:z . ~ \o rLJ\NNING l)ATE _ DWN BY: ~Ac~· __ Cr"KD BY· =JC __ r\VWJ 3Y: PI-WJlCT NO. c-;-13-D3 DRAW'NG NO. 48O-3M NOTES: TUl'<F PAJ;KWA"f LANDSCAPE TO HAVE THREE IRR~ATION ZONES, [I] SUB-SIJlifACE DRIP -TU!if IRRIGATl(lll [l'] CENTER STRIP SPRAY -MAINTENANCE I SYRINGE CYCLE ~ TREE l<OOT EIU6!3LER -STREET TREE IF!RIGATl(lll RE!'ER TO SPECIFICATION& AND MANUFACTURER'& GUIDLINES FOR PROPER LINE &PACING AND OFFSET& OF 5U6-51JRFACE DRIPLINE AL~ CENTER STRIP 5PRA"f HEADS ALONG CENTERLINE OF PAl'l<UIAY &TRIP INSURE NO HEAD 15 PLACED WITHIN 24' OF AN"f HARD SUF<FACE [I] [I] [I] ~-VALVE MANIFOLD PER PLANS REFER TO NOTES DRIPLINE T"fP. LAYOUT PRIMAi<"!" IRRIGATION FOi< PARKWAY TURF 12' FOP-UP SPRAY HEAD S"!"RINGE &"!"STEM FOR PARKWAY TURF ROOT WATERING SYSTEM A STREET TREE 6U66LER -WHERE OCCURS DRIVEWAY ITYF.! CURB FA~WAY PLANTER STRIP ~-ROTOR 1-!EAD SCl-l.80 PVC RISER INSTALL PERPENDICULAR TO GRADE FINIS!-! GRADE PLANTER---- SAND FILL---- COMPACTED BACKFILL-~ LATERAL PER PLAN --RAINBIRD RWS-BCG INCLUDES PIPE, BUBBLER, Cl-!ECK VALVE AND GRATE <FLUSI-I W/ GRADE) RAINBIRD 1401 PC BUBBLER Cl-!ECK VALVE TYPICAL PRIPLINE -+ 1/2" SCI-I 80 NIPPLE CONC. SIDEWALK NATIVE SUBGRADE LENG TH VARIES 'SHORT' PKWY STRIP BURIAL REFER TO IRRIGATION FLANS SCA! P NO SCALE TUF<F SOD PREPARED SOIL BED FOR DRIP IRRIGATED TUF<F REFER TO SPECIFIACTIONS IN-LINE DRIP TUBING <TYP.> b" BURIAL DEPTI-I 12' MAX. O.C. LINE SPACING CUR6t GUTTER (TYP) ®r-----'-T'r.;..;.'P1...;_C.;;.;,.AL-=...;;DR;;..;..;;..:IPL...=.:..;.1Nf-=-=BUR;;.;;;,.:....;;l~AL;:;;;__ __________ _ IC-Al F· 1-1/:2"=1'-0" 1'-011 MYLAR TYPE DETECTOR TAPE ENTIRE LENG Tl-I OF MAIN COMPACTED ;so1L COMPACTED SOIL FINIS!-! GRADE AS I I FINIS!-! GRADE j' NECE5SAR'l' 1' -N 6" -+-+-~i'--CONTROL CONDUIT 6" MIN. d) -'I.-- / ~B~PACTED FINIS!-! 1 ,4" MIN., GRADE ' 1 '------MA IN SAND CONTROL CONDUIT MAIN AND CONDUCTORS LATERAL CONDUCTORS ONLY 0 TRENCHING DETAIL SC/ti P N.T .5. ~--------NON-PRESSURE LATERAL IN PVC SLEEVE ------':l" WIPE RW ID TAPE 12" ABOVE PIPE ----3" WIDE RW ID TAPE ON TOP OF PIPE ~---+-~---1----1---,L--,~--PAVING • •• DB-12i:?J CONTROL WIRE CONDUIT IN PVC SLEEVE SLEEVtNC:i 5CI-IDULE, 5CI-!. 4~ -FOR ARCI-IITECTURAL PAVING --1--FRESSURE MAINLINE IN PVC SLEEVE ~--SAND BACKFILL COMPACTED TO Tl-IE DENSITY OF EXIST. SOIL LATERAL LINE IN SCI-! 40 SLEEVE &Cl-!. 80 -FOR VEl-!ICULAR PAVING REFER TO 6FEC5. FOR ADDITIONAL DIRECTION i 1-CD,4..c:'~...:.....C.+-D-"+1:.+D~-'-'••· J;:;~ UNDISTURBED SOIL DIMENSION SEC-TION A B C D NOTE, PVC SLEEVES TO BE TWICE Tl-IE DIAMETER OF Tl-IE PIPE OR WIRE BUNDLE CARRIED. PROVIDE A MARK SI-IOWING WI-IERE SLEEVE UNDER PAVING ENDS 4 INSTALL ':l' VALVE BOX IN SOFTSCAFE 3b" 24" 24" b" ALL SLEEVES UNDER BROW DITCI-IES SI-IALL BE CONCRETE ENCASED -b" TI-IICK ALL SIDES @-__:S=LEEVE=~l~NS:....:T:..:....AL=L=A...:...:.T..:..::IO:...:..;N:..,.__ ________ SC_A_I P-NTS- ~3 REBAR STAKE -24" LENG.Tl-I FINIS!-! GRADE -SLOPE SCI-I. 80 PVC TEE -SST CL. 200 PVC LATERAL LINE NOTE, ALL IRRIGATION 1-!EADS WITI-IIN Tl-IE RIGI-IT OF WAY AND WITI-IIN 10' OF ANY FATI-I OR FLATWORK SI-IALL BE INSTALLED WITI-I A 'POP-UP' BODY BELOW GRADE. @ SLOPE ROTOR 8CAIP NTS GIT:::T:".'.'J"':'?7!1",~s~';t:s::o::;~":c""---FINISI-I GRADE TURF OR PLANTING AREA POP-UP ROTOR SPRINKLER _.---PVC SCI-I 80 NIPPLE (LENG.Tl-I AS REQUIRED) ~-PVC SCI-I 40 ELL _.---PVC SCI-I 40 STREET ELL PVC SCI-I 40 TEE OR ELL '----PVC LATERAL PIPE --~ 0 H ,-i ! : LATERAL PIPE MARLEX STREET EL (1-!IDDEN) MARLEX STREET EL SCI-I. 80 NIPPLE PVC SCI-I 40 TEE OR EL MARLEX STREET EL PEA GRAVEL PIPE TO WITI-IIN b' OF GRATE SCA! e 1-11:2"=1'-o" FINIS!-! GRADE TUF<F OR PLANTING AREA 12" POP UP SPRINKLER PER PLAN PREASSEMBLED SWING JOINT RAINBIRD 'SA' -1-!UNTER 'SJ' SERIES OR APPROVED EQ. PVC LATERAL LINE SCI-I. 40 PVC TEE (SST) OR ELL @r---'-P..:....OP.;____;;_UP.;...._;,_RO.;..:;.....;.l..:....O.;....;R....;..HEAD~;;;;__----------sc-,,.-, -e-l-"=-l'-o-·-· _ ® 12 11 POP UP SPRAY HEAD Bi-------'--~_;;;;;___ ____ _ SC/tie S"=l'-0" 5 CRO&& NOTE&, TEE G)uNDl&TURElED &OIL <TYPICAL> @coNCRETE Tf-lRU5T BLOCK <TYPICAL> @PIPE (TYPICAL> G)REElAR ElENT AROUND FITTING (TYPICAL) @FITTING <TYPICAL) I. 5UPPL Y LINE& 3-INCf-!E& IN DIAMETER AND LARGER &f-!ALL RECEIVE CONCRETE Tf-!RU5T 6LOCK5. -REFER TO PLAN&. 2. CONCRETE TO ElE I CU. FT. OF CONCRETE 3. WRAP PLASTIC FITTING& U&ING ElLACK PIPE TAPE ---------PLASTIC NOZZLE PER LEGEND -------PLASTIC SI-IRUB ADAPTER: N ' r·,,<t ,,.., ,~~-PLANT MATERIAL n,' kf ~,, J~",,_ '" > ' ~"'-i,: ~"1% ~j;;;": J,\ l;t,1~ ------------FINIS!-! GRADE/TOP OF MULCI-I , ,,,:>AL,:, _1.; l, _______ .,.,..-UV RADIATION RESISTANT "~-'-····'···••lf i-'··· PVC SCl-l 81Z1 NIPPLE l,,,i I 1, (LENG.Tl-I AS REQUIRED) 1,',"iLLL INSTALL WITI-I RISER PERPENDICULAR TO GRADE ..---MARLEX STREET ELL ...----PVC SCI-I Be! NIPPLE (LENG.Tl-I AS REQUIRED) ~'-<-----_..c:::,,,____--i,.""'C?",o,::;:::=--MARLEX STREET ELL fi',::R~ ;~~ ~~~E::~:: ELL NOTE: ALL IRRIGATION 1-!EADS WITI-IIN Tl-IE RIGI-IT OF WAY AND WITI-IIN 10' OF ANY PATI-I OR FLATWORK SI-IALL BE INST AL LED WITI-I A 'FOP-UP' BODY BELOW GRADE. 4. ALL CONCRETE TO ElE PORTLAND CEMENT 42@-C-2@@@ 0~THRIJ==ST.:.......=6L=O::;.::C.::..:.K=S:.,__ ___________ sc_1t_1 e_NTS __ _ @---'-F'--IXED.;;;..;..__;_R...;.;ISE;...;;;;..;,_R_;;SPRA;..;....;...;;....;..;_Y...;;OR;..;...;..;RO;...;;:;_T:...:...A.:....:.TR.:....;Y.:......;.;NO=ZZ=LE=---sc-,.-,-,.-N-.T-.s-.--- ' "AS BUILT" DATE REV!l\./ED BY, INSf'ECT □R THE _,.,.. ll6HTIOOT PIANNING GROUP PLANNING 5900 PASTEUR COUAT SUITE 110 CARLSBAD, CA 92008 (7601692-1924 www.lightfootpg.com SITE DESIGN LANDSCAPE ARCHITECTURE DESIGNED BY: ~PA~_ DATE: 03/20/2015 DRAWN BY: AC SCALE: AS INDICATEU PROJECT MGR.: J. TAYLOR JOB NO.: 1373.04.21 WORK: Call; TOLL FREE 1-800 227-2600 lWO WORKING DAYS BEFORE YOU DIG APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. f-----+--+-,---------+--+-----1---1-----< ~ CITY OF CARLSBAD ~ PLANNING DIVISION SHEETS LANDSCAPE IMPROVEMENT PLANS FOR: RANCHO COSTERA HOA PROJECT SLOPES LANDSCAPE DETAILS ' I ~__.le_'.\, q , tl ~~-\\: :; -Z>..-·Ii.:, '----+--+-----------------+--+---+--+---i I A_r_r_R_o_v_E_-o_-'---------'-' /f'--...,_-=C!....!i""-'-'---I r'LANNING DATE _ ""i:JA"MWE~-/it~{Jl-'fc-:._ __ J~:f_~fZ~_A::_, ~~~96~T~· (,l4~o~AT~0::!:::'.