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Home My WebLink AboutDWG 548-8L; LPC 2024-0014; DARWIN COURT; 01-18DAR IN COURT PACIFIC DEVELOPMENT PARTNERS, LLC 5935 D • a rw In Carlsbad , CA 92008 LANDSCAPE RENOVATION PLANS General The following general notes are provided by the landscape Architect to give directions to the contractor. The City of Carl1bad aignatur ■ on these plans does not constitute approval of any of these notes and the city will not be responsible for their enforcement. 1. The Contractor shall verify with the Owner's representative that plans are current and approved. 2. Work shall be In accordance with the requirements of The City of Carlsbad. 3. These plans are baaed on architecture plans by Ocio Design Group. 4. The Contractor shall obtain all necessary and required permih and pay all related fees and/or taxes required lo install the work on these plans. 5. The Contractor shall be appropriately licensed as required by the state in which the work takes place. 6. The Contractor shall notify the owner's representative prior to beginning the work and shall be re1pon1ible for coordinating with the Owner, Landscape Architect, governing agencies and other trades. 7. The Contractor shall notify the Landscape Architect immediately of any errors, omissions or di1crepancies in existing conditions or within the plans prior to beginning the work. 8. Unit prices for all improvements shall be established as a part of the contract with the project Owner and prior to beginning work, to accommodate additions and/or deletions of material and labor. 9. Determination of •Equal• substitutions shall be made only by the Landscape Architect. 10. The Landscape Architect shall be notified no less than A8 hours in advance of any site observations or meetings. 11. Site observations by the Land1cape Architect during any phase of this project does not relieve the Contractor of hi ■ primary respon1ibility to perform all work in accordance with the plan1, specifications and governing codes. 12. Site observation meeting ■ shall include: a. Pre•construction meeting b. Review of hardscap• samples c. l=inal grading d. Layout of hard scope elements e. Selection of plant materials f. Irrigation g. Planting h. Approval to begin establi1hment period i. Acceptance of establi1hment period Note, "Landscape" shall refer to all improvements within this set of documents that N o t e s have bHn designed by this office. 19. Contractor shall be bockcharged for Landscape Architect's time when observations are called for and it's found that the work is not slgnlflcantly ready upon obaervation or the appointment is not kept. Time will be charged on an hourly basis, plus transportation, Food and lodging costs, at the curretnly hourly rote For th epersonnel providing the observations. 20. Thi ■ firm does not practice or consult in the field of ■afety engineering. Thia firm does not direct the Contractor's operations and is not responsible for the safety of personnel other than our own on site. The safety of others is the re ■ponsibility of the Contractor. The Contractor should notify the Owner if he or she considers any of the recommended actions presented herein to be unsafe. 21. All landscaped area will be privately maintained. 22. Reference Document ■: Unless otherwise noted or specified, the work shall be done in accordance with the following reference documents which are on file in the office of the City Clerk or office of the state Architect: a. "Standard Specifications for Public Works Construction•, 2015 E.dition b. City of Carlsbad Standards c. •Americans with Disabilities Act• d. Title 24 -California Code of Regulations Befort oxoovotlon, verify the location of underground utilities. 0igolert (underground services alert) 811 DIAL TOLL FREE 811 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SER\1CE ALERT OF SOUTiiERN CALIFORNIA S. \2023 Projecls\23.01.3 Dorwm Court bldg\Drowing Files\CD\TlTLE.dwg\LT-1 (CITY)\30 Sep 2024 4:22 PM by: Glen Dl:CLARATION OF Rl:SPONSIBLI: CI-IARGI:: I I-IEREBY DECLARE TI-IAT I AM Tl-IE LANDSCAPE ARCI-IITECT OF WORK FOR TI-IIS PROJECT, TI-IAT I I-IAVE EXERCISED RESPONSIBLE CI-IARGE OVER Tl-IE DESIGN OF TI-IIS PROJECT AS DEFINED IN SECTION 6703 OF Tl-IE BUSINESS AND PROFESSIONS CODE AND TI-IAT Tl-IE DESIGN IS CONSISTENT WITI-I CURRENT STANDARDS. I UNDERSTAND TI-IAT Tl-IE CI-IECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY Tl-IE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL I-IEAL Tl-I IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS Tl-IE LANDSCAPE ARCI-IITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. TI-IESE PLANS I-IAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITI-I Tl-IE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. TRIBUTARY LA. INC. 2725 JEFFERSON STREET,SUITE 14 CARLSBAD, CA 92008 (7 60) 434. 9300 DATE, 14Au 2024 CA RLA NO. 3465 EXPIRATION, 31 Nov 2025 WA Tl:R l:FFICIE:NT LANDSCAPE: Dl:CLARA TION: I AM FAMILIAR WITI-I Tl-IE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN Tl-IE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED TI-IIS PLAN IN COMPLIANCE WITI-I THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY TI-IAT Tl-IE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. DA TE, 14 Au 2024 CA RLA NO. 3465 EXPIRATION, 31 Nov 2025 (760) 434.9300 INSPl:CTION PROCl:DURl:S: Inspection procedures: inspection of the project shall be performed by the landscape architect of work, or his designated agent. Refer to the specific:ations for the schedule of required inspections and required submittals. ~allowing completion of the work, the landscape architec:t of the work will certify that the installation has been completed by submitting the ncertification 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 e-mail to Bruc:e Dugmore at: bp@dugmoredesignstudia.c:om Landacape inspection request phone line: (760) 436-7327. PRIOR TO Bl:GINNING LANDSCAPE WORK, The contractor shall contact the designer of work prior to beginning landscape work and the designer of work shall review the project utility locations and revise plans accordingly to fully screen all utilities from view and protect all utilities (above & below grade) from Invasive plant growth and roots. AS BUil T NOT!: If any new mainline is installed or if any mainline equipment is installed in new locations other than replacing old equipment with new equipment in the same location, then Irrigation As•Built plans will be required to be submitted to the City and shall be prepared as required by the Engineering and Planning Divisions. The final plans should be prepared by the landscape archited from dimensions provided by the contractor. Final As-Built plans shall be drafted clearly lo the satisfaction of the City, and final As-Built plans will be required to be reviewed and approved by the City prior to release of securities BACKFLOW PRl:Vl:NTl:R NOTE All irrigation backflow preventers shall be tested by a certified tester and result& must be given to the City and the Water District. Call (760) 438-2722 to obtain approved contract backflow testers. Pipe between the meter and backflow preventer shall be schedule K hard c:opper". MWl:LO NOTl:S 1. For landscape installations, compost at a rate of a minimum of four cubic yards per 1,000 square feet of permeable area shall be incorporated to a depth of six inches into the soil. Soils with greater than 6% organic matter in the top 6 inches of soil are exempt from adding compost and tilling. 2. Prior to planting of any materials, competed soils shall be transformed to a friable condition. On engineered slopes, only amended planting holes need meet the requirement of this section. 3. The application of organic mulch materials made from recycled or post-consumer materials shall take precedence over inorganic materials unless recycled or post-consumer organic products ore not locally available. DRAINAGE: NOT!: All grading on site shall hove positive surface drainage (2% minimum grade in oll planting areas) away from strudures and terminating in an approved drainage system, Vicinity M a p PALOMAR POINT WAY ASI-ITON AVENUE DARWIN COURT SITE S h e e t I n d e x Sheet Number Sheet Name Sheet Description l LT-1 Landscape Title Sheet 2-3 LD-1 th,u LD-2 Landscape Demolition PJan 4.5 LC-1 thrn LC-2 Landscape Construdion Pion 6 LC-3 Landscape Construdion Details 7 LC-4 Landscape Construdion Specifications 8-9 Ll-1 thrv Ll-2 Landscape Irrigation Plan 10 Ll-3 Landscape l-lydrozone Mop 11 Ll-4 Landscape Irrigation Details and Notes 12 Ll-4 Landscape Irrigation Specifications 13-14 L TP-1 thru LTP-2 Land scope Tree Plan 15-16 LSP-1 thru LSP-2 Landscape Shrub Pion 17 LP-3 Landscape Planting Details 18 LP-4 Landscape Planting Specifications Total Number of Sheets: 18 ~.ii i,,.~SCAPs-~ \, ,f~ ti ~5(,; ~•''ell e,0(/....... ~ <,; .. ~ ~,, ,-:-< ~ '= ,.....~ ~ 1 gna ure TRIBUTL\RY 31 Nov/:5 _.~•~•waF ~~• * d)> ~ ~ ... LANDSCAPE ARCI--IITECTURE "r o<i< S-OF C/11.1~ TRIBUTARY LA, INC. 2725 Jefferson Street, Suite 14 Carlsbad, CA 92008 ProjecL-····---------·-· .. --23.013 DATE INITIAL I 7 60.434. 9300 Scale--~·--·----------·····--DESIGNER OF WORK EB NTS APPROVED !=OR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION 01= PLANTING AREAS Key M a p \\\\\\\\\\\\\\ 11111111111 111111111111111 1111111 11111 ----::::-------::::---::::---::::----- SEE SHEETS L0-2, LC-2, ll-2, LTP-2, LSP-2 SEE SHEETS LD-1, LC-1, Ll-1, LTP-1, LSP-1 Project Directory Client/Owner: PACll=IC DEVELOPMENT PARTNERS, LLC 30220 Rancho Viejo Road, Suite B San Juan Capistrano, CA 92675 Contact: Lars Andersen Landscape Architect TRIBUTARY LA., INC 2725 Jefferson Street, Suite 14 Carlsbad, CA 92006 Contact, Glen Brouwer (7 60) 434-9300 Irrigation Consultant VELOCITY IRRIGATION 33686 Harvest Way Wildomar, CA 92595 Contact: Rick Dortch (951) 351-4004 Architect OCIO DESIGN GROUP 1717 Fifth Ave Son Diego, CA 992101 Contact: Rodolfo Ocio (619) 232-0261 NTS LT-1 "AS BUil T" A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY TITLE EXP. DATE PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE REVIEWED BY: PLANTING AND IRRIGATION ONLY. INSPECTOR DATE I SH~ET 11 CITY OF CARLSBAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR, DARWIN COURT 5935 Darwin Court, Carlsbad, CA 92008 LANDSCAPE TITLE SHEET I APPROVE □~ ... (. al q. ~·· I 11/c,fut- PLANNING DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: LPC-2024-0014 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: OEV2024-0073 548-SL JI '¢ N 1-u 0 r- •• UJ I-<( 0 z <( ...I a. I LIMIT O~ WORK ------------------------- ...J - L + + '+ + + t +++I+ 1+ +/, + + +/.+ + + + + + + + + + + + 1+++++ + + + + + \,+++++ \+~~+"it++ ./++++'"'+ ;'"\+++++~+ + + + + + 1+ + + + + + + 1++++++ + + + + + t ,+++EC+++++ ------------ DAR IN COURT - - -·--- --- ---·-- - L ' + + + + + + + + + + + + + + + + +Q+ + + + + + + + + + + + + + + + +++++++ + + + + + -..i..~.,+ + +rt+++++++ ~ + + + + + + + t t + + + + + ---- ASSOCIATION NOTE, / '"This area is existin1 Cadsbad Research Center (CRC) Common Area turf. It Js.to..b~ E._Onverted to be privately maintained and irrigated by the property owner, nncl rio 1ong:., bx.. the CRC. All existing CRC irrigation system changes in these areas shall be doneby"the-ewu,r's landscape contractor at the owner's expense. Contact Greg Evans, CRC'Lihcbcapo.Archited consultant, al (760) 271-6010 and/or Andrea Tagle, CRC Properly M;;,•~••• (GS8) 373-2100, to help with coordinating CRC equipment irrigation system - changes. This is to ensure that there Is :i.~ coverage of the r•maining and modified CRC common area. Also, Greg Evans shall be contacted for pre-construction meeting and when installation is complete tor acceptance walk. The owner will be responsible for reimbursing the CRC for any and all Construction Administration fees provided by Greg Evans while representing the CRC durin1 construction of this project.• DEMOLITION LEGEND DEMOLITION NOTES 0 -, ( PG \ ...__I m □ D . . -r----, I XX I L ____ .J EXISTING TREE TO BE REMOVED EXISTING TREE TO REMAIN (PROTECT-IN-PLACE) DEMO & REMOVE I-IARDSCAPE DEMO & REMOVE LAWN EXISTING LAWN TO REMAIN DEMO & REMOVE SI-IRUBS EXISTING SI-IRUBS TO REMAIN DEMO & REMOVE POT GENERAL A. Contractor to field verify existing conditions prior to bidding. B. Contractor to protect all existing utilities and signage. C. Contractor to protect all existing light fixtures unless noted otherwise. D. Contractor to contact DIGALERT (800.422.4133) lo locate all utlhties. E. Remove existing up lights and safety cop the electrical in the existing junction boxes. F. Grind all existing stumps on the site down 12" below adjacent grade. This includes stumps that are outside the limit of work shown on the pion. G. Remove any surface roots from Pine trees. Contrac::tor to confirm root removal with an arborist. H. Adjust area drains as needed I. Prune back any overhanging branches from the trees on the adjacent slope. J. Grade down the mounded area where the existing Queen Palm is located. K. Remove the galvanized posts at the driveway entrance. PLANTING A. Contractor to demo and remove all lawn and shrubs in areas shown. B. Contractor to grind out all tree stumps down at least 12" below odjocent grade and remove all surface roots. C. Contractor to protect plant material directly adjacent to renovation areas. D. All irrigation in the areas of work will be replaced. S:\2023 Projects\23.013 Darwin Court tlldg\Drowing Files\CD\DEMO.dwg\LD-1\25 Oct 2024 9:12 A~ tly. Glen --__ , .... ----- - --- 11 I TRIBUT~RY LANDSCAPE ARCHITECTURE TRIBUTARY LA, INC. 2725 Jefferson Street, Suite 14 Carlsbad, CA 92008 t 760.434.9300 Project •••• ---··-·····-·· 23.013 Scale.,------·-·····-······ 1 • • 1 O' / PS KEYMAP \\\\\\\\\\\\\\ 11111111111 11111111111111 I 1111111 11111 0 5 APPROVED FOR PLANTING AND IRRIGATION ONL V, INCLUDING PRECISE LOCATION OF PLANTING AREAS EXISTING TREE LEGEND SYMBOL BOTANICAL NAME AC CA EC FS MS PR PS PV Archontophoenix cunninghamiana Cupaniopsis anacardioides Erythrina species Fraxinus species Magnolia species Phoenix roebe1enii Pinus species Pyrus species 01 Quercus ilex QV Quercus virginiano RO Rhus ovato SR Syagrus romonzoffiana EXISTING SI-IRUB LEGEND SYMBOL BOTANICAL NAME AA Agapanthus africanus CG Carissa macrocarpa CM Clivio miniata OS Dietes species LS Lantana species MS Microlepia species NO Nerium oleander PT Pittosporum tobira RC Rhaphiolepis indica 'Claro' RS Rhaphiolepis species ------------------------------------ COMMON NAME King Palm Carrotwood Coral Tree No Common Name No Common Name Pygmy Dale Palm Pine Ornamental Pear I-lolly Oak Southern Live Oak Sumac Queen Palm COMMON NAME Natal Plum Kafflr Lily Fortnight Lily No Common Name No Common Name Oleander Mock Orange Indian Hawthorn Indian Hawthorn --------------- SEE SHEETS LD-2, LC-2, Ll-2, LTP-2, LSP-2 SEE SHEETS LD-1. LC-1, Ll-1. LTP-1. LSP-1 ~ 10 20 LD-1 "AS BUil T" TITLE EXP. DATE REVIEWED BY: INSPECTOR DATE I SHfET 11 CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR, DARWIN COURT 5935 Darwin Court, Carlsbad, CA 92008 LANDSCAPE DEMOLITION PLANS l---+---1------------+----+---+---+---I I APPROVED: ,A ri/0 ..... _ _PLANNING ~ DATE DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL D N BY: CHKD BY: __ _ RVWD BY: PROJECT NO. LPC-2024-0014 DEV2024-0073 DRAWING NO. 548-8L """ N 1-u 0 r- •• LIJ ~ C z <( --' 0. ,- 1 I I I I I I I I ~. ~. u.1 0 !:: I ~. ...J I I I I I I I I I ----r + + + /+ + ' + + + + + + + + + + + + + + + ++++++ + + V + + + + + + + + + + + + + + + + + + + + + + S:\202.3 Projects\23.013 Darwin C01.Jrt bldg\Drowing Files\CD\OEMO.dwg\LD-2\25 Oct 2024 9:12 AM by: Glen • .. E:XISTING TRE:E: LE:GE:ND SYMBOL BOTANICAL NAME COMMON NAME AC Arc:hontophoenix cunnlnghamiona King Palm CA Cupanlopgls anacardioldes Corrotwood EC Erythrina specie, Coral Tree FS Fraxinus species No Common Nome MS Magnolia species No Common Name PR Phoenix roebelenii Pygmy Date Palm PS Pinus species Pine PV Pyrus species Ornamental Pear QI Quercus ilex I-lolly Oak ov Ou•rc:us virginiana Southern Live Oak RO Rhus ovata Sumac SR Syagrusromanzoffiano Queen Palm E:XISTING SI-IRUB LE:GE:ND SYMBOL BOTANICAL NAME COMMON NAME AA Agoponlhus africonus Lily-of-the-Nile CG Carissa macrocarpa Natal Plum CM Clivia miniato Kaffir Lily OS Dietes species Fortnight Lily LS Lantana species No Common Name MS Microlepia species No Common Name NO Nerium oleander Oleander PT Plttosporum toblra Mock Orange RC Rhaphiolepis indico 'Clara' Indian Hawthorn RS Rhaphiolepis species Indian l-lawthorn DE:MOLITION NOTE:S GENERAL A. Contractor to field verify existing conditions prior to bidding. B. Contractor to protect all existing utilities and signage. C. Contractor to protect all existing light fixtures unless noted otherwise. D. Contractor to contact DIGALERT (800.422.4133) to locate all utilities. I;:_ Remove existing up lights and safety cap the electrical in the existingjundion boxes. I=. Grind all existing stumps on the site down 12" below adjacent grade. This includes stumps that are outside the limit of work shown on the plan. G. Remove any surface roots from Pine trees. Contractor to confirm root removal with an arborist. 