The URL can be used to link to this page

Home My WebLink AboutDWG 454-1L; CDP 05-49; 4984 EUCALYPTUS LANE; 01-081. 2. 3. 4. 5, 6. 7, LANDSCAPE PLANS PREPARED FOR: TENTATIVE PARCEL MAP NO. MS 05-10 CITY OF CARLSBAD NOTES Inspection Procedures Inspection of the project shall be performed by the Landscape Architect of the Work, or his designated agent. Refer to the specifications for 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 Certification Form". A request for a final landscape inspection by the City must also be made by calling the Inspection Request Line. "Final Landscape Certification Form": Fax to 760.944.8943 Landscape Inspection Request Phone Line: 760.602.4602 Back.flow 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 www.ci.carlsbad.ca.us/pdfdoc.html?pid =340. As-built Plans As-built plans 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. The final plans shall be prepared by the landscape architect from dimensions provided by the contractor. 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. Final irrigation as-built plans will be required to be reviewed and approved by the City, and final mylars will be required to be approved and signed by the City prior to Planning Department signing the permit card. Slopes Slopes 5:1 or steeper requiring erosion control measures as specified herein shall be treated with one or more of the following planting standards. a. Standard #1 -Cover Ci-op/Reinforced Straw Matting: Cover crop shall be a seed mix typically made up of quick germinating and fast covering grasses, clovers and/or wildflowers, Submit the specific seed mix for City approval prior to application. The cover crop shall be applied at a rate and manner sufficient to provide 90% coverage within 30 days. Type of reinforced straw matting shall be as approved by the City and staked to the 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. Standard #2 -Ground Cover One hundred percent (100%) 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 fu 11 coverage within one year). c. Standard #3 -Low Shrubs Low spreading woody shrubs (planted from a minimum of 2-3/4 inch liners) shall cover a minimum of seventy percent {70%) of the slope face (at mature size). d. Standard #4 -Trees and/or Large Shrubs Trees and/or large shrubs shall be (planted from a minimum of 1 gallon containers) at a minimum rate of one (1) per two hundred (200) square feet. Slopes -6:1 or steeper and: a, 3 feet or less in vertical height and are adjacent to public walks or streets require at minimum Standard #1. b. 3 feet to 8 feet in vertical height require Standards #1, #2 and #3. c. In excess of 8 feet in vertical height require Standards #1, #2, #3 and #4. Areas graded flatter than 6: 1 require Standard #1 (cover crop) with temporary irrigation 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 highly visible areas to the public or have special conditions that warrant immediate treatment. Schedules Prior to the start of grading, the applicant or applicant's agent shall obtain City approval of a construction schedule and/or exhibit outlining the timing of the slope planting and irrigation. The schedule shall show timing of construction of free-standing, retaining and crib walls immediately after rough grading as each location is achieved. Irrigation and planting shall take place as grading progresses. Installation of irrigation as shown on the approved plans shall commence within 10 days of the time when each slope is brought to grade as shown on the approved grading plans. 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. APN: 208-040-03 CARLSBAD, CALIFORNIA GENERAL SPECIFICATIONS 1. All local, municipal and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications and their provisions shall be carried out by Contractor. 2. Contractor shall have a valid contractors license(s) required for the particular work being done. Contractor shall not allow the license(s) to lapse during the contract period. 3, Contractor shall verify the location of all existing utilities, structures, and services before commencing work. The locations of utilities, structures and services shown in these plans are approximate only. Any discrepancies between these plans and actual field conditions shall be reported to the Owner or Landscape Architect. 4. Contractor shall protect all existing utilities and features to remain on, and adjacent to, the project site during construction. Contractor shall repair, at his own expense, all damage resulting from his operations or negligence, 5. Contractor shall obtain the pertinent engineering and/or architectural plans before beginning work, 6. Contractor shall obtain all necessary permits required to perform the work indicated herein before beginning work. 7. Contractor shall arrange for payment of any permit fees and related expenses with the Owner's authorized representative. 8. Concrete Contractor shall obtain structural soils report prior to beginning work. Recommendations of structural soils report shall take precedence over these specifications. 9. Contractor must check all dimensions, framing conditions and site conditions before starting work. Any discrepancies or possible deficiencies between the plans and specifications with field conditions shall be brought to the immediate attention of the Owner or Landscape Architect. 10. Contractor shall not willfully install any elements as shown on the plans when it is obvious in the field that unknown conditions exist that were not evident at the time these plans were prepared. Any such conditions shall be brought to the attention of the Owners representatives prior to performing any work or Contractor shall assume all responsibility for any field changes deemed necessary by Owner. 11. All property lines shall be verified prior to commencing work. No construction item, including footings, shall extend past the property line. 12. Contractor shall be responsible for any coordination with subcontractors as required to accomplish all construction operations. All piping, conduit, sleeves, etc., shall be set in place prior lo installation of construction items. 13, Contractor shall be responsible for replacing any existing materials that are damaged during construction. 