·'~'"~'ALct----;:::;:::-::~=::=----t::;JIAlATIE =j~,N~,T~iA;::L j=~DA~T[E =±~,N~IT!!ALj-1 ;::~=:=:0=6Y=3~=, = ~~::::~":=_~~==-:~==C=P~=o=J~=c;=~=N~=3==:;-~=-~=R;=-,~=-,N=G-. =3-N=~-_=,! I ENGINEER OF WORK REV'SION DESCRIPTION OTHER APPROVAL C'lY APl'ROVAI RVWD BY: INSTALL PERFORATED TUBES ON ALL TREES AND PALMS PER THE FOLLOY'llN6 SGHEDULE CONTAINER SIZE GTY. PIPE DIA I ,I 5 G>AU0N NONE NONE 15 6ALLON 24"80X 2 S" ~---NDS SLOTTED 6RATE - SIZE PER PIPE SIZE r----DUGT TAPE OVER HOLES Y'IITHIN €," OF FINISHED 6RADE ,--c-~---Rl61D PERFORATED HANGOR OR EQ. PIPE. SEE SGHEDULE AT LEFT 7 _,..,,111..-.c~~-11 =111"=11=1 !'~I -~~N~IZE AND NUMBER PER *"SOX · =1 I 1=1 I 1=-" . ·· \·,=.:;::::>. i::/ .. :rr_.=111--· FINISH 6RADE •. \) ;,.:i1 j-.-~'/IT-umI-' --"DRAIN6ARD" 6EOTEXTILE soc;1< 2 4" 4e," SOX S" W"60X 4 4" : .. ·., .... ,. ·. ' •, , .. -LU= SA,.VFILL "IX PER ..... ' ~ -~,. ·-.• . ,7:L.L.!.1-........... ,~. ./·,\''.:::t );:·:_::' l1·1·1, SPEGIFIGATIONS ,1 LARG>ER 6$6 4 4" :<.-,8~'.::·::<n-,1 TEEFITTIN6TOPERF PALMS .... ,. J ~ ,,.. .. J,11--FLEX DRAIN PIPE LOOP BREATHER TUBE INSTALLATION .::.:::,-:~ ~''.i':'.a-•111~ NATIVE SOIL ~ ~:i~E~0~~~~~N~~,-°T \r11r1]t1m1111mr1i1 ~ . :-.. :•<· CT ·-r·!~---PERFORATED FLEX PIPE LOOP EXGEPT SY Y'lRITTEN AUTHORIZTION \, .. w, .. , .. ,.,.,,,... -, , ,-11 . (SAME O.D. AS Rl61D RISER) SY THE LANDSCAPE ARGHITEGT I 1:...::111-AT BOTTOM PERIMETER.OF PLANT PIT ,,,_. @ BREATHER TUBE SCAIF: NT5 ® 61O-BASIN PALEI IE 'A' an N 25' KEY @ KEY @ NASELLA LEPIDA 4" POT I 18" 0.C. @ MIJHLENSERG-IA RIG-ENS 4"POT / 18"0.C. 0 ACHILLEA MILLFOLIIJM I G-AL. I 18"0.C. 0 CAREX PRAEG-RAC.ILIS I G-AL./ 18"0.C. 0 DIANELLA CAERIJLEA I G-AL./ 9'0.C. LJ ARTEMISIA DOIJG-LASIANA 4" POT/12"0.C. t±tl LEYMIJS TRITICHOIDES 4" POT/12" O.C. DIANELLA TASMANICA 'SILVER STREAK' SOAI e l/e"=l'--0" 4" POT/ 18"0.C. HELICTOTRICHON SEMPERVIRENS 4" POT/ 18"0.C. LOMANDRA LONG-IFOLIA NYALLA I G-AL./ 18"0.C. LOMANDRA HYSTRIX 'TROPIC SELLE' DIANELLA 'LITTLE BECCA' SESLERIA CAERIJLEA I G-AL./ 18"0.C. 4" POT/ 18"0.C. 4" POT/ 12"0.C. 4"POT/12"0.C. ri°"\1. ~6:;:;..:l..;:;..O-6....::;.;_AS..;:;..l;.;..;.N...:....P.;...;;AL=E;;.;..TTE..;.;;;;;,_16;;;..1 ___________ _ ~ SCA! F: l/e"=l'--0" NOTES, ROOT BARRIER INSTALLATION DEFTl-l, 24' DEEP AT SIDEWALKS 4 FLATWORK .36' DEEP AT BACK OF CURB 4 VEI-IICLE WAYS ~6/ .. \ 8' 0 . ROOT BARRIER 8' EDGE OF CURB OR FLATWORK TOP OF PANEL I' BELOW FLATWORK 1/2' MAX. BELOW FINISl-l GRADE COMPACTED NA TfVE BACKFILL SEE SPECS. SCA! F: 1/4"=1'-0" ~--------FORM 9" ~TERING- NOTE: -CIJT AND FILL TO SE 1:1 SLOPE RATIO MAXIMIJM EROSION CONTROL FABRIC SHALL BE INSTALLED ~HILE PLANTS ESTABLISH 0 0 PLANTING FIT 2>< ROOT BALL BASIN W BACKFILL SOIL MIX ,----CONTAINER SHRIJB 9" MULCH LAYER IN PLANT PIT (KEEP 8" CLR. OF ROOT FLARE) ..___ BACKFILL MIX (REFER TO PLANTING-NOTES) ORNAMENTAL SHRUB PLANTIN6 ON SLOPE D. t---------,------,-----------~--,--- $CAI E· l"=l'-0" NATIVE INSTALLATION NOTES, FfiiE-IIIATER All FI.ANT!ttl A15 Fl<IOR TO FI.ANT!ttl FOlstf WIPACTED FEDE$TAL AT 6ASE OF Fl.ANT PIT 4 IN&TALL 51-iFiUB. ~--------FORM 9" ~ATERING- Fl.ACE 6,,ICl(flLL MIX ,11,1!) 'IIIATER JET WIT~ A LOJ/ FLOJ/ OF IIIATER TO SATURATE !lAOOILL MIXllR 11P TO 2r; OF R0015ALL. Fl.ACE i;fMAHNG !lAOOILL MIX TO GRADE 11,Rl(;AJE Fl.ANT PIT TO TOP OF 11/ATERlt,k; 6A51N AND ALLOJ/ TO FEl<COLATE E BASIN W BACKFILL SOIL MIX ,----CONTAINER SHRIJS 9" MIJLCH LAYER IN PLANT PIT (KEEP 8" CLR. OF ROOT FLARE) SCALE: 1"=1'-0" (j)---@--~--(j)-. -(Q) ~ GROUNDCOVER AND MASSED f\ I'-\ /f-\ ;~, o,r\~ ------. SI-IRUB PLANTINGS (Si-!OUJN AS A / \ J J \ J \ "'; ~ PATTERNED AREA ON FLANS) SI-IALL @)-_(.\_ -~'-_(.\ ___ fj\__go_@ BE INSTALLED WITl-l EQUAL TRIANGULAR \ )'-\ J'--'( j'-'\ )-\ / SPACING (SEE PLANTING LEGEND FOR \ / \ / \ / \ / \ / SPECIFIED ON-CENTER SPACING). @\-. (ii----(i'-_/_\ -_f_) FLANTS Si-!OUJN WITl-l INDIVIDUAL SYM60LS / \ ;\ r( r(_ r\ SI-IALL BE SPACED AS Si-!OUJN ON FLANS. / \_/ \ / \ / \ / \ @--oo--@--@--@--@-- ---DISTANCE FROM EDGE OF PLANTER ~--------~----,;::---->is TO NEAREST PLANTING ROW Si-!ALL BE 1/2 Tl-IE SPECIFIED ON-CENTER PLANT SPACING (SEE LEGEND>. EDGE OF PLANTING AREA ® PLANT SPACIN6 F~-----~~-scALE: N.T.5. THE PLANTING, FIT 2x ROOT6ALL ---------~ -~=~~~~~---,/' 15 6ALLON OR 60X TREE INSTALLATION A i---,;.;;.....;;...;.-=;.;;;...;...;.,....;:;...;....~.;......,;,~;.,_;,;;.........;...;...~~----------- SCA I e .l'=l'-0' GRADE OF SETTLED PLANTER BACKFILL WATERING BERM OF COMPACTED FILL " .--15 GALLON OR BOX CONTAINER TREE .,.,,..-:; EXISTING SLOPE GRADIENT ,,, .,,,.--CUT SLOPE FOR PLANT PIT TAPER TO MEET GRADE ®5 6ALLON OR 60X TREE INSTALLATION ON SLQPE SCA• e l"=l'--0" _,,..=-----FORM 3' WATERING BASIN W!Ti-1 BACKFILL SOIL MIX ~~r:s----4' POT TO 5 GALLON CONTAINER SI-IRUB ,,---MULCl-l LAYER KEEF b' CLEAR OF TRUNK O UNDISTURBED NATIVE SOIL 4 SUBGRADE ; 11/«r./ .. ··.·•.·• ~fn',J 'e.lS14GRADE j80l i=· ~-i_... .· , ~ :111= ABOVE FINISl-l GRADE -lL-~ < . -01/-'o2--- l111! ~ ~ .. : · ... ;~)~lffi~ PLANTER BACKFILL MIX. _,.___~,~I I . -1 I I -11 L ·111 -I 11-I I l==I I: -!-::==I I REFER TO SPECIFICATIONS . 111==111==111==111==111==11-l-l 1 1· -• ,_ PLANTER FIT --, 1 1-ffi-TTT-TTf-=T7l -~--SCARIFY SIDE& AND BOTTOM • ' 1 FERTILIZER PLANT TABS FER SPECS. PLANTING FIT 2x ROOTBALL INSTALL WITI-IIN 3' OF ROOT BALL C, 4 11 POT TO 5 cSALLON 5HRU6 INSTALLATION SCAf F: l"=l'--0" ' ~LIGHTFOOT 5900 PASTEUR COURT SUITE110 ~ CITY OF CARLSBAD ISHEETSI PGLARONUNPING CARLSBA□,CA 91008 1----t----t----------------r--i------jr---:--;---, PLANNING DIVISION 44 (760) 692-1924 www.li~htfootpg.com ~-----_::=::::::::::::::=__ __ -==~=-~•:LA:NN:ING _ _:s1TE:_:□::ESl:GN___'.lAN:□s:c:APE'..:AR:CH:ITE:CTU:RE-l-f---_-_-_-.j.+-_-_-_-~+_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_~----1-:----_-_-~i------1-r-_-_-_-_1----_-~7 LANDSCAPE IMPROVEMENT PLANS FOR: "AS BUILr DESIGNED BY: -'P-'-'-A -DATE: 03/20/2015 RANCHO COSTERA PHASE 2 ON-TRACT DRAWN BY: AC SCALE: AS INDICATED 1----+---+-------------t--+--+----i------J LANDSCAPE DETAILS 0 , Call; TOLL FREE 1-800 227-2600 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING TITLE ______ _ DATE ,__ _____________ ___, LANDSCAPE ARCHITECT OF WORK: REV!EwED BY, PROJECT MGR.