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Home My WebLink AboutDWG 472-7M; CT 06-13; TABATA 10; 01-24ABBREVIATIONS: AC Asphalt Concrete FD Floor Drain PA NC Air Condenser FON Foundation Pl AD Area Drain FF Finish Floor PIP ADA American with Oisabilites Act FFE Finish Floor Elevation PL AGG Aggregate FG Finish Grade POC ALIGN Alignment FH Fire Hydrant POVC APPROX Approximate FL Flow Line PREP ARCH Architect(ural) FOB Face of Building PSI FOC Face of Curb PT BC Bottom of Curb FOF Face of Finish PVC BCR Beginning Cur.ie Radius FOS Face of Step PVI BD Board FOW Face of Wall PVMT BF Bottom of Fence FS Finish Surface BL Base Line FTG Footing R BLDG Building RCP BM Benchmark G Gas RD BOC Back of Curb GA Gauge RE BOP Bottom of Pipe GALV Galvanized RECPT BOR Bottom of Ramp GB Grade Brake REF BOS Bottom of Slope GC General Contractor REINF BOT Bollom GFCI Ground Fault Circuit Interrupter REQ BS Bottom of Step GO Grid Origin REV BVC Beginning of Vertical Curve GR Grade RL BW Bottom of Wall GV Gate Valve RO ROW HB Hose Bibb RJW CAB Crushed Aggregate Base HC Handicap RP CB Catch Basin HDR Header CFS Cubic Feet per Second HORIZ Horizontal s Cl Cast Iron HP High Poinl SCH CIP Cast-in-Place HT Height sco CJ Contraction Joint SF CL Centerline ID Inside Diameter SHT CLR Clearance IJ Isolation Joint SIM CMB Crushed Miscellaneous Base IN Inch SPEC CMP Corrugated Metal Pipe IN\/ Invert SQ CMU Concrete Masonry Unit JB Junction Box STA co Cleanout JT Joint STD CONG Concrete STL CONT Continuous LB Pound STRUC LF Linear Fee ss DBL Double LOW Limit of Work TC DCJ Doweled Construction Joint LP Low Point DET Detail THK DF Douglas Fir MAX Maximum TOB DI Drain Inlet MECH Mechanical TOC DIA Diameter MED Medium TOS DIAG Diagonal MET Metal TBD DIM Dimension MFG Manufacturer TD DWG Drawing MH Manhole TF MIN Minimum TOR E East MISC Miscellaneous TS (E) Existing MOM Metalized Ornamental Metal TYP EA Each TW N Norlh ECR End Curve Radius NIC Not In Contract UNO EIFS Exterior Insulation and Finist1 System NO Number V EL Elevation NOM Nominal VERT ELEC Electrical NTS NotTo Scale ENCL EncJosure w EQ Equal QC On Center WI EQUIP Equipment OCEW On Center each Way W/0 EVC End Vertical Curve OD Outside Diameter WC EW Each Way OE Or Equal WI EWWM Eleclrically Welded Wire Mesll OPG Opening WP EX Existing OPP Opposite ws VICINITY MAP LOCATION MAP CITY OF OCEANSIDE PACIFIC OCEAN Planting Area Point of Intersection Protect in Place Property Line Point of Connection Point of Vertical Curve Preparation Pounds per Square Inch Poinl 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 Sheel 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 ofDrain Top of Fence ·y --,"I ~ ..,,,......,, " P,r/0' ~ u cosr4 · CITY OF ENCINITAS ROAo rn Not to Scale CITY OF VISTA L'Af:lr/C_ - --OCEAN-- ---.---- 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: Tien-Shin Shen email: tshen@ktgy.com CIVIL ENGINEER: Hunsaker & Associates 9707 Waples Street San Diego, CA 92121 T (858) 558-4500, F: (858) 558-1414 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: paduarte@studio-PAD.com CAM!No---:r HILLS DRIVE ROAD rn Not to Scale DRAWING INDEX: SHEET TITLE SHEET NUMBER TITLE SHEET 1 CONSTRUCTION SCHEDULES 2 CONSTRUCTION SCHEDULES 3 CONSTRUCTION PLAN 4 CONSTRUCTION DETAILS 5 CONSTRUCTION DETAILS 6 CONSTRUCTION DETAILS 7 CONSTRUCTION DETAILS 8 CONSTRUCTION DETAILS 9 CONSTRUCTION DETAILS 10 CONSTRUCTION SPECIFICATIONS 11 CONSTRUCTION SPECIFICATIONS 12 KEYMAP rn Not to Scale CONSTRUCTION SPECIFICATIONS 13 IRRIGATION SCHEDULES AND NOTES 14 IRRIGATION PLAN 15 IRRIGATION DETAILS IRRIGATION SPECIFICATIONS 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: PLANTING SCHEDULES PLANTING PLAN 18 19 1. Has been maintained in substantial conformance to the approved plans. PLANTING DETAILS 20 2. Is growing in a healthy and thriving conditiqn. PLANTING DETAILS 21 ' 3. All plantings required under Section IV.E of (he Landscape ' PLANTING DETAILS 22 ' Manual have been established as an effectiv'[:l surface erosion PLANTING SPECIFICATIONS 23 control. SITE LIGHTING COORDINATION PLAN 24 4. There is no evidence of excessive run off from the irrigation system causing a soil erosion problem. 5. As-built landscape plans for the bonded work shall be submitted to and approved by the City. 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 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 CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY: Peter A. Duarte ;/fi'J .,.---///' /<A..-4.A,V-=-PHONE NO: (949) 770-8530 REGISTRATION NO: 5067 EXPIRATION DATE: 08110116 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 ~,t,1..-d,,.;(;c" I z -5' -,Z:.,.,/ r PHONE NO: (949) 770-8530 REGISTRATION NO: 5067 EXPIRATION DATE: 08110116 BACKFLOW PREVENTER TESTING: ALLIRRIGATION 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:IN/WW.CARLSBADCA.GOI/ISERI/ICES/DEPARTMENTSIWATERJDOCUMENTSIRECYCLEDWATERBACKFLOWTESTERLIST.PDF FOR RECYCLED OR HTTP:/N/WW. CARLSBADCA. GOV/SERI/ICES/DEPARTMENTS/WA TERJDOCUMENTSIWA 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 FOR A 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: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AflD REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. COVER SHEET 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 REVIEWED BY: INSPECTOR DATE Top of Ramp Top of Step Typical Top of Wall 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. r---------t-----+--+-------------+---+--------t---+-----l I SH1EET I CITY OF CARLSBAD ~4 PLANNING DIVISION ~ :===:.============='...:::::=:::::; LANDSCAPE IMPROVEMENT PLANS FOR: Unless Noted Otherwise Vertical Vertical West With Without Water Closet Wrought Iron Waterproof Water Surface DI RT DIAL TOLL FREE 1 -800 -422 -4133 AT LEASf TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DATE INITIAL DATE INITIAL ExpiraUon Date: DESIGNER Of WORK REVISION DESCRIPTION OTHER APPROVAL T ABA TA 10 CASE RO MODELS I APPROVED: /ft_;) ~ l:c_c fd I -01f-IZ-v"!.1--r I PLANNING OWN BY: I PROJECT NO. I DRAWING flO. DATE INITIAL CHKD BY: CT 06-13 472-?M CITY APPROVAL RI/WD BY: z 0 -1-u :::> a:: I-en z 0 (_) a:: 0 LL l-o z • -LO 0 N ...... -.::t' ...... 0 N -~ s:: a, E ::::s 0 0 C s:: 0 ·--0 ::::s ... -(/) s:: 0 (_) .. -a, en -ta > e C. C. <( ta s:: ·-.. ____________________________________________________________________________________________________________________________ .. LL Plotted by: KC-SPAD Dec. 05, 2014 09:52 AM S:\z_Projects\LH01-2013_ TabatalsPAD\'M' (Models )\CS-001-LHO 1-M.dwg PAVING SCHEDULE: KEY DESCRIPTION COLOR [EJ Concrete Paving Natural @] Colored Concrete Paving [ED Stone Paving On Concrete at Lot 19 Cameron [EJ Stone Paving With Planted Joints at Lot 19 Match P-3 CEIi Stone Paving -CalArc at Lot 18 ~ Precast Paver (12x24) atLot18 Almond #1806 [EJ Pre cast Paver ( 12x24) at Lot 18 Cafe Brown #1807 Footnotes: FINISH Medium Topcast Match P-1 MFG./SUPPLIER Thompson Bldg. Materials Match P-3 Stepstone Match P-5 Match P-5 PATTERN Per Plan Match P-1 Per Plan Match P-3 Ashlar Per Plan Match P-6 THK. Per Soils Per Soils 2" 2" 2" REINFORCING Per Soils Report Per Soils Report Per Soils Report Per Soils Report Per Soils Report Per Soils Report Per Soils Report 1. Refer to Soils Engineering Report for final concrete thickness, reinforcements and base requirements and recommendations. 2. Install per manufacturer's recommendation and verify with supplier that paving material is suitable for outdoor application. 3. Provide isolation joints at vertical points (building, wall, pilaster edges; and between pours. Install per manufacturer's specifications. 4. Provide a 5' square mock-up sample for review and approval prior to final order. 5. Grout color to be Custom Building Products #185 New Taupe, 800-272-8786. 6. Contact Jim Dugo at Thompson Building Materials (714) 936-3807 before ordering. 7. ½ mix of Granada White #1801, ½ mix of Almond #1806, and½ mix of Cafe Brown #1807. FENCE SCHEDULE: KEY DESCRIPTION HEIGHT MATERIAL [£I] Trap Fence [1Ij Sideyard Wood Fence SITE AMENITIES SCHEDULE: KEY DESCRIPTION MATERIAL MFG. MODEL# lsA-1 I WOOD GATE AT LOT 19 FINISH Stained SUPPLIER COLOR Spicewood SW 3021 COLOR CEMENT 11/V 11/V DETAIL 8/LC-5.01 BASE Per Soils Report Per Soils Report Per Soils Report Per Soils Report Per Soils Report Per Soils Report Per Soils Report JOINTING DETAIL COMMENTS 118" Sawcut 1,2/LC-5.01 See footnote #1 below. 118" Sawcut 1,2/LC-5.01 See footnote #1 below. 3/LC-5.01 See footnote #1, #5, & #6 below. 4/LC-5.01 See footnote #1 & #2 below. 7/LC-5.01 See footnote #1 & #7 below. Butted 5/LC-5.02 See footnote #1 below. Butted 5/LC-5.02 See footnote #1 below. COMMENTS Wood and Metal cable design, Per owner. Apply (2) coats stain. Stain by Sherwin Williams. FINISH DETAIL COMMENTS 4/LC-5.02 Field verify gate openings prior to fabrication. Install per local codes, regulations, and local fire department --------+-------t-------t-----t--------t---------t---------+-------, (including accessibility requirements, if required). Wood Handle I SA-2I WALL FOUNTAIN AT LOT 19 I SA-3 I URN FOUNTAIN ATLOT19 Basin Decorative Pot Cobble I SA-4 I BBQ ISLAND AT LOT 19 Base Counter Top BBQ Refrigerator Access Door 11' Dia. Market Umbrella I SA-5 I SHADE STRUCTURE AT LOT 18 Wood Trellis Wood Post Footnotes: 1. Install per Manufacturer's specifications. 2. Install per local codes & regulations. Cedar Metal Cast Stone Stucco over CMU P.I.P. Concrete Fabric with wood pole Cedar Cedar KRC Rock Davis Color GE Fire Magic Fire Magic California Umbrella New Horizon www.soothingwalls.com Monogram ZGG300NBPSS 3590A 43934S http :/lkrcrock.com Mali 118 www.californiaumbrella.com Spicewood SW 3021 Cimarron Cliffside Brown #6804 Sunbrella Stock 5498 Vellum 3. Refer to Civil & Structural Engineer's drawings for all walls & structures details including reinforcements, connections & footing recommendations. 4. Allow lead time for delivery once items are localed. 5. Contact Gerald Desmond al KRC Rock (760) 7 44-1036, before ordering. Stained Polished & Sealed w/ Gloss Finish Apply (2) coats stain. Stain by Sherwin Williams. 7/LC-5.02 8/LC-5.02 See footnote #5 below. 6/LC-5 03 8/LC-5.04 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-1112", 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-lime 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: 0 Cluster Mailbox Box Units, per production ® ADA Path of Travel. plans. ® 0 Adjacent utility, by others. Existing irrevocable offer of dedication (IOD). 0 per Civil's drawings. R.O.W., per Civil's drawings. 0 Boundary Line, per Civil's drawings. ® Property Line. 0 Block wall, per Production Plans. ® Wood Fence, per Production Plans. 0 Concrete Mow Curb, per Production Plans. ® Adjacent architecture I AC units, per 0 Architect's drawings. Adjacent ramp with detectable warning ® strips & path of travel, per Civil's drawings. Wood Gate, per Production Plans. 0 Adjacent light pole or fixture, by others. ® Shovel cut header. 0 Vehicular Sight Triangle. @ Driveway, per Production Plans. 0 Adjacent concrete sidewalk, per Production @ Maintenance Access Gate, to match Plans. F-1. ® Adjacent roadway paving, per Civil's ® Proposed Gas-line and electrical drawings. conduit, per Electrical drawings. @ Driveway apron, per Civil's drawings. @ ADA 5' diameter Turnaround. Expiration Dale: DATE SYMBOLS LEGEND: Ii' PA Center Line Property Line Planting Area Isolation Joint Contraction Joint ---Limit of Work Line • -----Matchline Align Point of Beginning/Origin Point of Layout INITIAL DESIGNER OF WORK REVISION DESCRIPTION --------'~ Indicates Section Letter '-,,-,'~-Indicates Section Sheet Number T L ...... ,./ ~--Indicates Elevation Letter ~-~'--Indicates Elevation Sheet Number ' , - ~--Indicates Enlargement Number 1 ---Enlargement Name/Description t-----t,---- ~--Indicates Enlargement Sheet Number DATE INITIAL OTHER APPROVAL 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-0.01 Checked: PAD APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP. DATE CONSTRUCTION REVIEWED BY: SCHEDULES INSPECTOR DATE I SH~ET I CITY OF CARLSBAD SHEETS PLANNING DIVISION 24 LANDSCAPE IMPROVEMENT PLANS FOR: TABATA 10 CASERO MODELS I APPROVED: /'o/,;_J 6r-f:( L.""* ,:i . ~.q . \* I PLANNING OWN BY: I PROJECT NO. I DRAWING NO. OATE INITIAL CHKD BY: CT 06-13 CITY APPROVAL RVWD BY: 472-?M \ z 0 -1-u => 0:::: I-m z 0 u 0:::: 0 LL l-o z I -Ln 0 N ..... -.:f" ..... 0 N -(/) .... C: <1) E ::::I u 0 C C: 0 ·--u ::::I ... .... (/) C: 0 u . . cu fJ) -ca > 0 ... a. a. <( -ca C: ._ _______________________________________________________ ._ ____________________________________________________________________ _.LL Plotted by: KC-SPAD Dec. 05, 2014 09:53 AM S:\z_Projects\LH01-2013_ Tabata\sPAD\'M' (Models)\LC-001-LH01-M.dwg I \ SITE AMENITIES SCHEDULE (CONT): KEY DESCRIPTION MATERIAL MFG. MODEL# SUPPLIER COLOR J SA-6 J BBQ ISLAND AT LOT 18 Base Stucco over . . . . CMU Precast Cladding Veneer Precast Valori Precast VP-TC5 Thompson Bldg . Concrete Materials Precast Cladding Veneer Precast Valori Precast VP-TC11 Thompson Bldg. (Corner) Materials . Concrete Counter Top P.1.P. Davis Color Cliffside Brown . . #6804 Concrete BBQ . GE Monogram . . ZGG300NBPSS Refrigerator . Fire Magic 3590A . . Access Door . Fire Magic 43934S . . J SA-7 J Disabled Parking Stall, Per Detail Symbol, Grooves & Domes . . . . J SA-8 I Parking Sign-post . . . . Per Detail J SA-9 J Accessible Restroom . . . . Per Detail JsA-10J Model Educational Signage Sign Aluminum . . . White Lettering (Capitalized) . . . . Black Post 1½" Sq. . . . . tubular steel Footnotes: 1. Install per Manufacturer's specifications. 2. Install per local codes & regulations. 3. Refer to Civil & Structural Engineer's drawings for all walls & structures details including reinforcements, connections & footing recommendations. 4. Allow lead time for delivery once items are located. 5. Contact Gerald Desmond at KRC Rock (760) 744-1036, before ordering. SITE FURNITURE SCHEDULE: KEY DESCRIPTION MFG. MODEL# SUPPLIER SIZE FINISH J SF-1 J Phoenix 32" Square Planter atLot19 Planter Garden Art PSQ32 Garden Art 32" Square -International International Sub Irrigation Reservoir Garden Art RL-24 Garden Art . . International International J SF-2 J Phoenix Rectangle Planter at Lot 19 Planter Match SF-1 PREC60 Match SF-1 60" L x 24"Wx 24"H . (1)RL-24 Sub Irrigation Reservoir Match SF-1 (1) RLL-24 Match SF-1 . - I SF-3 I Sahara Vase Planter at Lot 19 Planter Match SF-1 SV28 Match SF-1 28" X 22" . Sub Irrigation Reservoir Match SF-1 -Match SF-1 . . I SF-4I Sahara Vase Planter at Lot 19 Planter Match SF-1 SV36 Match SF-1 36" X 30" . Sub Irrigation Reservoir Match SF-1 -Match SF-1 . . I SF-5 I Tall Jardiniere Planter atLot18 Tall Jardiniere Match SF-1 JAR30 Match SF-1 36" X 30" . Sub Irrigation Reservoir Match SF-1 . Match SF-1 -. Footnotes: 1. Install per Manufacturer's specifications. 2. Allow lead time for delivery once items are located. 3. Contact Duane Carter at Garden Art International (714) 541-4200, before ordering. Plotted by: KC-SPAD Dec. 05, 2014 09:53 AM S:lz_Projects\LH01-2013 _ TabatalsPAD\'M' (Models)\LC-001-LH01-M.dwg FINISH DETAIL COMMENTS 6/LC-5.05 . . Smooth Smooth Polished & Sealed w/ Gloss Finish . . . 4/LC-5.06 See footnote #1 & 2 below. . . 7/LC-5.05 See footnote #1 & 2 below. . 8/LC-5.05 See footnote #1 & 2 below. 7/LC-5.03 See footnote #2 below. . . . COLOR DETAIL COMMENTS 5/LC-5.06 See footnote #5 below. . - 6/LC-5.06 See footnote #5 below. . - 7/LC-5.06 See footnote #5 below. . . 7/LC-5.06 See footnote #5 below. . . 8/LC-5.06 See footnote #5 below. . . 1,.ANDSC,4p(' ?:-y_,,\) ~-.;atto, l!l' -1,9, (;;-<,; '" 11!2. . 1'~ ~ -((/ "' _..\ 0 ~ ' 0 ~ /.J.J "' ~ Cf' () n::Q ( --.,1-l Signature * Exe s1J111B * ~en~alDa¼ <I',,_ 2105/2014 ,,- Date ~....._ ;," o'<' OFCA\.\'i: DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL E~piralion Dale: ,•t t '! I rl cl ·1 . , r iu ,: -:i , .r ~;~ i rl ' I f y <, ~ ~~,':, I~ .. ~ f i' !J.. -~ 1 ' ., '~ .It ,i, I~ ••••• 'ill~ , I, .( . -~ i' . ' ,J, .,. -~ \.1: . i, !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-0.02 Checked: PAD APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP. DATE CONSTRUCTION REVIEWED BY: SCHEDULES INSPECTOR DATE ~ I SH;ET I CITY OF CARLSBAD PLANNING DIVISION 4 LANDSCAPE IMPROVEMENT PLANS FOR: T ABATA 10 CASE RO MODELS I APPROVED: [-<t;:t( l-r-bl l ..oft I /-Z.