14. The drawings and specifications represent the finished structure. All bracing, temporary supports, shoring, barricades, etc. are the sole responsibility of Contractor. 15. Observation visits to the job site by the Landscape Architect do not include observation of or responsibility for construction methods and safety conditions at the worksite. These visits shall not be construed as continuous and detailed observations. 16. All forms and alignment of paving shall be reviewed and approved by the Landscape Architect or Owner prior to pouring (a minimum of 48 hours notice is required). 17. All proposed surfaces shall meet existing surfaces with smooth and continuous transition and shall be flush along entire edge. 18. All dimensions are from outsi,de face of paving, wall, curb, pool shell, etc. unless otherwise noted on plan. All angles are 90 or 45 degrees unless otherwise noted. 19. Contractor shall maintain a qualified, English-speaking supervisor on site at all times during installation. Supervisor shall keep and have available a current copy of the landscape and irrigation construction plans on which "As Built" notes shall be recorded. 20. Contractor shall assume sole and complete responsibility for the job site conditions during construction of this project, including the safety of all persons and property. This requirement shall apply continuously and not be limited to normal working hours. Contractor shall protect all construction and landscaping from damage and, when required, provide guards or covering. Any damage shall be repaired or replaced at the Contractor's expense. 21. Contractor shall defend, indemnify and hold Owner and Landscape Architect harmless from any liability, real or alleged, in connection with the performance of the work on this project, including any claims arising out of his operations or the operations of any of his subcontractors, material suppliers, or agents excepting for liability arising from the sole negligence of the Owner or Landscape Architect. 22. Contractor shall provide storm water and non-storm water pollution prevention measures and shall follow Best Management Practices in accordance with state and local urban run-off practices. SHEET INDEX: TITLE SHEET WATER CONSERVATION PLAN IRRIGATION PLAN AND LEGEND IRRIGATION DETAILS IRRIGATION DETAILS IRRIGATION SPECIFICATIONS PLANTING PLAN PLANTING DETAILS AND SPECIFICATIONS PREPARED FOR: Khaled Chehade Trustee of the Khaled Chehade Family 1362 Sugarbush Dr. Vista, CA 92084 PH: 760.744.2512 PREPARED BY: CALIFORNIA LANDSCAPE TECHNOLOGIES 970 Woodlake Drive Cardiff by the Sea, CA 92007 PH: 760.942.9320 CALIFORNIA ti ENGINEER'S SIGNATURE APPROVED '-:;"--V.. , ~ ENGINEERING PLANCHECKER b/15/10 DATE 1 2 3 4 5 6 7 8 I CiNDYl AVE, ·-USA ST. rs/TE [UCAL YPTUS --' CR[STVl[VV DR. VICINITY MAP • NOT TO SCALE (THOMAS BROS. 1107 ■A6) \ I NORTH DECLARATION OF RESPONSIBLE CHARGE 1. I hereby declare that I am the licensed designer of work for this project, that I have exercised responsible charge over the design of the project as defined in Section 6703 of the Business and Professions code, and that the design is consistent with current standards, 2. I understand that the check of project drawings and specifications by the City of Carlsbad is confined to review only and does not relieve me, as the licensed designer of work, of my responsibilities for project design. These plans have been prepared in substantial conformance with the approved Landscape 3. Concept plan, Water Conservation plan, Fire Protection plan, and all conditions of approval related to landscaping. By: ,~(L Prepare Date: _ _,1/J.,,_• "--/ If"---'· /_I) __ UNAUTHORIZED CHANGES & USES The landscape architectural firm preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. 5-2~ -112) 3-28-112) 4-2S-/2:>S APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE_________ DATE REVIEWED BY INSPECTOR DATE fsHml 1 CITY OF CARLSBAD ISHE8ETSI 1-----1----+-----------------+---+--+---f----1 L__1_J l PLANNING DEPART~ENT 1-----le----+-----------------+---+---+--+----I~===--======================-'==~ IANDSCAPE TECHNOLOGIES landscape arch/lecture Irrigation design 970 Woodlake Drive Cardilf by the Sea California 92007 760.942,9320 4984 EUCALYPTUS LANE APPROVED / ( ;_ / 41--('{~,,J(~ i'.J: • t::,1/--,,:,JL 1-~ •1".£Jlr ' 1----1----l-----------------+---+---t---l--·- 1 DA lE INlllAL ·- ENGINEER OF WORK REVISION DES CR PTION PLANNING DEPART~ENT DATE DWN BY: PROJECT NO. i DRAWING N.o. 1 1 DATE INITIAL DAlE INITIAL , CHKD 8 d e-==--'--'-=+-=.:_c.:.::__L.::..:::..:=-i i' Y: --DP 05-49 1L , □THER APPROVAL CITY APPROVAL RV'wD BY• ~-------~ _j - 0 A-:> J: en ..c. I -r ::-, ..... >: ......... , ..•.. _ '''•'""'" .'"" ··:r--· -.<.!_, . ... ?'/••-.:::·;-- / :: !i \ / ···~-,.,.. . ,., . . ,-./ ·········-·········-··-·. ·--~-. ,, ,:{ <•" . 'l "-:' ij i " ..... f"J. ; . . ·,,,. I ! . t-r:; (: ,'i ·•. ;~;~\~i;:~"" i''f,!,-. {\;' \/ • .;-. , l<> . .=~\);\>.> ;-, . /, ,,c~,;, "W'. '!nee,,.• j} !,, '. \...., .. / " . ' .. ·r i) ,'·•·,I'"-,., , . (._. -:-:._\: _s_ / V NDSCAp~ ~ ~ .,, c:., () ✓ --< CHN L GIE /a,dsoq:)e achlleotr.xe /n1gClflon dellgl 970 Woodlake Dl1ve C8rclff by the Sea CIIA.lWI :;:1 780.942. (!') SE TABLE WATER U Water U_se In Area Square Cubic Footage Feet/Year Symbol 3,541 sf" 11,11oc.f. 3,579 sf s,248 c.f. Area Description Level Parkway * 2:1 Slope Description Zone this plan are . reas as shown on ecies and are . . 1· All planting a nt transitional sp . ation shall ZONE 3 -_Trans1~~~!~1y drought_ to~~~n rate syst~m;h~~16e installed planted wb1tham~atched,_10:,v ~r~ciIir:gation timer an irrigated Y b a soph1slica e be regulatedh [off device. with a rain s u Off-site . . 3 637 c.t. 2'1Slope ,a.oto,imgauoe. 1111 j 111111 1,341 sf , I bad Landscape Man~~I~ of 43 inches, and spray a . . c·1y of c~' Q """" '" YEAAL y WATER us~~ 3 ~ d=•lbod '::,; 00.fl.Noo, (240 he ESTIMATED -'"" '" Zo loo lated at 23, Estimated '"':!': "" '" both= " ' II A MdlLB. " which wm -,, m a Comblood wa MM,al Seci>= .. -lm-=o NOTE: d scribed in City of c~;:::e prior to installatJo d Landscape . n of propos Zone 3 as e nd water use e t water use. ~ Square footage_ a ea and subsequen 50% reduction in ar d in Cubic Feet Calculatio::kc (.4)) x Area x .083 = Water Deman (ETo (43) -Efficiency ) Irrigation O 46 for sprays (0.55 for rotors and . \ SCALE, 1' = 2(!')' NORTl-l r--~:n -Fi:;7 <O) FR PLANTING APPROVED ATION ONLY, AND IRRIG PRECISE INCLUDINGF PLANTING LOCATION OAS ARE · "AS BUILT" TITLE ____ _ REVIE\vED BY : INSPECTOR CARLSBAD DEPARTMENT DATE DATE I SH~ETS I ,---L---, FOR· A TION PLAN . ANE WATER CONSERV YPTUS L 4984EUCAL DATE INI TI AL DA TE INITIAL DATE INITIAL APPROVED PLANNING DWN BY: CHKD BY: -r~-"t.