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Home My WebLink AboutDWG 472-7L; CT 06-13; TABATA 10; 01-31ABBREVIATIONS: AC Asphalt Concrete FD Floor Drain NC Air Condenser FON Foundation AD Area Drain FF Finish Floor ADA American witt1 Disabilites Act FFE Finish Floor Elevation AGG Aggregate FG Finish Grade ALIGN Alignment FH Fire Hydrant APPROX Approximate FL Flow Une ARCH Archilect(ural) FOB Face of Building FOG Face of Curb BC Bottom of Curb FOF Face of Finish BCR Beginning Curve Radius FOS Face of Step BO Board FOW Face of Wall BF Bottom of Fence FS Finish Surface BL Base line FTG Footing BLDG Building BM Benchmark G Gas BOC Back of Curb GA Gauge BOP Bottom of Pipe GALV Galvanized BOR Bottom of Ramp GB Grade Brake BOS Bottom of Slope GC Genernl Contractor BOT Bottom GFCI Ground Fault Circuit Interrupter Bollom of Step GO Grid Origin BS BVC Beginning of Vertical Curve GR Grade BW Bottom of Wall GV Gate Valve HB Hose Bibb CAB Crushed Aggregate Base HC Handicap CB Catch Basin HOR Header CFS Cubic Feet per Second HORIZ Horizontal Cl Cast Iron HP High Point CIP Cast-in-Place HT Height CJ Contraction Joint CL Centerline ID Inside Diameter CLR Clearance IJ Isolation Joint CMB Crushed Miscellaneous Base IN lnct1 CMP Corrugated Metal Pipe INV Invert CMU Concrete Masonry Unit JB Junction Box co Cleanout JT Joint CONC Concrete CONT Continuous LB Pound LF linear Fee DBL Double LOW limit of Work DCJ Doweled Construction Joint LP Low Point DET Detail OF Douglas Fir MAX Maximum DI Drain Inlet MECH Mechanical DIA Diameter MED Medium DIAG Diagonal MET Metal DIM Dimension MFG Manufacturer DWG Drawing MH Manhole MIN Minimum E East MISC Miscellaneous (E) ExisUng MOM Metalized Ornamental Metal EA Each N North ECR End Curve Radius NIC Not In Contract EIFS Exterior Insulation and Finish System NO Number EL Elevation NOM Norrtinal ELEC Electrical NTS Not To Scale ENCL EnciOSl!fe EQ Equal oc On Center EQUIP Equipment OCEW On Ce11ter each Way EVC End Vertical Curve OD Outside Diameter EW Each Way OE Or Equal EWWM Electrically Welded Wire Mesh OPG Opening EX ExisLing OPP Opposite PA Pl PIP PL POC POVC PREP PSI PT PVC PVI PVMT R RCP RD RE RECPT REF REINF REQ REV RL RO ROW PJW RP s SCH sco SF SHT SIM SPEC SQ STA STD STL STRUC ss TC THK TOB TOC TOS TBD TD TF TOR TS TYP TW UNO I/ VERT w WI W/0 WC WI WP ws VICINITY MAP LOCATION MAP CITY OF OCEANSIDE PACIFIC OCEAN Planting Area Poinl of Intersection Protect in Place Property Line Point of Connection Poinl of Vertical Curve Preparation Pounds per Square Inch Point of Tangency Poly Vinyl Chloride Point of Vertical Intersection Pavement Radius Reinforced Concrete Pipe Roof Drain Rim Elevation Receptacle Reference Reinforced Required Revision Ridge Line Rough Opening Right of Way Right of Way Radius Point Sewer Schedule Sewer Clean Out Square Feet Sheet Similar Specification Square Station Standard Steel Structural Stainless Steel Top of Curb Thick Top of Beam Top of Cap Top of Slope To Be Determined Top of Drain Top offence Top of Ramp Top of Step Typical Top of Wall Unless Noted otherwise Vertical Vertical West With Without Water Closet Wrought Iron Waterproof Water Surface rn Not to Scale CITY OF VISTA ROAD '{.o.P CITY OF ',.,.--\LI SAN MARCOS u cosr,4 AVE CITY OF ENCINITAS L'ASIFIC_- --OCEAN- .J:,J.0 GAMIN J---:Y HILLS DRIVE X,. \.\.t-G co oRT ROAD CONSULTANT TEAM: CLIENT: Lennar Homes 25 Enterprise Third Floor Aliso Viejo, CA 92656 T: (949) 349-8138, F: (949) 349-0394 Contact: Brian Nestoroff email: Brian.Nestoroff@lennar.com ARCHITECT: KTGY Group, Inc. 17922 Fitch Irvine, CA 92614 949-851-2133 Main Contact: email: CIVIL ENGINEER: Hunsaker & Associates 9707 Waples Street San Diego, CA 92121 T (949) 916-3800 ext. 229, F: (949) 916-3805 Contact: Yolanda Calvo email: YCalvo@HunsakerSD.com LANDSCAPE ARCHITECT: studio PAD, Inc. 92 Argonaut, Ste 270 Aliso Viejo, CA 92656 T: 949-770-8530 Contact: Peter A Duarte email: paduarle@studio-PAD.com IRRIGATION CONSULTANT: Aqua Commercial Irrigation 810 Los Vallecilos Blvd., Suite 204 San Marcos, CA 92069 T: (760) 750-1900, F: (760) 750-1999 Contact: Scott Lindner email: scott@aci-irrigation.com 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. AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Plotted by: KC-SPAD Aug. 29, 2014 11:20AM S:lz_Projects\LH01-2013_ TabatalsPADl'P' (Production)ICS-001-LH01.dwg rn Not to Scale fapiraUon Dale: DRAWING INDEX: SHEET TITLE SHEET NUMBER TITLE SHEET 1 CONSTRUCTION SCHEDULES 2 CONSTRUCTION PLAN 3 CONSTRUCTION PLAN 4 CONSTRUCTION PLAN 5 CONSTRUCTION PLAN 6 CONSTRUCTION DETAILS 7 CONSTRUCTION DETAILS 8 CONSTRUCTION SPECIFICATIONS 9 CONSTRUCTION SPECIFICATIONS 10 CONSTRUCTION SPECIFICATIONS 11 IRRIGATION TITLE SHEET 12 Not to Scale IRRIGATION SCHEDULES AND NOTES 13 IRRIGATION SCHEDULES AND NOTES 14 IRRIGATION PLAN 15 IRRIGATION PLAN IRRIGATION PLAN 16 17 A security release letter shall certify that he or she has inspected the work and that the project complies with the following conditions: IRRIGATION PLAN IRRIGATION DETAILS 18 19 1. Has been maintained in substantial conformance to the approved plans. IRRIGATION DETAILS 20 2. Is growing in a healthy and thriving condition. IRRIGATION DETAILS IRRIGATION SPECIFICATIONS PLANTING SCHEDULES 21 22 23 3. All plantings required under Section IV.E of the Landscape Manual have been established as an effective surface erosion control. PLANTING PLAN 24 PLANTING PLAN 25 4. There is no evidence of excessive run off from the irrigation system causing a soil erosion problem. PLANTING PLAN 26 PLANTING PLAN 27 5. As-built landscape plans for the bonded work shall be submitted to and approved by the City. PLANTING DETAILS 28 PLANTING DETAILS 29 PLANTING SPECIFICATIONS 30 MAINTENANCE EXHIBIT 31 DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE 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 SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A 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 CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY: Peter A. Duarte PHONE NO: (949) 770-8530 REGISTRATION NO: 5067 EXPIRATION DATE: 08/10/16 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 IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. BY: Peter A. Duarte &= PHONE NO (949) 770-8530 REGISTRATION NO: 5067 EXPIRATION DATE: 08/10/16 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:1/WWW.CARLSBADCA.GOV/SERVICES/DEPARTMENTS/WATEPJDOCUMENTS/RECYCLEDWATERBACKFLOWTESTERLIST.PDF FOR RECYCLED OR HTTP:1/WWW. CARLSBADCA.GOV/SERVICES/DEPARTMENTSIWATEPJDOCU MEN TS/WA TERBACKFLOWTESTERLIST.PDF FOR POT ABLE OR CALL (760) 438-2722. INSPECTION PROCEDURES: INSPECTION PROCEDURES INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF 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 "CERTIFICATION OF COMPLETION" FORM. A REQUEST FORA FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "CERTIFICATION OF COMPLETION" FORM FAX TO: (760) 944-8943. LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602. PRIOR TO BEGINNING LANDSCAPE WORK: Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No.: LH01-P Scale: NONE Drawn: PAD CS-0.01 Checked: PAD APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP.-~--DATE 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 ACCDRDINGL Y TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. COVER SHEET REVIEWED BY: INSPECTOR DATE I SH~ET I CITY OF CARLSBAD m PLANNING DIVISION 1 LANDSCAPE IMPROVEMENT PLANS FOR: TABATA10 I APPROVED: J.t, , I, l "il- l----1---+--------------+------+---+------+---l --~r_«-;;::)(~_L:f~--Ei~l-c>_r-~11 ___ "1 · 'f. ':± 1---+----11------------------+---+---l---l-----l ~P~LA::=N::::N::::IN::::G=====;~========:::;;::====~ OWN BY: PROJECT NO. DRAWING NO. ~~~~~~: CT 06-13 472-?L DATE INITIAL DESJGNER OF 1NORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROI/AL -a> N 00 0 -.:I' ...... 0 N -rn ..... C: Q) E :::J (.J 0 C C: 0 :.:; (.J :::J ,_ ..... rn C: 0 (.) -cu ±: E ..Q :::J en >, ..... ·-(.) ..c: :;; PAVING SCHEDULE: KEY DESCRIPTION COLOR FINISH MFG./SUPPLIER PATTERN THK. REINFORCING CEMENT BASE JOINTING DETAIL COMMENTS ~ Concrete Paving Medium Per Per Soils Per Soils 1/8" Sawcut 3,4/LC-5.01 See footnote #1 below. Natural Topcast -Per Plan Soils Report 11/V Report Per Per Soils Per Soils @] Concrete Driveway Match P-1 Match P-1 Match P-1 Match P-1 Soils Report 11/V Report 1/8" Sawcut 3,4/LC-5.01 See footnote #1 below. [£TI Match P-1 Per Per Soils Per Soils 1/8" Sawcut 5/LC-5.01 See footnote #1 below. Concrete Mow Curb Match P-1 Match P-1 Per Plan Soils Report 11/V Report Footnotes: 1. Refer to Soils Engineering Report for final concrete thickness, reinforcements and base requirements and recommendations. WALL SCHEDULE: KEY DESCRIPTION HEIGHT WIDTH MATERIAL COLOR FINISH CAP CAP COLOR CAP FINISH MFG./SUPPLIER DETAIL COMMENT ~ CMU Block Sound Wall 4'-0" Per Detail CMU Nufad Split face CMU Olay Brown Precision ORCO Block 1/LC-5.01 See footnotes below. I W-2 I Split-face CMU Wall 6'-0" Per Detail CMU Match W-1 Split face CMU Match W-1 Precision ORCO Block 2/LC-5.01 See footnotes below. I W-3 I Per Civil Per Civil Per Civil Split-face Retaining Wall CMU Match W-1 Split face CMU Match W-1 Precision ORCO Block -Plans Plans Plans Footnotes: 1. Install per manufacturer's recommendation and review the necessary precast pieces (straights, corners & ends), if applicable. 2. Provide wall joints per block manufacturer's specs. 3. Refer to Civil Engineer's plans and to Structural Engineer's plans. FENCE SCHEDULE: KEY DESCRIPTION HEIGHT MATERIAL FINISH COLOR DETAIL COMMENTS [}TI Tubular Metal Fence 5'-0" Max. Tubular Steel Primed & Painted Dark Bronze 6/LC-5 01 Apply (2) coats slain. Stain by Sherwin Williams. lli] Sideyard Wood Fence 5'-0" Wood Stained Spicewood 3/LC-5.02 Apply (2) coats stain. Stain by Sherwin Williams. SW 3021 GATE SCHEDULE: KEY DESCRIPTION HEIGHT FINISH COLOR HARDWARE MFG./SUPPLIER DETAIL COMMENTS ~ Sideyard Wood Gate Per detail Match F-2 Match F-2 Exterior 4/LC-5.02 See footnotes below. Grade - Footnotes: 1. Field verify gate openings prior to fabrication. 2. Install per local codes, regulations, and local fire department (including accessibility requirements, if required). SITE AMENITIES SCHEDULE: KEY DESCRIPTION MATERIAL MFG. MODEL# SUPPLIER COLOR FINISH DETAIL COMMENTS I SA-1 I Mailbox 5/LC-5.02 1. Verify with USPS prior to ordering and installation. Surface mount pedestal to paving per Manufacturer's WWW .mailbox-vigilant"' USPS www.mailbox-specifications. Cluster Box Unit Metal Dark Bronze Powdercoat ixchange.com 12 ixchange.com Footnotes: 1. Install per Manufacturer's specifications and per local codes & regulations .. SITE FURNITURE SCHEDULE: KEY DESCRIPTION MFG. MODEL# SUPPLIER SIZE FINISH COLOR DETAIL COMMENTS I SF-1I Metal Bench landsalpefonns Scarborough www.lardscapefonns.mm 6' Length Powder-Coated Bronze 6/LC-5.02 Include surface mount. See Footnote below. I SF-21 Metal Trash Receptacle Match SF-1 Match SF-1 Match SF-1 24 Gallon Match SF-1 Match SF-1 7/LC-5.02 Include surface mount. See Footnote below. Footnotes: 1. Install per Manufacturer's specifications. Plotted by: KC-SP AD Aug. 29, 2014 11 :20 AM ' ' S lz_ProJects\LH01-2013_ Tabata\sPAD\ P (Product1on)\LC-001-LH01.dwg GENERAL CONSTRUCTION NOTES: 1. Conform Work to requirements of latest adopted edition of Uniform Building Code and applicable local and state codes, plans, specifications, ordinances and regulations. 2. Prior to beginning work, become familiar with existing site conditions, including underground utilities, and above grade features such as grading, walls, fences, structures, etc. Contractor will be held responsible for his own damage. 3. Upon being awarded Contract, make necessary arrangements to insure that materials, supplies, and manpower will be available when needed to construct this project in an orderly and timely fashion. 4. Do not begin work until Contractor's "Construction Set" drawings are current and have required pubic agency approvals. 5. Verify property lines and limits of work prior to commencing work. 6. Refer to project specifications for additional information. 7. Obtain necessary permits and pay for related inspection fees required to install Work. 8. Written dimensions take precedence over scaling of Drawings. 9. Where conflicts occur between Drawings and actual field conditions, notify Owner's Authorized Representative immediately for clarification. Failure to provide notification may hold Contractor liable for costs incurred to rectify problem, if required. 10. Prior to installing paving, refer to the project's geotechnical report. Report discrepencies between the geotechnical report's recommendations and information noted in the Paving Schedule. 11. Do not willfully proceed with construction operations when it is obvious that unknown obstructions and grade differences exist that may not have been known during the design process. Bring these conditions immediately to attention of Owner's Authorized Representative for resolution. Assume full responsibility for costs incurred and required modifications due to lack of providing such notification. 12. Be responsible for coordinating work with Owner, Owner's Authorized Representative, General Contractor and his sub-contractor's, public agencies, and project design consultants. 13. Ensure that rough grade has been accepted by Owner prior to beginning work. 14. Ensure that fine grades have been established correctly and approved by Owner's Authorized Representative prior to beginning hardscape work. 15. Provide the following grade drops from paving finish surface: Turf areas -11/2", groundcover and shrub areas -2". 16. Ensure that Contractor-installed underground elements such as drainlines, irrigation mainlines and laterals, electrical conduit, sleeves, etc. are in place, operational, and approved by public agency inspection prior to installation of hardscape work. 17. Paving mock-ups may be required on this project -refer to Paving Schedule and specifications for additional information. 18. Ensure that curved edges such as walkways, headerboard, and mowstrips have smooth and continuous curves. 19. Notify Owner's Authorized Representative with proper amount of lead-time as indicated in specifications prior to a Contractor-requested site meeting. Failure to provide appropriate lead time may result in Contractor being backcharged for Owner's Authorized Representative's time. 20. Refer to Civil Engineer's drawings for precise grading, step quantities, and drainage information. 21. Dimensions are to the face of CMU or wood studs, unless indicated otherwise. 22. Provide isolation joints when paving abuts vertical edges such as walls, steps, curbs, and columns. CONSTRUCTION KEY NOTES: CD Adjacent utility, by others. 0 Easement, per Civil's drawings. ® Front yard landscape, per homeowner. 0 Adjacent roadway paving, per Civil. ® Existing Curb. ® Shovel cut header. 0 Adjacent light pole or fixture, by others. @ Existing Gutter. ® Boundary Line, per Civil's drawings. 0 ® ® Adjacent ramp with detectable warning Existing Sidewalk. Existing irrevocable offer of dedication strips & path of travel, per Civil's drawings. ® (IOD), per Civil's drawings. 0 Proposed Water easement, @ Retaining wall, per Civil's drawings. per Civil's plan. Proposed Drainage easement, per Civil's plan. © Property Line. ® Proposed Sewer easement, 0 per Civil's plan. R.O.W., per Civil's drawings. ® © Existing Public Utility Vehicular Sight Triangle. easement, per Civil's drawings. SYMBOLS LEGEND: 8' ..... 1 I !!I -----Center Line / __:li,; __ Indicates Section Letter ,rq. k:r ;l )1 r,i ~i ('"·) tt ~ f :.1~ ·~;: ), ,.~ l, It -,1, C ·I (· ,, , •...:..4'\ ,~ • A ,: ~ l~ ,-,._.'f Properly Line ~ Indicates Section Sheet Number "• ,,.,, -------'If . 0,j" .,. )~ . . Q.,i~ 1\C , • !i. ,:J .•, -~ ,r- PA Planting Area I ------Isolation Joint L .... Contraction Joint ;tl' ~~ Indicates Elevation Letter Landscape Architecture 1 I Indicates Elevation Sheet Number ~ ---Limit of Work Line ' ,I - 92 Argonaut, Ste. 270 ------Matchline Indicates Enlargement Number Aliso Viejo, CA 92656 ~ Align / ' Enlargement Name/Description T: 949.770.8530 I 1 www.studio-pad.com ~ Point of Beginning/Origin Point of Layout '----__,./ Indicates Enlargement Sheet Number Job No.: LH01-P Scale: None Drawn: sPAD LC-0.01 Checked: PAD APPROVED FOR IRRIGATION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE CONSTRUCTION REVIEWED BY: SCHEDULES INSPECTOR DATE I SH~ET I CITY OF CARLSBAD PLANNING DIVISION ~ 1 LANDSCAPE IMPROVEMENT PLANS FOR: v';"OSCAPt f,"<$), ~ <j)NlTf & I.'(; /4,!>Ss; TABATA 10 ~~ ~,, v,. gi %1-, ~-"" 'i · 1( /l,, JI, I APPROVED: l~Y~ L-r -~ I _;,-ff-I •~··'~~ i'---t. 1+ " ;i", z. 'I: i,, l'I " ,j'): [)-so. /4 :-,,,1?' 'il't, '?," PLANNING OF CALlfO OWN BY: PROJECT NO. DATE IN!TJAL DATE INITIAL DATE IM!TIAL DRAWING NO. REVISION DESCRIPTION CHKD BY: CT 06-13 472-?L DESIGNER OF WORK OTHER APPROVAL CHY APPROVAL RVWD BY: Expiration Date: -0) N 00 0 "<t ~ 0 N -~ C: Q) E ::I 0 0 C C: 0 +-' 0 ::I ... +-' u, C: 0 (.) -ca :i::: E .c ::I en >, +-' ·-(.) .c: -:;;. ' \ ' I I 1. l ' ,v I , ' ...><: L.. 0 s ,..__ 0 ·"'= _E _J '_U· ,'·,,- · L : 1 I LOT 20 PAD 107.80 PLAN 1A • 3 ELEV. C LOT19 PAD 108.40 PLAN 3RC L-.h:=ri. /J 6 a, r:: ·-. -.r::- (J-.... ro . :E NOSC/l ouP-RTE&t .::i ~A~_ ... S1~:"WIU" 'f(,~1-, 1,o / 1. ku,:w,J~r., • ,,,2,f .. l,., "" NOTES: 0 10' 20' 40' ~-- Scale: 1" = 20' 1. Refer to Sheet LC-0.01 for Construction Schedules and Notes. 2. Refer to Civil Engineer's plans for perimeter wall locations. 3. Refer to Civil Engineer's plans for grading information. Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No.: LH01-P Scale: 1"=20' Drawn: KHC LC-1.01 Checked: PAD APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ EXP. __ _ DATE CONSTRUCTION REVIEWED BY PLAN INSPECTOR DATE 1--,==r==1==================i===i==t===1=~1 ~ S~H;E~T ~1 ~c~,T~Y~O~F~C=A=R=LS=B=A=□=::::!..'.:1 ~~~1 I PLANNING DIVISION F====f====f========================~====t===t===1===3 LANDSCAPE IMPROVEMENTTABAT A 10 I APPROVED: {zt:--t\ 4-~l~it '1 . '-f . I ---\-I PLANNING -a, N 00 0 -.:2' ...... 0 ~ j!! C: Q) E :::l u 0 C C: 0 ·-..... u :::l ... ..... U'I C: 0 (.) -ca :t:: ·-E ..0 :::l en DATE (NIT!AL :;;::;-;;:;;:;;-;;-;:;;:;-;;;-;:;:;--;;;;;;:;:;:;:;;-;:::;:::~:;::;;:;:=;--------------__J=~~~~b~~;;:;=~~~~~~~~~~~-~.i!' Plotted by KC-SPAD ~••,= ""'••= REVISIONOESCRIPTION Aug. 29, 2014 11 :20 AM S:\z_Projects\LH01-2013_ Tabata\sPAD\'P' (Production)\LC-101-LH01.dwg :;;. F CAllf OATE INlflAL DATE OWN BY: PROJECT NO. INITIAL DRAWING NO CHKD BY: OTHER APPROVAL CITY APPROVAL RI/WO BY CT 06-13 472-?L - I I I I -0 : ' ~ ' Ii ;r-::'::::::-L....Li f-• • I ,, ,--'--L_ a, I /F-21 1-LOT 10 en LOT11 PAD109.50 c% PAD 109.00 PLAN 2C ' a, C ·-- PLAN 3B --.11r--__J 1 __ ·r---J , I • LOT 9 PAD 110.50 PLAN 3RA rw.TT ---11,~f-/-.....J 1-_-----f---______J Plo1ted by: KC-SPAD Aug. 29, 2014 11 :20 AM S·\z p . I . -roJects LH01-2013 TabatalsPADl'P' (P d . -ro uct1on)ILC-101-LH01.dwg Limit of Work Exµiralion Date: I • ../ •-• ·•-•-·• , •. ,. •--··• ·.iii iii iii iia --iiii·lllir iii:i -ii.a iii -.iii .. -1··------- 1___.Jj__________ J,--~ I I fe- • LOT3 PAD 113.30 PLA~J 3B I 1 I J,- 1 -0 ::..---1 F-1 1------ NOTES: \ 1. Refer to Sheet LC-0 01 fo C . ,-·,·<): , .. :,,:/-. .\,I,_, PA - _,.:,,., ., -:·/"·':. _1. - I r; 0 10' ~ I 18 20' :'J ', 11 KEYMAP ~rn Not to Scale La nd scape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No.: LH01-P Scale: 1"=20' Drawn: KHC LC-1.02 Checked: PAD 40' - ""' APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP. __ _ DATE 2. Refer to Civil Engin~er's rlan~nstruct1?n Schedules and Notes. 3. Refer to Civil Engineer'sp pl ffor perimeter wall locations. ans or grading information. CONSTRUCTION PLAN REVIEWED BY INSPECTOR DATE SHEETS 31 TABATA 10 5 ~ij===;~~~~==F~~!§§ F~APPRO~V~ED: ~rr--3.:_=:=.~L~= ., -/'C'.J1 Gr-U_;,tj-I PLANNING -"( , + , ( ::\ DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL OWN BY: DATE INITIAL OTHER APPROVAL CHKD BY: PROJECT NO. CITYAPPROVAL RVWDBY CT06-13 472~7NL -a, N 00 0 "O:I' ...... 0 N -~ C a, E ::::s u 0 C C 0 :;::; u ::::s .... ... U) C 0 u m :i::: ·-E ..0 ::::s en >, ;!: u ..c: ~ Q) s::: ·--..s::: (.J -cu ~ I II I I 12 7 11 · ------, -~-~-!!!!II_':::_-=._~----!!!!!II __ Ll_■_-_~_1111! -,-s------s I -f--- ~-1-00 -0 -- I I I --PA \ I (yj_) I PA • _, ' . I I i I : ' ' I (0 * ' ~ ' . ~ vv • ~ '✓ ' LOT 23 PAD 99.70 PLAN 1C I I -- ' i -, ' . -----. s:i ---iii i::iii::i ------- . . ,. """" --• -. I I ---. -17-1-00 I \ I (yj_) I I I I I I ; ; ' ' I ' I ' ' I ' ® ~ vv ~ ,-• r--v' ----------------- LOT24 PAD 100.40 PLAN 3B ------------------------- 2: 1 ;\ . -·-., ... ----·-·· ---C.-:-L --· --___ ).. iiii:i iid -------------····--- :1 I -•'·-1<·., .;_ '= -. -....... ,.,. EL CAMINO REAL 12 7 11 10 18 " -1--1 ~® I J 9J~, 18+00' I!~ I p~ 3 ~I I ' ~~ \ I 0ttj 0 PA PA (yj_) \ I PA ' !\ ' i ' I I I I i ! I ! ! I ' ' i I ' ' I ! ' I ! I I I I ' I I ' ' ' ' ~ ~ " I I (2) ~ 'V '-. '-. I '-. '" '-. I I I I '-. I ~ '-. 1-, I ' c-'-. I '-. I I I I '-., \7V V' I • • I I I I" I .':fGTj ___ ----------I ----- I ------roT 20 - I i..£iJ I -LOT 26 PAD 101.10 ~ I PLAN 2RA PAD 102.00 I I PLAN 3C i1 ' I ~ I I .. , I I I I I I / ----------------------------------------------,-- 105 2·1 .. -----__ /_ \ '\ 110 . ·---·--·---. ---.. '• --. ---. -----• --iJal iii Ff iii iii a:::i wH:iii ...iii iliii ;_ fiiill :.iii iii --· ' " .. -- · Matchline -See Sheet LC-1.02 ~ ' 8 \ ' 2 / -- .- ----- ~ ~ ---- P-1 -- -W-2 - -- . --PA ---- -- -- --- - --- -- - -- -- - ··--.. ""' .. - PA ' ~: ,-.-.<-}~ . _, o -I ;: _1r / ~ ~ : 7 ,--,--n • LOT 2 i0:J1 ---=._ 1n 1 / 1-t--~ PAD 108.20 ~ . / [>PLAN 2B PA f---lH-,~1 --t---t---, [> I ' ' . 1._----,e::-7'----~-- ! '-------- NOTES: '-.. ' ----------. --------· -- f- l I f- •··--- 1. Refer to Sheet LC-0.01 for Construction Schedules a~d Notes . 2. Refer to Civil Engineer's plans for perimeter wall locations. 3. Refer to Civil Engineer's plans for grading information. DATE INITIAL DATE Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad com Job No.: LH01-P Scale: 1"=20' Drawn: KHC LC-1.03 Checked PAD 0 10' 20' 40' r, Scale: 1" = 20' CONSTRUCTION PLAN I APPROVED: PLANNING DWN BY: INITJAL DATE INITIAL CHKD BY APPROVED FOR IRRIGATION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT 11 RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE TABATA10 td I 4-~l~:tt "r-+-1--\' PROJECT NO. DRAWING NO. Expiratloll Date: DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 06-13 472-?L Plotted by: KC-SPAD Aug. 29, 2014 11 :20 AM S:\z_Projects\LH01-2013_ TabatalsPAD\'P' (Production)\LC-101-LH01.dwg -a, N 00 = -.::I' ..... = N -(/) -C: Cl) E ::I 0 0 C C: 0 ·--0 ::I ... 1n C: 0 (.) -co ;t:: ·-E .0 ::I tn > -·-(.) . 105 · ~ Plotted by: KC-SPAD Aug. 29, 2014 11:21 AM S:lz_Projects\LH01-2013_ Tabata\sPAD\'P' (Production)\LC-101-LH01.dwg -------tor22----- PAD 98.90 PLAN 2A 0 10' 20' 40' i---~ Scale: 1" = 20' NOTES: 1. Refer to Sheet LC-0.01 for Construction Schedules and Notes. 2. Refer to Civil Engineer's plans for perimeter wall locations. 3. Refer to Civil Engineer's plans for grading information. CONSTRUCTION PLAN Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No.: LH01-P Scale: 1"=20' Drawn: KHC LC-1.04 Checked: PAD APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE __ DATE REVIEWED BY: INSPECTOR DATE I SH6EET I CITY OF CARLSBAD .----------+==-+---+-------======!==t=t==+==i PLANNING DIVISION i=-+--~------------,-,-==it==r~ LANDSCAPE IMPROVEMENT PLANS FOR: TABATA 10 I APPROVED 11;,(, \ 4-~ 1/4[ "l-'-f-1-r PLANNING REVISION DESCRIPTION fapiration Date: DATE INITIAL DESIGNER OF WORK OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT 06-13 472-?L OTHER APPROVAL CITY APPROVAL RVWD BY: -a, N 00 0 -.::t' ..... 0 N -.l!? C: Q.) E ::I u 0 C C: 0 :;::::; u ::I ,_ -1/) C: 0 (.) . . ~ t: ·-E .c ::I en >, -·-(.) 7 8 LEGEND 1, Poured in place concrete mow curb. 2. 1/2" radius both sides. 3. No. 4 rebar, cont. 4. Adjacent paving, as occurs per plan. 5, Isolation joint, as occurs per plan. "' -.Cl 't: 2 3 .c ~ "' ,2 ~ :: .E ~ a N ' J '>'.'I j -1/:0(-«-«« ¾~~'0/ ~%~ /.~ '.,,\'«« ~~~'0/ ;,;M"«"«'< ~~~'0/ ~~-<;~~ ~«:<.«:<.«:<.« ,~~~'0/ /M"«'</\'< »~~'0/ '<%~ . //.(/,('(, NOTES A. Refer to soils report for concrete requirement. B. Isolation joints at beginning and end of curb radius, obstructions and grade breaks over 3%. . "' .d.<l d . "<l Q "' q 4 d • 4 d q 4 4 d • 4 d • 4 d ; • 4 • • 4 4 . . d .., .<l m~~'y- ~~~~~ ~j§~~ ~~~~ vx»'»;,vj;yx ~~y :0<.-«'«'«'0' ~)»))7»,7~ ,~w,' 1//, /, 6" PV-EG-01 .dwg 5 CONCRETE MOW CURB [P-3] Scale: 3" == 1'-0'' LEGEND 1. ½" sq, tubular steel pickets, attach on front of rail. 2. 1 "x1 ½" tubular steel top rail. 3. Concrete footing, slope to train. 4. 1 "x1 ½" tubular steel bottom rail. 5. 1 ½" sq. tubular steel post. 6, 90% compacted subgrade. • I' ' " ' ' ~\ ~\ \ ~ ' ~' I ~ ~ ~ , '-'<,_ , .. I' . M View shown is from outside of project. , 1' 11,, 4"O.C. TYP. " ~ ~ ' ' ? ;, NOTES A. Concrete, footing, and reinforcement are shown for bid purposes only. B. Refer to Structural Engineer detail for thickness, reinforcement, and connections. 61-0 11 o.c. 1 2 ~ IJ i== ~ " -~ I\ ~t . "· ~-\ ~I.-6 '''¼ . f:'::C 4 FE-OV-MT·OP-01B1 .dwg 6 TUBULAR STEEL FENCE [F-1] Scale: ½" = 11-011 LEGEND 1. Concrete paving. 2. 1/2" radius. 3, Refer to Soils Report for thickness. 4. Finish grade. 5. 90% compacted subgrade. .Cl "' r ~ 't: .c U) "' ~ r- ,2 ~ 0 -N a 0 NOTES A. Refer to Paving Schedule for additional paving information. B. Refer to Soils Engineer's report for thickness and reinforcement (rebar) recommendations & specifications. PV-CP-02.dwg 3 CONC. PAVING [P-1] & DRIVEWAY [P-2] Scale: NT.S. LEGEND 1. Concrete paving. 2. Concrete paving -first pour. 3. Concrete paving -second pour. 4. Contraction joint 114th depth of slab. 5. Construction joint. 6, 90% compacted subgrade. 7. Fixed element, i.e. wall, column, vault, or step. 8, Sealant. 9. Compressible joint filler. 1 0. S tee I dowel. 11. Plastic "Speed Dowel" alignment tube cast in first pour. Contraction Joint: Doweled Construction Joint: Expansion/ Isolation Joint: NOTES A. Refer to Paving Schedule for paving types, colors, and finishes. . d <i 4 7 8 9 PV-CP-01.dwg 4 CONCRETE PAVING JOINTS [P-1] & [P-2] Scale: NTS. LEGEND 1. 2 x 8 x 16 CMU cap. 2. 6 x8 x 16 CMU block. 3. Reinforcements, per Structural Engineer. 4. Concrete footing, per Structural Engineer. 5. Finish grade/ berm, per Civil Engineer. 6. 90% compacted subgrade. ELEVATION SECTION NOTES A. Refer to Construction Stledu!es for type, color, and finish. B. Refer to Structural Engineer's drawings for rebar and footing information. ",,,-'-,L,J~ Engineer Wl-FS-CU-CU-03-SoondWall ,dwg 1 CMU BLOCK SOUND WALL [W-1] Scale: 3/411 = r-011 LEGEND 1. 8x4x16 Precision Cap. 2. 6x6x16 split face CMU block. 3. Grout. 4. Horizontal rebar. 5. Vertical rebar. 6. Finish grade. 7. 90% compacted sub-grade. 8. Concrete footing. 9. Amended top soil per soils report, where occurs. NOTES A. Refer to Construction plan for all type, color, finish and manufacturer applications. B. Refer to Precise Grading Plans for wall heights. Section C: .!!l [L = C: -0 ~ (9 "' "' ''3 ~ [L ~ "' 0. "' "' ·c: ro > :E en ·w :r: (;i E 9 <O ~ ~ ' 0 ' ~ . 2 C: 'E' ,, ' ,., 1., 311 min. , , 1, 24" wide with ,, ' #4 rebar@ ' 12" o.c. ea. way Wl-FS-SF-CU-02 .dwg 2 SPLIT-FACE CMU WALL [W-2] Scale: 3/4" = 1 '-0" CONSTRUCTION DETAILS Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No. : LH01-P Scale: As Shown Drawn: PAD LC-5.01 Checked: PAD APPROVED FOR IRRIGATION AND PLANTING ONL Y1 INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ,----------t-----t--t------------f---+--t--+----11 SH7EET I CITY OF CARLSBAD fsHmsl1 PLANNING DIVISION ~ ~LA:;:N=,:D:::S:::CA::::P;:E ~IM:::PR:::O::V:::EM::::E::::N:::T::::PLA==N S:::F:::O:::R=: ======='-====: TABATA 10 I APPROVED ("L;:( \ y:-I::\ I a'\t 6f.