· J. TAYLOR JOB NO.: 1373.04.21 l---l-------1-------~--------t----:--f----jr---t----J :====:,:====,============, e----+--+--------'--------t---+----t-----t----i I-AP_P_R_ov_E_o_JiiX_-~4-~-f:.l~L....;=1r~--> --tZ-J,.,, . PLANNING DATE DATE "7,"o/ DATE INITIAL DATE INITIAL DATE INITIAL OWN BY, ~AC~- CHKD BY, =JT __ PROJECT NO. CT 13~03 DRAWING NO. 48O-3M lWO WORKING . DAYS BEFORE YOU DIG AREA INSPECTOR DATE R.LA: 2961 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: I' LETERING 2' LETERING -60LD 2' LETERING I' Le"rERNG NOTE: 1'-6' In Order to Conserve Wa RECYCLED WATER IN USE NOT~NOTOUE DRINK \.WEL AGUA WASH HANDS AFTER CONTACTING AVESE SUS MANOS DESPUES DE R f lb'-0' 12 GA. 'U' Cf.lANNEL 51G"1 POST. GREEN POWDER COAT COLOR Br T APCO MFG. OR EQ. .032 ALUMINUM BLADE-TYPE SIGN TWO COLOR SIGN FACE PURPLE FIELD W/ BLACK COPY VINYL f.lEAT TRANSFER LETTERING OR EQ. '----1/4'-20 1-3/4' CARRIAGE BOLT · :i • ;s,-: WI LOCK WA5f.lER 4 NUT • !'."'.:':11~ (TYP. OF 2) : :H{: .....____ ~SOLT SIGN SECURE TO POST : --------------"---FINl5f.l GRADE SIGN COPY TO BE IN BOTf.l ENGL/51-1 AND 5PANl5f.l • .. 1J. l~-F --------------2!">00 PSI CONCRETE FOOTING -'k-------'l~~;_;c-;t~--,--,-1j,-;:.I_-. ·:...,..1-i Ir: CROWN TOP AWAY FROM POST n.;i,;p.:j:u•=-1:i=-· ·=-,1,11<.'.1~-5UBGRADE @1----'RE'-=C.'"""'Y-=C.=LE=D::........:....~a....a..:..::t E=-R..;,_C,=AIJT_,:;::;_:.=lONc..:...:.....::5=16=N-'--------sc-,.-, e:_1 __ 112_11=_!'-o-" 1 ______ r=r1=~•:=:i==========--==;r'U' Cf.lANNEL POST (TYPJ -r-l/4"-201-3/4' CARRIAGE BOLT W/ LOCK WA5f.lER t NUT (TYP. OF 2) 0 BOLT SIGN SECURE TO POST 6LUE GRADIENT WATER DROP (TYP) ~¾fJ~~ ~f~JE ' ~ ' Carlsba ___,_onserves .032 ALUMINUM BLADE-TYPE SIGN ,._ __ ....--214" TITLING COPY SENTENCE CASE FONT: BYINGTON OR EQ. 'CARLSBAD BLUE' l'EXT COPY (TYP) ~ ! Wl-!ITE BACKC:rROUND ~ I' 'LEAF GREEN' BORDER 1..-----I" ITALIC COPY SENTENCE CASE FONT, BYINGTON OR EQ, VINYL f.lEAT TRANSFER MUL Tl-COLOR SIGN GRAPf.llC 4 COPY ® ~rEk CONSERVATION 516N H ---------SCAI F: S"=l'-0" ,I:) ' RESIDENTIAL DRIVEWAY <TYP) /)J r-DOME5TIC SERVICE TO f.lOUSE V ~DOMESTIC METER 4 BOX PLAN PLACE FLUSf.l TO FACE OF WALK SIDEWALK TLIRF PARKWAY - DRIP IRRIGATED LANDSCAPE RW IRRIGATION MAINLINE lb' CURB 4 GUTTER CONCRETE CURB 4 GUTTER TURF PARKWAY (RW IRRIGATED> , !">' WIDE SIDEWALK FRONT YARD ~ FLU51-1~ __ ·_+------~·-~--, -.·.·-·· ~.,,•·~ ~ . •· , . , - =Ill 11111,-. ,,,_ ,, :. :-. lb'I_ Ill 11'111 ill,1 ;I ~~~--~---~-~-~-·~·~· ·~---. ~~~ -11 --_-111- ~( / ' 111 111 I I POT ABLE SERVICE LINE -I" TYPE K =1 I I 111 '' ---=1 ' 1° COPPER -,, TIT -Ill 'TT ~RW IRRIC:sATION MAIN IN 5Cf.l 80 SLEEVE AT POT ABLE CROSSINGS SECTION I I f' 11 I LOCKABLE Sf.lUT OFF Br CMWD g' DOMESTIC METER FOR f.lOU5E SERVICE I' BRONZE ANGLE CORPORATION STOP DOMESTIC, ME: rER 4 ~ MAIN C,ROSSIN6 NON-c.ONTl6UOU5 ~K SCALE: NTS 1'-b' WATER CONSERVATION SIGN RECYCLED WATER CAUTION SIGN __,,--GALV. 'U' Cf.lANNEL POST FIN I Sf.I GF<:ADE CONC. FOOTING ® RECYCLED ~tEk 516NA6E D ---------SCAI F: S/4"=1'-0" 6RASS OR COFFER FIFE FROM RECYCLED ,. / r<::::.: .. ,.-----------® ~1~W!tl:=~o ~~111.it --""wA.._,TE1ER"-'M:,cA111:N=9#l!~;===~ff= Ii © eRASS CHECK vALVE A FLAN VIEW 6 FROM RECYCLED ~ b 1 4' t,, ,.,, It 1 r 1 TO PRESSURE REGULATOR TO PRESSURE REGULATOR NOTE&, ½ ' 6RASS 6ALL VAL VE 6RASS UNION METE!< eox WITH LID -SET FLUSH TO GRADE !TYF) @ METE!< ASSEM6L Y FER UJS-<Z>I 4 IIJ6-<Z>2 ¾' MINUS CRUSHED ROCK I. l<EFER TO SECTIONS l&l&I MID 1&1&2 OF THE WATER AGENCIES' STANDARDS !WA.SJ SPECIFICATIONS. 2. INSTALL WA!il>IING/IDENTIFICATION TAPE AS 5140WN ON THE DRAWINGS AND/OR WA.S. DRAWING WP-<Z>I WATERMAIN ~ ~ @ @ ~ METER &TRAINER 3. WATER LATERALS INSTALLED FOR Tl-IE USE OF RECYCLED t~~5!/~LW,.51D~t/~g,ffl&Es5CRl6ED IN SECTION 4. MATERIAL& SI-IALL 6E SELECTED FROM THE WA.&. ~ TEST ~ "93JLATC!< STATION " DIAGRAMATIC VIEW MASTER FLOW VALVE SENSOR APPROVED MATERIALS LIST. &. 6ACKFLOW FREVENTOR USE AND INSTALLATION SI-IALL CONFORM TO LOCAL CODES. ® AATER IRRl6ATION C.HEC.K VALVE INSTALLATION E ---------SCAI F: NO SC.ALE s NOTES ~-------TURF ~-----112' TOOLED RADIUS ~----8" WIDE CONCRETE MOWBAND W/ LIGf.lT BROOM BROOM FINl5f.l LENGTf.lW15E ~----14 REBAR CONT. ~--COMPACTED 5UBGRADE EXPANSION JOINTS Sf.lALL BE I 1/2" DEEP SCORE, STRAIGf.lT RUNS e 30'-0" O.C. MAX INTERVAL AND AT 20'-0" O.C. MAX ALONG CURVES. CONTROL JOINTS SI-IALL BE 1/4" WIDE x 3/4" DEEP SCORE e B'-0' O.C. INTERVAL. ® CONC~TE HOUSAND Cl IJ5 SCA! F: I-1/:2"=I'-0" NOTE, VERTICAL CLEARANCE OF 12" MIN. 15 MANDATORY Wf.lEN CROSSING PATf.l OF A POTABLE LINE. INSTALLATION OF RECLAIMED UJATER IRRIGATION MAINLINE 24' FROM FACE OF SIDEWALK WILL PROVIDE Tf.lE NECESSARY 10' f.lORIZONT AL CLEARANCE FROM POT ABLE MAINLINE IN STREET. CURB __ ....- SIDEWALK--~ POTABLE SERVICE -~~~~m'i~ LINE 24' : '.:.,:LcTy _ METER BOX WITf.l _ . '-'-METER io•e·, z I: l<Z>' MIN. TO F'OTA6LE MAINLINE IN STREET RECLAIMED WATER IRRIGATION MAINLINE UJITf.l SLEEVE A POT ABLE MAINLINE C.ROSSIN6 FOR REfERENC.E ONLY SCALE: S/4"=I'-0" NOTE, ALL RECLAIMED WATER IRRIGATION PIPES AND SLEEVES Sf.lALL BE PURPLE AND SPECIFIED IN "'STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS", OCEANSIDE WATER DISTRICT RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS', OCTOBER l':1':13. STREET SURFACE -~ ' POTABLE SERVICE LINE (SEE -----.Sl -_-_-_·- IMPROVEMENT DRAWINGS) ---------=-=---_. -'j I,-· • 'm-1I 1mill=n_11 l=r=W==rl ==~ RECLAIMED WATER IRRIGATION MAINLINE WITf-1 SLEEVE :-III1:':'111=':L-I1I'::':'-II r'==m'='=-II I1::':L-I 1 11:':'1 • '==11 1 ==r I r= .11 __ 1111 ~111~11~11~1 l~I _11111 ill. I' '11 i '=1 =111 II'·=------'1.- 1111(111i11:1r' !1 1;11~ / ·••-II1_[[[::- MIN, VERTICAL SEPARATION B POTABLE SERVICE LINE C,ROSSIN5 FOR REFERENc.E ONLY FROM PRESSURE REGULATOR -~ // "-- ~ FLAN VIEW SECTION VIEW TO MASTER VALVE SCALE: :l/4"=I'-0" 3/4' SCH W FVC 9/Z> ELL 3/4' SCH W FVC CLOSE NIPPLE 3/4' 6RA5S LOCKA6LE 6ALL VALVE WITH 1/4' FEMALE THREAD FIF X METER SWIVEL 3/4' X 1/4' 6RASS THREADED 6U5HING WITH 1/4' CAFFED OUTLET 3/4' SCH W FVC CLOSE NIPPLE ~--------VALVE eox WIT.I FURFLE COLORED LID a:------LINE SIZED 6RA55 6ALL VALVE TO MASTER '"t--t+-----!V~AL~VE':___ u1 3' MINIMUM DEPTH OF 3/4' WASHED GRAVEL NOTE, 6RICK OR CONCRETE SUPPORTS !END TO END UNDER PERIMETER OF VALVE eox 60TTOM) METER STRAINER l"lil:Sa!iE TEST MASTER FLOW I. INSTALL ONE TEST STATION LOCATED DIRECTLY DOIIN&TREAM ~-~ ~-~ "5:',!JLATCR STATION VALVE SENSOR OF IRRIGATION PRESSURE REGULATING VALVE. HEAT 6RAND 'TS' ON FURFLE COLORED PLASTIC TEST STATION LIDS. 0 gEQ'(GLep ~ i & Wsgl6ATIQH v80¥ C.