1-1. Adjust area drains as needed I. Prune back any overhanging branches from the trees on the adjacent sloi:,e. J. Grade down the mounded area where the existing Queen Palm is located. K. Remove the galvanized posts at the driveway entrance. PLANTING A. Contractor to demo and remove all lawn and shrubs in areas shown. B. Contractor to grind out oll tree stumps down at least 12" below adjacent grade and remove all surface roots. C. Contractor to prated plant material directly adjacent to renovation areas. 0. All irrigation in the areas of work will be replaced. LANDSCAPE: AllCI-UT£CTURE: TRIBUTARY LA, INC. 2725 Jefferson Street, Suite 14 Carlsbad, CA 92008 t 760.434.9300 Project_, _________ ,,_____ 23.013 Scale __ , .. .,_______________ 1" • 1 O' DE:MOLITION LE:GE:ND K:X \C:>I -, EXISTING TREE TO BE REMOVED ( PG \ EXISTING TREE TO REMAIN (PROTECT-IN-PLACE) ..__, m □ □ . ' -r----, I XX I L ____ .J DEMO & REMOVE I-IARDSCAPE DEMO & REMOVE LAWN EXISTING LAWN TO REMAIN DEMO & REMOVE SI-I RUBS EXISTING SI-IRUBS TO REMAIN DEMO & REMOVE POT \\\\\\\\\\\\\\ 11111111111 111111111111111 1111111 11111 ------------------------- ----------------------------------- SEE SHEETS LD-2, LC-2, Ll-2, L TP-2, LSP-2 \ I 11 111111111 DARWIN KEYMAP 0 ----- 5 SEE SHEETS LD-1, LC-1, Ll-1, LTP-1, LSP-1 10 20 APPROVE:D !=OR PLANTING AND IRRIGATION ONLY, INCLUDING PRE:CISE: LOCATION 01= PLANTING ARE:AS LD-2 "AS BUil T" TITLE EXP. DATE REVIEWED BY: INSPECTOR DATE l-----+--+---------+---+----+---+-------I I SH.3EET 11 CITY OF CARLSBAD I _ PLANNING DIVISION _ ~=:'...====::::::::::::::::::::::::::::::::::====: DA TE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OlHER APPROVAL DATE INITIAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR, DARWIN COURT 5935 Darwin Court, Carlsbad, CA 92008 LANDSCAPE DEMOLITION PLANS DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. LPC-2024-0014 DEV2024-0073 DRAWING NO. 548-8L JI I ~ N 1-u 0 I'""" •• LU I-<( a z <( ...J C. ----DAR IN COURT --- ----- · -- S. \2023 Projects\23.013 Darwin Court bldg\Drowing files\CD\CONST.dwg\LC-1\25 Oct 2024 9: 14 A~ by: Glen LIMIT OF WORK ~------------------------- --I I I I - l oo PA / I --- 0 --- ooo 11 D oo @J PA ~ ----- L---IMIT or: W._ -,_ ORK -..__ -----... ---- □□□ □ PA ---------- -...... ...... ... ----- Iii tW TRIBUTARY LANDSCAPE: ARCI-IITE:CTURE: TRIBUTARY LA, INC. 2725 Jefferson Street, Suite l ,4 Carlsbad, CA 92008 I 760.434.9300 - PA / / / / / \\\\\\\\\\\\\\ 11111111111 111111111111111 1111111 11111 ----- KEYMAP - SEE SHEETS LC-3 FOR CONSTRUCTION DETAILS SEE SHEET LC-4 FOR CONSTRUCTION SPECIFICATIONS 0 \.i,,~SCAP~ ~ -1-9. ~ 5(; ~·1 \t)\I; Broe,.,~,. ~ '<<." '1io ~ g I ~• •• :.~ ~ • gna ure 31 N~v 25 renewla•~• * i< 1~4 cl')' a • ~,.. '1J'. r§' ~ OF c,,,1.1~ Project.N--------·-·---· .. 23.013 DATE INITIAL Scale, .. __ ,..,_ .. _ .. __ ..... _ .... , ... 10' DESIGNER OF WORK REVISION DESCRIPTION 5 APPROVl:D i=OR PLANTING AND IRRIGATION ONL V, INCLUDING PRl:CISI: LOCATION 01= PLANTING ARl:AS CONSTRUCTION Ll:Gl:ND SYMBOL CL CP oc EQ PA ~ PT R ,r,.., 7 • DESCRIPTION CENTERLINE CENTER POINT ON CENTER EQUAL PLANTING AREA POINT OF BEGINNING POINT OF TANGENCY RADIUS ALIGN WITH ADJACENT SURFACE ALIGN PERPENDICULAR EXPANSION JOINT EXPANSION JOINT W/ SEALANT SCORE JOINT RIGHT OF WAY/ PROPERTY LINE STAIR RISER NOTE, ALL DIMENSIONS TO WALLS ARE FROM FACE OF WALL UNLESS OTHERWISE NOTED. CONSTRUCTION NOTl:S [I] m m rn m m m m m [§I [j] fill OMIT OMIT OMIT OMIT EXISTING WALL EXISTING FLAG POLE EXISTING CONCRETE PAVING 'BLACK JACK' EDGING BY OLVOLA -INSTALL PER MANUFACTURER'S DETAILS. ASSOCIATION LANDSCAPE MAINTENANCE AREA OMIT SOLAR POWERED LED BOLLARDS-SEE DETAIL E/ SHEET LC-2 (ALTERNATE BID ITEM) OMIT i=INISH SCHl:DULI: © © © @ OMIT OMIT OMIT SOLAR POWERED LED BOLLARDS -FIRST LIGHT TECHNOLOGIES WLBSERIES-24"TALL(CUSTOM HEIGHT TO BE COORDINATED WITH MANUFACTURER) LED TYPE AND LIGlfflNG PROFILE TO BE COORDINATED WITH OWNER (AL TERNA TE BID ITEM) ----------------------------------------------------------------- SEE SHEETS LD-2, LC-2, Ll-2, L TP-2, LSP-2 SEE SHEETS LD-1, LC-1, Ll-1, LTP-1, LSP-1 LC-1 "AS BUil T" ~ TITLE EXP. DATE REVIEWED BY: 10 20 INSPECTOR DATE I S~ET II CITY CARLSBAD I OF PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR, DARWIN COURT 5935 Darwin Caurt, Carlsbad, CA 92008 LANDSCAPE CONSTRUCTION PLANS I APPROVED:' A-,·+- I ~«-< I I/,,,_ /z,J PLANNING DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: LPC-2024-0014 OTHER APPROVAL CITY APPROVAL RVWD BY: DEV2024-0073 548-8L II l "It N 1-u 0 r- •• UJ 1- -<( 0 z -<( _. a. ,. -__,, __ I -- 1 I I I I I I I ~. ~. ol t:: I ~. ..J I I I I I I I I I ® PA PA PA -m ® S·\2023 Pro.ieets\23.013 Darwin Court bldq\Drawing Fites\CD\CONST.dwg\LC-2\25 Oct 2024 9:14 AM by: Glen PA 0, .. ..., ..., ..., ..., --, I I PA I I I I I I I I I ,t if 1/5 PA I!:: ,~ 1" I I I I I I I I I r::i I CONSTRUCTION LEGEND SYMBOL Cl CP oc EQ PA ~ PT R rv 7 • DESCRIPTION CENTERLINE CENTER POINT ON CENTER EQUAL PLANTING AREA POINT OF BEGINNING POINT OF TANGENCY RADIUS ALIGN WITH ADJACENT SURFACE ALIGN PERPENDICULAR EXPANSION JOINT EXPANSION JOINT W/ SEALANT SCORE JOINT RIGHT OF WAY /PROPERTY LINE STAIR RISER NOTE, ALL DIMENSIONS TO WALLS ARE FROM FACE OF WALL UNLESS OTHERWISE NOTED. CONSTRUCTION NOTES [il III I] m III m m 0 m [QI rill fill OMIT OMIT OMIT OMIT EXISTING WALL EXISTING FLAG POLE EXISTING CONCRETE PAVING 'BLACK JACK' EDGING BY Ol VOLA-INSTALL PER MANUFACTURER'S DETAILS. ASSOCIATION LANDSCAPE MAINTENANCE AREA OMIT SOLAR POWERED LED BOLLARDS· SEE DETAIL E/ SHEET LC-2 {ALTERNATE BID ITEM) OMIT !=INISH SCHEDULE © © © ® OMIT OMIT OMIT SOLAR POWERED LED BOLLARDS· FIRST LIGHT TECHNOLOGIES WLB SERIES-24" TALL (CUSTOM HEIGHT TO BE COORDINATED WITH MANUFACTURER) LED TYPE AND LIGHTING PROFILE TO BE COORDINATED WITH OWNER(ALTERNATE BID ITEM) 111 fl TRIBUTA-.RY LANDSCAPE ARCI-IITECTURE TRIBUTARY LA, INC. 2725 Jefferson Street, Suite 1,4 Carlsbad, CA 92008 t 760.434,9300 \\\\\\\\\\\\\\ 11111111111 111111111111111 1111111 11111 \ I 11 111111111 DARWIN KEYMAP SEE SHEETS LC-3 FOR CONSTRUCTION DETAILS SEE SHEET LC-4 FOR CONSTRUCTION SPECIFICATIONS 0 ---- 5 ----------------------------------------- SEE SHEETS LD-2, LC-2, Ll-2, l TP-2, LSP-2 SEE SHEETS LD-1, LC-1, Ll-1, LTP-1, LSP-1 20 APPROVED !=OR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION 01= PLANTING AREAS LC-2 "AS BUILT" TITLE EXP. DATE REVIEWED BY: INSPECTOR DATE 1-------+------t--------+-------t--i-----+----I I S~ET 11 CITY OF CARLSBAD I :::::=~=::...;:· =====P::::LA::::N:::N::::IN:::::G::::::::::Dl:::::Vl::::S:::::10:::::N====~- Project_ ....................... ---· 23.013 DA TE INITIAL DATE INITIAL DATE INITIAL Scale, __ ....... -···--·-·-----····------l" • 1 O' DESIGNER OF WORK REVISION DESCRIPTION 0lliER APPROVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR, DARWIN COURT 5935 Darwin Court. Carlsbad, CA 92008 LANDSCAPE CONSTRUCTION PLANS I APPROVED:~ #Q ... I\ /c,lu, PLANNING DWN BY: PROJECT NO. DRAWING NO. CHKD BY: LPC-2024-0014 RVWD BY: DEV2024-0073 548-8L I "¢ N 1-u 0 r- •• UJ I-<( C z <( ..J a. OM IT _NO_T_A_S_S_IG_N_E_D ______ @ l 1----c:;;==--.,._ ,. N ~ 6 III 3 4 • . ' "° 11 i"TTli = 12" SECTION LEGEND (I] SOLAR POWERED LED BOLLARD -FIRST LIGl-lT TECl-lNOLOGIES WLB SERIES -SEE LANDSCAPE CONSTRUCTION PLAN FOR LOCATION II] BASE PLATE BV BOLLARD MANUFACTURER -SEE INSTALLATION INSTRUCTIONS BV MANUFACTURER 0 FINISl-l GRADE 0 CONCRETE FOOTING-REINFORCEMENT BV CONTRACTOR I]] COMPACTEDSUBGRADEBV CONTRACTOR rn 1/2" RADIUS (TVP.) [I] SLOPE TO DRAIN ~ -9-0L L_A_R_B_O_LL_A_R_D _____ -----1® _NO_T_A_S_S_IG_N_E_D ______ CD S; \2023 ProJects\23 013 Dorwm Court bldg\Drowmg Files\CD\GDETS.dwg\LC-3\25 Oct 2024 9: 41 AM by. Glen OM IT _NO_T_A_S_S_IG_N_E_D ______ @ OM IT _NO_T_A_S_S_IG_N_E_D ______ ® _NO_T_A_S_S_IG_N_E_D ______ 0 OM IT _NO_T_A_S_S_IG_N_E_D ______ @ OM IT _NO_T_A_S_S_IG_N_E_D ______ @ _NO_T_A_S_S_IG_N_E_D ______ ® APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS OM IT _NO_T_A_S_S_IG_N_E_D ______ @ _NO_T_A_S_S_IG_N_E_D ______ @ LC-3 "AS BUil T" TITLE EXP. DATE REVIEWED BY: INSPECTOR DATE 111 fl l------+---1----------+---+------+---+-------tl SHlET II CITY OF CARLSBAD I ID _ PLANNING DIVISION . 1-----+---+------------+-----+---+-------<f-----l ~L=AN=D=s=cA:::'.P-=E=IM=P=Ro=v==E=M=EN::T::P:::LA:::N:::S::::FO~R=, ========~ TRIBUTaRY LANDSCAPE ARCf.llTECTURE TRIBUTARY LA, INC. 2725 Jefferson Street, Suite 14 Carlsbad, CA 92008 I 760.434.9300 ProjecL---------··--·--·-···· 23.013 DA TE INITIAL Scale. _________ ., ___ , ...... DESIGNER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DARWIN COURT 5935 Darwin Court, Carlsbad, CA 92008 LANDSCAPE CONSTRUCTION DETAILS I APPROVED=4-. 4-1-~~ 11/t,,_(11' PLANNING OWN BY: PROJECT NO. DRAWING NO. CHKD BY: LPC-2024-0014 RVWD BY: DEV2024-0073 548-8L I JI "-.;t N 1-u 0 r- •• UJ 1- <t 0 z <t ...J 0. L .. LANDSCAPE CONSTRUCTION SPECIFICATIONS 1. SCOPE: PROVIDE LABOR, MATERIALS, PERMITS, EQUIPMENT. SUPERVISION, SERVICES, TRANSPORTATION AND ALL OTHER ITEMS NECESSARY TO COMPLETE ALL CONSTRUCTION WORK AS INDICATED AND SPECIFIED WITHIN THESE PLANS BY TRIBUTARY LA, INC. THE INSTALLATION SHALL BE COMPLETE IN EVERY RESPECT TO THE SATISFACTION OF THE OWNER. 2. GENERAL: A. GENERAL CONDITIONS 1. IT IS THE INTENT THAT ALL IMPROVEMENTS SHALL BE CONSTRUCTED, ASSEMBLED, AND INSTALLED IN AN EFFICIENT AND SATISFACTORY MANNER ACCORDING TO THE HIGHEST WORKMANLIKE STANDARDS. IMPROVEMENTS SHALL BE COMPL.TE IN EVERY RESPECT AND SHALL BE LEFT READY FOR THEIR INTENDED USE AND/OR OPERATION BY THE OWNER. 2. THE CONTRACTOR SHALL CARRY ALL NECESSARY COMPENSATION, LIABILITY AND PROPERTY DAMAGE INSURANCE TO COVER HIS WORKERS AND INSTALLATION SO AS TO OFFER FULL PROTECTION TO THE OWNER FROM ANY POSSIBLE DAMAGE SUIT OR LIEN ON THE OWNER'S PROPERTY. THE CONTRACTOR SHALL APPLY AND PAY FOR NECESSARY PERMITS AND FEES REQUIRED BY LOCAL GOVERNING CODES AND MUNICIPALITIES TO COMPLETE THE WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY. RIGHT-OF-WAYS, EASEMENTS, SET-BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. 5. LOCAL, MUNICIPAL AND STATE CODES, LAWS, RULES, AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY MADE A PART OF THESE PLANS AND SPECIFICATIONS. 6. THESE PLANS ARE PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR, THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AFFECTING THE INTENDED DESIGN OF n-1E CONSTRUCTION WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. 7. ANY DISCREPANCIES BETWEEN THE SITE CONDITIONS AND THE CONTRACT DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT IMMEDIATELY. ANY CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS AT THE CONTRACTOR'S RISK AND EXPENSE. B. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF CONSTRUCTION ELEMENTS WITH TO AVOID CONFLICTS WITH GRADING, PLANTING IRRIGATION, UTILITIES, OR ENGINEERING OR ARCHITECTURAL FEATURES THROUGH THE OWNER'S REPRESENT A TIYE. 9. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL LOCATE BY STAKES, OR OTHER MEANS, ALL CONSTRUCTION ELEMENTS AS DELINEATED ON THE PLANS FOR APPROVAL BY THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT. 10. THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ALL UTILITIES, CONSTRUCTION, IRRIGATION AND PLANTING ELEMENTS, EXISTING OR NEW, MARKED OR UNMARKED, AND SHALL REPAIR OR REPLACE ANY DAMAGED IMPROVEMENTS IN A MANNER ACCEPTABLE TO THE OWNER'S REPRESENTATIVE. n. CONSTRUCTION, SUB-BASE REQUIREMENTS, COMPRESSIVE STRENGTH, SLAB THICKNESS, CONTROL JOINTS, REINFORCEMENT, ETC. OF ALL PAVING ON GRADE SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINEER AND/OR PROJECT STRUCTURAL ENGINEER. 12. CONTRACTOR SHALL PROTECT ALL ARCHITECTURE INCLUDING DOORS, GLASS, WALLS ETC. FROM CONSTRUCTION DEBRIS AND/OR DAMAGE. 13. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE. B, PLANS 1. ALL CONSTRUCTION ITEMS SHALL BE LOCATED AS DIMENSIONED ON THE PLANS UNLESS OTHERWISE INDICATED IN NOTES, DoTAILS, LEGENDS, AND SPECIFICATIONS. 2. DIMENSIONS ARE TAKEN FROM THE FACE OF VERTICAL IMPROVEMENTS UNLESS NOTED ON PLANS. 3. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE DRAWINGS. 4. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BE THE SAME AS OTHER SIMILAR WORK SHOWN OR NOTED ON THE PLANS. PAVING A. GRADING 1. CONTRACTOR SHALL VERIFY IN THE FIELD, THE EXTENT OF IMPORT OR EXPORT TO ENSURE FINAL GRADES AND NOTIFY OWNER OF ALL DISCREPANCIES WHICH SHALL AFFECT CONTRACTOR'S WORK PRIOR TO BEGINNING WORK. 2. 4- 5- 6. ALL EXISTING FILL SOIL AND DISTURBED NATURAL SOILS ARE TO BE; EXCAVATED AND REPLACED WITH PROPERLY COMPACTED FILL PER THE; STRUCTURAL SOILS REPORT. ALL FILLING, BACKFILLING, RECOMPACTION, ETC., IS TO BE ACCOMPLISHED ONLY UNDER THE SUPERVISION OF A SOILS ENGINEER. EXPORT SOIL AND DEBRIS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL GRADES. CONTRACTOR IS RESPONSIBLE FOR ACHIEVING POSITIVE DRAINAGE AT THE; FOLLOWING MINIMUM GRADIENTS UNLESS OTHERWISE NOTED, 1% IN PAVED AREAS, 2% IN ALL PLANTED AREAS. ALL SUBSURFACE DRAIN LINES INDICATED ON THESE PLANS SHALL HAVE A MINIMUM ONE-HALF OF ONE PERCENT SLOPE CONSTANT TO OUTLET. S:\202J Projects\23.013 Dorwin Court bldg\Oraw1ng Files\CD\CSPECS.dwg\LC-4\25 Oct 2024 9:41 AM by. Glen B. PORTLAND CEMENT CONCRETE PAVING 1. CONSTRUCTION, SUB BASE REQUIREMENTS, COMPRESSIVE STRENGTH, SLAB THICKNESS, CONTROL JOINTS, REINFORCE;ME;NT, E;TC. OF ALL PAYING ON GRADE SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINEER AND/OR PROJECT STRUCTURAL ENGINEER. 2. SUBMITTALS, 4- s. 6. a. BECAUSE CONCRETE COLORS AND FINISHES MAY BE ALTERED BY MANY FACTORS INCLUDING CEMENT COLOR, SAND COLOR, SLUMP, FINISHING PRACTICES, AND CURING METHODS, THE CONTRACTOR SHALL CAST ONE SET OF CONCRETE SAMPLES FOR REVIEW AND APPROVAL BY THE OWNER. SAMPLES SHALL BE CAST FOR EVERY CONCRETE FINISH INDICATED ON THE PLANS. THE CONTRACTOR SHALL CAST ONE SET OF SAMPLES WHICH SHALL BE 3' X 3' SQUARE;. IF THE SAMPLE IS NOT APPROYE;D BY THE OWNER THE CONTRACTOR SHALL CAST THE SAMPLE AGAIN UNTIL IT IS APPROVED BY THE OWNER, THE SAMPLES SHALL BE CAST USING THE EXACT CONTEMPLATED MATERIALS AND CONSTRUCTION TE;CHNIQUES INCLUDING CONCRETE MIX, SEALERS, JOINT FILLER, ETC. SAMPLES SHALL BE CAST AT A LOCATION DESIGNATED BY OWNER'S REPRESENTATIVE. APPROVED SAMPLES SHALL BE LEFT IN PLACE IF APPROVED BY THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL PROTECT SAMPLES FROM DAMAGE OR LOSS. APPROVED FINAL SAMPLES WILL BE THE STANDARDS FOR CONCRETE WORK. TESTING, a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT FLATWORK COMPLIES WITH APPLICABLE CODES AND REGULATIONS OF MINIMUM WET AND DRY SLIP COEFFICIENT STANDARDS OF SAFETY FOR GOVERNMENTAL AGENCIES HAYING JURISDICTION. BOTH SAMPLES AND FINISHED FLATWORK SHALL BE TESTED. b. ALL CEMENT, AGGREGATE, REINFORCING STEEL, STRUCTURAL STEEL, ETC. SHALL BE FROM TESTED STOCK. COPIES OF TEST REPORTS SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE UPON REQUEST. QUALITY ASSURANCE, a. REGULATORY REQUIREMENTS, IN ADDITION TO COMPLYING WITH THE APPLICABLE CODES AND REGULATIONS OF GOVERNMENTAL AGENCIES HAYING JURISDICTION, CONTRACTOR SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE CRSI MANUAL OF STANDARD PRACTICES. WHERE THESE REQUIREMENTS CONFLICT WITH THIS SPECIFICATION, COMPLY WITH THE MORE STRINGENT PROVISIONS, REVIEW OF SITE CONDITION, a. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORILY CONDITIONS ARE CORRECTED. b. NOTIFY OWNER'S REPRESENTATIVE 24 HOURS BEFORE SCHEDULED START OF PLACING CONCRETE. EXCAVATIONS, FORMWORK, REINFORCEMENT, AND EMBEDDED ITEMS SHALL HAYE BEEN INSPECTED AND APPROVED BEFORE ANY CONCRETE IS PLACED. c. TREAT SUB-GRADE UNDER PAVED AREAS WITH WEED KILLER IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS, TAKE EXTREME PRECAUTION TO CONFINE WEED KILLER TO AREA COVERED WITH PAYING AND PROVIDE NECESSARY PROTECTION INJURY OR DAMAGE TO LIFE OR PROPERTY. PREPARATION, a. GENERAL, COORDINATE THE WORK OF THIS SECTION WITH RELATED WORK. PLACE CONDUITS IN CONCRETE SLABS WITH A MINIMUM COVER OF 2 INCHES ABOVE AND BELOW CONDUIT. LOCATE ACCURATELY AND SECURE IN-PLACE INSERTS, ANCHOR BOLTS, TIES, DOWELS, AND MISCELLANEOUS PLATES BEFORE POURING. INSTALLATION, a. GENERAL, b. c. 1. ALL CONCRETE SHALL BE FREE FROM DEFECTS, AND SHALL CONFORM TO THE SHAPES, DIMENSIONS AND FINISH GRADE ELEVATIONS AS INDICATED ON THE PLANS. 2. ALL EXPOSED SURFACES SHALL BE FREE FROl-1 JOINT AND POUR LINES AND SHALL HAVE A UNIFORM TEXTURE. ALL CONCRETE SHALL CONFORM TO THE TEXTURES AND FINISHES AS CALLED FOR IN THE PLANS. .;. WHEN CURING COMPOUNDS ARE USED, ADJACENT SURFACES SHALL BE PROTECTED BY CONTRACTOR FROM OYERSPRAY, 4. ALL WALKS SHALL DRAIN AT A MINIMUM OF 1% CROSSFALL, OR AS NOTED ON THE PLANS. s. CONCRETE PADS IN FRONT OF BUILDING ENTRY SHALL BE FINISHED TO A GRADIENT NO GREATER THAN 2% TO A POINT 60" OUT FROM THE FACE OF THE BUILDING PER TITLE 24 CALIFORNIA STATE HANDICAPPED CODE. 6. CROSS PITCH ON ALL WALKING SURFACES SHALL NOT EXCEED 2%. 