<f.1--f I PLANNING Expiration Dale: DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OWN BY: PROJECHIO. DRAWING NO. DATE lNlflAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RI/WD BY: CT 06-13 472-?L -m N 00 0 -.:t' ..... 0 N -1/) ..... C: Q) E ::::J u 0 C C: 0 .::: u ::::J .... ..... 1/) C: 0 u -cu t: ·-E .c ::::J en >, ..... ·-u .c: -------------------------------------------------------------------------------------------------------------------------------------------~ Plotted by: KC-SPAD Aug. 29, 2014 11 :21 AM S:lz_Projects\LH01-2013 _ Tabata\sPAD\'P' (Production)\LC-501-LH01.dwg LEGEND 1. Scarborough strap trash receptacle with top-opening by Landscape Forms; to be surface mounted. NOTES A. Install per manufacturer's specifications. Metal Trash Receptacle.dwg 7 METAL TRASH RECEPTACLE [SF-2] Scale: N.T.S. 8 LEGEND 1. Mailbox CBU. 2. Install on Concrete pad, per plan. Color and finish to match [P-1 ]. 5 MAILBOX [SA-1] LEGEND 1. Scarborough 6 ft. metal bench with back by Landscape Forms; to be surface mounted. 6 METAL BENCH [SF-1] NOTES A Install per manufacturer's specifications. 6" Cir. Min. Typ. Mailbox-CSU .Uwg Scale: N.T.S. NOTES A Install per manufacturer's specifications. Metal Bench.ciwc Scale: NTS. LEGEND 1. 211 x 6" cap. 2. 1" x 4" top & bottom rails. 3. 2" x 4" top & bottom rails. 4. Heavy galvanized post channel 6'-0" o.c. 5. 1" x 6" panels. 6. Concrete footing. 7. Rail Bracket w/ wedge nut and bolt to hold bracket to post. 8. 90% compacted subgrade. 9. Finish grade. 10. 2" x 4" middle rail bevel top for no toe hold per pool code. 11. 1" x 4" panels, 1" overlap over .1" x 6" panels I \ Rail Bracket NOTES A. All wood to be rough sawn Cedar or rightwood prestained. Or per developer request. B. Contractor shall utilize galvanized finishing nails for all connections. C. Paint/ Stain per Schedule. D. Install 1 cu. ft. of gravel at post base if using wood post. 1" Plan ---, ~ - 4 , 11 10 / 3 2 9 ..._ ------\ -, I I ,.._ J OS a -PI 16'0" O.C. cp 2 5 ---} I ( I 1 ' I - I I I I I I ~ ~, : --. ~~v,~'v,~v,~'<-»Y-~~'<s0v,~ · ~ . . '0(~~~;>'/ »/0,c, . 6 ~-. ·. 0;~~'0 . " . c0 . . «<w / . ~s.., //(~~ - ( I I ------ I ( ·1~· 4_,. ~ -~ ·_·. ,,'.( . , '·• -- 1 '-0" 3 SIDEYARD WOOD FENCE [F-2] LEGEND 1. Shaped 1x8 header board. 2. 1x6 tongue and groove. 3. 2x4 top and bottom rail. 4. 1x4 plant-on. 5. 2x4 cross brace. 6. 2x4 wood frame. 7. 2x2 stopper. 8. Align end of gate head radius with top of wall. 9. Adjacent wall or fence-per plan. 10. Heavy duty self closing hinges to be selected by owner_ 11. Lag bolts to adjacent wall or fence. 12. Lock latch to be selected by owner. NOTES A. Refer to Construction Plan for all type, color, finish and manufacturer applications. B. All wood to be S4S Douglas Fir minimum grade of no. 2 or better. C. Gates to be painted with 2 coats primer and 2 coats acrylic paint. Color to mach adjacent architecture. D. Hinges and latch to meet all requirements for pool safety standard. All gates to swing into yard. FRONT ELEVATION 4 SIDEYARD WOOD GATE [G-1] ELEVATION TOP VIEW REAR ELEVATION DATE INITIAL ~ r I -~ '.? I "' . M 0 ' N Sideyard-Gale .dwg Scale: 3/411 = 11-011 DESIGNER OF WORK REVISION DESCRIPTION E~µiration Date: I / --....... SECTION Typ Sicieyarcl Fence .dwg Scale: 112" = 1'-0" CONSTRUCTION DETAILS I SH~ET I Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No.: LH01-P Scale: As Shown Drawn: PAD LC-5.02 Checked PAD APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD PLANNING DIVISION ~ 1 LANDSCAPE IMPROVEMENT PLANS FOR: TABATA 10 I APPROVED: (ti\ 4:-Ll~...o:ft 4 -'-t -1-\- PLANNING OWN BY: PROJECT NO_ DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: CT 06-13 472-7L -O') N 00 0 'q' ..- 0 N -1/) -C: Q) E ::I u 0 C C: 0 ~ ::I ... -1/) C: 0 u -ns :t:: ·-E .c ::I en >-:!:::: u ..c: -■:--~~=~~:-:~~~-:~~==~~=~~~==~-----------------------------------------------------;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~:;; Plotted by: KC-SP AD Aug. 29, 2014 11 :21 AM S:lz_Projects\LH01-2013_ Tabata\sPAD\'P' (Production)ILC-501-LH01.dwg FINISH GRADING PART 1 -GENERAL CONDITIONS 1.1 Description: A. Work included: 1. Furnish all labor, materials, equipment, appliances and necessary incidentals for the complete installation of all landscape finish grading as shown on the drawings and as specified herein. a. Preliminary Grading: Grades in all planting areas will be established to within+/-1110 foot by others prior to beginning of landscape construction. Raised and roof deck planting areas shall be backfilled with mixes indicated on plan and in specifications. b. Weeding: Before and during finish grading, all weeds and grasses shall be dug out by the root and disposed of off the site. c. Finish grading: Finish grading shall consist of finishing surtaces by raking smoothly and evenly, removing and disposing of all extraneous matter to facilitate natural run-off water. All extraneous matter shall be disposed of off the site. d. Moisture Content: The soil shall not be worked when the moisture content is so great that excessive compaction will occur and not when it is so dry that a dust will form in the air or that clods will not break readily. Water shall be applied, if necessary, to provide ideal moisture content for tilling and for herein specified. 2. Visit the site to determine existing conditions, including access to the site and the nature and extent of existing improvements upon adjacent public and private property, nature of materials to be encountered and other factors that may affect the work of this section. Additional compensation resulting from the alleged ignorance of local conditions, and their effect upon the cost of the work will not subsequently be approved. 3. Cause minimum interterence with workmen, materials, or other equipment of other trades on the project. PART 2 -MATERIALS 2.1 No materials are required of this section. PART 3 -EXECUTION 3.1 Surtace Condition: A. Prior to commencing work required by this section, inspect the work of other trades and verify that such work has been properly completed and installed to allow for proper installation of all materials and methods required of this section. B. All landscape finish grading shall be installed in accordance with the requirements of all governing authorities, the original design and the referenced standards. 3.2 Finish Grading: A. General: When preliminary grading and weeding has been completed and the soil has dried sufficiently to be readily worked, all lawn and planting areas shall be graded to the elevations indicated on the drawings. Grades not otherwise indicated shall be uniform levels or slopes between points where elevations are given. Minor adjustments of finish grades shall be made at the direction of the Landscape Architect, if required. Finish grade shall be smooth, even and uniform plane with no abrupt change of surtace. Soil areas adjacent to building shall slope away from the buildings to allow a natural run-off of water, and surtace drainage shall be directed as indicated on the drawings by remodeling surtaces to facilitate the natural run-off waler. Low spots and pockets shall be graded to drain properly. B. Shrubs and Ground Cover: The finish grade of all shrubbery and ground cover areas shall be 1-112 inches below the grade of adjacent pavement, walks, curbs or headers and 3 inches below adjacent walls. An exception to the above requirements shall be made wherever drainage conditions may require flush grades as directed by the Landscape Architect. C. Lawn Areas: The finish grade of all lawn areas shall be 1-112 inches below the grade of adjacent pavement, walks, curbs or headers. An exception to the above requirements shall be made wherever drainage conditions may require fiush grades as directed by the Landscape Architect. D. Drainage: Contractor is to finish grade with proper slope to drains. All fiow lines, designated or not, shall be graded and maintained to allow free fiow of surtace water, and shall conform to the intent of all plans and sections after thorough settlement and compaction of the soil. 3.3 Inspections: All inspections herein specified shall be made by the Architect. Request inspections at least 24 hours in advance of the time inspection is desired. Inspection is required when finish grading is completed. END DRAINAGE PART 1 -GENERAL CONDITIONS 1.1 Description: A. Work included: 1. Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the completion of all drainage systems as shown on the drawings including but not limited to the following: a. Installation of all brass, ABS and PVC drainage structures. b. Installation of all drain lines and other necessary equipment as intent of plans. PART 2 -MATERIALS 2.1 Acrylonitrile Butadiene-Styrene (ABS) Schedule 40 plastic drain pipe, pertorated or non-pertorated in diameters shown on drawings. 2.2 Basins and Drains: High impact plastic styrene drain basins, catch basins, and grates, high impact plastic styrene deck drains and/or precast concrete drain box and catch basins and cast iron grate and/or brass basin and grate in diameters, sizes and types shown on drawings. 2.3 Fittings: Snap couplings, snap tees, ells, Y, and receiver couplings as necessary to connect all pipe, drains and fittings as shown or inferred on drawings. PART 3 -EXECUTION 3.1 Trenching and Pipe Laying A. Trenches to pitch a minimum of 1/4" per foot unless otherwise indicated on drawings. Contractor to verify all invert elevations and trench depth prior to excavation. 8. Bottom of trench shall be smooth and continuous to flow direction. A hollow shall be made to receive bell of pipe so that the joint will not bear upon the subgrade. Adjustments to line and grade shall be made by scraping away or filling in with backfill under the base of the pipe and not by wedging or blocking. C. Trench material shall be used for backfill. However, no rocks or lumps shall be used. Welded joints shall be given at least 15 minutes setup before handling. Above the level of initial backfill, the trench may be backfilled with trench material. D. Compaction: Compaction by tamping shall be done in layers not exceeding eight (8") inches in loose depth. Each layer shall be thoroughly compacted before proceeding with work. 3.2 Cleanup and Testing A. Prior to covering of trenches, drain line and basins shall be checked to insure proper flow and water tightness. B. The piping systems shall be flushed and cleaned prior to connecting to existing drain line, catch basin or storm drain systems. C. Upon completion of work, remove debris, tools, and surplus materials from site. 3.3 Inspection: The following inspection shall be made by the Landscape Architect: When drainage work is completed, request inspection at least 24 hours in advance of the time the inspection is desired. END SITE CONCRETE PART 1 -GENERAL CONDITIONS 1.1 Description: A. Work Included: 1. Furnish all labor, materials, equipment, appliances, and necessary incidentals for the complete installation of all walkways per the drawings. 2. Install retardant finish concrete paving and steps. 3. Install broom finish concrete paving and steps. 4. Install sandblast finish concrete paving and steps. 5. Install steel trowel finish concrete bands. 1.3 Submittals: A. Samples of color and texture shall be submitted for approval. B. Prepare 5' x 5' panel of each type of paving using mix, materials and workmanship proposed for actual work. PART 2 -MATERIALS 2.1 Cement shall be Portland Cement Type II, conforming to ASTM designation C-150. Maximum total alkali shall not exceed 0.6%. Single brand throughout project. 2.2 Aggregates shall conform to ASTM designation C-33, 3/4" maximum size. Fine, natural sand, well graded, shall conform to ASTM C-144: Expansion joints shall conform to ASTM designation D-1751, size, height and location as noted on the drawings. Joints shall be impregnated felt unless otherwise specified on drawings. 2.3 Water used shall be potable quality, clean and free of deleterious material. 2.4 Reinforcing steel shall be intermediate grade deformed bars conforming to ASTM A-615, Grade 40, free of any coating that would prevent proper bond. Welded wire mesh shall conform to ASTM A-185. All steel shall be supported by chairs, spacers and hangers, and wired at intersections. Sizes shall be as shown on drawings. 2.5 Concrete mix shall be (unless indicated otherwise) a 5-sack Portland Cement mix, 314 inch maximum size aggregate with maximum 5" slump, designed for 2500 psi at 28 days. 2.6 Joint sealant shall be two-part polysulfide Class A self-leveling sealant as manufactured by Thiokol, or multi-part polyurethane construction sealant by L. M. Scofield. Color as selected by Landscape Architect. 2.7 Curing materials for walks shall be Thompson's C & B curing and bond breaker compound, product of E. A. Thompson Co., Inc. or approved equal water sealer. 2.8 Integral color admixture shall be 'Chromix' admixture as manufactured by L.M. Scofield Company. Color shall be per drawings. 2.9 Curing material for color conditioned concrete shall be 'Lithochrome Colorwax' as manufactured by L. M. Scofield Company. Color shall be per Landscape Architect. 2.10 Retarded Finish Concrete: A. Aggregate to be 'San Fernando Stone'. Fine and coarse aggregate shall conform to ASTM C33. Coarse aggregate shall be 3/8 inch maximum in size. B. Surtace retardant shall be Lithochrome concrete surtace retarder by L. M. Scofield Company or equal. C. Color to be natural gray or color per drawings, with aggregates exposed. 2.11 Broom Finish Concrete: Broom markings on slabs shall be uniform using a new manila hemp bristle broom or equivalent tool. Pattern shall be as indicated on drawings. Color to be per drawings. Where no color is specified, color shall be natural gray. 2.12 Sandblast Finish Concrete: Produce an even-textured finish, which matches approved sample, throughout project. Verify and conform to methods approved by local governing agencies. 2.13 Steel Trowel Finish Concrete: Steel trowel finish concrete bands shall be edged with a small radius edger. Expansion joints shall be installed at 20'-0" o.c. and control joints at 5'-0" o.c. or as shown on plans. PART 3 -EXECUTION 3.1 Subgrade: A. Grade all subgrades to a uniform depth and compact to 95% minimum compaction. Moisten all subgrades prior to pouring of concrete. B. Cut all footings in undisturbed or compacted soil. Footings shall be dead level. C. Place and compact sand or aggregate base as shown in the drawings. 3.2 Forms: A. Use only finished lumber. Set all forms to conform to plans and details and as directed. All edges and lines shall be truly vertical, horizontal or curved as shown on drawings. B. Moisten all forms prior to placing of concrete. 3.3 Expansion Joints: A. Place expansion joints in walks as shown on plans, not to exceed 16' on center. B. Provide expansion joints where new work adjoins existing work. C. Place 1/2" deep, tooled score joints as shown on the drawings, or at maximum 8' o.c. where not indicated. D. Cold joints are to have steel dowels as shown on plans. E. All joints shall be accurately aligned, of sharp, even width as shown on plans. 3.4 Concrete Installation: A. Class A concrete shall contain not less than 5 sacks of cement per cubic yard and be proportioned to attain a minimum cylinder strength of 2,500 psi in 28 days. Compressive strengths are to be determined in accordance with ASTM C-39. The slump shall not exceed 4". B. All transit mixed concrete shall be mixed and delivered in accordance with the requirement of the Standard Specifications for ready-mixed concrete, ASHA C-94. C. Where paving or steps adjoin existing elements, grades shall match exactly unless otherwise shown on plans. Concrete shall be finished to true, even lines and surtaces and left free from defects. Maximum variation permitted shall be 118 inch out of line or level in 10 feet. Joints and edges shall be straight and true and finished with Jointing and edging tools. D. Curing: All newly placed concrete shall be kept wet by continuous application of water for the first seven days after concrete has been placed. 3.5 Concrete Finish: A. Retarded Concrete Finish: 1. Apply retarder to finished surtace, before initial set takes place as directed by retardant manufacturer, by spray, roller or brush depending on retardant consistency. Cover with wet curing burlap and cure for not less than 10 and not more than 18 hours. Test surface with a knife blade to determine when to commence work of revealing aggregate. 2. Edge with a small radius edger before and immediately after the surtace aggregate has been embedded. 3. Reveal aggregate by using water jet and coarse fiber brushes to remove retarded paste from surtace, washing thoroughly until surtace is clean and exposure is complete. Then replace curing burlap and maintain moist for at least seven days. 4. Slab surtaces shall exhibit an aggregate exposure of coarse aggregate particles of a 3/8 inch size constituting not less than 60% and not more than 80% of the surtace. Exposure shall be to depth to provide a surtace profile of 1/8 in ;1/16 inches. B. Broom Finish: Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surtace, steel trowel and edge to an even hard surtace. Using new manila hemp bristle broom, brush markings on slabs in uniform fashion as shown on drawings. Construct 6" steel trowel shiner around edges as shown on plans. C. Medium Sandblast Finish: Finish shall be of an even texture throughout the project, exposing no aggregate greater than 118" in diameter. D. Steel Trowel Finish: Provide hard, dense, smooth impervious surtace, free of defects, achieved by working steel trowels into top surface of concrete. END DATE INITIAL DESJGNER OF WORK ExpiraLion Date: BRICK MASONRY PART 1 · GENERAL CONDITIONS 1.1 Description: A. Work Included: Furnish all labor, materials, equipment, appliances and necessary incidentals for the complete installation of all brick paving as shown on the drawings and as specified herein. B. Related Work: Install all sleeves, anchor bolts and miscellaneous inserts as are necessary. 1.2 Quality Assurance: A. Codes and Standards: In addition to the requirements of all governing codes, ordinances and agencies, conform to the requirements of the following codes and standards: 1. Brick Masonry Technical Data Bulletin No. 19 of of the Associated Brick Manufacturers of Southern California. 2. Standard specifications for facing brick ASTM C-216-62. 1.3 Submittals: A. Samples: Furnish three (3) full-size samples of all colored and textured brick pavers for approval by Landscape Architect. B. Provide a 5' x 5' sample of each paving pattern for inspection by Landscape Architect. 1.4 Product Protection, Storage and Handling: A. Protection: Take all precautions necessary to protect the materials of this section before, during, and after installation. B. Replacements: In the event of damage, immediately repair all damaged and defective work to the approval of the Landscape Architect, at no additional cost to the owner. PART 2 -MATERIALS 2.1 All brick units specified under this section shall comply with ASTM C-62, Grade MW, except that the maximum absorption shall be 16% by 24-hour submersion in cold water, or 19% by 5-hour boiling, and the minimum compressive strength shall be 1,500 psi. 2.2 Mortar and grout to match brick. Color to be approved by Landscape Architect. 2.3 Concrete Subslabs: See 'Concrete Walkways and Steps'. PART 3 -EXECUTION 3.1 Inspection of Surtace Conditions: A. Inspect the work of other trades and verify that such work has been properly completed and installed to allow for proper installation of all brick paving. B. All brick paving shall be installed in accordance with the requirements of all governing authorities, the original design, and the referenced standards. 3.2 Installation of Brick Pavers A. Pavers shall be laid plumb, level and true to a line in both vertical and horizontal directions. Maximum deviation from straight line shall not exceed 118 inches in 10 feet. Headers and corner units shall show finished faces where exposed. B. Reinforcement: Install reinforcing as indicated on drawings. 3.3 Cutting of Brick: Use masonry saw for all cuts unless specified otherwise. 3.4 Grout joints shall be maximum 3/8" wide with a concave tooled finish. 3.5 Protection and Clean-Up: All completed work and work of adjoining surtaces shall be protected from mortar and grout stains and smears. END CONSTRUCTION SPECIFICATIONS I SH~ET I Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No.: LH01-P Scale: None Drawn: sPAD LC-6.01 Checked: PAD APPROVED FOR IRRIGATION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD ~ PLANNING DIVISION 1 LANDSCAPE IMPROVEMENT PLANS FOR: TABATA 10 I APPROVED: /-t:_k I q-c\l..oit 4--f-l-t PLANNING REVISION DESCRIPTION OWN BY: PROJECT NO DRAWING NO. DATE INITIAL DATE INITL\l CHKD BY: OTHER APPROVAL CJTY APPROVAL RVWD BY: CT 06-13 472-?L -0) N 00 0 -.:I' ..... 0 ~ 1/) .... C: a, E ::I (.) 0 C C: 0 ·-t, ::I ... .... 1/) C: 0 u n:s :i::: ·-E .c ::I (/) >, :!::: u ..c: '----------------------------------------------------------------------------------------------------------------------------------...;;--~ Plotted by KC-SPAD Aug. 29, 2014 11 :21 AM S:lz_Projects\LH01-2013_ Tabata\sPAD\'P' (Production)\LC-600-LH01.dwg SITE STONEWORK PART 1 · GENERAL CONDITIONS 1.1 Description: A. Work included: 1. Furnish all labor, materials, equipment, appliances and necessary incidentals for the complete installation of all slate work as shown or called for on the contract drawings and specifications. 2. Defective Work: Any piece of slate showing flaws or imperfections upon receipt at the storage yard or building site shall be referred to the Landscape Architect for determination as to responsibility decision as to whether it shall be rejected or redressed for use. 3. Subrnittals a. Furnish three (3) full-sized samples of each type of stone to the Landscape Architect for approval. b. Pallets of stone shall be made available to the Landscape Architect for inspection a minimum 24 hours prior to installation. PART 2 -MATERIALS 2.1 Slate: A. General: All slate shall be standard grade, free of cracks, seams or starts which may impair its structural integrity of function. Inherent variations and characteristics of the quarry from which it is obtained may be acceptable. Color, texture and finish shall be within the range samples approved by the Landscape Architect. 2.2 Adoquin Stone: See Plans. 2.3 Mortar: Mortar for setting and pointing shall be one part Portland Cement and one part plastic lime hydrate to three parts of clean, non-staining sand. It shall be mixed in small batches, using clean, non-alkaline water, until it is thoroughly homogeneous, stiff and plastic. After mixing, the mortar shall set for not less than one hour or more than two hours before being used. Mortar color shall match stone. Mortar color shall be approved by the Landscape Architect. 2.4 Sealants and Backup Material: Where specified, G.E. Silpruf Sealant shall be used for the pointing of joints. The backup material used with the sealant shall be G.E. Glazing tape for joints 1/4" or less, foam backer rod for larger joints. 2.5 Anchors, Cramps and Dowels: All anchors, cramps, dowels and other anchoring devices shall be Type 304 stainless steel of the types and sizes shown on approved shop drawings. 2.6 Surface Sealant: See Plans. PART 3 -EXECUTION 3.1 Fabrication: A. Dimensions: Maximum variation in the dimensions of any piece shall be 1/4 of the specified bed and joint width. B. Flatness Tolerance: 1. Variation from true plane, or flat surfaces, shall be determined by use of a 4' long straightedge, applied in any direction of the surface. The maximum variation from true plane shall not exceed 1/4 of the specified joint width. 2. Variations from true plane on other parts of face surface shall not exceed the following: Honed Finishes 1/8" Cleft Finishes 1/8" C. Backs of Pieces: Backs of all pieces shall be sawn or roughly dressed to approximately true planes. Maximum variation in thickness from that specified shall not exceed 3/8" on pieces less than 3" thick or 1/2" on thicker pieces. Sawn backs shall be cleaned of all rust stains and iron particles. 3.2 Shipping and Handling A. Packing and Loading: Finished stone shall be carefully packed and loaded for shipment using all reasonable and customary precautions against damage in transit. No material which may cause staining or discoloration shall be used for blocking or packing. B. Site Storage: Upon receipt at the building site or storage yard, the stone shall be stacked on timber or platforms at least 4" above the ground, and extreme care shall be taken to prevent staining during storage. Polyethylene or other suitable plastic film shall be placed between any wood and finished surfaces and shall be used also as an protective covering. 3.3 Setting: A. All settings shall be done by competent stone cutters, in accordance with approved shop drawings. B. Unless otherwise shown on approved shop drawings, each piece shall be carefully bedded in a full bed of mortar and tapped home with a rawhide mallet to a full and solid bearing. Particular care shall be executed to equalize bed and joint openings and eliminate the need for redressing of exposed surfaces. Exposed surfaces shall be kept free of mortar at all times. C. Except for expansion joints and where otherwise specified, all joints and beds shall be completely filled and raked out to a depth of not less than 3/4 inches. Every precaution shall be taken to prevent direct bearing contact between pieces. 3.4 Backing: A. Unless otherwise specified, the spaces between the back of stone and the backing construction shall be filled using the mortar specified in "MATERIALS II-C". B. This fill shall be thoroughly rodded to eliminate all voids, and care shall be exercised to avoid displacement of the slate. 3.5 Cleaning and Protection: A. After being pointed, the stone work shall be carefully cleaned, starting at the top, removing all dirt, excess mortar, stains and other defacements. B. Stainless steel wire brushes or wool may be used, but the use of other wire brushes or of acid or other solutions which may cause discoloration is expressly prohibited. 3.6 Protection of Finished Work: A. After the stone work is installed, it shall be the responsibility of the General Contractor to see that ii is properly and adequately protected from damage. Boxing or other suitable protection shall be provided wherever required, but no lumber which may stain or deface stone shall be used. All nails used shall be galvanized or non-rusting. B. All stone work in progress shall be protected at all times during construction by use of a suitable strong impervious film or fabric securely held in place. END MORTAR AND GROUT PART 1 -GENERAL CONDITIONS 1.1 Description: A. Work included: 1. Furnish all labor, materials, equipment, appliances and necessary incidentals for the complete installation of all mortar and grout as shown on the drawings and as specified herein. 2. Codes and Standards: In addition to the requirements of all governing code, ordinances and agencies, conform to the requirements of the following codes and standards: a. Masonry Codes and Specifications, 1974 edition. b. American Society for Testing Materials (ASTM) for masonry and grout. c. Uniform Building Code, 1979 edition. 3. Samples: Submit a complete color range for mortar color selection. 4. Protection: a. Take all precautions necessary to protect the materials of this section and adjoining work before, during and after installation. 5. Replacements: In the event of damage, immediately repair all damaged and defective work to the approval of the Landscape Architect, at no additional cost to the Owner. 