<?NNEGTION rer SIAIIQN \-:::::.) FOR ~E ONL y SCALF: NTS APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING I 00 AR~ IJnderc,Ol.lld Ser+1ce Alert Call; TOLL FREE 1-800 227-2600 1WO WORKING DAYS BEFORE YOU DIG ?"'~&i~~DJ ~~~0Ls::g,r~~R9io~~RT su1rE110 ~ Cl~Y OF CARLSBAD ISf-EETSI GROUP (760J692-1924 www.lighttootpg.com 1----+--+-----------------+---+---+--+----l ~ PLANNING DIVISION 44 ~------~::::~~=------==~=_:PLA~N'.'.'.'.NJN~G-~SJTE~D~ES~IGN'._~LAN'.'.'.'.DS~CA'.".'.PE~AR':'.CH::ITE~CTU~RE~~-=-=-=-=t-=-=-=1~-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=t-=-=-=-=1-=-=-=-=t-=-=-=-=t-=-=-=1 LANDSCAPE IMPROVEMENT PLANS FOR: "AS BUILr DESIGNED BY: ~rA~-DATE: 0.5/20/2015 DRAWN BY: AC SCALE: AS INDICATED PROJECT MGR.· J_ TAYLOR JOB NO.: 1373.04.21 T;Tl_l ______ ~ DATE 1---------------------l RlVIE\v'Eil BY: DAT;]--(7-r INc;PECTDR R.LA, 2961 1----+--+-----------------+---+---+---+----t RANCHO COSTERA PHASE 2 ON-TRACT LANDSCAPE DETAILS ' ---+--+-----------------+---+---+---+----t 1-A-PCJ_R_o_v_E_J ___ -~ /i/~~~~~1L __ -/"&..J<.>.. 9-t::i\ _:n- PLANN'NG DA ff JATE INITIAL DATE INITIAL ENGINEER OF WORK REV SION DESCRIPTION OTHER APPROVA_ C TY APPROVAL DWN BY: ~AC~- CHKD BY: ~J" __ RVWD SY: PROJECT NO. CT 13-03 DRAWING NO. 480-31,1 ------~--------------------------------- - ---r· -~---~-------- ,--------------------------------------------------~ -i "' ' .- (2) 4xl0 DOUG FIR RAFTER 4xl2 DOUG FIR 13EAM 6xl2 COLUMN CAP SIMPSON CCOQ OREQ. CITY TRAIL LCGO 4' x 14' SQ. TU6E GALV. STEEL COLUMN ':' 51.41 I' CHAMFER <TYP.J ANGLE FRAMING TIE SIMPSON ML SERIES OR EQ. <TYP. EA. SIDE! COLUMN CAP SIMPSON CCOQ SERIES OR EQ. W/ FULL FILLET WELD TO STEEL POST ... QUIJFE~'f ~~~= NOTES, *4 13AR 12' o.c. PROVIDE STND. HARDWARE HORIZ. HOOFS 2, ~~~5 FOR Uk:lOD (6) 115 13AR VERT. DOUG FIR LUM6ER SHALL 6E SPACED EQ. GRADE '2 OR 6ETTER !£1 1 21 6' t-tt~~ffi~~~==~~:::J~L-_4-_ _J __ L CAULK ALL EXPOSED JOINTS -l':'::111'='TTl=fl -12'-h' OF COLUMN SURROUND ~ "' :. ~*,_: , CONCRETE FOOTING TRAIL FINISH SURFACE ~ ~i::M:~~~ i _,· ::•_0 ::__: __ .;ffi_ _,___ __ 3000 PSI ·6 SACK MIX RECEIVE I COAT PRIMER 4 E r "-'":1~ COMPACTED 5U66RADE S~~tbt~OR ACRYLIC NEIGH60RI-IOOD SIGN FLAQUE E GATE CCNTROL PANEL SIGN (opy i'- _JL__ 21-21 -,I'- "' • • • ! ... ' . . . . .. .. . .. : __....--PRECAST CONCRETE COLUMN CAP QUICKCRETE PRODUCTS. IIQ-H26PC NATURAL GRAY COLOR WITH KNOCK-OUT INSERTS FOR COIL DOWL ; :.i-_.:.: ·· : ·-------CONCRTE PLASTER SCRATCH/6ROlLN COAT 4 .. .-. . SANDED STUCCO FINISI-I COAT -"WHITE COLOR' ,. ., .. , . . •. -TO MATCH ENTRY MONUMENT. (TYP.! _-: •• ·.: •• :,. ,' ---------115 6AR STIRRUP EA. COURSE , . . .·· . .. . .., .· . : .' .·, ·.·. ---------8XBXl6 CMU PRECISION 6LOCK . .. •. . . . . . . : . ' .. . .. . . ' 115 6AR VERT. -OVERLAP SPLICE 24' MIN. NOTE&: f;:HLL PROJECT SIGNAGE AND MONUMENTS " ALL REQUIRE A SEPARATE PERMIT UNDER THE CITY OF CARLSBAD SIGNAGE REVIEW PROCESS. SIGN COPY LETTERING 13Y OTHERS. FINISH GRADE MA50NR1 SIGN WALL 20' MET AL LETTER CHARACTER WITH STUD MOUNT 13ACKER (TYF. OF 2) 1&11..'. MET AL LETTER CHARACTERS WITH STUD MOUNT 13ACKER (TYP. OF 12) Y2' METAL SQ. TU13E 'UNDERSCORE' WITH STUD MOUNT 13ACKER <T1P) SIGN COPY CENTERED Al30UT WALL ti~:::::=:::;-t=-f::::::::;:=::/:==::::c:::::================::::;i --------'---s_9.J.--1N RAN CH ct .-.L-....... J" "••=.,·~·-~----'=~--~. ~..=· -· "' ~ ~-.~~ @ AT S5% RELATIVE COMPACTION DEC156 'WEATHERED 6ROWN' G -COMMUNITY TRAIL NOOE SCA! E· 1/4"=1'0" fo\rK...;.;.IOSK.;;;;..;;;.;.-..;_5~16.;;;.;N..;_CO.::.=;.:L=-UMN:...:.:..:... _____ ____, _______ _ \!::::.) &NIE: I/2"=I'-0" ® NEl6. IOORHOOD 516N MONUMENT NOTES, SOAI F: 1/4"=1"-0" 11-61 I' H NOTES: PET STATION WASTE STATION AND SIGNAGE 13Y: 'LIVIN THE DOO LIFE' I-W0-S31-1562 PET STATION WASTE STATION TO INCLUDE: -ALUMINUM PET SIGN 4 MOUNTING HARDWARE -ALUMINUM 6AG DISPENSER WI LOCKA6LE FRONT PANEL -10 GALLON STEEL TRASH RECEPTACLE WITH LID AND POLY LINER ·POLY LINER RETAINER 4 MOUNTING HARDWARE PEIWAIITE ffllM'!r'Tf:'lf <> <> '°r-1 ~ TfT:'"!flI,.. ;, :r~;:i,, ~-· '° -1 11::' /ii II'~·· -i --111- r,tvffSTCAP tri~A1_R§jj W/ TWO SIDES F 4 6 CITY TRAIL LOGO SILL PLATE -W/ PLASTER COAT ~~l~~gLATION 8CAI F: 9/4"=1'-0" ----14 GA. ALUMINIUM PET STATION SIGN 4 ICON 'DOOGIE POT' WASTE 6AG MUL Tl-13AG DISPENSER 16 GA. POWDER COATED &TEEL TRASH CAN W/ HINGED LID • 10 GAL CAPACITY 2' O.D. GALV. STEEL POST CONCRETE FOOTING 2500 PSI MIX CROWN TOP OF FOOTING TO DRAIN FINISH GRADE SU13GRADE NOTES: SU13MIT FONT ARTWORK AND CHARACTER MOCK UP FOR REVIEW PRIOR TO SIGN FA13RICATION. 16' ,.--RAISED ACCENT LINE RELIEF TOP AND BOTTOM RAISED LETTERING ALL PROJECT SIGNAGE AND MONUMENTS 112, SHALL REQUIRE A SEPARATE PE\'<MIT =====~-tr WITl-l 13URNl&HED FINISH ESPRESSO 13ROWN COLOR 13ACKGROUND UNDER THE CITY OF CARLSBAD SIGNAGE REVIEW PROCESS '----+!->1.----<t OF PLAQUE -~-----+1'-'1.-- · \J LETTERING 0 p, ~__jlJ------eRONZE COLOR l-l-------1;4• THICK SOLID OR PLATED ======-STOCK l'::0========0~,___ ____ 3/6'x3' MOUNTING FIN AT EA. CORNER -WELDED ON 13ACK E 16HBORHOOD 516N MONUMENT -PLAGUE NOTE, SU13MIT FONT ARTWORK AND ~ CHARACTER MOCK UP FOR REVIEW PRIOR TO SIGN FA13RICATION. --'k------...~ SCltl F: 1-1/2"= l'-0" _jJTll~FS------.,~-6' CAPITOL CASE CHARACTER <TYP) 16' ~ ~t HE -"1.--YiSTAS ....r---4' UFFER CASE 130DY CHARACTER (TYP) STUCCO COAT &HALL 13E FINE TO MEDIUM PLASTER SAND FINISH. SUBMIT COLOR SAMPLE& FOR OWNER APPROVAL. WALL DESIGN: I. ALLCWABLE 6EAR!t-t; FRE55URI: • ~ FSI M~ 2. LATERAL FA55IVE FRE55URE•IOO F5F MIN. 3. PROVIDE VERTICAL WITROL JOINTS AT 4€1' ON-CENTER 5FAClt-t; METAL STUD MOUNT------ LETERING SIGN COPY 13Y OTHER& Q ' N • Ill 0..: • - ("C'\ _J >-,<l l) t-~: l0'x4'xl6' CHU PRECISION 13LOCK CAP --6'x6'xl6' CHU PRECISION 13LOCK --115 13AR@ 32' Ot:.. AT WALL AND SOLID GROUT ALL CELLS HAVING REINFORCEMENT --*4 BAR BOND 13EAM --1/4" PLASTER BROWN COAT WITH 5/32' MEDIUM SAND STUCCO COLOR COAT TYPICAL 130TH SIDES --116 LADER STD. EVERY OTHER COURSE 2-9 GAGE @ 16' 3'CLR.tf ® MASONRY 516N riALl. &CAI F: 1/2"=1'-0" t PREVAILIN<S ~IND LOD6EPOLE STAl<E TREE TRUNK '---RUBBER TREE TIE IN 15 GAL OR 24" eox TREE ;16 _\d._...