-1'1 +-f PLANNING OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: CITY APPROVAL RVWD BY: CT 06-13 472-?M z 0 -1-u ::::> 0:::: 1-<n z 0 u 0:::: 0 u. l-o z I -LO C> N ..... ..,. ..... C> ~ !? C: Q) E ::::s 0 0 C C: 0 ·--0 ::::s ,_ -(/) C: 0 u . . -Q) <n -cu > e C. C. <C -cu C: u. \ I I I I ,1------1 I r7 7 \ PA 9 11 19 i~-3 SA-3 P-4 SA-4 r -PA II ~ --~---------------~~. PA I PA \ 12 20 REEF I " '' I -I--·- "' .'.'._"_~_:-;-,=1~; !rl=-_l!J r,i PA -,,-, I]~ I w co ~ PA -- " L ' -..... - I l-4cl---ll-----l P-7 PA ' \ l I I I ' I 21 ' I I I I ' I I I I ·r .I:: -,- 11 PA CONSTRUCTION KEY NOTES: ' , PA ~ 12' ,--{ __ -------·-7 IC n1 I _ I I f----+1-----+--+--1-----,1----------l I ' --r'I. I I PA PA PA -........ E'~---+-----lSA-10 PA NOTES: 0 0 0 0 0 0 0 0 0 @ 0 Cluster Mailbox Box Units, per production plans. Existing irrevocable offer of dedication (100), per Civil's drawings. Boundary Line, per Civil's drawings. Block wall, per Production Plans. Concrete Mow Curb, per Production Plans. Adjacent ramp with detectable warning strips & path of travel, per Civil's drawings. Adjacent light pole or fixture, by others. Vehicular Sight Triangle. Adjacent concrete sidewalk, per Production Plans. Adjacent roadway paving, per Civil's drawings. Driveway apron, per Civil's drawings. ® ® ® ® ® ® ® ® @ ® @ @ ADA Path of Travel. Adjacent utility, by others. R.O.W., per Civil's drawings. Property Line. Wood Fence, per Production Plans. Adjacent architecture/ AC units, per Architect's drawings. Wood Gate, per Production Plans. Shovel cut header. Driveway, per Production Plans. Maintenance Access Gate, to match F-1. Proposed Gas-line and electrical conduit, per Electrical drawings. ADA 5' diameter Turnaround. Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No.: LH01-P Scale: 1 "0 1 0' Drawn: KHC LC-1.01 Checked: PAD 0 5' 10' Scale: 1"0 10' 20' APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" 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 RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE .-----------i------------+---+-----------+---l--------+----+--~ I SH4EET I CITY OF CARLSBAD ~4 PLANfllNG DIVISION L,3U ~LA==N==□s=-c==AP:'.,E=IM::::PR::::O::::VE:::M::::Ef:::IT:::PLA:::N::::S~FO::::R=, =======-==~ ~ND SCA '<> 1 la, Li -.... ,., ,.,, 0 -9 ~ Ll.J <1J /,, ./ /--o> 0 fr'. ~__,_-=~-=-=-=--~ -l Signature Exp. 8/31/16 Renewal Dale 1210512014 Date F CAL TABATA 10 CASERO MODELS t-----+-----t---------------1----+----1---l----l 1-AP-PR_o_vE_□,_,_ft-_'.:L_-.=...1..( _6_:T_, f::-1::....:..\:..=..,.,.:::.it.!J...._ ___ /Z. )"1-1+ l---+--t-----------------1---1-----11---l---l ~-P::::LA;:::NN::::IN:::G===::::;-;:=======:::::;-;::===~ DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL z 0 -1-u :::::> ct: I-en z 0 u ct: 0 LL l-o z I -Lt') 0 N ..... -.:t' ..... 0 ~ !? C Q) E ::I (.) 0 C C 0 ·-... (.) ::I .... ... u, C 0 u .. ... Q) en -(ti > 0 .... C. C. <C DESIGNER OF WORK REVISION DESCRIPTION 1-0-TH_E_R-AP,_PR-0-VA-L-+--'-'-CIT-Y-AP'-PR-OV.:._AL-----f ~~~~ BB~ CT 06-13 4 72-7M (ti L~~~==~-:~':'~~~~~~~~~~~~"::"":~~~~~~~~~~~■:'""------------------------------------------.,;;;;;;;;;;;;;;;;;E;xp;iraU;on;Da;te;;;;;;;:~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;~;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:,JC u: Plotted by: KC-SPAD Dec. 05, 2014 09:53 AM S:lz_Projects\LH01-2013_ Tabata\sPADl'M' (Models)\LC-101-LH01-M.dwg LEGEND 1. Stone paving. 2. Ashlar pattern. 3. Sanded joints (max. 12.5mm spacing for ADA compliance). 4. Mortar bed. 5. Concrete footing 6. Reinforcement per soils report. 7. Compacted sub-grade, per soils report. 8. Finish grade. 16x24 16x16 Section 8x16 ~ m cu := Cl. 0 m 7 STONE PAVING -ASHLAR AT LOT 18 [P-5] LEGEND 1. 2 x 6 wood top cap. 2. ; .. x 4 wood top & bottom /rim. 3. 2 x 4 wood top & bottom rails. 4. 2-¾" Sch. 40 circular galvanized post 8'-0" o.c. 5. 1 x 6 wood fencing with 1" overlap. 6. Concrete footing. 7. 2-¾" machine bolls. 8. 90% compacted subgrade. 9. Finish grade. 10. 1 x 4 wood fencing, 1" overlap over 1" x 6" wood fencing. 11. 2 x 4 wood upright. 12. 1 x 6 wood upright, to cover post. NOTES A. All wood to be rough sawn Cedar. B. Contractor shall utilize galvanized finishing nails for all connections. C. Paint per Construction Schedule. 8 Top View of Bolt up Post Scale:N.T.S SIDEYARD WOOD FENCE [F-2] Elevation A Plan View 3 Stone Random Pattern Post at 8'-0" o.c. \ \ Enlargement Scale:N.T.S 5 Section A ----- Lot 18 PV-IP-Ashlar .dwg / .,.-{ \ I I ,,,....J...._ (, : ,,,.) : I I Scale: 1" = 1'-0" Typ Sideyard Fence .dwg Scale: 1/2" = 1'-0" LEGEND 1. Finish grade. 2. 90% compacted sub-grade. 3. Stone paving 18" Min. standard size, on "thick-set" mortar bed. 4. Concrete sub-base. 5. Irregular edge. Do not cut stones. 6. Keep joints between stones, 2" -3" Max. 7. Provide "Chinks". 8. Shrub or turf edge. Section NOTES A. Refer to Construction Schedule for all paving types, colors, and finishes. ~.d:Jf~~ Plan View NTS .- -. · .. ,- PV-ST-01 .dwg 3 STONE PAVING ON CONCRETE [P-3] Scale: 1~ = 1'-0" LEGEND 1. Finish grade 2. 90% compacled sub-grade. 3. 24" minimum size flagstone paver. 4. Compacted sand sub-base. NOTES A. Refer to Construction Plan for all colors, types, finishes, and manufacturer requirements. 5. 6" gap minimum planting between pavers per plan. 4 Section Plan View NTS } I , J ,1 J, ' , ' r , , • 3" MIN -6" MAX ', ' , . ' l.L,_.t.,,-. -, ~/====:.---05 I I , ' ) • ...., " ' ' . ' 3 .. . , , , ' , ' ,, . , . , ' ' " .. .' 1//, ' ' ' _., . ,, , . ,. PV-ST-05 .dwg STONE PAVING w/ PLANTE Scale: D JTS [P-4] 1"=1 1-0'' 1,.1,J\DSCApf' ~y_,\) 'v~'Q.{\0, l!l. -11'>_ "--" ~ · ,i,o C;,. V:J ... • / -'l, ,.,, --.\. 0 ~ 9 ~ /J.J "' '" () a::::°-r .:::,.~ -i---1 .Siymiture . ~::,:~~~:;~ . <I',.,. 12105/2014 '<" -1 Date ~'-.. J-f' o"'" OF CAll' Expiration Date: LEGEND 1. Concrete paving. 2. 1/2" radius. 3. Refer to Soils Report for thickness. 4. Finish grade. 5. 90% compacted subgrade. .0 =, r ~ 't: .c (JJ =, ~ f--.s ~ .s N . ~ 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. ·~-• ... ·L PV-CP-02.dwg 1 CONC. PAVING [P-1] & DRIVEWAY [P-2] Scale: N.T.S. LEGEND 1. Concrete paving. 2. Concrete paving -first pour. 3. Concrete paving -second pour. 4. Contraction joint 114th deplh 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. 10. Steel dowel. 11. Plastic "Speed Dowel" alignment tube cast in first pour. Contraction Joint: Doweled Construction Joint: Expansion/ Isolation Joint: \ 6 NOTES A. Refer to Paving Schedule for paving types, colors, and finishes. -7 -9-· 3/8" 8 - .. ·4 . q . ' . • d 9 •-.. 4,; ' " \,: " 'W); PV-CP-01.dwg Scale: 2 CONCRETE PAVING JOINTS [P-1] & [P-2] NTS. 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 ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP. DATE CONSTRUCTION REVIEWED BY: DETAILS INSPECTOR DATE I SH~ET I CITY OF CARLSBAD m PLANNING DIVISION 4 LANDSCAPE IMPROVEMENT PLANS FOR: TABATA 10 CASERO MODELS I APPROVED: /-tt_;,( ( C1-f:l L~i\-I Ii,, !"t.J-t PLANNING OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INIT!AL DATE INITIAL CHKD BY: DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL R\/WD BY: CT 06-13 472-7M z 0 -1--u :::, ~ I--en z 0 u ~ 0 LL 1-- 0 z • -I() C) N ..... ,q' ..... C) N -~ C: <1) E ::I u 0 C C: 0 ·--u ::I ... -U) C: 0 u . . 1i, en -ca > e c.. c.. <C -ca C: ·----------------------------------------------------------------------------------------------------------------------■ILL Plotted by: KC-SPAD Dec. 05, 2014 09:53 AM S \z_Projects\LH01-2013_ Tabata\sPAD\'M' (Models)\LC-501-LH01-M.dwg \ LEGEND NOTES LEGEND NOTES 1. New Horizon Wall Fountain, by www.soothingwalls.com A. Install per manufacturer's specifications. 1. Finish grade. A. Apply "Chem Select' masonry sealant and joint stabilizer or approved equal to paver surface after installation and power-washing. ,\DOI nor1AL INfOflMAf!Orl New Horizon Wall Fountain Fei.ltures: , Sl\l.l'-hn !n Clm.i, run finish , Pump 111c!uae<.J , Uyhtm~ Not IIICIUdi,r.l • /',latJt: 1n USA New Horizon Wall fountain Speclficullous: • Dimensions fi/ fi' 1-1 x 30.Js·•w it 2-1'' D , Weight 005 p1it!11tl:i • ~.later1al: ca~l Stone 7 WALL FOUNTAIN AT LOT 19 [SA-2] LEGEND 1. Cobble. 11. Fountain Adjustable bubbler. 2. Tuscany Pot Fountain and Kit by West 12. 1" Thick grout. Coast Pottery. 13. Pot Foam (½ full) 3. Support column. 14. LED 12v underwater light. 4. Finish Grade. 5. Basin. 6. 90% compacted subgrade. 7. Pump kit (pump, quick disconnects, 4' long, 314" kink free hose w/2 female ends). 8. Back fill. 9. Inlet hole. 10. Basin Lid. 8 URN FOUNTAIN AT LOT 19 [SA-3] 2. Concrete paver, butt jointed. 3. Approximately 3" bedding sand. 4. Geotextile. 5. Sub-base, per soils report. 6. Compacted subgrade, per soils report. Plan View Section Lol 19 Wall Flfl .dwg B. Refer to Soils Report for all base and sub-base requirements I specifications. PV-IP-06D .dwg Scale: N.T.S. 5 CONCRETE PAVERS [P-6] & [P-7] Scale: 111 = 1'-011 NOTES A. Refer to construction schedule for all types, colors, finishes, and manufacturer applications. B. Install per manufacturer's specifications. C. Fountain contractor to verify local plumbing codes to determine appropriate connection. D. Fountain contractor to coordinate electrical connection for pump. , Plan View lot 19 Urn Fountain .dwg Scale: 112" = 1 '-0" LEGEND 1. Existing Building Face. 2. 2 x 6 wood top cap. 3. 2 x 2 Wood Lattice. 4. 1 x 4 Wood Top & Bottom Trim. 5. 4 x 4 Wood Post. 6. 8 x 8 Wood Post. 7. Wood Fence, per detail. 8. Gate Handle & Lock to be selected by owner. 9. 1 x 4 wood fencing, 1" overlap over 1 x 6 wood fencing. 10. Finish Surface, per plan. 11. Finish Grade. 12. Heavy duty self closing hinges to be selected by owner. 13. 1 x 6 wood fencing with 1" overlap. 14. 2 x 4 Wood Top & Bottom Rail. 1 NOTES A. Refer to Construction Schedule for all type, color, finish and manufacturer applications. B. Hinges and latch to meet all requirements for pool safety standard. All gates to swing into yard. I, 3'-0" , Verify opening in the field 2 3 4 5 ' , , , ---------1/r' I I . J II I ·~ ) I 2 \ I I I I 11 I ' I I I 11 I I I ; r , \ I ,\ I I/ <€+-,I l+-H+-f---+H+-+-11-----------J //1~~~/~/H, 1Hh4Ht-~/--H-+tt----m+-t--7 TI / I~ I I VJ I I I I I I I I 5 7 8 9 I ;! 1/, ) ~ ..-/1 11 . I ---------- .,,.-- ' Elevation 'A' Verify opening in the field A 11..,,-~v Iii.. Section ~ 2 10 Plan View 4 WOOD GATE AT LOT 19 [SA-1] ;;; r I I Section 'A-A' Lot 19 Gate Arbor .dwg Scale: 314" = 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-5.02 Checked: PAD APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE r----------l---+---+------------1---l----------l---l---l I SH6EET I CITY OF CARLSBAD ~4 PLANNING DIVISION ~ ~LA=N=D::::S::::CA=P'ccE=IM::::P::::RO::::V:::E::ME::::N:::T=PLA=N=s F=o=R=: ======='---'===~ T ABATA 10 CASE RO MODELS I APPROVED: ,~J\ er-{d\ _.;-\t JZ-l"t-f-\-' I PLANNING Expiration Date: DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: CT 06-13 472-7M z 0 -1-u ::::, 0::: I-en z 0 u 0::: 0 LL l-o z I -LO C) N ..... '■:I' ..... C) ~ ~ C: Cl) E ::I (.) 0 C C: 0 ·-..... (.) ::I .... ..... (/) C: 0 u . . ~ en -n, > 0 .... a. a. <( -n, C: ~~~~~~-■lllllllllllll■ll-■llll~~~~~ ...... """""'""~-~~~~"""""'"" ...... ~------------------------------------------------------------------...;;;;;;;,;;;;;.;;;;;;;;;,;;;......;;;,;;;;;;;,;;;;;....;;;;;;.,1u:: Plotted by: KC-SPAD Dec. 05, 2014 09:53 AM S:\z_Projects\LH01-2013_Tabata\sPADl'M' (Models)\LC-501-LH01-M.dwg \ LEGEND NOTES 1. 18 x 24 White metallic sign with black capitalized 2" A. Install per local codes & regulations. high text as noted. secure to post with (2) stainless steel carriage bolts, washers and nuts. 2. 1½" Sq. tubular steel post. paint with (2) coats of zinc chromate primer and (1) coat of exterior grade paint. color per owner. 3. Finish Grade. 4. 6" Dia. concrete footing with 1" crown at finish grade. 5. 90% compacted subgrade. '.I' Section I Elevation 2'-0" • THIS MODEL HOME USES WATER EFFICIENT LANDSCAPING AND IRRIGATION • Dia. 7 MODEL EDUCATIONAL SIGNAGE [SA-10] 8 Model Sign .dwg Scale: 1~ = r-0 1' LEGEND 1. Bar Stool, Per Interior designer. 2. Finish Grade. 3. 3" Thick PIP concrete burnished counter top with 112" rounded edge. Sealed for protection. 4. Drop-in barbeque unit (GE Monogram 30" Outdoor Cooking Center Model# ZGG300NBPSS), Contractor to secure in place from the inside. 5. Refrigerator(Fire Magic Model 3590A) Cut out 20"x21¼"x34½" SIS. 6. Finish surface, per plan. 7. Convenience GFCI 8. 3" Kick space. 9. Double access door, center on BBQ. (Fire Magic Model 43934S) Cut out 15"x30" SIS. 10. Stucco finish to match architecture . 11. 10x10WoodPost 12. Umbrella, with sleeve on counter top. 13. ¼" Thick Steel support plate. 14. Isolation Joint. 15. Concrete footing, per Structural Engineer. 16. 90% compacted sub-grade. 17. CMU block; grout solid, per Structural. 18. Rebar, per Structural. 6 NOTES A. Refer to Construction Schedule for color, type, and finish. Grind all welds smooth. B. Install per manufacturers specifications. C. Contractor to provide potable water service to location and attach sink drain to sewer system as required. 1 2 \-----=:,~ 7 9 4 • I 10 11 ''-----~~"'------1--1--1---t---l-- Elevation 'A' ·, " . . '·. I LJ I I, ' 1£ 0 u . e e e e"' 'j . . . 'V ' , ~-, '~-:· ---~'~~I~~~----~--. . ,~ii Ii 4'-r C 1£ +12'-11" . 14'-6" / I I, I I I I I I I I I I I I I I I I j )( -□----/------------~ ~ . ±3'-9'1 4'-7" 41.7" l Plan View ±12'-11 6 BBQ ISLAND AT LOT 19 [SA-4] 2 . , •• • , ... r·1 ·• ·: ., . r I• . ·: -.. .•• ·, · -~--·------_______ j_C.:,--·--------------.----~----.... ..,.--;--·:. • .. , . . -. . . Elevation 'B' i::: == ·== /, 6 Section "C" Scale: 1 "=1'-0" / / /, , , / .. ·. 1½" rn r/ V,\ 17.1 / / rn □ I/ Per Structural 8 cp Lot 19 BBQ .dwg Scale: 112" = 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-5.03 Checked: PAD APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA, "AS BUILT" RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE -----------l~-+-+-------------i----J-,-,------i I SH7EET I CITY OF CARLSBAD ~4 r-PLANNING DIVISION l___3±_j ~==--==========::::::::;;:::======--====; LANDSCAPE IMPROVEMENT PLANS FOR: 1-PS-l□SCAp,, ?;--Y.,,f0 >.!>'.!>{le, L!1., -'{1>, t:, ~112~, . 1'~ :-5;,.-;:, LU (lJ /. • ~ .I---e1, o er: "-----'-=~~~--· --1 Signature • E~p. 8/31/16 * Renevwl Date <P,,_ 12105/2014 ,'<' "/ Dale n+ T ABATA 10 CASE RO MODELS I APPROVED: PLANNING /-tz,J\ I c.r ~\-Dir il-•f"'t,1:⇒ IL __ z 0 -1- (.) :::::, 0::: I-en z 0 (.) 0::: 0 LL l-o z • -LO C) N ..... -.:t' ..... C) N -II) .... s::: Q) E :::I u 0 C s::: 0 ·-.... u :::I .... U) \ s::: 0 (.) . . .... Q) en -ra > 0 .... c.. c.. l',,-...__ ___ O" OF C/-.L \ t DATE lfllTIAL (a 1-----------------------------------~~~~~----------------------------------------------J;;;;;;;;;;;;;;;;~~;;;;;;;;;~~~o~E~stG~N~ER~OF~W~OR~K~;;;;;;;;;;;;;;;;~R~EV~l~Sl~O~N~D~ES~C~R~IP~T~IO~N~;;;;;;;;;;;;;;~~~~~~;;;;;;;;~~;;;;;;~~;;;;;;;;;;;;~;;;;;;;;;;;;;;;;~ S::: Expirau,n Daiei U:::: S:\z_Projects\LH01-2013_ Tabata\sPADl'M' (Models)\LC-501-LH01-M.dwg OWN BY: PROJECT NO. DRAWING NO. DATE !NlTIAL DATE INITIAL CHKD BY: CT 06-13 472-7M OTHER APPROVAL CITY APPROVAL RI/WO BY: <( Plotted by: KC-SPAD Dec. 05, 2014 09:53 AM LEGEND 1. 8 x 8 wood Post. 2. 3x4 Wood Lattice. 3. 3 x 8 wood double Beam, notched 1" to receive 3x4 wood lattice. 4. Down-light, per Lighting Coordination Plans (LL-100 sheets). Hide electrical conduit in beams and paint to match wood color. · 5. (2) 3 x 8 wood Joist. 6. Adjacent finish surface, per plan. 7. Finish grade. 8. 2 x 6 plant-on -Miter All Corners. 9, 1 x 4 plant-on -Miter All Corners. 10. Post connection, per Structural Engineer. 11. 90% compacted subgrade. 12. Concrete footing, slope to drain, per Structural Engineer. 13. Post to footing connector, per Structural Engineer. I, ' 11_511 ,, ' • . ' " ,, -- a '° ' -~ -. . I I . i ==# 7 -- I 11 I J t 7 I a ~ -- ~ I ==# -n= - ~ ~ ' ~ 1c L -' ~ . ' --' ,, Plan View . NOTES A. Refer to Construction Schedule for color, type, and finish. Grind all welds smooth. B. Install per manufacturers specifications. 3x8 End Cut Scale: N.T.S I I L 'I --~ -- -+ -- 3" 6" - - - ·--~ ----- 3" ' -- . + - I -~ '· -r-- -v -~ - - - -I,.