6. All manufactured products shall be delivered to the job site in original unopened containers. PART 2 -MATERIALS 2.1 Sand: Conforming to ASTM C-144, except that not less than 3% shall pass through the No. 100 sieve. Grout sand and pea gravel shall be well-graded with not more than 5% passing through the No. 8 sieve and with 95% to 100% passing the 3/8 inch sieve. Conform to ASTM C-404. 2.2 Portland Cement: ASTM C-150 Type II, low alkali. Maximum total alkali shall not exceed 0.6% as per Federal Specification SSC 192B. Only one brand and one color of cement shall be used. 2.3 Lime: ASTM C-207, Type S. Plotted by: KC-SPAD Aug. 29, 2014 11:21 AM S:\z Projects\LH01-2013 Tabata\sPAD\'P' (Production)\LC-600-LH01.dwg 2.4 Mortar Colors: Pure, alkali resistant, non-metallic mineral colors, such as "Clinton Mineral Mortar Color", "Pecora Mortar Stain" or approved equal. All colors shall be approved by Landscape Architect prior to use. 2.5 Admixtures: A. Red Label Sucomen -Grout Aide Type II. B. Mortaron by Pen Dixie Chemical Company. C. Omicron by Master Builders. 2.6 Water: Clean and potable. 2.7 Calcium chloride shall not be permitted. PART 3 -EXECUTION 3.1 Surface Conditions: A. Inspect the work of other trades and verify that such work has been properly completed and installed to allow for proper installation of all mortar and grout. B. All mortar and grout shall be installed in accordance with the requirements of all governing authorities, the original design and the referenced standards. 3.2 Mixes: A. Mortar for Use in Brick Masonry Construction: UBC Type Sin following proportions by loose, dry volumes: Portland Cement Lime Mortar Sand Mortar Colors Admixture 1 part 1/4 part 3 parts As required Per manufacturer's recommendations, not to exceed 1/10 volume of cement. B. Fine Grout: For spaces less than 2 inches wide and block cells less than 3 inches, in the following proportions by loose, dry volumes: Portland Cement Grout Sand Admixture 1 part 3 parts Per manufacturer's recommendations. C. Pea Gravel Grout: For spaces 2 inches wide or more, and block cells 3 inches x 3 inches and larger, in the following proportions by loose, dry volumes. Portland Cement Grout Sand Pea Gravel Admixture Water 3.3 Mixing Mortar and Grout: 1 part 3 parts 2 parts Per manufacturer's recommendations. Nol to exceed 7-1/2 gallons per sack of cement. A. Proportions: Accurate volume measurement, in mechanical mixer one (1) full sack capacity. Use measuring boxes for ingredients. B. Mix short water, cement and sand for two (2) minutes, add lime or admixture and additional water, and mix for ten (10) minutes. Add water for the proper workability. C. Consistency: 1. Mortar: Slump 2-3/4 inches, using 2" x 2" x 6" high truncated cone. 2. Grout: To permit pouring with segregation. 3 .4 Mortar Application: A. Joints shall be maximum 3/8 inches thick, straight, uniform in tooling and clean, with the following types of tooling: 1. Exposed masonry -concave joints. 2. See plans for special jointing types. B. Jointing: All jointing shall be performed to achieve a clean, dense joint, well-bonded to all edges of masonry. C. Mortar shall be generously applied to masonry units on all laces and surfaces to solidly fill all voids within the joints. 3.5 Grouting Application: A. Reinforcing steel shall be in place and inspected before grouting starts. B. Align vertical cells to maintain a continuous unobstructed cell area not less than 2" x 3". C. Solidly fill cells containing reinforcement. D. Pour grout in 4-foot lifts stopping pour 2 inches below the top of the course. E. Solid grout cells containing bolts, anchors and other items inserted in the wall. 3.6 Tests: A. Mortar Tests: 2" x 4" cylinders, one pair made on each of three consecutive days. Compression: 7 days 750 psi 28 days 2500 psi B. Grout Tests: Prisms, approximately 3" x 3" x 6" made in brick molds, molds broken away after specimen has set. Tested in vertical position. Compression: 7 days 28 days 1000 psi 2000 psi CAULKING AND SEALING PART 1 · GENERAL CONDITIONS 1.1 Description: A. Work Included: END 1. Furnish all labor, materials, equipment, appliances, and necessary incidentals for the complete installation of all caulking and sealing as shown on the drawings and as specified herein. 2. Samples: Submit one sample tube of each type of caulking to be used on this project to the Landscape Architect for approval. 3. Guarantee: Furnish a two (2) year written guarantee against all defects in materials and workmanship from the date of substantial completion as determined by the Landscape Architect. Guarantee of this section shall include replacement and/or repair as required by the Landscape Architect of all items damaged as a result of roof leaks. PART 2 · MATERIALS 2.1 Caulking: A non-staining water re pell ant composition containing no asphalt and meeting requirements of Federal Specification TTC-598, Grade I. 2.2 Joint Sealant: A. Dow Corning 780. B. General Electric Silicone Sealant. C. Thiokol LP: Tremco Mfg. Co. 2.3 Primer: As recommended by sealant manufacturer. 2.4 Joint Back-Up: Butyl or thafome rope of slightly larger diameter than width of joint. 2.5 Caulking color to match paving material. Colors to be approved by Landscape Architect. PART 3 · EXECUTION 3.1 Inspection of Surface Conditions: A. Inspect the work of other trades and verify that such work has been completed and installed to allow for proper installation of all materials and methods required for this section. B. All caulking and sealing shall be installed in accordance with the requirements of all governing authorities, lhe original design and the referenced standards. 3.2 Application: A. Joints and Surfaces to Receive Normal Caulking: Dry, clean and free from dust. Apply with gun-type applicator. B. Joints and Spaces to Receive Sealant: Clean and free from dust. Dry treat all joints with proper primer. Install back-up if joint over 1/2 inch deep. Fill joints with slight concave surface. C. Upon completion, caulking and sealing to have smooth, even finish. All sealed joints watertight and weathertight. D. Caulk all areas where two dissimilar materials meet and areas where water penetration may enter control joints in walls. 3.3 Clean-up: Remove stains of caulking or sealing operations from areas adjacent to treated joints, glass and aluminum. All joints shall be neat and straight, masking tape shall be removed prior to acceptance. END DATE INITIAL DESIGNER OF WORK ExpiratJon Dale: DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CONSTRUCTION SPECIFICATIONS ~ Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No.: LH01-P Scale: None Drawn: sPAD LC-6.02 Checked: PAD APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD ~ PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: TABATA 10 I APPROVED: ft:.i\ 4-~\~__.c,tl: '1-4-· 1+ I PLANNING DATE INITIAL CITY APPROVAL DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY CT 06-13 472-?L RVWD BY: -m N 00 0 -.:I' ..- 0 N -~ C a, E ::I (.J 0 C C 0 ---0 ::I ... -u, C 0 u . . -cu ~ ·-E .c ::I en Z' ·-u .c: ~ REINFORCING PART 1 · GENERAL CONDITIONS 1.1 Description: A. Work Included: 1. Furnish all labor, materials, equipment, appliances and necessary incidentals for the complete installation of all reinforcing as shown on the drawings and as specified. 2. Codes and Standards: In addition to the requirements of all governing codes, ordinances and agencies, conform to the requirements of the following codes and standards: a. Concrete Reinforcing Steel Institute (CRSI): 'Reinforced Concrete - A Manual of Standard Practice', latest edition. b. American Concrete Institute (ACI) 'Manual of Standard Practice for Detailing Reinforced Concrete Structures', ACI 315, latest edition. c. Uniform Building Code -1997 edition. 3. Coordinate reinforcing placement with all inserted or penetrating items through concrete. 4. Storage: Do not allow reinforcing materials to have direct contact with the ground. Cover adequately to prevent rusting or any other contact with materials injurious to proper bonding. PART 2 -MATERIALS 2.1 Reinforcing Bars: New, deformed, billet steel bars, conforming to ASTM A-615, Grade 40. Deliver bars new and free from rust and mill scale in original bundles with mill tags intact 2.2 Welded Wire Fabric: New, rectangular welded steel wire fabric, conforming to ASTM A-185. Gauge and center-to-center spacing shall be as noted on the drawings. 2.3 Accessories: Provide galvanized steel or plastic spacers, chairs, ties, and similar items as required for spacing, assembling and supporting reinforcement in place. 2.4 Tie Wire: #16 gauge or heavier, black or galvanized steel tie wire conforming to ASTM A-82. 2.5 Accurately bend, cut and place bars as indicated on the drawings. Bend bars cold. Heating of bars will not be permitted. Do not bend or straighten bars in any manner that will injure the material. 2.6 Submit mill affidavits stating the grades, physical properties and chemical properties of the reinforcing steel, and conformance with ASTM specifications to the Landscape Architect before delivery of the steel to the job site. PART 3 -EXECUTION 3.1 Inspection of Surface Conditions: A. Inspect the work of other trades and verify that such work has been properly completed and installed to allow for proper installation of all reinforcing. B. All reinforcement shall be installed in accordance with the requirements of all governing authorities, the original design and the referenced standards. 3.2 Reinforcing steel shall be placed in accordance with the drawings and approved shop drawings and the applicable requirements of the codes and standards herein specified. Install reinforcement accurately and secure against any movement. 3.3 Clean all reinforcement from loose scale rust with wire brushing. Remove all items which would impair bonding of concrete. 3.4 Reinforcing Supports: Support bars on metal chairs, spacers or metal hangers. Accurately place and securely fasten to steel reinforcement. Supply additional bars as required to securely fasten reinforcement in place. Support legs of accessories in forms without embedding in form surface. Spacing of chairs and accessories shall conform with CRSl's 'Recommended Practice for Placing Bar Supports'. Accurately space ties and stirrups and wire to the reinforcing. No wood will be permitted inside forms. 3.5 Placing and Tying: Securely tie all reinforcing with #16 gauge tie wire at all splices and intersections and as directed. Point ends of wire ties away from forms. 3.6 Laps and Splices: Lap bars a minimum of 24 diameters in concrete and 40 diameters in masonry, but in no case less than 24 inches unless otherwise shown on drawings. Wherever possible, splices of adjacent bars shall be staggered. Welded wire mesh shall minimum side and end laps of 6 inches. 3.7 Welded Wire Mesh: Install wire mesh in as long lengths as practical. Wire all laps and splices. Lift wire into proper position while pouring concrete. 3.8 Dowels: Secure tie dowels in place before depositing concrete. 3.9 Inspection: Notify the Landscape Architect as least 72 hours prior to concrete pour. Place no concrete until reinforcing steel has been approved by the inspector and/or the testing agency. 3.1 O Defective Work: The following reinforcing steel work will be considered defective and may be ordered by the Landscape Architect to be removed and replaced by the Contractor at no additional cost to the Owner. A. Bars with kinks or bends not shown on the drawings. B. Bars injured due to bending and straightening. C. Bars heated for bending. D. Reinforcement not placed in accordance with the drawings and/or specifications. E. Rusty or oily bars. END SITE CARPENTRY PART 1 • GENERAL CONDITIONS 1.1 Rough Carpentry: A. Work Included: 1. Wood framing 2. Timbers for posts and beams 3. Rooftop equipment screens 4. Wood grounds, nailers and blocking 5. Wood furring B. Related Work Coordination: Fit carpentry work to other work, scribe and cope as required for accurate fit Correlate location of furring, nailers, blocking, grounds and similar supports to allow attachment of other work. 1.2 Product Protection, Storage and Handling: Keep materials under cover and dry. Protect against exposure to weather and contact with damp or wet surfaces. Stack lumber as well as plywood and other panels, provide for air circulation within and around stacks and under temporary coverings including polyethylene and similar materials. PART 2 -MATERIALS 2.1 Lumber, General: Lumber Standards: Manufacture lumber to comply with PS 20 'American Softwood Lumber Standard' and with applicable grading rules of inspection agencies certified by American Lumber Standards Committee's (ALSC) Board of Review. 2.2 Inspection Agencies: Inspection agencies and the abbreviations used to reference with lumber grades and species include the following: RIS NLGA SPIB WCLIB WWPA -Redwood Inspection Service -National Lumber Grades Authority (Canadian) -Southern Pine Inspection Bureau -West Coast Lumber Inspection Bureau -Western Wood Products Association 2.3 Grade Stamps: Factory-mark each piece of lumber with grade stamp of inspection agency evidencing compliance with grading rule requirements identifying grading agency, grade, species, moisture content at time of surfacing, and mill. A. For exposed lumber, apply grade stamps to ends or back of each piece, or omit grade stamps entirely and issue certificate of grade compliance from inspection agency in lieu of grade stamp. 2.4 Nominal Sizes are indicated, except as shown by detail dimensions. Provide actual sizes as required by PS 20, for moisture content specified on each use. A. Provide dressed lumber, S4S, unless otherwise indicated. B. Provide seasoned lumber with 19 percent maximum moisture content at time of dressing and shipment for sizes 2" or less in nominal thickness, unless otherwise indicated. 2.5 Lumber Grades: Refer to structural drawings for grades of lumber. 2.6 Lumber and plywood grading per Section 2505 of Tille 24 CCR. 2.7 Timber Connectors: Provide inspections per Title 24 Section 251 B(b). 2.8 Miscellaneous Lumber: Provide wood for support or attachment of other work, including rooftop equipment curbs and support bases, cant strips, bucks, nailers, blocking, furring, grounds, stripping and similar members. Provide lumber of sizes indicated, worked into shapes shown, and as follows: A. Moisture content: 19 percent maximum for lumber items not specified to receive wood preservative treatment. 2.9 Plywood Blocking Panels: For mounting electrical or telephone equipment, provide fire-retardent treated plywood panels with grade designation APA C-D PLUGGED INT with exterior glue, in thickness indicated, or, if not otherwise indicated, not less than 15/32". Plotted by: KC-SPAD Aug. 29, 2014 11:21 AM S:\z_ProJects\LH01-2013_ Tabata\sPAD\'P' (Product1on)\LC-600-LHD1 .dwg 2.10 Miscellaneous Materials: Fasteners and Anchorages: Provide size, type, material and finish as indicated and as recommended by applicable standards, complying with applicable Federal Specifications for nails, staples, screws, bolts, nuts, washers and anchoring devices. Provide metal hangers and framing anchors of the size and type recommended by the manufacturer for each use including recommended nails. A. Where rough carpentry work is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners and anchorages with a hot-dip zinc coating (ASTM A 153). 2.11 Wood Treatment by Pressure Process: Preservative Treatment: Where lumber or plywood is indicated as "Trt-Wd" or "Treated", or is specified herein to be treated, comply with applicable requirements of AWPA with applicable requirements of AWPA Standards C2 (Lumber) Standards C2 (Lumber) and C9 (Plywood) and of AWPB Standards listed below. Mark each treated item with the AWPB Quality Mark Requirements. A. Pressure-treat above-ground items with water borne preservatives to comply with AWPA LP-2. After treatment, kiln-dry lumber and plywood to a maximum moisture content, respectively, of 19 percent and 15 percent. Treat indicated items and the following: 1. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers and waterproofing. 2. Wood sills, sleepers, blocking, furring, stripping and similar concealed members in contact with masonry or concrete. 3. Wood framing members less than 18" above grade. B. Pressure-treat the following with water-borne preservatives for ground contact use complying with AWPB LP-22. 1. Wood members in contact with ground. 2. Wood members in contact with fresh water. C. Complete fabrication of treated items prior to treatment, where possible. If cut after treatment, coat cut surfaces with heavy brush coat of same chemical used for treatment and to comply with AWPA M4. Inspect each piece of lumber or plywood after drying and discard damaged or defective pieces. 2.12 Fire-Retardant Treatment: Where fire-retardant treated wood ("FRTW") is required (by agency or owner), pressure impregnated lumber and plywood with fire-retardant chemicals to comply with AWPA C20 and C27, respectively, for treatment type indicated below, identify "FRTW" lumber with appropriate classification marking of Underwriters Laboratories, Inc., US. Testing, Timber Products Inspection or other testing and inspecting agency acceptable to authorities having jurisdiction. A. Exterior Type: Use where "FRTW" wood is indicated for exposed applications. B. Inspect each piece of treated lumber or plywood after drying and discard damaged or defective pieces. PART 3 -EXECUTION 3.1 General: A. Discard units of material with defects which might impair quality of work, and units which are too small to use in fabricating work with minimum joints or optimum joint arrangement B. Set carpentry work to required levels and lines, with members plumb and true to line and cut and fitted. C. Securely attach carpentry work to substrate by anchoring and fastening as shown and as required by recognized standards. 1. Countersink nail heads or screws on exposed carpentry work and fill hole. D. Use common wire nails, except as otherwise indicated. Use finishing nails for finish work. Select fasteners of size that will not penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting of wood -pre-drill as required. Use galvanized nails for all exterior carpentry. 3.2 Wood Grounds, Nailers, Blocking and Sleepers: A. Provide wherever shown and where required for screeding or attachment of other work. Form to shapes as shown and cut as required for true line and level of work to be attached. Coordinate location with other work involved. B. Provide permanent grounds of dressed, preservative treated, key-beveled lumber not less than 1\" wide and of thickness required to bring face of ground to exact thickness of finish material involved. Remove temporary grounds when no longer required. 3.3 Wood Furring: A. Suspended Furring: Provide size and spacing shown, including hangers and attachment devices. Level to a tolerance of 1/8" in 10', except 1/4" in 10' for thich-coat plaster work. 3.4 Wood Framing, General: A. Provide framing members of sizes and on spacings shown, and frame openings as shown or, if not shown, comply with recommendations of Title 24. Do not splice structural members between supports. B. Anchor and nail as shown, and to comply with Title 24. 3.5 Timber Framing: A. Provide wood beams and girders of the size and spacing shown. Install with crown edge up. Provide continuous members unless otherwise shown. B. Provide wood posts of the sizes shown. Provide metal anchoring and attachment devices as shown. END FINISH CARPENTRY PART 1 • GENERAL CONDITIONS 1.1 Description of work: Finish carpentry includes carpentry work which is exposed to view, is non-structural, and which is not specified as part of other sections. A. Work Included: 1. Exterior joists and beams. 2. Exterior decking and trim. 3. Wood screening and panels. 1.2 Quality Assurance: A. Factory-mark each piece of lumber and plywood with type, grade, mill and grading agency identification except omit marking from surfaces to receive transparent finish, and submit mill certificate that material has been inspected and graded in accordance with requirements if it cannot be marked on a concealed surface. B. Softwood Lumber Standards: Comply with PS 20 "American Softwood Lumber Standard" and with applicable grading rules of the respective grading and inspecting agency for the species and product indicated. 1.3 Submittals: A. Samples: Submit the following samples for each species and cut or pattern of finish carpentry. 1. Exterior beams and joists: 2'-0" long x full board width, unfinished. 2. Exterior decking: 2'-0" x full board width, unfinished. 3. 5 x 5 decking sample: Sandblasted. As indicated on drawings. 1.4 Product Protection, Storage and Handling: Protect finish carpentry materials during transit, delivery, storage and handling to prevent damage, soiling and deterioration. PART 2-MATERIALS 2.1 General: A. Nominal sizes are indicated, except as shown be detailed dimensions. Provide lumber manufactured to the actual sizes as required by PS 20 or to actual sizes and patterns as shown, unless otherwise indicated. B. Moisture content of Softwood Lumber: Provide seasoned (KD) lumber having a moisture content from time of manufacture until time of installation not greater than values required by the applicable grading rules of the respective grading and inspecting agency for the species and product indicated. 2.2 Exterior Finish Carpentry: A. Beams and Joists: Provide lumber complying with the following requirements including those of the grading agency listed with species. 1. Species: Douglas Fir, Western Wood Products Association (WWPA). B. Texture: Saw-textured all four sides and/or re-sawn as indicated on drawings. 2.3 Miscellaneous Materials: A. Fasteners and Anchorages: Provide nails, screws and other anchoring devices of the type, size, material, and finish required for application indicated to provide secure attachment, concealed where possible, and complying with applicable specifications and all agency codes. 2.4 Wood Treatment: A. Preservative Treatment (Trt-Wd): Following basic fabrication, provide 3-minute dip treat- ment of finish carpentry items indicated to receive preservative treatment in 5 % solution of pentachlorophenol, with vehicle which will not interfere with finish application and will produce minimum effect upon appearance. Apply brush coat on surface cut after treatment. PART 3 -EXECUTION 3.1 Preparation: Condition wood materials to average prevailing humidity conditions in installation areas prior to installing. 3.2 Installation: A. Discard units of material which are unsound, warped, bowed, twisted, improperly treated, not adequately seasoned or too small to fabricate work with minimum of joints or optimum Jointing arrangements, or which are of defective manufacturer with respect to surfaces, sizes or patterns. B. Install the work plumb, level, true, and straight with no distortions. Shim as required using concealed shims. Install to a tolerance of 1/8" in 8'-0" for plumb and level decking. C. Scribe and cut work to fit adjoining work, and refinish cut surfaces or repair damaged finish at cuts. 1. Apply flat grain lumber with bark side exposed to weather. D. Anchor finish carpentry work to anchorage devices or blocking built-in or directly attached to substrates. Secure to grounds, stripping and blocking with countersunk, concealed fasteners and blind nailing as required for a complete installation. Except where pre-finished matching fasteners heads are required, use fine galvanized finishing nails for exposed nailings, countersunk and filled flush with finished surface, and matching final finish where transparent is indicated. 3.3 Adjustment, Cleaning, Finishing and Protection: A. Repair damaged and defective finish carpentry work wherever possible to eliminate defects functionally and visually. Where not possible to repair properly, replace woodwork. Adjust joinery for uniform appearance. B. Clean finish carpentry work on exposed and semi-exposed surfaces. Touch-up shop-applied finishes to restore damaged or soiled areas. C. Protection: Installer of finish carpentry work shall advise contractor and/or owner of final protection and maintained conditions necessary to ensure that work will be without damage or deterioration at time of acceptance. END C. Lumber for Transparent Finish (Stained or Clear): Use pieces made of solid lumber stock. D. For exterior finish carpentry work, use lumber for "wet use" and certified so by respective grading and inspecting agency for species and product indicated. CONSTRUCTION SPECIFICATIONS ~ Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No.: LH01-P Scale: None Drawn: sPAD LC-6.03 Checked: PAD APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD ~ PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: TABATA 10 I APPROVED M~ Lr-~l-otr ~-+-1-f I PLANNING DATE INITIAL REVISION DESCRIPTION Expiration Date: DESIGNER OF WORK OWNBY PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY CT 06-13 472-?L -a, N 00 0 -.:t' .,..... 0 N -en -C: (b E ::::s u 0 C C: 0 t, ::::s .... -en C: 0 u -m ~ ·-E ..c ::::s en >, -·-u ..c: --.:t' GENERAL NOTES RECYCLED WATER NOTES 1. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. DRINKING WATER FOUNTAINS AND DESIGNATED oumooR EA TING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING. I{ECYCL]~D (PI~IVATE) Sf--/EET TITLE TITLE 5/-/EET IRRIC. LEGEND & NOTES /RR/GA T!ON PLANS Sf--lEET NUMBER 12 1.3-14 15-18 """" ~ 0 N -- """" N -- c.o C'1 < 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO EL/MINA TE OR CONTROL BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. TO THE ASSESORS PARCEL NUMBERS 212-050-32 AND 33 /RR/CA TIO/I/ DETAILS/SPECS 19-22 r--I • • 4. 5. HOSE BIBS ARE STRICTLY PROHIBITED. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. SIGNAGE NOTES EL CAMINO REAL, CAI~LSBAD, w I- <( C'1 6. 7. 8. 9. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL MAINLINE PIPES SHALL HA VE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. HOURS FDR /RR/GA TION WITH RECYCLED WATER ARE FROM 10: 00 P.M. TO 6: 00 A.M. THE HOURS FOR !RR/GA TION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. !RR/GA TION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DES/GNA TED USER SUPERVISOR. /RR/GA TION 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. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WIND BLOWN SPRA y OR BY DIRECT APPL/CATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRJCTL Y PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER- SPRA YING 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'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL IRRIGATION PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED 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 AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES 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 AND REGULA T/ONS. 18. THE REQUIRED CROSS-CONNECTION SHUIDOWN TEST SHALL BE DONE BY THE CARLSBAD 19. MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. 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 DESJGNA TION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT Brian Nestoroff AT OR AFTER HOURS CONTACT CMWD (temp until maint. contractor selected) AT 949-349-8234 760-438-2722 22. ALL PUBLIC AND PR/VA TE 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 ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUIDOOR EATING AREAS ON THE SITE. 24. A PHYSICAL SEPARA TJON SHALL BE PROVIDED BETWEEN ADJACENT AREAS /RR/GA TED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25. ALL /RR/GA TJON 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.CARLSBADCA.GOV/SERVICES/DEPARTMENTS/WATER/DOCUMENTS /RECYCLED WA TERBACKFLOWTESTERLIST.PDF OR WWW.CARLSBADCA.GOV/SERVJCES/DEPARTMENTS/WATER/DOCUMENTS /WATERBACKFLOWTESTERLJST.PDF FOR POTABLE OR CALL (760)438-2722 PURPLE BACKROUND /: BLACK LOGO ,r-1" BLACK LETTERS 19 / . 