£>1 DATE ENGINEER OF WORK REVISION DESCRIPTION □THER APPR□VAL CITY APPROVAL RV\vD BY, dDP 05-49 DRAWING NO. 454-11 / MAINTENANCE Client is solely responsible for maintenance in all areas such as , but not limited to , tree pruning & maintenance, maintenance of the irrigation system to avoid over spray onto structures, water runoff or soil saturation that may result in damage to property, persons, or plants. Client is solely responsible for the results of any lack of or improper maintenance. I ' TEMPORARY CONTROLLER LOCATION PLUGED INTO ... 11 OV TEMPORARY POWER ···o- ·., .... 9qi. 0 E\'/:·/f//s'C' ···"'"'''" (./Ui! .. Y tJ:L>~!OEN(."<F ;.. ; ; '-! L. Note: Temporary service line will not be required if permanent service line is in place. Service line must be 1-1 /4" for use by irrigation system. PROPOSED 3/4" WATER METER 93 psi PER CITY OF CARLSBAD WATER DEPARTMENT. :/;,··y ~ ,.. . . ROTOR LEGEND PRESSURE CALCULATIONS SYMBOL Shrub Rotor Hunter 1-10/1-20 PSI RADIUS GPM Body Style Ultra Short Radius PROJECT: Chehade Minor Subdivision CDP 05-49 • Quater .75SR 50 25' .75 All heads shall be installed on 12" risers. See riser -Half 1.5 SR 50 25' 1.5 Detail. LOCATION : 4984 Eucalyptus Lane, Carlsbad, CA PRESS ZONE / SOURCE ELEV.: 93 psi ( ± 1 Opsi) Use bottom inlet only. DATE OF PRESSURE CHECK: 3/27/10 CLIENT NO.: 760.744.2512 JOB NO.: 813-06-KC Spray Rotor Hunter MPR40-12-CV WATER AUTHORITY: City of Carlsbad Water District E1:) Side Strip MP-SS-530 40 5x30' 0.44 All heads shall be 12" pop-ups. See Pop-up Detail. CALC . DATE: 3/27/10 BY: SS '-Half MP-2000-H 40 13'-21 ' 0.7 Use bottom inlet only. Adjust radius and arc as VALVE NO. CHECKED: 4 ~ Quarter MP-1000-Q 40 13'-21 ' 0.4 required . PRESS. AT POC : 93 PSI Temporary irrigation in unimproved ROW and on POC ELEVATION: 80.00 HIGHEST HEAD: 100.00 temporary slope to be maintained by owner until PIPE PIPE PIPE PIPE ACCUM LOSS future improvements are made. SECTION TYPE SIZE LENGTH GPM IN PSI 1 Sch.40 ¾11 75' 3.75 1.2 2 Sch. 40 ¾" 20' 5.25 .53 3 Sch. 40 ¾" 22' 6.75 .99 . 4 Sch. 40 ¾" 22' 8.25 1.27 5 Sch . 40 1" 22' 9.75 .58 NOTE: All spray heads are to be equipped with built-in check valves. All spray heads are to be equipped with a pressure compensating device. All heads are to be adjusted to provide best coverage to the landscaped area without overspray onto buildings, walls, walkways or paving. 6 Sch. 40 1" 7 Sch . 40 1-1/4" A. TOTAL LATERAL SYSTEM LOSSES 20' 11.25 .63 5' 13.5 .06 5.26 SYMBOL DESCRIPTION [Ml Water Meter r··c Point of Connection at Temporary Service Line s Anti-Siphon Control Valve ~ Ball Valve NOT Pressure Reducing Valve SHOWN [Q] Controller NOT Rain Sensor SHOWN [§ Electrical Connection NOT Check Valve SHOWN e Garden Valve ,-----5 Pressurized Mainline 5 5 Non-pressurized Lateral ~~ Sleeving under walls -Controller Station ~- \ -.I Maximum GPM ---Valve Size EQUIPMENT LEGEND MAINLINE SYSTEM: PIPE PIPE PIPE PIPE ACCUM LDtiS MANUF Rain Bird KBI Wilkins lrritrol wcs KBI Champion PVC PVC PVC MODEL SIZE Proposed 3/4" Sch.40 1-1/4" ASVF Size Per Plan WLT-0000-T Line Size 500 Series Line Size RD600-EXT 6 Stations Rain Guard 110 Volt KC-Series B-401LK Sch.40 1-1 /4" Sch.40 Size Per Plan Sch.40 Size Per Plan NOTES Meter shall be provided by Water Authority. Note: Temporary service line must be 1-1 /4" minimum for use by control valve. • See Detail. See Detail. Install in 1 O" round valve box. Install only if pressure is found to exceed 85 psi. Install at point of connection on mainline right after ball valve. Install in round valve box. See Ball Valve Detail (Similar). Exterior wall-mount controller. Final location of controller and rain sensor shall be selected by Owner. Install per manufacturer's specifications. See Detail. Mount per manufacturer's specifications in location selected by Owner. Plug controller into temporary GFI electrical outlet. Location to be determined by Owner. Install where requ ired to prevent low head drainage. See Garden Valve Detail . Install at 18" depth. See Trenching ,Detail . Install at 12" depth. See Trenching Detail. Install sleeving on top of footing. Coordinate with mason during wall construction. See Sleeving Detail. "Note: Irrigation shall be connected to new permanent service line once service line is completed. SECTION TYPE SIZE LENGTH GPM IN PSI 1 Sch.40 1-1 /4" 281 ' 14 3.54 B. TOTAL MAINLINE SYSTEM LOSSES 3.54 SIZE: LOSS C. MISCELLANEOUS LOSSES: IN PSI WATER METER 3/4" 1.6 BACKFLOW PREVENTER (Incl. on Valve) 0.0 CONTROL VALVE 1" 5.0 C. TOTAL MISCELLANEOUS LOSSES 6.6 D. TOTAL SYSTEM LOSSES ( A+B+C ) 15.4 E. FITTING LOSSES ( 15% OF TOTAL LOSSES ) 1.6 F. HEAD LOSS / GAIN IN SYSTEM 8.7 G. MINIMUM REQUIRED PRESSURE AT LAST HEAD 50.0 H. DESIGN PRESSURE ( D+E+F+G) 75.7 I. AVAILABLE PSI 93.0 J. RESIDUAL PSI { 1-H) 17.3 K. PRESSURE REDUCTION 5.0 L. ADJUSTED RESIDUAL PSI ( J±K ) 12 .3 II As BUIL T 11 S-26-I12) 3-28-112) 4-2':l-(2)':l 12) I 12) 2 (2) APPRO VED F OR P LA NTIN G AND IR RIG AT IO N ONL Y, IN CLUDIN G PRECISE LO CATION OF PLANTING AREAS. SCALE, I' = 2(2)' NORTI-I TITLE _______ _ DATE CALIFORNIA REVIEwED BY: INSPECTOR DATE t---+--+--------------1----t-----+-----+---1 I SH3EET I CIT Y OF CA RLSBAD I SH EBETS I PL ANNI NG DEPAR TMENT ~==-==========:...::::== IRRIGATION PL AN FOR: 4984 EUCALYPTUS LANE IRRIGATION INSTALLATION AND MAINTENANCE SHALL CONFORM TO THE LANDSCAPE MANUAL FROM THE CITY OF CARLSBAD. ~J;]§~~ /aic:Jscq:J8 achllecture lrrtgatlondeslg) APPROVED H.:...(44=. E:Ll-cft: '"f ·<p · lo DATE 970 Woodlake Drive Cadlll' by the Sea Callbnla 92007 780.942.9320 DA TE INITIAL ENGINEER OF WORK OA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL PLANNING DEPARTMENT QA TE INITIAL DWN BY: __ _ CHKD BY: __ _ CITY APPROVAL RVwD BY: PROJECT NO. dDP 05-49 DR AWING NO. 464-1L 0 6 r- 4 1 G) EXTERIOR WALL MOUNT CONTROLLER. FASTEN TO WALL PER MANUFACTURER'S SPECIFICATIONS. SEE LEGEND FOR CONTROLLER INFORMATION. 