----CUT OFF TOP OF STAKE TO CLEAR 6RANCHES IF NECESSARY ,---(4) • TREE TIES 'CINCH-TIE' OR EQ. RUOOER TREE TIE. LOOP IN Fl6URE 8. SPACE AS SHOV'lN. INSTALL FER MFR. RECOMMENDATIONS FIGURE El6HT LOOP PATTERN 6ETl'IEEN TRUNK AND STAl<E ONE EA. SIDE ,---(2) -2" DIA. TREATED LOD6EPOLE PINE STAKES. INSTALL TRUE AND VERTICAL. DRIVE INTO UNDISTUR6ED SOIL ADJACENT TO ROOT6ALL '----SEGURE TIE i'1/ 4d 6ALV. NAIL FLAN VIEV'l ~~-,.;,'-'2 k=-,c'.1...--f tr ,~pl!rtli-f ~' ~~-.-,'." , , , -;lll=I &l! _ -_~m-11_" NATIVE SOIL ;i. --\?, P'.i,,-f 'TE ;.! --, ~C:ffii in i -iJ:f ll.:.... I!-~-~J11-:-t"---6ACKFILL FER SPECIFICATIONS ~ 1Jt J nffi,~~~lrnJ L°"'---ROOT6ALL SECTION -I , n__ 1_ -_. _., _ -_=nl--=11 r-1 .. ,_',IT I' 0 ,-..:...P;:::.ET:....:~:...:...;;:~TE=-=-ST.;.:..A..:..:.T..:.::IO:.:..:N:..__ ___________ --'-_ &CAI e I/2"=1'-0" ®-1---'--=RA....;.:l.:.:SE=D~L=E:.:...1 :..:I E::..:.R:.:..:IN6:...__--'-,, ____ ,, _______ _ 8CAI F: 1-1/2"=1'-0" @)r---' R_f;;..;.E_S.;._T __ A __ K...;.;.,IN...:.6 ____________ ac_,a1_e_ 111 =_11-o ___ • _ 1-800 227-2600 lWO WORKING DAYS BEFORE YOU DIG APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA l "AS BUILT" TITLE ______ _ DATE REV!E\.,'ED BY, INSPECTOR DATE THE ¥" LIGHTFOOT PLANNING GROUP PLANNING 5900 PASTEUR COURT SUITE 110 CARLSBAD, CA 9200B (760) 692·1924 www.lightfootpg.com SITE DESIGN LANDSCAPE ARCHITECTURE r----i--+-----------+--+---l------1----'---l f'sHEEfl CITY OF CARLS BAD ISHEETSI ~ PLANNING DIVISION 44 LANDSCAPE IMPROVEMENT PLANS FOR: DESIGNED BY: ~P~A __ DATE: 03/20/2015 DRAWN BY: AC SCALE: AS INDICATED t---+~-t----~-----,----'--+---J-~-l---1---l RANCHO COSTERA HOA PROJECT SLOPES LANDSCAPE DETAILS PROJECT MGR.· J. TAYLOR JOB NO.: 1373.04.21 APPROVED , ..11 _____ [&_v..-,;-=-x-L..-q-'---E:.\=).:::,-...ee.u.__ :;. .-z..-z.. -t<.o r::;;c---t---t--------------+-----J---1---l-----l PLANNING DATE OWN BY: ..=AC~-PROJECT NO. DRAWING NO. CHKD BY: =JT __ RVWD BY: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL 480-3M OTHER APPROVAL CITY APPROVAL CT 13-03 NOTES: MASONRY PILASTER c CMU BLOCK FOR WALL Sl-+ALL BE: BEYOND WALL UNIT -SPLIT FACE FINISI-+ COLOR -Wl-+EAT VIEW WALL CAP UNIT -SLUMP FINISI-+ COLOR:GRAYl'1'@ WALL DESIGN: ELEVATION 8'X2"Xlb" SLUMP CAP (TYF.! I. ALLOWBLE BEARING F'RE55URE , 1000 PSI H~. _-l ''"~ b'X8"Xlb" SPLIT FACE <TYF.! 2. LA1'E~ FA&&l'lf F'RE551JRE,~0 F6F H~. ::;JV IS REBAR SOND SEAM EVERY OTI-IER COURSE 3. ~ \IER'l'ICAL CON1ROL JO~f5 AT 30' ON·CEN1'ER &FACING 24' LEYEL Cll<ADE -,lf---t--c-±1· · •~ II;, REBAR ® 32" 0.C. EA. WALL FACE !5:lfi"{'','.t.i SOLID GROUT ALL CELLS WI REINFORCEMENT · f #8 LADER STD. EVERY OTl-+ER COURSE FINISI-+ GRADE ----..__ 2-S GAGE ® lb' ......---REBAR LAP SPLICE-MIN. 12' OVERLAP TIE ALL CONNECTIONS H:N!ffl:~,:;,::.'::'.::.:__ IS REBAR 'J-SAR' DOWELS -MATCI-I VERT. BARS AND ALTERNATE BENDS IN FOOTING -------n;gg PSI CONCRETE FOOTING !;,Vi SACK MIX ---"E> REBAR lb" O.C. BOTI-+ WAYS . XI 12" MAX "'i! I CONSTRUCTION ADI-IESIVE LOCTITE PL-S00 OR EQ. SCA! E: 1/2"=1'-0" 3/B' TEMPERED GLASS PANEL ..----I" ROUND TUBE BOTTOM RAIL WI GLASS VINYL CI-IANNEL MASONRY PILASTER VIEW WALL L ' FINISI-I GRADE I-BIB' STEEL ST ANCl-!ION 18" MIN. EMBED. ®__...llY'-1.IIE.W..1..LJWAll::li-LL...__-...... E ... L .... EY.,._A=T_._.I .... ON~-------------- SC'-AI F: 1/2"=1'-0" 31&' TEI il"EM:O ~ F'ANI!!. c...Ja Vl'll'!'J. ~J. l'!l!Ali! /fl'!"J ,-GMT AI.IJ'INl'I I FO&t CAP ~ ;; ~l~~i co[~~, ... (lj_AIJS Yfl,[TJ. ~ OR FIi.ii!!,: II' ~NA!.. FO&T ri\l ,__:.V..:.=l&\:::.....:.....:~=-=__;6:....:...LAZ.:._;__;_tN6;_;_ ________ =~=-=-:::-:-:--:-\.V 8C41 e NO ec.Ale ... ' FIN. GRAD ---··---·-. --------------------- @1----DE~c.ORA~~TI-Yf~· ~e:,~A_TE~C,~O~L=UMN __________ SC_A_I F:-9-/4-"=-l'--O-" NOTES: FRECAST CONCRETE CAP UNIT -ltQl-!20FC COLOR -NATURAL GRAY SUBMIT FINISI-+ AND COLOR SAMPLES FOR REVIEW PRIOR CONSTRUCTION SEE CIVIL PLANS FOR PRECISE LAYOUT, 1-+0RIZONTAL 4 VERTICAL CONTROL SLOPE 2:1 MAX.~~• <Wl-+ERE OCCURS> "k-------c • _..--QUICK-CRETE PRODUCTS ~"'~~~~~ FRECAST CONCRETE CAP . -r-tt,.---lb"X8"Xlb' PRECISION CMU COLUMN BLOCK ~ ' "' r ... ' °' • . ' !Nt:,,,...,,l-:?"-(2) II!;, REBAR VERT. IN PILASTER !I:! SOLID GROUT ALL CELLS '• ,iv. ' CLR. ~= .. =-1. l,,!jL~,---II;, COLUMN STIRRUP EVERY OTl-+ER COURSE ~~~[ CEMENT PLASTER STUCCO SCRATCI-I/BROU.N COAT 4 4 ~===~!~ SANDED STUCCO FINl51-1 COAT -COLOR WI-IITE TO MATCI-I ENTRY MONUMENT • I __......--REBAR LAP SPLICE-MIN. lb' OVERLAP ;~......,~;/ TIE ALL CONNECTIONS i __......--(2) "E> REBAR 'J-BAR' DOWELS -MATCI-+ l':ffl=-=tlfi;i!/ VERTICAL BARS 4 ALTERNATE BENDS '' !..-,-"i ! ;".;::, i r~~--i--oo•i i 2S00 PSI CONCRETE FOOTING !;,1/2 SACK MIX "E> REBAR lb" O.C. BOTI-+ WAYS u-;-,,._.._ __ 3' -8' - ®-D_EC,_0AA __ T_1Yf_6_A_TE_P_I_LA_5_TE_R ________ sc ____ A1 ___ E:__,...,,l/2,.,,."=..,..,..l'-__,O',--' BLANK ®----------- --------------------------- NOTES: 8"X8'Xlb" BEVEL CAP !TYP.! CMU BLOCK FOR WALL Sl-+ALL BE:-'k-----~7 ,,.._.....-____.....------b"X8"Xlb' SPLIT FACE !TYF.! WALL UNIT -SPLIT FACE FINISI-+ ----- COLOR -Wl-+EAT "E> REBAR BOND BEAM EVERY OTl-+ER CAP UNIT -BEVEL FINISI-+ coUR&E COLOR -NATURAL GRAY "E> REBAR® 32' O.C. EA. WALL FACE WALL DESIGN: SOLID GROUT ALL CELLS W/ REINFORCEMENT I. ALLOJJABLE BEARII-Ki F'RE&aJRE , 1000 PSI MIN. 2. LATER4L F.455I1/f F'RE55URE,IOO FSF HIN. "8 LADER STD. EVERY OTl-+ER COURSE 3. PRO\IIDE VERTICAL CONTROL JO~T5 ~ 2-S GAGE ® lb" AT 30' ON-CENTER SPACING ;:;, fm ------REBAR LAP SPLICE-MIN. 12" OVERLAP TIE ALL CONNECTIONS 11..1,.~ ,i...---------"5 REBAR 'J-BAR' DOWELS -MATCI-I VERT. BARS AND AL TERNA TE BENDS IN FOOTING SLOPE 2,1 MAX.--- (Wl-+ERE OCCURS) SPLIT FAC,E 6LOC,K ~ -REAR YARD aeAI P: 1/2"=1'-0" NOTES, .,....--8"X2'Xlb' STRAIGl-+T CAP !TYF) CHU BLOCK FOR WALL Sl-+ALL BE:,-"k---=:::r,..--____.....------b'X8"Xlb' SPLIT FACE <TYF.! WALL UNIT -SPLIT FACE FINISI-I ----- COLOR -WI-IEAT _,---"E> REBAR BOND BEAM EVERY OTl-+ER CAP UNIT -STRAIGl-+T FINISI-+ COURSE COLOR -NATURAL GRAY __.--"E> REBAR® 32' O.C. EA. WALL FACE WALL DESIGN: SOLID GROUT ALL CELLS W/ REINFORCEMENT I. ALLOWABLE BEARII-Ki FRE55URE , 1000 PSI MIN. 2. LATERAL F.455I1/f FRE55URE,IOO FSF HIN. _.r--"8 LADER STD. EVERY OTl-+ER COURSE 3. PROVIDE VERTICAL CONTROL JOINT& ~ 2-S GAGE ® lb' AT 30' ON-CENTER &FACING ;:;, SLOPE 2d MAX.