14---,-'---~,--'-'---,---,'----+I (N.T.S.) W-G RECYOfD WATER 00 HOT DRltt< RECYCLED ATER THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASJL Y VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECYCLED WATER USE A. B. C. D. £. F. G. /RR/GA TE BETWEEN THE HOURS OF 10: 00 P.M. AND 6: 00 A.M. ONLY. WATER/NG 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. /RR/GA TE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPL/CATION RA TE SHALL NOT EXCEED THE INFILTRATION RA TE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFIL TRA TJON RA TE PRESENT. THIS PROCEDURE MAY BE FAG/LITA TED BY THE EFFICIENT SCHEDULING OF THE AU TOMA TIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL /RR/GA TION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). ADJUST SPRAY HEADS TO EL/MINA TE OVERSPRA Y ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MA TERJAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR £DUCA TING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER JS FOR !RR/GA TION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MOD/FICA TIONS TO ANY PR/VA TE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEER/NG OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1. 2. 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 "AV/SO -AGUA 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 A TT ACHED TO EACH VAL VE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VAL VE COVER WITH EXISTING VALVE COVER BOLT. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. EACH AU TOMA TIC CONTROLLER AND ITS ASSOC/A TED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WAIEB USED FOR /RR/GA TION" 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. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS AND SPECIF/CA T/ONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A 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 CONCEPT PLAN, WATER CONSERVA TJON PLAN, FIRE PROTECTION PLAN , AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY: Scott M. Lindner d :f:z,;... ,tJ .Ouo-Vb DA TE: August 6th, 2014 ' -------- PREPARER FIRM NAME & ADDRESS: Aqua Commercial Irrigation (acl} 810 Los Vallecitos Blvd., Suite 204 7/lO San Marcos, CA 92069 4L--t5o /I tr!./ D c/1 l PHONE NO: (----122._) 750-1_90_0 ______ _ REG/STRA TION NO: RLA 281_8 __ In Order to Conserve Water ... RECYCLED WATER IN USE DO NOT~NO TOME DRINK\WEL AGUA EXP/RA TJON DA TE: __ 5-_31_-16 ______ _ AT LEAST W/0 DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA --------.J.....J.J._J ...._.,1. ,1...1..' ..l._L.L ''J ..1. ~.L ..l..i..J < C:Gil;--~EJ D EL CAMINO REAL 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 REGULA T/ONS. I HA VE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDCSCAPE MANUALAND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS, I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT U~E -WATER. BY: ,1 ,z, , , -r----CITY OF OCEANSIDE Scott M. Lindner J l le'-Wi2 " \f.M4 n-ri'E.-. :::.,, ..-<,,W/1.o, HIGHWAY 7s PHONE NO ( ~) _75_0-_19_oo ______ _ REGISTRA TTON NO: RLA 2818 EXP/RA TTON DA TE: __ 5_-3_1-_16 _____ _ INSPECTION PROCEDURES 1. 2. 3. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A. B. C. D. REQUIRED SEPARA TJON BETWEEN POTABLE AND RECYCLED WATER LINES. (HORIZONTALLY AND VERTICALLY) PIPE /DENT/FICA TION. SLEEVE AT CROSSINGS. 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 FORWARDED TO THE COUNTY HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. B. C. D. S/GNAGE INSTALLED PER PLAN. CONTROLLER STICKERS. TAGGING OF VALVES. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THE /RR/GA TION 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. /. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER. ANNUAL INSPECTION SHALL INCLUDE: . PACIFIC ·.·,; \i OCEAN EL CAMINO REAL INSPECTION PROCEDURES 0 0 0 zO 2N i(/) a... w 0::: a... z <( ___J a... _J scale 1" = 1000' INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIF/CATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCH/TACT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMlmNG THE "FINAL LANDSCAPE CERT/FICA TION FORM". A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE: "FINAL LANDSCAPE CERT/FICA TION FORM" FAX TO: 760-944-8943 ·:-: .. · .. _·. ·. L~ CITY OF ENCINITAS LANDSCAPE INSPECTION REQUEST PHONE LINE: 760-602-4602 ~--7/24/2014 APPROVED FOR IF\F\IGATION AND PLANTl~IG ONLY, INCLUDl~IG PRECISE LOCATIO~I OF PLANTING AREA COUNTY OF SAN DIEGO DEPARTMEflT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION GLENN LEEKS ENVIRONMENTAL HEALTH SPECIALIST "AS BU I LT" TITLE REVIEWED BY INSPECTOR DATE DATE DATE A. A COMPLETE INSPECTION THAT WILL COVER A-I OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER & Ll-0. 00 VICINITY MAP IRRIGATION CARLSBAD MUNICIPAL WATER DISTRICT COVERSHEETt-----.--------.-------1 DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. ,-----,,----.-----------------,,-------.---.----..----1 SHEET CITY OF CAI-?.LSBAD 12 31 PLANNING DIVISION t------+--t------------------1t------t-----t---+----1 PRIVATE ( ONSI TE) F!ECYCLED i--------ii------i--------------------ii-------+--+---+----t WATER SYSTEM FOR: TABATA 10 SHEETS WASH HANDS AfTER CCiilTACl\HG LA \E5E SUS MANOS llESPUES DE USAR CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAfAE: ____________ _ El Camino Real ;.~~~,!~~~~ 1" BLACK LETTERS 2" BLACK LETTERS 10" X 14" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS ADDRESS: 1------ll----+-----------------ll------+--+---+-------IAPPROVED ~~~ ., ~(,j µ ~ .- 0') N co 0 -.::i' 'I"" 0 N --Ill -C: Ql E ::I u 0 Cl C: 0 ·--u ::I "--Ill C: 0 u • • - E .c ::I UJ > -12" X 36" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 5.Jl.16 ,~ ,._/ DATE J--D_A_T_E_P_L_A_N_P-RE_P_A_R_E_D_: ====================---+---:::-DA.,.,T""E-+"'1N""1T1:-:-AL,-+----------------+-D-A-TE-l-l~-tt-rtA-L-+-D-A'-fE---+-IN-IT-tA-L--l□RWN BY, PROJECT NO. DRAWING NO. U TYPICAL SIGNS CfE;:~;fo"'"° ~~~~ali5n31 _16 CHIEF ENGINEER RC.Et'7b~P-'7,.-:r BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCK □ BY, CT 06-13 472-?L £ ·- ~~"!!'!'!"~!!'l"!!!!~~~~~~~!!!!!!"!!!!"'!!'!'!!!!!'!~■llll!"'!!"!!"!~---------------------------------------------------------------------------~~~~~~-.::i' C: DRAWING FILES TlllE SHEETS ECYCLED WATER TlllE SHEET.DWG 3/17 /09 SHEET _____JJF -5HEETS IRRIGATION SCHEDULE SYMBOL MANUFACTURER MODEL NUMBER DESCRIPTION HUNTER MP1000 90"-210° & 360° NOZ. MP ROTATOR NOZZLES TURF HOA PROS-06-PRS30-CV-R 6" POP-UP PRS REG SPRINK BODY HUNTER MP2000 90'-210" & 360" NOZ. MP ROTATOR NOZZLES PROS-06-PRS40-CV-R 6" POP-UP PRS REG SPRINK BODY C CC " " 0 HUNTER MP1000 90"-210° & 360° NOZ. MP ROTATOR NOZZLES PROS-12-PRS30-CV-R 12" POP-UP PRS REG SPRINK BODY d d d " " 0 HUNTER MP2000 90"-210" & 360" NOZ. MP ROTATOR NOZZLES PROS-12-PRS40-CV-R 12" POP-UP PRS REG SPRINK BODY e e e " " 0 HUNTER MP3000 90" -21 O" & 360" NOZ. MP ROTATOR NOZZLES PROS-12-PRS40-CV-R 12" POP-UP PRS REG SPRINK BODY SHRUB HOA f f f " " 0 HUNTER MP1000 90°-210° & 360° NOZ. MP ROTATOR NOZZLES PROS-OO-PRS30-CV-R SHRUB ADAPT. PRS REG SP RINK BODY a .. gog HUNTER MP2000 90"-210" & 360" NOZ. PROS-OO-PRS40-CV-R MP ROTATOR NOZZLES SHRUB ADAPT. PRS REG SPRINK BODY h h h " " 0 HUNTER MP3000 90"-210" & 360" NOZ. MP ROTATOR NOZZLES PROS-OO-PRS40-CV-R SHRUB ADAPT. PRS REG SPRINK BODY I I I " " 0 HUNTER MP1000 90'-210" & 360" NOZ. MP ROTATOR NOZZLES PROS-12-PRS30-CV 12" POP-UP PRS REG SPRINK BODY JJcl HUNTER MP2000 90"-210" & 360" NOZ. MP ROTATOR NOZZLES PROS-12-PRS40-CV 12" POP-UP PRS REG SPRINK BODY DETAIL NUMBER OPERATING PRESSURE 8 ON SHT. 40 Ll-5.01 8 ON SHT. 40 Ll-5.01 9 ON SHT. 40 Ll-5.01 9 ON SHT. 40 Ll-5.01 9 ON SHT. 40 Ll-5.01 10 ON SHT. 40 Ll-5.01 10 ON SHT. 40 Ll-5.01 10 ON SHT. 40 Ll-5.01 9 ON SHT. 40 Ll-5.01 9 ON SHT. 40 Ll-5.01 FLOW IN GPM QTR, HLF, FULL 0.19, 0.37 0.42, 0.74 0.19, 0.37 0.42, 0.74 0.86, 1.93 0.19, 0.37 0.42, 0.74 0.86, 1.93 0.19, 0.37 0.42, 0.74 RADIUS 8' -15' per spacing 13'-21' per spacing 8' -15' per spacing 13'-21' per spacing 22-30' per spacing 8' -15' per spacing 13'-21' per spacing 22-30' per spacing 8' -15' per spacing 13'-21' per spacing NOTES 1. ALL BASE INFORMATION HAS BEEN TAKEN FROM DRAWINGS PROVIDED BY STUDIO PAD ARCHITECTS. 2. SYSTEM HAS BEEN DESIGNED BASED ON A MINIMUM STATIC WATER PRESSURE OF 176 PSI. 3. CONTRACTOR SHALL FIELD VERIFY ON THE UPSTREAM SIDE OF THE BACKFLOW PREVENTER PRIOR TO ORDERING MATERIALS OR STARTING ANY IRRIGATION INSTALLATION AND NOTIFY CONSUL TANT OF ANY DIFFERENCE FROM STATED PRESSURE. IF CONTRACTOR FAILS TO NOTIFY CONSULTANT HE ASSUMES FULL RESPONSIBILITY FOR ANY SYSTEM ALTERATIONS AS DIRECTED BY THE CONSULTANT. 4. INSTALL IRRIGATION SLEEVES UNDER ALL PAVED SURFACES PER THE FOLLOWING SCHEDULE: PIPE SIZE OR WIRE QUANTITY 1-20 CONTROL WIRES 21-40 CONTROL WIRES ALL OTHER SLEEVE SIZE SHALL BE 2x LARGER THAN REQUIRED SLEEVING DEPTHS: DESCRIPTION OF SLEEVE: SLEEVES UNDER ROADS: 6" OR LESS IN DIAMETER: GREATER THAN 6" IN DIAMETER: SLEEVES UNDER PAVING (NON-ROADS) LESS THAN 3" IN DIAMETER 3" -5.5" IN DIAMETER 6" OR GREATER IN DIAMETER REQUIRED SLEEVE(S) 1-2" SOR 35 PVC 2-2" SDR 35 PVC EXTEND SLEEVING 12" BEYOND EDGE OF ADJCENT PAVING DEPTH: 36" COVER 48" COVER 18"COVER 24" COVER 36" COVER MATERIAL: SCH 80 PVC SCH 80 PVC SCH40 PVC SCH 40 PVC SCH 40 PVC PRESSURE LOSS CALCULATION PRESSURE CALCULATION FOR VALVE #A-17 AMT DESCRIPTION FLOW IN PSI GPM LOSS 1 1.5" IRRIGATION WATER METER 46 4.50 25' FEET OF 2-1/2" MAINLINE (.69/100') 46 0.17 485' FEET OF 2" MAINLINE (1.83/100') 46 8.88 1 2" BACKFLOW PREVENTER 46 12.00 1 FLOW SENSOR 46 1.70 1 FITTINGS LOSS (20% OF MAIN LOSS) 46 1.81 12' FEET ELEVATION LOSS OR GAIN 5.19 1 MASTER VALVE 46 1.50 1 REMOTE CONTROL VALVE 45 1.20 LATERAL LINES 7 5.00 TOTAL LOSSES 42.95 EXISTING MINIMUM STATIC WATER PRESSURE 178 PRESSURE REQUIRED AT HEAD/EMIT ER 40 RESIDUAL WATER PRESSURE 95.05 MASTER VALVE REGULATOR SETTING 85 PSI I LATERAL PIPE SIZJNG IS INDICATED BY THE FOLLOWING SYMBOLS: 3/4" 1" 1-1 /4" 11 111 1-1/2" -)( 2" -v 2-112" -IV • • w I-<( 0 z 0 - c.o er, I er, C) N k k k " " 0 HUNTER MP3000 90"-210° & 360" NOZ. MP ROTATOR NOZZLES 9 ON SHT. PROS-12-PRS40-CV 12" POP-UP PRS REG SPRINK BODY Ll-5.01 40 0.86, 1.93 22-30' per spacing FOR EXISTING STREET SLEEVING REFER TO CIVIL IMPROVEMENT PLANS FOR SIZES AND IRRIGATION PLAN SHEETS. CERTIFICATE OF OCCUPANCY REQUIREMENTS: I-~ Cf) SHRUB HOME OWNER I I I " " 0 HUNTER MP1000 90"-210° & 360° NOZ. MP ROTATOR NOZZLES PROS-OO-PRS30-CV SHRUB ADAPT. PRS REG SPRINK BODY m mm " " 0 HUNTER MP2000 90'-210" & 360° NOZ. MP ROTA TOR NOZZLES PROS-OO-PRS40-CV SHRUB ADAPT. PRS REG SPRINK BODY n n n " " 0 HUNTER MP3000 90' -21 O" & 360' NOZ. MP ROTATOR NOZZLES PROS-OO-PRS40-CV SHRUB ADAPT. PRS REG SPRINK BODY ® RAINBIRD RZWS-10-25-CV-R ROOT ZONE WATERING SYSTEM TWO PER TREE 10 ON SHT. 40 0.19, 0.37 Ll-5.01 10 ON SHT. 40 0.42, 0.74 Ll-5.01 10 ON SHT. 40 0.86, 1.93 Ll-5.01 14 30 0.25 Ll-5.02 0.5 PER TREE 8' -15' per spacing 13'-21' per spacing 22-30' per spacing O' 5. CONTRACTOR TO FIELD VERIFY SIZE, LOCATION AND QUANTITY OF EXISTING STREET SLEEVES INSTALLED UNDER STREET IMPROVEMENT PACKAGE PRIOR TO INSTALLATION OF IRRIGATION SYSTEM, AND NOTIFY CONSULTANT OF ANY DIFFERENCES. 6. INSTALL HUNTER PLD TUBING AS SHOWN ON PLANS AND AS DESCRIBED BY CONSTRUCTION DETAILS. 7. SECURE DRIP TUBING AT A CONSISTENT ROW SPACING WITH NETAFIM IITLS6 SOIL STAPLES OR 6" JUTTE MATTE STAPLES NO GREATER THAN 36" ALONG LENGTH OF TUBING. USE TWO STAPLES IN AN 'X' PATTERN OVER ANY CHANGES IN DIRECTION OF TUBING. 8. DRIP TUBING TO BE LAID DOWN SO THAT EMITTER OUTLETS ARE STAGGERED ON A TRIANGULAR SPACING PATTERN. PRIOR TO ISSUANCE OF A CERTICATE OF OCCUPANCE AND RELEASE OF SECURITIES THE LANDSCAPE ARCHITECT SHALL PREPARE AND PROVIDE THE FOLLOWING TO THE CITY OF CARLSBAD: 1. A SECURITY RELEASE LETTER CERTIFYING THAT THE LANDSCAPE ARCHITECT HAS INSPECTED THE WORK. 2. AN IRRIGATION WATERING SCHEDULE WORK. 3. A LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE. THE ABOVE SHALL BE PROVIDED AS DESCRIBED IN THE CITY OF CARLSBAD'S WATER ORDINANCE. <( a_ w 0::: a_ .. HUNTER ...... NIBCO HQ5-LRC-AW T-113 1" ACME THREAD RECYCLED QUICK COUPLING VALVE BRONZE GATE VALVE (1"-2.5") 5 ON SHT. Ll-5.01 4 ON SHT. Ll-5.01 9. DRIP TUBING SHALL BE INSTALLED BELOW MULCH LAYER AS DETAILED. SUPPLY AND EXHAUST HEADERS SHALL BE INSTALLED BELOW GRADE AT DEPTHS SHOWN. 9. WHERE LOW HEAD DRAINAGE IS OCCURING AFTER INSTALLATION OF SYSTEM, INSTALL LINE SIZE CHECK VALVES AS NECESSARY, AT INTERVALS OF EIGHT VERTICAL FEET ABOVE AND UPSTREAM OF DRAINING HEAD. NOTE ALL HEAD ASSEMBLIES ARE SHOWN TO BE EQUIPPED WITH INTEGRAL OR RISER MOUNTED CHECK VALVES. z <( _J a_ __J ~ HUNTER ICV-xxxG-FS-AS-ADJ-R EB HUNTER PER DETAIL ~-HUNTER PGV-075-ASVF 'v PER DETAIL PER DETAIL @ SUPERIOR 950-200-PRS-RW ® CALSENSE FM-1B 021 FEBCO 825YA 181 FEBCO 715 19 HUNTER PC-600i wss HUNTER PC-900i wss 0 CALSENSE ET2000e REFER TO PLANS HUNTER MINI-CLIK IN ENCL. SEE DETAIL SEE DETAIL FLO-CONTROL 1520 SERIES HUNTER PLD-06-18-R APPROVED SCH 40 BE ELECTRIC CONTROL VALVE SIZE AS NOTED ON PLAN DRIP VALVE ASSEMBLY 3/4" CONTROL VALVE DRIP FLUSH/EXHAUST MANIFOLD 2" PRESSURE REG. RECLAIMED MASTER VALVE -NORMALLY CLOSED FLOW SENSOR SIZE AS NOTED ON PLAN REDUCED PRESSURE BACKFLOW PREVENTER 1" ATMOSPHERIC VACUUM BREAKER 6 STATION CONTROLLER W/ WIRELESS SOLAR SYNC SENSOR AND MODULE 15 STATION CONTROLLER W/ WIRELESS SOLAR SYNC SENSOR AND MODULE IRRIGATION CONTROLLERS REFER TO PLANS FOR MODEL NO. W/ RAIN SENSOR IN ENCL SEE DETAIL RECYCLED WATER SIGNAGE (SEE PLANS FOR LOCATIONS) SWING CHECK VALVE -LINE SIZE IN LINE EMITTER TUBING -18" o.c. 18" EMITTER SPACING 6 ON SHT. Ll-5.01 7 ON SHT. Ll-5.01 12 ON SHT. Ll-5.02 19 ON SHT. Ll-5.02 2 ON SHT. Ll-5.01 3 ON SHT. Ll-5.01 20 ON SHT. Ll-5.03 11 ON SHT. Ll-5.02 13 ON SHT. Ll-5.02 13 ON SHT. Ll-5.02 15 ON SHT. Ll-5.02 16 ON SHT. Ll-5.02 25 ON SHT. Ll-5.03 17 -19 Ll-5.02 1 ON SHT. 0.6 GPH PER 18" 10. NO DRINKING FOUNTAINS OR DESIGNATED OUTDOOR EATING AREAS ARE PROPOSED AS A PART OF THIS PROJECT. RECLAIMED WATER SIGNAGE APPROVED CITY RECYCLED WATER SIGN TO BE USED ON SITE. PURPLE BACKGROUND WITH WHIT~ LETTERS. MOUNT ON POST, ANCHORED IN 12" DIA. X 30" DEEP CONCRETE FOOTING. DISTANCE FROM TOP OF POST TO FINISH GRADE SHALL EQUAL 42". SIGN SHALL BE LOCATED AT AREAS DESIGNATED BY PLANS AND AT EACH FIELD SATELLITE CONTROLLER. GROUPING. SIGNS SHALL BE MOUNTED IN SUCH AS A WAY AS TO BE CLEARLY VISIBLE TO ANYONE OPERATING THE CONTROLLER. SYMBOL ON DRAWINGS APPEARS AS: ""u= DETAIL APPEARS ON SHEET 20, WITH ADDITIONAL REQUIREMENTS SHOWN ON SHEET 12. PEAK DEMAND CALCULATION AT 8 HOURS TABATA-HOA Carlsbad, CA IRRIGATON WATER USE PROJECTIONS TOTAL SEASONAL REQUIREMENTS AND PEAK FLOW SEASONAL WATER USE June 3, 2014 LANDSCAPE EA WATERING WINDOW Turf 3.0 IDAYS r---8-.0----iHOURS ~----~ Shrubs & Trees 3.0 !DAYS r---8-.0--7 HOURS ~----~ TOTAL SEASON PEAK SEASON PEAK DAILY 1-1/4" SIZE ALL LOTS EXCEPT LOT 5. USE 1-1/2" AT LOT 5 POTABLE WATER HOME OWNER PRESSURE SUPPLY LINE -WHITE Ll-5.01 1-1/4" SIZE ALL LOTS EXCEPT LOT 5. USE 1-112" AT LOT 5 AREA DESCRIPTION TOTAL AREA IRRIGATED (SQ.FT.) D TOTAL AR IRRIGATE (ACRE S) REQ. (AC.FT.) FLOW (GPM) GALLONS APPROVED APPROVED APPROVED EXISTING APPROVED SCH 40 BE RECYCLED WATER SCH 40 BE/CL 315 RECYCLED WATER SCH 40 BE ALL LATERAL PIPING SERVING IN-LINE DRIP, MP ROTATOR, BUBBLER AND POT SYSTEMS TO BE¾" UNLESS OTHERWISE NOTED .. VALVES AND PRESSURE SUPPLY LINE SHOWN IN SIDEWALK OR PAVING FOR CLARITY ONLY. VALVES AND PRESSURE SUPPLY LINE TO BE INSTALLED 18" BACK OF CURB OR SIDEWALK OUTSIDE THE CITY R.O.W. HOA PURPLE PVC LATERAL LINE (SIZE PER PLAN) HOA PRESSURE SUPPLY LINE. USE PURPLE SCH. 40 1-112" OR LESS, USE PURPLE CLASS 315 LINE IF 2" -2-1/2". HOMEOWNER LATERAL PIPING. WHITE PVC LATERAL LINE (SIZE PER PLAN) EXISTING PVC IRRIGATION SLEEVE (SEE NOTE #5) PVC IRRIGATION SLEEVE (SEE NOTE #4) FIELD SATELLITE UNIT & STATION NO. GALLONS PER MINUTE PLANT TYPE ELECTRIC CONTROL VALVE SIZE 1 ON SHT. Ll-5.01 1 ON SHT. Ll-5.01 1 ON SHT. Ll-5.01 SHOWN ON ENGINNERING DOCUMENTS AND THESE IRRIGATION PLANS BACKFLOW INSTALLATION AND TESTING REQUIREMENTS: ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND THE RESULTS GIVEN THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN 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.ea.us/pdfdoc.html OR CALL 760,438.2722. ALL NOTIFICATIONS FOR BACKFLOW INSTALLATION INSPECTIONS AND TESTING SHALL NOTIFY CARLSBAD MUNICIPAL WATER DISTRICT. BACKLFOW INSTALLATION SHALL BE PER THE CMWD STD. DRAWING W-20 AND THE CMWD SPECIFICATIONS. HOA Maintained Areas Only Shrubs and Trees -Slope Turf Shrubs and Trees -Drip TOTAL 92,383 3,492 6,759 102,634 CONTROL SYSTEM PARAMETERS -HOA AREAS: 2.12 0,08 0.16 2.36 CONTRACTOR SHALL RECEIVE TRAINING FROM CALSENSE IN THE CONTROL SYSTEM SETUP AND OPERATION. THE CONTROL SYSTEM SHALL BE SET-UP TO RUN 'BY CAPACITY' AT A COMBINED FLOW RATE (BTWN CONTROLLERS) OF 80 GPM. CONTACT DAVID MEEHAN AT 760.580.1829 INSTALLATION TIMING REQUIREMENTS: WATER SERVICE (POINT-OF-CONNECTION) INSTALLATION, TEMPORARY OR PERMENANT, SHALL BE IN PLACE TO COINCIDE WITH PLANTING TIMING SPECIFIED IN E.3-1. HOA MAINLINE WITHIN R.O.W. CONTRACTOR SHALL SECURE AN ENCROACHMENT PERMIT FROM THE CITY OF CARLSBAD ENGINEERING DEPARTMENT FOR INSTALLATION OF THE IRRIGATION MAINLINE WITHIN THE RIGHT-OF-WAY. 0.3 2 990 0.3 3 1,338 6.0 37 17,698 6.7 42 20,026 NOTES: 1. Refer to Sheet Ll-5.01 / Ll-5.02 for Irrigation Details 2. Refer to Sheet Ll-6.01 for Specifications ~i,DSCJ\pf ':v() Q\.lAHrE&(tC' 1,9(} ~~~7 ¼J --.; .... 9,, ~ !jl~ r; ~ ~ S,gr..,1lurc • --'iJ', N rt,.;,/ t =··~"~ • lfrl,f-lolf • .J'?-a~ "'" _/2 '"' -1;,,<" '/---if. 0FcALl'o DATE INITIAL DESIGNER OF WORK Aqua Commercial Irrigation 810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069 Ph: (760)750-1900 Fax: (760)750-1999 REVISION DESCRIPTION 0;4;~~ ;~ :::R -fan -,i: "' ...:re --i l,.J "' I") ,c:v ~19noture --, 8.21.14 ~~ Dote # "'fr, 5,:5).16 '"' e-, Cf Expires (?-.~ CALll'O ,oc1 7/24/2014 IRRIGATION rig,,1lor1 o,.,~1an. Pl~nnln<J ~ 'N<1t,;r M,Hl<l!)<irt1_,11I SCHEDULE ~ 3 Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No.: LH01-P Scale: 1"=20' Drawn: ACI Ll-0.01 Checked: PAD APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD ~ PLANNING DIVISION 1 LANDSCAPE IMPROVEMENT PLANS FOR: TABATA 10 El Camino Real I APPROVED: tt:.-(!,\ I C:{-El~--a:it "t-'-1--1:f: PLANNING OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CJTY APPROVAL RVWD BY: CT 06-13 . 472-?L -a, N co 0 ~ ..... 0 N -IJ) -C: Cl) E :::, (,J 0 C C: 0 ·--(,J :::, .... t, C: 0 u ctl l2 E ..c :::, (,fJ >, -·-u ..c: '------------------------------------------------------------------------------------------------------------------------------------------------~ Plotted by: Scott Aug. 29, 2014 01:13 PM Z:\CLIE~ITS\Studio-PAD\2509-Tab a ta-Carlsbad\B 1-LHO 1-CDA.dwg Plotted by: Scott Aug. 29, 2014 01:13 PM Z:\CLI ENTS\Slud10-P AD\2509-T abata-Carlsbad\B I-LH01-CDA.dwg WATER EFFICIENT LANDSCAPE CALCULATIONS APPENDIX E: WELO WORKSHEETS Tabata -Homeowner Association (HOA) Maintained Areas: Hydrozone Table for Calculating ETWU Please complete the: hydrnzuue table(s). Use i.\S m<.my tables as nc:ccssary CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) L----~l-Lydrozonc Numl.ier (1-5 11•iLh SU\ Zone L\elow-use as lllilll}' l,1bles tis 11ccessc11·' lo eomulde all hvdrnw11es) l'rm:ess Slel_) No. (IJelow) 2 3 4 5 Evt1polrtmspir,1tiun R.tle (Eto)., I------+--------------~,----, Convl!rsio11 FaduL' {SLcp Ix Step 2.) Pl<111t l-',u:Lur (tJ[.')*-"(Frurn WUCOLS) (VLW_HW)(u ,. u.8) Hydn.rw11eAn.:<1 (HA) lt·rigclliott Erfkieucy (lE)-'-'-' Steµ G 2 3 4 5 G 7 8 9 0.3 o.8 80,1GG 8777 24139.8 702.t.G 0.7 0.7 34485-4 LO0J0.9 0.3 0.5 o.8 3140 6759 3492 942 3379.5 2793.G 0.7 o.8 0.7 13•15-7 +,a!2.,~.4 3990.9 SLA (Tola! All Step 8 + Total SU\ sq.[\. iii Step 5) Includes Sci. Ft. from 2nd sheet lwdrozouc table (Step J x Step 9) Esli111ated Tot<li 'Nater Use in gallmts per year (E'J'WU) -Total shall noL ex<.:eec! MAWA J.-:to"' West ofl-5 = 40.0 lO Hw;/ of l-5 and West of lit Ccwii1to real= 44.0 l:'ast off.:."! Cal/lino l~e(I/= 47-0 2,331,700 '*"'IE 1\,fa•ro-spn1y = .So Sprny = .55 lfotur = .70 Uubb/er = .75 Urip = .80 0 J\pplicwil may provide ,1 clijj'en:111 /Jto if supµor·ted by docw11e11tc1ticm subj,_-ct lo upprov,11 by llac City fJlcu111iny Uivis/011 J\pplicwil mciy provide a clijj'en:nl W if supporled by documentaliou subject lo A[Jpruvul by the City [Jfa11ni11y Uivisio11 ('1'111f(ll1cl Lcu1dsrnp1.: lrriyulion Ur.:sl 1vla11uyemml JJrnctices, April l.005) •·-t l'lunt fuctor w,cl ~V<1tc1· u~·c 0.1 = VL W -Very Low WC1ter Use o.J = LH' -Low \i\lciter Use [!/wils 0.5 = AlW-Modemle Water Use 1-'lclfllS o.8 = HIV-J-liy/1 W,!/cr Use Plants MAXIMUM APPLIED WATER USE (MAWA) calculation: Potable Water HOA (future recyc~·l_c_d~) _____ ~ (44-0)(0.62)(0.7 x t02,634) + (0.3 x o(sla)) ~ MAWA ~ Potable Water Priv. (44.0)(0.fo)(o.7 x 71,182) + (0.3 x o(sla)) = MAWA = Total MAW!\= 3,324,155 gal. APPENDIX E: WELO WORKSHEETS Tabata -Homeowner (Private Yards) Maintained Areas: Hydrozone Table for Calculating ETWU Plc,1sc complete the hydrownc table(s). Use as many tabks ;,1s 11cccssary CITY OF CARLSBAD ES'l'IMATED TOTAL WATER USE (ETWU) c._ __ ~i!-lydrozum: Number (1-5 Willi SL.t\ Zone llekiw-usc <ts Hl<lll)' l<1Uks as HCCeSSilf lCJ c0t11 ilcle all hvdrozmu.!s) Procr.:ss Slcp No. {llcluw) G 7 44 8 9 lO SLA Evapolra11spiraliu11 Hall' ----+---------------~----l (ELu)' Converslon Faclot· (Step L x Step 2) Pl,mt Fac:Lor (Pl,.)*k(Frnm Hydrozoue Arc.1 (HA) lrrig<1Lio11 Effide11<.:y (tE)"'· ('I\Jt,il All Step 8 + Tutal SLJ\ sc•.ft. in Sleu c;;) (Slep J X Slt.'p 9) Esliuuled Tolill Watcr Usl.' in g,1llons per yeill' ( ETVVU) -Tol<1l shall nol exceed MA WA fao-+ 2 } 4 5 G 7 8 9 H1esl uf l-5 = 40.0 0.3 o.8 69,132 1280 20829.6 0.7 0.75 2.9756.6 l:'c1sl of/-5 wid \,\fest ufl.-:1 Cwn/110 rc(I/ =44.0 b'Clsl of/:.'l Ccwiinu Ue(d=-47.0 Applicw1t nwy tJrovide c1 clijj~renl l.:'to if stippurtcd by doc(1111cntution ::;ubjcc.'l lo c11iprnvcd by t!ie City Pla1111in9 Vivisicm H JJ/uut Fm.:tor u11d \.Vatcr LJ:;;e 0.1 = \/UV -Ver-y Low Water Use o.J = LW -l.ow Water Use JJ/unls u.5 = 1Vl\-V -J\,/oclernle \.-Valer Us!! f'lw11s o.t:J = J-lW -High Waler Use JJ/cmls 0.3 730 0 0 0 o.8 31395-7 (see first sheel) -tHff Micru~sprny"' .Oo SJ!rny = .55 Holor == -70 lJt1bbler = .75 Urip = .00 Applic(111l may provide Cl clif]'ere111 II:: if s11ppur1ed by durnmenlal/011 Slibjed lo Apµrovuf by llie Cily /Jlcuminy Vivisio11 (Twfm1d Lwidscupe lrriy(1!io11 lJesl A·lu1taye111e11l Pr(l(:lices, April :wo5) -·----------------... -"·----·--·-----------. ----------------. -·----~ Aqua Commercial Irrigation 810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069 Ph: (760)750-1900 Fax: (760)750-1999 ""'" < ~ I C) N M -""'" N -' t- • • Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www .studio-pad.com Job No. : LH01-P Scale: 1"=20' Drawn: Act Ll-0.02 Checked: PAD APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" DATE REVIEWED BY: INSPECTOR DATE ALL LATERAL PIPING SERVING IN-LINE DRIP, MP ROTATOR, BUBBLER AND POT SYSTEMS TO BE ¾" UNLESS OTHERWISE NOTED .. r--------1c---1---1-----------1---tf----1---1-----t ~ CITY OF CARLSBAD ~1 ~ PLANNING DIVISION ~ ALL IRRIGATION CONTROL VALVES SHALL BE LOCATED IN SHRUB AREAS. SETBACK FROM FRONT EDGE OF EACH VALVE BOX IS TO BE A MINIMUM OF 1'-0" FROM THE EDGE OF PAVING WHERE SPACE ALLOWS. NOTES: 1. Refer to Sheet Ll-5.01 / Ll-5.02 for Irrigation Details 2. Refer to Sheet Ll-6.01 for Specifications ~L=AN=□==s::;cA=P:,,E,:IM=P::::R::;O=VE;:M::E=N=T =PLA=Ns=F==o=R=: =======:-===~ TABATA 10 El Camino Real t---+--+------------+---l--+---l-----l I APPROVED /"t.:--0 \ &,: §\-=:,ft . PLANNING DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE IMITIAL OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: RVWD BY: PROJECT NO. CT 06-13 DRAWING NO. 472-?L -O') N 00 0 '¢ ..... 0 N -(/) -C: Q) E :::I u 0 C C: 0 ·--u :::I ... -(/) C: 0 (..) -ca :::: ·-E .c :::I en >, -·-(..) .c: ~ KEYMAP SLOPE DRIP SYSTEM INSTALL RECYCLED PLD-R TUBING AS DESCRIBED IN THE IRRIGATION SCHEDULE ON THIS SLOPE. SPACE TUBING AS FOLLOWS: TOP TWO (2) ROWS 12" O.C., NEXT LOWEST THREE (3) ROWS 18" 0.C., REMAINING ROWS 24" O.C. MOW CURBSt--, INSTALL MAIN ABOVE RETAINING WALL 10 MAINTAIN 10' CLEARANCE FROM STREET MAIN EXISTING 1.0.D. LOCATE THESE THREE VALVES ADJACENT TO WALL- MAINTAIN 10' CLEARANCE FROM EXISTING POTABLE WATER MAIN. Notto Scale RECYCLED WATER SIGN North side of drain inlet box -point of -, beginning STREET POTABLE WATER MAIN ,----..___ RECYCLED WATER SIGN i .. l •• I .._ 0 :!:::! E ::J North of Property Line Plantings will be irrigated by Recycled Water I NOTE: MOW CURB HERE ALL LATERAL PIPING SERVING IN-LINE DRIP, MP ROTATOR, BUBBLER AND POT SYSTEMS TO BE ¾" UNLESS OTHERWISE NOTED .. I Wall relocated due to existing tree locations Aqua Commercial Irrigation 810 Los Vallecitos Blv<!., Suite 204 San Marcos, California 92069 Ph: (760)750-1900 Fax: (760)750-1999 ---( - ,azrc1 ~igation LJcsign, Plo11ming fl/[/ & 1N,m,r MMrngement 'V /""\ ~?f'/ .---,------¼;1 -·--I - • RESIDENTIAL CONTROLLERS (TYPICAL) INSTALL ONE (1) HUNTER PRO-C PC-600-i, ONE CONTROLLER. WALL MOUNT TO INTERIOR GARAGE WALL AT THIS APPROXIMATE LOCATION INDICATED. COORDINATE POWER TO CONTROLLER FROM NEAREST POWER SOURCE LOCATION IN GARAGE, AND PROVIDE WIRE SLEEVES AS DETAILED. STREET POTABLE WATER MAIN 3 \ 1" /. Cl) Cl) en I Cl) C: ·--.c u--cu ~ ----;Ji, ---#It :~~I(-"" ;,c::}-1{Y=-;r: :\----. p-----~-y' \.., ) \ / ' ' ' i ®, .~-! ,P: '. ----w ·i?f ·--lr-;-.. REF ..... . -~·• "<·~-- I I II ~~!'I!' .. ~() >"o1'RTE&v,:~<!rl);, ~ ~ ,t, ~ tit;'-<; %-~ ~ "A a u o; ~ ~I ' ,:ti-. .1 ... lh,,us- · 'i--~l-2.DlfJ , Romw>llDall/ ., 7 26·Zol6 ., J;, !)at<, ~ ~ //1: . .___ fJ..f!! 0 10' I Scale: 1"=20' NOTES: 1. Refer to Sheet Ll-5.01/Ll-5.02 for Irrigation Details. 2. Refer to Sheet Ll-6.01 for Irrigation Specifications. /,\OW22~014 Della 1 Revs 20' €" OF CP,LlfO DATE INITIAL PATE INITIAL DATE LATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS: co C") 3/4" I 1-1/2" -X 1" II 2" -V 1-1/4" Ill 2-1/2" -IV 40' I ~ 06.06.16 Date 5.31.18 Expires CALlf < I C") < 0 N _J ill !, ~~~ Ff---, ' . ' . Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No. : LH0 1-P Scale: 1"=20' Drawn: ACI Ll-1.01 Checked: PAD APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" &~ ,,f a.d;;,a-6 7-Z{,•Zolb -, RLA (6~'7 EXP. /? 2/. Zo IF/ DATE 7/24/2014 IRRIGATION REVIEW~ PLAN t'ZL__, ~-BiL..Qt\-, • ZS'f -k .. INSPECTOR DATE ~ CITY OF CARLSBAD ~ 5 PLANNING DIVISION 1 LANDSCAPE IMPROVEMENT PLANS FOR: TABATA 10 El Camino Real APPROVED: /°0JJJ &_ E;j~ ~M-l'-V'f-.(1.::, ' PLANNING OWNBY: PROJECT NO. DRAWING NO. IN!TIAL CHKD BY: DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWDBY: I CT 06-13 I 472-7L (0 .... -.... ~ 0 i:-: ...J -;::i al en --------------------------------------------------------------------------------------------------------------------<( Plotted by: Scott Jun. 21, 2016 03::34 PM V: \CLIENTS\Studio-PAD\2509-T abata-Carlsbad\B!-AS-BU IL TS-CDA.dwg l ~,r! /\ , , ' 1 ,,. KEYMAP Notto Scale Plotted by: Scott Jun. 21, 2016 03:35 PM V :\CL I ENTS\Studio-PAD\2509-Tabaia-Carlsbad\BI-AS-BU I LTS-CDA.dwg RESIDENTIAL CONTROLLER (TYPICAL) INSTALL ONE (1) HUNTER PRO-C PC-600-i, ONE CONTROLLER. WALL MOUNT TO INTERIOR GARAGE WALL AT THIS APPROXIMATE LOCATION INDICATED. COORDINATE POWER TO CONTROLLER FROM NEAREST POWER SOURCE LOCATION IN GARAGE, AND PROVIDE WIRE SLEEVES AS DETAILED. ALL LATERAL PIPING SERVING IN-LINE DRIP, MP ROTATOR. BUBBLER AND POT SYSTEMS TO BE ¾" UNLESS OTHERWISE NOTED .. Aqua Commercial Irrigation 810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069 Ph: {760)750-1900 Fax: {760)750-1999 0 10' 20' 40' I Scale: 1" = 20' , I ,;;~~ --:c-a/(1. ' ?