7-VERIFY SHAPE, HEIGHT AND LOCATION OF EXISTING STOOPS AND NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES, B. OWNER'S REPRESENTATIVE SHALL APPROVE ALL FORMING PRIOR TO POURING OF CONCRETE. CONVEYING, 1. WITH EACH LOAD, PROVIDE TICKET CERTIFYING THE MATERIALS AND QUANTITIES AS WELL AS COMPLIANCE WITH THE APPROVED MIX DESIGN, REINFORCING, I. INSTALLATION OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINEER AND/OR PROJECT STRUCTURAL ENGINEER. d. e. I. g. CONSTRUCTION JOINTS, 1. EXPANSION AND KEYED JOINTS, a. AS SHOWN ON DRAWINGS, BUT GENERALLY AT 20 FEET ON CENTERS FOR FLATWORK AND 15 FEET ON CENTERS FOR CURBS. 2, CONTROL JOINTS, GENERAL, AS SHOWN ON DRAWINGS, BUT GENERALLY AT 5 FEET ON CENTERS BOTH WAYS. LOCATE BETWEEN EXPANSION JOINTS WHERE POSSIBLE. DO NOT USE AS SUBSTITUTE FOR EXPANSION JOINTS. USE ONLY ONE OF THE FOLLOWING METHODS, a. SAWCUT JOINT, SAWCUT ONE;-THIRD DEPTH OF SLAB MINIMUM IMMEDIATELY AFTER SLAB HAS ATTAINED ITS INITIAL SET. b. TOOLED JOINTS AND EDGES, JOINTS SHALL BE TRUE TO LINE AND PROFILE, TOOLING SHALL BE DONE WHILE CONCRETE IS PLASTIC. TOOL JOINTS AFTER BROOMING. c. JOINTING TOOL, SHALL BE 2 INCHES WIDE AT SURFACE, TAPERED, WITH TOP EDGES ROUNDED TO 1/ 4 INCH RADIUS. d. TOOL OR OTHERWISE FORM GROOVES IN HANDICAPPED RAMPS IN ACCORDANCE WITH DRAWINGS AND TITLE 24 REQUIREMENTS. COLD JOINTS, GENERAL, CONCRETE CONSTRUCTED FROM THESE PLANS SHALL MEET ALL ENGINEER'S OR ARCHITECT'S WALKS, DRIVEWAYS, CONCRETE DECKS AND PADS, TOPS OF CURBS, ETC. FLUSH UNLESS OTHERWISE NOTED ON PLANS. FINISHING, 1. WHILE THE SURFACE IS STILL PLASTIC, PROVIDE A TEXTURED FINISH AS REQUIRED BY THE DRAWINGS, OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 2. BROOM FINISH, IMMEDIATELY AFTER CONCRETE HAS BEEN TROWELED AND JOINTS HAYE BEEN FORMED, BROOM FINISH WITH MEDIUM STIFF BRISTLE BROOM. .;. RETARDER FINISH, APPLY RETARDER IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CURING AND SEALING, 1. SEAL CONCRETE SURFACES WITH AN APPROVED SEALER. FIELD QUALITY CONTROL, 1. INSPECTION, REQUEST REVIEW BY OWNER'S REPRESENTATIVE OF EACH OF THE FOLLOWING ITEMS PRIOR TO CONTINUING WITH THE WORK, LAYOUT FORMING SUB-GRADE PREPARATION AND REINFORCING STEEL INSTALLATION. CONCRETE FINISHING h. ADJUSTING, 1. REMOVE CONCRETE PAYING WHICH IS DAMAGED, NOT TRUE TO LINE AND PLANE, NOT PROPERLY FINISHED, AND NOT PITCHED TO DRAIN. SUCH WORK SHALL BE REMOVED AND REPLACED TO THE REQUIREMENTS OF THIS SECTION, i. PATCHING, 1. PATCH CRACKS, ROCK POCKETS, AND HONEYCOMBS AS DIRECTED BY ARCHITECT, OR REPLACE CONCRETE TO PROVIDE UNIFORM QUALITY AND APPEARANCE. j. PROTECTION, 1. PREVENT TRAFFIC ON SURFACES OF CONCRETE PAYING FOR A PERIOD OF 3 DAYS. PROVIDE, MAINTAIN AND REMOVE BARRICADES AS REQUIRED. GUARANTEE: A. GUARANTlili, 1. ALL CONSTRUCTION WORK SHALL BE GUARANTEED AGAINST ALL DEFECTS OF WORKMANSHIP AND MATERIALS, INCLUDING SETTLING OF GRADED AREAS, FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE (COMPLETION) BY OWNER. THE CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE ON HIS LETTERHEAD AT THE TIME OF THE FINAL INSPECTION. 111 t~ TRIBUTARY LANDSCAPE AllCI-IITECTUllE TRIBUTARY LA, INC. 2725 Jefferson Street, Suite 14 Carlsbad, CA 92008 t 760.434.9300 Project ...... --··-·-··-----·· 23.013 Scale-........ , .... __ ............... __ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS LC-4 "AS BUil T" TITLE EXP. DATE REVIEWED BY: INSPECTOR DATE l----------+---+---------+-----+--+---l-----l I SH7EET 11 CITY OF CARLS BAD . PLANNING DIVISION :==:....:::::===============:::::: LANDSCAPE IMPROVEMENT PLANS FOR, DARWIN COURT 5935 Darwin Court, Carlsbad, CA 92008 LANDSCAPE CONSTRUCTION SPECIFICATIONS l-----+--+-----------11------+--l------+----I I APPROv£D: ;&-v-1{ Cf _PLANtilNG D4 TE INITl4L D4 TE 1NITl4L DESIGNER OF \\'ORK REVISION DESCRIPTION OTHER APPROVAL D4 TE 1NITl4L D~ BY: CHKD BY: __ _ CITY APPROVAL RVWO BY: PROJECT NO. LPC-2024-0014 DEY2024-0073 DRAWING NO. 548-8L JI "¢ N 1-u 0 r- •• UJ I-<( C z <( ...J C. I I I I I I I : ~"-----'--- ■ • ---- •• CRC ASSOCIATION R MAINTAINED ~~~GES. IRRIGATION ------ • -sleeve for Use exiSting I line. Valve #2 latera Adjust the exist~idi~~ation where the~ Ensure 100% systems m~h. no over-spray. coverage WI ----------- •••• COURT ORK •••••••• LIMITOf=W ••••••• .......................... ~···· Existing Station 'th new drip zone existing valve WI Valve #2 dnp alve and install new plans Rewire v stem per these . controller line sy Ive to exIstIng . res new va . ting control WI . using the exIs Replace #2 valve. ·on of existing recycl Loca r and backfiow ' . ---------·--- - -·- water mete tect in place). ' reventer (pro / P a turf It is to be ' CRC) Common Are r ~nd no longer -------------------_,,_.I~'"-"":'~ ....... ~ Th•-o -::~==~-::.,~-=-.: =-i~i~ ~~~,•= !=,1~ ;-;~.~~'.::':~:".,::-..::.:; ,._,, M '"'-~·• • .,.,,~.. , .. _,,.. --=•-, ;:, ""'"'.~::::. """ """="' ~::::;.. .. Manager ~his is to ensure Greg Evans shall be C:alk. The own_er wfeeI s provided by changes. a Also, cceptance . ·strat1on CRC Comma~:::~ is complete~~~ Construction Ad:;:~ of the project. and when ms the CRC for _an an CRC during constru for reimburs1:ile representing the Greg Evans ----• • b existing Station hed area is imgat~dth! field as follows. 10. EACH ~:Av FROM THE zgRIP LINE TUBIN~ ~RIP LINE TUBING. ~~t:iTTINGS USE~~~~FACTURER OF TH 11. SUPPLIED BY THE ♦ •••••••• • lease valve - MArc,..ll -.; _, ,;;jN12 ~ 8£212 -._,_,ilt~~I-.? Typical numbe'. I~ment for the area. • hatch is the - valve-zone assog Hatched A;~rip line irrigation. sub-surfac • Typical _ ·caI manual flush TypI Ive assembly. va ration indicator. Typical ope . Ive Replace Existing Station _#1 0: co·ntrol valve --HYDROZONE STATION# L.. IRRIGATION ONLY, ED FOR PLANTING~~ OF PLANTING AREAS APPRO ECISE LOCAT INCLUDING PR VALVE SIZE FLOW(GPM) ' ~ - EQUIPMENT LEGEND SIZE DETAIL A, 11 NUMBER B, 11 ER/ MODEL HANDLE MANUFACTUR VALVE WITH PUPLE WITH 1" PESBR C, 11 ELECTRIC CONTROL E CONTROL VALVio PSI) 14 GA UF D, 11 SYMBOL "'" "" ::':':,::;'-'','f,,g',::;:;" ~;:::::: PLAN SIZE E, 11 s "''"''° • S,ss,J" SE WA ;e,e,oo <MS PLAN SIZE E0 v,"-'"""°' e TI<OC>"" "™ e -,T '"'""" C e -"' ""-ro,ea UF DIRECT BURIAL CONN-PRESSURE LATERAL ~,IN AST EDGE OF HARDSCAP NOT SHOWN PURPLE SCH 40 PVC NOE SLEEVING. EXTEND 6 p DETAIL PURPLE SCH 40 PVC PIP TREE BUBBLERS FLOW-GPM Q F O' TT T LEGEND- 150• H 21 -: ~ SPRINKLER RAD PSI Go· a~ T :--o PURPLE CAP 11 NOZZLE CHEC~ VALVE, AN 5 PER TREE) .l F, r ------=-----,-:--:-:--::::, """l~-MIOD1EELL NNIUMBER RE REGULATION, PER TREE (2 x 0.2 L--;;~L. l~MA~~e,crusea-MOo '"' "™ '""'" w, " ,., "'"' r """"--"'"""" '"'"~ """"" "'""" "'' "'""'-"' so, ""' TREE POP-UP ST 06-SAM-PRS-NP (2) SUPPLEMENTAL T RAIN BIRD 18 REPRESENTS TWO e OL ON THE PLANS NOTE· THE SINGLE SYMB DRIP LINE LEGEND EMITTER DETAIL existing valve w~h 1: #33 tree bubbler and install new a lans. Rewire new • ~..._..._I system per_ tht.esgeC::ntroller using the I to 8XIS In va_ve ontrol wires. CRC ASSOCIATI~~ MAINTAINED GES IRRIGATION CHAN . existing c ,, ,,:/ "' ■ i I TRI R!1BX LANDSCAPE A TRI BUT ARY LA,S~~e~t. Suite 14 2725 Jeffer':;2008 Carlsbad, C t 760.434.9300 ProJect. ......... ·· Scale .... ·· .. ·· .... ·· .... ··· KEYMAP ION DETAILS SHEETS Ll-3 FOR IR~i>N SPECIFICATIONS SEE EET Ll-4 FOR IRRI SEE SH DA TE INITIAL 0 23.013 l", 10' F WORK DESIGNER O ON DESCRIPTION REVISI 5 SEE SHEETS 1 LTP-1, LSP-1 LD-1, LC-1, LI-' 20 "AS BUILT " TITLE EXP. DATE REVIEWED BY: DATE INSPECTOR OF CARLSBAD LE] I 0 =~~~:~:~~l~G DIVISION LANDSCAPE IMPR DARWIN COURTd CA 92008 t Carlsba , D ·n Caur, s 5935 arw, GATION PLAN LANDSCAPE IRRI I APPROVED~ 1L q '' DA TE INITIAL DATE PLANNING PROJECT 0 ~~- • PC 2024-0 DWN BY: ---iiEV2024,0073 INITIAL CHKD BY: DRAWING NO. 548-8L 01HER APPROVAL CITY APPROVAL RVWD BY: .. • GENERAL NOTES RECLAIMED WATER NOTES IRRIGATION MAINTENANCE SCHEDULE .. I I •••••••••••• i,.-•• LIMIT Of: WORK a ••••••• 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DATED OCTOBER, 1993. 2. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC .. SHALL BE PROTECTED FROM SPRAY BY RECLAIMED WATER. 3. NO PONDING, RUN-OFF OR OVER-SPRAY IS PERMITTED. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. * 8. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN TH£ HOURS OF 10:00 P.M. AND 6:00 A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DON£ AT A DIFFERENT TIM£) WITH QUALIFIED SUPERVISION PERSONNEL ON SITE. 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER.WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPL/CATION, THROUGH /RR/GA TION OR OTHER APPROVED US£. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING ON ALL SIDEWALKS, STREET, AND PR/VA TE LOTS. 12. QUICK COUPLING VALVES SHALL HA VE A SPECIAL COUPLE KEY PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY TH£ CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIP£ SHALL BE STENCILED, COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD TH£ TOP OF TH£ TRENCH. 16. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED LIN£ SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. TH£ SLEEVE SHALL EXTEND 10 FEET FROM EACH SID£, FROM THE CENTER LIN£ OF POTABLE LIN£, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED LIN£. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAIN TA/NED AT ALL TIMES. * 19. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY DEPARTMENT OF HEAL TH SERVICES PRIOR TO ANY USE OF RECLAIMED WATER. 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: A. QUICK-COUPLING VALVES SHALL BE 1 INCH NOMINAL SIZE NELSON /7645, WITH BRASS CONSTRUCTION AND A NORMAL WORKING PRESSURE OF 150 P.S.i. OR RAINBIRD #44 NP. B. IN ORDER TO PREVENT UNAUTHORIZED USE, THE VAL VE SHALL BE OPERA TED ONLY WITH A SPECIAL COUPLER KEY WITH AN ACME THREAD FOR OPENING AND CLOSING THE VALVE. C. TH£ COVER SHALL BE PERMANENTLY ATTACHED TO THE QUICK-COUPLING VALVES. IT SHALL BE PURPLE RUBBER OR VINYL. D. LOCKING COVERS ARE REQUIRED. 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WA T£R DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF HEAL TH SERVICES COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. * 22. DEVELOPER SHALL SHOW TH£ LOCATION OF R. C. SIGNS "DO NOT DRINK" ON THESE PLANS. * 23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGN A TED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN TH£ PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, AND TH£ SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF HEAL TH SERVICES AND CARLSBAD MUNICIPAL WA T£R DISTRICT. THE IRRIGATION MAINTENANCE SCHEDULE TASKS LISTED BELOW ARE INTENDED AS MINIMUM STANDARDS AND MORE FREQUENT ATTENTION MAY BE REQUIRED DEPENDING ON THE PARTICULAR SITE CONDITIONS. FREQUENCY QUARTERLY MONTHLY QUARTERLY QUARTERLY QUARTERLY WEEKLY MONTHLY MAINTENANCE TASK CONTROLLER CABINET -OPEN CABINET AND CLEAN OUT DEBRIS AND REPLACE BATTERY AS NECESSARY. CHECK WIRING AND REPAIR AS NEEDED AND CHECK CLOCK AND RESET IF NECESSARY. IRRIGATION SCHEDULE - ADJUST SCHEDULE FOR SEASONAL VARIATIONS AND OTHER CONDITIONS WHICH MAY AFFECT THE AMOUNT OF WATER NEEDED TO MAINTAIN PLANT HEAL TH. ADJUST AS NECESSARY. POC -VISUALLY INSPECT COMPONENTS FOR LEAKS, PRESSURE SETTINGS, SETTLEMENT OR OTHER DAMAGE AFFECTING THE OPERATION OF A COMPONENT. REPAIR AS NEEDED. REMOTE CONTROL VALVES, ISOLATION VALVES AND QUICK COUPLER VALVES -VISUALLY INSPECT FOR LEAKS, SETTLEMENT, WIRE CONNECTIONS AND PRESSURE SETTINGS. REPAIR OR ADJUST AS NEEDED. MAINLINE AND LATERALS - VISUALLY INSPECT FOR LEAKS OR SETTLEMENT OF TRENCHES. REPAIR AS NEEDED. SPRINKLERS -VISUALLY CHECK FOR ANY BROKEN, MISALIGNED OR CLOGGED HEADS, HEADS WITH INCORRECT ARC, INADEQUATE COVERAGE OR OVER-SPRAY AND LOW HEAD DRAINAGE. REPAIR AS NEEDED. FILTERS AND STRAINERS - VISUALLY CHECK FOR LEAKS, BROKEN FITTINGS. CLEAN AND FLUSH SCREENS. I I I I I I I I I I I I I I I I I I I I :::.::: I 0:1 O ■ s• LL I o• I l-1 L ■ -■ _JI I I I I I I I I I I I I I I I I I I ' Hydrozone Number 1 1 1 1 1 1 1 2 1 Station Number 1 2 4 6 7 8 9 10 33 Area (sq. IL) 2,020 1,155 970 805 730 670 965 128 Typical air release valve -install at system high point. • ••••••••• manual flu ssembly. " 1,: Q V, u, 0 b 0 ;:: /!:' Existing Station #4 valve. Replace existing valve with new drip zone valve and install new Valve #4 drip line system per these plans. Rewire new valve to existing controller using the existing control wires. Adjust the existing irrigation where the new and old systems meet. Ensure 100% coverage with no over-spray. ~~'if./f--.-...JTYPical number in hatch is the valve-zone assignment for the area. Percent of Area 20.0% 11.4% 9.6% 8.0% 7.2% 6.6% 9.6% 1.3% 26.3% __ ,Hatched Area -Typical sub-surface drip line irrigation. Existing Station #33 valve. Replace existing valve with new drip zone valve and install new Valve #33 drip line system per these plans. Rewire new valve to existing controller using the existing control wires. Use 1 1/2" Rain Bird drip zone valve kit for valve #33. Description/ Plant Factor Irrigation PlantType (WUCOLS) Typl'! New Planters Low Drip line New Planters Low Drip Line New Planters Low Drip Line NeW Planters Low Drip Une New Planters Low Drip Line New Planters Low Drip Line New Planters Low Drip Line Suppl~ental Tree Bubblers Med Bubbler New Planters Low Drip une Pnk Flow= zone Flow Precipitation Zone (GPM) Rate(in./hr.) Pressure 14 0.64 30 psi 8 0,64 30 psi 7 0,64 30 psi s 0.64 30 psi s 0.64 30 psi s 0.64 30 psi 7 0.64 30 psi 4 2.00 30 psi 18 0.64 30 psi 18 IN CASE OF EMERGENCY CONTACT ________ AT _______ _ Reference Evapotranspiration {ETo} 44.0 (CARLSBAD) MAWA = Eto X 0.62 X 1(0.45 X LA)+(0.55 X SIA)) OR AFTER HOURS CONTACT AT ______ _ 24. SHOW ALL PUBLIC & PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. * ITEMS NOS. 8, 19 & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER. ITEM NO. 22 THE SIGNAGE PLAN SHALL BE PART OF THIS I.P. BUT TH£ ACTUAL SIGNS & TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF R.C. WATER. r BLACK LOGO /PURPLE BACKROUND / 1" BLACK LETTERS 12" X 36" SIZE / 36" (N T.S.) WARNING RECLAIMED WATER DO NOT DRINK AVISO-AGUA IMPURA N TOMAR 1'' BLACK LETTERS 2" BLACK LETTERS .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS WARNING RECLAIMED WATER DO NOT DRINK AVISO-AGUA IMPURA NO TOMAR 18" X 18" SIZE Hydrozone Number HZ 1-New Planters Low HZ 2 -New Planters Med .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS Plant Far::tor (PF) 0.30 0.50 Irrigation lrrisatlon Landscape Method Efficiency (PF/IE) Area (sq. fl) (PF/IE) X Area {IE) REGULAR LANDSCAPE AREAS Drip Line 0.80 0.38 9,965 3,737 Drip Line 0.80 0.63 128 80 LANDSCAPE ARCHITECTURE TRIBUTARY LA, INC. 2725 Jefferson Street, Suite 14 Carlsbad, CA 92008 t 760.434.9300 Estimated Total Water Use (ETWU) 101,942 2,182 ProJed .... Scale -. f : • • • • • • • • • • • • • • • • • • • • • -HYDROZONE STATION# FLOW(GPM) APPROVi=D !=OR PLANTING AND IRRIGATION ONLY, INCLUDING PRi=CISi= LOCATION Oi= PLANTING ARi=AS VALVE SIZE EQUIPMENT LEGEND SYMBOL MANUFACTURER/MODEL NUMBER SIZE DETAIL s RAIN BIRD 100-PESBR SERIES ELECTRIC CONTROL VALVE WITH PUPLE HANDLE A, 11 EB RAIN BIRD XCZ-100-PRBR SERIES ELECTRIC DRIP ZONE CONTROL VALVE WITH 1" PESBR B, 11 VALVE AND 1" PRESSURE REGULATING BASKET STRAINER (200 MESH/ 40 PSI) NOT SHOWN UF DIRECT BURIAL CONTROL WIRE WITH WATERPROOF CONNECTIONS 14 GA UF C, 11 PURPLE SCH 40 PVC NON-PRESSURE LATERAL LINE -12" MINIMUM COVER PLAN SIZE D, 11 ------PURPLE SCH 40 PVC PIPE SLEEVING -EXTEND 6" PAST EDGE OF HARDSCAPE -18" MIN. COVER PLAN SIZE E, 11 ------ SPRINKLER LEGEND. TREE BUBBLERS SYMBOL MANUFACTURER-MODEL NUMBER NOZZLE RAD PSI FLOW-GPM so· I Q I T 1150•1 H 1210•1 TT I TO I F DETAIL TREE POP-UP STREAM BUBBLERS SPRINKLERS WITH PRESSURE REGULATION, CHECK VALVE, AND PURPLE CAP • RAIN BIRD 1806-SAM-PRS-NP HUNTER MSBN-25Q NIA 30 0.5 PER TREE (2 x 0.25 PER TREE) F, 11 NOTE: THE SINGLE SYMBOL ON THE PLANS REPRESENTS TWO (2) SUPPLEMENTAL TREE SPRINKLER FOR EACH TREE. DRIP LINE LEGEND SYMBOL MANUFACTURER/MODEL NUMBER EMITTER ROW EMITTER DETAIL SPACING SPACING FLOW(GPH) HATCHED AREAS RAIN BIRD XFSPS-06-12 DRIP LINE WITH PURPLE STRIPE 12"0.C. 18'' o.c. 0.60 GI H, 11 I!] RAIN BIRD ARV-050 AIR RELEASE VALVE -INSTALL AT SYSTEM HIGH POINT I, 11 [E] RAIN BIRD 1812-SAM-NP WITH 'GPH IRRIGATION' GDFN-R FLUSH VALVE/ OPERATION INDICATOR ASSEMBLY J, 11 [I] RAIN BIRD OPERIND-P OPERATION INDICATOR ASSEMBLY WITH PURPLE CAP K, 11 • ·~ NOTE: SET FIRST ROW OF TUBING ABOUT 6" INSIDE HARDSCAPE EDGE. BURY TUBING EVENLY 2"-3" DEEP. STAPLE DOWN BEFORE BACKFILL. Q-2 LATERAL PIPE SIZING 3/4" PIPE 1" PIPE 11/4" PIPE 11/2" PIPE 2" PIPE 2 1/2" PIPE 3" PIPE 4" PIPE LATERAL PIPING TO BE SCH 40 PVC. SCH 40 PVC SLEEVING CHART 1 1/4" SLEEVE 1-8 WIRES 112" PIPE l..J.. 01 0 I-. 