2 @ 110 VOLT POWER SUPPLY BY OTHERS. @ LOW VOLTAGE WIRE IN GRAY PVC CONDUIT. (2" DIAZ.) WIRE TO BE SLEEVED IN CONDUIT TO 18" BELOW GRADE. @ SWEEP ELL. @ LOW VOLTAGE WIRE TO REMOTE CONTROL VALVES. @ FINISH GRADE. NOTE: ALL WALL PENETRATIONS SHALL BE CLEAN AND SHALL BE RESEALED WATER TIGHT. INSTALL PER MANUFACTURER'S SPECIFICATIONS. A WALL MOUNT CONTROLLER NOTTO SCALE G) HARDSCAPE (TYPICAL) @ CLEAN BACKFILL -90% COMPACTION REQUIRED. SEE SPECS. @ SAND (TYPICAL) @ NON-PRESSURE LATERAL LINE IN SLEEVE @ CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE @ PRESSURE SUPPLY LINE IN SLEEVE D min. G NOTES: 1. ALL SLEEVES TO BE SCH. 40 PVC ( SCH. 80 UNDER ROADWAYS). 2. ALL SLEEVES SHALL BE 2-1/2XTHE SIZE OF THE PIPE BEING CARRIED. MIN. SLEEVE SIZE SHALL BE 2". 3. EXTEND SLEEVES 12" BEYOND EDGE OF HARDSCAPE ON BOTH ENDS. 4. DURING INSTALLATION TAPE ENDS OF PIPES CLOSED UNTIL ALL LATERALS AND WIRES HAVE BEEN RUN. SLEEVING 3 G) GARDEN VALVE, 1" FPT x 3/4" MHT @ 1" DIA. SCH. 80 RISER @ FINISHED GRADE G) 36" 4x4 REDWOOD POST. FASTEN RISER TO POST W/ GALVANIZED U-CLAMPS @ THREADED ELLS (2) @ 2" x 1" DIA. SCH. 80 NIPPLES (2) (j) MAINLINE AND TEE GARDEN VALVE NOTTO SCALE G) FINISHED GRADE @ PLASTIC VALVE BOX (10", AMETEK OR EQUAL) @ MAINLINE 3 7 G) BRICK SUPPORTS @ 1/2 C.F. 3/4" CRUSHED GRAVEL @ BALLVALVE (j) LANDSCAPE FABRIC B BALL VALVE G) FINISHED GRADE @ CLEAN BACKFILL -90% COMPACTION REQUIRED -SEE SPECS @ NON-PRESSURIZED LATERAL LINE PER LEGEND @ PRESSURIZED MAINLINE PER LEGEND 1811 1 @ DIRECT BURIAL, LOW VOLTAGE CONTROL WIRES -INSTALL BELOW PRESSURE SUPPLY LINE. BUNDLE AND TAPE WIRES AT 12' O.C. LOOP CONTROL WIRES AT ALL 90 DEGREE CHANGES IN DIRECTION. SPLICING OF WIRE RUNS IS NOT ALLOWED UNLESS APPROVED BY OWNER. 4-4,1~111 ~~~x~~;?;z~lIDmr:: I @ PROVIDE 2" OF CLEAN SAND BELOW PRESSURE MAINLINE IF ROCK LARGER THAN 2" IS PRESENT (j) 6" MIN. CLEARANCE FROM HARDSCAPE (MAINLINE ONLY) E =111 1~~1"1::±r~n±r'~~~ -1 I ,ill, I 1-" 0 -,, ,_,, O-I ' t- 3 " cir. NOTE: PIPE SHALL BE SNAKED SIDE TO SIDE IN TRENCH TO ALLOW EXPANSION. TRENCHING NOTTO SCALE NOTTO SCALE C F G) RAIN SENSOR CUP @ 1/2" SCH. 40 UV-RESISTANT PIPE @ FINISHED GRADE 8) GALVANIZED U-CLAMPS (3) @ WIRE PER MANUFACTURER'S SPECIFICATIONS @ 90 DEGREE ELL (2) (j) FENCE OR WALL (NOT UNDER EAVE) 1 5 2 3 12" RAIN SENSOR MOUNTING G) LOW VOLTAGE WIRE (3 MAX .) @ OUTER CASE OF CONNECTOR @ INNER CASE OF CONNECTOR 3 @ STRIP AND TWIST WIRES FOR PROPER CONNECTION @ COPPER SLEEVE CRIMP INSTALLED WITH RECOMMENDED TOOL NOTE: FILL INNER CASE WITH WATERPROOF SEALER PRIOR TO FINAL ASSEMBLY. ALL WIRE ROUTED BETWEEN CONTROLLER AND REMOTE CONTROL VALVE SHALL BE A CONTINUOUS RUN WITH NO WIRE SPLICES. WIRE SPLICES SHALL ONLY OCCUR AT THE REMOTE CONTROL VALVE AND CONTROLLER PIGTAIL (IF REQUIRED). WIRE CONNECTOR NOTTO SCALE NOTTO SCALE 5-26-lt::, 3-28-1~ 4-2~-t::,~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. II AS BUIL T 11 CALIFORNIA ~~B£~~ /cndscqJe achll8ctr.xe hrlgaltondeslgl 970 Woodlak8 DIM CanN by 1he Sea Galfomla 92007 760.942.9320 DATE INITIAL ENGINEER OF WORK DATE INITIAL DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL TI TL E ______ _ DATE REVIE\./ED BY , INSPECT DR DATE I SHE;T I CITY OF CARLSBAD I SH~ETS I PLANNING DEPARTMENT IRRIGATION DETAILS : 4984 EUCALYPTUS LANE APPROVED /1-_j , q, {:lt~'\r -r.c.,.,., PLANNING DEPARTMENT DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: dDP 06-49 -464-1L RVvlD BY, 6 CD PRIMARY MAINLINE. SEE PLAN FOR SIZE. @ SUB-MAIN -SIZE VARIES. SEE SCHEDULE BELOW: 5 MAINLINE SCHEDULE: 1-10 GPM 1" SCH. 40 11-18 GPM 1-1/4" SCH. 40 19-25 GPM 1-1/2" SCH. 40 ~ 26-39 GPM 2" CL. 315 40-58 GPM 2-1/2" CL. 315 @ TEE OR ELL WITH REDUCER BUSHING @ BALL VALVE. SEE DETAIL. @ CONTROL VALVE. SEE DETAIL. @ QUICK COUPLER WHERE SHOWN ON PLAN. SEE DETAIL. (j) LATERAL LINE (SCH. 40). SEE PLAN FOR SIZE. H VALVE MANIFOLD INSTALLATION (TYPICAL) NOTTO SCALE (D INSTALL SPRAY HEAD/ ROTOR AT ANGLE FOR MAX. THROW IF IRRIGATING SLOPES @ FINISHED GRADE OF SOIL OR MULCH WHERE OCCURS @ PAVING OR STRUCTURE @) SPRAY HEADS: 4" FROM WALKS AND CURBS 8" FROM STRUCTURES ROTORS: -----------------~ ---- 12" MIN. 5 12" FROM WALKS AND CURBS, AND STRUCTURES @ POP-UP SPRINKLER/ ROTOR WITH BUILT-IN CHECK VALVE ~----------G ~---Pl;c=--:7'~,.,,4_~~~----~-------® -J...--------® @ 1 /2" MARLEX STREET ELL • (MIPT x FIPT)(2) (j) 1/2" SCH. 80 PVC THREADED 6" NIPPLE• @ 1/2" MARLEX STREET ELL (MIPT x FIPT)* @ PVC LATERAL LINE @ SCH. 40 PVC SxSxFIPT TEE OR ELL -+------@ NOTES: 1. CONTRACTOR SHALL INSTALL ADDITIONAL ANTI-DRAIN VALVES, AS REQUIRED, TO PREVENT LOW HEAD DRAINAGE. 2. USE BOTTOM INLET ONLY. 3. USE POP-UPS ON ALL HEADS WITHIN 10' OF WALKS, LAWN, OR CURBS AND ALL HEADS WITHIN STREET RIGHT OF WAY. • SUBSTITUTE 3/4" ELLS, TEES, AND NIPPLES FOR ROTORS AS REQUIRED K POP-UP SPRAY HEAD/ ROTOR NOTTO SCALE t-~ 1211 12" 8 I L IF - 1 ,,----~ 2 3 4 5 6 1811 7 9 ---- G) WATER PROOF CONNECTION (SEE 'WIRE CONNECTOR' DETAIL) W 30-INCH LINEAR LENGTH OF WIRE, COILED @ REMOTE CONTROL VALVE: ASVF* @INSTALL 12-INCH MIN. ABOVE HIGHEST POINT OF DISCHARGE ® SCH. BO NIPPLE -CUT ONE END OFF NIPPLE TO PROPER HEIGHT AND GLUE INTO ELL BELOW GRADE @ FINISHED GRADE/TOP OF MULCH (j) PVC SCH. 40 ELL (1 OF 2) @ PVC SCH. 40 LATERAL PIPE @ PVC MAINLINE PRESSURIZED • ANGLE VALVE SHALL BE USED WHERE AVB IS REQUIRED UP SLOPE. NOTE: TEFLON TAPE SHALL BE USED ON ALL THREADED FITTINGS. ANTI-SIPHON CONTROL VALVE NOT TO SCALE 4 G) GEAR-DRIVEN SHAUB ROTOR OR SPRAY NOZZLE: NOZZLE SHOULD BE 12" ABOVE GRADE AT COMPLETION OF INSTALLATION. @ 1/2' DIAZ. GALVANIZED STEEL PIPE OR #4 REBAR 30" LONG. 2 @ FINISHED GRADE. 3 @ CHECK VALVE {INSTALL AS REQUIRED TO PREVENT LOW HEAD DRAINAGE). @ 18" PVC SCH. 80 RISER. @ (2) CLAMPS WITH PLASTIC "ZIP TIES" OR STAINLESS STEEL HOSE CLAMPS. (j) SUPPLY LINE TEE OR ELL. @ SWING JOINT (2 MAALEX SxT ELLS) NOTES: 1. CONTRACTOR SHALL INSTALL ADDITIONAL ANTI-DRAIN VALVES, AS REQUIRED, TO PREVENT LOW HEAD DRAINAGE. 