/ n r~ . ,. I NOTES: 1. Refer to Sheet Ll-5.01/Ll-5.02 for Irrigation Details. Refer to Sheet Ll-6.01 for Irrigation Specifications. 2. INSTALL 1-1/4" SCH 40 PVC IRRIGATION MAINLINE AT ALL LOTS EXCEPT THIS LOT 5. MAINLINE SHALL BE 1-1/2" SCH 40 PVC AT LOT 5. Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No. : LH01-P Scale: 1"=20' Drawn: ACI [ -1.02 Checked: PAD APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" , RLA t;l,i, '7 EXP. lf Ji Zo/ J DATE 7/24/2014 1-------------1 IRRIGATION REVIEWEDBY~ /;( PLAN ,~~ 4 B~ INSPECTOR 1-~-lc.-, DATE I,\ 09/2212014 Della 1 Revs .-----------1----+----+------------------l-----1------1---------J----I ~ CITY ?!Nl~t~~SBAD ~ :===~===========-===! LANDSCAPE IMPROVEMENT PLANS FOR: TABATA10 El Camino Real APPROVED: PLANNING DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL OAlE IN!TIAL OTHER APPROVAL CITY APPROVAL OWNBY: CHKD BY: RVWDBY: PROJECT NO. CT 06-13 DRAWING NO. 472-7L .. 1-_J -::::i aJ UJ <( ·--- II ii @--\ I \ / I -/ ! ---~ .c \ ()_.__ .. . cu :iii: ! ' ' I --" -v, 'VII ' \ ~. , __ \ '· l(sJ I I ---. ii~ : -7 i north edge of bus stop 33 SHRUB 17 ' I_L_ • i -----I J~--r ----l LOT 2:J 7 "'r i PLANr'-·"'--.-\::1 ~-~ PAD 99.70 I /~~--'771·171 : .. 1 PLAN 1 ~-1_// ____ ·u ~TREE TRF;E [J I KEYMAP Notto Scale Plotied by: Scoti Jun. 2·1, 2016 03:58 PM V:\CL IE NTS\Studio-PAD\2509-Tabata-Carlsbad\B I-AS-BU IL TS-CDA.clwg south edge of bus stop IQ] LOT25 j RESIDENTIAL CONTROLLER (TYPICAL) INSTALL ONE (1) HUNTER PRO-C PC-600-i, ONE CONTROLLER. WALL MOUNT TO INTERIOR GARAGE WALL AT THIS APPROXIMATE LOCATION INDICATED. COORDINATE POWER TO CONTROLLER FROM NEAREST POWER SOURCE LOCATION IN GARAGE, AND PROVIDE WIRE SLEEVES AS DETAILED. ALL LATERAL PIPING SERVING IN-LINE DRIP, MP ROTATOR, BUBBLER AND POT SYSTEMS TO BE¾" UNLESS OTHERWISE NOTED .. 33 SHRUB Aqua Commercial Irrigation 810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069 Ph: (760)750-1900 Fax: (760)750-1999 RECYCLED WATER SIGN 0 10' 20' 40' Scale: 1" = 20' , 09/22.12014 DATE INITIAL DESIGNER OF WORK 8 SHRUB 23 SHRUB NOTES: LATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS: 0 ~--l MOW CURB ( 3/4" 1" 1-1/4" 11 Ill RESIDENTIAL DRIP SYSTEM INSTALL STANDARD (NOT -R RECYCLED) PLO TUBING AS DESCRIBED IN THE IRRIGATION SCHEDULE ON THIS SLOPE. SPACE TUBING AS FOLLOWS: TOP TWO (2) ROWS ·-12" O.C., f>lE)<T I.QWEST THREE (3) ROWS 18" O.C., .....1--REMAINING ROWS 24" O.C. USE A HUNTER ACZ-075 AVB DRIP VALVE INSTALLED PER DETAIL 12 FOR THIS SYSTEM. 1-112· -X 2" -v 2-1/2" -IV • • w I- <( 0 z < I ~ < 0 N ~(/) -~ <( 0.. w ~ 0.. z <( ...J 0.. _J Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No. : LH01-P Scale: 1"=20' Drawn: ACI 1-1'N0Sc y.. LINO ~ Ll-1.03 Checked: PAD 1.:11~~;,,~=--lij ..., ----- APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" l!,lv-,,p t/4.,<.,vc,O- DATE 1. Refer to Sheet Ll-5.01 /Ll-5.02 for Irrigation Details. 7/24/2014 1-------------; IRRIGATION 2. Refer to Sheet Ll-6.01 for Irrigation Specifications. PLAN INSPECTOR DATE Delta 1 Revs LfrJ CITY OF CARLSBAD ~ 7 PLANNING DIVISION 1 LANDSCAPE IMPROVEMENT PLANS FOR: TABATA 10 El Camino Real APPROVED: it· C:v EJ\...., --ft 1-'Z-~-11.,c, PLANNING REVISION DESCRIPTION DRAWING NO. OWNBY: PROJECT NO. DATE INITIAL DATE INITIAL CHKDBY: CT 06-13 472-?L OTH.ERAPPROVAL CITY APPROVAL RVWD BY: u:l .... -.... N -u:l Cl .. I-...J -::::::, m (/J .=a; 12" offset from Curo-~#(' 1" KEYMAP RECYCLED WATER SIGN P.O.C. OFFSET POINT OF CONNECTION 1 5" WATER METER INSTALLED BY OTHERS. EXTEND PRESSURE SUPPLY LINE AND INSTALL 2" RPPA BACKFLOW PREVENTER, 2" PRESSURE REGULATING MASTER VALVE AND 1.5" FLOW SENSOR AS DETAILED AND DIAGRAMMED ON SHEET Ll-5 01, DETAIL 1, 2 AND 20. EXTEND PRESSURE SUPPLY LINE AS SHOWN. SET PRESSURE REGULA TOR AT 85 PSI, PEAK DEMAND 46 GPM, STATIC PRESSURE 178 PSI PER CMWD. METER STA. POINT= 12+27.60 METER SERVICE LINE= 2" NOTE: THE HOA IRRIGATION SYSTEMS ARE DESIGNED FOR FUTURE RECYCLED WATER USE. THE POTABLE WATER METER WILL BE CONVERTED TO RECYCLED WATER WHEN RECYCLED WATER BECOMES AVAILABLE. PLEASE USE ONLY 14AWG IN CONDUIT BETWEEN THE FLOW METERS AND MASTER VALVES. PLEASE REFER TO CALSENSE LOCAL RADIO SURVEY FOR ACTUAL COMMUNICATION RESULTS. ADDITIONAL UTILITIES, MODEMS, ANTENNAS AND OR ACCESSORIES MAY BE NECESSARY BASED ON THE CALSENSE LOCAL RADIO SURVEY. SLOPE DRIP SYSTEM STREET POTABLE I--__,, WATER MAIN INSTALL RECYCLED PLD-R TUBING AS DESCRIBED IN THE IRRIGATION SCHEDULE ON THIS SLOPE. SPACE TUBING AS FOLLOWS: TOP TWO (2) ROWS 12" O.C., NEXT LOWEST THREE (3) ROWS 18" O.C., REMAINING ROWS 24" O.C. "'-- ·-------~~ . ........._ '·--, MOW CURB "••---.. ~---- EXISTING 1.O.D. INSTALL MAIN ABOVE ~E1AINING WALL 19 __ MAINTAIN 10' CLEA~NCE FROM STREET MAIN 6 SHRUB 8 SHRUB Not to Scale .. Plotted by: Scott Jun. 2·1, 2016 03:38 PIVI V:\CLI ENTS\Stuclio-PAD\2509-Tabata-Carlsbad\B I-AS-BU IL TS-CDA.dwg 19 SHRUB 8 SHRUB Future Recycled Water Connection EL CAMINO REAL point of beginning - edge of sidewalk ALL LATERAL PIPING SERVING IN-LINE DRIP, MP ROTATOR, BUBBLER AND POT SYSTEMS TO BE t" UNLESS OTHERWISE NOTED .. Aqua Commercial Irrigation 810 Los Vallecltos Blvd., Suite 204 San Marcos, California 92069 Ph: (760)750-1900 Fax: (760)750-1009 --~'"9 ~-~ wace, Macagemeo, LOCATE HEADS 24" FROM HARDSCAPE 23 SHRUB 39 SHRUB I I - • I II ' [ '' 'I EASEMENT , OW22/2014 DATE INITIAL DESIGNER OF WORK 0 10' Scale: 1" = W -. . . LATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS· c.o ~ 3/4" 1" 1-1/4" ~NDSc . L~N I 11 Ill :l!l;;~~~=--l~ --, 20' 40' 1-112" -X 2" -v 2-1/2" -IV • • w I- <( 0 z < < 0 N ~(/) 0::: ~ w 0::: a.. z <( _. a.. _J Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No. : LH01-P Scale: 1"=20' Drawn: Acr Ll-1.04 Checked: PAO APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" I , RLA ri.;6 7 EXP. f-1/, 2;,/,Y DATE NOTES: 1. Refer to Sheet Ll-5.01/Ll-5.02 for Irrigation Details. Refer to Sheet Ll-6.01 for Irrigation Specifications. 2. 7/24/2014 t------------1 IRRIGATION REVIE~~-8/JI (~\ q:_ E::"4\,_.;--1\-PLAN INSPECTOR Delta ·/ Revs ~ CITY OF CARLSBAD ~ 8 PLANNING DIVISION 1 LANDSCAPE IMPROVEMENT PLANS FOR: TABATA 10 El Camino Real APPROVED: 1-Z-"t-\~ PLANNING REVISION DESCRIPTION OWNBY: DRAWING NO. PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: CT 06-13 472-?L OTHER APPROVAL CITY APPROVAL RVWDBY: cc .... -.... ~ C0 0 .. !:i -::::J al Ul <( / ~------------FINISHED GRADE NATIVE SOIL AS ~------APPROVED BACKFILL WI MINUS 1/4" MATERIAL ~m1 11 11 111ITT1 I I-,:~">~~-<>';~ 1111ITT111TI 11 11 I: :{/"' Y v_ =I I I I"--111-1 •/"-/':--.. " / 1-111---/ .. /, / '< '< -- 1 s" " =ffi= ;f >-,>/\j" ; =f~ -12 • RECYCLED WATER MIN, 1-I , <,:,,>'>-.') J ,,U Mt WARNING TAPE --t-----t,--- CHRISTYS TA-DT-2-PRW RUN 12' ABOVE PIPE , PVC LATERAL PIPING RECYCLED WATER __ /-11 ~TE'§ji~~lE~l'--~---WARNING TAPE_ I 1_1 I PRESSURE SUPPLY LINE CHRISTYS TA-DT-2-PRW "------CONTROL WIRING BELOW RUN DIRECTLY ON TOP -+-+-6" PRESSURE SUPPLY LINE OF PIPE MIN, NOTES: 1, ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES 2. BUNDLE AND TAPE WIRING AT 10' INTERVALS, 3, INSTALL ALL CONTROL AND COMMON WIRING TO THE SIDE AND BELOW THE PRESSURE SUPPLY LINE, FINISH GRADE RECTANGULAR CONCRETE VALVE BOX WI CAST IRON LID, EXTENSIONS AS NECESSARY. PAINT LID WITH THE LETTERS "MV". REFER TO TECHNICAL SPECIFICTIONS NORMALLY CLOSED MASTER VALVE WITH 24 VOLT SOLENOID. SCH 80 MALE ADAPTER TYP. BOTH SIDES PRESSURE SUPPLY LINE 3/4' CRUSHED GRAVEL SUMP 2 CU. FT. CONCRETE THRUST BLOCK -REFER TO TECHNICAL SPECIFICATIONS UNDJSTURBED SOIL C) TRENCHING 0 ~~STER VALVE PVC LATERAL -45 ELL TO N.T.S. N.T.S. 10" ROUND VALVE BOX BRAND "QC" INTO VALVE BOX LID. REFER TO TECHNICAL SPECIFICATIONS, VALVE BOX TO REST ON GRAVEL SUMP, BOX SHALL HAVE A LOCKING COVER, CHRISTY RECLAIMED WATER TAG FINISH GRADE -==TfTT"=:fTrr=~~=~==::::::;:i~fM#~~~= ;_~~~r!~E~E~:D _// I ~;; ~~ 111 1111 1 / I I 1111 QUICK COUPLING I 1111 VALVE. -~r1tf7:~\J...Jr ,. ob -:.//II 314" SCREENED GRAVEL 0 SUMP -1 CU. FT, QUICK COUPLING VALVE 1" SCH 80 NIPPLE LENGTH AS REQUIRED 1f "' STAINLESS STEEL CLAMP (2) ' 1-1x3" SCH.BO PVC NIPPLE ' '4---1" SCH 80 FIPxFIP 90 ELL 1---1" SCH.80 PVC FIPxFIP 90 ELL '--<..+---1"x12" SCH,80 PVC NIPPLE 1/2" x 36" GALVANIZED STEEL SUPPORT PIPE 1" SCH. 80 PVC FIPxFIP 90 ELL '--------------1-1"x3" SCH.BO PVC NIPPLE '--------------SERVICE TEE -SOLVENT WELD OR GASKETED FITTING, REFER TO TECHNICAL SPECIFICATIONS '--------------PVC PRESSURE SUPPLY LINE ID" = cQ 'v • 0 g PROPER DEPTH -REFER TO TECHNICAL SPECIFICATIONS, p . 0 0 L.:..---,;--~t-1,1,--.,-\-\\---ELECTRIC CONTROL VALVE <1,,,-'--+-f'l---l=:,fl-3/4" SCREENED GRAVEL ,0, 0 . . SUMP -2 CU. FT. " . 0 1..........:.io.. ____ __::14_....a__:-,1....1;~::::---scH. 40 PVC PIPE, LENGTH AS REQUIRED '--"-11 -7---LT--l:::::==-11APPPPRifcovED GEOTEXTILE FILTER FABRIC. EXTEND 10" UP VALVE BOX EXTERIOR WALLS -ALL SIDES, '------SERVICE TEE -SOLVENT WELD OR GASKETED FITTING -REFER TO SPECIFICATIONS '---------PVC PRESSURE SUPPLY LINE NOTE: DIAMETERS OF RISER, FITTINGS, BALL VALVE AND NIPPLE SHALL EQUAL CONTROL VALVE DIAMETER. LOOP ALL SPARE WIRES FROM CONTROLLER INSIDE EACH VALVE BOX-12" DIAMETER LOOP (MIN.) ALL WIRING TO BE INSTALLED PER LOCAL CODE, PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION WIIN VALVE BOX (WRAP AROUND 112" PIPE 15 TIMES, REMOVE PIPE) COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. IRRIGATION PRESSURE SUPPLY PIPING. UPSIZE PIPING TO -------------------SPECIFIED SIZE BEYOND DISTANCES INDICATED. '<;J . 0- • '!Jo ~ ; ',; Q." 'Q 10X PIPE DIA. MIN. UPSTREAM NO FITTINGS OR DIRECTION CHANGE ~-----------10" ROUND VALVE BOX UD-BRAND "FS" 4" lNTO VALVE BOX LID. HEFER TO TECHNICAL SPECIFICATIONS. -----------CALSENSE FM~SERIES FLOW SENSORS COUPLING. FLOW REFER TO PLANS FOR SIZES -----14 GA DIRECT BURIAL ULUF WIRE (2) FROM FLOW SENSOR TERMINALS ON CONTROLLER-REFER TO PLANS FOR LOCATION Sx PIPE DIA. MIN. DOWNSTREAM NO FITTINGS OR DIRECTION CHANGE TRANSITION BACK TO 1.5" PIPING AT REQ'D ------' DISTANCE W/ 1.5' X 1" SCH 80 PVC TO MASTER VALVE ITO IRRIGATION SYSTEM bM,_ 11111111111111 111 I= 1 · 0- GATE VALVE Q -0 HANDLE DQ \) .a \) <:) • CJ 1 -----n--11•1,,:l1c,,__~ -FINISH GRADE w~I I' 1M = 10· ROUND VALVE BOX =: I == BRAND "BV" ON LID OF 4" I I VALVE BOX. REFER TO TECHNICAL SPECIFICATIONS. VALVE BOX TO REST ON GRAVEL SUMP. COVER SHALL BE LOCKING AND PURPLE. ----3/4" SCREENED GF¼VEL SUMP 1 CU. FT. \) -+.---"'----"--'---6R CLA.SS 160PVC SLEEVE BOTTOM TO BE FLARED AND CONTACT TOP OF PRESSURE SUPPLY LINE '-----PVC PRESSURE SUPPLY LINE ~-----SLIPxMIPT SCH.40 PVC ADAPTER (2) '---------BALL VALVE W/BRONZE BODY (3\_F_L_O_W_SE_N_S_O_R ______ N_.T.S_. WGATE VALVE -1" to 2-1/2" N.T.S. V NTS u NTS NOTE: INSTALL ASSEMBLY TO REST ON GRAVEL SUMP. SUMP TO BE LINED WITH ONE CONTINUOUS PIECE OF GEOTEXTILE FILTER FABRIC EXTENDING FABRIC 10" UP ALL EXTERIOR SIDES OF VALVE BOX. VALVE BOX TO BE SET FLUSH WITH FINISH GRADE. ENTIRE VALVE ASSEMBLY TO BE CONTAINED AND CENTERED WITHIN VALVE BOX. NO PART OF ASSEMBLY TO CONTACT BOX LID, DO NOT CUT BOX. PROVIDE 12" DIAMETER LOOP (MIN.) OF SPARE WIRES FROM CONTROLLER INSIDE EACH VALVE BOX. VALVE BOXES TO BE SPACED EVENLY FROM WALK OR CURB AND FROM EACH OTHER. BOLT HOLE IN BOX TO FACE CURB OR WALK. PVC LENGT REQUIRED HAS • ' . -. ,d ' .' --•:1_ .' ', _,_,,,, ,- ,_,; b I -{®~·~ ·;:,·, , ·'. CZ-101-R DRIP CONTROL HUNTER I VALVE KIT (PRESSUR WITH 200 MESH SCREEN. E REGULATING) . . ·•, . - ~ ;.c·' -i' y - Lf 3/4" CRUSHED G RAVEL SUMP -2 CU, FT. INSTALL OVER SOIL SEPARATOR FABRIC RECTANGULAR VALVE BOX -BRAND LID WITH ND STATION NUMBER-REFER SPECIFICATIONS. VALVE BOX RAVEL SUMP, CONTROLLER A TO TECHNICAL TO REST ONG "' / 1" FIPT X SLIP SCH 40 COUPLER PVC TEE. LINE SIZE X VALVE SIZE W/ VALVE SIZE PVC LENGTH AS REQ'D, 1 SLIP90" 1" X 3" NIPPLE T.O,E, 1" SPEARS PVC SCH. 80 BALL VALVE PRESSURE SUPPLY LINE 1" X 3" TBE SCH 80 NIPPLE ~------PRECISION 'O' SERIES SPRAY NOZZLE, MP ROTATOR NOZZLE OR BUBBLER NOZZLE ~-----SET BOTTOM OF CAP AT GRADE NOTE: INSTALL 6" FROM WALLS OR OTHER VERTICAL SURFACES Ml I ~----CURB & GUTTER OR SIDEWALK ~TTTI:;; 1TI1j II I I 1 WHERE APPLICABLE 4" 1111 1111 1111-1111 llll _~J-1 _ii-Iii POP-UPSPRAYHEAD §1--------1/2" X 2" SCH.BO PVC NIPPLE J 'lo-------1/2" MIPxFIP MARLEX 90 ELL (2) 1/2" MIPxFIP MARLEX 90 ELL ~--SOLVENT WELD SCH.40 PVC FITTING ~---pvcLATERAL USE TEFLON TAPE ON ALL THREADED CONNECTIONS UNLESS SPECIFICALLY INDICATED BY THE MANUFACTURER OF THE COMPONENT TO NOT USE TEFLON TAPE. co er, < -.::j" I "t"""" 0 er, N --.::j" N < -r- • • C) w I-<( N 0 z ~(/) a: <( 0... w a: 0... z :5_J 0... Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No.: LH01-P 1 "=20' (5\_Q_U_IC_K_C_O_U_P_L_I_N_G_V_A_L_V_E_N.T.s.(6\~E_L_E_C_T_R_IC_C_O_N_T_R_O_L_V_A_L_V_E __ N.T_.s. V NTS V NTS N.T.S. ® ~?P-UP SPRINKLER Scale: Drawn: N.T.S. Ll-5.01 ACI Wm, 11111111 •• PRECISION 'O' SERIES SPRAY NOZZLE OR MP ROTATOR NOZZLE -------SET BOTTOM OF CAP AT GRADE 4' ill - LOCATE 6" AWAY FROM WALLS AND OTHER VERTICAL SURFACES. ~ CURB AND GUTTER OR SIDEWALK l WHERE APPLICABLE -r:;:;:;:;:H±,1:::+---12" HI-POP SPRAY HEAD - I ----PVC LATERAL SCH. 40 PVC FITTING '-------FLEX PIPE NOTE: 12" POP-UP SPRAY HEADS TO BE PLACED FOUR FEET (MIN) FROM EDGE OF CURB OR SIDEWALK. AS PER CITY GUIDELINES. USE TEFLON TAPE ON ALL THREADED CONNECTIONS UNLESS SPECIFICALLY INDICATED BY THE MANUFACTURER OF THE COMPONENT TO NOT USE TEFLON TAPE. (g\_1_2_" _P_O_P_-U_P_S_P_R_I_N_K_LE_R __ N.T_.s. VNTS CHRISTY'S ADHESIVE RECYCLED WATER LABEL (RECYCLED SYSTEMS ONLY) FINISH GRADE/ FACE OF SLOPE MP ROTATOR ON PRESSURE REGULATING SHRUB BODY, INSTALL PLUMB TO TOP OF SLOPE, PERPINDICULAR TO FACE OF SLOPE, SCH 40 PVC TEE OR ELL FITTING. SCH 40 PVC PIPING SCH 40 STREET ELL @ ~f RINKLER ON RISER Plotted by: Scott Aug. 29, 2014 01 :17 PM Z:ICLI ENTS\Stud io-PAD\2509-Tabata-Carlsbad\B 1-LHO 1-CDA.dwg N.T.S. Aqua Commercial Irrigation 810 Los Vallecilos Bll'd., Suite 204 San Marcos, California 92069 Ph: (760)750-1900 Fax: (760)750-1999 '----='----I..: ~ Checked: PAD APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE ___ _ EXP,-~---DATE /24/2014 1----------------1 IRRIGATION REVIEWED BY: DETAILS INSPECTOR DATE .------------,c--f---+-----------1---1----t---i.----1 l8Bfl CITY OF CARLSBAD ~1 L__!!_j PLANNING DIVISION ~ l'IDSCAp ),.)/1.RTE&l.1, .._,i_:,; ::...1(\ ~ -~;;; '--1 Sli,ln.ilLU~ 0 71','lo/6 Rc~ic·•·ol fl1te ~ f,Zf,t..!'I c, J'~ -[~.J--,-:,..'?-: -'Ir-::---:-'<-"'-' f OF CAL\fO ~L=AN:::D::::S::::C::A~PE~IM::::P::RO:::V::::E::M:::E=NT=P::LA=:NS::::::FO::R:::: :::::::::::=====:::::.'=:===: TABATA 10 El Camino Real f----+---+--------------+----+---1----1---1I-AP-PR_o_vE-D:---'-~---"-·=+\ _y:_,__, _tq---'l.;l..o=-' fr,_,__ __ _ PLANNING DAlE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVN. DWN BY: CHKD BY: RVWD BY: PROJECT NO. CT 06-13 DRAWING NO, 472-?L -a, N 00 0 -.::I" ..,- 0 N -(/) -C: Q) E ::::, (.) 0 Cl C: 0 ; (.) ::::, .... -(/) C: 0 u .. C'O --·-E .Q ::::, U) ~ ·-u .c: --.::I" ,------------------1" FEBCO MODEL 715 ATMOSPHERIC + VACUUM BREAAKER ,---------------SCH 40 PVC UVR ELL, SIZE PER PLAN ~L...\--------+ NOTE: NO VALVE OF ANY TYPE MAY BE INSTALLED ON THE DISCHARGE SIDE OF THE ATMOSPHERIC VACUUM BREAKER. ·1:1·~1 I 11 I ' " •, I ' 6" Ml INSTALL ATMOSPHERIC VACUUM BREAKER AT LEAST 6" HIGHER THAN ANY SPRINKLER IN THE SYSTEM SERVED BY THE AVB. ---------iPOP-UP OR SPRAY HEAD ON RISER SPRINKLER ·~-------FINISH GRADE f--,-'1, ,f-+-+-' ,-,---,,_-,-, ----.'----";,,-----scH 40 PVC UVR RISERS, SIZE PER PLAN, LENGTH AS REQUIRED. f • , ',-I ' ,---+--1----='c----------SCH 40 PVC ELL, SIZE PER PLAN ..__ ___ --t...../ -----------------TO CONTROL VALVE 12"ABOVEI HIGHEST HEAD I _/;th.. ~1]1111111111' I 111 I= CONTROL AND COMMON WIRE TO CONTROLLER ELECTRIC CONTROL VALVE WI ATMOSPHERIC VACUUM BREAKER AND PRESSURE REGULATING MODULE 1" SCH. 40 PVC NIPPLE, LENGTH AS REQUIRED ilm n11· !TI FINISH GRADE 1111 'Iii-,,,--SERVICE TEE -SOLVENT WELD FITTING - / REFER TO SPECIFICATIONS PVC PRESSURE SUPPLY LINE SCH. 40 PVC 90 ELL SLIP X THR. ADAPT OT LATERAL OUTLET SIZE PVC LATERAL NOTE: DIAMETERS OF RISER, FITTINGS AND NIPPLE SHALL EQUAL CONTROL VALVE DIAMETER. SOLAR SYNC ET/RAIN SHUT OFF FASCIA IN A LOCATION EXPOSED TO RAIN - NOTE: CONTRACTOR TO GROUND AND PROVIDE SURGE PROTECTION FOR FIELD UNIT IN ACCORDANCE WITH MANUFACTURER"S RECOMMENDATIONS AND GROUND ROD(S) SHOWN. ALL ELECTRICAL WORK TO CONFORM TO LOCAL CODE. ;;; CONTROLLER -INSTALL ON BUILDING ----f-r'-,lf WALL SECURE WITH ANCHOR BOLTS PER MANUFACTURERS MOUNTING INSTRUCTIONS 0 -----.1-./L/ /Ji.i-J--+-2" CONDUIT SECURED TO WALL - BUILDING WALL ----------11 ELEC. PULL BOXES SECURED AND ----...1-L...-'I+. SEALED TO BUILDING WALL FOR / I CONTROL WIRE ACCESS FINISH GRADE ------~ 54• Q~ :J ,-·:-·.:·_i;-·:.;:: :'.\ 2" SWEEP ELL -CONTROL-----~ WIRES & GROUND WIRE PLANTING PIT ROOTBALL HUNTER RZWS-18-25-CV 18"DEEP ROOT WATERING SYSTEM ASSEMBLY WITH SWING JOINT. __ .....__ HUNTER RZWS-10-25-CV --I 1 O"DEEP ROOT WATERING SYSTEM ASSEMBLY WITH SWING JOINT. ·. . 0') < . 1-_-___ -_.-, __._,___ 112" SCH 40 PVC LATERAL . ., Ii,-PIPE. .. :/.,· .. ·.:~_; __ ·.~:..._·.·,'~'"'i ___ "'="""=.,;;, -~,.n. .,, .. . .-·-~ .~;-.~.\ .. '-----'---l+---112" SCH 40 S x TELL FITTING LATERAL PIPING --------------' GRATED CAP PLAN FINISH SOIL GRADE ----~ BUBBLER CHECK VALVE (r;:-- ---------+-f-1 SWING JOINT ASSEMBLY------ (PART OF DEEP ROOT WATERING ASSEMBLY LATERAL; TEE OR ELUPIPE SCH. 40 PVC. -DEEP ROOT WATERING SYSTEM ASSEMBLY WITH SWING JOINT. c.o M -.:::t"< ~ I 0 ~M N -< t- •• ~o c3N z ~(/) ATMOSPHERIC VACUUM BREAKER @ TOP OF SLOPE N,T.S. SPRAY ELECTRIC CONTROL VALVE ASSEMBLY W/ ATMOSPHERIC ® VACUUM BREAKER N.T.S. IRRIGATION CONTROLLER @-R_E_S_I_D_E_N_T_IA_L_U_N_IT_S ____ N_.T.S. DEEP WATERING @BUBBLER ASSEMBLY 0::: <( 0.. w N.T.S. 0::: 0.. EL HOWN STAINLESS STE FLIP TOP LID, S IN OPEN POSIT ION ET 2000 CONTR OLLER CALSENSE TP- SURGE ARRES 110 TOR H POWERSWITC AND RECEPTAC / - LE EL NTRY NCLOSURE ROOF RATED NNA T OARD STAINLESS STE 16" WIDE TOP-E CONTROLLER E NEMA 3R RAINP WI DOME ANTE TP-1 TRANSIEN PROTECTION B WI TERMINALS WIRES. FORVALVE ,/ REMOVABLE FRONT PANEL NOT SHOWN - : 1.:,::.:1 I DUITFOR--1 114" PVC CON COMMUNICATIO TO OTHER CON N CABLE TROLLERS T/SWEEP . , - 1" PVC CONDUI FOR TELEPHON E LINE, WHERE AP T/SWEEP I = \ I -' . ' I'! e □ J 000 m - -. ll,l . '--,,<. ,nnn . " : ' ;--~' i ~ i '-;----.. : !: I 'L 1" PVC CONDUI FOR ET GAGE W IRES,WHEREAW-. HUNTER MINI-CLIK IN SENSOR GUARD ENCLOSURE WIRE PER MANUFACT. SPEC. CONTROLLER,ENCLOSURE AND ALL OF THE REQUIRED COMPONENTS SHALL BE PART OF A PRE-ASSEMBLED CONTROLLER ASSEMBLY CONTROLLER,ENCLOSURE DIMENSIONS WHEN CLOSED: 38"H x 16"W x 15.5" D STAINLESS STEEL, U.L. LISTED, PREDRILLED, REMOVABLE BACKBOARD CALSENSE TP-1 TRANSIENT PROTECTION BOARD TERMINAL BLOCKS FOR COMMUNICATION CABLE #6 SOLID COPPER GROUND WIRE CONNECT TO GR□. TERMINAL 120 VAC JUNCTION BOX -FINISHED GRADE POURED CONCRETE PAD 24" x 24" x 8" DEEP SLOPE EDGES TO DRAIN 1 114" PVC CONDUIT/SWEEP FOR ELECTRICAL SERVICE 3" p VC CONDUIT FOR co NTROL WIRES TO VALVES 5/8" DIA. x 8' COPPER GR OUND ROD W/#10 GROUND E AND BRONZE CLAMP WIR W/1 N PVC SLEEVE THRU SLAB 1"P VC CONDUIT/SWEEP FOR FLOW SENSOR/MCV WIRES 18" F WE ARE CONSERVING OUR MOST VALUABLE RESOURCE BY IRRIGATING OUR LANDSCAPE \. ~-= ~ .v.r:.. WITH RECYCLED WATER ® RECYCLED WATER AGUA RECICLADA DO NOT DRINK NO TOME EL AQUA l" GALV. CARRIAGE ~--BOLT WI LOCK WASHER AND PENTA (VANDAL RESIST.) NUTS -2 EA. 2" DIA. GALV. POST WITH CAP FINISH GRADE 12" DIA. X 30" DEEP CONG. FOOTING @ ~9NTROLLER ASSEMBLY N.T.S. @~~CYCLED WATER SIGN 1" VALVE ASSEMBLY (SEE DETAIL 7 117, SHEET Ll-5.01) 1" PVC SCH 40 --~ SUPPLY HEADER t CONG. WALK OR CURB = 6" FROM CURB OR WALK -12'' - (EMITTERS) INSTALL TUBING 9" FROM CURB OR WALK IN-LINE EMITTER TUBING HUNTER PLD-06-12-R" EMITTERS AT 12" INTERVALS , ROWS AT 18" 0.C. HUNTER PLD-050 ADAPTER· FITTING (HUNTER TUBING TO PVC ADAPTER FITTING) 18" TUBE SPACING SHRUB (TYPICAL). PVC EXHAUST HEADER ASSEMBLY & FITTINGS -1----3/4" END PIPE HEADER ~ -3" FROM CURB, WALL OR WALK TYP. ALL SIDES @r:11 J:, ========:if1/:=====:::l(:ii=======:;::::;f,rr.==::Dn[@ -LINE FLUSHING VALVE (SEE I DETAIL #19, THIS SHEET) CONTINUATION CENTER ON HEADER PIPING OF SYSTEM I I ---HUNTER PLO-TEE OR PLD-ELB FOR SURFACE MOUNTED CONNECTIONS NOTE: TUBING SHALL BE STAPLED TO THE SOIL SURFACE 3' O.C. ALONG EACH TUBING LENGTH WITH 6" LONG SOIL STAPLES OR 6" LONG JUTTE MATT STAKES. 10" ROUND VALVE BOX-BRAND CONTROLLER & STATION NUMBER INTO VALVE BOX LID. 112" FPT X BARB ADAPTER FITTING TO ACCEPT EXCALIBUR TUBING 112" COIL OF EXCALIBER (FLEX PVC) TUBING WITH 1/2" BALL VALVE -SEE BELOW. .w 112" SxT SCH 40 RISER -LENGTH AS REQ"D. 1/2" SxT SCH 40 ---,l ELL .., N ~ , N.T.S. 112" PVC SCH 40 SUPPLY RISER TRENCH FOR SUPPL,;._~ & EXHAUST HEADERS 3/4" X 1/2" X 3/4" S X S x T PVC SCH 40 TEE OR ELL 314" PVC SCH 40 SUPPLY OR EXHAUST HEADER ~-------HUNTER PLD-04-18-R IN-LINE EMITTER TUBING -EMITTERS AT 18" INTERVALS ,------HUNTER PLD-050 ADAPTER FITTING ---1/2" SCH 40 FPT TEE (TYPICAL) PLANTING BED MULCH (SHRUB BEDS ONLY) 3-4" 12" -+-----MID-LAYOUT SUPPLY HEADER & RISERS AS REQ'D, 18" O.C .. TRENCH BOTTOl @ ~,~IP INTAKE HEADER MANIFOLD N.T.S. ~------PLANTING BED MULCH (SHRUB BEDS) OR AMENDED TURF PLANTING MEDIUM -::=:::--, ~~~----18"xl" l.D. EXCALIBUR '. IRRIGATION HOSE '.-'--~H+--11>-----INSERT x MIP 90 ELL INSTALL AT THE QUANTITIES DESCRIBED ON THE PLAN: -----1/2" S x T sch 40 ELL (TYPICAL) -~-HUNTER PLD-050 I NETAFIM TL050 ADAPTER FITTING IN-LINE EMITTER TUBING -HUNTER PLD-06-18-R SHRUBS OR NETAFIM TLCV0412-XX -TURF ,. FINISH GRADE -I= =~===_I _I __ ,-1/2" PVC SCH 40 EXHAUST RISER r 12· I EXHAUST HEADER -1--------TERMINATION OF SYSTEMS & RISERS AS REQ'D. i ,-------f YdP~tf ti2i~~AU T HEADER TRENCH BOTTOM '-----112" SCH 40 TEE TO FLUSH VALVE ASSEMBLY ~-------112" SCH 40 PVC PIPING, LENGTH AS REQUIRED SCH 40 PVC FROM EXHAUST MANIFOLD ~:::=~'.'.:..,./L-----112" SLIP X SLIP SCH 40 BALL PLAN VALVE Aqua Commercial Irrigation 810 Los Vallecitos Blvd., Suite 204 San Marcos, California 92069 Ph: (760)750-1900 Fax: (760)750-1999 7/24/2014 IRRIGATION DETAILS ~ 0 z ~_J Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No.: LH01-P Scale: 1"=20' Drawn: ACI Ll-5.02 Checked: PAD APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA . "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD m PLANNING DIVISION 1 LANDSCAPE IMPROVEMENT PLANS FOR: TABATA10 El Camino Real {-it;,_g Lt-e\\...;f "1· '-f • I :--1: ~8 _I_N_-L_I N_E_EM_IT_T_E_R_T_U_B_I N_G_LA_Y_O_U_T __ N_.T.S_. ~ NTS @.~RIP EXHAUST HEADER MANIFOLD N.T.S. t----t---t------------------1---1---11---l--......J 1-AP_P_R_o_vE_D_: --'-==~L.....:::.i.........::==i.----- PLANNING DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: RVWD BY: PROJECT NO. CT 06-13 DRAWING NO. 472-7L Plotted by: Scott Aug. 29, 2014 01:18 PM Z:ICLI ENTS\Studio-PAD\2509-T abata-Carlsbad\Bl-LH0'I-CDA.dwg -en N 00 0 -.;to .... 0 N -II) -C: Cl> E ::I (.J 0 C C: 0 ·--(.J ::I .... -II) C: 0 (...) -«I :::: ·-E .c ::I en z, ·-(...) .c: --.;to GENERAL NOTES 1. BACKFLOW DEVICE SHALL BE CERTIFIED BY AN APPROVED AND CERTIFIED BACKFLOW PREVENTER TESTER. 2. COPPER FITTINGS SHALL BE CONNECTED WITH LEAD FREE SOLDER JOINTS. 3. FINISHED GRADE UNDERNEATH THE BACKFLOW PREVENTER SHALL BE AT 95% COMPACTION. 4. ALL NIPPLES TO BE COPPER OR BRASS. 5. PIPING UNDER THE CITY RIGHT OF WAY MUST BE TYPE "K" COPPER. ~~i IJ · :~ . 1 0~ ~·~•'· ,-··~0~ 0 -;ii::iflt,1,;;W_;iilllirrn;;:Irr-------FINISHED GRADE • ~-f" ='~'. !~if~~ l:~ . .::g lPT OUTLET FITTING TO MAIN LINE AS i-m!!W!!W-m-!if'r REQUIRED --11 INLET I / I OUTLET INLET AS CLOSE TO 0 SERVICE CONNECTION LIST OF MATERIALS AS POSSIBLE. COPPER ON INLET SIDE G) REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY, BALL VALVES INCLUDED. @ PIPE SPOOL, TYPE "L" COPPER, 3/4" THRU 2 1/2". Q) 90° ELL, COPPER, 3/4" THRU 2 1/2" WI PVC ADAPTER FITTINGS .. 0 PIPE UNION, BRASS OR COPPER. @ WATTS SERIES 777 "Y" STRAINER ® BPDI EP-2 ENCPAD ENCLOSURE PAD -BACKFLOW ENCLOSURE MOUNTING PAD. INSTALL MOUNTING PAD PER MANUFACTURERS SPECIFICATIONS, FILL SUPPORT BASE WITH PEA GRAVEL 0 BPDI COAST GUARD SHACK CGS-2 STAINLESS STEEL BACKFLOW PREVENTER ENCLOSURE. MOUNT PER MANUFACTURERS SPECIFICATIONS. ® R.P. BACKFLOW PREVENTER NOrEa AU FlEGl'Cl-EP UIATER l~Tlctl FIFE ;1/-lD EU:EVE6 e+W.L l3E ~ .41D LAe,1..ED t,;; 5FECfll:D IN: '&T#IDA-<D £,f'ECFICAT!Ctl& FOR FR1YATE i~TICN 51'5TEl"i6' •cm_oo,ID REctJ,MATICN faU& ~ 1'£(,1 ~ AT!Gll,; FOR ccw, TFl,JCil~ Cf RECTCLED WATER MAINS'. CCTceER l':fil N.T.S. ® POTABLE MAINLINE CROSSING 23 --------N.T.S. NOTE: 6 INCH SQUARE CONCRETE MOW STRIP (MIN. 2000 PSI AT 28 DAYS) l -FINISHED GRADE GROUND COVER 2" ½"RADIUS T'(PICAL #4 REBAR CONTINUOUS (LAP 12" AT SPLICES) PROVIDE EXPANSION JOINTS AT 20 FOOT MAX. OC AND WHERE MOW STRIP ABUTS ANY CONCRETE IMPROVEMENT. @ CONCRETE MOW STRIP ~ .. ,......_ ........ ....._ ... ~,· ......_ ... __ ...... L:~-:-:SS~~ I\ Affi<O)(. f,'_/ FO!AaE 5ERv'ICI: LINE ~-HETI:R !:OX Ill/ HETI:R h; 24• -j --+-,-- I,·± • i;, -~IZJ~' M1:_i11IN~!MJ1~T~0_1_F0".'2T.!:"/Jo::'.::LE~M'-"=!A~INl.~INE.,,,· _,,_IN:...::S.:.-.-Tr:E=ET~-• r; F£C..,-CLED lllATI:R l~T\CN MAIHI.INE_ U.11 &L.EEYE: ~'1cAl. cL.EAR,,ll--lCE Cf 12' MINIM\t1 IS MANDATORY lJ.l-l8! CR0$5~ '.An-t Cf A FOTAe!.~ WATER LINE. rNSTA!.LATlct-l Cf i-ECYclED lliATER IRRIGAT\CN MAINLINE 24' ~ FACE Cf o\~K WILL PROVIDE TI-IE NECE$$ARY lr21' f.lQRTIZGNTAl. C\.EARl>NCE·~ FOTAell: MAIHI.INE IN oTI>ifET. N.T.S. @1--P_O_T_A_B_L_E_S_E_R_V_I_C_E_L_I N_E_C_R_O_S_S_I ~-.rG __ s. c~ rnoM PREg;ur,c lf ·\~==;=\ ========-ff==i RECIDfOA I G 2 _,i) (j) ' ---------- TO MASTER VAL'lf. • • ----lBfill PRF.5SIJRE RWJlAIOR • /w' ~= '·· ' . I l,IE!ER NOlE:: r> D ll !l .Si=CTION VIEW 11/..STf:R Y/>lVE -VN_VE -· 1 TO "'. 3!£R I . I. 111,TAll 0/IE n:sT STAII0N LOCAITO OiREGlc( OOW/blREN,I OF lm~GATiON PRESSDR> REG~LAIING WJ..VE. HEAr 8R.:'NU ·rs" ON PURPLE COLORED PlASflC 15f STATION uDs. ~ 512£ ANO OESfJR/PTION l 3 4 .. SCH 80 PVC 90 ELL 2 -3 ,r SGH 80 PVC CLOS£ MPPI > 3 3 4 OP.ASS LOCKABLE Mll VALVE WJTH 1/4' fEr,u.t£ THREAD FlP X METER SWNEL • 3/1" X 1/4' BRAS$ THREI/JEO BUSHING WITH 1/4• CAPPED {JIJIL£f 5 j/4• SCH BO FVC CLOSE NIPPLE ITEM NO SIZE ANO DESCRJ?TIC1'\ 6 VALVE BOX WlTJ-1 PURPLE COLORED LlD l UN£ 5JZEO BRP.SS BAL!.. W•.LVE" 8 LINE SIZE BY 3/4' sen BD TEE 9 PIJHPLE PVC Cl :315 SCH 4-0 ,l,WN~!\E 10 J" MINIMUM IJEPfH OF 3;4• WA>HED GAAi/El II 8RlGK GR CGNCRETE SUPPORTS' (END 1<J 810 IJNUER PrnMaER OF 'IIL'IE BOX B_OffO.Y) ·-. co (") RECYCLED WATER IRRIGATION @CROSS CONNECTION TEST STATI~~ C FLO CONTROL PVC SWING CHECK VALVE SERIES 1520, S XS, LINE SIZE. OR EQUAL. LOCATED ON ALL LATERAL LINES EVERY FOURTEEN (14) VERTICAL FEET OF ELEVATION CHANGE @ SWING CHECK VALVE Aqua Commercial Irrigation 810 Los 1/al!ecitos Blvd., Suite 204 San Marcos, California 92069 Pn: (760)750-1900 Fax: (760)750-1999 N.T.S. Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No. : LH01-P Scale: 1"=20' Drawn: ACI Ll-5.03 Checked: PAD APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" 7/24/2014 1--Rc_E _____ -_-__ Ex_P·~----_-_-_-___ oA_TE---1 IRRIGATION DETAILS REVIEWED BY: INSPECTOR DATE ~--------4----1---1-------------1---l-----l.---1-----1 ~ CITY OF CARLSBAD ~1 :::~==:::::..':=====PLA::::N:::N::;IN:::G:::D:::IV::;ISl:::;O:;:N =====-=L2!_j==~ LANDSCAPE IMPROVEMENT PLANS FOR: TABATA10 El Camino Real f----1---1------------1---1---+---+---1 I A_PP-Ro_vE_D'--'-/?C;-=-=~=('---'-'4:....:-_.,~"'-(L='_c:,!=J'±tc1__ __ 4 _ '-\ _ r+ I . PLANNING . DATE INITIAL 0ATE INITIAL 0ATE INITIAL OWN BY: PROJECT NO. DRAWING NO. -en N 00 0 -.:t-.... 