1 1/2" SLEEVE 9-16WIRES 3/4" PIPE 2" SLEEVE 17-26WIRES 1"PIPE 2 1/2" SLEEVE 27-38 WIRES 1114" PIPE 3" SLEEVE 39-54 WIRES 1 1/2" PIPE Know what's below. Call before you dig. 4" SLEEVE 55-100 WIRES 2"PIPE 6" SLEEVE 100+ WIRES 3" PIPE PIPE SLEEVING TO BE A MINIMUM OF 2X THE LINE SIZE. NO 112' PIPING ALLOWED. WIRE SLEEVING TO BE A MINIMUM OF 2X THE BUNDLE SIZE. IRRIGATION COMPONENTS FOR RECYCLED WATER USE ALL RECYCLED WATER IRRIGATION COMPONENTS (PIPE, SLEEVES, DRIP LINES, VALVE BOXES, ETC.) THAT ARE MANUFACTURED WITH A PURPLE COLOR OPTION SHALL BE PURPLE COLOR OR OTHERWISE INCLUDE PURPLE INDICATING TAGS. LABELS, CAPS, ETC. SO ALL EQUIPMENT CAN BE EASILY IDENTIFIED AS RECYCLED 1WATER COMPONENTS. POINT OF CONNECTION THERE IS NO POINT OF CONNECTION WORK AS PART OF THIS PROJECT. ALL THE EXISTING POC AND RELATED EQUIPMENT TD BE PROTECTED AND REMAIN OPERATIONAL. CONTROLLER THERE IS NO CONTROLLER WORK AS PART OF THIS PROJECT. ALL THE EXISTING CONTROLLER AND RELATED EQUIPMENT TO BE PROTECTED AND REMAIN OPERATIONAL. SLEEVING MAINLINE AND VALVES MAY BE SHOWN OUTSIDE OF PLANTED AREAS FOR CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT IN ADJACENT PLANTED AREAS EXCEPT WHERE SLEEVING IS SHOWN ON THE PLANS. ALL PIPES AND WIRES THAT MUST RUN UNDER HARDSCAPE TO BE SLEEVED IN PVC SLEEVES ACCORDING TO THE LEGEND AND SLEEVING CHART, OR Af3 NOTED ON THE PLANS. TREE BUBBLERS TREE BUBBLERS TO BE PROVIDED TO ALL NEW TREES (2 EACH) AND/ OR AS NOTED ON THE PLANS. ADJUST FINAL LOCATION OF TREE BUBBLER$ TO MATCH FINAL TREE PLANTING IN THE FIELD. RELOCATE, ADD, AND I OR REMOVE BUBBLERS AS NECESSARY. DARWIN KEYMAP 111111111 SEE SHEETS LD-2, LC-2, L~2. L TP-2, LSP-2 SEE SHEETS LD-1, LC-1, Ll-1, LTP-1, LSP-1 DRIP LINE SYSTEMS SHRUB AREAS AS SHOWN SHALL BE IRRIGATED WITH DRIP LINE IRRIGATION. INSTALL ALL DRIP LINE SYSTEMS PER THE MANUFACTURER'S DIRECTIONS AND RECOMMENDATIONS. CONTRACTORS NOT FAMILIAR WITH DRIP LINE SYSTEM INSTALLATION SHALL CONTACT THE MANUFACTURER'S REPRESENTATIVE PRIOR TO START OF WORK FOR ON-SITE PRODUCT AND INSTALLATION TRAINING. EXSTING CONDITIONS THE IRRIGATION CONTRACTOR SHALL MAKE A DETAILED SITE INSPECTION WITH THE OWNERS REPRESENTATIVE AND THE IRRIGATION MAINTENANCE CONTRACTOR PRIOR TO ST ART OF WORK TO DETERMINE EXISTING SITE CONDITIONS AND MAJOR EQUIPMENT LOCATIONS. UNKNOWN CONDITIONS ARE LIKELY TO BE DISCOVERED ONCE CONSTRUCTION BEGINS. THE IRRIGATION CONTRACTOR SHALL TAKE THIS UNDER CONSIDERATION ANO MAKE ADJUSTMENTS IN THE FIELD WHILE FOLLOWING THE BASIC DESIGN INTENT OF THESE PLANS. RECYCLED WATER USE THE IRRIGATION CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF THE CITY OF CARLSBAD WATER DEPARTMENT FOR RECYCLED WATER US. CMWONOTES: THE LANDSCAPE CONTRACTOR MUST REACH OUT TO THE CMWD CROSS-CONNECTION DEPARTMENT PRIOR TO ANY WORK ANO CONFIRM THE INSPECTION PROCEDURES BEFORE STATING ANY WORK (442-339-2722). EXISTING SITE HAS BEEN RETROFITTED FOR RECYCLED WATER USE. ANY WHITE PIPES THAT ARE DISTURBED OR BROKEN SHALL BE REPLACED WITH PURPLE PIPE. ADDITIONALLY, THE ENTIRE SITE WILL UNDERGO AN INSPECTION TO ENSURE COMPLIANCE WITH SIGNAGE AND PROPER IDENTIFICATION AS A RECYCLED WATER USE SITE, INCLUDING THE INSTALLATION OF NECESSARY SIGNS, STICKERS, AND CAPS. BEFORE CMWD WILL SIGN OFF ON THE THE SITE, THESE REQUIREMENTS MUST BE MET. CITY NOTES: NEW IRRIGATION MAINLINE AND VALVES TO BE HIGH-LINED AND CONNECTED TOA POTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF CROSS CONNECTION TESTS AS PERFORMED BY CMWD AND OEHQ. FINAL CONNECTIONS TO THE EXISTING IRRIGATION RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEHQ. ALL EXISTING PLANTING AND IRRIGATION DESIGNATED TO REMAIN ON SITE SHALL BE PROTECTED IN PLACE. ANY EXISTING PLANTING OR IRRIGATION DAMAGED DURING THE COURSE OF THE PROJECT SHALL BE REPLACED IN KIND TO THE SATISFACTION OF THE CITY AND PER LANDSCAPE MANUAL REQUIREMENTS. Ll-2 "AS BUil T" TITLE EXP. DATE SEE SHEETS Ll-3 FOR IRRIGATION DETAILS SEE SHEET Ll-4 FOR IRRIGATION SPECIFICATIONS REVIEWED BY: 23.073 l' • 10' 0 5 10 20 INSPECTOR DATE l-----+--+----------+---+--+----+---I I SH9EET 11 CITY OF CARLSBAD :::==:::::.=· =====PL:::A:::N:::N:::IN::G::::D::1:::Vl::::Sl::0:::::N=======: 1----+----l--------------j----J---t----t----l LANDSCAPe IMPROVfMi:NT PLANS l'OR, DARWIN COURT 5935 Darwin Court, Carlsbad, CA 92008 LANDSCAPe IRRIGATION PLANS f---+---+-----------+----+--+----+----11 APPROVED:A 11 q. , ... t----+--+-------------t----+--+----t---1 :::P:::;LA::::N:::Nl::::NG::===::::;-;::::::;::::::~;:::::::::::::====:;-;::::===::::::: DWN BY: DA TE INITIAL DA TE INITIAL DESIGNER Of WORK REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL CHKD BY; __ _ CITY APPROVAL RVWD BY: PROJECT NO. LPC-2024-00 l 4 DeV2024-0073 DRAWING NO. 548-8L II I '------------------------- 0 0 IN COURT -------------------------------------' - - - -j -------- :::,,:: O'. 0 HYDROZONE #1 -9,965 SQ. FT. s LOW WATER USE PLANTS LL SUB-SURFACE DRIP LINE IRRIGATION 0 I-- NO HYDROZONE #2-128 SQ. FT. ~ MED WATER USE TREES _J SYMBOL STREAM BUBBLER IRRIGATION EXISTING NON-DISTURBED PLANTING EXISTING SPRINKLER IRRIGATION NOT INCLUDED IN MWELO CALCS EXISTING CRC COMMON AREA PLANTING EXISTING SPRINKLER IRRIGATION NOT INCLUDED IN MWELO CALCS =---=---=------=--- ---- --------- - ------= ---- -- LANDSCAPE ARCI-IITECTURE TRIBUTARY LA, INC. 2725 Jellerson Street, Suite 14 Carlsbad, CA 92008 t 760.434.9300 Project. Scale 23.013 '"; " ' - .,,, . ' ' 'o f 1 1 1 f --.; --...J 0 8 16 32 APPROVED !=OR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION Oi= PLANTING AREAS Ll-3 "AS BUil T" TITLE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD 1----+-----l-----------+--+--+---+---llS~EOETII ::==~·====:::::P:::L:::::AN::::N:::::1N:::::G:::D::::1::::::Vl::Sl::::ON::::====~ LANDSCAPE IMPROVEMENT PLANS eOR, DARWIN COURT 5935 Darwin Court, Carlsbad, CA 92008 LANDSCAPE IRRIGATION HYDROZONE PLAN i--------t--+----------+---+--+-----+---11 APPROVED: -~ ,H(,j ,_. l-----+---+-----------l---1-----l------1-----1 ~_PL:;:A;:::NN~IN:=G===:;-;:::========::;;=::==~ f--,,~-+-~-+-----------l---1-----l------1-----1 OWN BY: __ _ DRAWING NO. 548-8L DATE INITIAL 1---DA_TE---"LIN_:_ITI_A.:c.L +-D_ATE_.J.......CINI_TIA_L-1 CHKD BY: __ DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. LPC-2024-0014 DcV2024-0073 II I -· -ts- II . I II -l _11m1umu I' -1 7_:j I 1-:1 I I-.l 1.~111" 111 111: 3'' 2 11 111 11 +--• I lnil !nil I ITTii • 111 -111:= 3 11 111 11 $ '~ffiLJTTlll1TTiJ 111 111= ••11=111=1 - ' 1111=1 I111I 1:IIIJ 4 111 111' o--;,,c:50 ~ LI . ,-w 111 ~ Ill II[,_~ ." ) _111_ "' ·~ Cf , x-111 1 111: 111=1IX" D ·; I 11' 1 ~ 11 11 6 , 111" ~ ' '' 11111114'. '' C R ~a I ~TT: 7 -__, •::....1 i:C(R "' p. H ~ 1 h ' ; 8 ', i I 111 'I ·~ IS. JS--! ~ .f. 9 I :1 I I :1 111::: I ·~ "' .f. -.f. f " • ' ~111..,11 1=, j 10 ~ :,,.; .f. p. ,. _)' • ~-_111=1 11 1 i 11 ' -':£j t _, IS. K .f. p. p. 111 I ,~ 11 111 . I =I I l=I I l=I I 1=111-111=111=111=111=1 I l=I I I =111cc-1I1-111=1 I 1=1 i 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 +-----12'' ------+ SECTION/ ELEVATION 1. FINISH GRADE 2. 6" ROUND PURPLE PLASTIC VAf.VE BOX WITH PURPLE SNAP-ON LID (NOS PRO-SPEC SERIES OR APPROVED EQUAL) HEAT BRAND 'AR' ON LID INT HIGH BLOCK LETTERS 3. AIR RELEASE VALVE (RAIN BIRD ARV-050 OR APPROVED EQUAL) 4. 1/2' SCH 40 PVC THREADED COUPLER 5. NATIVE SOIL 6. COMMON BRICK SUPPORTS (2 REQUIRED) 7. 1/2' SCH 80 PVC NIPPLE (LENGTH AS REQUIRED) 8. LATERAL LINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 9. SCH 40 PVC TEE SxSxT WITH 1/2' THREADED OUTLET 10. FILL BASE WITH 1 CUBIC FOOT OF PEA GRAVEL 1' IN MULCH AREAS, 2' IN SHRUB AREAS • • + + + + + + + + + + + + + + + + + + + + ~ + + + + + + + + + + + + + l 2' SECTION/ ELEVATION 1. 'GPH IRRIGATION' GDFN-R PURPLE FLUSH VALVE/ INDICATOR 2. MULCH LAYER PER PLANTING PLAN 3. FINISH GRADE 4. NATIVE SOIL/ BACKFILL PER SPECIFICATIONS 5. RAIN BIRD 1812-SAM-NP HI-POP SPRAY HEAD BODY WITH PURPLE CAP 6. FLUSH HEADER PIPING PER LEGEND 7. 1/2' MARLEX STREET ELL 8. FLUSH HEADER FITTING WITH 1/T FEMALE THREADED OUTLET· ADAPT AS NECESSARY 9. 112"x12' MIN. SCH 80 PVC THREADED NIPPLE 10. 112" SCH 40 PVC STREET ELL TxT 2' -3" 3 NOTE: AIR RELEASE VAL VE ~------<8 NOTES: USE TEFLON TAPE ON Af.L PVC TO PVC CONNECTIONS; NO PIPE DOPE ALLOWED. ADAPT TO DRIP SYSTEM AS REQUIRED (POLY OR PVC). ONLY USE BOTTOM INLET OF SPRINKLER HEAD. IF POSSIBLE, LOCATE FLUSH / INDICATOR ASSEMBLY IN AREA WITH EASY ACCESS FOR MAINTENANCE. Al R RELEASE VAL VE 0 FINISH GRADE lo\ OPERATION INDICATOR \.:) RAIN BIRD MODEL: OPERIND-P t,\ SUB-SURFACE DRIP LINE: \::_.) RAIN BIRD XF SERIES DRIP LINE POTABLE: XFS DRIP LINE NON-POTABLE: XFSPS DRIP LINE 1. INSERT BARB TRANSFER FITTING DIRECTLY INTO DRIP LINE TUBING. 2. CAP TO BE PURPLE FOR RECYCLED WATER USE. J OPERATION INDICATOR K • , • • --111= ~ -11 0 111 _, LU I 1111 ~ <l) LU 0 f-_, 0 UJ 11 <l) z UJ UJ 111 f-LU 0 U) -z UJ LU U) I I : I MINIMUM PIPE COVERAGE: PRESSURE MAINLINES: LESS THAN 3' IN DIAMETER -1 B' COVER 3"-51/2' IN DIAMETER -24' COVER 6" OR GREATER IN DIAMETER· 36' COVER NON-PRESSURE LATERAf. LINES-1T COVER SLEEVES UNDER ROADS (SCH 80 PVC): 6" OR LESS IN DIAMETER -36' COVER GREATER THAN 6" IN DIAMETER -48" COVER SLEEVES UNDER PAVING/ NON-ROADS (SCH 40 PVC) LESS THAN 3' IN DIAMETER -18' COVER 3' -51/2' IN DIAMETER· 24' COVER 6" OR GREATER IN DIAMETER -36' COVER • • - SECTION/ ELEVATION 6' 6" 1. HARDSCAPING AND AGGREGATE (TYPICAL) 2. CLEAN SAND BACKFILL -Cc».1PACT TO MATCH DENSITY OF NATIVE SOIL 3. LATERAL LINE IN SCH 40 PVC SLEEVE 4. PRESSURE MAINLINE IN SCH 80 PVC SLEEVE 5. CONTROL WIRES IN SCH 40 PVC SLEEVE 6. UNDISTURBED NATIVE SOIL 7. PROVIDE TWO LAYERS OF WARNING TAPE RUNNING CONTINUOUSLY Af.ONG THE ENTIRE MAINLINE ROUTE-ONE LOCATED IMMEDIATELY ON TOP OF THE MAINLINE AND ONE 12" ABOVE THE TOP OF THE MAINLINE NOTES: SIZE Af.L SLEEVES PER THE IRRIGATION PLANS. EXTEND SLEEVES 6' MINIMUM BEYOND EDGE OF HARDSCAPE (AT EACH END) INTO THE PLANTING AREAS. CONTROL WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENTS SHAf.L BE INSTAf.LED IN SEPAIRATE PVC SLEEVES SLEEVING 2'-3" 5 © ELEVATION 1. FINISH GRADE OF MULCH LAYER 2. MULCH TOP DRESSING PER PLANTING PLAN 3. POLY TUBING PER IRRIGATION LEGEND 4. FINISH GRADE 5. STEEL TUBING-SOIL STAPLE (RAIN BIRD OR APPROVED EQUAf.) 6. NATIVE SOIL 7. DEPTH OF MULCH PER PLANTING PLAN OR SPECIFICATIONS NOTES: LOCATE STAPLES Af.ONG TUBING AT ABOUT 5' O.C. AND AT Af.L FITTINGS (TEES, ELLS, ETC.) AND CHANGES IN DIRECTION OF TUBING. BURY TUBING PER THE IRRIGATION PLAN I NOTES. DRIP LINE SYSTEM PLAN VIEW G rr.----------ill I I I I I I I I I I I I l~t=t=t=~~~~=J LAYOUT OUT EMITTrns IN TRIANGULAR PATTERN ~------110 TUBING INSTALLATION l. MANUAL RUSH VALVE PLUMBED TO RUSH MANIFOLD AT LOW POINTS 2. PVC EXHAUST HEADrn Pm IRRIGATION LEGEND 3. PVC RUSH /v\ANleOLD TO TUBING CONNECTION -MALE ADAPTER 4. PVC LATERAL LINE FROM DRIP ZONE VALVE PER IRRIGATION LEGEND 5. PVC SUPPLY HEADER PER IRRIGATION LEGEND 6. PVC SUPPLY HEADrn TO TUBING CONNECTION -TYPICAL 7. DRIP LINE TUBING PER IRRIGATION LEGEND 8. PERIMETrn LATrnALS APPROXIMATELY 6" rnOM PLANTrn EDGE 9. AREA PERIMETER 10. OPERATION INDICATOR NOTES, THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH RECOMMENDED BY H-IE MANUFACTURER. RE Fm TO THE MANUFACTURER'S GUIDELINES AND INSTALLATION DETAILS FOR THE INSTALLATION OF ALL DRIP LINE SYSTEMS. QUANTITY AND LOCATION OF ALL FLUSH VALVES AND AIR RELEASE VALVES SHALL MEET THE MANUFACTURER'S GUIDELINES. DRIP LINE SYSTEM TYPICAL LAYOUT E G 1. LOW VOLTAGE WIRES-3 MAXIMUM 2. WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE 3. CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE 4. POLY TUBE PRE-FILLED WITH WA TERP ROOF GEL 5. LOCK TABS PREVENT WIRE REMOVAf. ONCE CONNECTOR IS INSERTED 6. SCOTCHLOK ELECTRICAL SPRING CONNECTOR - WIRES SHALL BE PRE-STRIPPED OF 112' OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTOR-TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY INSERT SCOTCHLOK CONNECTOR AND WIRES INTO TUBE UNTIL THE CONNECTOR PASSES THE LOCK TABS . NOTES: WIRE CONNECTOR SHALL BE A 3M OBY DIRECT BURY SPLICE KIT. APPROVED !=OR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION Oi= PLANTING AREAS ~---1 6 KIT SHALL INCLUDE A SCOTCHLOK SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SWING GEL TUBE SHALL BE SUPPLIED PRE-FILLED WITH GEL. 1. REMOTE CONTROL VALVE PER IRRIGATION LEGEND 7. SCH 40 PVC 45 DEGREE ELL (BUSH UP 13. SCH 40 PVC ELL (VALVE SIZE) SECTION/ ELEVATION MINIMUM PIPE COVERAGE: PRESSURE MAINLINES: LESS THAN 3" IN DIAMETER· 18' COVER 3"-5112" IN DIAMETER-24' COVER 6' OR GREATER IN DIAMETER -36" COVER NON-PRESSURE LATERAL LINES -12' COVER SLEEVES UNDER ROADS (SCH 80 PVC): 6" OR LESS IN DIAMETER -36" COVER GREATER THAN 6" IN DIAMETER -48' COVER SLEEVES UNDER PAVING/ NON-ROADS (SCH 40 PVC) LESS THAN 3' IN DIAMETER -18' COVER 3" -5 1/2' IN DIAMETER • 24' COVER 6' OR GREATER IN DIAMETER-36' COVER CONTROL WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENTS SHAf.L BE INSTALLED IN SEPARATE PVC SLEEVES 12" DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICAf.L Y CONNECT 2-3 #14 OR 2 #12 PRE-STRIPPED COPPER WIRES. LARGER OR GREATER QUANTITIES OF WIRES SHAf.L REQUIRE A LARGER APPROVED WIRE CONNECTOR. 2. SCH 40 PVC MALE ADAPTER (2 REQUIRED) VALVE SIZE 3. PURPLE RECTANGULAR PLASTIC VALVE BOX WITH PURPLE LOCKING LID (NOS PRO-SPEC SERIES OR APPROVED EQUAf.) HEAT BRAND STATION NUMBER ON LID IN 2' HIGH BLOCK LETTERS 4. FINISH GRADE 5. PVC LATERAL LINE PER IRRIGATION LEGEND (VAf.VE SIZE) 6. SCH 40 PVC 45 DEGREE ELL 8. 9. 10. 11. 12. TO LATERAL LINE PLAN SIZE) RECTANGULAR PLASTIC VALVE BOX EXTENSION AS REQUIRED COMMON BRICK SUPPORTS (4 REQUIRED) WATER PROOF WIRE CONNECTORS (2 REQUIRED) #14 UF WIRES TO CONTROLLER (COLOR CODED) 1.D. TAG WITH STATION NUMBER PRINTED ON IT (CHRISTY'S #1D-STD-Y1) 14. MAINLINE PIPING PER IRRIGATION LEGEND (VALVE SIZE) 15. SCH 40 PVC TEE (OUTLET TO BE VALVE SIZE) 16. MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 17. FILL BASE OF BOX WITH PEA GRAVEL 18. NATIVE SOIL 19. SCH 80 PVC THREADED NIPPLE (3') 20. BAf.L VALVE PER IRRIGATION LEGEND (SAME SIZE AS RCV) • 1/T IN TURF AREAS, 2' IN SHRUB AREAS WATERPROOF WIRE CONNECTOR C ELECTRIC CONTROL VALVE A SECTION/ ELEVATION 1. FINISH GRADE 2. CLEAN BACKFILL WITH ALL ROCKS 1" OR LARGER REMOVED -90% COMPACTION REQUIRED -SEE SPECS 3. NON-PRESSURE LATERAf. LINE PER LEGEND (SNAKE IN TRENCH) 4. PRESSURE MAINLINE PER LEGEND (SNAKE IN TRENCH) 5. CONTROL WIRES -INSTALL BELOW PRESSURE MAINLINE 6. UNDISTURBED NATIVE SOIL 7. PROVIDE TWO LAYERS OF WARNING TAPE RUNNING CONTINUOUSLY ALONG THE ENTIRE MAINLINE ROUTE • ONE LOCATED IMMEDIATELY ON TOP OF THE MAINLINE AND ONE 12' ABOVE THE TOP OF THE MAINLINE NOTES: BUNDLE AND TAPE WIRES AT 10' O.C. PIGTAIL AND LOOP WIRES AT Af.L CHANGES IN DIRECTION. SPLICING OF WIRE RUNS IS NOT PERMITTED WITHOUT PRIOR APPROVAL FROM OWNER AND LANDSCAPE ARCHITECT. RUN CONTROL WIRES IN SAME TRENCH AS MAINLINE WHERE POSSIBLE. INSTALL 1Tx12'x12' CONCRETE THRUST BLOCKS AT Af.L CHANGES IN DIRECTION OF PRESSURE MAINLINE (45'5, 90'5, TEES, ETC.) AND AT ALL TERMINAf. POINTS. TRENCHING D 1. FINISH GRADE OF MULCH LAYER 2. MULCH TOP DRESSING PER PLANTING PLAN 3. FINISH GRADE 4. NATIVE SOIL/ BACKFILL PER SPECIFICATIONS 5. 6' POP-UP HEAD & BUBBLER NOZZLE PER LEGEND -WITH PURPLE CAP 1. 2. 3. 4. 5. 6. SECTION/ ELEVATION REMOTE CONTROL VALVE 7. NATIVE SOIL 15. SCH 40 PVC MAINLINE FITTING WITH PURPLE RECTANGULAR JUMBO 8. SCH40PVCFEMAf.EADAPTER 1' OUTLET PLASTIC VAf.VE BOX WITH PURPLE 9. PVC PIPING TO SYSTEM (CONNECT 16. 1' SCH 40 PVC MAINLINE PIPING LOCKING LID (NOS PRO-SPEC AND ADAPT AS NECESSARY) (LENGTH AS REQUIRED) SERIES OR APPROVED EQUAL) HEA 10. RECTANGULAR PLASTIC VAf.VE BOX 17. 1' SCH 40 PVC ELL BRAND STATION NUMBER AND "DZ" EXTENSION AS REQUIRED 18. SCH 40 PVC MALE ADAPTER ON LID INT HIGH BLOCK LETTERS 11, PRESSURE REGULATING FILTER 19. #14 UF WIRES TO CONTROLLER I.D. TAG WITH STATION NUMBER 12. FILL BASE OF BOX WITH PEA (COLOR CODED) PRINTED ON IT (CHRISTY'S GRAVEL 20. WATERPROOF WIRE CONNECTOR (2 #ID-STD-Y1) 13. COMMON BRICK SUPPORTS (4 REQUIRED) SCH 40 PVC BALL VALVE REQUIRED) • 112" IN TURF AREAS, 2' IN SHRUB SCH 80 PVC CLOSE NIPPLE 14. MAINLINE PIPING PER IRRIGATION AREAS FINISH GRADE LEGEND (PLAN SIZE) DRIP ZONE ELECTRIC CONTROL VALVE B 6. 112' MARLEX STREET ELL 7. 1/2' SCH 40 PVC STREET ELL TxT 8. 1/T x 1 T MIN. SCH 80 PVC THREADED NIPPLE Ll-4 9. 1/T MARLEX STREET ELL 10. SCH 40 PVC LATERAL LINE FITTING WITH 112' FEMALE THREADED OUTLET 11. LATERAL LINE PIPING PER LEGEND 12. DEPTH OF MULCH PER PLANTING PLAN OR SPECIFICATIONS 13. TREE STAKE PER PLANTING PLAN 14. TRUNK OF TREE 15. ROOT BAf.L PLAN VIEW NOTES: LOCATE TREE BUBBLERS ON OPPOSITE SIDES OF THE PLANT ADJACENT TO THE ROOTBALL. LOCATE BUBBLERS AND ROUTE PIPING TO AVOID TREE STAKES AND DAMAGE TO ROOTBAf.L. USE TEFLON TAPE ON Af.L PVC TO PVC CONNECTIONS; NO PIPE DOPE ALLOWED. "AS BU I LT" TITLE EXP. DATE REVIEWED BY: SECTION/ ELEVATION TREE BUBBLER HEAD F INSPECTOR DATE LANDSCAPE. ARCI-IITE.CTURE. TRIBUTARY LA, INC. 27 25 Jefferson Street, Suite 14 Carlsbad, CA 92008 f----+--+----------+---+--+----+----II SHlElET II CITY OF CARLSBAD ::::::=::::::..::· ======PL:::A:::::N::::N:::::IN:::G=D::::1:::::Vl::::Sl:::O::::N======='. LANDSCAPE IMPROVEMENT PLANS FOR, DARWIN COURT 5935 Darwin Court, Carlsbad, CA 92008 LANDSCAPE IRRIGATION DETAILS APPROVED: ,,1t,, .... 1-----+--t------------+-----+--+---+-----1 ::;;P;;LA~N=;NIN~G~==::;,:=~~~~~=:::;;::=::=;=.::;::~~ P,oject .......................................... 