---"" 3x4 End Cut Scale: N.T,S 22'-0" 19'-0" - --~ - --- 1,.7" V / -- 8 SHADE STRUCTURE AT LOT 18 [SA-5] -- I I I --r -- I I ~ V _,.... •· ~ -{ ~ rr ------ <l Enlargement 'A" PosUFooting Connection ..._ ,j/ ' C ""'~ction ,, . I '. 1 '-6" ,. ----- , I -.' I , " I I -~ I I ~ '-. . -- ---- I I ~ ~ ~ ~ -- _J / ~ \ \ 1 2 3 ...__ B ' ., '-Elev .1 ....... 4 5 6 Ji) 9 '° a 9 '° 1'-0" ~ 1'-6" ct_ Typ. Typ. Elevation 'B' ct_ 1 '-0" ct_ Struct. Typ. Typ. ,---!J}----u--·D---D---D---u--------L.J--0---0---0----0--0--Q-D---D---D---D---D---D---u---~ Elevation 'A' a 5' a:, lot 18 Shade Structure .dwg Scale: 1/2" = 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-5.04 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 .----------t---t--j--------------t---+---t--t----t I SH8EET I CITY OF CARLSBAD ~4 PLANNING DIVISION ~ ;::LA=N:::D:::SC:=A;'.PE;ll:::1IP:::R:::OV:::E:=ME:=N:::T P:::LA:::N:::S:::FO~R=, ======:'....'.:::==::; ~NDSCA ~·o(te, L1 '-'>-~ of'\ UJ " . ~ '" 0 0:: 0. ( -. -I * Signature Exp. 8131/10 Renewal D.ite <P > 1210512014 '</ ;-Date (' OF CAL Expiration Date: DATE IN/T!Al DATE INITIAL DES!GNER OF WORK REVISION DESCRIPTION OTHER APPROVAL TABAT A 10 CASE RO MODELS I APPROVED: !-f;;-£\ C.-r-~ \__.7 fr /--Z--r~.,..i, PLANNING OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: CT 06-13 472-?M CITY APPROVAL RVWD BY: z 0 1-(.) => ct:: I-en z 0 (.) ct:: 0 LL l-o z I -LO 0 N ,.... ..,,. ,.... 0 N -~ C: Q) E ::I 0 0 C C: 0 ·-+-' 0 ::I ... +-' rn C: 0 (.) . . 1i, en ffl > 0 ... c.. c.. <( ffl C: ·- -----------------------------------------------------------------------------------------------------------------------LL Plotted by: KC-SPAD Dec. 05, 2014 09:53 AM S:lz_Projects\LH0 1-2013 _ Tabata\sPAD\'M' (Models)\LC-501-LH01-M.dwg LEGEND NOTES 1. ADA compliant parking post-sign. A. Install per local codes & regulations. "' 1 12" ·.,;.~--, .. " ' . . :c; PARKING NLY 1 , __..-----SIGN AF<EA ~ ',, 70 SQ. INCHES, MIN. INTERNATIONAL SYMBOL OF ACCESSIBILITY ---Y HIGH LETTERING MINIMUM, TYPICAL. I-·. . .. .i nFINE" SIGN AT EACH , . . ~ ACCESSIBLE PARKING . STALL · -----M --~-'c.,,· ~ 80" MIN. IF ADJACENT --TO ACCESSIBLE ROUT£, OTHERWISE 60" ADA-Parking-Sign .dwg 7 PARKING SIGN-POST [SA-8] Scale: N.T.S. LEGEND NOTES 1. ADA compliant restroom. A. Install per local codes & regulations. Wheelchair Accessible Unit ll1~ '/il'\celchair Acc-.;:nibl~ Re3troom l:3 ,;paciou3 and corniortable. Thi3 re;;itroom is de-3ignecd for gui;-sti with ::ipi;cial needs.. Thi'J unit pnnide;S a spac!ou3 mierior wlth handrail 3upport feamres inctucle: • S,rni!ary Tailo;t and Seat Deck , Dual Tis:S.U!:! Rcf13 , l,laximum Ventilation • Air fra3hener Dimensions includiniJ Trailer: Ht-ight"' T6" 1.'Jidi.h ,:: 52" Oeprh = 5-"2'' Glean Qua/icy 5'9rvice ADA-Resloom-A .dwg 8 ACCESSIBLE RESTROOM [SA-9] Scale: N.T.S LEGEND 1. Bar Stool, Per Interior designer. 2. 3" Thick PIP concrete burnished counter top with 1/2" rounded edge. Sealed for protection. 3. Refrigerator(Fire Magic Model 3590A) Cut out 20"x21¼"x34½" S/S. 4. Drop-in barbeque unit (GE Monogram 30" Outdoor Cooking Center Model# ZGG300NBPSS), Contractor to secure in place from the inside. 5. Finish Grade. 6. Precast veneer (Corner). 7. Precast veneer. 8. 3" Kick space. 9. Double access door, center on BBQ. (Fire Magic Model 43934S) Cut out 15"x30" S/S. 10. Convenience GFCI 11. Stucco finish to match architecture. 12. Finish surface, per plan. 13. ¼" Thick Steel support plate. 14. 3" Kick space. 15. Isolation Joint. 16. Concrete footing, per Structural Engineer. 17. 90% compacted sub-grade. 18. CMU block; grout solid, per Structural Engineer. 19. Rebar, per Structural Engineer. Elevation 'A' l ~ 4'-7" NOTES A Refer to Construction Schedule for color, type, and finish. Grind all welds smooth. B. Install per manufacturers specifications. C. Contractor to provide potable water service to location and attach sink drain to sewer system as required. j, " 4'-7" 'l 4. 4. B l ±3'-T' J .c!I Elev ~u t":.; "JDD Uc LJ1 □ .... I I I 6 =:J [ I I I I □~ -- 7 [ ]1 -- ' ' I ' [ to ' "' ------------------------------1---------------------------------------, +I ' Co + I ' ' Plan View ' ' '.I' ,,., +I ' ' ' ' I I 4. I I I ' I L -= :□ -- J ILJ' --= ID~'• 1Ll1 1C_ · I 18-7, ,r,, ',-----\Section_,, 41_711 -,, " , 4. , BBQ ISLAND AT LOT 18 [SA-6] ' 4. ][ r------7 C I I I I C I I I I I I I I I I I I ), [ I I -□c I I I I L --_L -' I c::: I 11 ~I lfJI q n[ [ ~ ~ ~n,1.--l_. 41_ 7" I, ±31-7" ,, ' ' 4. ±14'-511 , ' Elevation 'B' I L _______ _ 1 '-6" Section "C" Scale: 1"=1'-0" 1½" ~----! V,I □ Per Structural BBQ at Loi 18 .dwg Scale: 1/2" = 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-5.05 Checked: PAD APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~----------+-----+---f---------------+---J--l----+----11 SHgEET I CITY OF CARLSBAD ~4 PLANNING DIVISION ~ ~==--==========='...:::::==: LANDSCAPE IMPROVEMENT PLANS FOR: T ABA TA 10 CASE RO MODELS I APPROVED: )ti\ Cr: ~l \ ....,fr ( z. f"i -f-+ PLANNING Expiration Date: DATE INITIAL DES!G/'IER OF WORK REVISION DESCRIPTION DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT 06-13 472-7M OTHER APPROVAL CITY APPROVAL RVWD BY: z 0 -1- (.) ::::, 0::: I- C.I) z 0 (.) 0::: 0 LL l-o z I -LO 0 N ..... 'q' ..... 0 N -rn -C a, E :::, 0 0 Cl C 0 ·--0 :::, ... -rn C 0 (.) .. -a, en -ca > 0 ... C. C. <( ca C ·- --------------------------------------------------------------------------------------------------------------------.. LL Plotted by: KC-SPAD Dec. 05, 2014 09:53 AM S:lz_Projects\LH01-2013_ Tabata\sPAD\'M' (Models)\LC-501-LH01-M.dwg LEGEND 1. Sahara Vase Planter with Sub Irrigation Reservoir, by Garden Ari International You are tldre: PLANIERS This catalog has na ~•Jb-cat;ila~s- Sah,1ril v.i.se J\emR-OD IU H SV22 22· 15· 10· SV21) ,a· 22' 22' SF-3 '3V]6 ]ij" ,o-)I)" SF-4 SV,12 -12' '.J6' JO' NOTES A Install per manufacturer's specifications. Lot 19 Plier Rnd.dwg 7 PLANTER AT LOT 19 [SF-3] & [SF-4] Scale: N.T.S. LEGEND 1. Tall Jardiniere Planter with Sub Irrigation Reservoir, by Garden Art International G~RDEN MRT- ' N "r f. L<: NA r l l)~.;\ l. You c1ra he1e; PLANTi::RS Tills c:ata[og IHI~ nci sub-ca!cjliJlJS. T.JJI Jardiniera lt:itn"i 00 ID H JPJU6 26' 16' 10· I JARJO JO' 26' 36'1 JAR.16 16' n· -12' JAR"2 .;2• 23' 60' NOTES A Install per manufacturer's specifications. Lot 18 Plier Rnd.dwg 8 PLANTER AT LOT 18 [SF-5] Scale: N.T.S. LEGEND 1. Phoenix Planter with Sub Irrigation Reservoir , by Garden Art International GR-.RDEN Rs.RT n11.s c~falqg has ng-sub-ca(arogl. Ptioenix Squ.:ire llamlr 00 IU H PS028 ,.. 2,1• H' I PS-Q]2 ,,. 28' ,,. , SF-1 PSQJl3-36' )2' ,o• PS.0--12 .12· 3a· , .. NOTES A Install per manufacturer's specifications. LOT 19 Plier Sq.dwg 5 Scale: PHOENIX SQ. PLANTER AT LOT 19 [SF-1] N.T.S. LEGEND 1. Phoenix Rectangle Planter with Sub Irrigation Reservoir , by Garden Art International GR-.RDEN MRT •~-::nu-u,;;,\ rtoNAI, Ptioen/)C Rect;;i.ngl~ UeJ1)# l 'II H PREC3G 36" t.1" M" PREC42 -12' 1-r 1-r PREC48 ,a· 24· ,,. I PREC60 60' :,i.i• ,,., SF-2 PREC)02 102" 40' JO' PREC:120 120· 2·1' i,,~ PHECl•l.t 144' 40" 10· NOTES A. Install per manufacturer's specifications. . . ' ' . . . . . . ;~' LOT 19 Plier Rec.dwg 6 PHOENIX REC PLANTER AT LOT 19 [SF-2] Scale: N.T.S. Plotted by: KC-SPAD Dec. 05, 2014 09:54 AM S:lz_Projects\LH01-2013 _ Tabata\sPAD\'M' (Models )\LC-501-LH01-M.dwg NOTES DISABLED PARKING STALL DETAIL E_-EQ. +,--fil-17 \ EQ, + E. 45· ,_,.... -Wheel slop (typ.) as approved by local A9ency -4'' Blue stripe (lyp.) --ITT .,_________ ~ -Typ, puvernenl NO l s1mbol per M-29. --........_ See Note 6 below. ~~~-f Access uisle 9' min. 5' min. g' rnin, 8' min. @I Von Accessible NOTES: 1. Provide for udequole druinoye. 2. For uppropriule rump ullernule to conform to topo9rupliicul conditions, see stondurd drawings G-27 lhrough G-328. J. Blue color should match color No. 15090 in the Federal Slondurd 5950 us specified in Section 522(b)2. 1. If only one accessible porking stall is going to be pro·,ided, the access uisle shall be 8' (vun accessible) and locoted on the passenger side. 5. Sidewalk cross slope shall not exceed 2.0¼. fJ. "NO PARX!NC" 12'' /Jigh stencil marking, reflective white over blue stripes. DISABLED PARKING PAVING SYMBOL J--IJ--1---lr / / I 3' Min. I ' (a) SYMBOL PROPORTIONS 1---INTERNATIONAL SYMBOL OF ACCESSIBILITY (b) DISPLAY CONDITIONS 1. Pavement symbol shall be painted white on o blue background 2. Blue color shall match color No. 15090 in the Federal Standard 595a us specified in Section 522(b)2. GROOVED BORDERS/ TRUNCATED DOMES ·. . . . : . ' . . ' . . . . . . Qo o· o'o 00 00000 ;?o OOJJ Q Q oO O 0 0 0 o oO GROOVED BORDER DETAIL 0,2• HL 0.45" AT TOP O.!V ATeX"°ST TYPICAL PLAN =;:,==-:::::::==:=:==,---TAPERED £DCES WHERE EXPOJED TYPICAL SECTION A-A TRUNCATED DOMES NOTEt GROOV[D tJGRDER MUST BE Ori THE LEVEL surm11c( AT TH[ TOP Of THE RAMP HOTE: SHADED AREA Of RAMP MUST HAVE DETECTABLI WARNING SUlffACE Fig. 30 GROOVED BORDERS I DETECTABLE WARNINGS ON CURB AND CURB CUT RAMPS 2011 CALDAG BOOK GROOVED BORDERS/ TRUNCATED DOMES NOTE: CROSS SLOPE OF LANDING AREAS DO NOT EXCEED 2¾ JN ANY DIRECTION / GROOVED BORDERS MUST BE ON THE LEVEL SURFACE AT THE fOP OF THE RAMPS NOTE: SURFACE WILL REQU!RE 36" SECTION Of TRUNCATED DOMES IF FLAT TRAVEL SURFACE ADJOINS VEHICULAR TRAFrlC WAY Fig. 28 CURB-CUT RAMP 2011 CALDAG BOOK ,£ '46~,-- ~Iii' i ;:.._/~ITTAINtNcf,Ql!R_~, . )' . -~-~sQ!jsst,11Y. °'.N' , . . ' ®I' .QF',~.o.= . '·, 1i•a:ii¥-~"-1.:r·''--·•1 •', . .·. -,-~-.. ,ij ·t :; '~ . MAX. . ' . : ,,:_.SEE<iBill>'iJtiooer~cilA'OK' :; . . . . . . . : :i . '. .. . · .. -.. ' ~> .. --·-,. , -~ ,, " -... ·--•' D _,,,~. -G. ,· \ .. FIGURE 11A-3F-CUAB DETAIL 2010 CBC ADA-Gen-Details .dwg Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No.: LH01-P Scale: Drawn: As Shown PAD LC-5.06 Checked: PAD APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" 4 DISABLED· PARKING STALL, RA Scale: MP, PAVEMENT SYMBOL & TRUNCATED DOMES [SA-7] N.T.S. RCE EXP. DATE CONSTRUCTION REVIEWED BY: DETAILS INSPECTOR DATE rn CITY OF CARLSBAD ~ 0 PLANNING DIVISION 4 1,~NDSC-4pc' LANDSCAPE IMPROVEMENT PLANS FOR: ?.:-x_,\) ,.,at le, Li,, -1.-9, TABATA 10 CASERO MODELS 6;'½,~ . ~~ %. --..~ v,A 0 --o rn tu <U o> () 0:: Q ',/&tf.,I~ ..... -I Signature I APPROVED: t-t.zd~ I * E,e. 8/J IJl6 * l.,-~l.ofr rz> ~ q. 1-r ~e,a~olDai~ <fl 12/05/2014 ~ Date "+-' PLANNING l',::-o'lc-OWN BY: PROJECT NO. DRAWING NO. OF CALI< DATE INITIAL DATE INITIAL DATE INlTIAL CHKD BY: DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 06-13 472-7M Eipiration Date: z 0 -I-u :::> 0::: I-en z 0 u 0::: 0 LL I-0 z I -LO 0 N .... I! .._,. .... \ 0 N -1/) .... C: a, E ::l (.) 0 C C: 0 ·-.... (.) ::l .... .... 1/) C: 0 u . . .... a, en -Cl:l > 0 .... a. a. <( -Cl:l C: ·-LL 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 lo 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 surfaces 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 interference 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 Surface 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 surface. Soil areas adjacent to building shall slope away from the buildings to allow a natural run-off of water, and surface drainage shall be directed as indicated on the drawings by remodeling surfaces to facilitate the natural run-off water. 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 flush grades as directed by the Landscape Architect. D. Drainage: Contractor is to finish grade with proper slope to drains. All flow lines, designated or not, shall be graded and maintained to allow free flow of surface waler, 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, perforated or non-perforated 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 114" per foot unless otherwise indicated on drawings. Contractor to verify all invert elevations and trench depth prior to excavation. B. 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, 3/4 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. Surface retardant shall be Lithochrome concrete surface 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 112" 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, ASTM 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 surfaces 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 surface, 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 surface aggregate has been embedded. 3. Reveal aggregate by using water jet and coarse fiber brushes to remove retarded paste from surface, washing thoroughly until surface is clean and exposure is complete. Then replace curing burlap and maintain moist for at least seven days. 4. Slab surfaces 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 surface. Exposure shall be to depth to provide a surface profile of 118 in ;1116 inches. B. Broom Finish: Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface, steel trowel and edge to an even hard surface. Using new manila hemp bristle broom, brush markings on slabs in uniform fashion as shown on drawings. Construct 6" steel trowel shiner ar_ound edges as shown on plans. C. Medium Sandblast Finish: Finish shall be of an even texture throughout the project, exposing no aggregate greater than 1/8" in diameter D. Steel Trowel Finish: Provide hard, dense, smooth impervious surface, free of defects, achieved by working steel trowels into top surface of concrete. END DATE INITIAL DESIGNER OF WORK Expiration 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 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 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 318" wide with a concave tooled finish. 3.5 Protection and Clean-Up: All completed work and work of adjoining surfaces shall be protected from mortar and grout stains and smears. END 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-6.01 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 LANDSCAPE IMPROVEMENT PLANS FOR: T ABAT A 10 CASE RO MODELS I APPROVED: tt:f\ l.1;-~IA f'2'-·['1.1+ I PLANNING REVISION DESCRIPTION OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: CT 06-13 472-?M z 0 -1-u => a::: l-oo z 0 u a::: 0 LL l-o z I -Lt') 0 N ..... 'V ..... 0 N -!? C: <LI E ::I 0 0 C C: 0 ·-0 ::I .... _. en C: 0 u .. ~ 00 ctl > 0 .... a. a. <C -ctl C: ._ ____________________________________________________________________________________________________________________________ _.LL Plotted by: KC-SPAD Dec. 05, 2014 09:54 AM S \z_Projects\LH01-2013 _ TabatalsPAD\'M' (Models )\LC-600-LH01-M.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 impeliections 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. Submittals: 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 Suliace 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 suliaces, 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 suliaces. Exposed suliaces 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 it 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 MORT AR AND GROUT PART 1 · GENERAL CONDITIONS 11 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 11, low alkali. Maximum total alkali shall not exceed 0.6% as per Federal Specification SSC 1928. Only one brand and one color of cement shall be used. 2.3 Lime: ASTM C-207, Type S. Plotted by: KC-SPAD Dec. 05, 2014 09:54 AM S:lz Projects\LH01-2013 Tabata\sPAD\'M' (Models)\LC-600-LH01-M.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 S in following proportions by loose, dry volumes: Portland Cement Lime Mortar Sand Mortar Colors Admixture 1 part 1/4 part 3 parts As required Per manufacturers 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 manufacturers 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 manufacturers recommendations. Not 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 faces 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 END CAULKING AND SEALING 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 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 repellant 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, the 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 surtace. 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 E~piration Date: DATE IM!TIAL 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 BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: TABATA 10 CASERO MODELS I APPROVED: /i4\ C:r ~~-oft:: (t.-f'i.1--1, I PLANNING OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: CITY APPROVAL RVWD BY: CT 06-13 472-?M z 0 -t-u => 0::: t-en z 0 u 0::: 0 u. l-o z I -l,l) C, N ...... 