--- (Wl-+ERE OCCURS) LEVEL GRADE r&'-0' "'----CENTER FOOTING WITI-I WALL .---2!::>00 PSI CONCRETE FOOTING !;,112 SACK MIX ,:Wf.L-f----"S REBAR CONT. 71'--lo,' -;' ® SPLIT FAC,1; 6LOC,K ~-SIDE YARD SCA! E: 1/2"=1'-0' NOTES, CMU BLOCK FOR PILASTER, COLUMN UNIT -SPLIT FACE FINISI-+ COLOR -Wl-+EAT CAP UNIT -BEVEL FINISI-I COLOR -NATURAL GRAY SUBMIT FINISI-+ AND COLOR SAMFLES FOR REVIEW PRIOR CONSTRUCTION SEE CIVIL FLANS FOR PRECISE LAYOUT, 1-+0RIZONT AL $ VERTICAL CONTROL. -SI ' -SI 'lf-l'-0' LEVEL GRADE t- -SI d • • ......--IS"X4"XIS" CAP BLOCK .lb'X8'Xlb" BLOCK FINISI-+ FER LEGEND Nl::e,,.J.~-::r--(2) "E> REBAR VERT. IN PILASTER ~ SOLID GROUT ALL CELLS •• --ll'lillv." CLR 2 • "8 LADER STD. EVERY OTl-+ER COURSE 2-S GAGE ® lb" -TIE TO WALL 4 a d • __.....--REBAR LAP SPLICE-MIN. 10" OVERLAP ~=;.,i,-----TIE ALL CONNECTIONS • • • ......... " d ~ • ~ (2) "E> REBAR 'J-BAR' DOWELS -MATCI-+ VERTICAL BARS 4 ALTERNATE BENDS 2!::>'1''1' PSI CONCRETE FOOTING !;,1/2 SACK MIX "E> REBAR lb" O.C. BOTI-+ WAYS WALL DESIGN: I. ALLOWABLE BEARING PRESSURE , 1000 PSI HIN. 2. LATERAL PASSIVE F'RE55URE,l00 FSF HIN. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. THE =1E~-r-LIGYTFOOT 5900 PASTEUR COURT SUITE110 ~ CITY () L' c:AuJ_,s r~AD PIANNING CARLSBAD, CA 92008 1 1 \, J GROUP 17601691-1914 www.lighrtootpg.com 1----+----,t---------------+---+--t----+----, PLANNING DIVISION ~-------=========:::::::..----~--~Pl:AN:NIN:.::.G_:SITE~DE:SIG:N___'.L:AND:SC:AP.:._:EA:AC:HIT:ECT:UA:..E -f-~---_-_-_+i:--~_-_-iJ_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_++---_-_-_++---_-_-J_-_-_-_-_f_-_-_--,~ SHl:]:_-s 44 "AS BUILT" DESIGNED BY, ~PA~_ DATE: 03/20/2015 DRAWN BY: AC SCALE: AS INDICATED f---+----,1-----------------j----t--t----t---j LANDSCAPE IMPROVEMENT PLANS FOR: RANCHO COST£RA PHASE 2 ON-TRACT LANDSCAPE DETAILS = • Call; TOLL FREE 1-800 227-2600 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING TITLE ______ _ lATE RlVIEv/ED 3Y, PROJECT MGR.· J. TAYLOR JOB NO.: 1373.04.21 1----+----,--------------+---+--t----+----, ~,=,;::,::;;::,=,;:;;:::====;,===========~ f---+---t---------------i-----i---+----r----, I APPROVED IM\ 4:-~~~ ~ ,Z"2.-·l\c I . PLANNING DATE _ ,K: ,...,ROJE:::T NO. DRAWING NO, 480-3M AREA. TWO WORKING DAYS BEFORE YOU DIG IN'.\PECTLJP D.~TE CT 13-03 i NOTES: CABLE SMAU. NOT BE SPLICEO BE!IIEEII 1,TSNEOIATE TUFi'IISUCl<:i.ES AND ellD P0515. F05T5 TO BE 5ET P!.UMe ANO IER!ICAL. AL1611MENT Cf CABl.f I-I0!.1:5 I~ P05T5 MAY VA;!( 10 C/JNFOl!'1 TO OOOE. UNIFOFM CABLE SPACING 15 INTENT. LNE POSTS SM.\U. BE ~ED ~TALLY ANO ~55ED OIAOO\<ALL Y i,i B01l4 DIRECTI AT MERVAL& NOT TO EXCEED 1000'. 14" EYE SOLT !TYP.! &llb"x'31/s' 'JAW'/'EYE TURNBUCKLE AT TERMINAL POSTS !;/lb"x'3'/s" 'EYE/'EYE TURNBUCKLE 200' O.C. 5' OD. POWDER COATED POST t CAP !TYP.! 1t.i'~ GALV. MULTI STRAND WIRE ROPE 4'-0' ~ 10' o.c. END f'O&T LINE f'O&T C<'! at6. ~ Dh'ECTICII I14"t POWDER COATED TRUSS SAR !TYP.! Cl , '° 1✓.i" ~ CABLE CLAMPS OR CRIMP SLEEvE (2 PER CABLE END) o/s' ~ DRILLED f-!OLES W/ ZINC PLATED CABLE GROMETS CASLE LOOP 4 Tf-!IMSLE !TYP.! TRUSS CLAMP 4 14" BOLT -PEEN END 2000 PSI CONC. FOOTING DOME TOP TO DRAIN &CAI E: l"=l'-0" _.,--------2" OD LINE POSTS ~-1 5A. VINYL GOATED TENSION VIIRE .-,--------KNUGKLED SELV A6e TOP AND BOTTOM 2-1/2" OD END POSTS ~-FLAT STREGHER BAR PER MANUFAGMER _..---PERMAFUSED VINYL GOATED II 5ME FABRIG -2" MESH ,~-1-5/B" BOTTOM RAIL ~-TIES @ 24" O.C. MAX. TOP AND BOTTOM -J,R:icp:-WNGRETE FOOTIN5 5-1/2 SAGK MIX ~ /u\H ___,_Vl:..:....:.NYL~CO::;.=.,_A_,_,_f'.=ED:c.......=CHC!!..A..:..:..:.IN..:....:-L=..INK~F'-=E:.:...::NG=4E=----------~ 8CAI E: lf.2"=1"-0" NOTES: CMU 6LOCK FOR WALL Sf-!ALL SE: WALL UNIT -SPLIT FACE FINISf-1 COLOR -Wf-!EAT CAP UNIT -SLUMP FINISf-1 COLOR,GRAYl00 WALL DESIGN: I. ALLlllJABLE BEARING PRESSURE , 1000 F'SI MIN. 2. LATERAL PAS&IYE FRESSURE,\00 F'SF MIN. 3. PROV!DE VERTICAL CONTROL JOINTS MA50NRY PILASTER BEYOND -SIMILAR VIEW FENCE ELEVATION 8"x2"xlb" SLUMP CAP <TYF) I b"X8"X\b' SPLIT FACE !TYP.> '·tw-·'"i'l'·--r . . · .. · I "5 REBAR BOND SEAM EvERY OTf-!ER COURSE "'-"-'''""''"'~ "". ',~ . l AT 30' ON-CENTER SPACING , ••·· .· .. · ... /1 "5 REBAR e 32" O.C. EA WALL FACE FINISf-! GRADE ;. ,, .... '.1·~.. te LADER STD. EvERY OTf-!ER COURSE i ·•·""f'.TI!f' • 2-'3 GAGE e lb ' F"-i, "; __...--REBAR LAP SPLICE-MIN. 12' OVERLAP • !;f!-lC''"t1•··4:-Al/;t!F)\nl::;r1Tilf11'¢.LL CONNECTIONS SLOPE 2:1 MAX.--~"' i:f~~~i~Dj/l~Iill "5 RE6AR 'J-SAR' DOWELS -MATCf-1 VERT. SARS (Wf-!ERE OCCURS) A\'Ji~~im1r2111i1111 . . . AND ALTERNATE BENDS IN FOOTING t='11•;•,·· , ~,,:.c:•;.,, __ .,,, .... •"",-, ------2&00 PSI CONCRETE FOOTING ,,,,· •· .•. ·•· .. ·.·•··'•.•.·' .. ·.·•··.··· .. · ... ··u, .. .,".''°""-'~···,,•, ""' SACK MIX ,"' · d: :~:_:·~:: / >J li;::::! l !'.';'.'_::::.: 1 r-~ 2 ,/ , To o1i-f~~~< ;J,u~u7; "5 REBAR lb' O.C. SOTf-1 WAYS ( ' ' 0 6LOGK 4 IRON TRAP FENGE-SEGTION 8CAI E: 1/:2"=1"-0" RAIL ATTAC"1MENT STUD AND POST FLANGE l' X l' FENCE Fo&T /OF< BLOCK ~ION OF WALL/PILASTER SEE ENLARGEMENT 'A' i~tQt1LI~~:~J.TBi!: Mf~.T CAULK JOINT Wi CLEAR SILICON l¼'I RAIL &TUD FENCE RAIL SLIF'& 0\1:F< RAIL STUD CONSTRUCTION ADI-IESIYE BEAD l EXPANSION SOLT IF MASONRY CON&TF<IJCTION ~-------/IF METAL POST 14 ENLA!i?4EHENT 'A' NOTES: \ J ALL MATERIAL AND I-IARDWARE TO BE -'k---"'" PRE-GALVANIZED. ' l • . PAINT W\Tf-1 ONE COAT EPOXY PRIMER 4 -,:!J)( .. oNE. coAT EXTERIOR ENAMEL FINI6f-! PAINT l!l .• ,'m' "ILJ"· . COLOR BLACK · , ··•· ' ·••• · • o=J;E:::J!I'. .·_. --_:·_:-:: 3/4' ROUND PICKETS e 4-1/2' O.C. 1-318" ROUND TUBULAR STEEL RAILS TOP 4 BOTTOM 8' DIA. DOMED rift&~rE_ F~?]~~K MIX <TYP) f-!ARDWARE ATTACf-!MENT TO BLOCK PILASTER WI ' 'i!1·,tint1.i;.___ f-!IL I 'KWIIK OOLT 3' f-100 SERIES ANCI-IOR i L~,. ':ff ------NATlvE SU66RADE D ORNAMENT AL TRAP FENC.E NOTES: CUT COYOTE ROLLER TO FENCE LENGTf-1 COYOTE ROLLERS 6Y ROLLER GUARD, INC. (644) 438-7b!;!; OR COYOTEROLLERCOM 1/4'.J,, CLR"I' ~ ~ O.C. MAX SPACING, 8CAI E: 1/2"=1'-0" ~-\"/e" EXTRUDED ALUMINUM COYOTE ROLLER TUSE ~-END CAP 4 ROLLER SEARING ROLLER 6EARING ~-MOUNTING BRACKET ~:::i, POWDER COATED 6LACK 0 . ... , ... ' ., ' ' ........ '-················ ... ········-····················· ····· .. 