23.073 l--0-A-TE--l--1N-1Tl_A_L--1------------1--0-ATE-+-IN-1Tl_A_L +-0-A-TE--l-1N-ITI_A_L--l D BY: ---PROJECT NO. DRAWING NO. SON DES CHKD BY: ---LPC-2024-0074 548-BL t 760.434.9300 Scole.............................................. DESIGNER OF WORK REV! I CRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: DEV2024-0073 H1------------'----------'------!.-------....._ __ _,__ __ ....._ ___________ ____, IRRIGATION SPECIFICATIONS (AS APPLICABLE) : 1. SCOPE OF WORK 1.1. 1.2. 1.3. THE WORK CONSISTS OF FURNISHING LABOR, TOOLS, MACHINERY, MATERIALS, AND PROCEDURE REQUIRED TO COMPLETE THE SPRINKLER SYSTEM, INSTALILED READY FOR USE WITHOUT FURTHER COST IN LABOR OR MA TE RIALS TO THE CITY /OWNER. WHEN NOT OTHERWISE SPECIFIED, WORKMANSHIP AND MATERIAL SHALL CONFORM TO THE LOCAL PLUMBING CODE THE CONTRACTOR SHALL APPLY FOR ALL NECESSARY PERMITS AND PAY FOR SAME. 1.4. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO THIS WORK. 1.5. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO INDICATE AND SPECIFY A COMPLETE SPRINKLER SYSTEM, INSTALLED AND READY FOR USE WITHOUT FURTHER COST IN LABOR OR MATERIALS TO CITY/OWNER. 1.6. ANY ITEM SHOWN OR WRITTEN ON THE DRAWINGS OR IN THESE SPECIFICATIONS SHALL BE CONSIDERED TO APPEAR ON BOTH. 1.7. IN THE EVENT OF 'CONFLICT' BETWEEN THE DRAWINGS AND SPECIFICATIONS, THE LANDSCAPE ARCHITECT SHALL BE CONSULTED. 1.8. PRIOR TO SUBMISSION OF HIS BID, THE CONTRACTOR SHALL EXAMINE THE SITE, THE COMPLETE DRAWINGS OF THE PROJECT AND THE SPECIFICATIONS OF SAME, IN ADDITION TO THE DRAWINGS AND SPECIFICATIONS FOR THE SPRINKLER IRRIGATION PORTION OF THE WORK. 2. REFERENCE SPECIFICATIONS AND STANDARDS 2.1. THE INTENT OF THE DRAWING AND SPECIFICATIONS IS TO GRAPHICALLY INDICATE AND SPECIFY A COMPLETE AND EFFICIENT SPRINKLER IRRIGATION SYSTEM. 2.2. PLOT DIMENSIONS ARE APPROXIMATE. CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND SHALL REPORT ANY VARIATIONS TO THE LANDSCAPE ARCHITECT. 2.3. DUE TO THE SCALE OFTHE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, ETC. WHICH MAY BE REQUIRED. CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL HIS WORK, AND Pl.AN HIS WORK ACCORDINGLY. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN THE MOST DIRECT AND WORKMANLIKE MANNER, SO THAT CONFLICTS BETWEEN SPRINKLER SYSTEMS, PLANTING AND ARCHITECTURAL FEATURES WILL BE AVOIDED. 2.4. LANDSCAPE ARCHITECT/OWNER'S REPRESENTATIVE SHALL DECIDE ALL QUESTIONS RELATIVE TO THE QUALITY OF WORKMANSHIP AND MATERIALS FURNISHED. 2.5. THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RELATING TO THE 'INTERPRETATION' OF THE DRAWINGS AND SPECIFICATIONS AND THE ACCEPTABLE FULFILLMENT OF THE CONTRACT. 3. SUBSTITUTIONS 3.1. THE CONTRACTOR SHALL FURNISH THE ARTICLES, EQUIPMENT OR MATERIALS SPECIFIED BY NAME IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. 3.2. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT MAY BE REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE SUCH MA TE RIALS FROM THE SITE AT THIS OWN EXPENSE. 3.3. APPROVAL OF ANY ITEM, ALTERNATE OR SUBSTITUTE, INDICATES ONLY THAT THE PRODUCT(S) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION SUBMITTED. 3.4. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE. 3.5. THE LANDSCAPE ARCHITECT CAN, AT HIS OPTION, REQUIRE A MANUFACTURER'S WARRANTY ON ANY PRODUCT OFFERED FOR USE. 4. IRRIGATION GUARANTEE 4.1. THE ENTIRE SPRINKLER SYSTEM SHALL BE UNCONDITIONALLY GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACK-FILLED AREAS BELOW GRADE FOR A PERIOD OF ONE (1) YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF WORK. 4.2. IF, WITHIN ONE (1) YEAR FROM THE DATE OF FILING OF THE NOTICE OF COMPLETION, SETTLEMENT OCCURS AND ADJUSTMENTS IN PIPES, VALVES AND SPRINKLER HEADS, SOD OR PAVING IS NECESSARY TO BRING THE SYSTEM, SOD OR PAVING TO THE PROPER LEVEL OF THE PERMANENT GRADES, THE CONTRACTOR, AS PART OF THE WORK UNDER HIS CONTRACT, SHALL MAKE ALL ADJUSTMENTS WITHOUT COST TO THE CITY/OWNER, INCLUDING THE COMPLETE RESTORATION OF ALL DAMAGED PLANTING, PAVING, OR OTHER IMPROVEMENTS OF ANY KIND. 4.3. SHOULD ANY OPERATIONAL DIFFICULTIES DEVELOP IN CONNECTION WITH THE SPRINKLER SYSTEM WITHIN THE SPECIFIED GUARANTEE PERIOD WHICH, IN THE OPINION OFTHE CITY/OWNER, MAY BE DUE TO INFERIOR MATERIAL AND/OR WORKMANSHIP, SAID DIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE CITY/OWNER AT NO ADDITIONAL COST TO THE CITY/OWNER, INCLUDING ANY AND ALL OTHER DAMAGE CAUSED BY SUCH DEFECTS. 6. RESPONSIBILITY 5.1. THE CONTRACTOR SHALL LOCATE LINES, VALVES, AND OTHER UNDERGROUND UTILITIES, ETC., PRIOR TO EXCAVATING TRENCHES. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. 6. RECORD DRAWINGS 6.1. LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY, AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY OR AS DIRECTED TO MEET EXISTING CONDITIONS AND TO FOLLOW THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IN OBTAINING COMPLETE WATER COVERAGE. IT IS, THEREFORE, THE CONTRACTOR'S RESPONSIBILITY TO RECORD ANY CHANGES AS TO LOCATION OF EQUIPMENT ON 'AS-BUILT' DRAWINGS. 6.2. PROCEDURE FOR 'AS-BUILT' PREPARATION SHALL BE: 6.2.1. OBTAIN FROM THE LANDSCAPE ARCHITECT ONE (1) SET OF REPRODUCIBLE DRAWINGS. RECORD A CC URA TEL Y ON THIS SET ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS. 6.2.2. 6.2.3. 6.2.4. 6.2.5. DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS, PAVEMENT) POST INFORMATION ON 'AS-BUILT' DRAWINGS, DAY-TO-DAY, AS THE PROJECT IS INSTALLED. ALL DIMENSIONS NOTED ON DRAWINGS SHALL BE ONE.QUARTER (1/4) INCH IN SIZE. SHOW DIMENSIONAL LOCATIONS AND DEPTHS OF THE FOLLOWING: All POINT OF CONNECTION/ CONTROL EQUIPMENT ROUTING OF SPRINKLER PRESSURE LINES (DIMENSION MAXIMUM OF ONE-HUNDRED (100) FEET ALONG ROUTING AND ALL DIRECTIONAL CHANGES) BALL VALVES/ GATE VALVES SPRINKLER CONTROL VALVES (BURIED ONLY) QUICK COUPLING VALVES ROUTING OF CONTROL VALVE WIRING OTHER RELATED EQUIPMENT (AS MAY BE DIRECTED BY THE LANDSCAPE ARCHITECT) MAINTAIN 'AS-BUil T' DRAWINGS ON SITE AT ALL TIMES. MAKE ALL CHANGES TO REPRODUCIBLE DRAWINGS IN INK (NO BALL-POINT PEN). USE ERADICATING FLUID WHEN REDOING DRAWINGS. MAKE CHANGES IN A MANNER EQUAL TO THE ORIGINAL DRAWING. 7. CONTROLLER CHARTS 7.1. 'AS-BUILT' DRAWINGS SHALL BE APPROVED BY LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE CHARTS ARE PREPARED. 7.2. PROVIDE ONE CONTROLLER CHART OF THE MAXIMUM SIZE CONTROLLER DOOR WILL ALLOW, FOR EACH CONTROLLER SUPPLIED, SHOWING THE AREA COVERED BY AUTOMATIC CONTROLLER. 7.3. THE CHART SHALL BE A REDUCTION OF THE ACTUAL 'As-BUILT' SYSTEM DRAWING. IFTHE CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN THE DRAWINGS IS REDUCED, ENLARGE IT TO A SIZE THAT Will BE READABLE WHEN REDUCED. 7.4. CHART SHALL BE BLACK-LINE PRINT AND A DIFFERENT PASTEL COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION. 7.5. WHEN COMPLETED AND APPROVED, HERMETICALLY SEAL THE CHART BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM TWIENTY (20) MIL THICKNESS. 7.6. CHARTS SHALL BE COMPLETED AND APPROVED PRIOR TO FINAL INSPECTION OF THE IRRIGATION SYSTEM. 8. OPERATION AND MAINTENANCE MANUALS 8.1. PREPARE AND DELIVER TO THE LANDSCAPE ARCHITECT WITHIN TEN (10) CALENDAR DAYS PRIOR TO COMPLETION OF CONSTRUCTION, All REQUIRED AND NECESSARY DESCRIPTIVE MATERIAL IN COMPLETE DETAIL AND SUFFICIENT QUANTITY, PROPERLY PREPARED IN FOUR INDIVIDUALLY BOUND COPIES. DESCRIBE THE MATERIAL INSTALLED IN SUFFICIENT DETAIL TO PERMIT OPERATING PERSONNEL TO UNDERSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT. INCLUDE SPARE PARTS LIST AND RELATED MANUFACTURER INFORMATION FOR EACH EQUIPMENT ITEM INSTALLED. EACH MANUAL SHALL INCLUDE THE FOLLOWING: INDEX SHEET STA TING SUBCONTRACTOR'S ADDRESS AND TELEPHONE NUMBER. DURATION OF GUARANTEE PERIOD. LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF MANUFACTURER'S LOCAL REPRESENTATIVES. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. 8.2. IN ADDITION TO THE MAINTENANCE MANUALS, PROVIDE THE MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOW WRITTEN EVIDENCE AT THE END OF THE PROJECT THAT THIS SERVICE HAS BEEN RENDERED. 8.3. LOOSE SPRINKLING EQUIPMENT, OPERATING KEYS AND SPARE PARTS WILL BE FURNISHED BY THE CONTRACTOR IN QUANTITIES AS SHOWN ON PLANS OR IN SPECIFICATIONS. 9. MATERIALS 9.1. USE NEW MATERIALS OF THE BEST GRADE OF EACH RESPECTIVE KIND AND OF THE SAME MANUFACTURERS FOR ALL ITEMS OF ONE TYPE. 9.2. STEEL PIPE. 9.2.1. STEEL PIPE AND STEEL FITTINGS WHERE INDICATED ON THE DRAWINGS OR SPECIFIED SHALL BE SCHEDULE 40 GALVANIZED MILD STEEL THREADED PIPE AND BEADED GALVANIZED MALLEABLE IRON THREADED FITTINGS, EXCEPT COUPLINGS WHICH SHALL BE A.P.1. (AMERICAN PIPE INSTITUTE) STEEL COUPLINGS. THREAD ON PIPE AND FITTINGS SHALL BE OF TAPER TYPE. 9.2.2. ALL UNIONS TWO (2) INCHES AND SMALLER SHALL BE GROUND JOINT PATTER. UNIONS LARGER THAN TWO (2) INCHES SHALL BE FLANGED UNIONS. All FLANGED UNIONS SHALL BE PLACED WITH ONE.SIXTEENTH (1/16) INCH THICK ASBESTOS FIBER GASKETS. RIGHT AND LEFT COUPLINGS SHALL BE USED INSTEAD OF GROUND JOINT UNIONS IN ALL UNDERGROUND LINES, EXCEPT AT VALVES. 9.2.3. STEEL STREET ELBOWS, BUSHINGS, CLOSE NIPPLES, AND LONG SCREWS SHALL NOT BE USED IN THE WORK. 9.3. PLASTIC PIPE 9.3.1. PLASTIC PIPE SHALL BE EXTRUDED FROM VIRGIN PVC (POLYVINYL CHLORIDE) TYPE 1, GRADE 11 (CLASS 1220) AS MANUFACTURED BY LASCO INDUSTRIES, BALDWIN, PACIFIC WIESTERN, JOHNS-MANVILLE OR EQUAL. CLASS SCHEDULE AS INDICATED IN THE LEGEND. 9.3.2. ALL PLASTIC PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE FOLLOWING INFORMATION: MANUFACTURER'S NAME, NOMINAL PIPE SIZE, PVC 1220, S.D.R. (STANDARD DIMENSION RATIOS, OR THE PRESSURE RATING IN POUNDS PER SQUARE INCH) AND THE N.S.F. (NATIONAL SANITATION FOUNDATION). 9.3.3. PLASTIC FITTINGS SHALL BE PVC 11, I.P.S, (INTERNATIONAL PIPE SOCIETY), SCHEDULE 40, N.S.F., SCHEDULE 80, N.S.F., AND SCHEDULE 80 THREADED FITTINGS AS SHOWN IN THE DETAILS AS MANUFACTURED BY SLOANE MANUFACTURING CO. SOLVENT AND PRIMER ARE TO BE PER PIPE MANUFACTURER'S RECOMMENDATIONS. 9.4. PVC PRESSURE RATED PIPE TYPE 1220 (PVC CLASS 160, 200 & 315) AND TYPE 1120 (PVC SCHEDULE 40 & PVC SCHEDULE 80) 9.4.1. TYPE I GRADE II PRESSURE RA TED PIPE. 9.4.2. 9.4.3. 9.4.4. 9.4.5. 9.4.6. 9.4.7. 9.4.8. MATERIALS SHALL MEET THE REQUIREMENTS SET FORTH IN ASTM D1784.£0T. OUTSIDE DIAMETER OF PIPE SHALL BE THE SAME SIZE AS IRON PIPE. PIPE SHALL BE MARKED AT INTERVALS WITH THE FOLLOWING INFORMATION (NOT TO EXCEED 5'): MANUFACTURER'S NAME, NOMINAL SIZE, PVC TYPE AND GRADE (I.E., PVC 1220) SOR RATING CLASS, NSF APPROVAL AND COMMERCIAL STANDARD DESIGNATION. PVC FITTINGS SHALL BE PVC TYPE II, SCHEDULE 40 NSF, SCHEDULE 80 NSF, OR APPROVED. SOLVENT SHALL BE #175 GRAY NSF APPROVED AS MANUFACTURED BY INDUSTRIAL POLYCHEMICAL SERVICE, GARDENA CALIFORNIA. CAUTIONED SHALL BE UTILIZED IN HANDLING TYPE I PIPE DUE TO THE POSSIBILITY OF CRACKING OR OF SPLITTING WHEN DROPPED OR HANDLED CARELESSLY. WHEN CONNECTION IS PLASTIC TO METAL, MALE ADAPTERS SHALL BE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. JOINT COMPOUND SHALL BE PERMATIX TYPE II. 9.5. SPRINKLER HEADS 9.5.1 SPRINKLER HEADS SHALL BEAS SHOWN ON PLAN 9.6. VALVES 9.6.1. REMOTE CONTROL VALVES-ELECTRIC REMOTE CONTROL VALVES SHALL BE AS SHOWN ON PLAN. 9.6.2. QUICK COUPLING VALVES-QUICK COUPLING VALVES SHALL BE AS INDICATED ON Pl.ANS AND SHALL HAVE A LOCKING COVER. EACH QUICK COUPLER VALVE SHALL HAVE A MOLDED VINYL COVER, YELLOW IN COLOR (PURPLE WHERE CALLED FOR IN RECYCLED WATER SYSTEMS). ALL QUICK COUPLER VALVES KEYS AND HOSE SWIVELS SHALL BE OF SAME MANUFACTURER AS THE QUICK COUPLER. 9.7. AUTOMATIC CONTROLLERS -AUTOMATIC CONTROLLERS SHALL BE AS SHOWN ON PLANS AND DETAILS. 9.8. CONTROL WIRES FOR RCV'S -ALL WIRING TO BE USED FOR CONNECTING THE AUTOMATIC CONTROLLER TO THE ELECTRICAL SOLENOID ACTUATED BY REMOTE CONTROL VALVE SHALL BE SOLID COPPER, PVC INSULATION, SINGLE CONDUCTOR, UL APPROVED UNDERGROUND FEEDER CABLE. EACH PILOT OR 'HOT' WIRE SHALL BE BLACK OR COLOR-CODED WITH THE COMMON WIRE BEING WHITE. 9.9. RUN TWO SPARE CONTROL WIRES TO THE FARTHEST VALVE IN EACH MAINLINE DIRECTION. SHOW ON A5-BUILTS. COLOR CODE DIFFERENT THAN PILOT AND COMMON WIRES. 9.10. WIRING FOR FLOW SENSORS AND MASTER VALVES SHALL BE AS RECOMMENDED BY THE MANUFACTURER AND SHALL BE COLOR CODED DIFFERENTLY THAN COMMON WIRE, CONTROL WIRES, AND SPARE WIRES. 9.11. VALVE BOXES-ALL REMOTE CONTROL VALVES, SHUT-OFF VALVES, FLOW SENSORS, AND QUICK COUPLING VALVES SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS, COMPLETE WITH LOCKING COVERS. ALL SHALL BE N.D.S. OR APPROVED EQUAL AND SHALL BE IDENTIFIED ON THE LID WITH HEAT-BRANDED NUMBERS I LETTERS IN 2' HIGH BLOCK LETTERS AS SHOWN ON THE DETAILS. ALL BOXES SHALL HAVE GREEN COVERS (PURPLE FOR RECYCLED WATER SYSTEMS). 9.12. BACKFLOW PREVENTION UNITS THE BACKFLOW PREVENTION UNITS SHALL BE AS SHOWN ON PLANS AND DETAILS. 9.13. DRIP LINE AND INTEGRAL DRIP LINE COMPONENTS-THE DRIP LINE SHALL BE RAIN BIRD XFS SERIES AS MANUFACTURED BY RAIN BIRD CORPORATION. DRIPPER FLOW RATE AND SPACING SHALL BE AS INDICATED ON DRAWINGS. 9.13.1. RAIN BIRD INSERT FITTINGS: ALL DRIP LINE TUBING TO TUBING CONNECTIONS SHALL BE MADE WITH APPROVED RAIN BIRD INSERT FITTINGS. 9.13.2. 9.13.3. 9.13.4. 9.13.5. 9.13.6. SOIL STAPLES: ALL DRIP LINE INSTALLATIONS SHALL BE HELD IN PLACE WITH RAIN BIRD SOIL STAPLES SPACED EVENLY EVERY 3' -5' ON CENTER, AND WITH TWO STAPLES ON EACH CHANGE OF LOCATION. LINE FLUSHING VALVES ALL DRIP LINE SYSTEM SHALL BE INSTALLED WITH MANUAL FLUSHING VALVES/ OPERATION INDICATORS AS INDICATED ON DRAWINGS. FLUSH VALVES SHALL BE AT ALL END POINTS AND LOW POINTS. AIR/VACUUM RELIEF VALVES: EACH INDEPENDENT DRIP LINE SYSTEM SHALL BE INSTALLED WITH AN AIR/VACUUM RELIEF VALVE AT THE ZONE'S HIGHEST POINT(S). PRESSURE REGULATOR: A PRESSURE REGULATOR SHALL BE INSTALLED AT EACH ZONE VALVE ORON THE MAIN LINE TO ENSURE OPERA TING PRESSURES DO NOT EXCEED SYSTEM REQUIREMENTS. THE PRESSURE REGULA TOR SHALL BE AS CALLED FOR ON THE PLANS. SYSTEM Fil TER: A Y-Fll TER OR DISC Fil TER SHALL BE INSTALLED AT EACH ZONE VALVE AS CALLED FOR ON THE PLANS. A SYSTEM (MAIN LINE) FILTER SHALL ALSO BE INSTALLED TO ENSURE ADDED PROTECTION. 9.14. ANY OTHER EQUIPMENT NOT SPECIFICALLY NOTED HEREIN BUT REQUIRED BY THE PLANS, DETAILS, OR LEGENDS SHALL BE SUPPLIED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. IF ANY QUESTION ARISES AS TO PROPER PROCEDURE, IT SHALL BE RESOLVED WITH THE LANDSCAPE ARCHITECT BEFORE INSTALLATION. 10. INSTALLATION 10.1. SITECONDITIONS 10.1.1. 10.1.2. 10.1.3. 10.1.4. 10.1.5. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO PROCEEDING WITH WORK UNDER THIS CONTRACT. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY FACILITIES. SHOULD UTILITIES NOT LOCATED OR MARKED BE FOUND DURING EXCAVATION, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER AND SHALL DISCONTINUE WITH WORK IN THE AREA, EXCEPT NECESSARY EMERGENCY WORK NECESSARY TO REPAIR OR PREVENT DAMAGE UNTIL INSTRUCTIONS ARE RECEIVED. FAILURE TO NOTIFY THE OWNER OF DISCOVERY OF SUCH UTILITIES OR DAMAGE THERETO WILL RESULT IN THE CONTRACTOR BEING LIABLE FOR ANY AND ALL DAMAGE CAUSED TO THE UTILITIES AS A RESULT OF HIS ACTIONS. THE CONTRACTOR SHALL, BEFORE STARTING WORK ON THE SPRINKLER SYSTEM, CAREFULLY CHECK ALL FINISH GRADES TO SATISFY HIMSELF THAT HE MAY PROCEED WITH THE WORK. 10.2. WATERSUPPLY 10.2.1. THE CONTRACTOR SHALL ARRANGE FOR THE PROVISION OF THE WATER SUPPLY AND COORDINATE WITH THE OWNER AS NECESSARY. 10.2.2. THE CONTRACTOR SHALL CONNECT TO THE WATER SOURCE AS INDICATED ON THE DRAWINGS 10.3. ELECTRICAL 10.3.1. 10.3.2. THE OWNER SHALL ARRANGE FOR THE PROVISION OF THE ELECTRICAL SUPPLY. POWER SOURCES SHALL BE AS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL CONNECT AT THE POINT SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ELECTRICAL CONNECTIONS TO THE A UT OMA TIC CONTROLLERS. ALL WIRING SHALL BE ROUTED AS SHOWN ON PLANS. All ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH ALL LOCAL OR COUNTY ORDINANCES. 10.4. EXISTING UTILITIES -THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES SUCH AS POWER, TELEPHONE, DOMESTIC WATER AND TILE DRAINS. EXTREME CARE SHALL BE TAKEN BY THE CCNTRACTOR WHEN EXCAVATING OR WORKING IN THESE AREAS AND COORDINATION AND COOPERATION WITH OTHER CONTRACTOR IS REQUIRED AS THE WORK PROGRESSES TO THESE AREAS. 10.5. TRENCHES IN GENERAL 10.5.1. TRENCHES SHALL BE DUG STRAIGHT, AND PIPE SHALL HAVE THE CONTINUOUS SUPPORT FOR THE DITCH BOTTOM AND SHALL BE LAID TO AN EVEN GRADE. TRENCHING EXCAVATION SHALL FOLLOW THE LAYOUT INDICATED ON THE DRAWINGS. 10.5.2. ALL PRESSURE SUPPLY LINES SHALL HAVE A MINIMUM DEPTH OF EIGHTEEN (18) INCHES MINIMUM UNLESS OTHERWISE NOTED. 105.3. ALL NON-PRESSURE SUPPLY LINES SHALL HAVE A MINlt.tUt.t DEPTH OF TWELVE (12) INCHES MINIMUM AS SHOWN IN THE DETAILS. 10.5.4. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES FROM EACH OTHER AND FROM LINES OF OTHER TRADES. 10 5.5. NO LINE SHALL BE INSTALLED DIRECTLY OVER ANOTHER LINE. 10.5.6. IF NECESSARY, CALL UNDERGROUND ALERT, OR SIMILAR COMPANY. 10.6. BACKFILLING 10.6.1. BACKFILL FOR TRENCHING SHALL BE COMPACTED TO DRY DENSITY EQUAL TO THE ADJACENT UNDISTURBED SOIL, AND SHALL CONFORM TO THE ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER IRREGULARITIES. INITIAL BACKFILL ON ALL LINES SHALL BE OF A FINE GRANULAR MATERIAL WITH NO FOREIGN MATTER LARGER THAN ONE-HALF (112) INCH IN SIZE. 10.6.2. 