'q" ...... C, ~ 1/) ..... C: Cl) E ::s 0 0 C C: 0 ·-..... 0 ::s ... ..... 1/) C: 0 u .. ..... Cl) en -ta > 0 ... C. C. <C -ta C: --u. 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 lhe 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. 8. 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 Title 24 CCR. 2.7 Timber Connectors: Provide inspections per Title 24 Section 2518(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". 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. 8. 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., U.S. 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. 8. 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. 8. Provide permanent grounds of dressed, preservative treated, key-beveled lumber not less than 11" 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 ii 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 ~ 3 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 ONL Yi INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD ~ PLANNING DIVISION 4 LANDSCAPE IMPROVEMENT PLANS FOR: TABATA 10 CASE RO MODELS I APPROVED: id\ l..y:, ~~-* /2-~"(. 1--\ PLANNING Expiration Date: DATE IN!TIAL DESIGNER OF WORK REVISION DESCRIPTION OWN BY: PROJECT NO. DRAWING NO. DATE JNIT!AL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWDBY: CT 06-13 472-7M z 0 -1- (.) :::::> 0::: t-en z 0 u 0::: 0 LL l-o z l -Lt) 0 N .... 'q' .... 0 ~ (/) -C: Q) E ::::J 0 0 C C: 0 ·--0 ::::J ... -(/) C: 0 (.) 1u en ra > 0 ... C. C. <( -ra C: '----------------------------------------------------------------------------------------------------------...ILL Plotted by: KC-SPAD Dec. 05, 2014 09:54 AM S:\z_Projects\LH01-2013 _ Tabata\sPADl'M' (Models)\LC-600-LH01-M.dwg IRRIGATION SCHEDULE SYMBOL MANUFACTURER MODEL NUMBER DESCRIPTION DETAIL NUMBER OPERATING FLOW IN GPM PRESSURE QTR, HLF, FULL RADIUS [] l"I SYMBOL HUNTER ON HUNTER HUNTER ON HUNTER HUNTER ON HUNTER MP1000 90°-210° NOZ. MP ROTATOR NOZZLES 7 ON SHT. Ll-5.01 ON 40 PSI REGULATED PROS-06-PRS30-CV 6" POP-UP SPRINKLER BODY MP2000 90"-210° NOZ. MP ROTATOR NOZZLES 7 ON SHT. U-5.01 ON 40 PSI REGULA TED PROS-06-PRS40-CV 6" POP-UP SPRINKLER BODY MPLCS515, MPRCS515, MPSS530 MP ROTATOR NOZZLES 7 ON SHT. Ll-5.01 PROS-06-PRS40-CV ON 40 PSI REGULATED 6" POP-UP SPRINKLER BODY MANUFACTURER MODEL NUMBER DESCRIPTION 40 0.19. 0.37 40 0.40, 0.74 40 0.22, 0.44 8' -15' per spacing 13'-21' per spacing 4'x14' per spacing DETAIL NUMBER HUNTER PLD-06-12-XX IN LINE EMITTER TUBING 8, 9, 10,11 ON SHT. Ll-5.01 SHRUB BED APPLICATIONS 12" O.C. EMITTERS 18" O.C. ROW SPACING HUNTER TLELL, TL TEE OR TLCROS SURFACE OR SUB-SURFACE MOUNTED ELL, 8, 9, 10,11 ON SHT. Ll-5.01 ----- ....... HUNTER HUNTER PER DETAIL APPROVED AS DETAILED PLD-06-12-XX. TUBING SPACED AT 6" O.C. BETWEEN STEPPERS SCH 40 BE TEE OR CROSS CONNECTION PVC INTAKE/EXHAUST HEADER W/ TL050MA ADAPTER FITTINGS SUBSURFACE IN LINE EMITTER TUBING FOR STEPPER IRRIGATION DRIP LINE FLUSH VALVE PVC IRRIGATION SLEEVE (SEE NOTE #3) EXISTING COPPER SERVICE LINE FROM WATER METER TO HOUSE APPROVED SCH 40 BE 1" PVC PRESSURE SUPPLY LINE APPROVED SCH 40 BE PVC LATERAL LINE 3/4" SIZE UNLESS OTHERWISE NOTED NIBCO T-113 BRONZE GATE VALVE, LINE SIZE 8, 9, 10,11 ON SHT. Ll-5.01 8, 9, 10,11 ON SHT. Ll-5.01 11 ON SHT. Ll-5.01 2 ON SHT. Ll-5.01 2 ON SHT. Ll-5.01 2 ON SHT. Ll-5.01 4 ON SHT. Ll-5.01 RAINBIRD RAINBIRD EXISTING XACZ-075-PRF 075-ASVF 3/4" DRIP VALVE KIT ASSEMBLY-LOW FLOW 1 ON SHT. Ll-5.01 WILKENS HUNTER NO SYMBOL 3M NOTES 3/4" ANTI-SIPHON VALVE PER CIVIL PLANS 1" POTABLE WATER METER 500-HLR PRESSURE REGULATOR XC-800 8 STATION EXTERIOR MOUNT CONTROLLER WITH SOLAR SYNC MODULE DBY-6 DIRECT BURIAL WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS. CONTROLLER & STATION NO. GALLONS PER MINUTE SYSTEM TYPE ELECTRIC CONTROL VALVE SIZE 1. SYSTEM HAS BEEN DESIGNED BASED ON A MINIMUM STATIC WATER PRESSURE OF 50 PSI. 6 ON SHT. Ll-5.01 INSTALLED PER CIVIL DRAWINGS 5 ON SHT. Ll-5 01 3 ON SHT. Ll-5.01 INSTALLED PER MANUFACTURERS SPECIFICATIONS 2. CONTRACTOR SHALL FIELD VERIFY ON THE UPSTREAM SIDE OF THE BACKFLOW PREVENTER PRIOR TO ORDERING MATERIALS OR STARTING ANY IRRIGATION INSTALLATION AND NOTIFY CONSULTANT OF ANY DIFFERENCE FROM STATED PRESSURE. IF CONTRACTOR FAILS TO NOTIFY CONSUL TANT HE ASSUMES FULL RESPONSIBILITY FOR ANY SYSTEM ALTERATIONS AS DIRECTED BY THE CONSULTANT. 3. INSTALL IRRIGATION SLEEVES UNDER ALL PAVED SURFACES PER THE FOLLOWING SCHEDULE: PIPE SIZE OR WIRE QUANTITY REQUIRED SLEEVES DRIP TUBING 3/4" LATERAL 1" PRESSURE SUPPLY LINE 1-20 CONTROL WIRES 1-40 CONTROL WIRES 1-2" SCH 40 PVC 1-2" SCH 40 PVC 1-2" SCH 40 PVC 1-2" SOR 35 PVC 1-3" SDR 35 PVC 4. INSTALL DRIP TUBING AS SHOWN ON PLANS AND AS DESCRIBED BY CONSTRUCTION DETAILS. 5. SECURE DRIP TUBING AT A CONSISTENT ROW SPACING WITH NETAFIM #TLS6 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. 6. DRIP TUBING TO BE LAID DOWN SO THAT EMITTER OUTLETS ARE STAGGERED ON A TRIANGULAR SPACING PATTERN. 7. DRIP TUBING SHALL BE INSTALLED BELOW MULCH LAYER AS DETAILED. SUPPLY AND EXHAUST HEADERS SHALL BE INSTALLED BELOW GRADE AT DEPTHS SHOWN. ···----·--------------·-r---------· 1WELO WORKSHEET • CASE RO MODELS -LOTS-18;-19. 20 t· ------------------·-··· ·------- · · --------r------··-~r---1--- -HYDROZONE INFORMATION.TABLE--~-------+------ CONTROLLER A Loi 19 Lot 20 TOTAL SF B Loi ·18 TOTAL SF SUMMARY HYDROZONE ·1 HYDROZONE 2 HYDROZONE 3 HYDROZONE 4 HYDROZONE 5 HYDROZONE 6 HYDROZONE 7 TOTAL HYDROZONE (ZONE#) LW (3) MW (1) MW (1) MW (1) HW (2) MW (1) LW (4) LW (4) LW (5) MW (6) MW (6) HW (7) MW (6) MW (6) SF 2,595 1,070 345 2,195 345 3,5:JO 535 10,615 1 VALVE IRRIGATION NUMBER METHOD A1 DRIP A2 DRIP A3 DRIP A4 DRIP A5 ROTOR A6 DRIP A7 DRIP AB DRIP B1 DRIP 82 DRIP B3 DRIP 84 ROTOR B5 DRIP B6 DRIP IRRIG TYPE PLANTING TYPE DRIP MED SHRUBS ROTOR HIGH nJRF DRIP LOWGC DRIP LOW SHRUBS/GC DRIP LOWGC DRIP MED SHRUBS ROTOR HIGH nJRF PLANT TYPE/ FACTOR (PF) 0.3 0.5 0.5 0.5 0.8 0.5 0.3 0.3 0.3 0.5 0.5 0.8 0.5 0.5 HYDROZONE % OF TOTAL AREA (S .F.) LANDSCAPED AREA 345 6 455 795 40 1,070 1,305 1,865 330 6,205 345 1,040 350 535 1,105 1,035 4,410 7 13 1 17 21 30 5 100 8 24 8 12 25 23 100 I PRESSURE LOSS CALCULATIONS VALVE#M FLOW IN QTY DESCRIPTION GPM 1" IRRIGATION WATER METER 7 30 FEET OF 1" COPPER SERVICE LINE (1.32/100') 7 150 FEET OF 1" SCH 40 MAINLINE (1.24/100') 7 3/4" l'NTI-SIPHON Vfal VE 7 FITTING LOSS (20% OF M.AJNLINE LOSS) 7 O' FEET OF ELEVATION LOSS OR GAIN 0 LATER,Al LINES 7 TOT,AL LOSS EXISTING STATIC WATER PRESSURE PRESSURE REQUIREO AT HEAD/EMITTER RESIDU,Al WATER PRESSURE PRESSURE REGULAfOR REQUIRED VALVE#BS FLOW IN QTY DESCRIPTION GPM 1" IRRIGATION WATER METER 5 30 FEET OF 1" COPPER SERVICE LINE (097/100') 5 135 FEET OF 1" SCH 40 M.AJNLINE (1.24/100') 5 I 3/4" /lNTI-SIPHON 1/,Al\iE 5 FITTING LOSS (20% OF MAINLINE LOSS) 5 0' FEET OF ELEVATION LOSS OR GAIN 0 LATER,AL LINES 5 TOT,AL LOSS EXISTING STATIC WATER PRESSURE PRESSURE REQUIRED AT HEAD/EMITTER RESIDU,AL WATER PRESSURE PRESSURE REGULATOR REQUIRED Plotted by: KC-SPAD Dec. 05, 2014 09:54 AM S:\z_Projects\LH01-2013_ TabatalsPAD\'M' (Models)\Ll-101-LH01-M.dwg PSI LOSS 0.40 0.55 1.86 4.60 0.37 0.00 5.00 12.78 130.00 30.00 87.22 LOSS 0.40 0.30 1.67 4.60 0.33 0.00 5.00 12.30 130.00 30.00 87.70 IRRIGATION MAINTENANCE SPECIFICATIONS HYDROZONE DIAGRAM HYDROZONES AREA IRRIG. ~ Irrigation Maintenance Specifications A Over Head (Spray) and Drip Irrigated Areas i. Scheduling: Grass and shrub areas shall be irrigated as often as necessar/, staying within local drought restrictions, to maintain healthy growth and appearance. Irrigation times should be scheduled for early morning hours {3:00 AM to 6:00 AM) whenever possible to reduce disease problems. Watering schedules shall be controlled by the Et based Control System. A qualified person shall be responsible for operating and scheduling the irrigation control boxes along with the duties of adjusting controllers, observing the distribution of water, and making minor adjustments to correct any problems within the system. 2. On turf, water should not be applied at a rate higher than the infiltration rate of the soil. If runoff still occurs, frequent and s.hortened water cycles should be scheduled, programmed ta avoid run-off. 3:. Soil sampling at 6ll to all depths at several locations throughout property shall be done biweekly to check for adequate moisture. Hand watering of localized "brown areas" shall be done when necessar/. 4. Watering schedules shall be arranged so as not to coincide with herbicide applications, mowings, or other events that may interfere with the use of the facility. 5. Records shall be maintained to record precipitation rates and monthly irrigation scheduling. These include: precipitation rates, day, time, and length of watering for each station {valve) for each controller. Copies of such records shall be pro1Jided to Owner. B. Trees, Shrubs, Groundco'lers, and Vines shall be checked weekly for adequate water requirements. Conditions such as: wilt, color change, vigor, stress, growth fate and plant turgor should be monitored and adjustments shall be made as necessary. Conduct a fe'liew of the drip systems in operation if plant material appears stressed in an isolated area. Repair and/or replace drip tubing as necessary. C. System Maintenance 1. The irrigation system shall be maintained for optimum performance by: cleaning, adjusting all sprinkler nozzles, wye and basket strainers, drip emitters and screens fer proper coverage (head to head or beyond) and to reduce overspray onto sidewalks and pavement. 2. Weekly inspections of the irrigation system wh1le in operation should be made dufing the warmer months (May 1'1 through September 15th), and biweekly in other spring and fall months to detect any malfunctioning of the system. 3. AH malftmctioning equipment shall be repaired prior to the next scheduled irrigation. 4. All replacement heads and other equipment shall be of the same manufacturer, type, and application rates. Casero -L~tl-8 M_o_d_e_l_:-:_-~-:_-:_-:_~---I Hydrozone Table for calculating ETWU Plc:a:,;t: <.:om ildc L11<:. l1 1dmzum: lalill!(sJ. Usl! as 111,11l L.tbll::i ,1s fll!CL">.'idl' --- ---··-------·· -,------- CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Evapotr<1n~pirc1tion Rilte (Eto)" Conversion hu.:tor (Step 1 x Step 2) Pl<111t F,u:tur (Pf)' •(Frum WUCOLS) (VI.W-1 IW) (u.1-0.8) Are<L oF Hrdrm:one (sq. ft.) 0 lA (.Step 'l ., Step 5) h'rlg<1tiou l:'.tfo.:i~ni.:y (IE)ut StqJ 6 I StqJ 7 (Totcil All Step 8 + Total SLA sq.ft. in Step 5) ~-~[drnzone Numb_e_:,J.~.:::; with SLA Zorn .. • B"low -use a::: manr tc1bles ,-----, as necessary to complete all hydrc.r.t:c.mes) o.8 0 () 3,53° 535 0 0 0 0 0.80 0.70 0 0 2,206 Gu o 0 2,947.t I -·----;JHkro-sprny = .~o .. _, ____ [_-----·-·· . _ .. _______ _ 1----!:i'.:!.t of l-5 '.!nd \Vt'.'il of HI Cami119_~t',1~_: 44.cJ ~Ju·ay = .55 1-f½W~ MED WATER USE SHRUBS 2-11 II 11 111 HIGH WATER USE TURF 2,595 SF 1,070 SF 3-[ p LOW WATER USE G,C. 345 SF 4-~ LOW WATER USE SHRUBS/ G.C. 2,195 SF DRIP ROTOR DRIP DRIP DRIP DRIP ROTOR 5-b[--[--[--[--1 LOW WATER USE G.C. 6-~ MED WATER USE SHRUBS 7-tZ-Z½-1 HIGH WATER USE TURF TOTAL 345 SF 3,530 SF 535 SF 10,615SF -----~ l lydrnzone 1'\umbt't' {t_~ \,1ith SL.A Zone_ Below-uc:e as 111,;rny t:1bles ___ ,__ ______ , ilS rrecr.:~sur)' tu i.:umpkcr.: illl hydro:wnes) I I J•:vilpotranspit'iltion Rate {!.:tu)• Conversion Factor {Step 1 ."< Step 2) l'L.u1t Factor (P[,Y*{l-'rum WUCOLSJ (VLW-II W) {u.1~0.8) Arca of H ydrozone (sq.ft.) (\ IA) (Stt•p ,1 x St<.•p 5) lt'l'igJ.tiun l.:ffidem:}' {lE)<H (Tut<1li\ll Step 8 T Tutal Sl.1\ sq.ft. in Ster 5} {Step J x St1cp 9) l'.stimatr.:d Tutal \Vat1cr Use in gallons pt•t· year (E'I \VU)-Total i:hall nor -l:.\'.Ct't'd M;\ WA F.to ~- l'roct'ss Step Nu. (Udow) L,22J 0.80 L2S) 2,195 0.80 823 3,797.2 I I -- 1-"*~'Jf, 0 () 0 0 () -·------· ------·----·r ..... Wf!.<,Toff-5_,,.4<w __ -· ___ J______ .:...-.. [1Wic!o-sprny=_.H_o_ 1::cL~I of f-5 one/ Wesl of El (.'(lmino reul = 44.0 iSprny = .55 ,-,-2_,_.._.,, 1 6 6 3 i i . ------! , 6 6 Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No. LH01-P Scale: AS NOTED Drawn: JB --t-="'~W•~·t g[Qf_(1_1~1i110 &al= 17.0 ________________ . H.oior = .70 ·--------------·---·---- i'\pplicwll may provide a dijJe1'eHI tilO if _____ lJubbler = •73. _______ _ 1----+-~----·------Applicanl may wovfric ,1 dijj'en:nl Clo if° _ h~~b/~~ "'_ Z)' :-·---+l--:l!--~!-o~,[_-li~/ C-'c_!!.!__£i-_,u-.>__-Re-a~l~-.-17-.o-_ ---_ ~~------:···-·---· --~, H-o,-a-r ,:~7~ ----~---_____ -_-_-_-____ J Ll-0.01 Checked: PAD SU J JOl'(ed li dm.:umenlatior1 subJer.:t lo ti J irnw1/ :Ori i = .So by lite. Ciiy l'hurning Ufvision 't\pf!licw1! may 11rovide a dijfereril lb' ij' _____ ,._ ------- :supported by ducumrntutior1 su.bjrcct tu f-----t------------'-----+-------,-··-•-------·-···-------··· ---·-- .Approval by the City Plcm11i119 Divisio11 l----+----------------1---------~ _____ , f----··----_: [('~!!/:~11d LwHlscape fr~:!v_aliun ~=sl --·. ---- l-----+-----------~----1---------''_fr.!_!3..!!_!!_C!!_~i..:/Jt l'rw..:tfr:e.1·,ilpril 1cm5) u Plu11t Fuc:to,· u.ml Wutc:r Use: 0.1 = VLW-\le1·y Low We.Lei· Use ----------·-·-----· ---·-··- u-3 = L W -low Water Us,..: 1:'km/s f-----l-"-- ( J. _5 = MW -Moderci/111V,11er Use P!t1111.~ u.8 = HH' -High Waler Use Plwtts ----•··-· -----~ .. ·--_ SUPI_)Ol'led by docLtmc11lcllion_s<ibJecl lO <lJJ.£!YWil ··-. _ -· c _ Unp = .&J by {/1e C.:ily fllcmnin!) ~~i~io'.!_ __ . ____________ .----· ___ -f----.. __ IJ)p/irnnl may pi ov1de a diffen:nl lb if 1 1 suppurtrcd by ducumentcition StibJect to 1---+-------+------+---Approval by ihe City Plrmn iny Vivisiun , f· ' I -- i i--- , --+---·•------I ____ , ~" Pluut Fuctc>I' uwl Wutc1· U.-.:e 0.1 = Vl. \\1 -Vt"!')' Lmv i\late,· Use i (Twfw1d Lw1d.:.;u1µ1..· lrriyution &:sl 1Wanay1.:mcnt Practio::s, April 2005) ·--·---,-----·-···-·---~ ' I ___ J I I --~ i • IRRIGATION SCHEDULE CALCULATIONS, AND NOTES APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE ___ _ EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD fsm5l ,---------------t---t----1------------------+---+---+---+-----l L_!!_j PLANNING DIVISION L__3i_J ~LA=ND=s==c=A=PE'.,..'.::IM=P=Ro=,=1E=~:::;1E=NT==PLA=N=S=FO::R=:========-===::::::; TABATA 10 CASERO MODELS * i-----t----t----~--------------t--+---+-----1-------1 I-AP-PR_ov_rn_: __ /-<t:_~~\_<-r:~-~b\~~-~}t __ _ PLANNING E..:piraLion Date: DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE IMITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: CT 06-13 472-?M RVWD BY: z 0 -1-u :::, a::: I-en z 0 u a::: 0 LL l-o z • -IO C) N ....... "<t' ....... C) ~ in .... C: 11) E ::I u 0 C C: 0 ·-u ::I ... .... in C: 0 u .. ~ en -ns > 0 ... a. a. <( ns C: ·-LL DRIP SYSTEMS w I NOTE, SEE PRODUCTION IRRIGATION PLANS FOR STREET TREE IRRIGATION, Si-ITS IS-I0. DRIP SYSTEMS ARE SHOWN DIAGRAMATICALL Y AND SHALL CONSIST OF IN-LINE EMITTER TUBING SPACED 12" ON CENTER, WITH EMITTERS SPACED 18" ON CENTER. LAYOUT TUBING SUCH THAT EMITTERS ARE TRIANGULARILY SPACED. REFER TO THE DETAILS FOR PROPER INSTALLATION OF INTAKE AND EXHAUST MANIFOLDS. 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. TEE INTO I" COPPER PIPING SERVING RESIDENCE. INSTALL I" COPPER TEE AND I" MALE ADAPTER. TRANSITION TO I" SCI-I 40 PVC PRESSURE SUPPLY LINE AND EXTEND TO VALVE LOCATIONS Si-lOWN. CONFIRM RESIDENTIAL COPPER PIPE SIZING IN FIELD, ADAPT AS REQUIRED. STATIC WATER PRESSURE, 130 PSI NOTES: LOT 18 P.O.C. TEE INTO I" COPPER PIPING SERVING RESIDENCE. INSTALL I" COPPER TEE AND I" MALE ADAPTER. TRANSITION TO I" SCI-I 40 PVC PRESSURE SUPPLY LINE AND EXTEND TO VALVE LOCATIONS Si-lOWN. CONFIRM RESIDENTIAL COPPER PIPE SIZING IN FIELD, ADAPT AS REQUIRED. STATIC WATER PRESSURE, 130 PSI 1. Refer to Sheet Ll-0.01 for Irrigation Schedules and Notes. 