2. A SWING PIPE ASSEMBLY MAY BE USED WITH FLOWS LESS THAN 4 GPM. 3. USE POP-UPS ON ALL HEADS WITHIN 1 D' OF WALKS, LAWN, OR CURBS AND ALL HEADS WITHIN STREET RIGHT OF WAY. SLOPE ROTOR/ SPRAYHEAD ON RISER NOTTO SCALE J 12" CD FINISHED GRADE (2:1 SLOPE) ® #4 BAR J-HOOK-18" LONG 0 SCH. 40 PVC LATERAL 0 BROWDITCH 2 6 @) UV-RESISTANT SCH. 40 PVC ® UV-RESISTANT SCH. 40 ELL 0 GALVANIZED SLEEVE LATERAL CROSSING BROWDITCH ---G) NOT TO SCALE 11 AS BUIL T11 I.IL[ ______ _ &-21&-1'2> 3-28-10 4-2':l-'2>':l DATE CALIFORNIA APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIE'wED BY, LANDSCAPE TECHNOLOGIES landscape architecture Irrigation design 970 Woodlake Drtve Cardiff by the Sea California 92007 760.942,9320 --+--l----------------l------l-----1---1------1 DA "TI INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL INSPECTJR DATE I SH~ET I CITY OF CARLSBAD I SHESETS I PLANNING DEPARTMENT IRRIGATION DETAILS · 4984 EUCALYPTUS LANE PLANNING DEPARTMENT DWN BY: __ CHKD BY: __ RV',,ID BY, PROJECT NO. CDP 06-49 1-c,.-1 ... DATE DRAWING NO. 464-11 _.C \5\ ...c I -r IRRIGATION SPECIFICATIONS 1. Irrigation plan is diagrammatic. Irrigation design assumes no deviation in grading, paving and/or planting plan layout from actual field conditions. All new irrigation equipment shall be located in planting areas only unless noted otherwise. All new equipment shall be installed as shown in the details and as noted in these specifications. Contractor shall be responsible for reviewing planting and irrigation plan layout against actual graded field conditions prior to commencement of work. Any deviations in actual field conditions from those shown on irrigation plan shall be brought to the attention of the Landscape Architect prior to commencement of Work. Contractor shall be responsible for the cost of replacing and/or modifying any irrigation equipment installed where field conditions differ from those shown on planting and/or irrigation plans when said installation has not been approved in advance by Owner or Landscape Architect. 2. Contractor shall keep the premises clean and free of excess equipment, materials and rubbish incidental to work covered under this section. PVC Specifications: A. All risers shall be P.V.C. Schedule 80. B. All pipe fittings shall be P.V.C. Schedule 40. C. All mainline pipe 1-1/2" or less shall be P.V.C. Schedule 40; All mainline pipe 2" and up shall be Class 315. D. All lateral pipe shall be P.V.C. Schedule 40 (minimum 3/4 inch). F. All sleeves shall be PVC Schedule 40. G. Galvanized pipe and fittings shall be Schedule 40 (minimum 1 inch). 3. Contractor shall install pressure regulator at point of conection to provide correct operating pressure to heads on each circuit. Pressure regulator shall be installed on irrigation main at ball valve assembly. 4. Contractor shall adjust all pressure regulators and flow at valves to provide correct operating volume and pressure to heads on each circuit. 5. Contractor shall install new controller. New automatic controller shall be size and type as noted and installed as indicated on irrigation plan or where directed by Owner. Controller shall be installed per manufacturer's instructions. Control wires shall be sleeved in electrical conduit, using sweep ells, from controller interior ta eighteen inches (18") below grade. Owner shall provide 110-valt service to controller. 6. Final location for the installation of the new valves and the automatic controller shall be verified in the field by the Owner's authorized representative. 7. Wire Specifications: A. Contractor shall install new wire from controller to valves. All new wire shall be 18-gauge ANG-UF, direct burial type. A different color shall be provided for each valve station including extra wire. Cammon wire shall be while or match color of existing common wire in use. Wire runs are to be continuous from controller to valve with splices at valves only. Splices and connections shall be made with pen-lite connectors or equivalent and shall be placed in valve box. B. All wires shall be installed with twelve inches (12'1 of excess wire (coiled) at the end of each wire run and at ninety degree changes in direction. C. Control wire shall be laid eighteen inches (18") deep. Control wire shall be bundled and placed beneath mainline where possible, taped to mainline at ten feet (1 O') on center. D. One (1) additional control wire shall be run ta each valve manifold. Wire shall be bundled, taped, and placed in control valve box. E. Contractor is to provide an additional common wire to the end of the mainline run from the controller. Wire shall be bundled, taped, and placed in control valve box. 8. All automatic control valves shall be of size and type noted in legend. Valve manifold shall be connected off of a single tee on the mainline except at the end of the mainline run. Valves shall be set a minimum of eight inches (8") apart to allow servicing. 9. All pressure mainlines shall be eighteen inches (18") deep and all PVC laterals shall be twelve inches (12") deep. Trench backfill shall be free of any material that may damage irrigation pipe or equipment including rocks in excess of one inch (1 ") in diameter. In the event of backfill settlement, Contractor shall pertorm required repairs at his own cast. 1 o. Design assumes use of three quarter-inch (3/4") water meter and point of connection at one and one quarter-inch (1-1/4") service line. Contractor shall contact Landscape Architect if service line or water meter size do not meet requirements noted above. 11. All mainline, wiring and lateral lines shall be sleeved with PVC Schedule 40 two and one half (2-1/2) times the diameter of the sleeved line where ii passes under paved areas or through walls. (See Sleeving Detail). Contractor shall locate existing sleeves under existing concrete. Irrigation Contractor shall coordinate with Concrete and AC. Paving Contractor to ensure all sleeving is set prior to concrete pours and asphalt placement. Contractor is to locate and utilize existing sleeves under driveway and streets, if available. Under no circumstances shall new irrigation lines be installed under asphalt or concrete without sleeving. 12 All spray heads are to be located a minimum of eight inches (8") away from any building wall or structure and a minimum of four inches (4") away from walks and drives. All heads within Right of Way and within10' of paving shall be pop-ups. All rotors are to be installed 12" from walks, walls or drives or any hardscape or structure. Contractor shall relocate all risers that do not meet this minimum setback requirement in areas affected by new construction. All heads are to be installed with the nozzles, screens and arcs shown on the plans unless radius or arc is inappropriate for size and space irrigated. Contractor shall provide correct nozzles and arcs for actual areas irrigated to achieve 100% coverage. 