0 N -fl) -C: Q) E :::, 0 0 C C: 0 ·--0 :::, .... -fl) C: 0 u -~ ·-E ..c :::, en >, -·- REVISION DESCRIPTION ~~~Bat: CT 06-13 472-?L U L-----------------------------------------------------------------------------------!;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;DE;S;IGN;E;R O;F;WO;R;K ;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~~O;TH;E;R;AP;P;RO;V;AL=;;;;;;;;CITY;;;AP;PR;O';IAL~=;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;~;;;;;;~~ ~ Plotted by: Scott Aug. 29, 2014 01 :18 PM Z:\CLIENTS\Studio-PAD\2509-Tabata-Carl sbad\B I-LH01-CDA.dwg PART I -GENERAL SECTION 02810 IRRIGATION SYSTEM 1.01 WORK INCLUDED -Work of this Section generally includes provision of an un<.Jeryround irrigation syslern including tt1e following· A Trenching, stockpiling excavation materials, and refilling trenches. B. Complete system including but not limited to piping, valves, fittings, t1eads, controller wiring and final adjustments to insure efficient coverage as determined by Consultant. C. Water Connections. D. Replacement of unsatisfactory materials. E. Clean up, inspection, and approval. F. Tests. 1.02 REFERENCES A. Perform Work in accordance witt1 reql1irernents of Conditions of the Contract and division 01 -General Requirements as well as provisions of all applicable laws, codes, ordinances, rules, and regulations and the standards described in City of Carlsbad Lamlscape Manual. B. Conform to requirements of reference information listed below except where more stringent requirements are shown or specified in Contract Documents. 1. American Society fur Testing and Materials (ASTM)-Specifications and Test Methods specifically referenced in this Section. 2. Underwriters Laboratories (UL) -UL Wifes and Cables. 1.03 QUALITY ASSURANCE A. Special Requirements: 1. Tolerances -Specified depths of pressure supply lines and laterals and pitch of pipes are rniriimurnc,. Settlement of trenches is cause for removal of finish grade trec:1trmmt, refilling, recornpaction, ami repair of finish grade treatment. 2. Coordination With Other Contracts -Protect, maintain. and coordinate Work witt1 Work under ott1er Sections. 3. Damage To Other Improvements -Contractor shall replace or repair damage to grading, utilities, soil preparation, seeding, sodding, or planting done under other Sections during work associated with installation of irrigation system at no additional cost to Owner. 4. Work involving substantial plumbing for installalion of backflow prevenlers, copper service and related work sllall be executed by licensed a11d bonded plumber(s), performed in accordance with prevailing codes and regulations. 5. Work involving connection to, inslaflation, or extension of 120 volt or greater elec.:tric.:al service, shall be executed by a licensed and bonded electrician, performed in accordance with prevailing codes and regulations, 1.04 SUBMJTTALS -Prepare and make submittals in accordance with conditions of the Contract. A. Submil all products to Owner for approval. B. Controller Drawings 1. Provide one controller drawing for each automatic controller installed. a. Controller drawing may be same size reproduction of record drawing, if scale permits fitting inside controller door without folding drawing. If photo reduction prints are required, keep reduction lo maximum size possible to retain full legibility. b. Controller drawing shall be blueline print of actual "as-built" system, st1owing area covered by that controller. c. ldentify area of coverage of each remote control valve, lJSing a clistinctly different pastel color for each zone. Highlighl heads, lateral piping, and control valves. d. FoJJowing review of co11troller drawings by Consultant, herrnelically seal each drawing between two layers of 20 mil thick clear plastic. e Controller drawings shall be completed and approved by Consultant prior to final completion wc.1lk-tt1rough of irrigcJtion system. f. Attach approved controller drawing to inside of each controller door using self-adtles[ve Velcro strips. C Operation Mamial: See Section 01700 Contract Closeout, Paragrapt1 1 .07, for description and timing of Operation Manual submittal. Include tile followinu information: 1. Index sheet stating project name, and listing company, address. phone number and contact person of Owner, Landscape Arcllitect and Contractor, including Primary Subcontractors. D. Record Drawings (As-Builts): ·1. Irrigation As-Built Drawings are required by the Engineering and Planning Divisions of tile City of Carlsbad. Tt1e Landsc<ape Architect shall prepare the 'As- Built' plans from dirnensions provided by tt1e contractor as described below 2. At onset of irrigation installatior1 Contractor shall secure Mylar sepias of original irrigation design froin owner. Make blueline or blackline prints for every week on Project. At end of every dc1y, revise prints for Work accomplished that day in red ink. As-built sepias shall be brought lip-to-date at close of working day on every Friday by a qualified draftsperson. A print of record pla11(s)st1all be available at Project Site. Indicate zoning and non-pressLire piping changes on as-builts. Upon completion of Project submit for review, prior to final acceptance, final set of as-bL1ilt mylar sepias ta tt1e Lands<.:ape Arcl1ilect and owr1er. Dirnensio11 from two permanent points of reference (building corners, sidewalk, roctd intersections or permanent structures), location of the following items: a. Connection to existing water lines. b. Routing of pressure supply lines (dimension every ·100 feet along routing). c.:. Electric control valves. d. Quick cOL1pling valves. e. Drain valves. f. Gale valves. g. Air release valves. ti. Drip line blowout stubs. i. Control wire routing (if not with pressure supply llne). j. Cornmunicatior1 Cable routing. k. Other related equipment as directed by ConsLiltanl. 3. Consultant will nut certify any pay request submitted by the Contractor if the as- built drawings are not current, and processing of pay reqL1est will not occur until as-builts are updated. 4. Prior to scheduling walk-through for substantial completion, Contractor to submit all as-built inforrnation to Consultant for approval. 2. Mm1ufacturer Techr1ical Manual for contrullers. 1.05 DELIVERY, STORAGE, anti HANDLING -Deliver, unload, store, and handle materir.ils, pack<:1fJi11g, bundling, produc.:ts, in dry, weatlierµroof. wutecµmof condition ir1 mwir1er· to prevent r.iam~ge, tmiakage, deleriomtion, i11t1·usion, ignition, and vanclaliscn. Deliver in original u11ope11ed pm:kagi11g <:011lainers prominently dis(Jl8yi11g m<111ufacture1· nwne, volu111e, quc111tily, cor1ler1ts, instructions. amt co11for111a11ce to local, state, ci11d federal law. Relllove und replace cracked, Uroker1, or co11twniuc1tecJ items oc elements pre1m1ILirely exposed to rnoislur·e, i11cle111e11l weather, snow, ice, trnnperc1ture extr-e1nes, fire. or job site dmnage. A. rlc.1ndH11g of PVC Pipe -Exercise cme i11 handling, loadi11g and stori11g of PVC pipe. All f:ivc pipe st1all be transported in a vehicle which allows length of pipe to lie flat so as not to su!Jjed it to u11due bem.ling or c011ce11tra!ed external loads. All sections of µiµe t/1c.1t liave been dented or dmnaged shall De discardec!, cmd if installed, stiall be removed ,.md replc1ced with new piping. 1.06 JOB SITE CONDITIONS A. PrnlecliOll of P1ope1ty: ·1. Preserve and protect all trees. plants. rnom11ne11ts. structures, and p;::ivec! areas from da111age due to 1/Vork of tliis Section, In tile event damage does occur, all drn11oue to imllli111ate items shall be completely repaired or replaced to satisfaction of Owner. All injury to living plants shall be repaired by Ovmer, a11d all costs of sucti repairs shall be charged to a11d puid Uy Co1itrnctor. 2. Protect builllings, walks, walls. and other property from damage. Barricacle open lcenches. Damage caused to asplwlt, concrete, or other builcling material surfaces st1a!I be repaired or replaced at no cost to Owner. Restore disturbed meas to original condition. B. Existing Trees: ·i. All tre11ct1i11g or otl1P.r Work under limb sprP.ad of any ~111<! all trees shall be clone by !rnnd or by ot1·1er 1nethocls so as lo prevent damage to limbs or brnncl1es. 2. Where it is necessary to excavate acJjace11t to existi11g trees, use all possible care to avoid injury lo trees and tree roots. Excavation. i11 mec1s wher8 two inct1 anci lmger roots occur. slwll be done by lmnd. Roots two inct1es or larger in diameter, except directly in the patll of pipe of conduit, stiall be tunneled Linder and shall be f1e8viJy wrnpµed wit/1 llurl~ip to prevent scmri11g or excessive Uryi11g. Wllern a trencl1i11g machine is operated close to tree;; l1cwing roots snmller than tv/0 inche;; i11 diwneter, wall of trern:t1 udj~ce11t to tree st1E1II be licind trirnrned, mc.Jking clec.J11 cuts t11rougl1 roots. Roots 011e inc/1 and larger i11 dirnr1eter shall be painted 1Nit!1 two cr)at-s of "Tree Seal". Trendies adjnce11t tu tree;; st1all I.Je closed within 24 l1ours, mid wtie11 this is riot possible, sidc1 of tr·em:11 adjacent to t,ee st1all bo ki;,JJt st1mled witl1 r11oiste11ed llL1rlaµ or canvas. B. 1.07 Existing Trees: 1. All trenching or other Work under limb spread of any and all trees shall be done by hand or by other methods so as to prevent damage to limbs or branches. Where ii is necessary to excavate adjacent to existing trees, use all possible care to avoid injury to trees and tree roots. Excavation, in areas where two inch and C D. 2. larger roots occur, shall be done by hand. Roots two inches or larger in diameter, except directly in the path of pipe of conduit, shall be tunneled under and shall be heavily wrapped wtth burlap to prevent scarring or excessive drying. Where a trenching machine is operated close to trees having roots smaller than two inches in diameter, wall of trench adjacent to tree shall be hand trimmed, making clean cuts through roots. Roots one inch and larger in diameter shall be painted with two coats of "Tree Seal". Trenches adjacent to trees shall be closed within 24 hours, c:ind when this is not possible, side of trench adjacent to tree shc:iH be kept shaded with moistened burlap or canvas. Protection and Repair of Underground Lines 1. Request proper utility company to stake exact location (including depth) of all underground electric, gas, or telephone lines. Take whatever precautions are necessary to protect these underground lines from damage. In the event damage does occur, all damage shall be repaired by Contractor, and all costs of such repairs shall be paid by Contractor unless other arrangements have been made. Replacement of Paving and Curbs -Where trenches and lines cross existing roadways, paths, curbing, etc., damage to these sha/J be kept to a minimum and sha!/ be restored to original condition as deemed acceptable by Owner's Representative. WARRANTY/GUARANTY -Contractor shall warrant materials against defects for a period of one year from date of Substantial Completion. Contractor shall guarantee workmanship for similar period. Contractor shall be responsible for coordinating material warranty items with manufacturer/distributor. A. Settling of backfilled trenches, which may occur during guaranty period, shall be repaired by contractor at no expense to Owner, including complete restoration of damaged property and landscape improvements. B. Expenses due ta vandalism before substantial completion shall be borne by Contractor. C. Owner or Representative Maintenance Campany will maintain turf and planting areas during warranty period, so as not to hamper proper operation of irrigation system. 1.08 MAINTENANCE A. Furnish the following maintenance items to Owner prior to final Acceptance: 1. 2 Sets of special tools required for removing, disassembling, and adjusting each type of sprinkler head and valve supplied on this Project. 2. Two 6-foot valve keys for operation of gate va!ves or stop and waste valves (if applicable). 3. 2 keys for each automatic controller. 4. 5 sprinkler bodies of each size/type used. PART II -PRODUCTS 2.01 MATERIALS: A. General Piping: 1. Potable Water Pressure Supply Lines (downstream of backflow prevention units) -Schedule 40 (1" -2 112"). 2. Non-pressure Lines ◄ Schedule 40. 3. Drip Tubing (3/4") -Netafim Techline CV In Line Emitter Tubing. 4. Emitter tubing (1/4") -Hardie EHD 0437-DURA-POL Hose. 2. Blow-Out lubing ("!/2") -Sa/co½" Air~ PVC flex hose B. Plastic Pipe 8nd Fitlini;_Js: ·t. Identification Markings: CL All pipe to be ider1tified wilt1 followir1g indelible markings: 1) Manufacturer's mune. 2) Nominal pipe ~ize. 3) Sclleclule of clc1ss. 4) Pressure n,1ti119. S) NSF (National Sanitalion Foumi~ition) seal of approval. G) Ocite of ext1usio11. 2. Solvent Weld Pipe -Manufactured from virgin polyvinyl ctiloricJe (PVC) co111pouncl in accordance willl ASTM D:224·1 am! ASTM 0"1784; cell clc1ssificc1tion !2454-B, Type 1, Grade 1. a. Fittings -Stand:.i1·d weight, Schedule 40, injection molderJ PVC; <.:omp!ying with ASTM D 1784 and D24GG, cell classifiGalion 12454-8. I) Threads -Injection rnolcled type (where required). 2) Tees and ells -Side gatecJ. b. Tt1rea(Jed Nipples -ASTM 02404, Schedule 80 with mo!(lecl tl1reacls. c. Joilit Cerllent and Primer -Type as reco1n111ended by 111c111ufa1durec ol pipe and fillings. C. Low P,·essure/Volume Sysle.111s· ·t. E111itter Tubini;.i 01s indicated on c!rawings. 2. Drip Tubing -Manufciclured of UV resistant IJexibJe vinyl c))Jofide compound conforrni11Q to ASTM 0·1248. Type ·\, Class C, CutegDry 4, P 14 and ASTM 03360 for PE 1221110. 3. Fillings -As rer~ommendecl by tuDing 111anufa<.:turer. 4. Drip Valve Assembly -Type and size st1owr1 on drawings. a. Wye Strnine1 -Plas!ic/fillfffQlass constrL1ctio11 with 200-inesh J1ylo11 screen, rncmufaclurcd by F~ainbird Products, Inc. Size as noted on c!rawi11gs. b Control Valve -2 way, solenoid pilot operated type made of sy11tt10lic, non-corrosive material; di8pl1ragm activated and slow closing. Include freely pivoted seat seal; retained (mounted) witl1out attact1ment to clic.1pllrng m. c. Pressure Reducing Valve -Plastic construction with pre-set pressure regulatio11 arid sized for zone flow rate. Ma11ufactureli LJy Netofirn Products. D. Copper· Pipe Hild Fillings: 1. Coµper Pipe-Type 'K' t1ard le111perecl. 2. Fillings~ Wrougt1t copper, solder joint type. 3. Joints -Solde(ecl wi!/1 solder, 45% silver, 15% copper, ·10% zinc, arid 24% cadmium and solidus al ·1·125' F r.111d liquids al 1·145' F. E Gate Valves: ·1. Gate Valves for 3/4 incl1 tllroug/1 2-·1/2 Inch Pipe -Brass construclion; solid wedge, JPS threads, and 11on-risi11g stern witli wheel operating ll~1ndle. 2. Gate Valves for 3 ir1ch an(l Larger Pipe -Iron boc1y, biass or tJrnnze mountecl AWWA gate valves willl a elem waterway equal to full r1or11irial (1ia1neter ot valve; rul.Jber gasket or 1r1ecllar1kal joint-type only. Valves st1all lie al.Jle to wit!1stwic! ~1 conlim1ous working µressure of 150 PSI .::mcJ be equipped will\ a squc1re oµernting nut. F. Valve Boxes: !. Gate Valves, Dcip Line Blow-out Stubs, a11d Wire Stub Box -Carson #9 l U-I U-4 w/ non-bolt dovm cover. 2. 3/4 luct1 through 2-lnc!i Control V.::ilves -Carson #14·19-12-338 w/ bolt clown r::over. 3. Oriµ Vcllve Assemlllies -Carson # 1419-12-3B w/ Doll down cover. 4. Conlrol Wiring Splices -Carson #9 IO-·\ 2-38 w/ !Jolt Liown cover. 5. Master Vo1lve -Heclrn1gula1· wit/1 extensiar1 (see cor1slructior1 cletciils). 6. Provide stc1inless sleel bolls for valve box covers wt1ere requiied mid i11dicateli O:JbOVC. G. Electrical Control \Niring: Plotted by. Scott Aug. 29, 2014 01.18 PM Z.\C LIE NTS\Studto-P AD\2509-T abata-Carlsbad\BI-LH01-CDA.dwg 1. Low Voltage: a. Electrical Control Wire -AWG UF UL approved No. 14 gauge direct bmial copper wire for all control wires, and No. 12 gauge direct burial copper wire for all common wires. b. Wire Colors: 1) Control Wires -Red. 2) Common Wires -White. 3) Master Valve Wires -Blue. 4) Spare Wires -Green (labeled at terminations). 5) Future Wires -Same as control and common wire (labeled al terminations). Control wire connections and splices shall be made with 3M direct bury splice, Rain Bird Pentite connectors, or similar dry splice method. 2. High Voltage -Type required by local codes and ordinances, of proper size to accommodate needs of equipment serviced. H. Electric Control Valves -As indicated on drawings. 1. Sprinkler Heads -As indicated on drawings. Fabricate riser/swing joint units in accordance with details on Drawings -with riser nipp!es of same size as riser opening in sprinkler body. J. Controller ◄ As indicated on drawings. K. Emitters and Emitter Components -As indicated on the Drawings. J. Sprinkler Heads -As indicated on drawings. Fabricate riser/swing joint units in accordance with details on Drawings -with riser nipples of same size as riser opening in sprinkler body. PART 111 -EXECUTION 3.01 INSPECTION -Examine areas and condilions under which Work of this Section is to be performed. Do not proceed with Work until unsatisfactory conditions have been corrected. A. Grading operations, with the exception of final grading, shall be completed and approved by Owner prior to staking or installation of any portion of irrigation system except sleeving. 3.02 PREPARATION A. Staking shall Occur as Follows: 1. Mark with powdered lime or marking paint, routing of pressure supply line and flag heads and control valve locations for first series of zones as directed by Landscape Architect. Contact Landscape Architect 48 hours in advance and request review of staking. Landscape Architect will review slaking and direct changes if required. Staking review does not relieve installer from coverage problems due ta improper placement of heads after staking. B. Install sleeving under asphalt paving and concrete walks, prior to concretlng and paving operations, to accommodate piping and wiring. Compact backfill around sleeves to 95% Standard Proctor Density within 2% of optimum moisture content in accordance with ASTM 01557. C. Trenching -Trench excavation shall follow, as much as possible, layout shown on Drawing. Dig trenches straight and support pipe continuously on bottom of trench. Trench bottom shall be clean and smooth with all rock and organic debris removed. Pressure supply line trenches shall be over-excavated as required to allow for bedding material. Trench depth shall be uniform as required to meet minimum depth requirements for type of piping. 1. Clearances: a. Piping Smaller than 3 Inches -Trenches shall have a minimum width of 7 inches. b. Line Clearance -Provide not less than 6 inches of clearance between each line and not less than 12 inches of clearance betvteen lines of other trades. 2. Pipe ancl Wire Deptll: a. PreSSlHe Supply Pipir1g -"l8 i11ctles frorn top of pipe. ll. Non-pressure Piping (drip m1:1in laterals) -·12 inct1es fro111 toµ of pipe. c. No11-pressu1·E.J Piping (ct1•iµ e111iller tubing ~uKl sicJc laten:ils) -12 i11cl1es from top of pipe. d. Control \/I/iring -Side am.I bottom of pressure supply line. 3. Boring will br;.1 permitterJ only wtiere pipe must µ,1ss wider obstruction(s), wt1id1 cannot be removed, am! must be upproved by consulta11t if not specifically indicated 011 constJLH.:tion c!rawir1gs. Final der1sily of bc-1c.:kfill sl!all rnatcll tt1al of surrnundir19 soil. Use of sleeves of suilallle ciiameler is acceptable if inslalle(! first by jackiflg or bori11g, Hll(I µipe Jui(! tllroug/J sleeves. Ot;surve sarne precautions as though pipo were installed in open trench. 4. r{efer to drawings for sleeving schedule .:111cl sizing requirements. 5. Install vertiG'1/ piping ~ls required to re~1cl1 correct pipi11g (!r;ptri w/1e11 i:ileeving into vmlled planters, 3.03 INSTALLATION -Locale other equiµ111e11t as near as JJOssible lo locations designated 011 construction clrm•1i11gs. Deviations strnll be approved by Consultant prior to instc1llatio11. A. PVC Piping I. Sr1ake pipe in trench c1s 111ucll as possible to 01llow for" exµw1sion and contraction. 2. Wtum pipe laying is 11ot in progr·ess, or at end of eact1 t!ay, close pipe ends willl tight plug or cap. (Perform work ill accordance wilJi good f.Hactices p1·ev8ili11g in pipi1\g trades]. 3. Cuor·dirmte pressure supply line installation witt1 required beddi11g operations. 4. Stcike all ~1bove grade PVC piping JJ8f details, 5. Use 45" ells wt1en mcJkir1g perpemlicular crossings of above grade PVC piµir19, lo depress botto1t1 pipe. G. Lay pipe and make all plastic to plastic joints in accordance witl1 111anufacturer's recommendations. B. Drip Tubing ·1. lnstull fitting connoctions per rnam1f::1cturc!'s rocl'..lmmcnrJ□tions. 2. lnstc1!1 c!rip tubing on !tie surf.::1ce as cletailed. Only intake anci exl1m1st rmmifolc.Js shall be installed below grmle at 12" deep, v1itl1 Jiser C:Hid cidapter assemblies exteJl(Jing to gracJe leveJ. 3. Tubinu sl1all be installetl in parallel, evenly spacetl rows as intlicaletl on Ille drnwings. Distance between rows strnll not deveiatc more then l" from rnw to row. 4. St8ple tubing to soil surface at rninirnum of 3' on ceriter or as detailed. 5. lnstc1II drip line blowout stubs at all deacl ends of drip h1bi11g. 6 Any deviations from drip tul,e muling showr1 or1 drawings 1m1sl be aµpmved by Consultant prior to installation. Any ctrn.r1,;_ies exceedi119 a 5% inccease in tile length of tile (!rip tu!Jillg, or tt1e lie i11 fJiacemenl of the pvc:/poly adapter indic'1lE3d on !lie drawings /llust be clpproved by Ille Consultant prior lo installation. C. Control 'IViring I. Low 1/oltage WirinQ' 8. Bwy co11trol wiring between controller and electric valves in pressure supply line trenches, witt1 wires cu11siste11tly located below oJll(J to one side of pipe, on lop of inilic1I pipe lleddi11g, or iri separc1te trer1ches. D. Bw1tlle all 24 volt wires al 10 foot interl/als will! electrical or duct tc1pe. c. ProvicJe rn1 exprn1sio11 loop al pressure supply li1ie ai1gle fillings, every electric control valve location (in valve box), aml at 111inimum 500 fee( intervals. Form expw1sio11 loop by wrnpping wire at lccJsl 8 tunes around a 3/4 inch piµe unc! withdrawing µipe. d. Make splices anci electric cor1trol valve connections u~inQ Rai11bircl Pe11tite connectors or simila1 d1y sp!ir;e method. e. l1istaH control wire splices not occurr-ing at control valve in a seµarc1le splice valve box. f. Install one control wire for eacll control valve. K. 3.04 D. E. F. G. H. I. g. Run two spare #14-1 control v1ires from controller pedestul to lcist eleclric 5. control valve oµen1ted by controller 011 each and evet y leg of pressure sllpµly line. Label sµare wires at co11trn!ler and wire stub Uox. Loop a mi11ir11u111 of 24" fr"orn ::111 spare wires i11si(Je every coi1lrul vc!lve box oparatec! by controller. ti. F{un all future control v1ires from controller pedestal to point indicated on (lrawi11gs. Coil a minimum of ten ( 10) feet cJt termination and i11stall in 10'' round valve box. Label all wires at termination. 2. High Vullclge 1/Viring fo1· Automatic Controller a. Provide 120 volt power co1\llectio11 lo mitumatk controller. 120 volt power cormeclion 1nust be macJe by a licensed Eleclrici2:Jr1. Co11t(o/le( ·1. Install controller in cJccorclance with manufacturc1Js instrnctions c1s cietailed and wt1ere shown on Drawings. 2. Connect remote control valves to controller in numerical sequence ~1s st10v111 011 Drawin9s. 3. Fina! location of controller shc1ll be aµprnved by Co11sL1lta11t prior to installcition. 4. Each controller shall be grnL111clecl µer the NEC. 5. Above grou1icJ coriduit st1all be rigid galva11iz:ed with c1pprop1iale filli119s. Below gruum! comluit shall IJe scl1ecJule 40 PVC. Electric Control Valves 1. Install cross t1andle 2 inches llclow finisl1ecl grnde where shown on Drawings and as deto1iled. 2. Wlien grnupcd togethec, allow al least ·12 inctrns between valve box sides. 3. Install eact1 remote control valve i11 a sepurnte valve box. 4. l11stall i11cliviclL1al vc1lve box flusti with gr·acte. 5. Wt1en parallel to roml1Nay, sidewalk, or other per1rnment ele1ne11l or structure, contrul valve and box lo be installed µerµe11dicula1· to ele111enl or st1 uc.:ture, spaced equally. Drip Valve Assemblies -Install drip valve c.1sse1nbly as delailed and as described above in the section titled "Electric Control Valves'. Sprinkler Heads ·1. !nslcill sprjnk!cr /1eads where designated on Omwings or where staked. Spacing of t1eads shc!ll not exceed tile maxirnum indicated or1 Drawing u11less re-stc1ked cis directed t>y Consultm1t. 111 no case sl1all tlie spacing exceed 1mixirrn1rn reco1n1ne,1ded by 1nanufacturer. 2. Set plumb to finis/1 grade as c!etc1iled. Install t1eacls on double swi11g-joi11t risers of schedule as (!etailec!. Angled r1ipµle relative to nor1-JJl"OSSl1fo line shall be no mace than 45 c!cgrees or less ttwn IO degrees. Adjust tieads to co1-rect height cJfter soci is ir1stc1llecl. 2. Adjust part circle hmids for proper coverage. Plant placement shall not interfere with intended sprinkler head coverage, piping, or olher equipment. Consultant may request nozzle ctmnues or acljustments without adclitio11al cost to the Owner. 3. Install sprinkler llem!s 3" from curbs and sirJewalks, 12" fro1n vertir;al su1faces such as walls and fences. Valve Boxes: ·1. ll1slall 011e valve t>ox for each type of valve i11stallecl 85 clet~tiled flusll wit/1 g1ade for all soclcJed aceas. a11cl ·112" al.Jave grade for 0:1!1 seEoded areas. 2. Valve box exte11sio11s are not acceµlable except for· rnaslcr valve. 3. Install grnvel sump after compaclion of all trenches. Valve box to rest on gravel su111µ. Place Fir1al portion of gcave! inside vcJ,ve box after valve box is backfilled am! cornpactec!. Gate Valves -Install where sl1own 011 Drawings as detailecl. J. Ernillers -Install as detailed at U1e quanlilies indicated on the cirawi11gs for· eac/J tree withi11 drip zo11es as supplemental watering. Control Wiring: L. M. N. 1. All control wiring to be laid to bottom and side of pressure supply line trench. Separate wire trenches will not be allowed unless approved by Consultant prior to installation. Backfilling -Do not begin backfilling operations until required system tests have been completed. Backfill shall not be done in freezing weather except with prior approval by Consultant. Leave trenches slightly mounded to allow for settlement after backfilling is completed. Trenches shall be finish graded prior to walk-through of system by Consultant. 1. All pressure supply lines shall be bedded with construction grade sand 4" below 2. 3. 4. invert of pipe, to 6" above top of pipe and width of trench. Materials -Excavated material is generally considered satisfactory for backfill purposes after completing bedding requirements. BackfiJJ material shall be free of rubbish, vegetable matter, frozen materials, and stones larger than 2 inches in maximum dimension. Do not mix subsoil with topsoil. Material not suitable for backfill shall be haulecl away. Contractor shall be responsible for providing suitable backfill if excavated material is unacceptable or not sufficient to meet backfill, compaction, and final grade requirements. Do not leave trenches open for a period of more than 48 hours. Open excavations shall be protected in accordance with OSHA regulations. Compact backfill to 90% maximum density in 6" lifts, determined in accordance with ASTM D155-7 utilizing the following methods: a. Mechanical tamping. b. Puddling or ponding. Puddling or ponding and /or jetting is prohibited within 1 0'-O" of building or foundation walls. Piping Under Paving: 1. Provide for a minimum cover of 24 inches between the top of the pipe and the 2. 3. 4. 