10.6.3. IF, IN THE OPINION OF THE CONTRACTOR/LANDSCAPE ARCHITECT, THE EXCAVATED MATERIAL IS NOT SATISFACTORY FOR USE AS BACKFILL, THE CONTRACTOR SHALL DISPOSE OF THIS UNSATISFACTORY MATERIAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SETTLING OF TRENCHES FROM HIS WORK. 10.7. PVC PIPE 10.7.1. PVC PIPE SHALL BE INSTALLED IN A MANNER WHICH WILL PROVIDE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY THE PIPE MANUFACTURER. 10.7.2. ALL PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, UNLESS OTHERWISE SHOWN IN DETAILS. 10.7.3. 10.7.4. 10.7.5. THE JOINTS SHALL BE ALLOWED TO SET AT LEAST TWIENTY-FOUR (24) HOURS BEFORE PRESSURE IS APPLIED TO THE SYSTEM ON PVC PIPE. AFTER ALL NEW SPRINKLER PIPING AND RISERS ARE IN PLACE AND CONNECTED, AND ALL NECESSARY WORK AS BEEN COMPLETED AND PRIOR TO THE INSTALLATION OF SPRINKLER HEADS, CONTROL VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE SYSTEM. AFTER THE SYSTEM IS THOROUGHLY FLUSHED, RISERS SHALL BE CAPPED OFF AND THE SYSTEM PRESSURE TESTED. SPRINKLER LINES SHALL BE TESTED IN PLACE BEFORE BACKFILLING FOR A PERIOD OF NOT LESS THAN TWENTY-FOUR (24) HOURS AND SHALL SHOW NO LEAKAGE OR LOSS OF PRESSURE. DURING THE TEST PERIOD, MINIMUM TEST PRESSURE AT THE HIGHEST POINT OF THE SECTION BEING TESTED, SHALL BE 100 POUNDS PER SQUARE INCH. 10.7.6. AT THE CONCLUSION OF THE PRESSURE TEST, THE HEAD SHALL BE INSTALILED AND TESTED FOR OPERATION IN ACCORDANCE WITH DESIGN REQUIREMENTS UNDER NORMAL OPERATING PRESSURE, CONTRACTOR SHALL VERIFY HEAD PRESSURES WITH PITOT TUBE OR PRESSURE GAUGE ASSEMBLY, AND ADJUST VALVE TO CORRESPOND WITH DESIGN PRESSURE. 10.8. SPRINKLERS 10.8.1. ALL POP-UP SPRINKLERS SHALL BE PROVIDED WITH SWING JOINTS AND SHALL BE ADJUSTED TO THE PROPER HEIGHT. ALL NOZZLES SHALL BE ADJUSTED FOR PROPER THROW RADIUS FOR EFFICIENT COVERAGE. 10.8.2. SPRINKLER HEADS AND RISERS SHALL BE INSTALLED ACCORDING TO DETAILS. 10.9. DRIP LINE INSTALLATION 10.9.1. 10.9.2. 10.9.3. 10.9.4. 10.9.5. 10.9.6. INSTALL ALL DRIP LINEAS INDICATED ON DRAWINGS. USE ONLY TEFLON TAPE ON ALL THREADED CONNECTIONS. CLAMP DRIP LINE INSERT FITTINGS WITH OETIKER CLAMPS WHEN OPERATING PRESSURE EXCEEDS SPECIFIC DRIP LINE FITTING REQUIREMENTS. WHEN INSTALLING DRIP LINE, INSTALL SOIL STAPLES AS LISTED BELOW: SANDY SOIL-ONE STAPLE EVERY THREE (3') FEET AND TWO (2) STAPLES ON EACH CHANGE OF DIRECTION (TEE, ELBOW, OR CROSS). LOAM SOIL -ONE STAPLE EVERY FOUR (4') FEET AND TWO (2) STAPLES ON EACH CHANGE OF DIRECTION (TEE, ELBOW, OR CROSS). CLAY SOIL -ONE STAPLE EVERY FIVE (5') FEET AND TWO (2) STAPLES ON EACH CHANGE OF DIRECTION (TEE, ELBOW, OR CROSS). CAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALILED TO PREVENT THE INTRUSION OF MATERIALS THAT WOULD OBSTRUCTTHE PIPE. LEAVE IN PLACE UNTIL REMOVAL IS NECESSARY FOR COMPLETION OF INSTALLATION. THOROUGHLY FLUSH All WATER LINES BEFORE INSTALLING VALVES AND OTHER HYDRANTS. TEST IN ACCORDANCE WITH HYDROSTATIC TESTS AS RECOMMENDED BY THE MANUFACTURER. 10.10. VALVES 10.10.1 REMOTE CONTROL VALVES SHALL BE ADJUSTED SO THAT THE MOST REMOTE SPRINKLER HEADS OPERA TE AT THE PRESSURE RECOMMENDED BY THE HEAD MANUFACTURER. REMOTE CONTROL VALVES SHALL BE ADJUSTED SO THAT A UNIFORM DISTRIBUTION OF WATER IS APPLIED BY THE SPRINKLER HEADS TO THE PLANTING AREAS FOR EACH INDIVIDUAL VALVE SYSTEM. 10.10.2. QUICK COUPLING VALVES SHALL BE SET IN VALVE BOXES APPROXIMATELY 12' FROM WALKS, CURBS, HEADER BOARDS, OR PAVED AREAS WHERE APPLICABLE. VERTICAL POSITIONING OF QUICK COUPLING VALVES SHALL BE SUCH THAT SLEEVE TOP WILL BE FLUSH WITH THE SETTLED FINISH GRADE AS DETERMINED AFTER THE TURF IS ESTABLISHED AND 2' ABOVE GRADE IN GROUND COVER AREAS. 10.11. VALVEBOXES 10.11.1. VALVE BOXES SHALL BE SET ONE-HALF INCH (1/2') ABOVE THE DESIGNATED FINISH GRADE IN LAWN AREAS AND ONE INCH (1') ABOVE FINISH GRADE IN GROUND COVER AREAS. 10.11.2. VALVE BOXES INSTALLED NEAR WALKS, CURBS, HEADER BOARDS AND PAVING SHALL ABUT THOSE ITEMS. TOP SURFACES SHALL BE FLUSH WITH ITEMS LISTED ABOVE. 10.12. AUTOMATIC CONTROLLER LOCATION AND INSTALLATION 10.12.1. THE AUTOMATIC CCNTROLLER SHALL BE INSTALILED AT THE APPROXIMATE LOCATION SHOWN ON THE PLAN. VERIFY EXACT LOCATION WITH THE OWNER. 10.12.2. ALL LOCAL AND OTHER APPLICABLE CODES SHALL TAKE PRECEDENCE IN CONNECTING THE 110 VOLT ELECTRICAL SERVICE TO CONTROLLER. OWNER SHALL PROVIDE POWER TO CONTROLLER. CONTRACTOR SHALL COMPLETE HOOK-UP TO CONTROLLER. APPROVED f:OR PLANTING AND IRRIGATION ONL V. INCLUDING PRECISE LOCATION Of: PLANT I NG AREAS 10.12.3. THERE SHALL BE ADEQUATE COVERAGE OF EARTH (18' MINIMUM) OVER THE24-VOLT CONTROL WIRE. INSTALL WIRE IN TRENCH AND TAPE TO MAIN LINES ON SIDE OF PIPE AT 10' INTERVALS. 10.13. CONTROL WIRE 10.13.1. ALL ELECTRICAL EQUIPMENT AND WIRING SHALL COMPLY WITH LOCAL AND STATE CODES AND BE INSTALLED BY THOSE SKILLED AND LICENSED IN THE TRADE. 10.13.2. CONNECTING AND SPLICING OF WIRE AT THE VALVES OR IN THE FIELD SHALL BE MADE USING A □RI.SPLICE CONNECTOR OR EQUAL. 10.13.3. FOR WIRE-WIRE DECODER SYSTEMS, REFER TO THE MANUFACTURER'S RECOMMENDATIONS AND DIRECTIONS FOR WIRING, AND ANY SPECIFIC NOTES ON THE PLANS AND/OR DETAILS. 10.14. PRESSURE TEST 10.14.1. ALL PRESSURE LINES SHALL BE TESTED UNDER PRESSURE WITH WATER AND AIR OF ONE-HUNDRED FIFTY (150) POUNDS PER SQUARE INCH, AND ALL NON-PRESSURE LINES SHALL BE TESTED UNDER THE EXISTING STA TIC PRESSURE, AND BOTH BE PROVEN WATERTIGHT. 10.14.2. PRESSURE SHALL BE SUSTAINED IN THE LINES FOR A 24 HOUR PERIOD. IF LEAKS DEVELOP, THE JOINTS SHALL BE REPLACED AND THE TEST REPEATED UNTIL THE ENTIRE SYSTEt.t IS PROVEN WATERTIGHT. 10.14.3. TEST SHALL BE OBSERVED AND APPROVED BY THE OWNER PRIOR TO BACKFILL. 10.14.4 UPON COMPLETION OF EACH PHASE OF THE WORK, THE CONTRACTOR SHALL CHECK AND ADJUST EACH SPRINKLER HEAD TO MEETING THE SITE REQUIREMENTS. 10.15. COVERAGE TEST -UPON COMPLETION OF ALL SYSTEMS, THE CONTRACTOR, IN THE PRESENCE OF THE ARCHITECT, SHALL PERFORM A COVERAGE TEST TO DETERMINE IF THE COVERAGE OF WATER AFFORDED ALL AREAS IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL CHANGE ANY HEADS, NOZZLES, OR ORIFICES AS MAY BE REQUIRED TO PROVIDE COVERAGE AS INDICATED ON THE DRAWINGS AND AS SPECIFIED. 10.16. LOWERING OF HEADS -UNLESS OTHERWISE NOTED, ALL SPRINKLERS INSTALLED IN LAWN AREAS SHALL BE LOWERED TO FINISH GRADE WITHIN FIVE DAYS FOLLOWING NOTIFICATION BY THE CITY/OWNER. AT THE TIME OF LOWERING HEADS, THE CONTRACTOR SHALL COMPLETELY CHECK AND ADJUST THE ENTIRE SYSTEM AND MAKE ANY REPAIRS THAT ARE NECESSARY TO COMPLETE THIS WORK TO THE SATISFACTION OF THE CITY/OWNER, LANDSCAPE ARCHITECT AND/OR OWNER'S CHOSEN REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING UPON COMPLETION OF THIS WORK. 10.17. WORKMANSHIP AND PROCEDURE 10.17.1. THE ROUTING OF THE PRESSURE SUPPLY LINES AS INDICATED ON THE DRAWINGS IS DIAGRAMMATIC. THE CONTRACTOR SHALL INSTALL LINES IN A MANNER THAT CONFORMS WITH THE VARIOUS DETAILS, WITHOUT OFFSETTING THE VARIOUS ASSEMBLIES FROM THE PRESSURE SUPPLY LINE. 10.17.2. NO MULTIPLE ASSEMBLIES SHALL BE INSTALLED ON PLASTIC LINES. EACH ASSEMBLY SHALL BE PROVIDED WITH ITS OWN OUTLET. 10.17.3. ALL ASSEMBLIES SPECIFIED HEREIN SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE DETAIL. IN THE ABSENCE OF DETAIL DRAWINGS OR SPECIFICATIONS PERTAINING TO THE SPECIFIC ITEMS REQUIRED TO COMPLETE THE WORK, THE CONTRACTOR SHALL PERFORM SUCH WORK IN ACCORDANCE WITH THE BEST STANDARD PRACTICE AND TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT /CONTRACTOR. 11. INSPECTION OF WORK 11.1. INSTALLATIONS AND OPERATIONS MUST BE APPROVED BY THE CITY/OWNER AND LANDSCAPE ARCHITECT 11.2. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL ARRANGE A MEETING WITH THE CITY/OWNER, AT WHICH TIME THE CONTRACTOR WILL BE INFORMED OF SPECIFIC INSPECTIONS REQUIRED AND THE METHOD OF CALLING FOR SUCH INSPECTIONS AS THE INDIVIDUAL WORK IS COMPLETED. 12. RESPONSIBILITY 12.1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO BE PERFORMED UNDER THIS CONTRACT. NO CONTRACTOR SHALL BE RELIEVED OF HIS LIABILITY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS AND INDICATED IN THE SPECIFICATIONS, UNLESS AUTHORIZED IN WRITING BY THE CITY/OWNER OR OWNER'S APPROVED REPRESENTATIVE. 12.2. THE CONTRACTOR SHALL PROTECT HIS WORK FROM DAMAGE AND THEFT AT ALL TIME, AND REPLACE All DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE CITY/OWNER. 12.3. THE CONTRACTOR SHALL PROTECT THE CITY/OWNER'S PROPERTY FROM INJURY OR LOSS. ALL DAMAGE TO EXISTING PROPERTY (BUILDINGS, UTILITIES, ETC.) OR PLANTING (TREES, SHRUBS, LAWNS OR GROUND COVERS) CAUSED BY THE CONTRACTOR DURING HIS OPERATION ORAS A RESULT OF MALFUNCTION OF INSTALLED WORK DURING THE GUARANTEE PERIOD SHALL BE REPAIRED A TTHE CONTRACTOR'S EXPENSE. 12.4. THE CONTRACTOR SHALL CAREFULLY NOTE ALL FINISH GRADE BEFORE COMMENCING WORK. ANY FINISH GRADE CHANGED DURING THE COURSE OF HIS WORK SHALL BE RESTORED TO THE ORIGINAL CONTOURS. 12.5. THE CONTRACTOR SHALL CAUSE MINIMUM INTERFERENCE WITH WORKMEN OR THE MATERIALS AND EQUIPMENT OF OTHER TRADES PEOPLE WORKING ON THE PROJECT. 13. COMPLETION CLEAN-UP 13.1. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE EXCESS MATERIALS, RUBBISH, DEBRIS, ETC., AND HIS CONSTRUCTION AND INSTALLATION EQUIPMENT FROM THE PREMISES. 14. MAINTENANCE 14.1. UPON FINAL ACCEPTANCE BY THE CITY/OWNER, THE CONTRACTOR SHALL PROVIDE A NINETY (90) DAY t.tAINTENANCE SERVICE FOR THE ENTIRE IRRIGATION SYSTEM. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO BROKEN SPRINKLER REPAIR AND/OR REPLACEMENT, CLOGGED DRIP LINE REPAIR/ REPLACEMENT, BROKEN PIPE REPAIR AND/OR REPLACEMENT, ADJUSTMENT OF HEADS, ADJUSTMENT OF CONTROLLER PROGRAMMING, AND WEEKLY INSPECTIONS FOR ANY MALFUNCTIONS. END OF SECTION Ll-5 "AS BUil T" TITLE EXP. DATE REVIEWED BY: INSPECTOR DATE II'' ,1 l----------+--+---------+---+--+---I-----I I SH7E2ET 11 CITY OF CARLSBAD I . PLANNING DIVISION . ~L=A=N=Ds=c=A=-P-=E=IM=P=R=o=v=EM==EN=T==P=L=AN=S==F==o==R==, =========~ TRIBUT~RY LANDSCAPE ARCI-IITECTURE TRIBUTARY LA. INC. 2725 Jefferson Street, Suite 14 Carlsbad, CA 92008 t 760.434.9300 Project ................................. . 23.013 DA TE INITIAL Scale ................................... . DESIGNER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DARWIN COURT 5935 Darwin Court, Carlsbad. CA 92008 LANDSCAPE IRRIGATION SPECIFICATIONS I APPROVED: A-11.~•' Ii /J,('4- PLANNING DWN BY: PROJECT NO. DRAWING NO. CHKD BY: LPC-2024-0014 RVWD BY: DEV2024-DD73 548-8L I LIMIT OF WORK ------------------------- L --- · - 0 • 0 -'-'\. \ \ Q 0 PS I • I ---·- _, I / / / I -- I I I oo DAR IN COURT -------LIMIT~w----- ·------L NOTES. 0RK - ASSOCIATION NOTE, "This area is existing Carlsbad Research Center (CRC) Common Area turf. It • is-to..b~ .£_Qnverted to be privately maintained and irrigated by the property owner, nndn'o 1r:mg• bx,.~h• CRC. All existing CRC irrigation system changes in these areas shall be doneby'fhe--ewner.'!J ■ndscape contractor at the owner•s expense. Contact Greg E:vans, CRC LiNdxapo.~rchitact consultant, al (760) 271·6olO and/o, And,ea Tagle, CRC Propo.-ty M;;,iig""&r,at(1!58) 373·2100, lo help with coordinating CRC equipment irrigation system - - ch1nge1. Thi1 i1 to en1ure that there is 1001iEii c:overage of the remaining and modified CRC common area. Also, Gres !:vans shall be contac:l:ed for pre-construction meeting and when installation is complete tor acceptance walk. The owner will be responsible for reimbursinc the CRC for any and all Construction Administration fees provided by Greg Evans while representing the CRC during construdion of this project," l, ROOT BARRIER. -----ALL TREES WITHIN l 0' OF ANY IMPROVEMENT SUCH AS A WALK, WALL.CURB, ETC. SHALL BE INSTALLED WITH ROOT BARRIERS, ROOT BARRIERS SHALL RUN ALONG THE CURB AND SIDEWALK FOR A MINIMUM OF s· IN EITHoR DIRECTION FOR A TOTAL OF 10 LINEAR F«T MINIMUM. (SE• DETAIL 0/ SMEET LP-2) 2. WUCOLS IV (WATER us. CLASSIFICATION OF LANDSCAPE. SPoCl<S ►. IS A UNIVERSITY OF CALIFORNIA COOPoRATIVE EXTENSION PUBLICATION AND IS A GUIDE. TO THE. WAToR N«DS OF THE LANDSCAPE PLANTS, (CURRENT EDITION JANUARY 2014) 3. ALL PLANTING AREAS SHALL RECEIVE MU LCM (SEE PLANTING SPECIFICATIONS) 4. ALL EXISTING PLANTING AND/OR IRRIGATION DESIGNATED TO REMAIN ON SITE SHALL Bo PROTECToD IN PLACE. ANY EXISTING PLANTING OR IRRIGATION DAMAGED DURING THE COURSE OF TME PROJE.CT SHALL BE REPLACED IN KIND TO THE SATISFACTION OF THE CITY AND PER THE LANDSCAPE MANUAL REQUIREMENTS. S: \2023 Projeds\23.013 Darwin Court bldg\Drowing Files\CD\PL TGT,dwg\L W-1 \25 Oct 2024 9: 26 AM by. Glen rn□ □ I \ ' Iii I PS ........ - TRIBUTARY LANDSCAPE: ARCHITECTURE: TRIBUTARY LA, INC. 2725 Jefferson Street, Suite 14 Carlsbad, CA 92008 t 760.434.9300 • ·- KEYMAP APPROVE:D FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRE:CISE: LOCATION OF PLANT I NG ARE:AS E:XISTING TRI:!: LE:GE:ND SYMBOL BOTANICAL NAME COMMON NAME AC Archontophoenht cunninghomiana King Palm CA Cupaniopsis anacardioides Carrotwood EC Erythrina species Coral Tree FS l=raxinus species No Common Name MS Magnolia species No Common Name PR Phoenix roebelenii Pygmy Date Palm TRI:!: LE:GE:ND SYMBOL \\\\\\\\\\\\~\ 11111111111 111111111111111 1111111 11111 SIZE 24" Box QTY. BOTANICAL NAME Agave tequilana Aloe baine1ii 36" Box 3 l 4 Magnolia grandiffora 'Little Gem' ----------------------------------.. ------------ SEE SHEETS LD-2, LC-2, Ll-2, L TP-2, LSP-2 SEE SHEETS LD-1, LC-1, Ll-1, LTP-1, LSP-1 TITLE COMMON NAME REMARKS Tequila Agave No Common Name Southam Magnolia Low Branching LTP-1 "AS BUil T" EXP. DATE SEE SHEETS LP-3 FOR PLANTING DETAILS SEE SHEET LP-4 FOR PLANTING SPECIFICATIONS REVIEWED BY: ._ll[)SCAP !i ,.._ 1, _, -..~~~:·,;:-.:;---... OF CP.1.1< Projecl-,.·--·····"-------23.013 Scale ...... ..,.,_., ____ ,............... l" • 1 O' 0 5 10 20 INSPECTOR DATE l------+--+----------l-~--l----l-~ I S1H3EET 11 CITY OF CARLSBAD :=:=:=':,'.::· ====:::::::PL:::A:::::N::N::::IN::::G=D::1:::::Vl:::Sl::::O::::N======: LANDSCAPE IMPROVEMENT PLANS FOR, DARWIN COURT 5935 Darwin Court, Carlsbad, CA 92008 LANDSCAPE TREE PLANTING PLANS l---+--+----------+----+--+----+----11 APPROVED: ,_fi....,_ 1' q,,.,. _PLANNING DATE INlllAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INlllAL DWN BY: CHKD BY: __ _ CITY APPROVAL RVWD BY: PROJECT NO, LPC-2024-0014 DEV2024-0073 DRAWING NO. 548-SL " . "'It N 1-u 0 r- •• LU I-< 0 z < ..J C. ,. I I I I I I I I I ~. ~· u.1 0 1-I -~ . ...J I I I I I I I I I LIMITot=wo •RK -- [ J S:\2023 Projects\23.013 Dorwin Court bldg\Drowing Files\CO\PLTGT.dwg\LTP-2\25 Oct 2024 9;26 AM by. Glen EXISTING TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME AC Archontophoenix cunninghamiona King Palm CA Cupaniopsis anocardioides Corrotwood EC E;:rythrina species Coral Tree FS Fraxlnus species No Common Name MS Magnolia species No Common Name PR Phoenix roebelenii Pygmy Date Palm TREE LEGEND SYMBOL SIZE QTY. BOTANICAL NAME Q 24• Box Agave tequllana (J 24" Box 4 Aloe balnesll 36" Box 1 Magnolia grandiflora 'Little Gem' NOTES. COMMON NAME REMARKS Tequila Agave No Common Nome Southern Magnolia Low Branching WUCOLS (Plant Factor) YL L M SPECIFICATIONS [HLX Width) 3'x3' 6'x3' 12' x4' 1. ROOT BARRIER, -----ALL TREES WITHIN 10' OF ANY IMPROVEMENT SUCH AS A WALK, WALL.CURB, ETC.SHALL BE INSTALLED WITH ROOT BARRIERS. ROOT BARRIERS SHALL RUN ALONG Tl-IE CURB AND SIDEWALK FOR A MINIMUM OF 5' IN EITHER DIRECTION FOR A TOTAL OF 10 LINEAR FEET MINIMUM. (SEE DETAIL D/ SHEET LP-2) 2. WUCOLS IV (WATER USE CLASSIFICATION OF LANDSCAPE SPECIES), IS A UNIVERSITY OF CALIFORNIA COOPERATIVE EXTENSION PUBLICATION AND IS A GUIDE TO Tl-IE WATER NEEDS OF THE LANDSCAPE PLANTS. (CURRENT EDITION JANUARY 2014) 3. ALL PLANTING AREAS SI-IALL RECEIVE MULCH (SEE PLANTING SPECIFICATIONS) -4. ALL EXISTING PLANTING AND/OR IRRIGATION DESIGNATED TO REMAIN ON SITE SHALL BE PROTECTED IN PLACE. ANY EXISTING PLANTING OR IRRIGATION DAMAGED DURING THE COURSE OF THE PROJECT SHALL BE REPLACED IN KIND TO THE SATISFACTION OF THE CITY AND PER THE LANDSCAPE MANUAL REQUIREMENTS. KEYMAP SEE SHEETS LP-3 FOR PLANTING DETAILS ,,,,,,,,,,,,,, 11111111111 111111111111111 1111111 11111 \ I 11 111111111 SEE SHEET LP-4 FOR PLANTING SPECIFICATIONS 0 ........ 5 ---........ ........ ........ --------- SEE SHEETS LC-2, LC-2, Ll-2, L TP-2, LSP-2 SEE SHEETS LC-1, LC-1, Ll-1, LTP-1, LSP-1 10 20 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS LTP-2 "AS BUil T" TITLE EXP. DATE REVIEWED BY: INSPECTOR DATE 111 ,1 ~ CITY OF CARLSBAD 1----+----+------------+-------+---+----+-----t L!Ll PLANNING DIVISION ~~-============================~ TRIBUTA-.RY LANDSCAPE: ARCI-IITE:CTURE TRIBUTARY LA, INC. 2725 Jefferson Street, Suite 14 Carlsbod, CA 92008 t 760.43-4. 9300 Project .. , .. ___________ ,____ 23.013 Scale ... _ .... , ___ .. _ ....... --.... 1 • • 1 O' LANDSCAPE IMPROVEMENT PLANS FOR, DARWIN COURT 5935 Darwin Court, Carlsbad, CA 92008 LANDSCAPE TREE PLANTING PLANS 1----l-----11-------------+----+--+---+----I I APPROVED: ~ 1' C -{ .