13 Check valves shall be used where indicated and wherever necessary to prevent water flow from lower elevation heads when system is turned off. 14. Prior to backfilling irrigation trenches, the following procedures shall be implemented: A. All mainlines in the system shall be capped and pressure tested at 125 psi for a period of four (4) hours. Any leaks found shall be corrected by removing the leaking pipe or fittings and installing new material in its place. B. Contractor shall not allow nor cause any of his work to be covered until it has been inspected, tested and approved by the builder/Owner's authorized representative. 15. Irrigation Contractor shall adjust all heads and nozzles, including existing heads, to provide even coverage to all planter areas and to keep spray off buildings, walkways, walls and drives. All heads are ta be adjusted ta prevent overspray onto buildings, walls, fences and hardscape. This includes, but is not limited to, adjustment of diffuser pin or adjustment screw, replacement of pressure compensating screens, replacement of nozzles with more appropriate radius units and the replacement of nozzles with adjustable arc units. 16. When installation of the irrigation system is completed and prior to planting, the Contractor, in the presence of the Builder/Owner's authorized representative, shall pertorm a coverage test of water afforded all planting areas to ensure it is complete and adequate. Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage at his awn cost. 17. Contractor shall furnish to Owner a complete "As Built" drawing of new and existing equipment installed showing exact size, type, and dimensioned locations of the following items: A. Point of Connection B. Ball Valves C. Control Valves D. Controllers E. Mainline F. Controller Wire G. Sleeving 18. The 'As Built" drawing shall be prepared on sepia, mylar or vellum and Contractor shall provide two prints, along with original, to Owner. 19. Contractor shall also provide a reduced "As Built" drawing (maximum 11x17 size), color-coded, showing areas irrigated by each station. This plan shall be encased in plastic upon Owner's approval of drawing. Contractor shall also provide irrigation programming chart. These are to be delivered on or before final inspection. 20. Irrigation Contractor shall maintain the system for a period of sixty (60) days upon Owner acceptance of construction completion and shall water as required to establish new plant material. 21. Contractor shall provide controller keys and manuals, one (1) quick coupler key with hose swivel, and an additional quantity of six of each nozzle type used to Owner at turnover. 22. Irrigation Contractor shall guarantee in writing the entire newly installed irrigation system to be free of defects in workmanship and materials for a period of one (1) year from final acceptance by Owner. IRRIGATION OPERATION 1. This section is provided as a requirement for maintenance during the establishment period and as a recommendation for future continued maintenance. 2. Irrigation is to be maintained and operated in such a manner as to prevent water from collecting on or running across concrete or asphalt or from overspraying onto buildings, fences, walls or other hardscape features. 3. Where landscape irrigation is required adjacent to buildings, the subgrade soils shall be maintained in a moist but not saturated state. 4. Maintenance Contractor shall be required to have available and use a soil tube or probe to frequently check soil moisture before and after operation of the irrigation system to evaluate the necessity for irrigation scheduling adjustments. Contractor shall adjust system timing and coverage patterns on an ongoing basis to compensate for reduced water requirements as plants mature and pattern deflection as plants grow. 5. Maintenance Contractor shall be required to frequently test the irrigation system to ensure that all heads operate correctly and that no breaks or leaks exist. The Maintenance Contractor shall not permit the irrigation system to operate with broken equipment. Repairs to the system shall be made with originally specified materials in accordance with the Landscape Architect's plans to ensure proper coverage and pressure within the irrigation system. Failure to match originally specified materials may result in an inoperable system with significant water waste. CALIFORNIA ti APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. II As TJTI f REV!Ev/ED BY, INSPECTOR BUil T11 5-21&-lel 3-28-li<!!> 4-2~-IZI~ DATE DATE l---t----+------------,---+-----+---+----1 ! SH6EET I CITY OF CARLSBAD I SHEBETS ! ;:====---'===P:=L':"AN:"N:=I::::NG==:D=E:'::::P':"AR:"T::::M:=E'::'NT:':==='--'====:::; ''"~ 6130/l-O I 1. LANDSCAPF TICHN0LOGiE"S landscape archttectura Irrigation design 970 Woodlake Drive Cardiff by the Sea California 92007 760.942.9320 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ----------- ---- DATE INITIAL DATE INITIAL -· OTHER APPROVAL CITY APPROVAL IRRIGATION SPECIFICATIONS : 4984 EUCALYPTUS LANE i I I -- APPROVED i~j ~-~U--0ir -r .c.,-~ PLANNING DEPART ENT DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: CDP 05-49 454-1L RVv/D BY• J:. \J\ ;:. I -r ------------ •••••• f 1 r . ''· ...... , -------.,: / ------- ,., -~·'..-//~- . /';. ,///.'/-~;-..;- ..... c,, ,-,-.·' (,\'[;_'.,~t::> ::, --- ,, , .. .-, ,,,.,-;-.-,_;.•, ; ,// ·, ,/ ;::;:·.=-~--~--->< ', CALIFORNIA IANDSCAPF TI.CHNOLOGIES lalcbcq:,e aohlt8c1l.re lmgallondesJg'I 970 Woodlake Dffie C8nllf by the See Callfomle 92007 760.942.9320 PLANT LIST GROUND COVER ~ BOTANICAL NAME COMMON NAME SIZE NOTES Myoporum p. 'Putah Creek' Myoporum Flats 12"O.C, NOTE: 1. Myoporum Groundcover noted above shall be planted in conjunction with placement of reinforced straw mat (Straw Mat available at Hydroscape, 858.560.6611, or equal) on slope per City of Carlsbad Landscape Manual. 2, Areas created by grading prior to street improvements shall be planted with groundcover and shall receive temporary irrigation. SHRUBS CODE BOTANICAL NAME COMMON NAME """ SIZE NOTES C Cistus 'Sunset' Rockrose 23 1 Gallon A Arbutus unedo 'Compacta" Strawberry Bush 21 1 Gallon R Rhaphiolepis u. 