5. bottom of the aggregate base for all pressure and non-pressure piping installed under asphattic concrete or concrete paving. Piping shall be bedded with construction grade sand or squeegee -6 inches betow pipe to 6 inches above pipe and width of excavation. Compact backfill material in 6--inch lifts at 95% maximum density determined in accordance with ASTM 01557 using manual or mechanical tamping devices. Set in place, cap, and pressure test all piping under paving, in presence ol consultant or Owner prior to backfilling and paving operations. Piping under existing walks or concrete pavement shall be done by jacking, boring, or hydraulic driving, but where cutting or breaking of walks and/or concrete is necessary, it shall be done and replaced at no cost to Owner. Obtain permission and prior approval to cut or break walks and/or concrete from Owner. Water Supply and Point of Connection -Water supply shall be extended as shown from water supply lines. FIELD QUALITY CONTROL A. B. C. Owner to be notified to observe all testing and before anything is backfilled. Flushing -After piping, risers, and valves are in place and connected, but prior to installation of emitters, quick coupling valves, and air release valves, thoroughly flush piping system under full head of water pressure from dead end fittings. Maintain flushing for 5 minutes through furthermost valves. Cap risers after flushing Testing -Conduct tests in presence of Consultant. Arrange for presence of Consultant a minimum of 48 hours in advance of testing. Supply force pump and all other test equipment. ·J. After backfilling, and installation of all control valves, quick coupling valves, drain valves, and air release valves, fill pressure s~1pply line wlth water, and pressurize to 40 PSI over the designated static pressure or 120 PSI, whichever is greater, for a period of 2 hours. 2. 3. 4. Leakage, Pressure Loss -Test is acceptable if no leakage or loss of pressure is evident during test period. Leaks -Detect and repair leaks. Retest system until test pressure can be maintained for duration of test. Aqua Commercial Irrigation 810 Los Val!ecitos Blvd., Suite 204 San Marcos, California 92069 Ph: (760)750-1900 Fax: (760)750-1999 Before D. E. 3.05 3.06 final acceptance, pressure supply line shall remain under pressure for a period of 48 hours. Walk Through for Substantial Completion: 1. Arrange for Consultant's presence a minimum of 48 t10urs in advance of walklhrough. 2. Entire system st1all be completely installed and operational prior to scheduling of walk-tt1rough. All sodded areas are to lie complete witt1 tiead t1eight and valve boxes adjusted accordingly. 3. Operate each zone in its entirety for Consultant at lime of walk ttuough and open all valve boxes. 4. Consultant stmll generate a list of items to be corrected prior to Final Completio,i. 5. Furnish all materials and perform all Work required to correct all inadequacies due to deviations from Cor1trc1ct Docur111:mts, and <els directed Uy Consultant. 6. During walk-tl1rough, expose all drip emitters under operations for observation by Consultant to demonstrate that they are performing and installed as designed; prior to plc1cing of all rnulcll material. Sct1edule separate walk-tt1rougtl ii necessary. Walk-Through for Final Completion: 1. Arrange for Consultant's prnsenGe a rninirnurn of 48 tiours in advance of walk UJroL1gl1. 2. Operate each z:one identified as deficient at substantial completion wa[k through for Consultant at tirne of firml completion W2:Jlk tt1rougt1 to insLire correction of all incomplete items. 4. Items deemed not acceptable by Consultant st1all be reworked to complete satisfc1ction of Co11sult~ml. 5. If after reqL1est to Consultant for walk-through for Final Completion of irrigation system, Consultant finds items during walk through wt1ich have not been properly adjListed, reworked, or replaced as indicated on list of incomplete items from SL1bstanti<.1I completion walk-tt1roui;Jt1, Contractor shall be ctmrged for ull subsequent walkthroughs. Funds will be withheld from final payment and/or retainage to Contractor, in amount equal to additional lime and expenses required by Consultant lo conduct and document furtt1er w8lk-l/1rougt1s as deemed necessary to insure compliance witt1 Contract Documents. ADJUSTING -Upon substantial cornpJetion of installation, "fine-lune" entire system by regulating valves, adjusting piltterns and breilk-up arms/screws, and setting pressure reducing vc1lves or throttling control valve flow controls at proper pressure to provide optimum and efficient coverage. Flush and adjust all sprinkler lleads for optimum performance and to prevent overspray unto walks, roadways, and buildings as much as possible. Heads of same type shall be operating at same pressure+/-7%. A. If it is deterrnined that irrigc1tion adjustments will provide proper and more adequate coverage, make such adjustments prior to Final Acceptance, as directed, at 110 additional cost to Owner. Adjustments may also include ctianges in emitter spacing and sizes, and control valve tt1rottling. B. Areas whict1 do not conform to designated operation requirements due to unautt1orized changes or poor installation practices shall be immediately corrected at no additional cost to the Owner. CLEANING -Maintain continuous cleaning operatiun tt1rougt10ut the duration of Work. Dispose of, off-site at a legal durnpsite and at no additional cost to Owner, all trash or debris generated by installation of irrigation system. END OF SECTION 02810 IRRIGATION MAINTENANCE SPECIFICATIONS Irrigation Maintenance Specifications A. Over Head (Spray) and DriJJ Irrigated Areas 1. Scheduling: Grass and stlfub areas stiall be irrigated as often as necessary, st'1ying within locc1l drougt1t restrictions, to rnaintain tlealtt1y growH1 and appearm1ce. lrrigcition times stloL1ld be sctieduled for early morning hours (3:00 AM to 6:00 AM) whenever possible to reduce disease problerns. Weltering schedules st1cJII be controlled by tt1e Et based Control System. A qL1alified person shall be responsible for oµernting and scheduling the irrigation control boxes along with the duties of adjusting controllers, observir1g the distribution of water, and making rninor 2. 3. 4. 5. adjustments to correct any problems witl1in tt1e system. On turf, water should not be applied at a rate higher than the infiltralior1 rate of Hie soil. If runoff still occurs, frequent and shortened water cycles should be scheduled, programmed to avoid run-off. Soil sampling at o~ to 8" depths at several locations ttlrouglloi1! property st1all be done biweekly to check for adequate moisture. Hand watering of localized "brown areas" strnll be done wt1en necessary. Weltering sct1edules shall be mrm1ged so as not to coincide witt1 herbicide applications, rnowings, or ottier events tt1at may interfere witt1 the use of ttie facility. Records st1all be maintained to record precipitation rates and monthly irrigation scheduling. These include: precipitation rates, day, time, and length of watering for eact1 st'1tion (valve) for eclch cor1troller. Copies of suct1 records st1all be provided to Owner. B. Trees, Shrubs, GroLH1dcovers, and Vines stlall be checked weekly for mlequate water requirements. Conditions suct1 as: wilt, color change, vigor, stress, growth rate and plant turgor should be monitored and adjustments st1all be made as necessary. Conduct a review of the drip systems in operation if plant material appears stressed in an isolated area. Repair and/or replace drip lubing as necessary. C. System Maintenance 1. The irrigation system shaJJ be maintained for oplimunl performance by: cleaning, adjusting all sprinkle1· noz:zles, wye and bc1sket strainers, drip emitters c1nd screens for proper coverage (t1ead to !lead or beyond) and to reduGe overspray onto sidewalks and pavement. 2. 3. 4. Weekly inspections of the irrigation system while in operation st1ould be made during the warmer months (May '1 st thrOL1gh September 15ti1), and biweekly in ott1er spring 8/ld full rnonttrn to detect uny malfw1ctio11ing of the system. All malfunctioning equipment shall be repaired prior to the next scheduled irrigaliori. All replacement heads and ott1er equipment shall be of the sa111e manufacturer, type, and application rates. 7/24/2014 IRRIGATION SPECS ~ • • w 1-- <( 0 z 0 c.o (V) < I (V) < C) N Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No. LH01-P Scale: 1"=20' Drawn: ACI Ll-6.01 Checked: PAD APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD m PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: TABATA 10 El Camino Real l-----l----t--------------------1-----1--------l---l----l 1-AP_P_Ro_v_ED_'_,_w,-="-='_: 1,·"-4-1 ~::i..::~:::!..::!::..!.,J..Li__ __ _ I"~-(..,:,E;J,\-.,JJ PLANNING j. '-f-,--t I DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: RVWD BY: PROJECT NO. CT 06-13 DRAWING NO. 472-?L -O') N co c:, '<:I" ...... c:, N -U) -s::: (I) E ::, (.) 0 C s::: 0 ·--(.) ::, ... -U) s::: 0 u E ..c ::, en >, -·-u ..c: :;. I TREE SCHEDULE: GENERAL PLANTING NOTES: KEY BOTANICAL NAME COMMON NAME FORM STAKE/GUY DETAIL NO. QUANTITY· SIZE WOCULS COMMENTS Double Alb Ros Afbizia ju!ibrissin 'Rosea' Mimosa Tree Standard 2, 3/LP-5.01 18 -24" Box Low -stake 1. Refer to planting details and specifications for additional planting information. Cal!istemon viminalis Weeping Bottlebrush Double 2, 3/LP-5.01 17 -24" Box Med Cal Vim Standard - 2. Consult with site superintendent, appropriate agencies, and Drawings to verify existing locations of underground utilities, stake 3 -36' Box pipes and structures. Take sole responsibility for costs incurred due to damage of these utilities, pipes, or structures if proper Eucalyptus sideroxylon Red lronbark Standard DoubJe 2, 3/LP-5.01 19 -24" Box Match existing to the nortl1 & south Euc Spp -stake verification by Contractor was not performed. Double 3. Do not willfully proceed with planting operations when it is obvious that unknown obstructions and grade differences exist that Jae Mim Jacaranda mimosifolia Jacaranda Standard 2/LP-5.01 16-24" Box Med -stake may not have been known during the design process. Bring these conditions imlllediately to the attention of the Owner's Double Authorized Representative for resolution. Assume full responsibility for costs incurred due to lack of providing such Liq Sty Uquidambar styracinua American Sweetgum Standard 2, 3/LP-5.01 21 -24" Box Med - slake notification. Double 4. Coordinate other contractor's work related to proper execution of Contractor's work. Lop Con Lophosternon confertus Brisbane Box Standard stake 2, 4/LP-5.01 51 -24" Box Med - 5. Obtain approval of final grade certification from Owner prior to beginning planting operations that certifies that rough grades Afghan Pine Standard Double 2, 3/LP-5.01 17 -24" Box Low are within 1110th of an inch from specified grades. Ensure that finish grade elevations of planting areas are set to the proper Pin Eld Pinus eldarica 4 -36" Box -stake elevations relative to the finish surfaces of paving, utility covers, and curbs. Double Med Pis Chi Pistachia chinesis Chinese Pistache Standard 2/LP-5.01 46 -24" Box 6. Existing site soil may be used in planting areas, however, it may need to be amended as indicated in the horticultural soils stake report. Should import soil be necessary to bring site to specified finish grades, indicate source location. Ensure that import soil is of a sandy loam nature, containing no toxic chemicals or elements that might inhibit or retard normal plant growth. Submit soil test results of import soil to Owner's Authorized Representative for approval prior to delivering soil to site. SHRUB SCHEDULE: 7. Submit representative photos of each tree species to Owner's Authorized Representative for approval. Trees of a similar WOCULS QUANTITY COMMENTS species and variety are to have matching form. SYMBOL BOTANICAL NAME COMMON NAME SIZE FORM SPACING DETAIL NO, ® 8. Plant material must be approved by Owner's Authorized Representative prior to installation. Plant material installed without Acacia redolens NCN 1 gal. 10' O.C. 5, 6/LP-5.01 Low 15 -Owner's Authorized Representative's approval may be subject to removal and replacement with related costs borne by Contractor. (iii) 9. Final locations of plant materials are subject to approval of the Owner's Authorized Representative prior to installation. 5 gal. Low 15 Acacia redolens NCfl -10'0.c. 5, 6/LP-5.01 - Perform the following before beginning planting pit excavation: a. Shrubs -place in containers on-site in "final" locations. 0 Arbutus unedo 'Compacta' Dwarf Strawberry Tree 1 gal. 5' o.c. 5, 6/LP-5.01 Low 36 -b. Trees -stake or flag centerpoint of tree. - c. Container Pots -locate pots prior to planting. @ Arbutus unedo 'Compacta' Dwarf Strawberry Tree 5 gal. -5' o.c. 5, 6/LP-5.01 Low 37 - 10. Notify Owner's Authorized Representative in sufficient lime to perform a required site observation visit. Refer to specifications for specific site visit notification tasks and times. Insufficient notification time given Owner's Authorized Representative may © Calliar1dra tweedi[ Brazilian FJame Bush 1 gal. 5' o.c 5, 6/LP-5.01 Med 8 - require the site visit to be canceled, or possibly, make Contractor responsible to compensate Owner's Authorized Representative for overtime. @ 5 gal. 5' o.c. 5, 6/LP-5.01 Med 9 Calliandra tweedii Brazilian Flame Bush -- Furnish plant material free of pests, poor condition, or disease, including pre-selected or "tagged" plant material provided by 11. @ Owner's Authorized Representative. Ceanott1us 'Concha' Wild Lilac 1 gal. -8' o.c. 5, 6/LP-5.01 Vlow 119 - 12. After fine grading operations have been completed and prior to beginning soil preparation, take a minimum of (3) horticultural soil samples where soil conditions or plant types vary, i.e. turf, shrub, slopes, etc. Soil samples are to be collected and tested @) Ceanothus 'Concha' Wild Lilac 5 gal. -8' O.C. 5, 6/LP-5.01 Vlow 117 - by a qualified soil testing laboratory (current member of the California Association of Agricultural Labs and pre-approved by the City.) and a written report prepared which will include but not be limited to the following: @ Ceanothus 'Concha' Wild Lilac 15 gal. 8' o.c. 5, 6/LP-5.01 I/low organic matter content -3 -a. b. N, P, K @ C. pH Ceanothus g. h. 'Yankee Point' Wild Lilac 1 gal. -8' o.c. 5, 6/LP-5.01 V Low 82 - d. EC e. soil texture (silt, clay, sand) ~ Ceanothus g. h. 'Yankee Point' Wild Lilac 5 gal. 8' o.c. 5, 6/LP-5.01 V Low 89 - f recommendations for soil amendments, leaching, fertilization, planting backfill mixes and maintenance. Submit a copy of the report to the Owner's Authorized Representative and the City. These requirements shall be incorporated @ Cistus 'Sunset' Rockrose 1 gal. -6' o.c. 5, 6/LP-5.01 Low 149 . into the soil preparations. 13. If conflicts arise between actual size of planting areas on-site and those areas indicated on Drawings, contact Owner's @ Cistus 'Sunset' Rockrose 5 gal. 6' o.c. 5, 6/LP-5.01 Low 167 -- Authorized Representative for resolution. Failure to make such conflicts known to Owner's Authorized Representative in a timely fashion may result in Contractor's own liability to relocate plant materials. @ Cistus 'Sunset' Rockrose 15 gal. -6' o.c. 5, 6/LP-5.01 Low 2 . 14. Ensure that turf areas are separated from groundcovers and shrub areas with specified edging -refer to Drawings. @ 15. Triangular space groundcovers and shrubs, unless indicated otherwise on Drawings -refer to planting details. Cotoneaster lacteus Cotoneaster 1 gal. -8' O.C. 5, 6/LP-5.01 Low 13 - 16. Provide a representative example of a typical tree slaking and guying (if any) installation for Owner's Authorized @ Representative review before performing tree staking and guying (if any) operations -refer lo planting details. 5 gal. 5, 6/LP-5.01 Cotoneaster lacteus Coloneaster -8' 0.C. Low 14 - 17. Excavate plant pits lo specified dimensions per planting details. 18. Do not plant trees closer than 4-feel to fixed edge such as sidewalks and walls unless indicated otherwise on Drawings. ® Heteromeles arbutifolia Toyon 1 gal. -6' o.c. 5, 6/LP-5.01 Low 62 - 19. Ensure that top of tree rootballs are set 2" above finish grade and shrub rootballs are set 1" above finish grade. @ 20. Install plant material with its best side facing predominate view of public. Heteromeles arbutifolia Tayan 5 gal. -6' o.c. 5, 6/LP-5.01 Low 65 - 21. Provide the required setbacks between trees and elements such as utilities, i.e. gas, electric, sewer, water and related vaults, streetlights, fire hydrants, and signage. ® Heteron1eles arbutifolia Tayan 15 gal. -6' 0.C. 5, 6/LP-5.01 Low 4 - 22. Replace or repair existing materials that are damaged by Contractor during planting operations. CD 1 gal. 30" o.c.l 5, 6/LP-5.01 92 23. Verify property lines prior lo commencing planting operations. Lantana 'Spreading Sunshine' Yellow Trailing Lantana -triar1gular Low - 24. Refer to City and County standards for standard landscape plans and specifications, where applicable. 30" o.c.l @ Lantana 'Spreading Sunst1ine' Yellow Trailing Lantana 5 gal. triangular 5, 6/LP-5.01 Low 93 -25. Keep turf 2' clear of tree trunks. Apply wood mulch in this buffer zone. ® Photinia fraseri Frnseri's Red Tip Photinia 1 gal. 10' o.c. 5, 6/LP-5.01 Med 40 - WOOD MULCH SCHEDULE: @ Pholinia fraseri Fraseri's Red Tip PhoLinia 5 gal. -10'0.c. 5, 6/LP-5.01 Meci 43 - 1. Mulch these planter areas with a 3-inch deep layer of wood mulch: 0 Pittosporum tobira 'Variegata' Variegated Tobira 1 gal. -42" o.c. 5, 6/LP-5.01 Med 33 - A. Shrub areas. B. Groundcover areas. ® Pittosporum tobira 'Variegata' Variegated Tobira 5 gal. -42" o.c. 5, 6/LP-5.01 Med 33 - 2. Mulch Type: "Forest Floor (2" minus). ® Rhus ovala Sugar Bush 1 gal. -10' o.c. 5, 6/LP-5.01 VLow 81 3. Supplier: Aquinaga Fertilizer (949) 786-9558. @ Rhus ovala Sugar Bush 5 gal. -10' o.c. 5, 6/LP-5.01 Vlow 91 - 4. Comments: Provide Owner's Authorized Representative with (1) baggie of mulch for review and approval prior lo placement of mulch. @ Sugar Bush 15 gal. 5, 6/LP-5.01 Rhus ovata -10' o.c. Vlow 14 5. Refer to the Landscape Planting specification for additional mulch information. TREE ROOT BARRIER SCHEDULE: SYMBOLS LEGEND: 1. Provide root control barriers for trees planted within 5-feet of a hardscape edge such as paving, walls, curbs, steps, etc. " Indicates Vine c,,-----Center Line 2. Type CP18-2. Install per manufacturer's specifications. @ Quantity of Plants in Planting Area --e----Property Line 3. Mfg: Century Root Barrier (800) 480-8084 ~ Indicates Tree Type --Limit of Work Line 4. Length: 10' long, refer to manufacturer's specifications. Indicates Tree Quantity -Indicates Tree Size ----Malchline 5. Comments: -®= Indicates Vine Type A. Set top of barrier a minimum of 1/2" above finish grade and below surface of wood mulch or turf. B. Refer to the Landscape Planting specification for additional root barrier information. Indicates Vine Quantity Indicates Vine Size (\ Align C. Alternatives may be submitted for review. D. Refer to detail on Sheet LP-5.01. Note: Plant quantities shown on plans are for contractors convenience and reference only. xx" Indicates Tree Box Size Contractor is responsible to provide all plant material required to conform to specified plant spacing. xx' BT Indicates Palm Brown Trunk Height Plotted by: KC-SPAD Aug. 29, 2014 11 21 AM S:lz_ProJects\LH01-2013_ TabatalsPAD\'P' (Production)ILP-101-LH01.dwg GROUND COVER SCHEDULE: SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING DETAIL NO. WOCULS QUANTITY COMMENTS l'~I Baccharis pilularis 'Pigeon Point' Dwarf Coyote Brush Flats 12" o.c. 7/LP-5.01 Low 16,470 sf Install continuous below all adjacent shrubs. l~I Carex Tumulicola Berkeley Sedge Plugs 16" o.c. 7/LP-5.01 Med 8,742 sf Install continuous below all adjacent shrubs. I •. ·1 Myoporum parvilolium 'Pink' Pink Myoporum 1 gal. ' ..... ' ... ..... 12' o.c. l/LP-5.01 low ·106,300 sf fnstafl continuous below all adjacent shrubs. i:~':(~~?~:1 _, .-• ,-' ,--, r' Rosrnarinus o. prostrata Rosemary 1 gal. 36" o.c. 7/LP-5.01 Low 8,016 sf Install continuous below all adjacent shrubs. 1· : '. : I Marathon II Turt Sod --Med/Higll 3,694 sf - VINE SCHEDULE: SYMBOL BOTANICAL NAME COMMON NAME SIZE DETAIL NO. WOCULS QUANTITY COMMENTS Macfadyena unguis-cati Cal's Claw Vine 1 gal. 8/LP-5.01 Med 46 - " 1/LP-5.02 8/LP-5.01 Macfadyena unguis-cati Cat's Claw Vine 5 gal. Med 47 - " 1/LP-5.02 EXISTING VEGETATION Symbol Description Botanical Name EX (16) Existing trees lo be remain -Protect in place CV: Callistemon viminalis (-) EU I+: Eucalyptus spp. Pl: Pinus spp SM: Schinus rnolle ------' I ' I EX ' I \ I \ I I ExisUng trees to be removed. \ (-) I \ I \ I ' I ' I ------ Nole: Caliper diameter of all existing trees on site are between 6 inches lo 18 inches. Caliper diameler of existing trees shown on this plan are between 12 inches to inches. Slopes 6:1 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 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 the specific seed mix for City approval prior to application. The cover crop shall be applied at a rate and manner sufficient to provide 90% coverage within thirty (30) days. Type of reinforced straw matting shall be as approved by the city and staked to the slope as recommended by the manufacturer. I I i:li Reinforced straw matting shall be required when planting occurs between August 15 and April 15. The cover crop and/or !"> t 1 i r·t ~ frl\~ ,;,··~;~ ~i.\ ":1 reinforced straw mat shall be used the remainder of the year. t,, ., f: i• ~ n ·i,:,;':i/:;µ_ ~ i. 1 f "· ·' . b. Standard #2 --Ground Cover ~~ • : L. J ' ,,; f~ ~-. 1· ~~..;·,, · "J.' ·,_,JI '.~11 r, -~, 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 lo provide full coverage within one year). c. Standard #3 --Low Shrubs Low spreading woody shrubs (planted from a minimum of 2-3/4 inch liners) shall cover a minimum of seventy (70%) percent of the slope face (at mature size). d. Standard #4 --Trees and/or Large Shrubs Landscape Architecture 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. 92 Argonaut, Ste. 270 Slopes --6:1 or steeper and: Aliso Viejo, CA 92656 a. 3' or less in vertical height and are adjacent to public walks or streets require at minimum Standard #1. T: 949.770.8530 b. 3' to 8' in vertical height require Standards #1 (erosion control matting shall be installed in lieu of a cover crop), #2 and #3. www.studio-pad.com c. In excess of 8' in vertical height require Standards #1 (erosion control matting shall be installed in lieu of a cover crop), #2, Job No.: LH01-P #3, and #4. Scale: NONE Drawn: PAD Areas graded flatter than 6:1 require Standard #1 (cover crop) with temporary irrigation when they have one or more of LP-0.01 the following conditions: Checked: PAD 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. APPROVED FOR IRRIGATION ANO c. Identified by the City as highly visible areas to the public or have special conditions that warrant immediate treatment. PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP. DATE PLANTING REVIEWED BY: SCHEDULES INSPECTOR DATE CTf] CITY OF CARLSBAD ~ 3 PLANNING DIVISION 1 LANDSCAPE IMPROVEMENT PLANS FOR ~1<DS~p<-1 'vQ ""'" r, & 11, "'c--so TABATA 10 ~'i s-~ ,, "' "' ,:. I!?{, "' ~ ~ i{' ~ 0 ✓ ~ .... > Slij,1':llU1C f--z{' 2-o [(, I APPROVED: 1~1 I "\ ,;;.~~z:turr_ .. lf, ~\ /4 "1-'r . 1-\ ,.f'/'~ 1~ .. ,,_, ,'?-: PLANNING -1r: ii-," 0 0FcALl'o OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE IMJTIAL DATE INITIAL REVISION DESCRIPTION CHKD BY: CT 06-13 472-?L OESIGMER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: Expiration Dute: -C) N 00 0 "<t' T""" 0 N -en -s:: Q) E ::J 0 0 C s:: 0 :.:; 0 ::J ... -en s:: 0 u ca :t:: ·-E .c ::J en > :t:: u ..c: ~ Plotted by: PAD-sPAD Jul. 26, 2016 02:02 PM As-built: Three less tristania planted due to conflict with existing plant material April 27, 2016 As-built: Three less tristania planted due to conflict with existing plant material April 27, 2016 As-built: mow curb returns earlier due to conflict with existing plant material April27,20t6 As-built: Due to conflicts with existing shrubs & ground covers three (3) less tristania trees were not installed April 27, 2016 5 24" As-built: installed concrete mow curb per plan at property line . April 27, 2016 Lop Con 3 24" // As-built: mow curb installed at wall comer with no added planting or __ j irrigation to the south of property line April 27, 2016 S:lz_Projects\LH01-2013_ Tabata\sPADl'P' (Production)ILP-101-LH01_AS-Buill.dwg Screening, at lots 11-13, to be fully addressed as appropriate. ~ ,(//),_ -Sign•"llll __ 'j•lf-_2-cp I Ken,"...\ P>k ., -";, _ 1:lf~.;=-/ .ql't,OFCAI. Expiration Date: New plantings proposed in existing vegetation areas are supplemental only. Contractor shall adjust planting layout in the field accordingly, as approved by the city. Existing trees/landscape shall be protected in place where possible. NOTES: 1. Refer to Sheet LP-0.01 for Planting Schedules and Notes. 0 10' 20' 40' r-i .. , ---- Scale: 1' = 20' 2. Erosion control requirements per the slope re-vegetation notes to be addressed as appropriate. PLANTING PLAN Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No. : LH01-P Scale: 1"=20' Drawn: KHC LP-1.01 Checked: PAD APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil r• ·RGE· 007 EXP. l/·J(.z~1v Rt.A REVIE~E~ ~y;'. \ f:?Jex:,\ Cy t::J\~i: INSPECTOR DATE ___ --_--_·--------l---l---1-------1--=----I-I S24HEET I CITY OF CARLSBAD ~1 PLANNING DIVISION L.!!_j ~==-============"===='. LANDSCAPE IMPROVEMENT PLANS FOR: TABATA10 I APPROVED, ··-', ___ • 1,1 r. ·='-=1--~•~~ ~L C:.t--t:::.1I ,.,'i\- PLANNING 7-'2-'t -11,e, DATE INITIAL DES1GNEROFWORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWNBY: CHKDBY: RVWDBY: PROJECT NO. CT 06-13 ~~~- DRAWING NO. 472-?L cs:, ..... =-..... N co C) .. I-...I -::, al u, <( \ ' Pin Eld 2 36" Plotted by: PAD-sPAD Jul. 26, 2016 02:02 PM Pin Eld 1 24" NOTES: 1, Refer to Sheet LP-0.01 for Planting Schedules and Notes. Erosion control requirements per the slope re-vegetation notes to be addressed as appropriate. 2. S:\z_Projects\LH01-2013_ Tabata\sPAD\'P' (Production)\LP-101-LH01_AS-Built.dwg New plantings proposed in existing vegetation areas are supplemental only. Contractor shall adjust planting layout in the field accordingly, as approved by the city. Existing trees/landscape shall be protected in place where possible. Pin Eld 7 24' Expiration Date: DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION / ,, ---Boundary Line 0 I ! 10' Ii CalVim 2 24' Pin Eld 2 I 24• Alb Ros 2 24' Pin Eld 5 24' 20' Scale: 1" = 20' PLANTING PLAN Notto Scale Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No. : LH01-P Scale: 1·=20· Drawn: KHC LP-1.02 Checked: PAD 40' APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT' P-£ ;;f /2,U~,t;; I > , -RGJi. 10&7 EXP. ,f,?(Zo/f< L-A- REVIE=Y/f /~ Gt-€J\.A INSPECTOR 7-?t, -Zo/(; DATE CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: TABATA10 ~--+-----+--~1---------- I APPROVED: ft~ Ct::~-~¼\-1--Z-'i-i<.e PLANNING DATE IN!TIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWNBY: PROJECT NO. DRAWING NO. CHKDBY: CT 06-13 472-7L RVWDBY: co .... =-.... ~ c:, .. I-...I -:, m ti) <C Plotted by: PAD-sPAD Jul. 26, 2016 02:02 PM S:lz_Projects\LH01-2013_ Tabata\sPAD\'P' (Production)\LP-101~LH01_A$-Buill.owg ------!\'·---- NOTES: 1. Refer to Sheet LP-0.01 for Planting Schedules and N~tes. 2. Erosion control requirements per the slope re-vegetation notes to be addressed as appropriate. ------!'/--------~----\',-~ s --' -•' --,,,. _ _____.::_ ;c-f.'.":..~l~--=• _ -.=--:::.' ~-~';:-" -.=_ .;;,;~j ~-C='J;,_:C .. _1:~ -----------//-~-------------','/---- Boundary Line I ~-r Afbioo I 3 24" 0 Pin Eld 2 24' New plantings proposed in existing vegetation areas are supplemental only. Contractor shall adjust planting layout in the field accordingly, as approved by the city. Existing trees/landscape shall be protected in place where possible. Notto Scale Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949. 770.8530 www.studio-pad.com Job No. : LH01-P Scale: 1·=20• Drawn: KHC LP-1.03 Checked: PAD 10' 20' 40' APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. Scale: 1" = 20' PLANTING PLAN "AS BUILT' /:J,; tl a_,,vo/S:--' EXP. Jf-3/-7-o I,'( REVIEWE~ ~,d0. C:[ t:l\...i>t\- lNSPECTOR CITY OF CARLSBAD DATE PLANNING DIVISION !