2, Refer to Sheet Ll-5,01 for Irrigation Details, r-,NDSC-4,0 \j·,3. I \0, LI (;; ;; (0,,, _,,__.. ;;, ~ o,: "-....:.,;fr~ /4==-=-=--~ -I Signature Ec:p.8131/16 Renewal Date 12/05/2014 Date F CALI Iii PROPERTY LINE --------- \WATER METER STA 2S+ll 18 CON-1ROLLER INSTALL ONE /I! i-lUNTER XC-B00 CONTROLLER, WALL MOUNTED TO EXTERIOR WALL AT Ti-llS APPROXIMATE LOCATION. COORDINATE LOCATION WITI-I POWER OUTLET LOCATION IN I-JOME. 0 5' 10' 20' Scale: 1"=10' Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No,: LH01-P Scale: 1"=10' Drawn: JB Ll-1.01 Checked: PAD APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP. DATE NOTE, SEE PRODUCTION IRRIGATION PLANS FOR STREET TREE IRRIGATION, Si-ITS IS-I0. IRRIGATION PLAN REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ 5 PLANNING DIVISION 4 l-----+--1----------------t----+--;t-----+----1 LANDSCAPE IMPROVEMENT PLANS FOR: T ABA TA 10 CASE RO MODELS I APPROVED: ~\ ?1: ~\ ..,,ft: /-Z.• l"t-C::\:: I PLANNING DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITJAL CHKD BY: CT 06-13 472-?M OTHER APPROVAL CITY APPROVAL RVWD BY: z 0 -1-- (.) => a::: I--en z 0 (.) a::: 0 LL 1-- 0 z I -LO 0 N .,... '<:f' .,... 0 N -II) -C: Q) E ::I t.) 0 C C: 0 ·--t.) ::I ... -II) C: 0 (.) . . -Q) en -ct! > 0 ... C. C. <( 3, Refer to Sheet Ll-6.01 for Irrigation Specifications. Expiration Date: ct! C: ·-L.----------------------------------------------------------------------------------------■-1 LL Plotted by: KC-SPAD Dec. 05, 2014 09:54 AM S:\z_Projects\LH01-2013_ Tabata\sPAD\'M' (Models)\Ll-101-LH01-M.dwg ~ 12" ABOVE ¢=:jl---l--1------ HIGHEST HEAD CONTROL AND COMMON WIRE TO CONTROLLER ELECTRIC CONTROL DRIP VALVE ASSEMBLY WITH ATMOSPHERIC VACUUM BREAKER, FILTER, PRESSURE REGULATOR 3/4" SLIP X THREAD ADAPTER 3/4" SCH. 40 PVC NIPPLE, LENGTH AS REQUIRED +-m• 12" IIII_Jf' , = 11:::-= I FINISH GRADE :1111 I 1111.c Ii 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. DRIP ELECTRIC CONTROL VALVE ASSEMBLY W/ ATMOSPHERIC 0 VACUUM BREAKER I 12" ABOVE CONTROL AND COMMON WIRE TO CONTROLLER ELECTRIC CONTROL VALVE W/ ATMOSPHERIC VACUUM BREAKER AND PRESSURE REGULATING MODULE -Ill-~-++-----PVC UNION HIGHEST HE)AD " i) -~~-- v FINISH GRADE !~It _-__=ij~J.:;: ii ~ Ill Ill 12" 1111--11' -'Ill' =::11 ,..,···-""1:.;+-11 --- / 1111= r,; _ '/ [J1-------~ NOTE: DIAMETERS OF RISER, FITTINGS AND NIPPLE SHALL EQUAL CONTROL VALVE DIAMETER. 1" SCH. 40 PVC NIPPLE. LENGTH AS REQUIRED 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 ELECTRIC CONTROL VALVE N.T.S. ~----------FINISHED GRADE ~-----NATIVE SOIL AS APPROVED BACKFILL WI MINUS 1/4" MATERIAL 11 Il~~~~'iiJ-l~ PVC LATERAL PIPING f If-1 -i---------RECYCLED PURPLE 11-11 j: 1= PRESSURE SUPPLY LINE NOTES: -++--6" MIN. '----CONTROL WIRING BELOW PRESSURE SUPPLY LINE 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. ~ ---------INSTALL (1) HUNTER SOLAR SYNC SENSOR ON THE HOUSE EVE IN A LOCATION EXPOSED TO SUN AND 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. I~--CONTROLLER -INSTALL ON BUILDING WALL SECURE WITH ANCHOR BOLTS INSTALL 4" HT. SELF ADHESIVE VINYL LETTERING CORRESPONDING WITH FIELD UNIT# ON INSIDE SURFACE OF ACCESS DOOR. ~---2" CONDUIT SECURED TO WALL /_,_-!-----BUILDING WALL FINISH GRADE "-'~~V,._;J_,-_....:,b.]t L 5/8"x8 FT. COPPER-CLAD GROUNDING ROD W/ BRONZE CLAMP & 10" ROUND VALVE BOX gYPICAU. QUANTITY AS RECOMMEN ED BY MANUFACTURER. ~---#4 BARE COPPER GROUNDING WIRE L..._ ____ 2" SWEEP ELL -CONTROL WIRES & GROUND WIRE ®TRENCHING N.T.S. 0 IRRIGATION CONTROLLER 3 ------EXTERIOR WALL MOUNT N.T.S. .-------SPRAY NOZZLE OR BUBBLER .-+-+-------SET BOTTOM OF CAP AT GRADE 3" -.---·CURB & GUTTER OR SIDEWALK WHERE APPLICABLE -~------1/2" X 2" SCH.BO PVC NIPPLE ~------1/2" MIPxFIP MARLEX 90 ELL (2) ""'----112" X 8" SCH. 80 PVC NIPPLE ~-1/2" MIPxFIP MARLEX 90 ELL ~--SOLVENT WELD SCH.40 PVC FITTING ~---PVC LATERAL PIPING ) r '- RAINBIRD XB-20PC EMITTERS ON 1/4" TUBING WITH 1/ CONNECTOR 4" BARBED PLACE OV FOUR (4) TOTAL ER ROOTBALL C -/" >.-" TREE ROOTBALL ~ J<- EMITT & FITT I.__ ER TUBING INGS ( EMITTER TUBING -;< TREE ~ ROOTBALL ~ -_/ J- I I I lfilj,_rr-___ ----.i--l{l;"'=,e,;=~ FINISH GRADE 111 1111 ll'r...,__~,...,111--01111 - 1111= 4" 11},"""-1'1..,ll=L=·---·IO" ROUND VALVE BOX BRAND "GV" ON _ LID OF VALVE BOX. REFER TO I' TECHNICAL SPECIFICATIONS. VALVE BOX TO REST ON GRAVEL SUMP. '-,.~---3/4" SCREENED GRAVEL SUMP 1 CU. FT. Q ,i-·~0-~'""~· -6" CLASS 160PVC SLEEVE BOTTOM TO BE • 'rJ \.) FLARED AND CONTACT TOP OF PRESSURE <:, . i:J SUPPLY LINE ~---PVC PRESSURE SUPPLY LINE L..._ ____ SLIPxMIPT SCH.40 PVC ADAPTOR (2) ~------GATE VALVE W/BRASS CROSS HANDLE RECTANGULAR VALVE BOX WITH EXTENSION -BRAND "PR" INTO VALVE BOX LID. REFER TO TECHNICAL SPECIFICATIONS. PRESSURE REGULATOR ~--11----SLIPxMIPT SCH. 40 PVC ADAPTOR (2) ~------3/4" SCREENED GRAVEL SUMP 2 CU. FT. 0 GATE VALVE N.T.S. ®PRESSURE REGULATORNTS. HUNTER PLD-050 ADAPTER FITTING--~ ~--1/2" SCH 40 FPT TEE (TYPICAL) ~:1-11'' '-11, ~-111"' ., II-I I---I I I--I I--lii='ill Ill 1 /2" PVC SCH 40 ' ·-,, 11=' 11=111: 'I I [_./ '1 I--/ I l=I SUPPLY RISER -II =I 11-J _ _[ I 1:: '111= TRENCH FOR SUPPL y 1 ' _1_11 I: ,111:=1 11--1 & EXHAUST HEADERS ~ I : 1 1--Ufl ",_ 3/4" X 1/2" X 3/4", s X s X T ---.... ~ I 1~-t 11111111 I 12" PVC SCH 40 TEE OR ELL Jr =I I CJ 3/4" PVC SCH 40 ----..... =1 r1 -o--+=J;::'-+,~'-"'.I =sl l;'-1------MID-LAYOUT SUPPL y HEADER SUPPLY OR EXHAUST _-T O , /= . . & RISERS AS REQ'D, 18" O.C .. HEADER !JT[::·r,.c----,· =-/ \,/"' rye, r[:= / /-I [ /::' -~ '~cLl,"!7..,.--------'-'-T'-"REceN'-"C"-'H-"B"-OTT'-'-"'O"'M...L =11~1-·1 1 1'-l [ 1-1-' 1'"'"11 • • • • ~ .;_..,-;, I • EMITTER TUBING INTAKE 0 WI A TMOSP HE RIC VACUUM BREA~~R 01-P_O_P_-U_P_S_P_R_A Y_H_E_A_D..,.,..N_r=-=-.s. ~ AT TREES LAYOUT ~1---------N.T.S. 0 HEADER MANIFOLD 91------ N.T.S. Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 INSTALL TUBING 9" FROM CURB OR WALK VALVE ASSEMBLY ---IN-LINE EMITTER TUBING (SEE DETAIL #1, THIS SHEET) \ HUNTER PLD-06-12-XX" EMITTERS AT 12" INTERVALS, 1" PVC SCH 40 SUPPLY HEADER ~m ROWS AT 18" O.C. tr ;----HUNTER PLD-050 ADAPTER -~ WALK OR CURB ~ •P1 FITTING (HUNTER TUBING TO -G:i;.~~;.~~~-11'~ -~. ~;.:s~-~~~-~~~-~~,~ ·. ,8.~.~67 PVC ADAPTER FITTING) 'I ~I 12" 1-,, , " . " , I = (EMITTERS) , , I ~__,__,___,__ __ 18" TUBE SPACING SHRUB (TYPICAL). I\'<----PVC EXHAUST HEADER ITljl:j::::;,==:::,•==::ii•t,J1,t:_=:;::• =::U:'.°'=Jt=•==:::i•===:.:•==i!')'::,:,=:::J(~] ASSEMBLY & FITTINGS I/ t, ,l----L'-3/4" END PIPE HEADER TTI .. G . "" .. •,; . " 1~--3" FROM CURB, WALL OR WALK TYP. ALL SIDES @,,p~ .. c:,:.==~i,t·===O====l':p:.· =(~ ~ ' 'i; ' " ' ' ' -11 ' _ "1Q) -LINE FLUSHING VALVE (SEE DETAIL #5 THIS SHEET) ),.}- LJI==· =· uac-1~. =o I Ti CONTINUATION r OF SYSTEM . I\~---HUNTER TLELL TL TEE OR PTLCROS FOR SURFACE MOUNTED CONNECTIONS ~-----CURB, WALK, BUILDING WALL OR FENCE 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. ~_I_N_-L_I N_E_E_M_IT_T_E_R_T_U_B_I_N_G_L_A_Y_O_U_T_ ~ SHRUB BED APPLICATIONS N.T.S. Plotted by: KC-SPAD Dec. 05, 2014 09:54 AM S:\z_Projects\LH01-2013_ TabatalsPADl'M' (Models)\Ll-101-LH01-M.dwg 1 O" ROUND VALVE BOX -BRAND CONTROLLER & STATION NUMBER INTO VALVE BOX LID. 1/2" FPT X BARB ADAPTER FITTING TO ACCEPT EXCALIBUR TUBING 112" SLIP X SLIP SCH 40 BALL VALVE 1/2" COIL OF EXCALIBER (FLEX-~ PVC) TUBING WITH 1/2" BALL VALVE -SEE BELOW. ~------PLANTING BED MULCH ~----1/2" S x T sch 40 ELL (TYPICAL) ~--HUNTER PLD-050 ADAPTER FITTING --HUNTER PLD-06-12-XX IN-LINE EMITTER TUBING EMITTERS AT 12" INTERVALS 3" -+-..Cl"L.... FINISH GRADE 1211 1/2" PVC SCH 40 EXHAUST RISER EXHAUST HEADER TERMINATION OF SYSTEMS & RISERS AS REQ'D. 1/2" PVC SCH 40 SUPPLY OR EXHAUST HEADER L....---------1/2" SCH 40 TEE TO FLUSH VALVE ASSEMBLY ""-=--=--=-==--~~-----18"x1/2" I.D. EXCALIBUR IRRIGATION HOSE ,,------\"T---n-----INSERT x MIP 90 ELL 1/2" SCH 40 PVC PIPING, LENGTH AS REQUIRED PLAN t-f-1~-~ ~ SCH 40 PVC FROM EXHAUST MANIFOLD /-----10" ROUND VALVE BOX '------1/2" SLIP X SLIP SCH 40 BALL VALVE @-E_M_I_T_T_E_R_T_U_B_IN_G_E_X_H_A_U_S_T_H_E_A_D_E_R_M_A_N_l_~?-.s __ LD r ~NDSCA i de, l I 0~~: u,;({\ L,LJW ~/,<,,J,,....--"'cl,O 0::: CL /~v(....( -l -i • Si\]nature E~p.8/31/16 Renewal Date 12/05/2014 Dale C/\l Expiration Date: DATE INITIAL DATE IMITIAL DESIGMER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE IRRIGATION DETAILS ~ 6 T: 949.770.8530 www.studio-pad.com Job No.: LH01-P Scale: AS NOTED Drawn: JB Ll-5.01 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 4 LANDSCAPE IMPROVEMENT PLANS FOR: T ABAT A 10 CASE RO MODELS I APPROVED: iv\ C.:r-l::;.\L~ir-I 2--1'1;-1-\ PLANNING OWN BY: PROJECT NO. DRAWlflG NO. INITIAL CHKD BY: CllY APPROVAL RVWD BY: CT 06-13 472-?M z 0 -1-u :::> 0::: I-en z 0 u 0::: 0 LL l-o z I -I.O 0 N ...- -.:t' ...- 0 ~ (/) -C: a, E ::::, u 0 C C: 0 ·-t, ::::, ... -(/) C: 0 u . . 1ii en nJ > 0 ... a. a. <( -nJ C: ·-LL SECTION 02810 IRRIGATION SYSTEM PART 1-GENERAL 1.01 1.02 1.03 1.04 E. 1.05 1.06 WORK INCLUDED ~ Work of this Section generally includes provision of an underground irrioatiun sy::;tem irK;ludir1g tl1e followir1g: A. Trenching, stockpiling excavation materials, and refilling trenches. B. Complete system including but not limited to piping, valves, fittings, heads, controller \11irini;i and final adjustments to insure efficient coverage as determined by Consultant. C. Water Cur1neutior1s. D. Replacement of ur1sati~fc1utory rr1aterial':i E_ Clean up, inspection, and approval F. Tests. REFERENCES A Perform Work in accordance with requirements of Conditions of the Contract and division 01 " General Requirements as well as provisions of all applicable laws, codes, ordinances, rules, and regulations. B. Conform to requirement-'.:i of refoH:111ce inforrmitiori listed below except where more stringent requirements are shown or specified in Contract [x)cuments. 1. American Society for Testing and Materials (ASTM)-Specifications and Test Methods sp:!cifically referenced in this Section. 2 Under.vriiers Laboratories (UL) -UL Wires and Cables. QUALITY ASSURANCE A. Special Requirements: 1. Tolerances -Specified depths of pressure supply lines and laterals and pitch of pipes are minimums. Settlement of trenches is cause for removal of finish grade treatment, refilling, recompaction, and repair of finish grade treatment 2. Coordination With other Contracts -Protect, maintain, and coordinate Work with Work urider r;tt1er· Seclioris. 3. Damage To Other Improvements -Contractor shall replace or repair damage to grading, utilities, soil preparation, seeding, sodding, or planting done unrJer other Sections during work assoc:iated with installation of irrigation system at no additional cost to Owner. 4. Work involvir1[J su~tantial plumbing fur ir1stallation of tJackflow µreventers, copper service and related work shall be executed by licensed and bonded plumber(s), performed in accordance \'lith prevailirlQ codes and regulations. 5. Work involving connection to. installation, or extension of 120 volt or greater electrical service, shall be executed by a licensed and txinded electrician, perfonnf.:d in ac.;c;o1dance witt1 prevailillfJ codeS and regulations. SUBMITTALS -Prepare and make submittals in accordance with conditions of the Coniract. A. Submit all products to Owller for· approval. Controller Drawings 1. Provide one controller drawing for each automatic controller installed. a. Controller drawing may be same size reprorJuction of recorcl drawlriQ, if scale permits fitting inside controller door wltt1out folding drawing. If ptioto reduction prints are required, keep reduction to maximum size possible to retain full legibility. b. Contruller Jrawing st1all tJe Lilueline print of a,;tual "a~-f.luilt" ~ystem, showing area covered by that controller. c. Identify area of coverage of each remote control valve, using a distinctly different pastel color for each zone. Highlight heads, lateral piping, and control valves. d. Following review of control/er drav1ings by Consultant, hermetically sea! each drawing between r.vo layers of 20 mil thick clear plastic. e. Controller drawings shall be completed and approved by CXJnsultant prior to final completion walk-through of irrigation system. f. Allaet1 approved cuntrol!er drawing to inside of eact1 contiuller rJoor using self-adhesive Velcro strips. F Operation Manual: See Section 01700 Contract Closeout, Paragraph 1.07, for description and timing of Operation Manual ~ubmittal. lrir..:lucle t.t1e folluwir1rJ ir1funnaliun: ·t. !ndex sheet stating project name, and listing company, address, phone number and contact person of ONner, Landscape Architect and Contractor, including Primary Subcontractors. 2. Manufacturer Technical Manual for controllers DELIVERY, STORAGE, and HANDLING -Deliver, unload, store, and handle materials, packaging, bundling, pruducls, in dry, we21therpwof, waterp1oof c;onrJitior1 iri rnamIer to prevent Jarrwue, breakage, drderiuratiun, ir1t1usiu11, i(Jnitiun, w1d vandc1lism. Deliver i11 original ur1opened packaging containers promir.ently displaying manufacturer name, volume, quantity, contents, instnJctions, and conformance to local, state, and federal law. Remove and replace cracked, liruken, or c;or1tamim1ted items 01 elements prematurc;ly exposed tu muisture, ir1(;leme11t wcattier, snow, ice, temperature extremes, Fire, or jobsite damage. A. Handling of PVC Pipe -Exercise care in handling, leading and storing of PVC pipe. All PVC pipe shall be transported in a vehicle which allmvs :ength of pipe to lie flat so as not to subject it to undue bending or concentrated external loads. All sections of pipe that have been dented or damagecl shall be discarded, and if installed, shall be removed and replaced with new pir;ing. JOB SITE CONOITIONS A Protection of Property: 1 Preserve and protect all trees, plants, monuments, structures, and paved areas from damage due to Work of this Section. In the event damage does occur, all damage to inanimate items shall be completely repaired or replaced to satisfaction of Onner. All injury to living plants shall be repaired by o.,mer, and a/I costs of such repairs shall be charged to and paid by Contractor. 2. Protect buildings, v,,..-cllks, walls, and ot11er property frorn darnage. Barricade open trenches Damage caused to asphait, concrete, or other building material surfaces sl1all be repaire;:J or replaced at no cost to Owner. Restore disturbed areas to original condition. 8. 1.07 Existing Trees: 1. All trenching or other Work under limb spread of any and all trees shall be done Uy ttand or by utt1er rnett100s so as to prevent rJamar:.ie tu limbs or brn.1lvhes. \/Vl1e1e it is r1eceS-':i~llY tu exc-civale alljace11l lu exisiir11J trees, u:::;e iill µussible ewe to avoid injury to trees and tree roots. Excavation, in areas w·here 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 shat! be heavily wrapped with burlap to prevent scarring or excessive dryino Where a trenching machine is operated close to trees having roots smaller than t,110 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 r.vo coats of "Tree Seal". Trenches adjacent to trees shall be closed within 2.!l hours, am! wt1en tt1is is m.ll possible, side uf tre11ctI adjacent to tree sliall t;e kept shaded vlith moistened burlap or canvas. Protection and Repair of Underground Lines 1 Request proper utility company to stake exact location (including depth) of all unrJerQround electric, gas, or telep/1one lines. Take wtiatever precautions are necessary to protect these underground lines from damage. In the event damaQe 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 shall be kept to a minimum and shall be restored to original condition as deemed w:.:;ceptable by Owner's Representative. WARRANTY/GUARANTY -Contractor shall warrant materials against defects for a period of one year from date of Subsiantial Completion. Contractor st1all guarantee workmanship for similar period. Contractor shall be responsible for coordinating material warranty ltems with manufacturer/distributor. A. Settling of backfilled trenches, which may occur during guaranty i:;eriod, st1all be repaired by contractor at nu expense tr) 01mer, ir1clL1r.ling complete restoration of damaged property and landscape improvements. B. Expenses due to vandalism before substantial completion shall be borne by Contractor. C. Owner or Representative Maintenance Company will maintain turf and planting areas during warrar1ty µeriod, so as not to tIamper proper operatior1 of irrigation s~lerri. 1.08 MAINTENANCE A. Furnish the following maintenance items to Otmer prior to final Acceptance: 1. 2 Sels of special tools reqL1ired for removir;g, disc1ssemblir1g, cuKl adjusting P.ar..:ti type of sprinkler head and valve supplied on this Project 2 Two 6-foot valve keys for operation of gate valves or stop and waste valves (if applicable). 