'Minor' Yeddo Hawthorn 25 1 Gallon TREES CODE BOTANICAL NAME COMMON NAME I SIZE NOTES 0 Dodonaea viscosa "Purpurea" Purple Hopseed* 3 15 Gallon Standard. Double stake. 0 Cercis occidentalis Western Redbud* 4 24" Box Standard. Double stake, Note: -Trees will be planted with lineal root barrier and shall be located 3' away from brow ditch. VINES CODE BOTANICAL NAME COMMON NAME ~ I I SIZE NOTES ,,,._ Ficus pumila Creeping Fig 26 1 Gallon 6'O,C, Tie up to wall. TEMPORARY IRRIGATION AND GROUND COVER X x BOTANICAL NAME COMMON NAME SIZE NOTES X ~x l\ xx x.,, v Myoporum p, 'Putah Creek' Myoporum Flats 12" o.c. X X NOTE: 1, Areas created by grading prior to proposed street improvements and off-site slope area shall be planted with temporary ground cover/shrubs and shall receive temporary irrigation, Temporary irrigation shall be installed below grade with pop-up style heads. 2. Groundcover shall be planted in conjunction with seeded cover crop of Plantago and installation of reinforced straw mat (Straw Mat and rolls available at Hydroscape, 858.560.6611 , or equal) on all slopes 3 feet and higher that abut streets or sidewalks per City of Carlsbad Landscape Manual re-vegetation standards 1, 2, 3, and 4, 3. Upon completion of grading work and prior to beginning planting, Contractor shall contact all parties noted below to arrange a site review of the graded slope and clearances to power lines, Final approval of plantings including trees and large shrubs shall be provided by SDG&E representatives onsite at that time. Final approved plantings shall be in substantial conformance to the City approved landscape plan and all applicable landscape guidelines. Please contact the following individuals 5 days in advance of meeting date: Michael Elliot, Landscape Architect, Representative City of Carlsbad Steve Sherman, Landscape Architect, Chris Thompson, Sempra Energy Molly Dana, Sempra Energy Mike Wlock, Forester 760.419.9143 760.942.9320 619,520,6985 619,843.9598 858,864.2157 * Trees were chosen from SDG&E approved tree plant list, page 1 O of 2003 Encroachment Guidelines, IRRIGATION AND PLANTING INSTALLATION AND MAINTENANCE SHALL CONFORM TO THE CITY OF CARLSBAD LANDSCAPE MANUAL . (Z) l(Z) 2(Z) SCALE, I' = 2(Z)' NORTl-l 11 AS BUIL T 11 AP P RO VE D F OR P LA NTIN G AND IRRI GA TION ONL Y, IN CLUDING PRE CIS E LO CATION OF P LA NTIN G AREAS. TITLE _________ _ REVIE\,,IED BY: INSPECTOR S-26-l(Z) ~-26-l(Z) 4-2':l-(Z)':l DATE DATE 4984 EUCALYPTUS LANE DA TE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL APPR OVED PLANNING DEPARTMENT DWN BY: CHKD BY: __ _ RV\,,ID BY• PROJECT NO. dDP 06-4-9 DRAWIN G NO. 464-1L 2 3 G) ROOTBALL. @ CROWN -1/2" ABOVE FINISH GRADE. @ BACKFILL MIX-SEE PLANTING SPECIFICATIONS. @ FINISH GRADE. (J) PLANT TABLETS -SEE PLANTING SPECIFICATIONS. @ GRADE BACK OF PLANT PIT AT 1 :1 @ 4" HIGH WATERING BASIN. SLOPE. INSTALL STRAW MAT ON BACK OF SLOPE AND STAPLE IN PLACE. @ UNDISTURBED NATIVE SOIL. @ 2X ROOTBALL DIAMETER. SCARIFY EDGES OF PLANT PIT. (TREES ONLY) A TREE/ SHRUB PLANTING NOTTO SCALE G) 2 INCHES @ BACKFILL MIX. SEE SPECS. @) FINISH GRADE OR WALK @) EQUAL (X) -SEE PLANT LIST @ EQUAL 1 /2 (X) @ CONCRETE CURB OR HARDSCAPEIMPROVEMENT AS INDICATED ON PLAN (j) UNDISTURBED NATIVE SOIL PLAN B GROUNDCOVER PLANTING 5 7 C 'l<- 6" MIN. '1<-!!-=&.==Y 6 PLAN VIEW -G) 2 l DIRECTION OF WIND 1 I G) (2 req'd) 2" DIA X 10' LONG LODGE POLE PINE STAKES, SET PERPENDICULAR TO PREVAILING WINDS. CUT STAKES 6" ABOVE TREE TIES. NOTE: STAKES SHALL NOT BE ALLOWED TO RUB AGAINST BRANCHES. @ VINYL TREE TIE (2 req'd per stake), OR EQUAL. INSTALL AT POINT 6" ABOVE WHERE TREE TRUNK WILL BE HELD UPRIGHT AND NOT BEND OVER. @ 24" MIN. BELOW BOTTOM OF ROOT BALL/ PLANTING PIT INTO UNDISTURBED SUB-GRADE. @) SEE 'TREE/SHRUB PLANTING' DETAIL. @ FINISH GRADE. @ TREE TRUNK (J) ROOT BALL @ PLANT TABLETS -SEE PLANTING SPECIFICATIONS. @ INSTALL ARBOR GUARD IN TURF AS REQUIRED. @ UNDISTURBED NATIVE SOIL. NOTE: NOT TO SCALE 1. MULTI-TRUNKED TREES SHALL NOT REQUIRE STAKING EXCEPT AS DIRECTED BY LANDSCAPE ARCHITECT. 2. TOP OF STAKES MUST BE PLACED A MINIMUM OF 6" BELOW THE FIRST BRANCH OF THE TREE. DOUBLE STAKING NOT TO SCALE 1 /~ 3 4 \----1---------{8 --JL.------~-@ .· •.• ·•·••·•·•·•·· -~ PLANTING SPECIFICATIONS G) WALL, FENCE OR TRELLIS SURFACE. ® VINE ATTACHED TO SURFACE WITH CLEAR PLASTIC TIES. ® NURSERY STAKE/ ESPALLIER (TO BE REMOVED). 1. A. The planting plan is diagrammatic. All plant locations are approximate. B. Quantities shown on the planting plan are approximate and are for the convenience of the contractor only. Plant symbols take precedence over plant quantities specified. C. Contractor shall notify the Landscape Architect of discrepancies between quantities and symbols shown. 2. Contractor shall apply a contact herbicide (herbicide applicator shall be licensed by the State of California) where weeds are present, per manufacturer's specifications, a minimum of ten (1 D) days prior to commencement of any planting or irrigation work. Weeds shall be allowed to completely die back, including the roots, and shall then be removed before proceeding with work. 3. Contractor shall receive site grades at+ one-tenth foot (0.10') of finished grade. Contractor will be responsible for verifying grades prior to beginning work and shall be responsible for all grades once work has commenced. 4. Contractor shall submit a soil analysis report from an authorized testing agency to Owner/Landscape Architect and City landscape inspector for review prior to beginning work. Actual soil amendment and plant backfill shall conform to soil report requirements. For bidding purposes, assume that all areas to be planted (except slopes in excess of 3:1) shall be roto-tilled to a depth of eight inches (8") and the following amendments spread evenly and thoroughly blended in per 1 ODD square feet: A 3 cubic yards nitrogen fortified redwood shavings B. 1 OD pounds agricultural gypsum C. 15 pounds soil sulfur D. 25 pounds 16-6-8 slow release fertilizer 5. Soil shall be suitable for plant growth and free of harmful substances or deleterious materials prior to planting. 6. Contractor shall remove all rock in excess of one-inch (1 ") diameter exposed at the soil surface. 7. Prior to planting, irrigation system shall be fully operational and all planting areas shall be thoroughly soaked. 