•. C . PLANNING ~ DA TE INITIAL DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OlHER APPROVAL DA TE INITIAL OWN BY: CHKD BY: __ _ CITY APPROVAL RVWD BY: PROJECT NO. LPC-2024-0014 DEV2024-0073 DRAWING NO. 548-8L "q' N 1-u 0 ,.... •• UJ 1-<J: 0 z <J: ...J C. ~ r--~--- c::: I I 0 I ~: --_l ,_,.,c,.,,.t.,,,.WX""'v-- ---!::.--------------~-' ~ ....lt~~~~~~.='i.' ..... ~~ ----------- DAR • _, ---------· --- EXISTING SHRUB LEGEND SYMBOL BOTANICAL NAME COMMON NAME AA Agapanthus africanus L;ly-ol-lhe-Nile CG Carissa mocrocarpa Natal Plum CM Clivio miniota Kafflr LIiy DS Dietes species ~ortnight LIiy LS Lantana species No Common Name MS Microlepia species No Common Name NO Nerium oleander Oleander PT Pittosporum tobira Mock Orange RC Rhaphiolepis indico 'Clora' Indian l-lawthorn RS Rhaphiolepis species Indian l-lawthorn S:\2023 Projects\23.013 Oorwin Court bldg\Drawing files\CD\PLTGS.dwg\LSP-1\25 Oct 2024 9: 24 AM by: Glen LIMIT OF WORK ------------------------- -------PRIVATE:Ly --ASSQ - -....:!._AINTAINE:D D CIA noN t-1;,;;r-;,;:;;;;; - - - - - - - - ------- ----------- IN COURT -------Ll/1.1/T oF: W--._ ,_ SHRUB AREAS SYMBOL SIZE 18" 0.C. From Flats PLANTING NOTES ORK ASSOCIATION NOTE, "This area is existing Carlsbad Research Center (CRC) Common Area turf. It is to be converted to be privately maintained and irrigated by the property owner, nnd no longer by the CRC. All existing CRC irri1ation system changes In these areas shall be done by the owner's landscape contrador at the owner's ext>4nse. Contact Greg !:vans, CRC Landscape Architect consultant, ot (760) 211-6010 and/or Andrea Tagle, CRC Property Manager, a\(858) 373·2100, to help with coordinating CRC equipment irrigation system changes. This is to Misure that there is 100% cov1r1ga of the remai"ing and modified CRC common area. Also, Greg E:vans shall be contacted for pr••construclion meeting and wh•n installation is complete tor acceptance walk. The owner will be responsible For reimbu-singthe CRC for any and all Construction Admini1tration f•es provided by Greg Evans while representing the CRC during construction of this projecl • QTY. BOTANICALNAME COMMON NAME REMARKS Myoporum parvifolium 'Putoh Creek' Putah Creek Trailing MyopOf'Um l. WUCOLS IV (WATER USE CLASSIFICATION OF LANDSCAPE SPECIES), IS A UNIVERSITY OF CALIFORNIA COOPERATIVE EXTENSION PUBLICATION ANO IS A GUIDE TO THE WATER NEEDS OF THE LANDSCAPE PLANTS. (CURRENT EDITION JANUARY 2014) 2. ALL PLANTING AREAS SI-IALL RECEIVE MULCl-l (SEE PLANTING SPECIFICATIONS) 3. ALL EXISTING PLANTING AND/OR IRRIGATION DESIGNATED TO REMAIN ON SITE SI-IALL BE PROTECTED IN PLACE. ANY EXISTING PLANTING OR IRRIGATION DAMAGED DURING Tl-IE COURSE OF Tl-IE PROJECT SI-IALL BE REPLACED IN KIND TO Tl-IE SATISFACTION OF Tl-IE CITY AND PER THE LANDSCAPE MANUAL REQUIREMENTS. - -- ssssssssss -- -- LG LG LG LG LG LG LG LG LG LG LG LG LG -------------~ -- LANDSCAPE ARCI-HTO:CTURE TRIBUTARY LA, INC. 2725 Jefferson Street, Suite 14 Carlsbad, CA 92008 I 760.434.9300 -------- V V V. V V KEYMAP SEE SHEETS LP-3 FOR PLANTING DETAILS SEE SHEET LP-4 FOR PLANTING SPECIFICATIONS \\\\\\\\\\\\\\ 11111111111 111111111111111 1111111 11111 0 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS SHRUB LEGEND SYMBOL SIZE c;>TY. 5 Gal. @42" O.C. 53 l Gal.@ 48" 0.C. 221 SB l Gal.@ 72" O.C. l Gal.@ 60" o.c. TO l Gal.@46"0.C. 106 8 SGal.@60"0.C. e SGal.@36"0.C. 45 8 1 Gal.@ 48"0.C. CACTUS+SUCCULENTLEGEND SYMBOL SIZE QTY. ® l Gal.@16"0.C. 0 1 Gal.@ 30" O.C. 60 @) 5 Gal.@ 36" 0.C. 26 @ SGal.@36"O.C. 117 @ 1 Gal.@16"O.C. 230 ORNAMENTAL GRASS LEGEND SYMBOL SIZE QTY. 1 Gal.@ 30" O.C. 142 ----------------------------------- ---------------- SEE SHEETS LD-2, LC-2, Ll-2, LTP-2, LSP-2 SEE SHEETS LD-1, LC-1, Ll-1, LTP-1, LSP-1 TITLE BOTANICAL NAME COMMON NAME Carina macrocarpa 'GrNn Carpet' Prostrate Natal Plum Lontona 'Golden Spreader' Dwarf Yellow Lantana Salvia x 'Bee's Bliss' Baa's Bliss Sage T ecomo stons Yellow Bells T ecomo 'Compo Loompo' Dwarf Yellow Bells Westringio fruticoso 'Blue Gem' Blue Gem Coast Rosemary Weslringia fruticoso 'Grey Box' Dwarf Coast Rosemary Wesiringia frulicosa 'Mundi' Coaslal Aiosemary BOTANICAL NAME COMMON NAME Aloe rudikoppe Litle Gem Aloe Aloevera Medicinal Aloe Crassula ovata 'Gollum' GolumJode Crassula 'Ripple Jade' Ripple Jade Seneclo mandraliscae 'Blue Chalk Sticks' No Common Name BOTANICAL NAME COMMON NAME Lomondra longifolio 'Breeze' No Common Name LSP-1 "AS BUil T" EXP. DATE REVIEWED BY: 5 10 20 INSPECTOR DATE 1----+--f------------+----+--+------t----J I s,H~ET II CITY OF CARLSBAD " _ PLANNING DIVISION ~LA=N=os=c=A='cP~E=IM=P::::R::::o==v::::E=M=::E::::NT::::P::::L:::A:::N:::S~FO~R,=========:::::; DARWIN COURT 5935 Darwin Court, Carlsbad, CA 92008 LANDSCAPE SI-IRUB PLANTING PLANS 1---------,1------+------------1---t----t----i-------i 1-AP-PR_o_vE_D:...t.fi~~~aJ~<;__~J't:'.~' :::___ _PLANNING DA TE INITIAL DA TE INITIAL DWN BY: CHKD BY: __ _ Scole-·----··----·-···----···· 1 • • 1 0' DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. LPC-2024-0014 OEV2024-0073 DRAWING NO. 548-8L JI I ,;f N 1-u 0 r-.. UJ I-<( 0 z <( ....I C. ,- 1 I I I I I I I I ~. ~. u.1 0 t::I ~ . ...J I I I I I I I I I WG C S: \2023 Projects\23.013 Dorwin Court bldg\Drowing Files\CD\PL TGS.dwg\LSP-2\25 Oct 2024 9: 24 A~ by. Glen z SHRUB LEGEND SYMBOL SIZE QTY. e 5 Gal.@42" 0.C. 1 Gal. @ 48" 0.C. 1 Gal,@ 72" O.C. 1 GaL@60"0.C. TO 1 GaL@48" 0.C. 0 5 Gol.@ 60" O.C. @) 5 Gol.@ 36" O.C. 18 8 1 Gal.@48"0.C. CACTUS+SUCCULENTLEGEND SYMBOL SIZE QTY. ® 1 Gol.@18"0.C. 69 0 1 Gal.@30" O.C. 45 § 5 Gal,@36" O.C. 75 @ 5Gol.@36"0.C. 18 ® 1 Gol. @ 16" O.C. 183 ORNAMENT AL GRASS LEGEND SYMBOL SIZE QTY. @ 1 Gal. @ 30" O.C. 74 BOTANICAL NAME COMMON NAME REMARKS Carissa macrocorpo 'Green Carpet' Prostrate Natal Plum Lantana 'Golden Spreader' Dwarf Yellow Lantana Salvia x 'Bee's Bliss' Bee's Bliss Sage T ecoma slans Yellow Bells T ec:oma 'Oompa Loompa' Dwarf Yellow Bells Westringio frutlcosa 'Blue Gem' Blue Gem Coast Rosemary .. WHtringia fruticosa 'Grey Box' Dwarf Coast Rosemary Westringia fruticoso 'Mundi' Coastal Rosemary BOTANICAL NAME COMMON NAME REMARKS Aloe rudikoppe Litle Gem Aloe Aloeverc Medicinal Aloe Crassula ovata 'Gollum' GolumJade Crossulo 'Ripple Jade' Ripple Jade Senecio mandraliscae 'Blue Chalk Sticks' No Common Name BOTANICAL NAME COMMON NAME REMARKS Lomandra longifolia 'Breeze' No Common Name ~ •• 11 TRIBUTJiRY LANDSCAPE ARCf.llT!eCTURE TRI BUT ARY LA, INC. 2725 Jefferson Street, Suite 14 Carlsbad, CA 92008 I 7 60.434. 9300 WUCOLS SPECIFICATIONS (Plant Fodor) (Mt. X Width) L 6•xl2" L 6"'x6" L 14" X 14" L 14"xl4" L 14"x14" L 10"x10" L 10" x 10" L 6" x 10" WUCOLS SPECIFICATIONS (Plant Fodor) (Ht. X Width) L a·x6" L 12• X 6" L lO"xlO" L l0"xl0" L 4•x6" WUCOLS SPECIFICATIONS (Plant Factor) (Ht.X Width) L 12"x6" EXISTING SHRUB LEGEND SYMBOL AA CG CM OS LS MS NO PT RC RS BOTANICAL NAME Agopanthus africanus Carissa macrocarpa Clivia miniata Dietes species Lantana species Microlepio species Nerium oleander Pittosporum tobirc Rhaphiolepi5 indica 'Clara' Rhaphiolepis species \\\\\\\\\\\\\\ 1111111 1111 111111111111111 1111111 11111 DA l!W IN KEYMAP 111111111 SEE SHEETS LP-3 FOR PLANTING DETAILS SEE SHEET LP-4 FOR PLANTING SPECIFICATIONS 0 ._lll)SCN>f ~ \. -f,9, ~~ o.~ 1c\l. Brau1t9,. ~ 1.• +o ~ :J • ~.. (1\ -~ () _, ... 1lguiurt 31 N~v 25 ~ , .. ta,~,* .. 1¥,l/¥A 24 :ot-r.P • • ~ -1,-<!' OF c,-1.1"0'1' Project._, ____ .. ,. _____ , ____ 23.013 DATE INITIAL Scale .. -----··---····-· .......... 1· • 10' DESIGNER OF WORK REVISION DESCRIPTION --- COMMON NAME Lily-of-the-Nile Natal Plum Kalli, Lily Fortnight Lily No Common Name No Common Name Oleander Mock Orange Indian l-lawthorn Indian l-lawthorn SEE SHEETS LD-5, LTP-5, LSP-5 ---------------SEE SHEETS ---LD-4, LTP-4, LSP-4 ------------------SEE SHEETS LD-3, LTP-3, LSP-3 SEE SHEETS LD-2, LC-2, U-2, LTP-2, LSP-2 SEE SHEETS LD-1, LC-1, Ll-1, LTP-1, LSP-1 ~ 5 10 20 DATE INITIAL DATE INITIAL O'THER APPROVAL CITY APPROVAL APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS LSP-2 "AS BUil T" TITLE EXP. DATE REVIEWED BY: INSPECTOR DATE 1 s~~ET 11 CITY OF CARLSBAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR, DARWIN COURT 5935 Darwin Court, Carlsbad, CA 92008 LANDSCAPE SHRUB PLANTING PLANS I APPROVED:~ dq. ... I 11/rJ_r.4- PLANNING DWN BY: PROJECT NO. DRAWING NO. CHKD BY: LPC-2024-0014 RVWD BY: DEV2024-0073 548-8L II I • "¢ N 1-u 0 r- •• LU ~ C z <:( ..J a. SECTION LEGEND (I] TREE-SEE PLANS m LAYEROFMULCl-l(SEEPLANTING SPECIFICATIONS FOR DEPTI-I) KEEP MULCI-I OUT OF TREE BASIN. [I) FINISH GRADE. rn NATIVESOIL m BACKFILL-PER SPECIFICATIONS m TREEROOTBALL-PLACEONNATIVESUBGRADE • KEEP CROWN 1" ABOVE GRADE FOR 5 + 15 GAL. TREES • KEEP CROWN 4" ABOVE GRADE FOR 24" BOX AND GREATER m WIDTI-I EQUALS l ~ TIMES THE DIAMETER OF ROOTBALL I!] ROOTBALL DEPTI-I @ WATER BASIN (4" 1-1 EIGI-ITI [§I FERTILIZER TABLETS(PER PLANTING SPECIFICATIONS) NOTE, • ALL TREES IN TURF AREA TO RECEIVE 18" DIA.OF MULCI-I AROUND TRUNKS. ! --~-LT E_E_P_L_AN_T_I_NG------'-CN_O_N_-_s L_O_P_E ____ ) --@ m SECTION LEGEND (I] SI-IRUB -SEE PLANTING LEGEND m KEEP CROWN l" ABOVE FINISH GRADE [I) LA YER OF MULCH (SEE PLANTING SPECIFICATIONS FOR DEPTH) KEEP MULCH 3" AWAY FROM BASE OF SHRUBS 5 GAL. & SMALLER rn FINISHGRADE m AMENDED BACKFILL m FERTILIZER PACKETS (SEE PLANTING SPECIFICATIONS) m PLACE ROOTBALL ON NATIVE SUBGRADE (SEE PLANTING SPECIFICATIONS) I!] WIDTH EQUALS TWICE THE CONTAINER SIZE (12" MIN. FOR LINERS) m CONTAINER DEPTI-I (12" MIN. FOR LINERS) : -~~-LT R_U_B_P_L_AN_T_I_NG _____ ------,® _N_O_T_AS_S_IG_N_E_D _______ CD S:\2023 Projects\23.013 Darwin Court bldg\Dr □wing Files\CD\PDETS.dwg\LP-3\25 Oct 2024 9:31 Af.l by: Glen SECTION LEGEND (I] RUBBER GARDEN I-IOSE m 12GA.GALV. WIRE(NOTTOBESPLICED) 3/8" OR 5/16" 0.0. X /062 WT. POLYETHELENE TUBING BY WARD MANUFACTURING (714) 631-5055 [I) KEEP CROWN l " -2" ABOVE FINISI-I GRADE rn LAYER OF MULCH (SEE PLANTING SPECIFICATIONS FOR DEPTI-I) KEEP MULCI-I 3" AWAY FORM BASE OF TREES 5GAL.AND SMALLER.6" AWAY FROM BASE OF TREES 15 GAL AND LARGER [[) ROOTBALL, SEE PLAN FOR CONTAINER SIZE II) FERTILIZER PACKETS PER SPECIFICATIONS (TI 2" X 4" X 3'-0" LONG RWD. DEADMEN m AMENDED BACKFILL m WIDTI-I EQUALS TWICE Tl-IE CONTAINER DIAMETER [QI PLACE ROOTBALL ON NA TIYE SUBGRADE [j] WATER BASIN (6" I-IEIGI-IT) lj] FINISH GRADE TREE GUYING @ --------8 TRE-GUY SPACING"D" ROW"A" DISTANCE DISTANCE BETWEEN BETWEEN PLANTS ROWS 6"0.C. 5.20"0.C. 8"0.C. 6.93"0.C. 10" o.c. 8.66"0.C. 12" o.c. 10.40"0.C. 15" o.c. 13.00"0.C. 18"0.C 15.60"0.C. 24"0.C. 20.80"0.C. 30"0.C. 26.00"0.C. 36"0.C. 30.00"0.C. 42"0.C. 36.37"0.C. 4'0.C. 3.46'0.C. 5•0.c. 4.33'0.C. 6'0.C. 5.20'0.C. 8'0.C. 6.95'0.C. 10'0.C. 8.66'0.C. 12'0.C. 10.40'0.C. 15'0.C. 13.00'0.C. 20'0.C. 17.30'0.C. 25'0.C. 21.65'0.C. 30'0.C. 26.00'0.C. •OF PLANTS PER S.F. TRIANGULAR SPACING 4.6154 2.5974 1.6628 1.1538 0.7385 0.5128 0.2885 0.1846 0.1333 0.0943 0.0723 0.0462 0.0321 0.0180 0.0115 0.0080 0.0051 0.0029 0.0018 0.0013 "D" TRIANGULAR PLANT SPACING CI-IART # OF PLANTS= SF/("D") X "A" s_SI-IB~-PA R_U_B_P_LA_N_T_S_P_A_C_E _____ ® _NO_T_A_S_S_IG_N_E_D _____ ------,Q) LEGEND DJ LODGE POLE STAKE (SEE PLANTING SPECIFICATIONS). PLACE AT OUTSIDE EDGE OF ROOTBALL. m (2) CINCI-I-TIES WITI-I ONE TWIST. NAIL TIE TO ST AKES W / GALVIN IZED ROOFING NAIL WRAP LOOSEL V TO TREE. [I) TREE-SEE TREE PLANTING DETAILS rn FINISI-I GRADE NOTES, • IMAGINARY LINE BETWEEN STAKES & TREE SI-IALL BE PARALLEL TO PREVAILING WIND DIRECTION • SEE TREE PLANTING LEGEND IF STAKING IS REQUIRED. ! --~-T2-~- 0 ~_S_T A_K_I N_G_( _____ D_O_U_BL_E-'--) ---@ _NO_T_A_S_S_IG_N_E_D ______ @ NOT ASSIGNED ® 111 ._"°SCAP~ ~ \. . ,f~ ~~ 1:,.•I ,c:k Brau11-9_. ~ ,1 "' '<'. '%;.., ~ () '~ ...... 1, ~ ~±\·II ~ _. TRIBUTJiRV ~1 N~v;I:~ renewal~,* 1( 14t:f.24 '.'t' LANDSCAPE: ARCI-IITE:CTURE:: f.9;,, • • ,£:-.,, !'. o<f-~ OF Cf>,\.1~ TRIBUTARY LA, INC. 2725 Jefferson Street, Suite 14 Carlsbad, CA 92008 Project ______________ ,. ____ 23.013 DATE INITIAL SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS LEGEND [I] FINISI-I GRADE m WATERBASIN [I) AMENDED BACKFILL MIX AS REQUIRED rn PLACE ROOTBALL ON NATIVE GRADE m ROOT BALL, SEE PLAN FOR CONTAINER SIZE m MULCI-I IF REQUIRED, SEE PLANTING SPECIFICATIONS (TI CURBORPAVING I!] FERTILIZER TABS, SEE PLANTING INSTRUCTIONS m ROOT BARRIER W/ GRAVEL BACKFILL, SEE PLANTING SPECIFICATIONS. ROOT BARRIER SHALL BE LOCATED PARALLEL TO ALL PAVING SURFACES [§I AMENDED BACKFILL MIX [j] WIDTI-I EQUALS TWICE Tl-IE CONTAINER DIAMETER -~T?-BAR O_T_BA_R_R_IE_R _______ ® _NO_T_A_S_S_IG_N_E_D ______ @ LP-3 "AS BUil T" TITLE EXP. DATE REVIEWED BY: INSPECTOR DATE 1 s~~ET 11 CITY OF CARLSBAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR, DARWIN COURT 5935 Darwin Court, Carlsbad, CA 92008 LANDSCAPE PLANTING DETAILS I APPROVED: ~ rll q I • 11 /t.1_[1.~ PLANNING DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: LPC-2024-0014 t 760.434.9300 Scale_MMM ..... ___ .......... __ DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: DEV2024-0073 548-SL ll ~ N 1-u 0 r- •• UJ I-<( C z <( ..J C. LANDSCAPE PLANTING SPECl~ICATIONS SCOPE: 1. 2. 3. PROVIDE LABOR, MATERIALS, TOOLS, PERMITS, TAXES AND ALL OTHER COSTS CONSIDERED AS NECESSARY TO COMPLETE PLANTING WORK AS INDICATED AND SPECIFIED WITHIN THESE PLANS BY TRIBUTARY LA, INC. THE INSTALLATION SHALL BE COMPLETE IN EVERY RESPECT TO THE SATISFACTION OF THE OWNER. GENERAL CONDITIONS: A. THE CONTRACTOR SHALL BE LICENSED OR CERTIFIED BY THE STATE OF CALIFORNIA, FOR THE TYPE OF WORK SHOWN ON THE PLANS. B. THE CONTRACTOR SHALL CARRY ALL NECESSARY COMPENSATION AND LIABILITY INSURANCE TO COVER HIS WORKERS AND INSTALLATION SO AS TO OFFER FULL PROTECTION TO THE OWNER FROM ANY POSSIBLE DAMAGE SUIT OR LIEN ON THE OWNER'S PROPERTY. C, LOCAL, MUNICIPAL AND STATE CODES, LAWS, RULES, AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY MADE A PART OF THESE PLANS AND SPECIFICATIONS. D. THE PLANTING DESIGN AS INDICATED ON THE PLANS IS DIAGRAMMATIC. SCALED DIMENSIONS ARE APPROXIMATE. VERIFY ALL SITE DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK. E. DO NOT PROCEED WITH ANY WORK SHOULD THERE BE ANY UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES FOUND ON THE SITE OR ANY DISCREPANCIES WITHIN THE PLANS. IMMEDIATELY BRING DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. IF NOTIFICATION IS NOT PERFORMED THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR NECESSARY REVISIONS. F. THE CONTRACTOR SHALL NOTE ALL EXISTING FINISH GRADES PRIOR TO COMMENCING WORK. RESTORE FINISH GRADES CHANGED DURING THE COURSE OF THE WORK TO ORIGINAL CONTOURS OR INTENDED CONTOURS WHERE PRACTICAL. G. THE INSTRUCTIONS TO BIDDERS, FROM TRIBUTARY LA. INC., SHALL BE COI-IPLETED AND RETURNED TO THE OWNER'S REPRESENTATIVE WITH THE BID BY THE CONTRACTOR AND SHALL BE A PART OF THESE PLANS. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ABSENCE OF INSTRUCTION TO BIDDERS. H. UPON AWARD OF THE CONTRACT, THE CONTRACTOR SHALL IMMEDIATELY LOCATE, ORDER AND PURCHASE, OR HAVE HELD, ALL SPECIFIED PLANT MATERIAL EXCLUDING PRE-SELECTED PLANT MATERIAL. I. THE SITE SHALL BE KEPT CLEAN AND FREE OF EXCESS EQUIPMENT, I-IATERIALS, AND RUBBISH INCIDENTAL TO THE WORK DURING THE CONSTRUCTION AND MAINTENANCE PERIOD. J. THE OWNER'S REPRESENTATIVE SHALL HAVE THE RIGHT TO MAKE MINOR CHANGES IN THE PLANTING DESIGN AND INSTALLATION AT NO ADDITIONAL CHARGE. K. PRIOR TO EXCAVATION FOR PLANTING, OR PLACING OF STAKES, LOCATE UTILITIES, ELECTRIC CABLES, CONDUITS, SPRINKLER LINES, HEADS, VALVES, AND VALVE CONTROL WIRES, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWE£N SUCH LINES AND PLANT LOCATIONS, PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT TO ARRANGE FOR RELOCATION OF ONE OR THE OTHER. FAILURE TO FOLLOW THIS PROCEDURE PLACES THE RESPONSIBILITY ON THE CONTRACTOR FOR MAKING REPAIRS AT HIS EXPENSE FOR DAMAGES RESULTING FROM WORK HEREUNDER. L. NOTIFY LANDSCAPE ARCHITECT IN WRITING OF SOIL OR DRAINAGE CONDITIONS ENCOUNTERED DURING PLANTING OPERATIONS WHICH ARE DETRIMENTAL TO GROWTH OF PLANT MATERIAL. SUBMITTALS1 A. SOILSANALYSIS1 B, c. 1. AGRICULTURAL SUITABILITY TEST REPORT FOR ON SITE SOIL AND ON-SITE TOPSOIL. a. b. c. d. e. f. THE CONTRACTOR SHALL SUBMIT A REPORT TO THE OWNER'S REPRESENTATIVE PRIOR TO ORDERING SOIL AMENDMENTS OR PLANT MATERIALS. AFTER ROUGH GRADING, SOIL SAI-IPLES SHALL BE TAKE FROM A SERIES OF LOCATIONS REPRESENTING AND ADEQUATE CROSS SECTION OF CONDITIONS AT A DEPTH OF 6" TO 12", WITHIN PROPOSED PLANTING AREAS. SUBMIT SAMPLES TO, SUNLAND ANALYTICAL LAB 11419 SUNRISE GOLD CIRCLE RANCHO CORDOVA, CA 95742 (916) 852-8557 REQUEST TESTING FOR AGRICULTURAL FERTILITY AND SUITABILITY (TEST NO. LTP-4 -1A) WITH WRITTEN RECOMMENDATIONS FOR SOILS AI-IENDI-IENT, PLANTING AND POST-MAINTENANCo FERTILIZATION PROGRAMS. THo H:ST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING, 1. ORGANIC MATTER CONTENT 2. NITROGEN, PHOSPHORUS, POTASSIUM 3-pH 4, EC s. SOIL TEXTURE 6. RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATIONS THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY AND THE LANDSCAPE ARCHITECT. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. SOILS REPORT RECOMMENDATIONS SHALL TAKE PRECEDENCE OVER THE AMENDMENT AND FERTILIZER RATES SPECIFIED IN THoSo PLANS. PLANT MATERIALS, 1. SUBMIT DIGITAL COLOR PHOTOGRAPHS 30 DAYS PRIOR TO INSTALLATION TO THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE OF EACH SPECIFIED TREE, SHRUB, AND GROUNDCOVER TAKEN AT THEIR SOURCES FOR APPROVAL. THE PHOTOS SHALL BE OF THE PLANT MATERIAL TO BE DELIVERED TO THE JOBSITE. ALL PLANT MATERIAL DELIVERED SHALL BE OF EQUAL OR BETTER QUALITY AS THE PHOTO GIVEN AS A REPRESENTATIVE SAMPLE. 2. IF ANY PLANT MATERIAL SPECIFIED IS NOT OBTAINABLE, SUBMIT A WRITTEN SUBSTITUTION REQUEST TO THE LANDSCAPE ARCHITECT DURING THE BIDDING PERIOD. 3-ALL ROSE, AND SUCCULENT SPECIES ARE AVAILABLE THROUGH WATERWISE BOTANICALS (760) 728-2641. WRITTEN GUARANTEE, 1. ALL TREES SHALL BE GUARANTEED, IN WRITING, TO LIVE IN A HEALTHY CONDITION FOR 1 VEAR FOLLOWING THE DATE OF COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD. THIS DATE SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE AT THE TIME OF THE FINAL MAINTENANCE WALKTHROUGH. S. \2023 ProJects\23.013 Darwin Court bldg\Drcwing Files\CD\PSPECS.dwg\LP-4\25 Oct 2024 9: 31 AM by: Glen 2. REPLACE DEAD, DAMAGED, OR UNHEALTHY TREES, PER THE ORIGINAL DETAILS IMMEDIATELY UPON NOTIFICATION BY THE OWNER'S REPRESENTATIVE. (THIS WILL BE AT NO COST TO THE OWNER.) REPLACEMENT TREES SHALL MEET THE SAME SPECIFICATIONS AS THE ORIGINAL TREES. REPLACEMENT TREES SHALL BE GUARANTEED FOR 1 YEAR, FOLLOWING THEIR INSTALLATION AS DETERMINED BY THE OWNER'S REPRESENTATIVE. 3. ALL SHRUBS AND GROUNDCOVER SHALL BE GUARANTEED FOR THE LENGTH OF THE MAINTENANCE PERIOD. D. STATEMENTS OF CONFIRMATION, THE CONTRACTOR SHALL SUBI-IIT TO THE OWNER'S REPRESENTATIVE, THE FOLLOWING ITEMS, 1. SUBMIT, AT THE TIME OF DELIVERY, INVOICE STATEMENTS FOR ORGANIC AMENDMENTS AND FERTILIZERS CERTIFYING DELIVERY TO THE SITE AND QUANTITIES BY BULK AND/OR WEIGHT. 2. SUBMIT SUPPLIER'S STATEMENTS OF CONFIRMATION RECORDING COMPLIANCE OF ORGANIC AMENDMENTS AND FERTILIZERS WITH THESE SPECIFICATIONS. 3, SUBMIT CERTIFICATES FOR THE FOLLOWING ITEMS UPON DELIVERY TO THE JOB SITE, a. QUANTITY OF COMMERCIAL FERTILIZER AND ORGANIC FERTILIZER. b. QUANTITY OF SOIL AMENDMENTS. c. QUANTITY OF OTHER SOIL ADDITIVES PER AGRONOMIC SOILS TEST REPORT. 4, SUBMIT WRITTEN CERTIFICATE OF DELIVERY OF CONTAINER OR BULK MATERIALS. 5. SUBMIT WRITTEN CERTIFICATE OF QUANTITY AND QUALITY OF PLANT MATERIALS. MATERIALS: A. GliNliAAL, 1. PROVIDE MATERIALS OF BEST QUALITY OBTAINABLE WHICH COMPLY WITH THE PLANS. 2. NO SUBSTITUTION OF SPECIFIED MATERIALS SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE. B. WEED CONTROL, 1. PRE-PLANTING HERBICIDE, ROUNDUP OR EQUAL. 2. PRE-EMERGENT WEED CONTROL, RONSTAR-G, TREFLAN, EPTAM, OR EQUAL C. ORGANIC AMliNDMliNTS, DERIVED FROM WOOD OR BARK, GRANULAR IN NATURE, STABILIZED WITH NITROGEN, FORTIFIED WITH MINERALS AND HAVING THE FOLLOWING PROPERTIES, 1. PARTICLE SIZE, a. MINIMUM 95% PASSING A 4 MESH SCREEN. b. MINIMUM 80% PASSING AN 8 MESH SCREEN. 2. NITROG£N CONTENT, (ALL VALUES BASED ON DRY WEIGl-lT) 0.5% FOR REDWOOD SAWDUST, 0.7% FOR FIR SAWDUST, 1.0% FOR CEDAR SAWDUST, 1,0% FOR FIR OR PINE BARK. PINE SAWDUST IS NOT ACCEPTABLE. 3, SALINITY, CONDUCTIVITY 3,5 MILLIMHOS/CM AT 2s•C OR LESS AS DETERMINED IN SATURATION EXTRACT CONDUCTIVITY. 4, ORGANIC CONTENT, MINIMUM 90% BY WEIGHT. D. FliRTILIZliRS AND MINliRALS, E. 1. PROVIDE COMMERCIAL FERTILIZER, UNIFORM IN COMPOSITION, FREE- FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, DELIVERED TO THE SITE IN UN-OPENED CONTAINERS, EACH FULLY LABELLED ACCORDING TO APPLICABLE FERTILIZER LAWS, AND BEARING THE NAME OR MARK OF Tf.lE MANUFACTURER. 2. 3, s. 6. 7, 8. 10. 11. COMMERCIAL FERTILIZER, a. SOIL PREPARATION b. c. WEED CONTROL MAINTENANCE, • • • • FERTILIZER TYPE SHALL BE BASED ON RECOMMENDATION GIVEN IN THE SOILS ANALYSIS BY 'SOIL AND PLANT LABORATORY'. SOIL SULFUR, FIRST QUALITY COMMERCIAL GRADE. 95% MINIMUM ELEMENTAL SULFUR. TAI-C HUMATE PLUS, COMMERCIAL GRADE ORGANIC SOIL CONDITIONER WITH 25% HUMIC ACID AND 7'1'CALCIUM AND 5%SULFUR. FOR ALL TRI-C PRODUCTS, REFrn TO WWW.TRI-COAGAN!CS.COM OR (800)927.3311 TRI-C HUMATE, COMMERCIAL GRADE ORGANIC SOIL CONDITIONER WITH 40% HUMIC ACID. TRI-C 6-2-4, COMMERCIAL GRADE ORGANIC SOIL CONDITIONER/FERTILIZER WITH 20% HUMIC ACID, 6% NITROGEN, 2% PHOSPHORUS, 4% POTASH, AND 5% SULFUR TRI-C IRON WITf-1 MICRONUTRIENTS, NON-STAINING IRON (10% IRON SUCRATE), WITH 13% CALCIUM, 6% SULFUR, 5% MAGNESIUM, 2% MANGANESE AND 1% NITROG£N. TRI-C ENDO NET AMI, ENDO NET ARBUSCULAR MYCORRHIZAL INOCULUM IRON SULFATE [(FE2 (504)], FIRST QUALITY COMMERCIAL GRADE 20% I-IINIMUM FE, AS I-IETALLIC. AGRICULTURAL GYPSUM (CALCIUM SULFATE, CA 504 2HO), FIRST QUALITY COMMERCIAL GRADE, 23% CA. CALCIUM CARBONATE LIME, FIRST QUALITY COI-IMERCIAL LIME. TRI-C MYCORRHIZAL PACKETS, 7 GRAM MYCO PAKS, WITH 10% HUMIC ACID, AND MYCORRHIZAL FUNGI AT A MINIMUM RATE oF 100 PROPAGULES/CC PLANT MATERIAL, l, 2. 3, QUALITY, HEALTHY. VIGOROUS, NORMAL HABIT; FREE OF WEEDS, INSECT INFESTATION, PLANT DISEASE, SUN SCALDS, BROKEN FOLIAGE, ABRASIONS OF THE BARK, AND OTHER DISFIGUREMENTS. QUALITY IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS SHALL BE DETEAMINED BY THE OWNER'S REPRESENTATIVE. SIZE, THAT NORMALLY EXPECTED FOR COMMERCIALLY AVAILABLE NURSERY STOCK FOR SPECIES/VARIETIES SPECIFIED IN THESE PLANS. THE ROOT SYSTEM SHALL FILL THE CONTAINER BUT NOT BE ROOT BOUND. SIZE IN ACCORDANCE WITH THESE SPECIFICATIONS SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE. REJECTION OR SUBSTITUTION, REMOVE REJECTED PLANT MATERIAL FROM THE SITE IMMEDIATELY AND REPLACE AT NO ADDITIONAL COST TO THE OWNER. SUBSTITUTIONS SHALL NOT BE PERMITTED UNLESS EXPRESSED CONSENT 15 RECEIVED FROM THE OWNER'S REPRESENTATIVE. PROTECTION, HANDLE AND STORE PLANT MATERIALS TO PROTECT FROM SUN, WIND, AND OTHER INJURIES OR DAMAGE. INJURY OR DAMAGE SHALL BE CAUSE FOR REJECTION EVEN AFTER INITIAL REVIEW. 5. s. QUANTITIES, CIRCLES, DOTS, OR OTHER PLANT SYMBOLS USED WITHIN THE PLANS ARE THE AUTHORITY TO PLANT COUNTS AND SHALL DETERMINE QUANTITIES PROVIDED. QUANTITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND ARE ONLY FOR THE CONVENIENCE OF THE CONTRACTOR. PLANT SYMBOLS AND/OR "ON CENTER" SPACING TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. CONTRACTOR SHALL INFORM OWNER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS SHOWN. F. MULCl,h l, MULCH SHALL BE 1/2" TO 3" "FOREST MULCH", AS MANUFACTURED BY AGRI SERVICE INC. (800) 262.4167 2. CONTRACTOR TO SUBMIT (3) LABELED SAMPLES IN (1) GALLON PLASTIC ZIPLOC BAGS OF MULCH FOR APPROVAL PRIOR TO ORDERING. G. ACCESSORIES, 1. TREE TIES, COMMERCIALLY MANUFACTURED TIES FROM VIRGIN FLEXIBLE VINYL MEETING ASTM-D-412 STANDARDS FOR TENSILE STRENGTH. MATERIAL SHALL BE BLACK FOR ULTRAVIOLET RESISTANCE. TREE TIES SHALL BE AMNUFACTURED WITH A DOUBLE BACK LOCKING CONFIGURATION AND SECURED WITH ONE GALVANIZl,D NAIL TO PRl,VENT SLIPPAGI,. 2. TREE STAKES, 12' LONG X 2" DIAMETER, STRAIGHT GRAINED LODGE POLE PINE, FREE OF KNOTS, CHECKS, SPLITS AND DISFIGUREMENTS, TREATED WITH CHROMATED COPPER ARSENATE. TRISTANIA CONFERTA (BRISBANE BOX) SHALL BE STAKED WITH 16' LONG X 2· DIAMETER GALVINIZED STEEL POLE, PAINTED MATTE BLACK 3. TREE TRUNK PROTECTORS, MANUFACTURED BY V.I.T. COMPANY, INC., 2o63 WINEYARD PLACE, ESCONDIDO, CA 92029, (800)129-1314. 4, GUY WIRES, 12 GAUGE GALVANIZED WIRE; NOT TO BE SPLICED. s. GUY WIRE HOSE, 3/8" OR 5/16° X.062" WT POLYETHYLENE TUBING. 6. ROOT BARRIER, COPOLYMER POLYPROPYLENE, INJECTION MOLDED, .080 THICKNESS ROOT BARRIER AS MANUFACTURED BY DEEP ROOT CORPORATION, (800) 458-7668. USE MODEL NO. UB 24-2 ADJACENT TO CURBS AND PAVED SURFACES. USE MODEL NO. UB 36-2 OR UB 48-2 ADJACENT TO RETAINING WALLS OR BUILDING FOOTINGS. SEE PLANS AND DETAILS FOR LOCATIONS. INSTALLATION: A. PliRCOLATION TESTING, 1. UPON COMPLETION OF THE PLANTING DEMOLITION, THE OWNER'S REPRESENTATIVE SHALL IDENTIFY A TYPICAL LOCATION FOR 1 OF THE TREES TO BE ADDED, THE CONTRACTOR SHALL EXCAVATE THE PIT FOR THE TREE PER THE PROJECT SPECIFICATIONS AND DETAILS. 2. WITH THE OWNER PRESENT, THE CONTRACTOR SHALL FILL THE PIT WITH WATER TO A DEPTH OF 12", IF POSSIBLE. THE LENGTH OF TIME REQUIRED FOR THE WATER TO PERCOLATE INTO THE SOIL, LEAVING THE PIT EMPTY, WILL BE MEASURED BY THE CONTRACTOR AND VERIFIED BY THE OWNER'S REPRESENTATIVE. 5-WITHIN 6 HOURS OF THE TIME THE WATER HAS DRAINED FROM THE PIT THE CONTRACTOR, WITH THE OWNER PRESENT, SHALL AGAIN FILL THE PIT WITH WATER TO A DEPTH OF 12•. IF WATER DOES NOT COMPLETELY PERCOLATE INTO Tl-lE SOIL WITHIN 9 HOURS A DETERMINATION WILL BE MADE BY THE OWNER AS TO WHETHER OR NOT A DRAINAGE SYSTEM TO EACH TREE WILL BE REQUIRED. B. WEED CONTROL, 1. MANUALLY REMOVE ALL EXISTING WEEDS AND GRASSES AND REMOVE FROM SITE. 2. NO PRE-EMERGENT HERBICIDE SHALL BE USED IN LANDSCAPE AREAS TO BE SEEDED. 3, CONTRACTOR SHALL OBTAIN APPROVAL FROM THE OWNER TO APPLY ANY HERBICIDE, INSECTICIDE, FUNGICIDE, OR OTHER CHEMICALS TO BE USED ON SITE. CONTRACTOR SHALL ABIDE BY ALL APPLICABLE GOVERNMENTAL STANDARDS REGULATING THE APPLICATION OF ANV CHEMICALS AND SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS. ALL WORKERS APPLYING SUCH CHEMICALS SHALL BE LICENSED IF REQUIRED BY LAW. C. DliLIYliRY ANDS TO RAGE, 1. CONTRACTOR SHALL DELIVER SOIL AMENDMENTS TO THE SITE IN THE ORIGINAL UN-OPENED CONTAINERS, BEARING THE MANUFACTURER'S GUARANTEED CHEMICAL ANALYSIS, NAME, TRADE NAME OR TRADEMARK, AND STATEMENT INDICATING CONFORMANCE TO STATE AND FEDERAL LAW. IN LIEU OF CONTAINERS, SOIL AMENDMENTS MAY BE FURNISHED IN BULK. A CERTIFICATE INDICATING THE ABOVE INFORMATION SHALL ACCOMPANY EACH DELIVERY. 2. CONTRACTOR SHALL ARRANGE FOR OWNER'S REPRESENTATIVE TO CERTIFY ALL UN-OPENED FERTILIZER PACKAGES ON SITE. FERTILIZER PACKAGES SHALL NOT BE REMOVED FROM SITE UNTIL AFTER INCORPORATION INTO SOIL AS PER SPECIFICATIONS, AND ONLY WHEN DIRECTED BY OWNER'S REPRESENTATIVE. 3, CONTRACTOR SHALL STORE AND PROTECT PLANTS NOT INSTALLED ON THE DAY OF ARRIVAL AT THE SITE. D. SOIL PREPARATION, THE CONTRACTOR SHALL HAVE OBTAINED RESULTS FROM SOIL TESTING TO DETERMINE IF SOIL IS TO BE IMPORTED OR IF ON SITE SOIL WILL BE AMENDED. FINISH GRADING, MOUNDING, SOILS TESTING AND WEED CONTROL SHALL BE COMPLETED PRIOR TO SOIL PREPARATION. t AMENDING ON SITE SOIL, a. CROSS-RIP ON GRADE PLANTING AREAS TO A DEPTH OF 10"-12" IN 2 DIRECTIONS. 111 t~ TRIBUTARY LANDSCAPE. ARCHITECTURE TRIBUTARY LA, INC. 2725 Jefferson Street, Suite 14 Carlsbad, CA 92008 t 760.434.9300 E. G. b. APPL V PER 1,000 SQ. FT. OF PLANTING AREA (EXCLUDING SLOPES GREATER THAN 2,1). THESE RATES MAY BE ADJUSTED BY THE SOILS REPORT AND ARE FOR BIDDING PURPOSES ONLY, ORGANIC AMENDMENT COMMERCIAL FERTILIZER SOIL SULFUR __.L_ CU. YDS. ~ LBS. -1L LBS. TRI-C HUMATE _,!jQ_ LBS. AGRICULTURAL GYPSUM 100 LBS. c. BROADCAST THE ORGANIC SOIL AMENDMENTS UNIFORMLY OVER SURFACE OF THE AREA TO BE TREATED. INCORPORATE INTO THE SITE SOIL BY CULTIVATION, SPADING, OR ROTO-TILLING, TO A DEPTH OF 6" AND FINE GRADE TO SPECIFIED DEPTH BELOW ADJACENT PAVING AND CURBS. REMOVE FROl-1 ALL PLANTING AREAS, ROCKS, AND DEBRIS LARGER THAN 1• AND REMOVE FROM THE SITE. CLEAN MINERAL AND AMENDMENT STAINS FROM PAVING. 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 DUST WILL FORM IN THE AIR. WATER SHALL BE APPLIED, IF NECESSARY, TO PROVIDE IDEAL MOISTURE CONDITIONS. 2. BACKFILL MIX, a. STANDARD BACKFILL MIX, USE ON-SITE SOIL BASED ON THE SOILS REPORT. THIS MIX IS FOR BIDDING ONLY. BLEND PER CUBIC YARD, ON-SITE SOIL ORGANIC AMENDMENT TRI-C HUMATE TRI-C IRON W/ MICRONUTRIENTS AGRICULTURAL GYPSUM F ERTi LIZER (6-20-20) 3 PARTS BY VOLUME 1 PART BY VOLUME 6 LBS PER CUBIC YARD OF MIX 2 LBS PER CUBIC YARD OF MIX 5 LBS PER CUBIC YARD OF MIX 1.5 LBS PER CUBIC YARD OF MIX FINISM GRADING, 1. PRIOR TO THE COMMENCEMENT OF PLANTING OPERATIONS, COMPLETE FINISH GRADING AS SPECIFIED. 2. WHEN PRELIMINARY GRADING, INCLUDING WEEDING AND FERTILIZING HAS BEEN COMPLETED, AND THE SOIL HAS DRIED SUFFICIENTLY TO BE READILY WORKED, PLANTING AREAS SHALL BE GRADED TO UNIFORM LEVELS OR SLOPES AT A MINIMUM OF 2%. MINOR ADJUSTMENTS TO FINISH GRADES SHALL BE MADE IN THE DIRECTION OF THE FLOW. LOW SPOTS AND POCKETS SHALL BE GRADED TO DRAIN PROPERLY. GRADING SHALL BE DONE WHEN SOIL IS AT OPTIMUl-1 MOISTURE CONTENT FOR WORKING. ROCK AND DEBRIS MORE THAN 1" IN DIAMETER SHALL BE REMOVED FROM THE SITE. PLANTING 1. TREES, SHRUBS AND VINES, a. THE OWNER'S REPRESENTATIVE SHALL APPROVE THE PLACEMENT OF ALL PLANT MATERIAL BEFORE PLANTING PITS ARE EXCAVATED, THE CONTRACTOR SHALL LAYOUT PLANT LOCATIONS FOR SHRUBS OR PLACE SPECIFIED QUANTITIES OF PLANTS IN CONTAINERS AT LOCATIONS SHOWN ON PLANS. CONTRACTOR SHALL LOCATE ALL TREES WITH MARKER STAKES TO INDICATE THE LOCATION. CONTRACTOR SHALL HAVE ALL PLANT MATERIAL LOCATED PRIOR TO THE SITE VISIT BY THE OWNER'S REPRESENTATIVE. b. INSTALL PLANT MATERIALS AS SOON AS SITE IS AVAILABLE AND WEATHER CONDITIONS ARE SUITABLE FOR PERFORMANCE AND THE SEQUENCE OF THE SPECIFICATIONS. DO NOT PLANT IF THE SOIL IS EXCESSIVEL V WET. c. EXCAVATE PLANT PITS 2 TIMES WIDER THAN THE PLANT CONTAINER. EDGES SHALL BE 6" OR MORE AWAY FROM CURBS AND PAVING. d. SET TREES IN CENTER OF PITS, IN VERTICAL POSITION SEE PLANTING DETAIL FOR THE HEIGHT OF THE ROOT BALL RELATIVE TO ADJACENT FINISH GRADE. BACKFILL PLANT PIT WITH BACKFILL MIX TO 1/2 THE HEIGHT OF THE ROOT BALL AND WATER. e. SET SHRUBS AND VINES IN CENTER OF PITS, IN VERTICAL POSITION SO THAT CROWN OF PLANT IS 1• ABOVE ADJACENT FINISH GRADE. BACKFILL PLANT PIT WITH BACKFILL MIX TO 1/2 THE HEIGHT OF THE ROOT BALL AND WATER. f. INSTALL MVCORRHIZIAL PACKETS, PLACE PeR THE FOLLOWING SCHEDULE, , 1 GAL. 1 7 GRAM PACKET • 5 GAL 3 7 GRAM PACKETS , 15 GAL., 24" BOX 8 7 GRAM PACKETS , 36' BOX 16 7 GRAM PACKETS g. CONTINUE BACKFILLING AND FORM SHALLOW BASIN AROUND EACH EDGE OF ROOT BALL BY DEPRESSING SOIL SLIGHTLY BELOW FINISH GRADE. FORM BASIN RIMS, KEEPING RIM WITHIN OUTER EDGES OF ROOT BALL WATER TO SATURATE ROOTS AND FINISH BACKFILL AROUND ROOT BALL. h. FINE GRADE AREAS AROUND PLANTS TO SPECIFIED FINISH GRADE AND DISPOSE OF EXCESS SOIL. i. PRUNE AND SHAPE ALL TREES, SHRUBS AND VINES, AS DIRECTED BY OWNER'S REPReSENTATIVE. j. TREES SHALL BE PLANTED AT LEAST 5' FROM ANY DRIVEWAY, DRAINAGE FLOW LINE, UNDERGROUND UTILITIES SUCH AS SEWERS, WATERLINES.GAS LINES, SIDEWALKS, AND BUILDINGS, ETC. k. PLANTINGS SHALL NOT BE LOCATED SUCH THAT THEY WOULD CAUSE A LINE OF SITE PROBLEM FOR VEHICULAR TRAFFIC. MULCl-11 1. ALL SHRUB AREAS SHALL RECEIVE 3" OF MULCH, AS SPECIFIED UNDER MATERIALS. M. I. J. APPROVED !=OR PLANTING AND IRRIGATION ONL V, INCLUDING PRECISE LOCATION 01= PLANTING AREAS ACCI: 1. TREE TIES, WHEN USED AT CONTRACTOR'S DISCRETION, INSTALL PER DETAIL 2. TREE STAKES, WHEN USED AT CONTRACTOR'S DISCRETION, INSTALL PER DETAIL 5-TREE TRUNK PROTECTORS, INSTALL TO PROTECT THE LOWEST 4' OF EXPOSED TRUNK. 4. GUY WIRES, WHEN USED AT CONTRACTOR'S DISCRETION, INSTALL PER DETAIL S. GUY WIRE HOSE, WHEN USED AT CONTRACTOR'S DISCRETION, INSTALL PER DETAIL. 6, ROOT BARRIER, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. MAINTENANCE, 1. MAINTAIN PROJECT FOR A PERIOD OF 2Q CALENDAR DAYS, FOLLOWING THE CORRECTION AND/OR COMPLETION OF PRE-MAINTENANCE WALKTHROUGH PUNCH LIST ITEMS IDENTIFIED BY THE OWNER'S REPRESENTATIVE. MAINTENANCE PERIOD SHALL NOT COMMENCE UNTIL EVIDENCE OF OWNER'S REPRESENTATIVE'S SATISFACTION IS RECEIVED IN WRITING. 2. MAINTENANCE SHALL INCLUDE BUT NOT BE LIMITED TO TRIMMING, PRUNING, WATERING, FERTILIZATION, WEED CONTROL, CULTIVATION, PEST CONTROL, CLEAN-UP, OPERATION/ADJUSTI-IENT AND REPAIR OF THE IRRIGATION SYSTEM. 3, APPLY COMMERCIAL FERTILIZER AT Tf-lE RATE RECOMMENDED BY 'SOIL AND PLANT LAB', AS REQUIRED TO ESTABLISH THRIVING PLANTS. 4. PROTECT NEWLY PLANTED AREAS FROM FOOT TRAFFIC, VANDALISM, THEFT, BURROWING OR GRAZING ANIMALS, AND EROSION. REPAIR AND REPLANT DAMAGED AREA, REPLACE DEAD, DAMAGED, OR MISSING PLANTS. s. COMPLETION OF MAINTENANCE PERIOD AND PLANT ESTABLISHMENT SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE, IN WRITING, FOLLOWING A FINAL MAINTENANCE WALKTHROUGH. CLliAN-UP, 1. UPON COMPLETION OF WORK IN THIS SECTION, CONTRACTOR SHALL REMOVE ALL TRASH, AND DEBRIS RESULTING FROM THE OPERATIONS; REMOVE UNUSED EQUIPMENT AND IMPLEMENTS OF SERVICE, LEAVE ENTIRE AREA INVOLVED IN A NEAT AND ACCePTABLE CONDITION SUCH AS TO MEET THE APPROVAL OF THE OWNER'S REPRESENTATIVE. LP-4 "AS BU I LT" TITLE EXP. DATE REVIEWED BY: INSPECTOR DATE 1------------l------l--------------+---+----+--+-------l I SH1E8ET 11 CITY OF CARLSBAD I . PLANNING DIVISION . ~LA=N=D=s=c=A:..:PE::::IM=P=R=o=v==E=M=E=NT::::::PLA=N=s::F::O::R=,==========::; Project __________ ,.,,.. 23.013 DATE INITIAL DA TE INITIAL DA TE INITIAL Scale, .. ______ .. _ .. __ ......... .. DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DARWIN COURT 5935 Darwin Court, Carlsbad, CA 92008 LANDSCAPE PLANTING SPECIFICATIONS I A _P_P_Ro_v_ED_= .... fl~•.:,,;.•...:.":........,i(,LCL......:=rr-=:,__ __ -~ul._t,_lt4~ I _PLANNING ~ . DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. LPC-2024-0014 DEV2024-0073 DRAWING NO. 548-8L II ~ N 1-u 0 •• w ~ 0 z <( ...J a.