3. < keys For eaclI automatic co11troller. 4. 5 sprinkler bodies of each sizeitype 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 1/2"). 2. Non-pressure Lines -Schedule 40. 3. Drip Tubing (3/4")-Netafin1 Techline CV In Line Emitter Tubing. 4. Emitter tubillLl (1/4") -Hardie EHD 0437-DUF~-POL Hose. 2. Blow-Out tubing (112")-GalCD ½" AJR PVC flex hose B. Plastic Pipe and Fittings: 1. lder1tifir..:2ttion Markif!gs: a. All pipe to be identified with follo\'~ng indelible markings: 1) Manufacturer's name. 2) Nominal pipe size. 3) Schedule of class. 4) Pressure rating. 5) NSF (~Jatiuna! Sanitation Foundation) seal of approv21I. 6) Date of extn.ision. 2. Solvent \/'/eld Pipe -Manufactured from virgin polwinyl chloride (PVC) compound in accordance with ASTM D2241 and ASrM D1784; cell classification 1:1454-8, Tyµe 1. Gra,Je 1. a. Fittings -Standard weight, Schedule 40, injection molded PVC; complying with ASTM 01784 and 02466, cell classification 12454-B. 1) Threads -Injection molded type (where required). 2) Tees and ells -Side fJatecJ ti. Ttireaded Nipples -ASTM D24f)t\, SctterJule 80 wiU1 molded U1reads c. Joint Cement and Primer -Type as recommended by manufacturer of pipe and fittings. C. Low Pressure/Volume Systems: 1. Emitter Tubi[lg as indir;ated 011 r.1rcw~r1gs. 2. Drip Tubing -Manufactured of UV resistant flexib,e vinyl chloride compound conforming to ASTM 01248, Tyi=e ·1, Class C, Category 4, P14 and ASTM 03350 For PE 1221110 3. Fittings -As recommended by tubing manufaciurer. 4. Drip Valve Assembly-Type and size shown on drawings. a. Wye Stminer -Plastic/fiberglass construction with 200-rnes!i nyk)fl screen, manufactured by Rainbird Products, Inc. Size as noted on drawings. b. Control Valve -2 way, solenoid pilot operated type made cf synthetic, non-corrosive material; diaphragm acttvated and slow closing Include freely pivoted seat seal; retained (mounted) without attachment to diaphragm. c. Pressure Reducing Vaive -Plastic construction with pre-set preS6ure regulat]on and sized for zone flow rate. Manufactured by f\Jetafim Products. D. Copr:er Pipe and Fittings 1. Copper Pipe -Type 'K' hard tempered. 2. Fittings -Wrought copper, solder joint type. 3 Joints -Soldered with solder, .{15% silver, 15% copper, 16% zinc, and 24% cadmium and solidus at 1125' F and liquids at 1145' F. E. Gatf::! Valves: 1. Gate Valves for 3/4 inch through 2-1/2 Inch Pipe -Brass construction; solid wedge, IPS threads, and non-rising stem with wheel operating handle. 2. Gate Valves for 3 inch and Larger Pipe -Iron body, brass or bronze mounted A'MVA gate valves with a dear wate1way r;:qual to full m.1minal diameter of valve; rubber gasket or mechanical joint-tyr-e only. Valves shall be able to withstand a conbnuous working pressure of 150 PSI and t.e equipped with a square operating nut F. Valve Boxes: 1 Gate Valves, Drip Line Blow-out StuUs, arid \/l/i1e Stub Box -Carsor1 #910-10-4 w/ non-bolt down cover. 2. 3/4 Inch through 2-lnch Control Valves -Carson #1ll19-12-33B w/ boit daNn cover. 3 Oriµ Valve AsSf.!rnb/ies -Carson #1419-12-38 wt bolt r.Jowr1 cover. 4. Control Wiring Splices -Carson #910-12-3B w/ bolt down cover. 5. Master varve -Rectangular with extension (see construction details). 6 Provide stainless steel txilts for valve box covers where required and indicated above. G. Electrical Control Wiririy Plotted by. KC-SPAD Dec. 05, 2014 09.54 AM S.lz_Pr□Jects\LH01-2013_ Tabata\sPAD\'M' (Models)\Ll-101-LH01-M.dwg 1. LON Voltage: a. Eleclrkal Control I/I/ire -AWG UF UL approved ~lo. 1,1 gauge direct burial copper wi1 e for all c;oritrol wire 8, arid No. 12 gauge direct burial coppeI· v-tire for all GfJrnmun wire3. b. V\llre Colors: 1) Control Wires -Red. 2) Common \/I/ires -White. 3) Master \/~Jive Wires -Blue. 4) Spare Wires -Green (labeled at terminations) 5) Future Wires -Sarne as control and common wire {labeled at terminations). Control wire corn1€-f.:tio11s arid splices shall Lie mat!e witl1 3M llirr::rJ bury spike, 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 r)f equipnH::Hlt servicer.I. H. EJectric Control Valves -As indicated on drawings. I. Sprinkler Heads -As indicated on drawings. Fabricate riser/svling joint units in accordance with details on Drawings -with riser nipples of same size as riser opsning in spri11kler tx;dy. . J. Contraller -As i11dicotE:C..l on drawir1gs. K. Emitters and Emitter Components -As indicated on the Dra\·1ings. J. Sprinkler Heads -As indicated on drawings. Fabricate riser/svling joint units in accordance with details on Drawings -with riser nipples of same size as riser ai:ening in sprir1kler t.x.Jdy. PART Ill -EXECUTION 3,01 INSPECTION -Examine areas and conditions under which Work of this Section is to be performed. Do not proceed with Work until unsatisfactory conditions have been correcte;:J. A. Grading operatlons, with the exception of final grading, shall be completed and approved by Onner prior to staking or installation of any p:irtion of irrigation system except sleeving. 3.02 PREPARATION A. Staking shall Occur as Follows: 1. Mark with powderE:-d lime or marking paint, routing of pressure supply line and fiag heads and control valve locations for first series of zones as directed b:; Landscape Arcr1itect. Contact Landscape Architect 48 hours in advance and request review of slaking. Landscape Architect will review staking ancl clirecl changes if required Staking review does not relieve installer from coverage prob!ems due to improper placement of heads after staking B. Install sleevir,g under asphalt paving and concrete walks, prior to concreting and paving operations, to accommodate piping and v,iring. Compact backfill around sleeves to 95% Slanclard Proctor Density within 2% of optimum moisture content in accordance with ASTM D1557. C. Trenching -Trench excavation shall follow, as much as p::issi'ole, layout shown on Drawing. Dig trenches straight and support pipe continuously on bottom of trend1. Trend1 bottom shall be clean and smcai11 wiih all rock aml organic debris removed. Pressure supply line trenches shall be aver-excavated as required to allow for bedding material. Trench depth shall be uniform as required to meet minimum depth requirements for type of piping. 2 1. Clearances: a. Piping Smaller tt1ar1 3 lnci1es -Trerictms ~iiall t1ave a mlnimum wir.itt1 or 7 inches. b. Line Clearance -Provide not less than 6 inches r)f clearance between each line and not less than 12 inclles of clearance between lines of other trades. Pipe and \/'lire Cepth: a. Pressure Supply Piping -18 inches from top of pipe. tJ Nori-pressure Pipi11g (drip mairi lateral$) -12 iriches frur11 toµ uf pipe. c. Non-pressure Piping (drip emitter tubing and side laterals) -12 inches from top of pipe. d. Control Wiring -Sicle and bottom of pressure supply line. 3 Boring will t:e permitted cnly wliere pipe must pass under obstruclion(s), which cannot be removed, and must be approved by consultant if not specifically imlicc1ted on cur1strucliciri Jrawill!",JS. Final density of bar..\kfill shall rnatdi t/Jot of surrounding soil. Use of sleeves of suitable diameter is acceptable if installed first by jacking or boring, and pipe laid through sleeves. Observe same precautions as though pipe \'tere installed in open trench. 4 Refer to drawings for sleeving schedule and sizing requirements. 5. Install vertical piping as 1equired to reacll correct piping dept/1 wt1e11 sleevi11g ir1lr) walled planters. 3.03 INSTALLATION -Locate ott1er equipmeI1t a1,:; near as ~ossible to locations desigriated ori construction dravAngs. D2viations shall C€ approved by Consultant prior to installation. A. PVC Piping 1. Snake pipe i11 tre11ct1 as rnuct1 as µ.issible to ~!llr .. iw fur expa11sk)rl and contrar;tior1. 2. When pipe laying is not ln progress, or at end of each day, close pipe ends with tight plug or cap. [Perform work in accordance with good practices prevailing in piping trades]. 3. Coordinate pressure supply line installation with required beclcling operations. 4. 6'take all above grade PVC piping per details. 5. IJ;:,E; 45" ells ~·,lie11 rnakh1Ll µerpendiculm crossings of abo'<'e grnde PVC piping, to depress bottom pipe. 6 Lay pipe and make au plastic-ta plastic joints in accordance wi!h manufacturer's recommendations. 8. Drip Tubing 1. Install fitting connections per manufacturer's recommendations. 2. Install drip tubing on the surface as detailed. Only intake and exhaust manifolds sr1all Ce installed be!aw grade at 1L~ deep, with riser and adapter assemblies exter1ding to gra.de level. 3. Tubing shall be installed in parallel, evenly spaced rows as indicated on the dra\·Angs. Distance t:etween rows shall not deveiate more then 1" from row to row. 4. Staple tubing to soil surface at minimum of 3' on center or as delailecl. 5. Install drip lir1e bloNOLlt stl1bs al all dead erids of d1·ip tl1liir1f). K. 6. Any deviations from dlip tlJbe muling st10'NI1 ori drawin[Js must be approved by Consultant prior to installation. Any changes exceeding a 5% increase in the length of the drip tubing, or the tie in placement of the pvc/poly adapter indicated 3.04 on tt1e drawings must be approved by the Consultant prior to installation C. Control \//iring 1. Low Voltage Wiring· a. Bury control wiring betv,een controller and electric valves in pressure 5upply line trenches, with vvires consistently located belOIN and to one side of pipe, on top of initial pir:;e bedding, or in separate trenches. b. Bundle al! 24 volt v1ires at 10 foot intervals with electrical or duct tape. c. Provide an expansion loop at pressure supply line c1ngle fittings, every electric control valve location (in vatve box), and at minimum 500 feet intervals. Form expansion loop by wrapping wire at least 8 times around a 3/4 inct1 pipe 2111d wilildrc1.wir1g pipe. d. Make splices and electric control va~,e connections using Rainbird Pentite connectors or similar dry splice method. e. Install conlrcl wire splices not occurring at control valve in a separate splice valve lx>x. f. lr1stall Orle c;or1trol wire for eact1 r;o11trol valve. g. Run two spare #14-1 control wires from controller pedestal to last el€Ctric 5. control valve operated by controller on each and every leg of pressure suppl)' line. Label spare wires at 0011\roller aml wire stutJ t.x.Jx. lrJop a rninlmurn or 24" from a!J spare wires inside every control valve box operated by controller. h. Run all future control wires from controller pedestal to point indicated on dra•.vings. Coil a minimum of ten (10) feet at termination and install in 10" round valve box. Label all wires aitermination. 2 High Voltage Wiring fo1· Automatic: Controller a. Provide 120 volt power connection to automatic controller. 120 volt p:J\•ler connection must be made by a licensed Electrician. D. Cor1lrolle1 1. Install controllt.•r in accordance with manufacturer's instructions as detailed and where shown on Drawings. 2. Connect remote control valves to controller in numerical sequence as shown on Drawings. 3. Final !ocatio11 of 0011I1,Jiler strall be approved by Co11sulta11t p11or to i11slallauoIr 4 Each controller shall be grounded per the NEC. 5. Above ground conduit shall be rigid galvanized with appropriate fittings. Belmv ground conduit st"1all be schedule 40 PVC. E. Electric Control Valves 1. Install cross handle 2 inches be[ow finished grade where shown on Drawings and as detailed. 2. When grouped iogether, allow at least 12 inches between valve box sides. 3. Install each remote control va~,e in a separate valve box. 4. Install ir1dividuc1I valve box flust1 with grade. 5 \/I/hen parallel tu roadway, side1,valk, or other permanent element or structure, control valve and box to be installed perpendicular to element or structure, spaced equally. F. Drip Valve Assemblies -Install drip valve assembly as detailed ancl as described above in the section titled "Electric Control Valves". G. Sprinkler Heads 1. Install sprinkler heads where designated on Drawings or where staked. Spacing of heads shall not exceed the maximum indicated on Drawing unless re-staked as direGted by Cun~ultant. In r1u Gase s/1all tr1e spt"lciri[J exceed maximum recommended by manufacturer. 2. Set plumb to finish grade as detailed. Install heads on double s\•Ving-joint risers of schedule as detailed. Angled nipple relative to non-pressure line shall be no more ihan i15 degrees or less than 10 degrees. Adjust heacls io correct height after sod is installed. 2. Adjust pad cirde heads fur proper cuverage. Plar1t placement ~hall riot interfere with intended sprinkler head coverage, piping, or other equipment. Consultant may request nozzle changes or adjustments without additional cost to the Owner. 3. Install sprinkler heads 3" from curbs and sidewalks, 12" from vertical surfaces such as wallo and ferIces. H. Valve Boxes: 1. Install one valve box for each type of valve installed as detailed flL!Sh 1Nith grade for all sodded areas, and 112" atxive grade for all seeded areas. 2. Valve box extensions are not acceptable except for master valve. 3. lr1stall grnvel sump after· compaction of all tre11ct1es. Valve box to rest 011 grave! sump. Place final portion of rJravel inside valve box after valve box is backfilled and cornpactecl. I. Gate Valves -Install where shown on Drawings as detailed. J. Emitters -Install as detailed at the quantities indicated on the drawings for each tree within drip zones as supplemental watering Control Wiring: 1. Al/ control wiring to be laid to bottom and side of pressure supply line trench. Separate wire trenches will not be allowed unless approved by ConsLiltant prior to ir1stallatior1. L. Backfilling -Do not begin backfilling operations LmtH required system tests have been completed. Backfill shall not be done in freezing weather except '.\1th prior approval by Consultant Leave trenches slightly mounded to allo.v 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 Ce bedded with construction grade sand 4" belov,, invert of pipe, lo 6" above top of pipe and width of trench 2 Materials -Excavated material is generally considered satisfactory for backfill purposes after completing bedding requirements. Backfill material shall be free of rubbish, vegetable matter, frozen materials, and stones larger than 2 inches in rna;dmum dimension. Do not mix subsoil with topsoiJ. Material not suitable far backfill shall be hauled 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. 3. Do not leave trenches open for a period of more than 43 hours. Open excavations shall be protected in accordance with OSHA regulations. 4. Compact backfill to 90% maximum density in 6" lifts, determined in accordance 1nith ASTM D·155-7 Lltilizing the following methOOs: a. Med1a11ir..:al tarnpir1g b. Puddling or pondino. Puddling or ponding and /or jettinn is prohibited within ·jQ'-G' of building or foundation walls M. Piping Under Paving: 1. Provide for a minimum cover of 24 inches between the top of the pipe and the bottom of U1e ~1gg1egale base fur all pressure Wld non-pressure pipifl!J irislalled ur.der asphaltic concrete or concrete paving. 2. Piping shall be bedded with construction grade sand er squeegee -6 inches below pipe to fJ inches above pipe and width of excavation. 3. Compact backfill material ill 6-i11clr lrfls at 95% maxImu111 density tletermi11erJ i11 accordance v1ith ASTM D1557 using manual or mechanical tamping devices. 4. Set in place, cap, and pressure test all r:;iping under paving, in presence ol consultant or 0-tiner prior to backfilling and paving Op:!rations. 5. Piping under existing w21lks or c;om.xete pavement sl1all be clor1e tJy 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. f\l. Waler Supply am! Poirit of Connection -Water supply shall be extended a~ slKll/111 frorn water supply li11es. FIELO QUALITY CONTROL A. Otmer to be notified to observe all testing and before anything is backfilled. B. 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 µipi11g system ur1der full /Jead of water pressure frr_irr1 dead crtd fittings. Mc1intairt flushir1g for 5 minutes tt1rougt1 furthermost valves. Cap risers after flushing. C. 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. 1. After backfilling, and installation of all control valves, quick couplinrJ valves, clrain valves. and air release vatves, fill pressure supply line with water, and pressurize to 40 PSI over the designated static pressure or 120 PSI, whichever is greater, for a µeriur.l of 2 hours. 