---+--+----------------_ -_ -_ -_ -_ -_ t-,-----t--r--r-==1 LANDSCAPE IMPROVEMENT PLANS FOR: TABATA 10 APPROVED: PLANNING Expiration Dale: DATE INITIAL OES1GNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWNBY: CHKOBY: RVWDBY: PROJECT NO. CT 06-13 DRAWING NO. 472-7L co ..-=-..- N ca C) Plotted by: PAD-sPAD Jul. 26, 2016 02:01 PM \ ' \ / / Lop Con 5 24" \ \ \ Easef(lent -- S:\z_Projects\LH01-2013_ Tabata\sPAD\'P' (Production)ILP-101-LH01...AS-Bullt.dwg I Expiration Date: I ' I ( i / / /! I I / 0 10' 20' 40' Ii I Scale: 1' = 20' ~ NOTES: 1. Refer to Sheet LP-0.01 for Planting Schedules and Notes. Notto Scale il Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949. 770.8530 www.studio-pad.com Job No. : LH01-P Scale: 1·=20· Drawn: KHC LP-1.04 Checked: PAD APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" 7-26 Zo/?, DATE PLANTING PLAN DATE ------------CITY OF CARLSBAD PLANNING DIVISION !-----+----+---------------------f-------,~--t----+------ LANDSCAPE IMPROVEMENT PLANS FOR: TABATA 10 --------------- -------------------- ······-·+--- ------+--- ····-------····-------+-.. ···-APPROVED: ~ • &; E:l,L.,#-7'-'2-'1 -µ,,, ---------j---------------j---PLANNING . ----- DATE DESIGNER OFWORK REVISION DESCRIPTION OWNBY: I PROJECT NO. DATE INITIAL DATE INITIAL CHKDBY: CT 06-13 OTHER APPROVAL CITY APPROVAL RVWDBY: I DRAWING NO. 472-7L co .... --.... N co C .. I-..J -::, al U) ,II( LEGEND 1. Edge of paving, sidewalk, wall or curb 2. Shrub or groundcover plant 3. Locate plant equal distance from each other. Spacing per Plant Legend. 4. 1/2 of plant spacing distance -12" min. 2 01=-: • • • • 0 1 \0 I \ • •---• 0 • • • • • • • • TRIANGULAR SPACING 2 • • • • • • • • • • • • SQUARE SPACING PL-GC--01 .dwg 7 SHRUB/GROUNDCOVER SPACING Scale: N.T.S. LEGEND 1. Vine. 2. 3" deep water basin. 3. Fence, wall, or post. 4. Finish grade. 5. Plant tablets -refer to Specifications for quantity. 6. Amended backfill. 7. Undisturbed native soil. 8 VINE PLANTING 2x rootball width NOTES A. Refer to planting specifications for additional information. B. Set vine as close to footing as possible. PL-Vl-01 .dwg Scale: NTS LEGEND 1. Shrub -center in pit. 2. 3" deep water basin. 3. Finish grade. 4. Amended backfill. 5. Plant tablets -quantity per specifications. 6. Undisturbed native soil. NOTES A. Refer to planting specifications for additional information. B. Set rootball 1" above finish grade. --....,..,==~~/,·~_ •••• ~ ••• ~_-,_...-g....-=-". /_., );% _:·: .. :. v,c~ Rootball . -~ . ~~ ~ ~ •, ~~* '~, -%~ 2x rootball width 5 SHRUB PLANTING LEGEND 1. Shrub -center in pit. 2. 3" deep water basin. 3. Amended backfill. 4. Plant tablets -quantity per specifications. 5. Undisturbed native soil. 6. Original finish grade of slope. r Undisturbed finish grade. 8. Maximum 1 to 1 slope. 8 r~ 'c c'v.Y vJ ,'c , ~Xy,. PL-SH-01.dwg Scale: NTS NOTES A. Refer to planting specifications for additional information. B. Set rootball 1" above finish grade. C. Erosion control fabric shall be installed on slopes to control erosion while plants establish. c""~ ~ -v~c, u VJ c)!:3 . ....______ 'I::} "1".k'---\.v-J._.,~ ' -~~ ;:; Rootball ,;:: :,;' . "'~ ~~ 2x rootball width PL-SH-02 .dwg 6 SHRUB PLANTING (on Slope) Scale: NTS Plotted by: KC-SPAD Aug. 29, 2014 11:22 AM S:\z_Projects\LH01-2013_ Tabata\sPAD\'P' (Production)\LP-501-LH01.dwg LEGEND 1. Tree -center in pit. 2. Tree ties. 3. 2" dia. x 10' Lodgepole Pine stake -keep clear of root ball. 4. 3" high water basin. 5. Plant tablets -quantity per specifications. 6. Original finish grade of slope. 7. Undisturbed native soil. 8. 12" deep layer of amended backfill. 9. 3" high native soil pedestal. 10, Non-amended backfill. 11. Maximum 1 to 1 slope. 2x rootball width NOTES A. Refer to planting specifications for additional information. B. Erosion control fabric shall be installed on slopes to control erosion while plants establish. Prevailing Wind --- PLAN VIEW PL-TR-03 .dwg 3 TREE PLANTING (Double Stake· Slope) Scale: NTS LEGEND 1. T ristania conferta -center in pit. 2. 1-1/2" dia. schedule 40 galvanized steel pole -paint "Dark Green". Locate pole away from public view where possible. 3. Tree ties -min. (3) per tree. 4. Finish grade. '° f-.- ~ +I NOTES A. Refer to tree planting details for planting information. B. Keep turf 24" clear of trunk -mulch this area and keep 3" clear of trunk. PLAN VIEW View PL-TR-10 .dwg 4 TREE STAKING (Tristania conferta) Scale: NTS LEGEND 1. Tree -center in pit. 2, Tree ties. 3. 3" deep water basin -no basin in turf areas. 4. Guy as required to support tree -(3) min. at 120". 5. 1/2" white PVC "warning" sleeves. 6. Finish grade. 7. Steel guy anchors. 8. Plant tablets -quantity per specifications. 9. 12" deep layer of of amended backfill. 10. Undisturbed native soil. 11. Rootball -set 2" above finish grade. 12. 3" high native soil pedestal. 13. Non-amended backfill. 5 2x rootball width NOTES A. Refer to planting specifications for additional information. B. Keep turf 24" clear of trunk -mulch this area and keep mulch 3" clear of trunk. 2 PL-TR-01 .dwg 1 TREE PLANTING (Guyed) Scale: NTS LEGEND 1. Tree -center in pit. 2. Tree lies. 3. 2" dia. x 1 0' Lodgepole Pine stake -keep clear of rootball. 4. 3" deep water basin -no basin in turf areas. 5. Finish grade. 6. Plant tablets -quantity per specifications. 7. Undisturbed native soil. 8. Rootball -set top 2" above finish grade. 9. 12" deep layer of amended backfill. 10. 3" high native soil pedestal. 11. Non-amended backfill. co 0 _, N c:, ' f-.- 2x rootball width NOTES A. Refer to planting specifications for additional information. B. Keep turf 24" clear of trunk -mulch this area and keep mulch 3" clear of trunk. Prevailing Wind --~ PLAN VIEW PL-TR-02.dwg 2 TREE PLANTING (Double-Staked) Scale: NTS PLANTING DETAILS Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No.: LH01-P Scale: As Shown Drawn: PAD LP-5.01 Checked: PAD APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: lflSPECTOR DATE ,------------t--+--+--------------J---f---f-----1-----1 ~ CITY ~!Nl~~~~SBAD ~ ;:LA=N:::D:::S:::CA::P~E,::IM:::P:::R:::0:::VE:::f,:::IE=N::T ::PLA==NS==:FO:::R:::: ========='-'===~ TABATA 10 I APPROVED: n::,)l l Lf, ~l..o±t 6} • <f -I -\' PLANNING Expiration Date: DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OWN BY: PROJECT NO. DRAWING NO. DATE INJT/Al DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: CT 06-13 472-?L -a, N 00 c:, '<:I" ..... c:, N -(/) -s:::: a, E :::::i (.J 0 Cl s:::: 0 :.::; (.J :::::i .... -(/) s:::: 0 <..> ra :i:: ·-E .c :::::i en ~ <..> ..c: ~ 7 centu roo ■ 1er SPECIFICATIONS: CP -SERIES: CP12-2, CP18-2, CP24-2, CP36-2, AND CP48-2. 90° 1/2"-3/4" RIBBED SIDE INTERLOCKING CONNECTION MATERIAL: POLYETHYLENE WITH ULTRAVIOLET INHIBITORS THICKNESS: .060 -.085 MATERIAL POLYETHYLENE THICKNESS .060 -.085 ASTM TEST PROPERTIES: METHOD TENSILE STRESS @ YIELD D638 ELONGATION @ BREAK D638 TENSILE MODULUS OF ELASTICITY D638 FLEXURAL STIFFNESS CANTILEVER BEAM TENSILE IMPACT ENVIRONMENTAL STRESS CRACK RESISTANCE HARDNESS, SHORE D - D747 D1822 - D1693 D2240 ,,----TREE TRUNK ~-CURB ,,-----CENTURY PRODUCTS ROOT BARRIER VALUE POLYETHYLENE COPOLYMER 4100 TO 4300 PSI 40% 150,000 PSI - 125,000 PSI 50FT. LBS/IN 2 - 1 HR. 68 SIDEWALK GRADE ~~ "-~4:·-.·~ ·.~ ..• , . ~ ~~ • . ' 4 • '. • ~ >,, = INNER 90° __J DEFLECTING RIBS ,,--, (i CENTURY PRODUCTS 1144 N. GROVE ST. ANAHEIM, CA 92806 TOLL FREE: 1-800-480-8084 PHONE: (714) 632-7083 FAX: (714) 632-5470 www.centuryrootbarrier.com FEATURES -FLEXIBLE TOP SAFETY EDGE -VERSATILE BARRIER FOR LINEAR OR TREE WELL APPLICATIONS -MANUFACTURED WITH 50% RECYCLED PLASTIC -RAISED 90° ROOT DEFLECTING RIBS 90° 1/2"-3/4" RIBBED SIDE INTERLOCKING PANEL CONNECTION ADJUSTABLE ANTI-LIFT POLYETHYLENE PANELS WHICH CAN BE SEPARATED INTO 1' SECTIONS ~-3-4" GRAVEL TREE WELL APPLICATION NOT TO SCALE LINEAR APPLICATION NOTTO SCALE NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS. 3. DO NOT SCALE DRAWING. 4. THESE DRAWINGS ARE NOT FOR CONSTRUCTION PURPOSES AND ARE FOR INFORMATION PURPOSES ONLY. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 5. TOLERANCES MAY VARY IN ORDER TO MAINTAIN THE INTEGRITY OF POST-CONSUMER MATERIALS, AND ASSURE THE MATERIAL STRUCTURE. WE MAKE NO OTHER WARRANTIES, EXPRESS OR IMPLIED, AND SPECIFICALLY DISCLAIM THE WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR 6. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info REFERENCE NUMBER 005-003A. RB-TR-CP-01 ,dwg LEGEND 1. Wall beyond. 2. 9 gauge galvinized guy wire. 114" x 2" galvinized eye screws set in lead shields (on landscape walls). Use adhesive/clear caulking vine-eyes on residential walls. 3. Attach primary espalier branches to guy wire with green nursery tie wire. 4. Espalier -prune lower branches as requird. 5. Finish grade. 30" ELEVATtON 1 VINE ATTACHMENT NOTES A. Coordiante vine support on-site with Owner's Authorized Representative. B. Attach major vine branches to wires. 30" PL-1/I-03 .dwg Scale: NTS lJ i; i;-· \\ .. ~~ 1,· 1),- s, :i-.U Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No.: LH01-P Scale: As Shown Drawn: PAD LP-5.02 Checked PAD APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" -m N 00 Cl ,q-..- Cl N -U) -C: Q) 8 6 CP-SERIES ROOT BARRIER PANELS -APPLICATION Scale: N.lS. 2 RCE EXP. DATE E ::::J 0 0 C C: 0 PLANTING REVIEWED BY: DETAILS INSPECTOR ~ CITY OF CARLSBAD 9 PLANNING DIVISION t---+--+--------------+---J----1---1---1 LANDSCAPE IMPROVEMENT PLANS FOR: TABATA 10 APPROVED: {"/4 , PLANNING DATE INITIAL OWN BY: PROJECT NO. DATE DATE m 1 4-'-f-l~ DRAWING NO. ·--0 ::::J .... -U) C: 0 u -(ti t: ·-E ..c ::::J en >--·-DESIGMEROFWORK REVISION DESCRIPTION u INITIAL DATE INITIAL CHKD BY: ½~~~~~-:'~~:":'~~~-~~~~~=~~~=~~~~~~~:"""'--------------------------------------.!;;;;;;;;;;;;;;;;~E,;pim;tio1;1Da;;le:;;;;;;:::;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~~~=;;;;;~;;~:;~;;;;;;;;;~~~~~~~;;~~~~~..C: .. :;;. Plotted by: KC-SPAD Aug. 29, 2014 11 :22 AM S:\z_Projects\LH01-2013_ Tabata\sPAD\'P' (Production)ILP-501-LH01.dwg OTHER APPROVAL Clrf APPROVAL RVWD BY: CT 06-13 472-?L LANDSCAPE PLANTING SPECIFICATIONS PART 1 -GENERAL CONDITIONS 1.1 Description: A. Work Included: 1. The work included in tl1ese specifications shall consist of the furnisl1ing of all labor, tools, materials, permits, appliances, taxes and all other costs, foreseeable and unforeseeable at the time of contracting necessary and appropriate for the installation of the accompanying drawings. 2. No deviation from these specifications or from the agreement or from the general conditions is authorized and no such deviation shall be made unless the written authorization, therefore signed by the Owner or his duly authorized representative, has been obtained in advance. 1.2 Interpretation of Plans and Specifications: A. The Landscape Architect will interpret the meaning of any part of the any plans and specifications about which any misunderstanding may arise, and his decision will be final. B. Should there appear to be an error or discrepancy in or between the plans, specifications & planting lists, the Contractor shall refer the matter to the Landscape Architect for adjustment before proceeding with the work. Should the Contractor proceed with the work without so referring the matter, he does so on his liability. 1.3 Quality Assurance: A. Quality of work: The Landscape Architect shall be notified at least two days prior to work commencement, by the Contractor and prior to inspection visits by the Landscape Architect. All work shall be done in a good workmanlike manner in accordance with all plans and specifications and best considered practice, shall meet with the approval of the Landscape Architect and Owner and shall be in accordance with the requirements of local building codes and laws. Any defective work will be redone at the Contractor's expense as directed by the Landscape Architect. B. Permits: The Contractor will be responsible for obtaining any and all necessary building permits from the city of other governmental authorities. C. License requirements: The Contractor shall carry necessary Contractor's California State License or Certificate for type of work listed, such as the Landscape Contractor's License. D. Insurance coverage: The contractor shall carry all necessary compensation and liability insurance to cover his workmen and work to protect the Owner from any possible damage suit or lien on the Owner's property in the course of the work by the Contractor and will show the Owner such evidence of above indicated insurance coverage prior to initiating work. E. Property, etc., Damage responsibility: 1. The Contractor is to protect at all times all existing utilities, structures, trees, plants and other features intended to remain on and adjacent to the job site and to repair or replace any damaged items in a neat and good workmanlike manner during and due to his work on the job and he shall assume all damage or injury that may result to all such property and/or to persons where such damage or injury is caused in connection with his work or is due to his negligence or to his leaving open or unprotected portions of streets or other property. 2. Should any part of the work under this contract be damaged by other contractors, the Contractor and party causing such damage shall make adjustments between themselves and not with the Owner relative to the repairs or reconstruction and payment for same. F. Knowledge of site: It is assumed that the Contractor has visited the site and familiarized himself as to the site conditions and shall have verified all dimensions as well as ascertaining the means of getting into the site and any other factors affecting the work. 1.4 Costs: A. Segregation of costs: At the time of execution of the contract, the Contractor shall furnish to the office of the Owner, for purposes of accounting and scheduling, a segregated cost schedule or breakdown of the contract price, listing the various components in the plans as well as unit prices of each component specified in a form satisfactory to form the Owner. These schedules shall also be used as the basis in formulating the progress payments to be made to the Contractor and these cost breakdowns shall be part of the contract. B. Extras or changes: Any extras or changes from the contract on the job shall have the prior approval of the Landscape Architect and must be approved in writing by the Landscape Architect and Owner. C. Increased costs: If the extra or change is to be done at at increased cost over and above the contract fee, the Owner shall sign the Contractors written request for such additional funds for extra work prior lo actually doing this work. 1.5 Product protection, storage and handling: A. Site condition: The Contractor, in the course of his work, is to keep the site in a neat and tidy condition as much as is practical so as not to disturb the normal usage of the surrounding areas by t11e Owner or by others. B. Site clearance: Upon completion of the work, the Contractor shall properly clean and tidy such work and the surrounding areas used by and remove any or all excess materials, dirt, debris from the site or to dispose of same as directed by the Landscape Architect. C. Owner's materials: During the course of the work, any materials, equipment and services may be provided by the Owner and used by the Contractor in the job, for such materials, equipment, and services, the Contractor is to give credit to the Owner at the standard current rate for such items. Such credit, if any, will appear in the final billing by the Contractor to the Owner. D. Plans and specifications: All landscaping including plants, ground covers, soil additives and other miscellaneous landscape items shall be provided and installed in strict accordance with plans and specifications prepared by Owner. E. Changes: The Owner shall have the right to make minor changes in the landscape design and installation to insure practicality of design and for aesthetic reasons at no additional cost. PART 2 -MATERIALS 2.1 Grading: Grade all areas by filling and/or removing surplus soil as needed to ensure proper grades and drainage as indicated on the plans. Unless otherwise noted, finish grade shall be below hardscape as follow: 2" for ground cover areas, 1" for lawn areas. 2.2 Moisture content: The soil shall not be worked when moisture content is so great that excessive compaction will occur nor shall it be so dry that dust will occur and form in the air or that clods will not break readily. Water shall be applied, if necessary, to provide ideal moisture content for tilling. 2.3 Weed removal: Weeds, plus bermuda grass, etc., shall be dug out from all planting areas by their roots wherever possible and removed from the site. Where necessary to discourage reoccurence of this material, the Contractor shall apply one or more treatments of a satisfactory chemical per manufacturer's directions in regard to concentration plus allowance of an ample period of time for effective performance prior to cultivation. The site shall be maintained in a weed and litter free condition during the maintenance period. Weeds shall be removed at frequencies adequate to prevent the maturation of weed seeds. 2.4 Plants: A. Inspection: Plants shall be subject to inspection and approval or rejection by the Landscape Architect at place of growth and/or the project site at any time before or during progress of work for size, variety, condition, latent defects and injuries. Rejected plants shall be removed from the site immediately. B. Conditions: Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect pests or their eggs and shall have healthy normal root systems, well filling their containers, but not to the point of being root bound. 2.5 Protection: Protect and maintain all plants from sun, drought, wind, theft, rain and heat at all times before and during planting operation. 2.6 Planting requirements for trees and shrubs: A. Plant materials in quantities and sizes specified shall, after grading operations, be spotted approximately as shown on the landscape drawings and are to be approved by the Landscape Architect before being removed from containers and excavating soil for planting. B. All backfill materials shall be mixed thoroughly on site before using. PART 3 -EXECUTION 3.1 Planting: A. Container-grown plants to be planted in plant pits two (2) times wider than plant container and a depth of twice the height of plant container. Plant crown to be slightly higher than its natural growing height after settlement. B. Prune plants as directed by Landscape Architect. C. All plants shall be watered immediately, before backfilling planting pits. D. All areas receiving plants and/or hydroseeding shall be moist to a depth of 6" at time of planting. E. Plant all plants 5' minimum from irrigation heads (slopes only). F. Scarify the sides of each root ball prior to planting if circular root is evident. G. Plant quantities on the plan are for the Contractors convenience and not guaranteed to be accurate. H. Plant symbols take precedence over quantities specified. 3.2 All work shall be as directed by Owner's field representative, who shall be appointed prior to the commencement of the work. 3.3 Contractor shall submit all material receipts to Landscape Architect. 3.4 Maintenance: A. Maintenance period shall not begin until entire installation is accepted by the Owner. B. Maintenance period shall be for the following duration: 90 days. 1. All plants and planting shall be guaranteed for the following durations beginning at the first day of the maintenance period. Trees and shrubs, 15 gallon and larger .... Shrubs, 5 gallon and smaller. ...... . Ground cover. ..... . Lawn ............... . 1 Year 90 Days 90 Days 90 Days 2. All dead, damaged or broken plant material, including sodded and seeded lawns and ground cover, shall be replaced at two-week intervals. C. Fertilize with 2 lbs. actual nitrogen per 1000 sq. ft. at end of each 30 days. Landscape Architect will specify type, depending on season. Perform last fertilizing at end of maintenance period in the presence of the Landscape Architect. PART 4 -PLANTING NOTES 4.1 Landscape Contractor shall repair and/or replace any damaged plant material which is damaged due to his negligence. 4.2 Landscape Contractor shall be backcharged for Landscape Architect's time in locating any landscape material as requested by the construction manager. 4.3 Landscape Contractor shall submit all amendment quantity receipts to construction manager and/or Landscape Architect for approval. 4.4 Contractor shall perform all fertilizing in the presence of the construction manager or Landscape Architect. See Soil Preparation Requirement, this sheet. 4.5 Contractor is responsible for maintaining all areas in a weed and debris free condition throughout the maintenance period. (See specifications). 4.6 Plant symbols take precedence over plant quantities. 4.7 All plants shall be protected against heat, sun, wind and frost during transportation to the site and while being held at the site. Do not store plants in total darkness for more than one day. 4.8 Wilted plant material shall not be planted or used on the project. 4.9 Do not damage plant root during transportation or planting process. 4.1 0 Plant material may be rejected at any time by the Landscape Architect due to condition, form or damage before or after planting. 4.11 Landscape Architect shall approve final placement of all trees, shrubs and vines prior to planting. 4.12 All surtace rock and debris 3" and larger shall be removed from planting areas and then from the site. 4.13 Crown of plant shall be slightly higher, after settling, than adjacent soil. 4.14 Prune trees as directed by Landscape Architect after inspection. 4.15 Remove water basins from all trees located in lawn areas prior to hydroseeding installation. 4.16 Any and all damage in new and existing paving caused by the Contractor shall be the responsibility of the Contractor and be repaired by the Contractor. 4.17 Install all trees and shrubs prior to planting of groundcover and/or hydroseeding. Expiration Dale: PART 5-HYDROSEEDING MATERIALS. 5.1 Seed: A. Label seed and furnish in sealed standard containers with signed copies of a statement from seed vendor certifying that each container of seed delivered is fully labeled in accordance with California State Agricultural Code and is equal to or better than requirements of this section. B. Contractor shall submit all seed labels and certification letter to landscape architect for verification and approval. C. Seed which has become wet, moldy or otherwise damaged in transit or storage will be rejected. 5. Fiber Mulch: A. Composed of green colored wood cellulose fiber containing no germination or growth inhibiting factors. B. Mulch is to be manufactured in such a manner that after the addition of seed, fertilizer, water and additives in a special 1,500 gallon slurry tank, the fibers and above materials will become uniformly mixed to form a homogeneous slurry. C. Weight specifications of this material from the suppliers and for all applications, shall refer only to the air dry weight of the fiber materials. Absolute air dry weight is based on the normal standards of the Technical Association of the Pulp Industry for wood cellulose and is considered equivalent to 10% moisture. Each package of the cellulose fiber shall be marked by the namufacturers to show the air dry weight content. D. Acceptable Manufacturer: Conwed. 5.1 Seed: A. Dry, organic powder hydrocolloid formulation. B. Hydrate and disperse in a mixing tank with circulating water from a homogeneous slurry, either alone or in combination with other materials. pH to be stable in presence of fertilizer. C. Application of soil and mulch tackifier to be made at a minimum rate of: a. Flat areas-80 pounds per acre. b. Sloped areas (3:1 or steeper)-120 pounds per acre. D. Acceptable Manufacturer: Ecology control-M Binder by Conwed. E. Chemical germinating additives shall be" Catalytic Pre-Emerge" or approve equal. F. Urea formaldehyde shall be a pelletized commercial fertilizer for hydromulch slurry. END Soil Preparation "For Bid Purposes Or1ly" Recommendation To the extent all new landscape areas should U1ornughly be tilled to a minimum 9" depth. DATE INITIAL For turf and ground cover planting, the following amendments should be uniformly broadcast and tt1orougt1ly incorporated to a minimum 6" depth by means of a rototiller or equal. AMOUNT/ 1,000 sq. ft. -4 cu. yds. Nitrogen stabilized organic amendment derived from redwood, firj or cedar sawdust. -200 lbs. agricultural gypsum -20-20-20 fertilizer The backfill mix for use around the rootball should be prepared as follows: • 6 parts by volume on-site soil -4 parts by volume nitrogen stabilized organic amendment -15 lb. 20-20-20 fertilizer Contractor to provide Soil Test from: Soil & Plant Lab 1594 North Main Street Orange, CA 92863 (714) 282-8777 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL PLANTING SPECIFICATIONS ~ 0 Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No.: LH01-P Scale: None Drawn: sPA□ LP-6.01 Checked: PAD APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD ~ PLANNING DIVISION 1 LANDSCAPE IMPROVEMENT PLANS FOR: TABATA 10 I APPROVED: PLANNING r-i;J Ly, tq!--C:±t q _ '1 · I-\ DWN BY: PROJECT NO. DRAWlflG NO. DATE INITIAL CHKD BY: CITY APPROVAL RVWD BY: CT 06-13 472-?L -O') N 00 0 -.:f' ...... 0 N -IJ) .... s::: Cl> E ~ u 0 C s::: 0 +:. u ~ ,_ .... IJ) s::: 0 (.) (.) ..c: ._ _______________________________________________________________________________________________________________________________________ _.:;; Plotted by: KC-SP AD Aug. 29, 2014 11 :22 AM S:\z_Projects\LH01-2013_ Tabata\sPADl'P' (Production)ILP-601-LH01.dwg \ \ ..... I J , I EL CAMINO REAL I , , ',' ·, f'; 'i' .} ;--;_ !; ("" Limit of Work s ' Limit of Work ) \ I I I ,I I '\ s f--,,lvv · -- LOT 23 PAD 99.70 PLAN IC LOT17 PAD 109.70 PLAN 3A L.__J-TT7_ /J/J \\''1, I s LOT 24 PAD 100.40 PLAN 3B LOTl6 PAD 111.00 PLAN 2RC = I I ' \ I I s Limit of Work s ' ' I ~--.-J v4=h,v~v vµ..L-,-,,, ! - ---co,2, ------------I PAD10l.10 LOT26 I PLAN 2RA PAD 102.00 I PLAN 3C I LOT15 PAD112.70 PLAN 3B I I I ' I I I I I LOT14 I PAD 11410 ~ , 66N2RA I I I I \ ;I / / I \ \I I I ·-..... . I -~\ , I I ',I I " LOT2 PAD 108.W 1 µ_.c+--l[>PLAII 2B lb+-1-'-r~-1C> _/. 1/, ~~--~~ LOT 3 PAD 113.30 PLAN 3B LOT 4 PAD 114.20 PLAN 2RC .-.. .. --. / . . ~ , . <.-., '• p ., . <:;i. '/ . --__ --1<.. ~--;:-i.:--=-:..:-=-·o,:~..=-:..:-=--=--=-1p1,~f5,ff,~~ I LOT5 PAD 115.30 PLAN 3A ==_=cc,_. I· . ~~ ~-ii,....~~~=--.=== J 0 -E 20' 40' Tabata 10 HOA/Common Area Tabata 10 HOA (Off site) Private (Right-of-Way) Private (Slopes) 80' Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No.: LH01-P Scale: 1"=40' Drawn: PAD M-1.01 Checked: PAD APPROVED FOR IRRIGATION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. Scale: 1" = 40' MAINTENANCE EXHIBIT RCE __ _ REVIEWED BY: INSPECTOR "AS BUILT" EXP. ___ _ DATE DATE ~ CITY OF CARLSBAD ~ r------------t----t---t------------------1----1------1---I-----J ~ PLANNING DIVISION ~ :=::==:,.==========='-===~ LANDSCAPE IMPROVEMENT PLANS FOR TABATA 10 I APPROVED: /<t:,J... l y:,M\-dt "1-*-1---\, PLANNING ExpicaLion Date: DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OWN BY: PROJECT NO. DRAWING NO. DATE INIT!AL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWO BY: CT 06-13 472-7L -0) N DO c:, ~ ..... c:, N -ti) -C: Q) E :::, 0 0 C C: 0 ·-0 :::, '--ti) C: 0 u -n:, ~ E ..c :::, en >, -u .c: ._ _______________________________________________________________________________________________________________________________________ _.:;; Plotted by: KC-SP AD Aug. 29, 2014 11 :22 AM S:\z_Projects\LH01-2013_ TabatalsPADl'P' (Production)\M-101-LH01.dwg