0 0 1.. ----! ORNAMENT AL IRON _ ___Jr;f."2, .f-j FENCE o o r 112 • r ---,--,----~--·· ..•. , ..... , ... ;;;;;;;;;=:), i • { H '1' '< ~ ' l._..t ! ~-\/2'x2v2' ZINC PLATED f-!EX SOLT WI LOCK WASf-!ER 4 NUT ® CQ(OTE ROLLER E ~--------------~~ &CAI E: S"=l"-0" "' ' N ci w '·""~-~- '""°' •-, --!;" SQ. PRECAST CONC. POST QUICK CRETE IIQS8RF ~-&vi"x2-IIB" FRECAST CONC. RAIL QUICK CRETE IIQP3RF 8'-0' O.C. FRECAST RAIL <TYP.! FRECAST POST <TYP) i;i D ' cy ... D THE "" e: "' ... "" e: "' ... D.G. TRAIL PER CIVIL FLANS NOTES, CHU BLOCK FOR WALL Sf-!ALL SE: WALL UNIT -SPLIT FACE FINISf-1 COLOR -Wf-!EAT CAP UNIT -SLUMP FINISf-1 COLOR:GRAY\00 WALL DESIGN, I. ALLOIJJA6LE BEARING FRESSIIRE , 100'1.I PSI MIN. 2. LATERAL PASSIVE FRE&Si.\RE,10'1.I PSF MIN. 3. PROVIDE VERTICAL CONTROL JOINTS AT 30' ON-CENTER SPACING ,,.,, ,·j MASONRY PILASTER BEYOND VIEW FENCE ELEVATION 8'X2"Xlb' SLUMP CAP (TYF.! --------------------~ ,,,,-.. ' . "5 REBAR SOND SEAM EVERY OTf-!ER COURSE •"-'f ~ b"XB"X\b" SPLIT FACE <TYP) 24' LEVEL GRADE 7f'--+-,l'I· /, "5 REBAR fl 32" 0.C. EA. WALL FACE 1" . ''i;'.f! SOLID GROUT ALL CELLS W/ REINFORCEMENT FINISf-1 GRADE '"Y _.,,,,,---S LADER STD. EVERY OTf-!ER COURSE 1/ 2-'3 GAGE fl lb" '"'.! --------REBAR LAP SPLICE-MIN. 12" OvERLAP ... ~'P'strf•'"'iiTIE ALL CONNECTIONS ---"5 REBAR 'J-SAR' DOWELS -MATCf-1 VERT. SARS AND ALTERNATE BENDS IN FOOTING .....____ 2&00 PSI CONCRETE FOOTING 51/2 SACK MIX '"'--#5 REBAR lb" O.C. SOTf-1 WAYS COYOTE ROLLER ,-_ ~~~~~.,.=--==- =~"'"""""""""ff-C-C-C<=<"=="""" 314" ROUND PICKETS 11 4-1/2' O.C. ljJ~~!~~----itHtl·:-,,~., ~J,i~,::-1~i ~= i~bac1LI;~:~JTBi!: Mft.T FITTED OvER STANCf-1\0N '"'"'/"''''• ·' 1-318" ROUND TUBULAR ' • ' . STEEL RAILS TOP t BOTTOM ,, ... -'k==•,, ..... ii •..•..• " ........... :;,,,, ......... , .. i:ii.,.~,,. .. .................... -, -,,., ..... ,. ,, ....... _~----·-'"---.,A CONSTRUCTION ADf-!ESIVE LOCTITE PL-500 OR EQ. 1-:,IB' STEEL STANCI-IION 18' MIN. EMBED. RAIL STUD I POST FLANGE WI I-IILTI KWIK-CON 11 ANCf-!OR. <TYP) MASONRY PILASTER VIEW FENCE SECTION FIN\Sf-1 GRADE ® ____ 10 ..... JSO ................. V ...... IEV,__._._F=EN-=IG=E_--=EL=EV=-:...:....A:...:....:Tl-=-ON'-'--________ _ 1:.-1 8CAI E: 1/2"=1'-0" RAIL ATTAC"1MENT STUD AND POST FLANGE CAULK JOINT W/ CLEAR SILICON FENCE RAIL &LIF'& OVER POST ASSEMl:IL Y RAIL STUD +/-1'-ii' 0 CONSTRUCTION AD"1ESIYE BEAD --------(IF METAL POST ,,,. \ J • EXPANSION SOLT I~ MASONRY CONSTF<I.ICTION ENLARGEMENT 'A' NOTES: ALL MATERIAL AND f-!ARDWARE TO 6E PRE-GALVANIZED. COYOT /TYP.J rN~t1LI~~~~JTBi!: Mf~_T 314' ROUND PICKETS s 4-1/2' O.C. 1-3/8' ROUND TUBULAR STEEL RAILS TOF I BOTTOM FINISl-l GRADE PAINT WIT!-1 ONE COAT EPOXY PRIME0 I ' ;;::/1 · l::iiii I I;·. ;':ii i '='1ii ', 1.:. i i i=-i i: oNE coAT EXTERIOR ENAMEL F1N1sf-!FA1NT ·--,111:::~lT!: .. 1·, ic",'1r:'~m1.:;;;.fi::i.'.•41 •':::.·"'---8' x 24' ~oMED COLOR BLACK if?UT;rL '. •" iblJfr~:J_f , . •· f~~\E_ F~~~K Mix f-!ARDWARE A TT ACf-!MENT TO BLOCK · • ., 11 ;,,, NATlvE SU66RADE ~ltfr~[!=u)TTK~icT ~~ 1-l~~ SERIES ANCI-IOR ... , 'lf11f1J.·Y, ,11~1'llf' © ORNAMfNTAL IRON FENe,E &CAI E: lf.2"=1'-0" "luYrNOJ ~~~0Ls::g.r~~R9i~o~RT SUITE110 ~ CITY OF CARLSBAD 1S-EETSI GllOUP {760)692-1924 www.lightlootpg.com >-----+--+---------------+----+-----<>-----+-----< l____::U PLANNING DIVISION 44 ~-------==::::::::::::::::_ __ _.:-=-=-=--;=-=-=-=-_..:'.'.'LA:'.NN'.:ING~_.'.':'TE~□E:SIG:N~LA~N~□s:cAP:EA:RC'.'.'.'.H':'.'.TEC~TU:.'.RE_J~-=-=-=-=t-=-=-=1+-:-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=1+-:-=-=-=1~-=-=-=1~-=-=-=1+-:-=-=~--1 l Call; TOLL FREE 1-800 227-2600 1WO WORKING DAYS BEFORE YOU DIG APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" TITLE ______ _ REV:E\./E J 3Y: INSPECTOR DESIGNED BY: ~PA~_ DATE: 03/20/2015 DRAWN BY: AC SCALE: AS INDl:ATED PROJECT MGR.: J. TAYLOR JOB NO.: 1373.04.21 JA-:-E D~TE R _A: 2961 l-----+--+----------------+----+----11----+-----I DATE INIT Al DATE ·NIT AL ENG'NEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY Al)l'ROVAI_ LANDSCAPE IMPROVEMENT PLANS FOR: RANCHO COSTERA PHASE 2 ON-TRACT LANDSCAPE DETAILS PLANNING DATE DWN BY ...:.oA"-C __ PROJECT NO. DRAWING NO. ChKC'l 3Y: =JT __ CT 13-03 4B0-3M ~VWD BY: BLANK ®--------- MASONRY PILASTER Wl-!ERE OCClJR5 AT FRONr YA~ SETBACK TRANSITION OR WALL RETURN TO HOU5E S'-IZI' '''' """ ,,,_ ........... ,.,.,., ol " '11 CONSTRUCTION ADI-IESIVE LOCTITE FL-&00 OR EQ. 1-&/8' STEEL STANCHION 16' MIN. EMBED. i~tif~~~&TB~ ~g~_T FITTED OVER ST ANCI-IION 3/4' ROUND PICKETS @ 4-112' O.C. 1-3/8' ROUND TU6ULAR STEEL RAILS TOF l BOTTOM I' INCH CLR OF WALL l CAF RAIL STUD 4 FOST FLANGE W/ HILTI KWIK-CON II ANCHOR (TYF) MASONRY PILASTER SIMILAR VIEW FENCE SECTION "-FINl51-l GRADE @i-----,;4=2_" .::.B.::.Loc.K~__:_4...;.lf<O;__;;;_N___;_TRAP___;____;_FENG~;_;;E~------sc-••-F:-l/2-"-=l'_-o_• NOTES, CMU BLOCK FOR WALL 4 PILASTER, SPLIT FACE FINISI-I COLOR -WI-IEAT CAF UNIT COLOR -NATURAL GRAY SU6MIT FIN/SI-I AND COLOR SAMPLES FOR REVIEW PRIOR CONSTRUCTION SEE CIVIL FLANS FOR PRECISE LAYOUT, I-IORIZONTAL 4 VERTICAL CONTROL. '° ' -N N ' N MASONRY PILASTER WHERE OCCURS AT FRONT YARD SETBACK TRANSITION OR WALL RETURN TO HOUSE .··C---1 . "-' ' -~ -----':=; " 8'x6'xl6' SPLIT FACE CMU 8'x2'x/6' CAF BLOCK 1':l'x4'xl':l' CAF BLOCK 6EVEL FINISH MASONRY PILASTER c SIMILAR @ 24° c.HEeK BLOC.K ~ H ----------.-e-,~ SCA! F: 1/2'=1'-0"' NOTES, G-':30 PRE-GALVANIZED MATERIALS, POWDER COATED FAINT COLOR BY OWNER GATE I-IINC:sES SI-IALL BE MIN. 1-1/2' PIA X 3' X 1/2' Ti-llCK 14 GAUGE. HINGES 51-!ALL BE ADJU5TABLE. CONTRACTOR 5HALL PROVIDE 5HOF DRAWING& OF GATE&, FENCE AND I-IARDWARE --ORNAMENT AL IRON FENCE BEYOND SEE FLANS 1/4' TI-IICK X 4' SQ. TUBE STOCK POST AND GATE I-IINGE WITI-IIN COLUMN !TYF. 2) FOR PILASTER FOOTINGS AND REINFORCING SEE DETAIL& VEI-IICULAR GATE <DOUBLE SWING TYPE) PROVIDE lb' CLEARANCE FOR CONTRACTOR &HALL 5UBMIT SHOF DRAWINGS FOR CITY FIRE DEPARTMENT REVIEW AFFROVAL UNDER SEPARATE PERMIT. GATE DESIGN OPERATORS AND CONTROLS SI-IALL CONFORM TO LOCAL FIRE CODES. VEI-IICULAR ACCESS !TYF. EA SIPE) -inr-n=u IE>' /TYF'.! 0 VEHICLE ENTRY 6ATE5 VERIFY FER CIVIL DRAWINGS SCA! E: 1/4"•1'-0" ,s, ' "' ELEVATION I. 24• I ,r--·-----,1" KIOSK SIGN COLUMN GA TE CONTROL 4 CALLBOX ELITE ACCESS SYSTEMS 'DIAL-CODE VF' SERIES 01-: EQ. INSET INTO COLUMN - POSTAL 4 KNOX BOX ACCESS SERVICE BOXES FINISH GRADE ®"""'6 ..... A_._TE'-=--"AC;G...:.