2. Leakage, Pressure Loss -Test is acceptable if no leakage or loss of pressure is evident during test period. 3. Leaks -Detect and repair leaks. 4. Retest 8:(:.ilem ur1til test pressure r.;arI lie 1r1aintai11ed for du1atiur1 of te8t. Before final acceptance, pressure supply line shall remain under pressure for a period of 48 hours. D. Walk Throug(1 for Substantial CQ1r1pletior1: 1. Arrange for ConsLdtar1ts presence a minimum of 48 hours in advance of walkthrough. 2. Entire system shall be completely im;tal!ed and operational prior to scheduling of walk-through. All sodded areas are to be complete with head height and valve boxes adjusted accordingly. 3. Operate each zone in its entirety for Consultant at time of walk through and open all valve Coxes. 4. Consultant shall generate a list of items to be corrected prior to Final Completion. 5. Furnish all materials and perform all Work required lo correvi al! ir12tdequacies due to deviations from Contract Cacuments, and as directed by Consultant 6. During walk-through, expose all drip emitters under operations for observation by Consultant to demonstrate that they are performing and installed as designEXl; prior to placing of all mulch material. Schedule separate walk-through if necessary. E. Walk-Through for Final Completion: 1. Arrn.n[Je for Corisultant's prese[lr.;e a mir1imurn of 4B hours ir1 advance of wc1lk tflruugh . 2 Operate each zone identified as deficient at substantial carnp!etion walk through for Consultant at time of final completion walk through to insure corredion of all incomplete items. 4. Items deemed not acceptable by Consultant shall be reworked to complete satisfaction of Consultant. 5 If after request to Consultant for walk-through for Final Completion of irrigation system, Consultant finds items during walk through which have not been properly adjusted, rewoIket!, or replo.cecl as inrJicated ur1 list of incomplete items frorn substantial completion walk-tt1rough, Contractor shall be charged for all subsequent walkthroughs. Funds will be withheld from final payment and/or retainage to Contractor, in amount equal to additional time and exi:enses required by Consultant to conduct and document further walk-throughs as deemed necessary to insure compliance with Contract Documents. 3.05 ADJUSTING -Upon substantial completion of installation, unne-tune11 entire system by regulating valves, adjusting patterns and break-up arms/screws, and setting pres.sure reducing valves or ttirottliug contm/ vcdve flow wntro/s at proper pressure to provide optimum and efficient coverage. Flush and adjust all sprinkler heads for optimum performance and to prevent overspray onto walks, roadways, and buildings as much as p::issible. Heads of same type shall be operating at same pressure+/-7%. A. lf it is dete1mir1ed that irrigalior1 aJjustrnents will provide proper and rnore adequate coverage, make suct1 adjustments prior to Final Acceptance, as directed, at no additional cost to Owner. Adjustments may also include changes ir1 emitter spacinr:.i amJ sizes, aml control valve throttlinQ. 8. Areas which do not conform to designated operation requirements clue to unauthorized changes or poor installation practices shall be immediately correctE-d at no additional cost to the Owner. 3.06 CLEANING -Maintain continuous cleaning operation throughout the duration of Work. Dispose of, off-site at a legal dumpsite and at no additional cost to Owner, all trash or debris generated by installation of irrigation system. ENO OF SECTION 02810 IRRIGATION SPECIFICATIONS Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No. LH01-P Scale: AS NOTED Drawn: JB Ll-6.01 Checked: PAD APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE ___ _ EXP. DATE REVIEWED BY: INSPECTOR DATE rsim7 CITY OF CARLSBAD ~ r-------------t---f----jf------------------+---+---·1----J--~ l__!U PLANNING Dll/lSION ~ :===:'._.'.:::::========='....'===! LANDSCAPE IMPROVEMENT PLANS FOR: T ABAT A 10 CASE RO MODELS I APPROVED: 1-iit\ e-,, ~l/4\t: ('2,. ,., ., * I PLANNING Expiration Dale: DATE !MTIAL DESIGNER OF WORK REVISION DESCRIPTION OWN BY: PROJECT NO. DRAWING NO. DATE IMITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: CT 06-13 472-7M z 0 -1-u :::> o:= I-en z 0 u o:= 0 LL l-o z • -LO 0 N ..... -.:f' ..... 0 N -1/) ... C: Cl> E ::, (,,) 0 C C: 0 . 0 ::, ... ... 1/) C: 0 u .. ... Cl> en -nl > 0 ... C. C. <( nl C: ·-LL ------ GENERAL PLANTING NOTES: 1 _ Refer to planting details and specifications for additional planting information. 2. Consult with site superintendent, appropriate agencies, and Drawings to verify existing locations of underground utilities, pipes and structures. Take sole responsibility for costs incurred due to damage of these utilities, pipes, or structures if proper verification by Contractor was not performed. 3. Do not willfully proceed with planting 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 the attention of the Owners Authorized Representative for resolution. Assume full responsibility for costs incurred due to lack of providing such notification. 4. Coordinate other contractor's work related to proper execution of Contractor's work. 5. Obtain approval of final grade certification from Owner prior to beginning planting operations that certifies that rough grades are within 1110th of an inch from specified grades. Ensure that finish grade elevations of planting areas are set to the proper elevations relative to the finish surfaces of paving, utility covers, and curbs. 6. Existing site soil may be used in planting areas, however, it may need to be amended as indicated in the horticultural soils 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. 7. Submit representative photos of each tree species to Owner's Authorized Representative for approval. Trees of a similar species and variety are to have matching form. 8. Plant material must be approved by Owner's Authorized Representative prior to installation. Plant material installed without Owner's Authorized Representative's approval may be subject to removal and replacement with related costs borne by Contractor. 9. Final locations of plant materials are subject to approval of the Owner's Authorized Representative prior to installation. Perform the following before beginning planting pit excavation: a. Shrubs -place in containers on-site in "final" locations. b. Trees -stake or flag centerpoint of tree. c. Container Pots -locate pots prior to planting. 10. Notify Owner's Authorized Representative in sufficient time to perform a required site observation visit Refer to specifications for specific site visit notification lasks and times. Insufficient notification time given Owner's Authorized Representative may require the site visit to be canceled, or possibly, make Contractor responsible to compensate Owner's Authorized Representative for overtime. 11. Furnish plant material free of pests, poor condition, or disease, including pre-selected or "tagged" plant material provided by Owner's Authorized Representative. 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 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: a. organic matter content b. N,P,K c. pH d. EC e. soil texture (silt, clay, sand) f. recommendations for soil amendments, leaching, fertilization, plan ling backfill mixes and maintenance. Submit a copy of the report to the Owner's Authorized Representative and the City. These requirements shall be incorporated 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 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. 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. 16. Provide a representative example of a typical tree staking and guying (if any) installation for Owner's Authorized Representative review before performing tree staking and guying (if any) operations -refer to planting details. 17. Excavate plant pits to specified dimensions per planting details. 18. Do not plant trees closer than 4-feet to fixed edge such as sidewalks and walls unless indicated otherwise on Drawings. 19. Ensure that lop 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. 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. 22. Replace or repair existing materials that are damaged by Contractor during planting operations. 23. Verify property lines prior to commencing planting operations. 24. Refer to City and County standards for standard landscape plans and specifications, where applicable. 25. Keep turf 2' clear of tree trunks. Apply wood mulch in this buffer zone. WOOD MULCH SCHEDULE: 1. Mulch these planter areas with a 3-inch deep layer of wood mulch: A. Shrub areas. B. Groundcover areas. 2. Mulch Type: "Forest Floor (2" minus). 3. Supplier: Aquinaga Fertilizer (949) 786-9558. 4. Comments: Provide Owner's Authorized Representative with (1) baggie of mulch for review and approval prior to placement of mulch. 5. Refer to the Landscape Planting specification for additional mulch information. TREE ROOT BARRIER SCHEDULE: 1. Provide root control barriers for trees planted within 5-feet of a hardscape edge such as paving, walls, curbs, steps, etc. 2. Type: CP18-2. Install per manufacturer's specifications. 3. Mfg: Century Root Barrier (800) 480-8084 4. Length: 1 O' long, refer to manufacturer's specifications. 5. Comments: A. Set top of barrier a minimum of 112" above finish grade and below surface of wood mulch or turf. B. Refer to the Landscape Planting specification for additional root barrier information. C. Alternatives rnay be submitted for review. D. Refer to detail on Sheet LP-5 01. TREE SCHEDULE: KEY Ago Fie Arc Cun Cup Sern Lag Ind Mag Gra Mel Qui Ole Sp. Pod Gra Pru Sp. Tri Con BOTANICAL NAME Agonis flexuosa Archontophoenix cunning Cupressus sempervirens Lagerstroemia indica 'Natchez' Magnolia grandifiora Melaleuca quinq Olea sp. Podocarpus gracilier Prunus Sp. Tristania conferta COMMON NAME Peppermint Tree King Palm Italian Cypress 'Tiny Tower' Crape Myrtle-White Sout/Jern Magnolia 'Majestic Beauty' Paperback Melaleuca Fruitless Olive Fern Pine Column Prunus 'Dream Catcher' Brisbane Box FORM Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard SHRUB SCHEDULE: SYMBOL (A) @ ® 0 BOTANICAL NAME Agave attenuata 'Nova' Aloe Saponaria Anigozanthos 'Big Red' Bougainvillea 'Barbara Karst' Bougainvillea 'while stripe' Buxus M. Japonica Cordyline 'Baueri' Dianella Caerulea 'DBB03' Lantana 'Spreading Sunshine' Lavandula stoechas 'Otto Quast' Ligustrum J. Texanum Pelargonium x hortorum Philodendron 'xanadu' Phormium tenax 'Jack Spratt' Pittosporum tenuifolium 'Silver Sheen' Rosa F. 'Iceberg Bush' Rosa X. 'Noaschnee' p.p.#9573 Rosrnarinus officinalis 'Tuscan Blue' Xylosrna C. 'Compacta' Yucca rigida COMMON NAME Blue Fox Tail Agave African Aloe Big Red Kcrngaroo Paw Barbara Karst Bougainvillea White s!ripe Bougainvillea Japanese Boxwood Bauer's Dracaena Palm Cassa Blue Flax Lily Yellow Trailing Lantana Spanish Lavender Japanese Privet Garden Geranium N.C.N New Zealand Flax'Jack Spratt' Silver Sheen White Jceberg Rose Flower Carpet 'Wltite' Tuscan Blue Rosemary Compact Xylosma Blue Yucca GROUND COVER SCHEDULE: SYMBOL t22 I . I BOTANICAL NAME Heuchera sanguinea 'Santa Ana Cardinal' Carex divulsa Senecio Mandraliscae Sedum reflexum 'Blue Spruce' Marathon II COMMON NAME Coral Bells'Santa Ana Cardinal' Grassland Sedge Blue Fingers Sedum 'Blue Spruce' Turf SYMBOLS LEGEND: T Indicates Vine @ Quantity of Plants in Plan ling Area [3-Indicates Tree Type Indicates Tree Quantity -EG-Indicates Tree Size Indicates Vine Quantity ~ Indicates Vine Type ~ Indicates Vine Size STAKE/GUY DETAIL NO. QUANTITY -SIZE WOCULS COMMENTS Double stake Single stake Double stake Double stake Double slake Double stake Double stake Double stake Single stake SIZE 15 gal. 5gal. 5 gal. 5gal. 5 gal. 5gal. 15 gal. 5 gal. 1 gal. 5gal. 15 gal. 5 gal. 15 gal. 5 gal. 15 gal. 5 gal. 5 gal. 15 gal. 15 gal. 15 gal. SIZE 1 gal. 1 gal. 4" Flats 1 gal. Sod 1/LP-5.01 3/LP-5.01 1/LP-5.01 1/LP-5.01 1/LP-5.01 1/LP-5.01 1/LP-5.01 1/LP-5.01 2/LP-5.01 2-36" Box 2-10'BT 11-24"Box 6-36" Box 2-36"Box 2 -48" Box 4 -36" Box 2-B&B 6-15 gal. 2 -36' Box 2-36' Box Low Med Low Med Med Low Low Med Med Med FORM SPACING DETAIL NO. WOCULS QUANTln COMMENTS Clipped Hedqe 36" o.c. 4,5&6/LP-5.01 Low 18" o.c. 4,5&6JLP-5.01 Low 24" o.c. 4,5&6/LP-5.01 Med 30" o.c. 4,5&6/LP-5.01 Low 30" o.c. 4,5&6/LP-5.01 Low 24"' o.c. 4,5&6/LP-5.0·1 Med 30" o.c. 4,5&6/LP-5.01 Med 18' o.c. 30" o.c.l triangular 4,5&6/LP-5.01 Med 4,5&6/LP-5.01 Low 24" o.c 4,5&6JLP-5_01 Low 36" o.c. 4,5&6JLP-5.01 Med 18"-24" o.c. 4,5&6/LP-5.01 Med 36" o.c. 4,5&6/LP-5.01 Med 30" o.c. 4,5&6/LP-5.01 Low 36" o.c. 4,5&6/LP-5.01 Med 24" o.c. 4,5&6/LP-5.01 18" o.c. 4,5&6/LP-5.01 30" o.c. 4,5&6/LP-5.01 Med Med Very Low 36" o.c. 4,5&6/LP-5.01 Low 36' O,C. 4,5&6/LP-5.01 Very Low 8 50 52 37 60 162 4 21 16 221 29 46 57 35 59 148 202 132 31 11 SPACING DETAIL NO. WOCULS QUANTITY COMMENTS 18" o.c. 6/LP-5.01 Med 340 sf Install continuous below all adjacent shrubs. 18" o.c. 6/LP-5.01 Low 950 sf Install continuous below all adjacent shrubs. 6"-8" o.c. 6/LP-5_01 Low 470 sf Install continuous below all adjacent shrubs. 12" o_c 6/LP-5.01 Low 1,200sf Install continuous below all adjacent shrubs. Med/High 1,600 sf Center Line ---e---Property Line Limit of Work Line ----Matchline Align Note: Plant quantities shown on plans are for contractors convenience and reference only. Contractor is responsible lo provide all plant material required lo conform to specified plant spacing. xx" xx' BT Indicates Tree Box Size Indicates Palm Brown Trunk Height VINE SCHEDULE: SYMBOL BOTANICAL NAME COMMON NAME SIZE DETAIL NO. WOCULS QUANTITY COMMENTS T Macfadyena unguis-cati Cat's Claw Vine 5 gal. 7&8/LP-5.01 Low 10 T Bougainvillea 'San Diego Red' 'San Diego Red' Bougainvillea 5 gal. 7&8/LP-5.01 Low 9 T Trachelospermum jasrninoides Star Jasmine 5 gal. 7&8/LP-5.01 Med 4 POT SCHEDULE: SYMBOL BOTANICAL NAME COMMON NAME SIZE DETAIL NO. QUANTITY COMMENTS Per Detail Per Detail per detail 5/LP-5.02 2 Per Detail Per Detail per detail 6/LP-5.02 Per Detail Per Detail per detail 7/LP-5.02 2 Per Detail Per Detail per detail 8/LP-5.02 2 Per Detail Per Detail per detail 1/LP-5.03 2 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. Reinforced straw matting shall be required when planting occurs between August 15 and April 15. The cover crop and/or reinforced straw mat shall be used the remainder of the year. b. Standard #2 --Ground Cover One hundred (100%) percent of the area shall be planted with a ground cover known to have excellent soil binding characteristics (planted from a minimum size of flatted material and spaced to provide full coverage within one year). c. Standard #3 --Low Shrubs Low spreading woody shrubs (planted from a minimum of 2-3/4 inch liners) shall cover a minimum of seventy (70%) percent of the slope face (at mature size). d. Standard #4 --Trees and/or Large Shrubs Trees and/or large shrubs shall be (planted from a minimum of 1 gallon containers) at a minimum rate of one (1) per two hundred (200) square feet. Slopes --6:1 or steeper and: a. 3' or less in vertical height and are adjacent to public walks or streets require at minimum Standard #1. b. 3' to 8' in vertical height require Standards #1 (erosion control malting shall be installed in lieu of a cover crop), #2 and #3. c. In excess of 8' in vertical height require Standards #1 (erosion control matting shall be installed in lieu of a cover crop), #2, #3, and #4. Areas graded flatter than 6:1 require Standard #1 (cover crop) with temporary irrigation when they have one or more of the following conditions: a. Sheet graded pads not scheduled for improvements within 6 months of completion of rough grading. b. A potential erosion problem as determined by the City. c. Identified by the City as highly visible areas to the public or have special conditions that warrant immediate treatment. PLANTING SCHEDULES 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: JB LP-0.01 Checked: PAD APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE ___ _ EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE .---~-------t-1/,\_,1 o_9/2-2/20-14f--·t-O-elt-al-Rev_s -----------t--------J--1-----l---l ~B CITY OF CARLSBAD ~4 L_:!