8. Each plant shall receive "agriform" (or equal) plant tablet as follows: 1 gallon container (1) 21 gram 5 gallon container (3) 21 gram 15 gallon container (5) 21 gram per three inches (3") of boxed tree size (1) 21 gram 9. Plant material shall not be root bound. Five gallon plants and larger shall have been grown in containers for a minimum of six months and a maximum of two years. Plants shall exhibit healthy growth and be free of diseases and pests. 10. Plant pit shall be twice the width of the designated nursery container but shall be no deeper than the container. Root ball shall protrude above the plant pit 1/2 inch (1/2") at the completion of planting. 11. Backfill shall be per soil test. For bidding purposes, assume plant backfill shall be 75% rock-free site soil, and 25% nitrogen fortified redwood shavings by volume. 12. The following shall apply to the insertion and removal of stakes: A stake all plants per detail. B. remove nursery stakes and ties from all container stock. Maintain side growth on all trees. Tie all vines to wall, trellis, or fence with clear nursery ties. (4) SET ROOT BALL TIGHT TO FOOTING. REMOVE ANY EXCESS CONCRETE IF NECESSARY. @ 4" HIGH WATERING BASIN. @ FINISH GRADE. (J) PLANTING TABLET -SEE PLANTING SPECIFICATIONS. CALIFORNIA 13. Plants shall not be placed within twelve inches (12") of sprinkler heads or within eighteen inches (18") of buildings. 14. Contractor shall install root barriers on all new trees within eight feet (8') of walls, walkways or other hardscape areas. Root barrier shall be as manufactured by Deep Root Corporation/Shawtown Industries, Inc or equivalent. Size and installation shall be per manufacturer's specifications and details. Installation of root barriers shall be a linear installation and shall NOT encircle root balls. Root barrier shall extend ten feet (1 O') minimum length on each side of tree requiring barriers. 15. Contractor shall install drainage chimneys in all plant pits where obstruction to root growth or drainage is encountered, such as in rock, clay or caliche. If rock is encountered where a planting is indicated, review location with Owner or Landscape Architect. 16. Contractor shall maintain a minimum 2% drainage away from all buildings, structures, and walls. Finished grades shall be smoothed to eliminate puddling or standing water. 17. A minimum of 3" of organic mulch shall be added in non-turl planting areas with slopes less steep than 3: 1 to cover the soil surlace completely. 18. All slopes in excess of 6:1 and four-feet high or higher shall be installed with straw-mat if planting occurs between August 15 and April 15. 19. Contractor shall leave site in a clean condition, removing all unused material, trash, and tools. 20. Contractor shall maintain all plantings for a period of sixty (60) days or until plants are deemed established and irrigation is operating properly to the satisfaction of Owner and Landscape Architect -whichever period is longer. 21. At completion of all work outlined in these plans, Contractor shall contact Owner and arrange for a walkthrough to determine that all aspects of work are completed. Work must be fully completed according to all plans and specifications and must be completed in a good workmanship manner and must be accepted by Owner in writing prior to the beginning of the establishment period. 22. The establishment period shall include the following scope of work: A daily watering of all plant material. B. adjustment of sprinkler head height and watering pattern. C. weeding and removal of all weeds from ground cover areas, on a weekly basis. D. replacement of any dead, dying, or damaged trees, shrubs, or ground covers. E. filling and recompaction of eroded areas. F. filling and replanting of any low areas which may cause standing water. G. weekly removal of all trash, litter, clippings, and all foreign debris. H. at 30 days after planting, ammonium sulfate shall be applied to areas at the rate of five (5) pounds per 1,000 square feet. I. at 60 days after planting, and prior to the end of the establishment period, Best Fertilizer Company 16-6-8 (or equal) shall be applied at the rate of six (6) pounds per 1,000 square feet to planting areas. Additional fertilizations shall be per soil test. 23. Prior to end of establishment period, Contractor shall contact Owner and arrange for a final walk through. Owner must accept all maintained areas in writing prior to end of establishment period. A All groundcover and shrubs shall be guaranteed by Contractor in writing as to growth and health for a period of sixty (60) days after completion of establishment period and final acceptance. All trees shall be guaranteed by Contractor in writing to live and grow in an acceptable upright position for a period of one (1) year after completion of the specified establishment period and final acceptance. B.Contractor, within fifteen (15) days of written notification by Owner, shall remove and replace all guaranteed plant materials which, for any reason, fail to meet the requirements of the guarantee. Replacement shall be made with plant materials as indicated or specified on the original plans, and all such replacement materials shall be guaranteed as specified for the original material guarantee. 24. Contractor, under the direction of the Landscape Architect, shall remove all unwanted groundcover, trees and shrubs. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. II AS REV!Ev/ED BY, INSPECTOR BJIL T11 !:>-2E>-I~ 3-28-1~ 4-29-~9 DATE DATE @ BACK FILL MIX -SEE PLANTING SPECIFICATIONS. @ UNDISTURBED NATIVE SOIL. I SHEETS I 8 1-------JI-----+----------~ +----'---'----!---I I SH~ET I CITY OF CAR LS BAD PLANNING DEPARTMENT ~==-============-===='. @ PIT DIAMETER -2 X DIAMETER OF ROOT BALL. (D) CROWN -1/2" ABOVE FINISH GRADE. @ MIN. 4" BELOW FINISH FLOOR OF BUILDING. LANDSCAPF TECHNOLOGIE°S /andscape arch/fee lure Irrigation design PLANTING DETAILS AND SPECIFICATIONS 4984 EUCALYPTUS LANE I APPROVED 11-l-~ ea. ~\--oft-'1 -(., -\""' I I PLANNING DEPARTMENT DATE D N BY: PROJECT NO. DRAWING NO.· D VINE PLANTING 970 Woodlake Drive Cardiff by 1he Sea California 92007 DATE INITIAL ENGINEER OF WORK DATE INITIAL REVISIO"-J OESCR1PTION OTHER APPROVAL 7 DATE INITIAL CHKD BY: dDP 06-49 464-1L 1 CITY APPROVAL RVw'D BY• NOTTO SCALE 760.942.9320 ,J:" u\ .f_ I -r