=.a=ES=S_,_K_..,_IOSK=-=...._----------sc-,•-• E:-l-"=-l"-0_11_ - \,l 3" ---CONC. CAF -4' OP STD. GALV. STEEL FIFE FILLED WI CONC. (APPLY TWO COATS YELLOW FAINT) ~--SLOPE CONC. BASE ~ A.C. PAVING OR CONC. / FER PAVING FLAN -~-'---~ ---l=±fit1:___ __ CONC. FOOTING m~¥:-----DRAINAGE AGGREGATE il',rrt~:ll:~=)1---COMPACTED SUBGRAPE _,_ ___ I' -b" t ®_REMOa..=;..~VAB-==LE=-=-eoL.;;;.;:;=LA;....;;.RD-=--------------sc•• F: 3/4'=1'-0' THE Ii ,., - DECORATIVE GATE COLUMN .---EMERGIENCY ACCESS -STROBE LIGI-IT DETECTION ACCUATOR -INSTALL CONDUIT WITI-IIN COLUMN -SURFACE MOUNT DETECTOR ON COLUMN IN MET AL I-IOUSING .---2• SQUARE 14 GAUGE STEEL TUBE FRAMING !TYF.J ~-11/2' SQUARE 14 GAUGE STEEL RAIL ~-3/4" SQUARE 14 GAUGE STEEL PICKETS ~ 4" O.C. (TYF) E,' ----------...... J, NOTES, ALL MATERIAL AND HARDWARE TO BE PRE-GALVANIZED. FAINT WITH ONE COAT EPOXY PRIMER l ONE COAT EXTERIOR ENAMEL FINISH FAINT. COLOR, 6LACK GA TE HARDWARE SHALL 6E SHOF FABRICATED l GALVANIZED. CONTRACTOR TO SUBMIT ,., SHOF DRAWINGS FOR REVIEW FRIOI-: TO CONSTRUCTION ORNAMENT AL IRON FENCE BEYOND -~ SEE FLANS c DECOl-:ATIVE PEDESTRIAN GATE 4.:l 4'-01 r B ORNAMENTAL IRON MAN 6ATE NOTES, ALL MATERIAL AND I-IARDWARE TO 6E PRE-GALVANIZED. FAINT WITH ONE COAT EPOXY PRIMER l ONE COAT EXTERIOR ENAMEL FINISH FAINT. COLOR, 6LACK GATE HARDWARE 51-!ALL BE 51-!0F FA6RICATED i GALVANIZED. Q ' CONTRACTOR TO SU6MIT ;., 51-lOF DRAWINGS FOi-: REVIEW PRIOI-: TO CONSTRUCTION 41-rii• r Y. .Y.0.Y.Y.,., ••• ""•'•m; -- VARIES /~'-TU6E STEEL FRAME RAIL ( 1 TF. TOF l BOTTOM) l'/4' TUBE STEEL UPRIGHT i CAF FORK LATCH AND 60LTED COLLAR WITH LOCKA6LE HASF BOX TYFE HINGE i FLANGE SHOF WELD TO UPRIGHT ORNAMENT AL IRON FENCE FER FLANS DOME TOF OF FOOTING TO DRAIN FINISH GRADE SCA! F: 1/.2"= I '-0" /~'-TUBE STEEL FRAME RAIL ( rTF. 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IAYL0R JOB NO.: 137304.21 DATE F WORK: DATE z. 7- f------+----+------------+---f------+--+--------l I APPROVEJ f~i.e:\ Y-:✓ t-1\,..;s\\ s. Z':2-·~1c _ p:_ANNI\G DAT[ OWN BY: -"A,,_C __ P~OJECT NO. ORNNII\G NO. INII IAL DAfE INITIAi_ DATE INITIAL CHKC BV: =JT __ CT 13-03 480-3M AREA. !NSPE=EIR D~TE TWO WORKING DAYS BEFORE YOU DIG R.L.A. 2961 ENGINEr::R OF WO~K REVISIOI\ DESCRIPTION OTHF.:R APPROVAL Cl I Y APPROVAL ~VWD BY: l "' 0 ,I, 12' .••• '"~ FINISµ GRADE OF PLANTER /Jlr:,:0·:1,,"'"~=':l'"N'.'.'.00000 i ::: : :·:" T.t]'if1'1!::it~:...___ RADIUSED PRECAST CONCRETE CAP <I " 0. 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GALV. STEEL POST 4 CAP FINISH GRADE COMPACTED SUBGRADE 2000 PSI-5 1/2" SACK MIX CONCRETE FOOTING - DOME TOP OF FOOTING TO DRAIN NOTE, REFER TO CIVIL PLANS FOR µoRIZONT AL 4 VERTICAL CONTROL 4 LAYOUT. ------------- _,,,.---12" ROLLED CURB 4 GUTTER PER CIVIL AC 5TREET PAVING PER CIVIL PLAN5 CONCRETE µEADER CURB CONCRETE PAVER5 <TYP) ~D ~RO""-UND"-'-=-.;....;A60U ________ T.....;.T'-'-T P;....;;Eaa.....;a..1C._1 -------------\!::::.) SCA! F: 1/4"=1'-0" NOTES, PAYERS ORC.O PAYERS -80MM 'ISRAN PIETRA' SUBMIT PAVER MOC.K UP AND C.OLOR SAMPLES FOR REVIEV>I -SEE SPEC.S. CONC.RETE HEADER 2800 PSI -5-1/2 SAC.K MIX C.ONC.. INSTALL V>I/ DAVIS C.OLORS 'SILVER SMOKE' CARBON ADMIX SCORE LINES 5' O.C. -EXPASION JOINTS 20' O.C DIMENSION~ 12" HEADER-WIDTH ROUNDABOUT TYPE 'C' Ii:>" HEADER V>IIDTH ROUNDABOUT TYPE 'A' 4 'B' ® CONCRETE PAYERS CONCRETE PAVER -SEE NOTE SAND LEVELING COURSE - #20 COARSE PLASTER SAND CONCRETE HEADER -SEE NOTE #,4 ~~BAR c;pNT. CENTERED l'/'""" \./ \/ i ./! ct \\\7 {{""'} 1/4" RAD-~' \ \f ,_i,l ! J,/ } ~:::~\ lii ,1~\I/ ·'::,f? ~-PLANTER AREA PER PLAN .____ __ COMPACTED CLASS II SUBBASE PER SOIL ENGINEER SPECIFICATIONS "---COMP AC TED SUBGRADE PER SOIL ENGINEER SPECIFICATIONS sea, F: l"=l"-O" VEµICULAR WAY 4 AC PAVING PER PLANS 6' ROLLED CURB PER CIVIL PLANS c. RAISED PLANTER 44 (WµERE OCCUR5) \ \ ; ' /"i / . CONCRETE PAYERS CONCRETE µEADER PLANTER AREA COMPACTED CLA55 II BA5E ---......_ SUBGRADE ®1---'-'ROUND ........... =--:..-ABOUT-=="'--'--'SE=C.T_,_,_IO=-'N-=------------- SCA• F: S/4"=1'-0° NOTES, PAYERS - ORC.O PAYERS -80MM VEHICULAR PROFILE STYLE/FINISH -'ISRAN PIETRA' -5 UNIT ASHLAR COLOR -CHA TEAU SUBMIT PAVER MOCK UP AND C.OLOR SAMPLES FOR REVIEV>I -SEE SPECS. CONCRETE HEADER - 2000 PSI -5-1/2 SACK MIX CONG. INSTALL V>I/ DAVIS COLORS 'SIL YER SMOKE' CARBON ADMIX SCORE LINES 5' O.C. EXPANSION JOINTS 20' O.C. 0 C.ROSS~K PAYIN5 NOTE, REFER TO CIVIL PLAN5 FOR µoRIZONT AL 4 VERTICAL CONTROL 4 LAYOUT. A'.'.l c:,::J ci:::H:::c:; 5TREET CENTERLINE <TYP) ® ROUNDABOUT TT"PE 1A1 NOTE: REFER TO CIVIL FLANS FOR µoRIZONT AL 4 VERT I CA coNTRoL , LAYOUT. A~J:'.::Jj:::1:11::r::1{'I'.!t~ STREET CENTERLINE (TYF) @) ROUNDABOUT TfPE B 1 - SAND LEVELIN6 COURSE - #20 COARSE PLASTER SAND INTERLOCKING PAVER -SEE NOTE CONCRETE HEADER -SEE NOTE !t4 REBAR CONT. CENTERED 1/4" RADIUS (TYP.) N ~-A.G. PAVING PER CIVIL PLANS ~-COMPACTED CLASS II SUBBASE PER SOIL ENGINEER SPECIFICATIONS ._____ COMP AC TED SUBGRADE PER SOIL ENGINEER SPECIFICATIONS SCA! F: l"=l'-0" AC 5TREET FAYING PER CIVIL PLANS 12" ROLLED CURB 4 GUTTER PER CIVIL lb' CONG RAISED PLANTER CONCRETE PAYERS <TYF) SCA! e S/S2"=1'-0" .,;,--AC STREET PAVING FER CIVIL PLANS 12' ROLLED CURB 4 GUTTER PER CIVIL 12' CONCRETE µEADER RAISED PLANTER CONCRETE PAYERS (TYP.J SCA! F: 1/t;"=l"-O" --------THE I ;....,,uGHrmor 5900 PASTEUR couRT su1TE110 ~ rrTY.. OF CARLSBAD lsH:::ETsl -'!!!!' -PLANNING CARLSBAD, CA 92008 v ___ __ __ _ GROUP (7601 692-1914 www.lighttootpg.com 1-----+--+----------------+-----+--t-----+----1 PLANNING DIVISION 44 ~-------=:::::::~::::::=__ __ __:==::;:::==-P~LA':NN~ING'.._...'.S:'.ITE:□E::SIG~N __:l:AN~DSC~AP~E A~RC:'.'.'.HIT'.::EC:'.'.'.TUR::.E -1~--=--=--="]-:--=--=--=-i:"=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=-i:"=--=--=--=-:J~--=--=--=-r~--=--=--=-i:"=--=--=-=J--i "AS BUILT" DESIGNED BY: ~PA~_ DATE: 03/20/2015 DRAWN BY: AC SCALE: AS l~DICATEC 1-----+--+----------------+----+---t-----+----l LANDSCAPE IMPROVEMENT PLANS FOR: RANCHO COSTERA PHASE 2 ON-TRACT LANDSCAPE DETAILS Call; TOLL FREE 1-800 227-2600 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING TIT-'-~- RC:VIE\./ED BY, PROJECT MGR.: c. 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