_!_j PLANNING DIVISION L...3±_J ~==---==========='..'==~ LANDSCAPE IMPROVEMENT PLANS FOR: Expiration Dale: TABATA 10 CASE RO MODELS t---+------t---------------1---~--t---+--~I-AP-PR_o_vE_□--~---·~(_6r~--f:.l~l~--c>~;'ft~- -PLANNING DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION 0ATE INITIAL DATE INITIAL OTHER APPROVAL CllY APPROVAL OWN BY: CHKD BY: RVWD BY: PROJECT NO. CT 06-13 DRAWING NO. 472-?M z 0 -1-- (.) ::> 0::: I--en z 0 (.) 0::: 0 LL 1-- 0 z I -U") 0 N ..... -.:I' ..... 0 N -in -C: Q,) E ::I 0 0 Cl C: 0 ·--0 ::I ■--in C: 0 (.) . . -Q,) en -ctl > e C. C. <( -ctl C: ·- ... -------------------------------------------------------------------------------------------------------------------■ILL Plotted by: KC-SPAD Dec. 05, 2014 09:55 AM S:lz_Projects\LH01-2013 _ Tabata\sPADl'M' (Models)\LP-101-LH01-M .dwg ' I I I I Ole Sp. 8&8 I I I :/ l I I I ! I Mag Gra Mel Qui Arc Cun 36' Lag Ind 1 24" 1--1 I r71 __ ____,L~,--------------=-=-=-==-=------1c----,c--==----1 48" ---, 2 \.-----36"_, _______ u J 1 10'8 / I ~""""'""'fr"' ~~=~=======/==='-w,r; ~-~--~~ e· ~1==.-"'f-;--~,~~~-~,';:"""v~/T'-1=:"'"7 ~~~@eJ~~~~~""=r'~~~~= " · " Pi I I j ' t j I I I --/ I /'' I I ! I I ' Parkway trees per production plan, by StudioPad Property Line Cup Sem 4 24" Mel Qui 2 36" Pod Gra 3 15g Ago Fie 1 36" NO ARKIN Mag Gra ----1 48" \ La La La La La __ a -La La La L I "C/!--Jo.-''\ Pru Sp. ,, ~ 2 36" -----7 8] 1 15g I I I I I I Inf --T□1 La -La -= ~=-=?i_l>i:L°'.'la I La PAD108/·r-"-~ ~-----< Ago Fie , ' . . . . ' ' '' ' !o:1/ ,/,1/ /// ,:;---- ' I I I I ' ,_ " " " " " " " " " " " ---·--- ·I-. I-I-I--1-i-I-·I-I- I-·J.-I-I-I-1--1-·I-I-I-·I-I-I- I-·I-/. ·J:. ·/--1- Pe Pe Pe Pe Pe' , Pe : Pe -1- Pi Pi IP ' e ' I Pe , Pe J X Ole Sp. 1 8&8 Arc Cun 1 10'8 Tri Con 1 36" Cup Sem 5 24" Cup Sem 2 24" Tri Con 1 36" ---Property Line I I I Parkway trees per production plan, I 0..,. /-------G------- 1 I- R.O.W. REEF CIRCLE I I by StudioPad I 0 5' ii I 1i -i------- I -Scale: 1"=10' 25+00 ---I I NOTES: I _ __,___(I) f------'tj1~+ o o -r I 1. Refer to Sheet LP-0.01 for Planting Schedules and Notes. --j -------I I ' \ ' \.i\NDSCAp,s- ~~() 1)~~1\.e, l;l' -1,B "<,; • ' ' ,Jc C'o/ °' ,"fol ~ ✓ --... Qi <.!' _.-', 0 ~ 0 ~ ii! ,:: (j)_ .wve6:-:>: "i ' tp •Sig11ature • E,,:~. 8/31/16 * ~Rer>ewalDal~ er,,_ 121os12014 '<' Date ~'-I',, o'<- o, Ci\L 1' DATE INJTIAL DArE l~IITIAL DATE 10' 20' I Landscape Architecture 92 Argonaut, Ste. 270 Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No. : LH01-P Scale: 1"=10' Drawn: J8 LP-1.01 Checked: PAD APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. ~~ "AS BUILT" RCE EXP. DATE PLANTING REVIEWED BY: PLAN INSPECTOR DATE ~ CITY OF CARLSBAD ~ 9 PLANNING DIVISION 4 LANDSCAPE IMPROVEMENT PLANS FOR: TABAT A 10 CASE RO MODELS APPROVED: rtJ.. \ c.,, £:,)\~-tr iZ·i't-1-f PLANNING OWN BY: PROJECT NO. DRAWING NO. INITIAL CHKD BY: DES!GNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 06-13 472-?M ExpiraLion Date: z 0 -I-<.> :::> a::: I-en z 0 <.> a::: 0 LL l-o z I -in 0 N ...... q-...... 0 N -!? C: <1) E ::I 0 0 C C: 0 ·--0 ::I ... -(/) C: 0 <.> . . 1u en -co > 0 ... C. C. ct -co C: ·-._ __________________________________________________________________________________________________________________ ..... u.. Plotted by: KC-SPAD Dec. 05, 2014 09:55 AM S:\z_Projects\LH01-2013_ Tabata\sPAD\'M' (Models)\LP-101-LH01-M.dwg \ \ I 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. 7 VINE PLANTING LEGEND 1. Wall beyond. 2x rootball width 2. 9 gauge galvinized guy wire. 1/4" 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. NOTES A. Refer to planting specifications for additional information. B. Set vine as close to footing as possible. PL-Vl-01 .dwg Scale: NTS NOTES A. Coordiante vine support on-site with Owner's Authorized Representative. B. Attach major vine branches to wires. 5. Finish grade. 30" 30" -,,..-------~I'---------+-- "'~~ "' ' ~ da • 0 "' ' "' da% ~ ~ .. \lo •'.i;y ~ ',/;y .,, a ~ "' ELEVATION PL-Vl-03 .dwg 8 VINE ATTACHMENT Scale: NTS 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. 7. Undisturbed finish grade. 8, Maximum 1 to 1 slope. " 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. ;y~ " 1/.'\ ,', . "X'.l>~ 2x rootball width Pl-SH-02 .dwg 5 SHRUB PLANTING (on Slope) Scale: NTS 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. 0t: • • • • 0 1 \0 I \ • •0-• • • • • • • • • TRIANGULAR SPACING 2 0t: ,.-0-, • • 0: :0 • •---• 0 • • • • • • • • • SQUARE SPACING Pl-GC-01 .dwg 6 SHRUB/GROUNDCOVER SPACING Scale: N.T.S. LEGEND 1. Italian Cypress -center in pit. 2. 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. 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. t View PLAN VIEW PL-TR-05 ,dwg 3 TREE STAKING (Italian Cypress) 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. 2x rootball width 4 SHRUB PLANTING NOTES A. Refer to planting specifications for additional information. B. Set rootball 1" above finish grade. PL-SH-01 .dwg Scale: NTS LEGEND 1. Tree -center in pit. 2. Tree ties. 3. 2" dia. x 10' 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. :: ,;, Rootball 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 1 TREE PLANTING (Double-Staked) Scale: NTS LEGEND 1. Tristania 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 2 TREE STAKING (Tristania conferta) 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: INSPECTOR DATE fsiml CITY OF CARLSBAD ~ .--------------t----t---l-----------------+---+------1---t---l ~ PLANNING DIVISION ~ :======'-=============='....::::==: \.t,,NDSq \J31te, l;,, (B i '!fJ /. . . .--~. ~ o::0... r_,,,,.~,._ -i___, Signature Exp. 8131/16 Renewal Date 1210512014 Date Op CAL Expiration Date: DATE INJTIAL DATE IMlflAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: TABATA 10 CASERO MODELS I APPROVED: 1~1\ c.,---,--f:i~ __ ,.;fr IZ..• 1 't-1-f PLANNING OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: CT 06-13 CITY APPROVAL RI/WD BY: 472-7M z 0 -..... (.J ::, 0::: ..... Cl) z 0 (.J 0::: 0 LL ..... 0 z • -II) 0 N ..... ..,,. ..... 0 N -,,, -C: Q) E ::I 0 0 C C: 0 ·--0 ::I ... -,,, C: 0 (.J -n:I > 0 ... C. C. <( -n:I C: ·-._ _________________________________________________________________________________________________________________________________ _.u. Plotted by: KC-SPAD Dec. 05, 2014 09:55 AM S:lz_Projects\LH01-2013_ TabatalsPAD\'M' (Models)\LP-501-LH01-M.dwg LEGEND Symbol Botanical Name Common Name Size Qty/Pot A. Helleborus x hybridus'Elegance Pearl' Pearl Lenten Rose 5 gal. 1 B. Sempervivum Hardy Mix Hens and Chicks Hardy Mix 4" flats 13 NOTES Refer to Planter Pot Schedule for pot type, color, and finish. A B B B B PL-PT-P3.dwg 7 POT LAYOUT -P3 Scale: NTS LEGEND Symbol Botanical Name Common Name Size Qty/Pot A. Pelargonium x hortorum Brocade Geranium 15 gal. 1 B. Sempervivum Hardy Mix Hens and Chicks Hardy Mix 4" flats 9 NOTES Refer to Planter Pot Schedule for pot type, color, and finish. B B A B B B B PL-PT-P4 .dwg 8 POT LAYOUT -P4 Scale: NTS LEGEND Symbol Botanical Name Common Name A. Podocarpus macrophyllus Yew Pine P. Pelargonium x hortorum Brocade Geranium NOTES Refer to Planter Pot Schedule for pot type, color, and finish. B B 5 POT LAYOUT -P1 LEGEND Symbol Botanical Name A. Pelargonium x hortorum NOTES Refer to Planter Pot Schedule for pot type, color, and finish. A A A A A 6 POT LAYOUT -P2 A B Common Name 'Brocade Geranium' A A A A A Size Qty/Pot 15 gal. 1 1 gal. 6 B PL-PT-P1 .dwg Scale: NTS Size Qty/Pot 1 gal. 10 PL-PT-P2 .dwg Scale: NTS CENTURY PRODUCTS 1144 N. GROVE ST. ANAHEIM, CA 92806 TOLL FREE: 1-800-480-8084 PHONE: (714) 632-7083 centu roo ■ 1er FAX: (714) 632-5470 www.centuryrootbarrier.com 4 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 FEATURES ASTM TEST VALUE POLYETHYLENE -FLEXIBLE TOP SAFETY EDGE -VERSATILE BARRIER FOR LINEAR PROPERTIES: METHOD COPOLYMER TENSILE STRESS @ YIELD 0638 4100 TO 4300 PSI OR TREE WELL APPLICATIONS -MANUFACTURED WITH 50% RECYCLED PLASTIC ELONGATION @BREAK 0638 TENSILE MODULUS OF ELASTICITY 0638 FLEXURAL STIFFNESS CANTILEVER BEAM TENSILE IMPACT ENVIRONMENTAL STRESS CRACK RESISTANCE HARDNESS, SHORE D TREE WELL APPLICATION NOT TO SCALE NOTES: - 0747 01822 - 01693 02240 ~-TREE TRUNK --CURB --CENTURY PRODUCTS ROOT BARRIER 40% 150,000 PSI - 125,000 PSI 50FT. LBS/IN 2 - 1 HR. 68 INNER90°~ DEFLECTING RIBS 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 FORA PARTICULAR -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 LINEAR APPLICATION NOT TO SCALE --3-4" GRAVEL ·,·, CURB 6. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info REFERENCE NUMBER 005-003A. RB-TR-CP-01 .dwg CP-SERIES ROOT BARRIER PANELS -APPLICATION Scale: N.T.S. 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: PA□ LP-5.02 Checked: PAD APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE r---------+---+---f---------------+--+---1----1----l ~I =1=1-'=C=l=T=Y=O=PLA=~=Nl~=G=~=Vl~=IO=~=S=B=A=D='....':I ==4~1 1----+---t---------------l---i-----le-----l-----l LANDSCAPE IMPROVEMENT PLANS FOR: TABATA 10 CASERO MODELS I APPROVED: rtvl( ls, E:l\~-H--lZ-l<-\-1-f I PLANNING Expiration Date: DATE !NJTIAL DESIGNER OF WORK REVISION DESCRIPTION DWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: CT 06-13 472-7M z 0 -1- (.) => et:: I-en z 0 (.) et:: 0 LL l-o z I -i.n 0 N ....... '<t' ....... 0 ~ 1/) -C: Q) E ::I u 0 C C: 0 ·--u ::I ..... -1/) C: 0 (.) -. ~ en -ca > 0 ..... C. C. <( -ca C: ._ _________________________________________________________________________________________________________ ...;;;;.,1U:::: Plotted by: KC-SPAD Dec. 05, 2014 09:55 AM S:lz_Projects\LH01-2013_TabatalsPAD\'M' (Models)\LP-501-LH01-M.dwg ---------- 7 5 8 6 3 4 * ~E;p,3/31116~ * Renewal Date u:,_ 1210512014 ,,_ -1 D.i(e ~'-l',,---o'<-OF CALI' LEGEND Symbol Botanical Name Common Name A. Helleborus x hybrid us 'Elegance Pearl' Pearl Lenten Rose B. Sempervivum Hardy Mix Hens and Chicks Hardy Mix NOTES Refer to Planter Pot Schedule for pot type, color, and finish. /1/s, B /(-~~ Size 5 gal. 4" flats 7 "'\ Bv A "B/ / ~'\ 1/s \ / 1 POT LAYOUT · PS 2 Qty/Pot 1 12 PL-PT-P3 .dwg 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-5.03 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 SHEETS PLANNING DIVISION 24 1-----l---1-----------------11-----+---1---I------I LANDSCAPE IMPROVEMENT PLANS FOR: T ABAT A 10 CASE RO MODELS I APPROVED: ~ I l-::f ~\.At ,2-1q.,--f I PLANNING DATE INITIAL REVISION DESCRIPTION DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT 06-13 472-?M z 0 -1-u ::, 0::: I-en z 0 u 0::: 0 u. l-o z I -IO 0 N ....... '<t' ....... 0 N -.!!! C: Q) E ::I (.) 0 C C: 0 ·-... (.) ::I ... ... II) C: 0 u . . ~ en -cu > e a. a. < -cu C: __________________________________________________________________________________________________ ;;;;;;;;;;;.;;;;;;;;;;;;;;;;;. .... ;;;;;;;__,;;;;;,.1u::: ExpiraUon Dale: DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: Plotted by: KC-SPAD Dec. 05, 2014 09:55 AM S:\z_Projects\LH01-2013_ Tabata\sPAD\'M' (Models)\LP-501-LH01-M.dwg LANDSCAPE PLANTING SPECIFICATIONS PART 1 -GENERAL CONDITIONS 1.1 Description: A Work Included: 1. The work included in these specifications shall consist of the furnishing 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 Contractors 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 to 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 the Owner or by others. B. Site clearance: Upon completion of the work, the Contractor shall properly clean and tidy such work and the stIrrounding 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 se1Vices may be provided by the Owner and used by the Contractor in the job, for such materials, equipment, and se1Vices, 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" tor 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 Contractor's convenience and not guaranteed to be accurate. H. Plant symbols take precedence over quantities specified. Plotted by: KC-SPAD Dec. 05, 2014 09:55 AM S:\z_Projects\LH01-2013_ Tabata\sPAD\'M' (Models )\LP-601-LH01-M.dwg 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 inte1Vals. 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. 4.10 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 surface 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 lnstall 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 hyctrocolloid 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 Only" Recon1memlation To the extent all new landscape areas should thoroughly be tilled to a minimum 9" dep!h. DATE JNIT!AL For turf and ground cover planting, the following amendments should be uniformly broadcast and thoroughly incorporated lo a minimum 6" depth by means of a m!oti/ler or equal. AMOUNT I 1,000 sq. It. • 4 cu. yds. Nitrogen stabilized organic amendment derived from redwood, fir, or cedar sawdust. -200 lbs. agricultural gypsum -20-20-20 fertilizer The backfill mix for use arounci 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 ferlilizer Contractor to provide Soil Test from: Soil & Planl Lab 1594 North Main Street Orange, CA 92863 (714) 282-8777 DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL PLANTING 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 LP-6.01 Checked: PAD APPROVED FOR !RR! GATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP, DATE REVIEWED BY: SPECIFICATIONS INSPECTOR DATE ~ CITY OF CARLSBAD SHEETS PLANNlflG DIVISION 24 LANDSCAPE IMPROVEMENT PLANS FOR: TABA TA 10 CASERO MODELS APPROVED: tt;.,_;,.},~ L::(, f;:..J L""tl /t--~'1-1+ PLANNING DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: CT 06-13 472-7M ClfY APPROVAL RWID BY: L_ z 0 -1--u => 0:::: I--en z 0 u 0:::: 0 LL l-o z I -U") 0 N ,.... -.:I" ,.... 0 N -rn -C: a, E :::::, 0 0 C C: 0 ---0 :::::, ,_ -rn C: 0 u . . 1u en -ca > 0 ,_ a. a. <( -ca C: --LL i· - ! I I . 1··. ·.: I · .. : I , I I I , I I I I , I / / I I I , I / I I/ / I , 11 I l 1· r I 11 I I I I I I I I I I I I I I ' . "' "' I I I : I I I ' I ! _ __j 1 I I " -. I I I I 1/ ~ 4iJ) I c-~ ~ I\ ~ . . ...._____ \ I I I [Z \ ~ \ i I V I LOW-VOLTAGE LANDSCAPE LIGHTING SCHEDULE: Symbol Description Mfg. Model# Remarks V Tree Uplight, Staked. Kichler #16006AZT27 Textured Bronzed brass finish. 6.5Walt w/ 2700 Warm White bulb. Textured Bronzed brass finish. 12V 4W LED (:} Downlight@ Trellis Structure Kichler #16005AZT27 accent with 60 degree spread. Include #15609AZT flange to attach to beam. 12V LED 6.5W 35 Degree FL Well 2700 Warm $ In-Ground Flush Mount Uplight Kichler #16034BBR27 White Bulb. Install with Concrete Installation Kit where located in walkway. ◊ Fountain Underwater Light Kichler #15711SS Stainless Steel with Brushed Finish. Install with bracket, part #15778BK <IP 120V Power Source -- IT] Low-Votage Transformer Kichler - . ' Kichler Low Voltage Transformer Kichler Tree Uplight & Downlight Kichler Downlight at Trellis Structure Landscape Architecture 92 Argonaut, Ste. 270 Kichler Fountain Underwater Light 0 5' 10' 20' r-,._.~- S ca I e: 1" = 10' SITE LIGHTING COORDINATION PLAN Aliso Viejo, CA 92656 T: 949.770.8530 www.studio-pad.com Job No.: LH01-P Scale: 1"=10' Drawn: KHC LL-1.01 Checked: PAO APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE z 0 -1--u ::::> Ck:: 1--00 z 0 u Ck:: 0 LL. 1--0 z I -LO 0 N T"" ..,,. T"" 0 N -.!!? C: a, E ::I (.) 0 C C: 0 :;::; (.) rSHEET\ CITY OF CARLSBAD ~ E r-,====r===~============================t====t====l====i====i ~L±±_j~4~~~~~::::PLA~f~INl::::NG:::::D::::::IV:::::IS::ION::::====~==:4::::::::! If) \) ~~NDSCAp~ r;-C: <;;: ,-LANDSCAPE IMPROVEMENT PLAflS FOR: 0 '<,'<-90,1\a, L;,,_ -1,?, U /i/"~(S,,,~ ~% T ABA TA 10 CASE RO MODELS J1 Signature Exp. 8131/16 * nl Renewal Dale > ">-12/05/2014 '<' 0 APPROVED: (-tz',/-bf, ~~..,;tr \8· ~~ ,j-f PLANNING -1 ~ ~ ~ l'to -----0 '<-C. OF CAL\ r DATE INITIAL Q,. • ';::;;;::;;:"~;;;;;--;;~;;:";:;;'.;-;;;;;";:--;;:;;;;;:-,;;-;;j;::;;;:;;:;;;:;;;;;~;-;-;::::;::;----------------------------------------.J;;;;;;;;;;;;;;;;~~;;;;;;;~;d~oE~s1G~Ne~eo~Fw~o~RKQ;;;;;;;;;;;;~RE;v;1s;10;N~DE;s;c~Rl;PT;10~N~;;;;;;;;;;;;~~~~~~~~~d~~~~~~k;;;J~~~;;;JJ~~~il <C Plotted by: KC-SPAD D O 2 Espiratio" Date: -= ec. 5, 014 09:55 AM S:lz_Projects\LH01-2013_ Tabata\sPAD\'M' (Models)\LL-101-LH01-M.dwg c: ·-LL. DATE IMITIAL OWN BY: PROJECT NO . DRAWING NO. DATE INITIAL CHKD BY: CT 06-13 472-7M OTHER APPROVAL CITY APPROVAL RVWD BY: