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Home My WebLink AboutDWG 408-7L; CT 98-05; DEJONG PROPERTY; 01-21.-----~=-:=~~~~~~~-------_;_ ________________________________________________________________________________ _ RECYCLED WATER NOTES- 1 . All work shall be performed in accordance with the Carlsbad Municipal Water District's Carlsbad Reclamation Rules and Regulations for Construction of Recycled Water Mains dated October 1993. 2. Drinking fountains shall be protected from spray of recycled water. Best management practices shall be used to minimize recyded water encroachment on public facilities such as picnic tables, BBQs, playgrounds, sand tot lots, etc. 3. Best management practices shall be used to eliminate or control, to the best extent possible, ponding, run off, overspray and misting. 4. Hose bibs are strictly prohibited. 5. On-site cross-oonnections between recycled water lines and potable water lines are strictly prohibited. 6. No substitution of pipe materials will be allowed without prior approval of the Garlsbad Municipal Water District. 7. All on-site pipes shall have warning tape per Carlsbad Municipal Water District's rules and regulatlons. *8. The irrigation systems shall be run between the hours of 10:00 p.m. and 6:00 a.m. the following morning (spot irrigation oould be done at a different time with qualified supervision personnel on site). 9. Provide a minimum of eighteen Inches (18") of cover over all wiring and piping. 10. Non-designated use areas shall be protected from contact with recycled water, whether by windblown spray or by diract application through irrigation or other use. Lack of protection, whether by design, construction practice, or system operation is strictly prohibited. 11 . Irrigation heads shall be located and adjusted to prevent overspray onto sidewalks, streets and non-designated use areas. 12. Recycled water quick coupling valves shall be of a type designed for use on recycled water distribution systems (spikes not interchangeable with potable water quick coupler spikes) per Carlsbad Municipal Water District's rules and regulations. · 13. Meters shall be sized by the Carlsbad Municipal Water District. 14. All irrigation pipes shalt be stenciled with the warning "NON-POTABLE WATER" or 'RECYCLED WATER", color-coded (purple) and laid with warning tape and stenciling oriented towards the top of the trench per Carlsbad Municipal Water District rules and regulations. 15. All potable and recycled water piping shall be installed with the stenciling oriented towards the top of the trench. 16. When a potable water line and recycled water line cross, the recycled line shall be installed within a protective sleeve. The sleeve shall extend ten feet (1 O') from each side, from the center line of potable line, for a total of twenty feet (20'}. 17. A ten-foot (10') horizontal separation between potable water and recycled water mains must be maintained at all times. The potable tine must be Installed above the recycled tine. 18. A minimum of twelve inches (12') of vertical separation between utilities must be maintained at all times. *19. The required cross-connection shutdown test shall be done by the Carlsbad Municipal Water District and the San Diego County Department of Environmental Health. 20. Quick coupling valves used in recycled water systems shall conform to the following: A. Recycled Water: Quick coupling valves used in recycled water systems shall have Acme type threads and purple colored locking covers permanently attached to the valve. Quick coupling valves shall be Nelson No. 76-45, Hunter No. HV1 00A-RL-NP or approved equal. (Spikes shall not be interchangeable with potable water quick coupler spikes), 21 . The required cross-connection inspection shall be done by either the Carlsbad Municipal Water District and/or the San Diego County Department of Environmental Health. Copies of inspec'.ion reports will be forwarded to the non-Inspecting party. *22. Developer shall show the location of "RECYCLED WATER -DO NOT DRINK" signs on these plans. .. *23. An on-site user/supervisor shall be designated in writing. This individual shall be familiar with plumbing systems within the property, with the basic concepts of backflow/ ?ross connection protection and tl'le specific requirements of a recycled water system. Copies of th" designation, with contact phone numbers, shell be provided to Carlsbad Municipal water District and San Diego County Department of Environmental Health. In case of emergency contact Mi lt..c. t,.,,,, at 7<,,o .... 41&fR1 Name Phone or after hol'rs contact tth~c. . -ei~,il at 1(,0.&ff. ,&<,-, Name Phone 24. Show all public and private potable water mains on improvement plans. 11 b 25_ On recycled water systems, all appurtenances (sprinkler heads, valve bo~es, _etcH.) slthha ed color-coded purple per AWWA guidelines and Section 116815 of the Cal1fomIa ea an Safety Code. _ _ . 26. There shall be a physical separation between adjacent areas irrigated with recyc1Ied water and potable water. Separation shall be provided by concrete strips, chain lin~ ences, or other means as approved by the Carlsbad Municipal Water District and San Diego County Department of Environmental Health. • Items Nos. 8 19 and 23 shall be required just prior to the actual use of recycled water. !tern No. 22, the signage, shall be a part of this I.P. but the actual signs and tags will be installed just prior to actual use of recycled water. DECLARATION OF RESPONSIBLE CHARGE I hereby declare that I am Landscape Architect of work for this project, that I have exercised responsible charge over the design of this project as defined In Section 6703 of the Business and Professions Code and that the design is consistent with current standards. I und.,rstand that the check of project drawings and specifications by the City of Carlsbad and the San Diego County Department of Environmental Health is confined to a review only and does not relieve me, as Landscape Architect of Work, of my responsibilities for the project design. These plans have been prepared in substantial conformance with the approved landscape concept plan, water conservation plan, fire . suppression plan, and all conditions of approval related to landscaping. California Landscaoe Technoiooies Firm Steven L. Sherman Landscape Architect 2887 License No. 3/4/Q3 Date 760 942.9320 Phone UNAUTHORIZED CHANGES AND USES The landscape architectural firm preparing these plans will not be responsible for, or liable for, unauthorized Changes to or uses of these plans. All changes to the ' I I I I I I I I I I t-;;:;::;-7 I I I I \ • ' ' --=---------=-".::::..- t• I -- e I I : t8 I I I I -) I I I I I I I I I I I? LANDSCAPE PLANS PREPARED FOR: .... --------------------------------------·----(0 DEJONG PROPER LOGO ,r-"""PlE BAa<ROUNO 1 ... _ r,· BLACK L£11ER::; 1n a-w~wab'i.::t RECYCLED ..... an Carlsbad, California (pl:t.s.) WARNINC YClED WAlER . WATER . . IN USE --------- SITE MAP NOTTOSCAI.E SYMBOi. DESCRIPTION ----EXISTING POTABLE WATcR SYSTcM ., A'# .. EXISTING RECYCLED W,',TEA SYSTEM 1-----tPROPOSED RECYCLED IRRIG,',TION MAINLINE ► MAINTAINED AREAS EXISTING POTABLE WA!ER METER (PRIV,',Tc LOTS ONLY) '00 NOT DRINK" SIGN LOCATION LOCATION OF RECYCLED W,','JcR CONNECTION POINT. WATER METER AND BACK FLOW PREVERNTORS AREA OF RECYCLED WATER USE • • 1)0 NOT DRINK . ." ..,. . . R CYC~ED WATER ~t DONOT DRINK NO TOME a AGUA .... . . CONTACTING OESPUES DE PSAR WMII IWM lf'll'l'I CC!it.icl'IJII Wl!II UNNOS IIE!iNlS lll:UWI ·1• Mac L£IIERS . . .. 12" X 36• SIZE . -·· . · .032 AUJMIHUM, .060 ABS Pt.ASTIC , OR S110<-0N·WM. •s 2• BLAQ( LETTERS · 1a• l<° 19" _.SIZE .032 H..UMIMUN, ,060 ASS PLASTIC · OR Slla<-ON VINlL SIGNS TYPICAL SIGNS INSPECTION PROCEDURES I. City construction inspection shall include: A. Location of pipe lines B. Trench depth C. Required separation (horizontally 3nd vertically) D. Pipe identification E. Points of connections (P.O.C.s) F. Location and identification of sprinkler heads G. Warning signs at the site and on the trucks hauling recycled water (if recycled water Is used for construction). An approval letter regarding the inspection of the project shall be obtained from the City and District and be forwarded to the San Diego County Department of Environmental Health prior to final inspection approval. II. District final inspection shall include: A. Coverage tests, after completion of the sprinkler system, to determine the adequacy of coverage on the approved use area and protection of areas not approved for receiVing recycled water. B. Warning signs and labels C. Quick coupling valves D. All aspects of the irrigation conditions including windblown spray, runoff, and ponding. E. Required protection of all residential areas. F. Required protection of wells, streams, reservoirs, etc. G. Cross connection Ill. Annual Inspection shall include: A. Complete inspection which should cover Part A, Part B and Part G of the District's final inspection. SIGMACE NOTES The following guidelines for the use of recycled water are to be permanently posted inside the door of each controller where they are easily visible. Place on 8-1/2'x1' sized sign. Color: Purple background with black lettering. Guidelines tor Recycled Water Use: 1. Irrigate between the hours of 10:00 p.m. and 6:00 a.m. only. Watering outside this timeframe must be done manually with qualified supervisory personnel on site. No system shall, at any time, be left unattended during use outside the normal schedule. 2. Irrigate in a manner that will minimize run off, pooling, and ponding. The application rate shall not exceed the infiltration rate of the soil. Timers must be adjusted so as to be compatible with the lowest soil infiltration rate present. This procedure may be facilitated by the efficient scheduling of the automatic control clocks (i.e., employing the repeat function to break up the total Irrigation time into cycles that will promote maximum soil absorption). 3. Adjust spray heads to eliminate overspray onto areas not under the control of;,the customer. For example, pool decks, private patios and lots, and streets and sidewalks. 4. Monitor and maintain the system to minimize equipment and material failure. Broken sprinkler heads, leaks, unreliable valves, etc. should be repaired as soon as they become apparent. 5. Educate all maintenance personnel on a continuous basis of the presence of recycloo water. Personnel must be informed that recycled water is meant for irrigation purposes only, and is not approved for drinking purposes, hand washing, cleaning of tools, etc_ Given the high turnover rate of employees in lhe landscape industry, it is important this' information be disseminated on an almost daily basis. II is you, the landscape contractor, who is responsible for educating each and every one of your ernployoos. 6. Obtain prior approval of all proposed changes and modifications to any private on-site facilities. Such changes must be submitted to, and approved by, the District Engineering office and designed In accordance With District standards. 7. All recycled water sprinkler control valves sha!I be tagged with identification tags. -----"f'W----------------------------------------M- A. Tags shall be weatherproof plastic 3"x4", purple in color, with the words 'WARNING - RECYCLED WATER· DD NOT DRINK" imprinted on one Side and "NO TOME EL AGUA" on the other side. Imprinting shall be perma,1&rrt and black in color. Use tags as manufactured by T. Christy Enterprises or approved equal. • _________________________________ .. ___ _ iiiiiiiiii;;;;ii;;;,;,;;;iiiii-----~------..ill SHEET INDEX TITLE SHEET IRRIGATION PLAN AND LEGEND IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION DETAILS -PRIVATE LOTS (POTABLE) IRRIGATION DETAILS -HOA MAINTAINED (RECLAIMED) IRRIGATION DETAILS -HOA MAINTAINED (RECLAIMED) PLANTING PLAN AND LEGEND PLANTING PLAN PLANTING PLAN f'LANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING DETAILS , TRAIL DETAILS & SPECIFICATIONS, FIRE PROTECTION REQUIREMENTS FENCE / WALL PLAN -MAINTENANCE RESPONSIBILITY MAP FENCE/ WALL PLAN -MAINTENANCE RESPONSIBILITY MAP WALL AND FENCE DETAILS AND SPECIFICATIONS SPECIFICATIONS PREPARED FOR: KEYSTONE COMMUNITIES 5333 Mission Center Road, Suite 360 San Diego, CA 92108-1350 619 .299.4855 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 2 1 ! _.....--- "<I 1'> ~ ~ " ~ 0 i I.A c"rf<'• 'Z- VICINITY MAP (THOMAS BROS. 1127-C4) CALIFORNIA LANDSCAPE TECHNOLOGIES landscape arc hitecture Irrigation design IMPORTANT NOTICE Section 4216/4217 of the government code requires a DigAlert identification number be issued before a "Permit to Excavate• will be valid. For your DigAlert ID number, call Underground Service_ Alert TOLL FREE 1.800.422.4133 two (2) workin!l davs before vou din. ,- ' B. One tag shall be attached to each valve as follows: 1. Attach to valve stem directly or w~h plastic tie wrap; or 2. Attach to solenoid wire directly or with plastic tie wrap; or 3. Attach to valve cover with existing valve cover bolt. 8. All sprinkler heads shall be identified as recycled water sprinkler heads. 9. Each automatic controller and its associated equipment shall be identified with a s'gn bearing the words "RECYCLED WATER USED FOR IRRIGATION' in English and Spanish, with black letters one inch (1') high on a purple background. The sign shall be placed so that it can be readily seen by any operations personnel utilizing the equipment. CARLSBAD MUNICIPAL WATER DISTRICT t<«~· tQ/4" William . Plummer District Engineer, R.C.E. 28176 SAN DIEGO COUNTY D~P RTMENT OF ENVIR~N~E~A~L R ~~ y -.)--ti " .. Ap1>r.9vect by ~-_ Oate BF~NCl{ MARK D£SCRJPTION: STA R/800 24~+65 ECSTREE:T CENTERUNe MONUM£NT sr.41.lPlV CO. ENGR. DEPT SIJffV MON. LOCATION: ELEVATION: ON EL CAMt'KJ REAL 1.BJ MH.£5 N'l Y FROM LA COSTA A\if 295 .. U5 W,,TIJM MSI.. "AS BUILT" RC£ ____ EXP. ___ _ DA TE "sD. 1---------------------- REVltWED BY, INSP[C1VR DA TE 970 Woodlake Drive Cardiff by the Sea California 92007 o-----+---+-----------+----t--+--+----t~ CI1;Y OF CARLSBAD I s2H·r-.-·r1~.s] t----+---+-----------------+------+---+---t-----f ~L=__]_J==-====P=LA=N=N=IN=G::::::D::E_P=:___A=-R=-i=M-=E-=N-=T--==·-·=-=-=-=-=-:::'...--~ 760.942.9320 TITLE SHEl:T PREPARED BY: ~-'t/t1/04Pkfo c..i1:.o(c:.. ...... c,,♦t Rev. 12/16/03 Per Rev. 7/21/03 Per Rev. 5/27/03 Per Rev. '4/1S/03 Per City Redline City Redline DEJONG PROPERTY CALIFORNIA LANDSCAPE TECHNOLOGIES 970 Woodlake Drive Cardiff by the Sea , CA 92007 760.942 .9320 City Comm en City REVIEWE W -Date 3/4/03 1----t----+-----------------+-----+---+---t-----f :===--====-···--·" . -·-:cc::c-• t-----t--+-----------t-----t--+--t-----t A~VE"~--. ; -·-,-W<IQ/ l , ASSISTANT PUIN_~t; DIRECTOR ____ . -. DA T£ j 1--o-~~-:-"R-AA~,,.-:-1-:-L--+-:-,TY-TE_A~P,,.-:-:-=-~-i 1 = ~ 1 u~~~~D r l¼=;~~i OAT£ /NIT/Al ENG/NEE:R OF WORK REVISION DESCRIPTION I !ans must be in writing and must be approved by t!:JI;)_ re er of these tans. L:::.=======================------------...... ---------------------------------------------------------------------------------------------F-/'-£_.,..{B"",""b---,, IRRIGATION LEGEND SYMBOL DESC.IPTION MANUF. MODEL PSI RADIUS NOTES 15, 12, 10/8 ShrUb Rain Blrd. 1812-SAM/PA-SS B •~ & Nozzle-Full 15, 12. 10,SF 30 15, 12, 10,8 3.7,2.6, 1.6, 1.6 lnstallPCSscreensasroquiredtoreduce 1-,N""o"'1-=s~H-=ow=N-+NC"o-zzte-,--""'A'"di,,.1us_tabl,.,...e--+--""""""1--15C",""'1~2.-1""'0-, s=vA.,-,Nc-1-:30-=-+-1""5,..., 712'",...,170,-=s:-+-------iradius. Install heads on risers (See Riser Nozzle -Two Third 15, 12TT 30 15, 12 15, 12, 10, 8H 30 15, 12, 10, 8 Nozzle -One Third 15, 12, 10,8T 30 15. 12, 10,8 Nozzle -Quarter 15, 12, 10, 8Q 30 15, 12, 10, 8 13--Nozzle -End Strip 15EST 30 4x 15 I) Nozzle -Side Strip 15SST 30 4x30 Shrub Stream/Bubbler Rain Bird 1808,.SAM/PA80 Center Strip 5CST-B PCS-040 30 5' 2.5, 1.7 2.0, 1.3, 0.8, 0.8 1.2. 1.0, 0.5. 0.5 1.0, 0.7, 0.4, 0.4 0.6 1.2 0.4 Oetrul) except as follows. Install 12" po1rup bodies when heads are within tan feet (10') of walks and curbs. Use bottom Inlet only. See Po1rUp Detail. All heads are to have purple "Non~Potabte" cover on recycled water systems. S le Install PCS screens where required to reduce radius. Install all shrub/stream bubblers on 1806-SAM po1rup bodies with PA-80 edapter along all walks and curbs. l------"""""""'Flood~~B~u-bb_le_r--""""""l-----+---1-40-1--+-c30c-+-----t---...,o=-.2:::s:----i.See Po1rup Detail. All heads are to have • 0 RIGHT Of WA , \ Rotors Nozzle -Fuff Rain Blrd T-s-FC/PC T12SAMPC T22-4.0 FIRE SUPPRESSION ZONEA3 FIRE SUPPRESSION ZONEA2 Sleeve PVC Controller Station MaximumGPM Valve Size 35 22' 3.8 -· -· ,/ / • ----<'" e '--/---:,,.,..;._---\ . __ ::;,,..~---, /n '--, -1" ---' / .,/-✓ / , purple "Non-Potable" cover or marker on riser for recycled water systems. Install with PCS screens. BodySlyle Sleeves shall be as follows (See Sleeve Detail): a. Under vehicle paving, install mainline, wiring and laterals in separate PVC Sch. 80 sleeves with 30 .. cover. b. Under pedestrian paving, install mainline and wiring In separate PVC Sch. 40 sleeves with 18" cover. c. Under pedestrian paving, install laterals in separate PVC Sch. 40 sleeves with 12" cover. NOTE: Sleeves under improvements shall be 2-1/2 times line size. Where mainline in shown sleeved, install one 1 four-inch 4" wire sleeve. See Detail. NOTE: 1. ALL SPRA y HEADS ARE TO BE EQUIPPED WITH BUILT-IN CHECK VALVES. ALL SPRAY HEADS ARE TO BE EQUIPPED WITH A PRESSURE COMPENSATING DEVICE. ALL HEADS ARE TO BE ADJUSTED TO PROVIDE SEST COVERAGE TO THE LANDSCAPED AREA WITHOUT OVERSPRAY ONTO BUILDINGS, WALLS, WALKWAYS AND PAVING. 2. CONTRACTOR SHJ,LL CONTACT NETAAM MANUFACTURER'S REP AND SHALL SCHEDULE PRE-CONSTRUCTION MEETING TO REVIEW INSTAUATION DETAILS AND SPECIFICATIONS IN FIELD. SYMBOL II] EB ~ • ijJ DESCRIPTION Point of Connection at Existing Servic<i Line Privat<i Lots Water Meter -Domestic Water Meter -Recycled Water (Point of connection for HOA maintained areas Reduced Pressure Backflow Preventer Pump Master Control Valve Remote Control Valve Angle Control Valve Control Zone Kit Anti-Siphon Control Valve Atmospheric Vacuum Breaker Quick Coupler Ball Valve METER ELEVATION 336 PRESSURE AT METER: 21.00 PSI VALVE NO. CHECKED: Valve A26 (POC 'A) MANUF Febco Barrett Rain Bird Rain Bird MODEL 825Y BEPCR8-5-2-2- 2P PESB Series SIZE 1" 1" 1-1/2" 1-1/2" 5hp 1-1/2" NOTES Note: Existing service line must be 1" minimum for use b control valve s . To be provided by water district. To be provided by water district. Paint RP purple per City Requirements. See Detail. Model and size to be recommended by pump manufacturer and shall supply a minimum of 50 · · . See Detail. Install in purple valve box. See Detail. PESB-PRS-B Size Per Plan See Detail. Install in purple valve box. Rain Bird 100 DVF-A 1" See Anti-Siphon Control Vaive Detail {Similar). Rain Bird XCZ-100COM 1" See Detail. Kit includes psi regulator, filter and ball valve. Install in ur le valve box. Rain Bird ASVF Size Per Plan See Detail. Champion 262 Line Size See Detail. Nelson 7645 3/4' See Detail. Install with purple cover. Quick coupler valves shall be of a type approved for rec cied water use. KBI WLT-0000-T Line Size See Details. Install in 10" round purple valve box for HOA recycled systems. Install in 10" round green valve box for potable (private lot) irrigation s stems. lrritrot MC36 P!us-B 36-Station Install with WCS enclosure and RG/RG-VR rain sensor. See Detail. lrritrol MC36 Plus-B 36-Station Install with WCS enclosure and RG/RG-VR rain . Total Lateral S stem Losses MAINUNE SYSTEM: PIPE PIPE SECTION lYPE 1 Cl. 315 PIPE SIZE 2-1/2" PIPE LENGl"H 610" B. Total Mainline S stem Losses MISCELLANEOUS LOSSES: \ \ ACCUM. GPM 46.0 EQUIPMENT SIZE DATE Of PRESS. CHECK: 2/26/03 Water mater Backflow Preventer 1-1/Z-4.00 1-1/2" 12.00 BY; CMWD CALCULATION DATE: 4/17/03 BY: MS Master Valve 1-1/Z- Control Valve C. Total Miscellaneous Losses F. Head Loss/Gain in S stem 336-361 J. Residual-PSI 1-H 2.40 2.40 20.80 27.67 4.15 10.83 SCALE: 1 "=20'0" --------''-----' 20 40 ' ! @ NOT SHOWN iH -- -~ .. •\---+---'II NOT SHOWN NOT SHOWN II=~=-=?!' NOT SHOWN l,1 Electrical Connection 110Volt Plug or hard wire controller into GFI electrical out!-31. Location to be determined bv Owner. Check Valve KBI KC-Series Install where required to prevent low head drainaoe. Pressurized Mainline -Recycled PVC Sch.40 Size Per Plan Install with 16" cover. Pipe shall be purple non- 1-1/2' or less potable type. Install purple warning tape above Cl. 315 mainline as required by the Carlsbad Municipal 2" or more Water District rules and regulations. See Trenching Detail. Pressurized Mainline • Potable PVC Sch.40 Size Per Plan Install with 18' cover. See Trenching Detail. 1-1/2' or less Non-pressurized Lateral -PVC Class 200 Size Per Plan Install with 12" cover. Pipe shall be purple non- Recycled potable type. All pipe shall be 3/4" minimum except where noted. See Trenchina Detail. Non-pressurized lateral • PVC Class 200 Size Per Plan Install with 12" cover. All pipe shall be 3/4' Potable minimum except where noted. See Trenching Detail. Line Flushing Valve Netafim TLFV-1 1' Install per manufacturer's specifications. AirNacuum Relief Valve Netafim TLAVRV Install at highest point on circuit See manufacturer's details. UVA-Resistant Ongrade Lateral PVC Sch. 40 Size Per Plan Install in galvanized pipe sleeve over brow ditch. All exposed PVC pipe shall be Sch. 40 UVA. Install with oumle warnino taoe as r<>nuirad . Dripper Line Netafim Tt705-18 Stake with jute stake at 4'-0" O.C. Install per Bioline (Purple manufacturer's specifications. color) Drip Line Connection to PVC See Detail. MAINTENANCE \ Owner is responsible for maintenance in all areas such as, but not limited to, tree pruning and maintenance, maintenance of the irrigation system to avoid overspray onto structures, water runoff or soil saturation which may result in damage to property, persons or plants. Owner is solely responsible for the results of an lack of or im ro er maintenance. \ \~ ~- \ ·~ ~ \ 20 FT. STORM DRAIN EASEMENT "------------, I ) . SEE IRRIGATION DETAILS, SHEETS 8, 9 AND 10 SEE ~PECIFICATIONS SHEl;T 18 i ) ' I Rev. 12/16/03 Per City Comments ,..- ...?..!.. KEY MAP NOTTO SCALE CALIFORNIA LANDSCAPE TECHNOLOGIES . /andscope architecture irrigation design '970 Woodlake Drive .Cardiff by !he Sea (;alifomia 92007 760.942.9320 - WALL OR FENCE SEPARATION SHALL BE USED WHERE POTABLE WATER AND RECYCLED WATER IRRIGATION HEADS ARE IN THE SAME AREA. .Rev. 7/21/03 Per City Comments Rev. 5/27 /03 Per City Redline Rev. 4/18/03 Per City Redline 660-03-DJ BENCH MARK DESCRIPTION: STA Rt800 246+65 ECSTREIT CENTERLINE /JONU/t/ENT STAMPED "so. CO. ENGR. DEPT SURV MON. LOCA710N; ON cl. CMIJNO REAL t .8:J MILES N'LY FROM IA COSTA Al,£ EI.EVA110N: 295.:JJS DA.TUM USL "AS BUILT" RCE ·EXP. ____ _ DATE REVIEWED BY, 'INSPECTOR DATE 1----'---+--+---------------+---t----f-----+------J~ CITY OF CARLSBAD I s_H2F_n_.1_s __ I ~ PLANNING DEPARTMENT 3/4/03 IRRIGATION PLAN & LEGEND DEJONG PROPERTY NORTH L/-ltl-0</ " DATE. I t----+----+--------------+---t--,,,.., -1---+---1 :::::====:;'-;:=:::======:::'.::::--:::=:::::::==::.I I--I.IA-TE-+-INl-i_l4_L-+----------------------j---+--"-"--'-·--t----f---l , OWN BY: ----11 PROJECT NO. rD_RA_W_IN_G_N_Q __ 1 ENGINE[R OF WORK R[V/$/ON DESCRIPTION f---0""-~:'-'-;Ec..R_AP.,__P_:'--':~:.c:c:..~ --=:c:.::;:._E AA-'"':0""1"':=--I ~:g:;, . . CT98-05 408-__ 7L_! 042604 I I I, \ \\ \ ', ' \ \ I LOCATE CONTROLLER 'A' IN PUBLIC UTILITY EASEMENT OF LOT 8 ON MARITIME DRIVE, CONTROL WIRES ARE TO BE. _/ LOCATED 18" FROM PROPERTY LINE AND SHALL BE SLEEVED FROM CONTROLLER TO COMMON AREA. \ ' ' \ ,\ ,, \ \ ~ \, ~· ' \ \ . .. ·--,· \, ',' . . '~ '-, ·,_1'14t' . '·-. MAINLINE SHALL BE LOCATED OUT OF SDG&E RIGHT-OF-WAY THREE FEET (3') UP FROM TOE OF SLOPE (~t}42 .. • ' \i?(Ab,.31 . . .. . ~ 1~ "; ~ / ~ <" ~ ""-V ' ➔-•,~~\\( '\; : . ." ~~ .302 1 \ \ 70~ ~"' , ' X ""\ \ \, ii ~ •, \ \ \ -t., _,, ~ EXIST. SDG&E DOUBLE ~OLE ' \ \ ~i -· -" \ '\ \ \, "·•. •~,, - ' ' \ I PRESSURE LOSS CALCULATIONS Potable Svstems orst Case Scenario) PROJECT: LATERAL SYSTEM: DeJong Property PIPE PIPE PIPE P!PE ACCUM. LOSS {Private Lots) SECTION TYPE SIZE LENGTH GPM IN PSI 1 CL.200 3/4" 20' 2,9 0,16 LOCATION: 2 CL.200 3/4" 13,.' 4.8 1.01 Carlsbad, California 3 CL.200 3/4" 20' 6.7 0.3• 4 CL.200 3/4" 30' 8.6 0,.,,,. WATER AUTHORITY: 5 Cl.200 1' 20' 12.4 0.21 ·' Carlsbad Municipal Water District 6 CL.200 1" 50' 15,0 1.5: A. Total Lateral System Losses 4.1, METER ELEVATION MAINUNE SYSTEM: 331 PIPE PIPE PIPE PIPE ACCUM. LOSS SECTION TYPE SIZE LENGTH GPM INPSI PRESSURE AT METER: 1 Sch.48 1-1/2" 40' 15,0 0.1 65.00 PSI B. 'Total Mainline Sy,stem Losses 0,1 MISCELLANEOUS LOSSES: VALVE NO. CHECKED: EQUIPMENT SIZE 1 (POC at Lot 8) Water meter ,. 1.41. Control Valve 1" 3.6, DATE 01' PRESS. CHECK: C. Total Miscellaneous Losses 5, 2/26/03 D, Total Svstem Losses tA+B +C) 9, E Fittino Losses { 15% of Total Losses) 1.4 BY: F, Head Loss/Gain in Svstern (331-354 9.9 --i ~-~~--~l½.- CMWD G. Minim um RH! uirect P(essure at Last Head 35.00 H. Dea!I!:,. Pressure (D + E + r= + G} 55,73 11 CALCULATION DATE: I. Available PSI 65.U\ 4/17/03 J, Residual PSI (1-H) 9,21 , BY: K Pumo Boost o., MS L. Adiusted Residual PSI fJ+Kl 9,2 .. -·~ ---..::::::-\ FIRE SUPPRESSION --ZONEA3 ~ ·-\ IRE SUPPRESSION ZONEA2 Rev. 12/16/03 Per City Comments PPRESSION Rev. 7/21/03 Per ONEA1 City Comments Rev. 5/27/03 Per WALL OR FENCE SEPARATION SHALL BE USED City Redline WHERE POTABLE WATER AND RECYCLED WATER KEY MAP NOTTO SCALE BENCH II ' j ____ .i-"=\:1 ...... CALIFORNIA LANDSCAP E TECH NOLOGIES landscape architecture Irrigation design 970 Woodlake Olive Cardiff by the Sea California 92007 760,942.9320 MARK DfSCR/PTION: STA R/800 246+65 £CSTR££T CENTERL1N£ lt/ONUlil£NT STAMPED "SO, CO, ENGR. DEPT SURV MON. LOCATION: ON £L CAMINO REAL I .8:J Iii/LES N'LY FROM LA COSTA Al.£ £LEVAT/ON: 295.335 DATUM MSL "AS BUI LT" RCE £XP. DAT£ ILITY EASEMENT IRRIGATION HEADS ARE IN THE SAME AREA. Ri>v. 4/18/03 Per REVIEWED 8Y: Ci1y Redline 30 FT. UT \ \ \ \ ' I ', \ \ ' r \ \ I \ LANE \ \ \ \_ \ '\ ' \ ' \ I RIGHT OF WAY -SCALE: 1 "=20'0" 20 3/4/03 40 NORTH ·-·- . . . = .. DA7£ INITIAL DATE INITIAL £NvJNE£R OF WORK REVISION DESCRIPTION OTHER APPROVAL ., ,,;:· . 660-03-DJ INSP£CTOR OAT£ . I SaIT I CITY OF CARLSBAD I s21~ PLANNING DEPAFiTMENT . l IRRIGATION PLAN ' DEJONG PROPERTY i -. . .. ~ I I" trOVEll A 4'-1£/~, · /. foJ, ASSISTANT PLANNING DIRECTOR DATE , ----. OWN BY: PROJECT NO. DRA WING N/J. DAT£ INITW CHKD BY.• , RVWO BY: CT 98-0 5 408-7L CITY APPROVAL ---~ . 042604 I I \ / ,,,, SEE IRRIGATION DETAILS, SHEETS 8, 9 AND 10 SEE IRRIGATION LEGEND SHEET 2 SEE SPECIFICATIONS SHEET 18 FIRE SUPPRESSION ZONEB3 FIRE SUPPRESSION ZONEB2 \ \ \ ' \ I I I \ \ \ i ' -,--: . SE S~EET ___ I6~· - . IRE SUPPRESSION FIRE SUPPRESSION ZONEA2 ZONEA1 I¼ r- \ \if L y 114' I (0 I .· I A; MAINLINE SHALL BE LOCATED TWELVE JJIIC:_HES (12") MINIMUM FROM FACE OF WALL MATCHLINE -SEE SHEET j ~-/-,~---\ . -·------~-- \j ~--"--·---.._ ; ------------~~ • ·• LANDSCAPE , TECHNOLOGIES landscape , arch/lecture Irrigation design 970 Woodlake Olive Cardiff by lhe Sea . Ca1oomia -92007 760.942.9320 • / { y . .,,,,--·-__.// / / I ~ p 14 / r r~ '• I .-:--:;;:?<1 TWELVE-FOOT (12') WIDE TRAIL EASEMENT SEE DETAIL SHEET 17 SCALE: 1 "=20'0" I I I I I Rev. 12/16/03 Per City Comments Rev. 7/21/03 Per City Comments . Rev. 5/27/03 Per City Redline Rev. 4/18/03 Per City Redline 4 [:::J I KEY MAP NOTTO SCALE WALL OR FENCE SEPARATION SHALL BE USED WHERE POTABLE WATER AND RECYCLED WATER IRRIGATION HEADS ARE IN THE SAME AREA. BENCH MARK DESCRIPnON: STA R1800 246+65 ECSTREIT CENTERLJNE MONUMENT STAMPED "SD. CO. ENGR. OEPT SURV MON. LOCAnON: ELEVAnON: ON EL CAMINO REAL 1.83 MILES N'LY FROM LA COSTA AVE" 295.335 DATUM I.ISL ' Iii" "AS BUILT" RC£ ___ EXP. DATE REVIEWED BY: 660-03-,DJ INSPECTOR OAT£ ~ CITY OF CARLSBAD ~====~====~===========================~====t===~t:=-==t=-===: L!f__j PLANNING DEPARTMENT 3/4/tJa 1-----+--t----------------t---- NORTH t-c-c:cc-t-c:::cc--t---------------t----+~---,t---+----,--1. OWN BY: ---I DA'Tf INITIAL DAT£ //,/IT/AL DATE INITIAl CHl<D BY: REVISION DESCRIPTION OTHER APP(?OVAL CITY APPROVAL /MID BY: ---ENGINEER OF WORK PROJECT NO: CT98 -05 SIGHT DISTANCE CORRIDOR ) } l ' " ' 0:: I -.---"- INSTALL MAINLINE IN PLANTER AREA OUT OF RIGHT-OF-WAY I· s 6 SEE IRRIGATION DETAILS, SHEETS 8, 9 AND 10 SEE IRRIGATION LEGEND SHEET 2 SEE SPECIFICATIONS SHEET 18 4- . POINT OF CONNECTION -DOMESTIC PRIVATE SYSTEMS AVAILABLE PRESSURE: ±65 PSI {TYP.) MATCHLINE-SEE SHEET Ci - . J: 1 • • . . ' \ \ \ \ \ \ r ;•, ~)42. 7 X 5 ( SCALE: 1"=20'0" I 9 10 20 40 • \ ('--- \ r,,, I il/4/03 I NORTH I ( I I -I --1 I I I RIGHT OF WAY WALL OR FENCE SEPARATION SHALL BE USED WHERE POTABLE WATER AND RECYCLED WATER IRRIGATION HEADS ARE IN THE SAME AREA. -------------- ·! liy Rev. 12/16/03 Per City Comments Rev. 7 /21 /03 Per City Comments Rev. 5/27/03 Per · _ City Redline Rev. 4/18/03 Per City Redline 660-03-0J -. .._ -' KEY MAP NOTTO SCALE II " .1 ____ 3D4,r"' ....... CALIFORNIA LANDSCAPE TECHNOLOGIES landscape archlfeclure Irrigation design ~ ; .. --, 970 Woodlake Drive ·Cardiff by Ille Sea •Caifomia 92007 760.942.9320 BENCH MARK DESCRIPTION: STA RIBOO 246+65 ECSTREE:T CENTERLINE MONUIIENT STAMPED "So, CO. £NGR. DEPT SURV MON. LOCA71DN: ON EL CAMINO REAL 1.8.J MILES N'l Y FROM LA COSTA A\£ El£VATION: 295.J35 DATU/I MSL "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR OATE i-----------t--+-------------+---1--L---.1..:.-----1 ~ CI1'Y. OF CARLSBAD ·.-~ PLANNING DEPARTMENT SHEETS 21 ·' I I I Z1 \I '/1-- BLACK - ()()+Ri? POINT OF CONNECTION -B RH '-RECYCLED WATER SYSTEM . ~ AVAILABLE PRESSURE: 19 PSI (REQUIRES TEMPORARY BOOSTER PUMP) NOTE: FlfTURE ANTICIPATED RECLAIMED PRESSURE IS 90 PSI PER CllY OF CARLSBAD WATER DISTRICT -- SEE: IRRIGATION DET.AILS, ~HE_l:T~ Ii, 9 .AND 10 SEE IRRIGATION LEGEND SHEET 2 SEE SPECIFICATIONS SHEET 18 --- ! ---,,_,/_· __ nn-f-1-1-, FIRE SUPPRESSION · ZONEB3 _ RIGHT OF WAY - RAIL- IRE SUPPRESSION ZONEB2 FIRE SUPPRESSION · ZQNE A1 -ATCHLINE -SEE SHEf:T _4'_· -----I I I I I I \ ~ ' I I ~ ' i I \ I \ I I I I I I I I \ I \ \ \ \ \ ,\ \ I I \ \ 3/4/03 SCALE: 1 ";20'0" NORiH 0 10 20 40 I \ ;) . I\ / ,, / KEY MAP r NOTTO SCALE · PRESSURE LOSS CALCULATIONS Recycled S1_stems (Worst Case Scenario) PROJECT: LATERAL SYSTEM: DeJong Property PIPE PIPE PIPE PIPE ACCUM. LOSS (HOA-maintained Areas) SECTION 1YPE SIZE LENGTH GPM IN PSI 1 CL.200 3/4" 30' 5.7 0.50 LOCATION: 2 CL.200 3/4" 20' 9.5 1 29 . Carlsbad, California 3 CL.200 1· 2fY 13.3 0.37 4 CL.200 1-1/4· 2fY 17.1 0.25 ATER AUTHORITY: 5 CL.200 1-1/4" 30' 20.9 0.45 Carlsbad Municipal Water District 6 GL.200 2" 40' 44.0 0.46 A. Total Lateral System -l.Q$ses 3.3 MET&R ELEVATION MAIHUNE SYSTEM: 336 PIPE PIPE PIPE PIPE AGCUM. LOSS SECTION 1YPE SIZE LENGTH GPM INPSI PRESSURE AT METER: 1 Cl.315 2·1/2" 620' 44.0 3.20 19.00 PSI B. Total Mainline System Losses 3. MISCELLANEOUS LOSSES: VALVE NO. CHECKED: EQUll'MENT SIZE Volve 828 (POG 'B') Watormeter 1-1/2" 4.00 Backtklw Preventer H/2" 12.00 DATE OF PRESS. CHECK: Master Vatve 1-1/2" 2.40 2/26/03 Control V atve 1-1/2" 2.~ C. Total Miscellaneous _Losses 20.8 BY: o. Total System Losses tA+B+c, 27.32 SMWD E. Fittina Losses (15% of Tota! losses) 4.1, F. Head Loss/Gain in Syste_m (336-361 0.00 (:ALCULATION DATE: G. Minimum t1eUuired Pr0SSUie at Last Head 35.00 4/17/03 H. ~ Pressure (D +. E + F + G) 66A2 I. Available PSI 19.0 BY: J. Residual PSI ii-HJ -47.4 I MS K. Pumo Boost 47.4 L AdJu&led Flosldual PSIJJ+"I 0.00 -. -·---------. --..........._..,~---- II , :v •l(y '"'-'; CALIFORNIA' L,-+f""F=t~--.... -POINT OF CONNECTION -DOMESTIC PRIVATE SYSTEMS ~VAILABLE PRESSURE: ±65 PSI (TYP.) -;:::.-.-:~ · DAT£ INITIAL 0/CINF:ER OF WORX - INSTALL MAINLINE IN PLANTER AREA OUT OF RIGHT-OF-WAY Rev. 12/16/03 Per City Comments 'Rev. 7/21/03 Per City Comments D3CAP LANDSCAPF TECHNOLOGIES landscape architecture lrr/gQtlon design • 970 Woodlake Drive Cardiff by the Sea California 92007 7609429320 WALL OR FENCE SEPARATION SHALL BE USED WHERE POTABLE WATER AND RECYCLED WATER IRRIGATION HEADS ARE IN THE SAME AREA. BENCH MARK DESCRIPTION: STA R 1800 246+65 ECSTREET CENTERUNE MONUMENT STAMPED "so. CO. ENGR. DEPT SURV MON. LOCAnON: ON EL CAMINO RFAL 1.83 MILES N'LY FROM LA COSTA AW: E1£VAnON: 295.JJS CMTUM MSL "AS BUILT" Rev. 5/27/03 Per City Redline EXP. DATE RC£ Rev. 4/18/03 Per REVIEWED BY: City Redline --·,•·.·.·•-- 660-03-DJ INSPECTOR DATE w CITY PL~ENG~E~~~E~J3AD J [~~1] --------1 I IRRIGATION PLAN DEJONG PROPERTY OWNBY: ___ _ PROJECT NO. \REVISION DESCRIPTION DATE /MT/AL DATE INITIAL CHKD BY: OTHER APP'?OVAL CITY APPROVAL RWO BY: ---CT98 -05 DRAWING NO 408-?L \~ \\ \ ' I \ ' l I \ I \ I --\ ' '✓ /v) , I j~ :::) :::-i ·>-·IX <( C z ::, 0 m z 0 iii. > / i5 m:~ ::, U) '- <( a: I I ;I q .... l ~Ii / O!I I J:: <( ..J-1,' t--+tl5--l mi I ; ,' I ' I i ! I i i ! ' I / / RIGHT OF WAY i ' I ! SEE IRRIGATION DETAILS, SHEETS 8, 9 AND 10 SEE IRRIGATION LEGEND SHEET 2 SEE SPECIFICATIONS SHEET 18 ' I I I I ; , i i FIRE SUPPRESSION ' ZONEA1 -··, -· I 3/4/03 SCALE: 1 "=20'0" NORTH Rev. 12/16103 Per City Comments Rev. 7/21103 Per City Com'!'ents . Rev. 5/27/03 Per City Redline Rev. 4/18/03 Per City Redline KEY MAP . NOTTO SCALE II " LANDSCAPE TECHNOLOGIES · landscape achilecture ,rrigaffon design 970 Woodlake Orive Card/If by lhe Sea California 92007 760.942.9320 , WALL OR FENCE SEPARATION SHALL BE USED WHERE POTABLE WATER AND RECYCLED WATER IRRIGATION HEAD~A_RE IN THE SAME AREA. BENCH MARK DESCRIPTION: STA RIBOO 246+65 ECSTREET CE:NTERUNE MONU/,/ENT STAMPE]) "SD. CO. ENGR. DEPT SURV MON. LOCATION: . ON EL CA/ti/NO REAL 1 .8.J /ti/LES N'LY FROM LA COSTA A\£ E1£VATION: 295 • .J;J5 DATU/ti IISI. "AS BUILT" RCE ... __ _ EXP. ___ _ DATE REVIEWED BY: 660-03-OJ INSPE,CTOR DATE IRRIGATION PLAN DEJONG P,=J_OPEflTY .cirn.c\-?~=-===---=~~~q-0~ 1----+---jf-----------------t---t------t--+---f ASSISTANT Pl.tJNNING DiRECTQR • ,,,. ~.:>IT.,. DATE DATf IN/TIAl ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE , INITIAL r-----~-~-- 0 TH£ R APPROVAl CITY APPROVAL OWN IJY, ___ _ CHKD 8Y: __ _ RVWD 8Y.· PROJECT NO. CT98-05 DRAWING NO. 408-7L -----------------------------------------' 042604 -~@!--) ( ___ ~ © WAU..MOUNTED.CONTROLLER ltfSIDE WALL MOUNT @ 1.S-INCH PVC SCH 40 GREY CONDUIT AND FnTINGS @ WIRES TO REMOTE CONTROlVALVE @ JUNCTION BOX @ 1·INCH PVC SCH. 80 GREY CONDUIT AND Fl'fflNGS TO POWER SUPPLY @ INSIDE WALL NOTE: CONDUIT SHALL BE FIRMLY SECURED TO WALL. WALL-MOUNTED CONTROLLER 1 NOTE: SLEEVES SHAU 8E AS FOUOWS: 1. UNDER VEHICLE PAVING, INSTAU MAINLINE, WIRING AND LATERALS IN SEPARATE PVC SCH. ID SLIMS WITH 50• COYER. 2. UNDER Pl:DEsntlAN PAVING, INSTALL MAINLINE AND WIRING IN SEPARATE PVC SCH. 48 SLEEVES WITH 1 .. COYER. 5. UNDER PEDESTRIAN PAVING, INSTALL LATERALS IN SEPARATE PVC SCH. 411 SLEEVES WITH 1:Z-COYER. © 18" MIN. MAINLINE COVER @ 12" MIN. LATERAL COVER @ ~TURATE AND COMPACT BACKFILL TO 90% @ 6' MIN. CLEARANCE FROM HARDSCAPE/FINISH SURFACE @ FINISH SURFACE @ NON-PRESSURE 'lATERAL' LINE (!) PRESSURE 'MAIN' LINE @ DIRECT BURIAi., LOW VOLTAGE, CONTROL WIRES. BUNDLE AND TAPE BELOW TRENCHING © 10" PLASTIC VALVE BOX @'1• CLEAR ABOVE GRADE @ FINISHED GRADE @ 18" MIN. MAINLINE DEPTH @ 3' CLEARANCE TO VALVE HANDLE @ BAllVAlVE (V PVC SCH. 80 MALE ADAPTER (2) @ PVC Ell (45°) (4) (!) PVC SCH.10 NIPPLE (4) @) 1/2 CU F.T. PEA GRAVEL BALL VALVE POTABLE (PRIVATE LOTS) © IDTAG @ WATERPROOF CONNECTION (1 OF 2) © 30-INCH LINEAR LENGTH OF WIRE, COILED © ANTI-SIPHON CONTROL VALVE © INSTALL MIN. 12 INCHES ABOVE HIGHEST POINT OF LATERAL OR HEAD © UV RADIATION RESISTANT PVC SCH. 80 MALE ADAPTER (1 OF 2) © UV RADIATION RESISTANT SCH. 80 PVC NIPP.LE (1 O.F 2) © FINISH GRADE/TOP OF MULCH ® PVC SCH 40 ELL (1 OF 2) @ PVC MAINLINE @ PVC LATERAL PIPE @ 18" MIN. MAINLINE DEPTH @ 12" MIN. LATERAL DEPTH @ SCH. 80 PVC UNION ANTI-SIPHON CONTROL VALVE (!) 4• FROM WALKS 8• FROM STRUCTURES @ FINISHED GRADE @ POP-UP HEAD (USE BOTTOM INLET ONLY) @ SCH. 8il NIPPLE @ MARLEX ST. Ell (2) @ PVC TEE OR Ell (D PVC LATERAL PIPE @ 12"' LATERAL DEPTH NOTE: INSTAtl POP-UPS WITHIN 10 FEET OF All PEDESTRIAN USE AREAS. B POP-UP SPRAY HEAD 0 ATMOSPHERIC VACUUM BREAKER r.;,. UV RADIATION RESISTANT SCH. 80 ~ PVC MALE ADAPTER (1 OF 2) · (!) MIN. OF 12 INCHES ABOVE HIGHEST POINT OF LATERAL OR HEAD © UV RADIATION RESISTANT SCH. 80 PVC 90° ELL (1 OF 5) @ SCH. 80 PVC UNION © PVC SCH. 80 RISER (TYPICAL) 0 FINISH GRADE @ IRRIGATION LATERAL PIPE (!) PIPE FROM REMOTE CONTROL VALVE @) 12" MIN. LATERAL DEPTH ATMOSPHERIC VACUUM BREAKER ~-11 6)----, r., GEAR-DRIVEN SHRUB ROTOR: I..V NO:ZZlE SHOULD BE 12" ABOVE GRADE AT COMPLETION OF INSTALLATION r;;;\ INSTALL WITH HUNTER SHRUB \V ROTOR STAKING KIT, PART #46-3551, OR APPROVED EQUIVALENT @ FINISHED GRADE © CHECK VALVE (INSTALL ONLY IF HEAD ASSEMBLY DOES NOT INCLUDE CHECK VALVE) @ 18' PVC SCH. 80 RISER © TWO CLAMPS WITH PlASTIC •ZIP TIES• OR STAINLESS STEEL HOSE CLAMP 0 SUPPLY LINE TEE OR ELL fa'\ SWING JOINT (TWO IV MARLEX SxT EllS) NOTE: INSTALL POP•UPS WITHIN 10 FEET OF ALL PEDESTRIAN USE AREAS., , SLOPE ROTOR AND SPRAY NOZZLE 8 © 8 • (1) FINISH GRADE @ POP-UP STREAM ROTOR @ 3/4" PVC SCH. 80 RISER (!) SWING JOINT• 5/4"' MARLEX STREET Ell @ PVC SCHEDULE 80 NIPPLE @ PVC lATERAL LINE (i) PVC SCHEDULE 40 TEE OR Ell @ 12' MIN. LATERAL DEPTH NOTE: INSTALL POP-UPS WITHIN 10 FEET OF All PEDESTRIAN USE AREAS. POP-UP ROTOR © MAINTAIN a• MIN. FROM ALL BUILDINGS ANO WALLS TYP, @ SHRUB SPRAY HEAD @ SCH. 80 RISER 1/2:' @ FINISHED GRADE @ (2) SCH. 40 PVC STREET ELLS @ SCH. 40 PVC TEE OR ELL (Z) PVC LATERAL @ 12' ABOVE GRADE (!) 12' MIN. LATERAL DEPTH NOTE: INSTALL POP-UPS WITHIN 10 FEET OF All PEDESTRIAN USE AREAS. SPRAY HEAD ON RISER OATE /NmAL ENGINEER OF WORK 0 CLEAN COMPACTED BACKFILL @PAVIN~ © UNDISTURBED SOIL IA'\ LATERAL LINES IN \V SLEEVES. SEE NOTE 1 1-----------, BELOW © MAINLINE AND CONTROL WIRES IN SEPARATE SLEEVES. SEE NOTE BELOW. © LATERAL COYER: 24" MINIMUM UNDER DRIVEWAYS "7\ 24• MINIMUM \!J MAINLINE AND CONTROL WIRE COVER UNDER DRIVEWAYS fr>\ 6" MIN. SEPARATION \V BETWEEN TWO PIPES IN TRENCH NOTE: 5 1. IN ROCKY SOILS, BACKFILL MATERIAL IS TO BE COMPACTED CLEAN SA.ND. 2. SLEEVE SIZE TO BE 2·1/2 TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. 3. SLEEVES SHALL BE AS FOLLOWS: A. UNDER VEHICLE PAVING, INSTALL MAINLINE, WIRING ANO LATERALS IN SEPARATE PVC SCH. 80 SLEEVES WITH 30" COYER. B. UNDER PEDESTRIAL PAVING, INSTALL MAINLINE AND WIRING IN SEPARATE PVC SCH. 40 SLEEVES WITH 18" COVER. C. UNDER PEDESTRIAN PAYING, INSTALL LATERALS IN SEPARATE PVC SCH. 40 SLEEVES WITH 12" COVER. SLEEVE INSTALLATION . , DATE INITIAL DATE Rev_ 12/16/03 Per City Comments Rev_ 7 /21 /03 Per City Comments Rev. 5/27 /03 Per City Redline - Rev. 4/18/03 Per City Redline 660-03-0J I $BET I LANDSC TECHNOLO _ lands,cot:>e! orch/tecl!./ri irrlgoffon dei;.gn ~70 Woodlake ·ve .Cardiff by lhe Pilifornla 92 760.942-93 BENCH MARK ! DESCRIPTION: STA R1800 246+65 E:CSTREIT CE:NTERIJNE: MONUMENT STAMPW ~- CO. E:NGR. DE:Pr SURV MON. LOCATION: ON El. CAMINO REAL I .BJ Mll.£S N'LY FROM LA COSTA AVE: £LEVATION: 295.3.15 IMTUM MSL .-"AS BUILT" RC£: EXP. DATE I REVIEWED BY: -. /fl$PECTOR DATE I s2~] CITY OF CARLSBAD ,Pl.ANNING DEPARTMENT IRRIGATION DETAILS (PRIVATE LOTS/POTABLE) DEJONG PROPERTY ~A r .,, • r / 4-l'i-O</ ASSISTANT PLANNING DIRECTOR . --IYATE - PROJECT NO. DRAWING NO, /NmAL CHKO BY, REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I OWN BY: /?VWD BY: 11 CT98-05 I 408-7L • ~ 0 00 ' ...J r NOTES: l . THEAE SHAU. BE NO FIT11NGS ~~~MElER JIW 8AO<fl.ON ASSEMSY. ft 2. 8II04'U)Y ~ M«\'NOrtE I iNSDUS> IN "-8X IIGHT•CIF-WAY. 3. c;GN$TRUCT 2' H1G1 ICilllNN1, WALL. !1f J $DESO' l!IIQCft.Olf F'RE\/ENTER llltD NS'lllU£D ON 4:1 (J'I GAfATER sm:. (fEN !N> : $HAU.. BEAT llOM'f' $ f WlE Cl' SUJPE. PIOIU2 HCfflON1JIL ClE/NtlCE 8E1'.WEEN W11U.. A1'J 8'0f'WW PAEVEHTER. 4. 00 NOT ll'<ISTAI.. IN fJfEA SU8JECT 10 Fi..OOlllNG. NOTE: APPLY lWO (2) COATS ENAMEL PAINT (PURPLE RE!WCLE[) WATER WARNING COLOR) TO ABOVE GRADE BACKFLOW PREVENTER COMPONENTS. . BAO MUNICIPAL WATER 01Sl RI 2 INCH ANO UNDER BlCKFlOW INSTALLATION W20 AUGUST 19" (D 10" PURPLE PLASTIC VALVE BOX @ 1" CLEAR ABOVE GRADE @ FINISHED GRADE @ 18" MIN. MAINLINE DEPTH @ !" CLEARANCE TO VALVE HANDLE ill!! =. = 11111 ~11!,~ © BAllVAlVE Q} PVC SCH. 80 MALE ADAPTER (2) @ PVC Ell (45°) (4) (!) PVC SCH. 80 NIPPLE (4) @) 1/2 CU F.T. PEA GRAVEL 6 BALL VALVE RECYCLED SYSTEM (D 4• FROM WALKS 8" FROM STRUCTURES @ FINISHED GRADE @ POP-UP SPRAY HEAD WITH 1800 NP PURPLE COVER (USE aonoM INLET ONLY) @ SCH. 80 NIPPLE NOTE: @ MARLEX ST. Ell (2) @ PVC TEE OR Ell (D PVC LATERAL PIPE @ 12" LATERAL DEPTH INSTALL POP-UPS WITHIN 10 FEET OF All PEDESTRIAN USE AREAS. POP-UP SPRAY HEAD RECYCLED SYSTEM RECLAIMED (HOA•MAINTAINED AREAS) ~ ~ ~ /0 " • &-... m L . ' ~ @ . ./ ~ 1:1: -IC I .-. I ' I J:j fl w I ,...._ ,._ ~ '® I ~ I gg I Dfi["t--TT-7 >-~ t=t---l ~ @V' '@ -·©: ...... @/~ '{ID ~ ~ ~ '@ ! I \.!.) ,./ ~ m..,, ob "' \. e ~lp'® ' , (J)-• tl:i) - I, VERTICAL MUL TIST"'GE STIIINL!:.SS r.. IIR0NZt UNION ADAPT~. FITTtl) CENTRtrUGAL PUMP, 7. ~E:SSIJRE GAUGE. LIQU!D DAMPENED. I!, NrMA 4X S!MF'Ltx CONTROL P"'NEL F□R 8, 2 INCH CAST tli□N BRllNZt FlTTED AUTOMATIC 0PERIITI!l'l, PRESSURE RE:GULATING V"iL VE. 3. BRONZE 114 TURN ii/ILL V 111. VE 9, 141\RlNE: llRADE ALUMINUM ENCLOSURE, ◄. BRONZE NON-AllJUSTAl!LE F'l.□w' Sw'!TCH. HINGED TCIP. S. 2 INCH TYPE: 'L' COPPER, 10, STRUCTURl\l. Al.UMlNUM BASE:Pt.llTE, BARRETT ENGINEERED .... ""'"°' De'onn Carlsbad Subdivision ltit6100 PUMPS """' !wsr BARRETT Engineered Pumps SPECIALIST$ IN PUMP& ANI>. PllMPINO SYSTEM& P.O. 11M 131~ Su Diego CA Jlt?ll.31$~ 1695 National A.._ San Dlego CA '2113 Ph-(<il!I) l32-11i!7 / l"AX (619) J.ll-lll:l!J PROJECT: DEJONG CARLSBAD SU8DMSION February 28, 2003 SYSTEM DESIGN PARAMETERS BEPCRl!-S•2-2-2P SOGPM I 90PS1 7 2 INCH $1.'l1dl\ ..... ..,~,,,__ & Skc 11·.ModdNvmt,s-----2l'S.t 230VAC l PMASE 60 HZ ~ Suttil!!I' ,.,.,._ ~"Stat~ v..a.,,._ .,_.......__ £1fflJiml 1b-, Ad Fr-· CRB-60U SOGPM 2lOFEET __ .Heat tet.' -M.id!I~ 5HP j 3SOORPM 27 AMPS 21:NCH --»N s-·--MJ..-' Pl.'-'IRt BOOSTER PUMP ASSEMBLY 1.1 Simplex wator preseure booster system as designed and fabricated by Banett Engineellld l'umpr;. TIie system $1189 be , eompkrtely Pl"f•IJrlcated system wt1II pump, piping, ~riool and struo\uta! elements. 1.2 Pump shall be: 1.1.2.1 vertical mulll~ een!tifUgal. Pump constru<Uon Shall be 01111 Iron ,tainless f1tled with cast Iron casiflO. lltllin\eSS stoel lmpelleB and i-ls. Pump shall be oqulpped wltl11llng$1tn caltlde meohanlctl seal Pump shall be dlrl!dly couplt!d to• c-fooe eleelric motor. 1.3 Eletlrlc motor ohall bo of !ht l!IIUluel oage lndudlon tYJltl llllllable for full """8ge stllfljng. Motor shall be ODI" to aid In ooollng. Ele,;t,to motor shalt be l'lled for continuous seNlc:e. Motor &hall have a 1.15 aeJVloe f1ctor. the motor shall eonfonn to the latest NEMI\ SlandaldS rot motor dvoign arid """""'1<11on. 1 .4 Pump Comrol Panel shad have a Nl!MA 4X plain front non-metalllc enclosure wtth pa<Jloell 111tottes. Includes pow11r and C<lllffll re9et&llle tnelffll!I Cllatlt bl'eaken,. heavy duty magnellc starter will> adjustable overtoad protection. Hand-Ofl'.,O.lllo !WIich to 1Blect mode of operation, and heavy duly numbered te""lnot $111Po for power and conlrol wiring lOlld terminations. 1.5 Metal oxide varistor protected pump start re.l&Y{S) Incorporated In panel lo stsrt pump With Signal from each IITfgotion controner. 1.6 All system piping wd be type 'L • copl)er. ,111 rrt11ng,, :,hsll be oopper or braool, with unlOIIS ot ftanges fo allow far system 111 ...... mbly or major oornp(Mtent 1emoval. S~em shaU inoorporate an integral f1lll ~ size byp8SS line with Isolation vlllve to allow fot pUmp removal and repalrwfthout di$Rlpllng water supply to system. 1.7 Isolation valves shall be aR "'-quarter tum ball valvM wilh hard Chrome ball on ,...,, r and tess. lsolat!On vatv .. sllaY ~• llJ!I style butterfly valves Vl1lh Suno•N elastomeric seals. ductile iron nld<el coated dloc. and stalnleS> steel stem with handle and 10 position galvanltlffl memcxy piste on lines Z½" ffl1d great,,r. 1.e G•"9<1t shall be 2¼" diameter race, glyoann filiqd with stain! ... eaoing and i,,.,., internals. 1.9 Flow adlvaled paddle style magnetically couplod ftr,w switch, senallive to flows .. IOW "" t !po, mounted on piping and lnteroonne<>led to lime dslay relay to oholt down PlllllP on no-now conditions, 11me delay relay adjustable from O to 6 minutias. 1.10 Pump.system shall be rnounlld on I stnK:tUral aluminum sW with mounting flanges on front and back to oil<lw for mounting ol el<kl to oonorete pod. Skid equipped with pipe support on suollon and dtooh•lll• piping. "'" nllla and bolls and "''""'"'" to be he,vy zinc:; coetad $teal on 8kid af1d pl~. Skid tlNl,\I inclOO• mounung hardw2nt for tnteoral .aluminum enolowre. I. 11 The syslom .-Ure "'1811 be vendal and weolher tllS;.,lanL menn• grade aluminum Alloy 5052-H32 oonstructton with rectangular punehO<Jt• for Vie¥11ng arid heot c11 .. 11>etlon. Tha enclosure shall be loW profile hinged 1oJ> design wllll padtool< pmvlslon. The i;over sholl be sewred to ttu, ooncreto pad with stainless steel ha,d\YeN>, 1. 12 Pumi, Anembly ohall lnotude lite fullowlng ched<ed opliom;: c Hy<treullcally conlrolled, dlapnragm actuated pn,ssuR>-regulatlng valve. cast \ten bronze t!lm with epoxy-ooatecl body, equtpped wtth flow clean strainer option. Valve to pmvlt1e oonslant downstream prMSUre regard!8 .. of pump cllscha,ge pressure. 1.13 TIie se,vil::es of a faoto,y fl>l)resontattve Ot trained oervlce l)IC!osslooal shall be mode ava!lal:Jle "" the Job stte to ched< 1r1$1allatlon and peJform the startup and lnotruct operating personnel. A 91a~up relJO~ oontoining VOitage and amperage ,,.adings . . , . suction and dlsdl&f\111 p,115SUn> madlngs, estimated now conditions, and general operating clloracterislics Sholl t,e wbmlllad to the Owtler 1.14 Four sots of operating and malntenanoe manuals shol he provided 10th• OV1t1or after startup and shall inclllde parts manllals for majOr ccmponents. perimmance wrve ro, pump. genernl sequence of operation, and elect~cal schematic for control pane\. ; -~l'VG J','l.Al{!1SI( Uhlir --~-c-1 ~ N/ a>i,tF~9.>IOIJ fT!T11..j6,~ TO 'ISIOLlf.11;.' b1~l'l~Ufl0I-J Tlll!>U•.lf. COMrttl!.¼IOI-I i::1rn"1b If . 1t!' .LOI-lb ~UP 17mm l'U,r,l'(.ls Ft> t..Y TUUI(. ___ =t11 1 l Ul"~-"'-'4 ---- ~ PiftH i'irr~--::::.:...----5Cj-! e,o FVC, lb;;;:,.-C:::L ltX> l"w; .. 'C'f-.._..;..· i<eY~ NALl, , COH'l,T t>~All-- ~----t l'el?. CML-rl-Al-l~ Al-IP Gioe:> G~t:> ll I Uhl If '!'1705·1'b ~101-11-JE XI+ 00 UI/\C-l"V'- CQ!4Pli$ '-"S!Oi-4 fl%. FITTI~'- 14 ~l"AIW ~!> . Hc-l--'-+-----"i-- Al~VAlL.llM IW.lfi== ~. lt-.lt>t,t,U.. Ar l-llbHe'>1" l'i>ll-lT OH Gl~tT. li-1~1"ALL- k---+--~L ~ . 14u '"· ~ NoTE: IN'Sf"AU-AU-l'VC. Pll'E Wmt W,r:WINb 1Al't= A-!> ~~Ul\i$1:7 1---------1· ~ 11 J .r,' y;.• -~~,,..,r.;.:1 l:::. UJ::: ~ 6fAl<ta Nlfl.l ::ii:;m;. 5t"Jdc:11t "'lj~(/0.<.,. µ;.,:,;~_:,_:,a~ ~ :2Y:jSECTION CD MULCH BED @ FINISH GRADE © PVC PIPE (DEPTH PER SPECIFICATION) © DRIP CONTROL VALVE © WATERPROOF WIRE CONNECTOR @ WIRE WITH 12" WIRE LOOP (j) FILTER @ 1/2 C.F. 3/4' CRUSHED ROCK ® PRESSURE REGULATOR 0 @) 12"x18' RECTANGULAR VALVE BOX· PURPLE PLASTIC WITH LOCKING LID @ PVC UNION FOR SERVICING ASSEMBLY @ MAINLINE ~ ELEVATION . KEYSTONE WALL IRRIGATION NOTTO SCALE FOrMU ee !IUi UE »l'EET CE 11 Rl ,S BIT CRl■IIV1 ll'INtt'fFQ IC .ElffltAL ... .,_1ION ie:RUDMTER~!'WUEIVU&I! J IIOIE, Al. e;ma:>11411:R llifllliA1IOMl'ff ,Ill) 91J!M1811,11l II! l'lffll At:' IAUP ..t f!! L a, JI, 'lr...,_lki Q :U:C...IION5fCl!ltl'IIIVA1E fllliA1IQl01G,,b • 'CJfll e,,o 11B:1.A1A11ClM IU.EI _., F ;; ;tnelQt CC111mU:110N(K-N:eYQ.S>M1£11ttwe'OCfaaW POTABLE MAINLINE CROSSING 811l8111'.JC ------,, QRI--- CALIFORNIA LANDSCAPE TECHNOLOdiIES . /ondscop$ orchltectute Irrigation de~lgn ·970 Woodlake IDrive .Cardiff by the Sea :Ca61omia 92007 760.942.9320 DRIP CONTROL VALVE RECYCLED SYSTEM f'OTAIU BY1CI! LN:----tl Ir 11P' tNtN to POrAIU IWUE 1M &net f,£CYQ,ED MlER Jlfa&Allaf lWUE Ir el.SM ---' w,rE, ~ Q.EAltfta a-12' tN1t1 I& NollDATORI' Ila GRJl6NI rA'IM <IP A POrAIU Ul£1t LIE. NSfAU.Ana4 CFIIECYCLEP IIIA18' RllriAllCH l1AtUE 2-4' ffOI FACE a-e1JB11U II.I.~ 11£ lf.'Cfle.lB!' If' IQW.QITAL aE,lf>All2 Fll:l1 f'O{AIU twUe N &1i&T. BENCH MARK DESCRIPTION: STA RIBOO 246+65 £CSTR££T CENTF:RLJN£ MONUMENr STAliPfD "SD. CO. ENGR. DEPT SUffV MON. LOCATION: ON £L CANINO Rf:AL 1 .83 MILES N'LY FROM LA COSfA AVE" E1£VATION: 295.JJ5 DATUM MS/. POTABLE SERVICE LINE CROSSING "AS BUILT" Rev. 12/16/03 Per City Comments Rev. 7/21/03 Per City Comments Rev. 5/27/03 Per 1----------------'-- City Redline RC£----EXP. DATE REIii. 4/18/03 Per REVIEWED BY: City Redline· 660-03-DJ 1/fSPECTOR DATE i----t---t-----------+---1--L--L__J~ CITY OF CARLSBAD ~ PLANNING DEPARTMENT 1 s~21 I • IRRIGATION DETAILS (HOA MAINTAINED/ RECYCLED) DEJONG PROPERTY .---t--t----------+----+--l--L--1 I-'::'·-~~~:===-=----~ L/-l'IQI r=;;;=~~;;;~================================t=====t====f====J====j LA~S~S~IS~T.~ANT-~=-=P_!A=_=N~N~ING-~~D~IR~E:_!:C~Ji~OR~~;;,;:-(=· =·~· :;;=~OA~TE~ LMIF INITIAL LMIF INITIAL LMIF INITIAL rowN BY: PROJE:Cf NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION '.;,~ BY.sic_•.----! CT98-05 OTHER APPROVAL CITY APPROVAL amu 408-7L ~ 0 00 ~ r- FRONTYIEW SIDEYIEW RAIN GUARD IN VANDAl.•RESISTANT ENCLOSURE • ._ CONTROUIR ENCLOSURE ~----::i=tl WITH Till-OUT DOOR. INSTALL PER MfO. INSTRUCTIONS. L __ .:::::::f+..l_ IRRIGATION CONTROUIR Pl!R PLAN, MOUNTED fACE UP IN ENCLOSURE DOOR , ,.__,.IMA-11 Gfl PlUO/SWITC IIOX WITH STAINLISS· STEEL COVER PLATE 1!1--'-'-"fLUIO.TIGHT CONDUIT--++-111 -~-~ INSIDE ENCLOSURE MOTE MOUliftED TIRMIINAl.!+I BOARD WITH NUMlll!RED TERMINALS FOR ALL VALVES ANCKORBOUS WIRES TO REMOTE CONTROL VALVES ----'\ _,:r PVC SCHEDULE 40 .__, CONDUIT, flmNGS ANO SWEEP Ell TO NOTE, All CONTIIOllERS SHALL HAY£ APPROVED IDENTIFYING LABELS FOR RECLAIMED WATER :r PVC SCHEDUlf 40 CONDUIT. POWER SIIPPlT FITTINGS AND SWUP Ell CONTROLLER IN STAINLESS STEEL ENCLOSURE RECYCLED SYSTEM 1 NOTE: f. All MAINUNE AND LATERAL PIPE SHAll BE COLOR CODED PURPlE AND SHAil • STENCILED WITH •NON-POTABLE• OR 'RECYCLED WATER.• 2. SLEEVES SHALL BE AS fOllOWll: A. UNDER VEHICLE PAYING, INSTAU MAINLINE, WIRING AND lATERAlS IN SEPARATE PVC SCH. 80 SLEEVES WITH 58' COYER. B. UNDER Pl:DESTRIAN PAVING, INSTALL MAINLINE AND WIRING IN SEPARATE PWC SCH. 40 SLEEVES WITH 18' COVER. © 18" MIN. MAINLINE COYER @ 12" MIN. LATERAL COVER @ SATURATE AND COMPACT BACKFILL TO 90% @ 6• MIN. CLEARANCE FROM HARDSCAPE/FINISH SURFACE @ FINISH SURFACE @ NON~PRESSURE 'LATERAL' LINE r-1\. PRESSURE MAINLINE WITH 'V PURPLE WARNING TAPE PER CITY REQUIREMENTS C. UNDER Pl:DESTRIAN PAYING, INSTAll lATERAlS IN SEPARATE PVC SCH. 40 SLEEVES WITH 12' COVER. @ DIRECT BURIAL, LOW VOLTAGE, CONTROL WIRES. BUNDLE AND TAPE BELOW TRENCHING RECYCLED SYSTEM CD FINISH GRADE/fOP OF MULCH 1•BELOWBOX ® QUICK-COUPLING VALVE ® PURPLE YALYE BOX: 10•INCH SIZE @ PVC SCH. 80 NIPPLE (lENGTit AS REQUIRED) ® I-INCH MINIMUM DEPTH OF 1/4-INCH WASHED GRAVEL © PVC SCH. 40 STREET Ell © PVC SCH. 40 TEE OR Ell © PVC MAINLINE PIPE ® PVC SCH. 40 Tx T Ell 9 a 7 ® 1• DIA. GALVAl'CIZED PIPE, 24• LONG, NOTE: 10 wmt STAINLESS STEEL GEAR CLAMPS QUICK COUPLER SHALL BE APPROVED FOR USE OR EQUIVALENT SUPPORT SYSTEM WITH ~~CYCLED WATER. ---·-~ ___ .---l QUICK-COUPLING VALVE RECYCLED SYSTEM RECLAIMED (HOA•MAINTAINED AREAS) 0 FINISHED GRADE 1" BELOW YALVE BOX TOP IN TURF AREAS 2" BELOW VALVE BOX TOP IN SHRUB AREAS r.;\ VALVE BOX· PURPLE PLASTIC ~ WITH LOCKING LID © 'PEN-TITE' WIRE CONNECTOR t.\ 18• EXTRA WIRE WRAPPED \;v AROUND 1/2" DIA. PIPE TO FORM COil © PVC MALE ADAPTER © PVC LATERAL LINE ~ PLASTIC VALVE TAG \V WITH VALVE NUMBER © 1/2 C.F. PEA GRAVEL IN BASE OF BOX 0 SCH, 80 UNION @ 5" SCH. 80 NIPPLES (2) @ PVC SCH. 80 NIPPLE @ PVC SCH. 40 TEE OR Ell @ CONTROL WIRES TO VALVES @ PVC PRESSURE MAINLINE @PYCSCH,40TxTEU r.;-,. CONTROL VALVE (NOTE: MASTER YALVE \!V TO. BE INSTALLED)VITH 80 MESH Y•STRAINER ON UPSTREAM SIDE OF VALVE.) 1 MASTER/REMOTE CONTROL VALVE RECYCLED SYSTEM (!) MAINTAIN a• MIN. FROM All BUILDINGS AND WAUS TYP. 1111 §1111 IHI§! =1111 IUI= =1n1 ..J---(,5 ""' SPRAY RISER WITH PURPLE ~ •NON-POTABLE• COVER OR TAPE 8 @ SCH. 80 RISER 1/7: @ FINISHED GRADE @ (2} SCH. 40 PVC STREET ELLS @ SCH. 40 PVC TEE OR Ell (J) PVC LATERAL @ 12' ABOVE GRADE (!) 12" MIN. LATERAL DEPTH NOTE: INSTALL PO,,..UPS WITHIN 10 FEET OF All PEDESTRIAN USE AREAS. SPRAY HEAD ON RISER RECYCLED SYSTEM CD CLEAN COMPACTED BACKFILL @ PAVING © UNDISTURBED SOil t.\ LATERAL LINES IN I..V SLEEVES. SEE NOTE BELOW fr\ MAINLINE AND \:!,,I CONTROL WIRES IN SEPARATE SLEEVES. SEE NOTE BELOW. © 24" MINIMUM LATERAL COVER ('.;'\ 24" MIN. MAINLINE ~ AND CONTROL WIRE COVER OR PER 1f----'--------, 5 IRRIGATION SPECIFICATIONS r.;\ 6" MIN. SEPARATION \.!!.) BETWEEN TWO PIPES IN TRENCH 9 ® 3" WIDE RECYCLED WATER ID TAPES INSTALL FIRST TAPE ON MAINLINE; INSTALL SECOND TAPE 12" ABOVE MAINLINE. NOTE: 1. IN ROCKY SOILS, BACKFILL MATERIAi IS TO BE COMPACTED CLEAN SAND. 2. SLEEVE SIZE TO BE 2-1/2 TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. 3. SLEEVES SHALL BE AS FOLLOWS: A. UNDER VEHICLE PAYING, INSTALL MAINllNE, WIRING AND LATERALS IN SEPARATE PVC S.CH. 80 SLEEVES WITH 30' COVER. B. UNDER PEDESTRIAL PAVING, INSTALL MAINLINE AND WIRING IN SEPARATE PVC SCH. 40 SLEEVES WITH 18" COVER. C. UNDER PEDESTRIAN PAVING, INSTALL LATERALS IN SEPARATE PVC SCH. 40 SLEEVES WITH 12" COVER. D. SLEEVES ARE TO BE PURPLE COLOR AND LABELED PER IRRIGATION SPECIFICATIONS. SLEEVE INSTALLATION RECYCLED SYSTEM 6}-----, 8 1 8 ----_1111_1111 3 r.\ GEAR-DRIVEN SHRUB ROTOR WITH \V PURPLE "NON-POTABLE• COYER: NOZZLE SHOULD BE 12" ABOVE GRADE AT COMPLETION OF INSTALLATION ,;;., 1/2' DIAMETER GALY. STEEL ~ PIPE OR #4 REBAR 30" LONG © FINISHED GRADE © CHECKVALVE (INSTALL ONLY IF HEAD ASSEMBLY DOES NOT INCLUDE CHECK VALVI:) ® 18' PVC SCH. 80 RISER © TWO CLAMPS WITH PLASTIC •ZIP TIES• OR STAINLESS STEEL HOSE CIAMP (!) SUPPLY LINE TEE OR Ell @ SWING JOINT (TWO MARLEX SxT ELLS) NOTE: INSTALL POP-UPS WITHIN 10 FEET OF AU PEDESTRIAN USE AREAS. SLOPE ROTOR RECYCLED SYSTEM © FINISH GRADE @ POP-UP STREAM ROTOR WITH PURPLE "NON-POTABLE" COVER @ 3/4• PVC SCH, 80 RISER @) SWING JOINT• 5/4" MARlEX STREET Ell ® PVC SCHEDULE 80 NIPPLE ® • PVC LATERAL LINE ® PVC SCHEDULE 40 TEE OR Ell @ 12" MIN. LATERAL DEPTH NOTE: INSTALL POP-UPS WITHIN 10 FEET OF ALL PEDESTRIAN USE AREAS. POP-UP ROTOR RECYCLED SYSTEM DATE INITIAL ENGINEER OF WORK .-,, DATE INITIAL REVISION DESCRIPTION OTHER APPRoVAL DATE Rev. 12/16/03 Per City Comments Rev. 7 /21 /03 Per City Comments Rev. 5/27/03 Per City Redline Rev. 4/18/03 Per City Redline 660-03-DJ LANDSCAPE TECHNOLOGIES . londscope architecture irrigation desJgn ·970 Woodlake Drive .Cardiff by the Sea .California 92007 760.942,9320 BENCH MARK DESCRIPTION: STA RIS()Q 246+65 ECSTRffT CENTERLINE MONUMENT STAMPED ~- CO. ENGR. OEPT SIJRV MON. LOCATION: ON El. CAMINO REAL I .BJ MILES N'LY FROU LA COSTA A\£ ElEVATTON: 295.JJ5 IMTIJM MSL "AS BUILT" .RC£ D<P. DATE REVIEW£D BY: ,INSPECTOR DATE ',·· .. :,. I s10 I I 215 I CITY OF CARLSBAD PLANNING DEPARTMENT IRRIGATION DETAILS (HOA MAINTAINED/ RECYCLED) DEJONG PROPERTY I "r,l'R0Vl'J.I . A / {p.J~ L/-lt./-o<( ASSISTANT PLANNING DIRECTOR DATE /NmAL CIIKO BY: PROJECT NO. CITY APPROVAL IDWN BY: //1IWO BY: II CT98-05 I DRAWING NO. , 408-7L - 042604 ..b. 0 OC> I -+.I r PLANT LIST ;ZONE TW01 REFINED• POINSETTIA PARKWAY AND PRIVATELY MAINTAINED INTERIOR SLOPES HYDROSEED 'A' COVER CROP BLACK RAIL ROAD STREET TREE - CODE BOTANICAi. NAME COMMON NAME OTT SIZE NOTES (□) Cinnamomum camphora Camphor Tree 20 24' Box Standard. Double stake per detail. INTERNAL STREET TREE CODE BOTANICAL NAME COMMON NAME QTY SIZE IICITES (•) Ouercus ilex Holly Oak 32 15 Gallon Standard. Double stake per detail. POINSETTIA LANE STREET TREE CODE BOTANICAL IAME COMMON NAME QTY SIZE NOTES CODE BOTANICAi. NAME COMI\IOII NAME QTY SIZE ~"0 NOTES Alyssum 'Carpet of SnoW' Alyssum Hydroseed 2 lbs. per acre. ~v Alyssum 'Royal Carpet' Alyssum Hydroseed 1 lbs. per acre. "~~ Lasthenia calilornica Common Goldfields Hydroseed 2 lbs. per acre ~~ Phacelia campanularia California Desert Bluebells Hydroseed 2 lbs. per acre. • HYDROSEED 8' IRRIGATED/NON•IRRIGATED MIX r IOtANICAL NAME . COMMON NAME QTY SIZE NOTES Artemlsia californica California Sagebrush Hydroseed 2 lbs. per acre. CODE BOTANICAL NAME COMMON NAME QTY SIZE NOTES 1 Abella grandiflora Glossy Abelia 32 5 Gallon 2 Bougainvillea brasiliensis 'Crimson Jewel' Bougainvillea 7& 5 Gallon 3 Coleonema pulchrum Pink Breath of Heaven 27 5 Gallon I I .,..,..... Distictis 'Rivers' Royal Trumpet Vine 35 5 Gallon Staked -tie to wall. Install 20'-0' O.C. I ' 4 Escallonia 'Fradesii' Fradesii Escallonia 42 5 Gallon 0 Hemerocallis hybrids Daylily 145 1 Gallon 60% Orange; 30% Double Gold; 10% \ Red. i 6 Nandina domestica 'Compacta' Heavenly Bamboo 5 Gallon 30 7 Phormium tenax 'Bronze' ! New Zealand Flax 42 5 Gallon (o) Magnolia grandiHora 'Majestic Beauty• Evergreen Magnolia 19 24"Box Standard. Double stake per detail. Encelia califomlca Coast Sunflower Hydroseed 3 lbs. per acre. ' 8 Pittosporum tobira 'Variegate: Tobira 19 5 Gallon ' POINSETTIA LANE SUPPORT TREE CODE BOTANICAL NAME COMMON NAME U!! SIZE NOTES {.) Brachychlton acerilolius Flame Tree l& 24' Box Standard. Double stake per detail. l Eriogonum fasciculatum Calllomia Buckwheat Hydroseed 8 lbs. per acre. Hemizonia faseiculata Slender T arweed Hydroseed 2 lbs. per acre. Lotus scoparius Deer Weed Hydroseed 5 lbs. per acre. Lupinus bicolor Dove Lupine Hydroseed 4 lbs. per acre. 9 Rhaphiolepis indica 'Ballerina' India Hawthorn 136 5 Gallon -Rosmarinus officinalis 1Prostratus1 Trailing Rosemary 12' O.C. Plant in addrtion to Hydroseed Flats -'A' cover crop. Private slopes and parkway. 10 Xylosma congestum Xylosma 23 5 Gallon VERTICAL ACCENT TREE Mlmulus punioeus Monkey Flower Hydroseed 2 lbs. per acre. ' .. ···-- CODE BOTANICAL NAME COMMONIIAIIE QTY SIZE NOTES Plantago insularis Indian Wheatgrass Hydroseed 50 lbs. per acre. ..... ,_ - ZONE THREE: NATURALIZING/TRANSITIONAL· ALL MANUFACTURED HOA MAINTAINED SLOPES + Lophostemon confertus (Tristania conferta) WALL PLANTING CODE BOTAIIICAL IIAME NOT SHOWN Ficus pumila (F. repens) \ 1I a;, :... \ ~®~-.,.,,...;., ' ·,~ -i I Brisbane Box COMMON NAME Creeping Fig 11 15 Gallon Standard. Double stake per detail. OTT SIZE NOTES 1 Gallon Staked. Remove from stake and plant In wall planter units 48" O.C. Contractor shall estimate quantity in field. TWELVE-FOOT (12') WIDE TRAIL EASEMENT ~'i,._. · *\-... · VS,EED~~AILS~~ETrv· \----~~.::- ~IG!ffOFWAY/p O INS ETTI A \ '\ /, \/ ;✓----\ \ I \ i ; SUBDIVISION BOUNDARY ----~-·--':·· --__ ,__ __ ' ------- ----......_ I I I ;/ , -------f..-_ I I I HYDROSEED NOTES / ! I / I ~' , , I \ \ \ '\ I \" "-. . --. \ A------.. / ! i I h ii ,/ ' \ .1 "-('---._ 'I;-,. ""'\ I '---.. II._, · 1, Hydroseed preparation and application shall conform to all County of San Diego guidelines -c. The engine throttle shall be opened to full speed when the tank is half-filled with water. All I ~ '> ,?\ ~--"-.., , , "' "-~~ \ and restrictions regarding erosion control BMP. the bonded fiber matrix shall be added by the time the tank is two-thirds (2/3) to three-0. 5. i'allowup and Cerlilication: fourth~ (3/4) full. Spraying shall commence immediately when the tank is full. a. All bare spots shall be re-seeded within ninety (90) days to the satisfaction of the d. A wetting agent consisting of 95 percent alkyl polyethylene glycol ether shall be applied Landscape Architect. 2. Equipment: CODE 11 12 13 14 15 16 17 18 a. Hydraulic equipment used for the application of the fertilizer, seed and slurry of prepared bonded fiber matrix (BFM) shall be of the ''Super Hydro-Seeder" type as approved by the San Diego County Engineer. This equipment shall have a built-in agitation system and operating capacity sufficient to agitate, suspend, and homogeneously mix a slurry containing not less than 3500 pound:s fiber matrix per acre and 300 pounds 15-15-15 mix as per manufacturer's recommendations. b. Prior to the acceptance of the hydroseeded areas by the Landscape Architect, the 4. Application: Hyd_roseed Contractor/Applicator must submit a letter to the City Inspector for approval a. Equipment used for the application of slurry shall have a built-in agitation system to certifying that the BFM has been inStalled in accordance with the approved application suspend and homogeneously mix the slurry. The slurry mix shall be dyed green. The rates and coverage requirements and that the hydroseed growth is adequately . established to prevent erosion. eqwpment must have a pump capable of applying slurry uniformly. The operator shall per acre. BOTANICAL NAME COMIIIIONNAME Arbutus unedo 'Compacta' Strawberry Tree Bougainvillea brasiliensis 'La Jolla' Bougainvillea Ceanothus griseus horizontalis 'Yankee Point' Carmel Creeper Cistus 'Sunset' Rockrose Convolvulus cneorum Bush Morning Glory Echium candicans (faluosum) Pride of Madeira Leptospermum scoparium 'Helene Strybing' New Zealand Tea Tree Melaleuca nesophila Pink Melaleuca Myoporum parvifolium 'Pulah Creek' Myoporum 20 fT_ STORM DRAIN EASEMENT -~ I I j I QTY 27 ,~ 74 45 50 29 70 16 I/ SIZE 5 Gallon 5 Gallon 1 Gallon 5 Gallon 1 Gallon 1 Gallon 5 Gallon 5 Gallon Flats I I I ' I I ' ) I I '. I I '!I // 'I . \ I -u.·/1+1-··/!. > ~/ ___ i __ --..,_ \./.I ' i -\ R t ! I I I MAINTENANCE Owner is responsible for maintenance in all areas such as, but not limijed to, tree pruning and maintenance, maintenance of the irrigation system to avoid overspray onto structures, water runoff or soil saturation which may result in damage to property, persons or plants. Owner is solely responsible for the results of an lack of or im ro er maintenance. NOTES Multi-trunk. Multi-trunk. 18' O.C.; Plant in addition to Hydroseed 'A' cover crop. HOA-maintained areas only. ' ' NOTE: SEE FIRE PROTECTION PLAN (REVISED 1•27-99) AS APPROVED BY CITY OF CARLSBAD .,1~110, , ..... , .... Rev. 12/16/03 Per CALIFORNIA LANDSCAPE TECHNOLOGIES . londscape architecture irrigation design ·970 Woodlake Drive .Cardiff by the Sea :ca11tomia 92007 760.942.9320 BENCH MARK DESCRIPTION: STA R1800 246+65 ECSTREU CENFERUNE UONUUENr STAMPED "SD, CO. ENGR. DEPr SURV MON. I.OCATlON: El.EVAnON: ON EL CAMINO REAL I .BJ 1111.ES N'l.Y FROM LA COSTA A\£ 295.:JJS DATUM M!x- City Comments 1---------------------1 "AS BUILT" Rev. 7/21/03 Per City Comments Rev. 5/27/03 Per City Redline RCE ____ EXP. ____ _ Rev. 4/18/03 Per REVIEWED BY: City RedHne 660-03-DJ 'INSPECTOR DATE DATE b. The slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which will provide a continuous non- fluctuating discharge. The slurry tank shall have a minimum capacity of 1500 gallons and shall be mounted on a traveling unit -either self-propelled or drawn by a separate unit, which will place the slurry tank spray nozzles within sufficient proximity to the areas to be seeded. spray the slopes with a unttorm, visible coat by using the green color of the fiber matrix as c. Permanently irrig~t~d stopes shall be maintained for a period no less than 90 days. a guide. The slurry shall be applied in a sweeping motion, in an arched stream so as to d. Nonpermanently irrigated areas shall be maintained for a period not less than 25 months. fall like rain, and must be applied from all direclions, allowing the fiber matrix to build on e. All revegetated areas_ shall be maintained by the Permittee until final approval by the City t---t--t----------+---:----1---+---L-1~. CITY OF CARIB BAD I 5 ... H. t:r.r 5 I ,. Ll!J PLANNING DEPARTMENT . 21 3. Preparation: a. The slurry preparation shall take place at the site of work and shall begin by adding water to the tank when the engine is at half-throttle. When the water level has reached the height of the agitator shaft, good re-circulation shall be established and, at this time, the seed shall be added. Fertilizers shall then be added, followed by bonded fiber matrix. b. Fiber matrix shall only be added to the mixture after the seed and when the tank is at least one-third (1/3) filled with water. each other until 100% coverage is achieved and the material is spread at the required rate of Carlsbad. The maintenance period begins on the first day following acceptance and per acre. m?y be extended at the determination of the City of Carlsbad. b. Application rates shall be 3500 pounds per acre minimum for 2:1 or shallower slopes and f. Pnor to final app'.oval , the City of Carlsbad may require corrective action including but not 4000 pounds per acre for slopes steeper than 2: 1. limited ,to re~lantmg, the prov1Sion or modnication of irrigation systems, and the repair of c, Fiber mulch shall be applied at a minimum rate of 2,000 pounds per acre except when any soil eroSion or slope slippage. · · used in conjunction with straw mulch, when it shall be applied at a minimum rate of 400 pounds per acre. d. BFM shall be applied at least 24 hours before or alter rainfall. e. Contractor shall protect site with brow ditches and/or diversion berms at the top of slopes to divert flow from the face of the slope. f. BFM must be installed in conjunction with seeded erosion control vegetation. SEE SPECIFICATIONS SHEET 18 SEE Pl.ANTING DETAILS, SHEET 17 0 SCALE: 1 "= 20'0" NORTH 3/4/03 PLANTING PUUI & LEGEl•D DEJONG PROPERTY ENG/NI.IR 0~ WORI< ~~-==· ·•==· =·====· ·=--====:! i----1---t-------------'---+---l---+--L-_J ~A~ss~,s~rA=N=T=P=l.A=N=N=IN~G~D=iR=-1==-c=fo==R=--=-···=·~=··:=::=:-l/,--_f_'t./_:.O_OA,::t/:c1'E"-'--I DATE INITIAL DATE DWN BY:----PROJECT NO. DRAWING R,c-o '7510 INITIAL DATE INITIAL AH'VD e~ .. ----. NO. C VI N D£SCRIPT/QN ~. n '· CT98 05 OTHER APPROVAL CITY APPl?OVAL RYWD fl'f: -408-7L 042604 ~ 0 Q) ' -w r- PLANT ALL TREES A MINIMUM OF THREE FEET (3') OUT OF RIGHT-OF-WAY NOTE: SEE FIRE PROTECTION PLAN (REVISED 1-27-99) AS APPROVED BY CITY OF CARLSBAD NOTE: ADDITIONAL NATIVE PLANTINGS MAY BE REQUIRED IN ZONE B-2 IF REQUESTED BY CITY OF CARLSBAD INSPECTOR DEPENDENT UPON QUALITY OF EXISTING PLANTING. \ \ "' w w ~::n '\' --. \ \ \ \ \ FIRE SUPPRESSION ,--,c- \ , ZONE B2 . \ . \ \\ \ \ \ \ \ \ \ \ \ \ \ ~ . \ ' OPE~ SPACE FIR~ SUPPRESSION EASEMENT \ ' ,,<\ ' I . , .. \\N \\\\\ \ \ \' \ \ \ . \ N I \ \ ', ,, \. '\ \ \ ' . \ ' \\\'\"\\\I · v.-\ \' \ FIRE SUPPRESSION . \ ' ZONEBa I ! ! ' ! I / ! / \/ ,\ / / I 10 20 -~ \ -,-\\ \ j ) \\; ) EXIST, SDG&E TOWER . ·;-7T· ,~~ I \ \( - ·-\ ' \ ~ --'I-: - ,/ / f ,, - SLOPE REVECETATION/EROSION CONTROL POLICIES AND REQUIREMENTS FROM CITY OF CARLSBAD LANDSCAPE MANUAL E.3-1-3.1.1 SLOPE PLAIITING/SLOPE PLANTING STANDARDS E.3-1.2 E.3-1 .2.1 Slopes requiring erosion control measures as specified herein shalt be treated with one or more of the following planting standards: A. Standard #1 -Cover Crop/Jute Mesh Cover crop shall be a seed mix typically made up of quick germinating and fast covering grasses, clovers and/or wild flowers. Submit the specific seed mix for City approval prior to application. The cover crop shall be applied at a rate and manner sufficient 10 provide 90% coverage within thirty (30) days. Type of jute mesh shall be as approved by the City and S1aked to the slope as recommended by the manufacturer . Jute mesh shall be required when planting occurs between AuguS115 and April 15. During the remainder of the year, the cover crop and/or jute mesh may be used. 8. Standard #2 -Ground cover One hundred percent (100%) of the area shall be planted with a ground cover known to have excellent soil binding characteristics (planted from a minimum size of flatted material and spaced to provide full coverage within one year). c. Standard #3 -Low Shrubs Low spreading woody shrubs (planted from a minimum of 2-3/4 inch liners) shall cover a minimum of seventy percent (70%) of the slope face (at mature size). o. Standard #4 -Trees and/or Large Shrubs Trees and/or large shrubs shall be planted (from a minimum of 1-gallon containers) at a minimum rate of one (1) plant per two hundred (200) square feet. AREAS OF APPLICATION (PLANTING) Slopes-6:1 or steeper and: A. 3 feet or less In vertlcal height and are adjacent to public walks or streets require at minimum Standard #1 (cover crop and juted). 8. 4 feet to 8 feet In vertical height require Standards #1, #2, and #3. c. In excess of a feet In wertical height require Standards #1, #2, #3 and #4. E.3-1.2-2 SPECIAL CONDmONS E.3-1 .2-2.1 Areas graded flatter than 6:1 require Standard #1 (cover crop) when they have one or more of the following conditions: · A. Sheet graded pads not scheduled for improvements within 6 months of completion of rough grading. 8 . A potential erosion problem as determined by the City. C. Identified by the City as highly visible areas to the public or have special conditions that warrant immediate treatment. E.3-1.2-2.2 Areas to be hydroseeded shall first be disked or rototilled to provide a friable, lo seed bed. 'I: BENCH LANDSCAPE TECHNOLOGIES /andsCape architecture Irrigation design 970 Woodlal<e Drive Cardiff by 1he Sea California 92007 760.942.9320 MARK ' FIRE SUPPRESSION 0£SCRIPTION: STA RIBOO 246+65 E:CSTREET -ZONEA2 CEN1ERUNE MONUM£Nr STAMPED ~D. CO. ENGR. DEPT SURV MON. · LOCA710N: ON EL CAMINO REi4L 1.83 Mll£S Rev. 12/16/03 Per N'l. Y FROM LA COSTA A\>£ E SUPPRESSION City Comments £LEVATION: 295.JJ5 fMTUM MSL ZONEA1 Rev. 7/21/03 Per "AS BUILT" City Comments Rev. 5/27/03 Per City Redline RCE EXP. DATE -· TILITY EASEMENT Rev. 4/18/03 Per REVIEWED BY.· 30 FT. U City Redline 660-03-DJ INSPECTOR DAT£ I 1H2 I I s21I CITY OF CARLSBAD PLANNING DEPARTMENT - 9 PLANTING PLAN 40 DEJONG PROPERTY I; ROVE/"Z,,..., 1---4-ll/,O'/._ ASSISTANT PLANNING DIRECTOR DATE OATE INfTIAL OWN BY: PROJECT NO. DRAWING NJ DATE IN!TW DATE INITIAL. REVISION DESCRIPTION CHKO BY: CT98 -05 ENG/Nf:E:R 01' WORK OTHE:R APPROVAL CtlY APPROVAL RVWD BY: 408-7L . -----·--· 042604 \ \ 100 FT. SDG&E iSEMENT t >g/ A I / \ \ NOTE: \ SEE FIRE PROTECTION PLAN (REVISED 1-27-99) AS APPROVED BY CITY OF CARLSBAD NOTE: ADDITIONAL NATIVE PLANTINGS MAY BE REQUIRED IN ZONE B-2 IF .. REQUESTED BY CITY OF CARLSBAD INSPECTOR DEPENDENT UPON QUALITY OF EXISTING PLANTING. SEE PLANTING DETAILS, SHEET 17' SEE PLANT LIST, SHEET 11 SEE SPECIFICATIONS SHEET 18 / / FIRE SUPPRESSION ZONEB3 FIRE SUPPRESSION ZONEB2 FIRE SUPPRESSION ZONEA2 -.....-..,;....!FIRE SUPPRESSION ZONEA1 LO ' I I / I I I . I \ \ I ( -+-- -- ( \ ' ' ) I I I I • ( \ l ' E Jse.k S~EET 1 ~ SCALE: 1"-=20'0" 0 10 20 MATCHLINE • SEE SHEET 12 .---· t_f>LANT ALL TREES A MINIMUM OF THREE \\ /' __ . FEET(3'JOUTOFRIGHT-OF-WAY \\__ ---~ / ----~ C() ~'---.--.. --·-. / /-------~ . '-. \ l / f""-~' I ,, / , I , 1-=\"I ~~n: ... , ________ l lr'c-H I IN~ -l ~o)O ' :OJ"••• 1 \.,tJ),/\ ,. ~►---i II , '!' LANDSCAPE 1 TECHNOI.OGIES landscape , arohllecture Irrigation desJgll 970 Woodlake Drive cardiff by 1he Sea · California • 92007 760.942.9320 ·, ./ ;1/',f'r) (\ I ...,~, ,.,, w,oenw, ._.., • ..,. 1 SEE D~AIL SHE~ 17 RIGHT OF WAY / ~ ·# G~"t / ~ ~ ~':,'<'~ ✓11-t-+--t--t-+:'il';a,,-<:,'(:,'<) ·'ii' ~ .. # ~v~ ~,._"tc Rev. 12/16/03 Per City Comments Rev. 7/21/03 Per City Comments Rev. 5/27/03 Per BENCH MARK OE:SCR!P110N: STA Rl800 246+65 E:CSrRE:ET CENTffiUNE: MONUUENr STAMPE:D "so. CO. E:NGR. D£PT SURV MON • LOCA110N: ON E:L CAMINO REAL 1.8.J MILE:S N'I. Y FRO/,/ LA COSTA AV!: ELEYATION: 295.3.JS DATUM MSL "AS BUILT" City Redline RCE ___ EXP. __ _ DATE Rev. 4/18/03 Per RE:V/EWED BY: City Redlina 660-03-DJ INSPECTOR DATE t---J--t----------f------J.---l---11-----1 ~ CITY OF CARLSBAD I SHEETS] L_lli Pl.ANNING DEPARTMENT 21 PLANTING PLAN DEJONG PROPERTY 042604 ~ c:, O> I ..,.. r- SIGHT DISTANCE CORRIDOR·-· MATCHLINE .. SEE SHEET lS -------' 1 ~ MARITIME _;:,.,-=-:--.. -=-.:-------~ _,,,.-·----. ----·~- I 0 <( 0 ·EC "-- ·-3:) . \ /-\ I _ill ---1---0 -•·-r-01 r="rll' ·- ) } ) -\--- ~ 0 <( _. al SEE PLANT LIST, SHEET 11 SEE SPECIFICATIONS SHEET 18 SEE PLANTING DETAILS, SHEET 17 --. ··---------~--- ---- r--- -----~ .......... -.......~,---...____ I I / ( \ \ \ ' ' ' ' \ \ \ 342.6 X 342.7 X f KEY MAP NOTTO SCALE _ _J ____ .P<.\l ,.._.. LANDSCAPE TECHNOLOGIES ~-d:d~tt==l\d~ttz~fH~~1"HJfff~4\II I /andscope arehiteclure /rrigaflondesign SCALE: 1 "=20'0" 0 10 20 40 .970 Wo6dlake Drive . · •Cardiff by the Sea 'California 92007 760:942.9320 BENCH MARK DESCRIPTION: STA R/800 246+65 ECSTREET CENTERUNE MONUMENT SfAMPED ·so. CO, ENGR. DEPT SURV /JON. LOCATION: ON El CAM/ND REAL 1.83 MILES N'LY FROU LA Cf)STA A\IE" ELEVATION: 295.:s:J5 DATUM MSL Rev . 12/16/03 Per City Comments t---------------J "AS BUILT" Rev. 7/21/03 Per City_ Comments Rev. 5/27/0J Per . flt;, Redline ~RC::_:E-====::===--:EX:_P.:_. -======---DA_TE _ _j Rev. 4/18/03 Per l1E'IIEW£0 BY: City Redline 660-03-0J -;;/N-;;:;SA:::£:::::C=ro=R---------D->1Ti_E __ ~ CITY OF CARLSBAD f=====t====t===========================t====±====t===:i===J ~ PLANNING DEPARTMENT PLANTING PLAN DEJONG PROPERTY t----t---t-----__:_--------1--+--+---1----1 r.;j~~:u-=-::.A:===-===========--=!J ~==t==t======-=_-=_-:_-=_--=-_--=---+--+-L=c=i I~~~~-,----~-l/-l'I-Q£; c.:A~S~S~~~TAN_= _=T~PLA~=N_N~IN~ 'G~D~IR~C~TO;R==,;:;:====:; OAT£ i ~OAo..mT£:-i111NlllmWAL7°"--------------+-DA=· --+--L=I=:J IDWN BY: nnwc-cr NO. ~--. R ,E INITIAL OATE INITIAL •"' L' DRAWING NO NORT~4/03 ENGINEER OF WORK EVIS/ON DESCRIPTION OTHER APPROVAL CITY APPROVAL = :;--~I CT98-05 408-7L .: INSTALL HYDFiOSEED MIX B (SEE PLANT LIST SHEET 11) IN AREAS DISTURBED BY STORM DRAIN ANO C()NSTRUCTION PROCicss,_ - / _ 20 FT. STORM DRAIN EASEMENT \ \\ \ ' ( I ) / FIRE SUPPRESSION -CRIB WALL '\____' IRE SUPPRESSION ZONE81 ------"' .. - -I I I BLACK- NOTE: SEE FIRE PROTECTION PLAN (REVISED 1-27-99) AS APPROVED BVCITY OF C.A_l'ILSBAD ALL BACKYARD PLANTING TO BE PROVIDED BY HOMEOWNER AND SHALL CONFORM TO BRUSH MANAGEMENT RESTRICTIONS FOR ZONES A1 AND A2 WHERE APPLICABLE. NOTE: ADDITIONAL NATIVE PLANTINGS MAY BE REQUIRED IN ZONE B-2 IF REQUESTED BY CITY OF CARLSBAD INSPECTOR DEPENDENT UPON QUALITY OF EXISTING PLANTING. SEE PLANT LIST, SHEET 11 SEE SPECIFICATIONS SHEET 18 SEE PLANTING DETAILS, SHEET 17 . ARE SUPPRESSION ZONEB2 -,. RAIL- nn--1-/ +, SUBDIVISION BOUNDARY_ FIRE SUPPRESSION • . ZONEA1 - I ' / ) / / TCHLINE-SEESHEET 13 · \ I I \ \ \ \ ROAD SCALE: 1""'20'0' 0 10 20 -:---- I • f / \ ' I ' \ I I \ \ \ \ \ ' I ' \ \ \, \ ' \ \ ' \ ( j -¥- \ w > - I a: I C .I --I !~~~+-------: -.... , --·a: P"l"S~--c:( /~-- --..,. ____ -+ \ Rev. 12/16/03 Per City Comments Rev. 7/21/03 Per City C<Jmrnen~s ·------~ DSCAP~- fj II .__ CALIFORNIA LANDSCAPE TECHNOLOGIES- _, 4-Q;~:::::k lonc/scape - ClfChltecture lrrlgaflon design 970 Woodlake Drive Cardiff by 1he Sea• California 92007 , 760.942:9320 BENCH MARK DESCRIPTION: STA Rf800 246+65 ECSTREET CENTf:RUNf: MONU/,/ENr STAMPED "SD. CO. ENGR. DEPT SURV MON. LOCAnON: ON EL CAMINO REAL 1.8:J /JILES N'LY FROM LA COSTA A\.'f: ELEVATION: 295.JJ5 DATUM MSL "AS BUILT" SIGHT DISTANCE CORRIDOR Rev. 5/27/03 Per City Redline 4!l • NORTH 3/4/03 RC£ ___ EXP. DATE Rev. 4/18/03 Per REVIEWED BY: City Redline 660-03-DJ INSPECTOR DATE 1--+--+------------i----r---.-i---,GI] CITY PJN~NG~E~~~BAD ~ PLANTING PLAN DEJONG PRQPE_RTY 4 -1'-I-~ I l------+--+----------------i--4--r----r--7 l-~~b,; ~~===-=--~.---~ --~~-:,-;-;:cc' 1------f--f----------------t----t--r----r--, ~~~•=····=·· ·'.'.:'.·-·=·::::· ·:::/N::;G';'.Q:::.lall;:::-:::'li'.;::O;,R;. ·;;:~;=-=-::;··-;:·,.;~~~~DA:-Tl..J h ----+-:----+-----------------i-;;:;;:;::1-;;:;;:;:;;;---i--;;;;:;:--r-;;~7 OWN BY; ---PROJECT NO. I DRAWING NC,. ., ,, DATE INITIAL DATE: INmAl DATE INITIAL CHKD BY; ___ I CT98 05 408-7L REVISION DESCRIPTION ocu<R APPROVAL CITY APPROVAL RVWD BY: ~ • £NGIN£fR OF WORK n. 042604 \ l t 0, I --.J r- \ --/ \ \ I I i / ----,L --,L -"'--. .,,. } .-. _ _,,,~' __ --__ .. ,..----, , .,,,.,.,.~ I \ ~~-:::\ ,., C's._:;~~ \'-__ .l.------! C IC\ :::, • ' ' ___ -::, -1 I \~ \ /\ h 0 J ·~ " .0 z ::, 0 m z 0 iii . > ' / 0 m•·· ::, ti) c · .~'.<( 0 a: 1::..J -<( a: /I •.. l ' I ! ~ ' 0 -j.jµi+!+:::i--l (/) '; <( ..J-trf--tttt;;;..) m -----~-~ i i : i .' I ; / _l __ L __ _ ' ' i --:_ -j j :,:__ _:_----_I_ --_j ---_/_ - i l I I I ! I r I I I f / i i . )/ ----I , I i I I i / ' ' I I 24 , / I 342.5 I . , I . • ', . ; l i ; . i ' I / i 123 ) . I 342.5 .. I / ! i i ', I , i ! , / // I • ' ' ! • ' ' ; i I I I , I I ' . . I I I ! I ! I I I ) RIGHT OF WAY SEE SPECIFICATIONS SHEET 18 SEE PLANT LIST, SHEET 11 SEE PLANTING DETAILS, SHEET 17 NOTE: SEE FIRE PROTECTION PLAN (REVISED 1-27-99) AS APPROVED BY CITY OF CARLSBAD NOTE: ADDITIONAL NATIVE PLANTINGS MAY BE REQUIRED IN ZONE B-2 IF REQUESTED BY CITY OF CARLSBAD INSPECTOR DEPENDENT UPON QUALITY OF EXISTING PLANTING. 0 SCALE: 1"=20'0" 10 20 ,o ' • \ • ' I \ \ ' 2~ I . . ' , I I 14~. 4 I\ l \ \ I : i i . \:i . ' \ I \ \ \ \ i \ ' \ ! I ' \ ' ·, . \ ! FIRE SUPPRESSION ZONEA2 DA 1T INITIAL NORTH ENG/NIT/? OF WOl?K 3/4/03 REVISION DESCRIPTION DAIT INmAL OTHER APPl?OVAL Rev . 12/16/03 Per City Comments Rev. 7/21/03 Per City Comments Rev. 5/27/03 Per City Redline Rev. 4/18/03 Per City Redline J: CALIFORNIA LANDSCAPE • TECHNOLOGIES ·. landscape achlteclure . trrlgatfon design . 970Woodlake Drive Cardiff by lhe Sea California 92007 760.942.9320 , BENCH MARK DESCRIPTION: STA R1800 246+65 ECSTR££T CENTf'RUNE MONUl,/ENT STAMPED "SD • CO. ENGR. DEPT SUF?V MON. LOCA710N: ON EL CAMINO REAL I.BJ MILES N'LY FROM LA COSTA Al-£ ELEVATION: 295 • .J.JS DATUM MSL "AS BUILT" RCE EXP. DATE RIYTEWED BY: 660-03-DJ INSPECTOR VAT£ DAIT /HIT/AL CITY APPl?OVAL PLANTING PLAN DEJONG PROPERTY OWN BY:----PROJECT NO. CT98 -05 CHKOBY: __ _ RVWD BY: VRAW/Nt; NO. 408-7L 042604 t 00 I ~ @ ® SECTION PLAN 1 2 3, © 2" DIA. x 10' LODGEPOLE PINE STAKE (2 REO'D) @ 1' JC 2" WOOD BRACE @ VINYL TREE TIE (2 REO'D) @ 24"MIN. ® SEE TREE PLANTING DETAIL © 12"MIN. (l) TREE TRUNK @ ROOTBALL 7i----+ PLAN VIEW DOUBLE STAKING @ © 2' BELOW TOP OF CURB, SIDEWALK OR OTHER HARDSCAPEFEATURE PREPARED SOil FINISH GRADE EQUAL (X) • SEE PLANT SCHEDULE FOR ON CENTER SPACING CONCRETE MOW STRIP OR HARDSCAPEIMPROVEMENT AS INDICATED ON PLAN @ CONCRETE CURB OR HARDSCAPEIMPROVEMENT AS INDICATED ON PLAN (V EQUAL 1/2 (X) OR 6" MIN. GROUNDCOVER PLANTING ::L ... -Ii' .. ~ " " VINE ATTACHED TO SURFACE BY APPROVED METHOD NURSERY STAKE • TO BE REMOVED EXISTING SURFACE CROWN· 1" ABOVE FINISH GRADE 4• HIGH WATERING BASIN (If REQ'D.) PLANT TABLETS FINISH GRADE BACKFILL MIX (SEE SPECS.) 2X ROOTBALL DIA. UNDISTURBED NATIVE SOIL ROOTBALL MIN. 6" BELOW FINISHED FLOOR @ BLDG. VINE PLANTING ©-0 ROOTBALL 1 ® CROWN -1/2" ABOVE FINISH GRADE © FINISH GRADE 0 FINISH GRADE AT SLOPE © 2 X ROOtBALL DIAMETER © BACKFILL MIX (SEE SPECS.) 0 PLANT TABLETS (SEE SPECS.) © 4' HIGH WATERING BASIN 4 (IF REQ'D} 0 UNDISTURBED NATIVE SOIL TREE/SHRUB PLANTING NOTES: A. SPLICES TO BE 1X4 REDWOOD, 8' O.C. TYPiCAl B. NAJLS TO BE GALV. COMMON NAILS • NAil AS REQUIRED FOR SCUD INSTAU.ATION C. HEADERBOAROS SHALL BE l.AtD mue TO LINE ANO GRADE D. ON TURNS AND CURVES, TWO 1• X 4• LAM!NATEO BOARDS IN PLACE OF 2X4 SHAU. BE USEO E. TRAlL WIDTH TO BE 8' UNLESS SPECIFIED OTHERlMSE F INSTAll (2') WIDE MULCH MAlf'lTENANCE ZONES ON BOTH SIDES OF TRAIL G. CONTRACTOR SHAU PROVIDE POSmVE DRAtNAGE FOR THE TRAIL PER PQINTSETTIA LN. 1MPAOVEMENT PLANS. OWG. 379-6. H. TRAIL SHAU BE INSTAU.EO ENTIRELY W1TH!N LEGAL. EASEMENT LIMITS.SEE Al.SO ATTACHED SPECIFtcATIONS FOR INSlAllATION REQUIREMENTS G) TWELVE FOOT (12') 'MOE DEDICATED TRAIL-EASEMENT. @ EIGHT FOOT (8') 'MOE DECOMPOSED GRANITE TRAIL ® TWO roor (2') WIDE MULCH MAINTENANCE EASEMENT ON BOTH SIDES. NO PLANTING OR IRRIGATION HEADS SHALL BE Pt.ACED IN 1HlS ZONE, @) TWO FOOT" (21 MIN. CLEAAANCETOWAll, FENCE, OR CURB TO AJ.l.CJN PlANTING. @ DECOMPOSED GRANITE Wint STABILIZER. COlOR SHALL BE BUFF OR TAN. SUBMIT SAMPLE TO OWNER FOR APPROVAL INSTALL IN TW0-2' LIFTS. COMPACT BETWEEN @ 2 x 4 AEDWOOO BOARD OR EQUAL PRESSURE TREATED LUMBEA.. (1) 2x2, or 2X4 PRESSURE TREATED DOUGLAS RR STAKE WITH 1' CHAMFER ClJT. @ 'Z' DEEP MULCH AREA., 1~ ea.ow HEADER BOARD. @ ao% COMPACTED NATIVE SOIL @ ANISHED GRADE. TYPICAL LIFTS IN ACCORDANCE WITH SPECIFICATIONS. DECOMPOSED GRANITE TRAIL WITH WOOD HEADER ------·--·····-·..........,_~ .. -NO!.:°~A~ SECTION A-1 A-2 A-3 20' 20' 20' YES YES YES • FIRE AETAROANT • LOW FUEL •LOWf\EL • NO Tflf:ES 00 SHRU8S • NATURALIZING NATllW.IZING •NOTRE.ES , mees NO ClOSER THAN 20'1\PART "CONDITION A" -MANUFACTURED SLOPES fire •ectlon• 1. 2, SECTION B-1 B-2 B-3 -=20""=-:_ ___ _. ___ -=,20~·=-----41----=~-----♦ DECOMPOSED GRANITE TRAILS SYSTEM SPECIFICATION GENERAL REQUIREMENTS DECOMPOSED GRANITE REQUIREMENTS: A. Tests 1. Perform gradation of decomposed granne material in accordance with ASTM C 136 -Method of Sieve Analysis for Fine and Course. B. Mock-Ups 2 . Install A "trail width" wide x 10 ft. long mock-up of decomposed granite paving wnh Stabilizer additive at locations specified by City representative or Landscape Architect See Plans for specified trail width. C. Environmental Conditions 3, Do not install decomposed granite paving while raining. For Stabilized Decomposed Granile, contractor must check forecast and proceed only if rain is not predicted for a minimum of 72 hours, and it has not rained for a minimum of 48 hours. 3. INSTALLATION No. 30 No.50 No. 100 No. 200 40-50 25-35 20-25 5-15 Provided by KRC, Inc. ph, # 800-427-0572, or approved equal. B. Stabilizer Binder 1. Patented, non-toxic, organic binder that is colorless and odorless concentrated powder that nalurally binds crushed Aggregate screenings (CAS) together to produce a natural firm surface. 2. Provided by Stabilizer Solutions, Inc. 800-336-2468, or approved equal. Local suppliers (via Stabilizer Solutions Inc,): KRC Inc. (800-427-0572) Gail Materials (800-442-ROCK) C. Synthetic Fiber Reinforcement ( optional) 3. As provided by Stabilizer Solutions, Inc. 800-336-2468 or approved equal. defective, or does not meet minimum requirements of this section, F. Contractor to grade all decomposed granite areas as per Civil engineer., drawings to shed water off the sides. G. Repairs: 1. Excavate damaged areas to the depth of Stabilized decomposed granite and square up side walls. 2. If area is dry, moisten damaged portion lightly. 3. Preblend the dry required amount of Stabilizer powder with the proper amount of decomposed granite in a cement mixer or pug mill. 4. Add water to the pre -blended decomposed granite/Stabilizer mix. Thoroughly moisten mix with 25-35 gallons per ton of pre-blended material, or to approximately 10% moisture content 5. Apply moistened, pre-blended decomposed granite screenings to excavated area to finish grade. 6. Compact with an a• to 10· hand tamp or 250 to 300 lb. Roller 7. Any necessary repairs to the trail system during the warranty or maintenance period shall follow the above procedure in order to provide an acceptable trail surface upon final acceptance of the project D. Quality Assurance 4. MAINTENANCE 4, Installer -Provide evldenee to indicate successful experience in installing decomposed granite or crushed 318" or ¼" aggregate paving containing Stabilizer binder addilive. DECOMPOSED GRANITE TRAIL: DECOMPOSED GRANITE TRAIL SYSTEM: E Excess Materials A. Stake and measure areas according to the rate of Decomposed Granite (O.G.) and Stabilizer to be used, See Plans for trail width and configuration. 1, Remove debris, such as paper, grass clippings, leaves or other organic material by blowing or hand raking. PRODUCTS 5 . Provide owners authorized representative. With the following excess materials for use in future decomposed granite repair. 40, 50 lb, Bags of the aggregate paving 1, 10 lb. Bag of Stabilizer addilive, DECOMPOSED GRANITE SCREENINGS: B. Spread all decomposed granite mix$ to desired depths and levels to grade over specified base material. It is critical that stabilizer be thoroughly and uniformly premixed (at the supplier plant) throughout the total depth of the decomposed granile profile. Contractor lo provide trip slips and invoices of materials provided to City representative. 2. During maintenance period, a minor amount of loose aggregate may appear on the surface. If this material exceeds ¼", redistribute material o-entire surface and water thoroughly to a depth of 1". Compact with power roller of no less than½ ton. Owner should also note same treatment to apply after maintenance period for first year, NATIVE tUNDISTURBED> NO NIA NATIVE A. Crushed Stone Sieve Analysis Percentage of Weight Passing Square Mesh Sieve AASHTO T11-82 and T27-82. Color shall be buff or tan. Provide a sample to Owner Representative for approval prior to ordering. C. Water heavily with a hose to achieve full depth moisture penetration of the mix. (Do not water with a waterlruck). Test for penetration by random core inspection. D. Roll and compact to 95% relalive compaction with a two to five -ton double drum roller, If the surface is flaky or sticks to the roller drum, add more water. If the roller creates a wash board effect or rills, extra setup time is necessary, D1.> not begin compaction for 6 hours after placement and up to 48 hours. Take care in compacting decomposed granite screenings when adjacent to planting and irrigation systems. 3. If cracking occurs, simply sweep fin$ into cracks, water thoroughly and hand tamp with 8' to 1 o• tamp plate, 4. Replace damaged or warped wood edging and reinstall any wood edging which has heaved, settled or become unlevel with adjacent sections of edging for the trail. ¼" Minus Aggregate Gradation Sieve Designation 3/8" No,4 No. 8 No.16 Range of % Passing 100 95-100 75-80 65-55 . ---·--·- E, Remove and replace decomposed gran~e paving that is damaged, FIRE PROTECTION REQUIREMENTS REQUIREMENTS Design, installation and modification of existing vegetation shall be in conformance with one of the fo!lowing "conditions" or as required or modified by the City of Carlsbad. it s~all be the responsibility of the Owner to develop a plan which meets the fire protection requirements. Env•~<:n~ntal constra~nts _or other restrictions placed upon the development shall not be considered justification for ~odrftcat1on or subordination of fire protection standards. The site planning of the development shall satisfy both the fire protection and environmental constraints. .. A, CONDITION A-MANUFACTURED SLOPE FIRE PROTI:CTION (Seo Appendix f2 of Cltv of &ar1sbad Landscape Manualt Pertains to man-made slopes abutting high-risk fire areas as described under Section JI C.1 of the City of Carlsbad Landscape Manual. 1. SecUon A-1 -measun,d horlzontallJ 20 feet outward from the outlying edge of structu""' a, Planted with ground cover or low-growing shrub species (less than 3 feet in height) known to have fire- retardant qualities, b. No trees or shrubs allowed. c. Irrigated. 2. Section A-2 -measured horlzontallJ 20 feet outward lrom the oullylng edge of Section A-1, a. Planted with low water use naturalizing plant species known to have low fuel characteristics. b. No trees allowed. c. Irrigated. 3, Section A-3 -measured outward lrom tho ouHying edge of Section A-2 to include the remainder of the area betwftn Section A·2 and hlgh-rlsl< fire areas as described under Section II C of Ibo Carlsbad Landscape Manual. Horizontal dislance lrom Ille structure(t) to untreated high-risk areas shall not be less Ulan sb:IJ feet (801, a, Planted with low water use naturalizing plant species known to have low fuel characterisfics, b, Trees are allowed but shall not be planted closer than twenty feet (20') apart. c. Irrigated. 8. CONDITION B -NATIVE SLOPES -WILDLAND FIRE SUPPRESSION (See Appendix F2 of City ol Carlsbad Landscape Manuall Pertains to areas where removal of environmentally sensitive native vegetation is restricted within the fire sections. 1. SecHon 11-1 -measured 20 feet htlrizontally from the ouUytng edge of Ille slJuctore(st toward the environmontallv 111strlcted area as defined by the City. a. Removal of ~high fuel and moderate hazard species" as listed In Appendix F.1. of the Carlsbad Landscape Manual. s (less than three feet in height) known to have ' b. Planting with ground cover or low growing shrub specie fire retardant qualities or as otherwise required by the C ity, c. No trees or shrubs allowed. d. Irrigated. 2. Se<:tion B-2 -measured horizontally 20 feet outward lrom the outlyl ng edge of Section 81. a. Removal of "high fuel specias" as listed in Appendix F.1 . of the Carlsbad Landscape Manual. b. Removal by selective pruning of up to sixty percent (60% as listed in Appendix F .1. of the Carlsbad Landscape M ) of the volume at the "moderate fuel species" anual. c. Replanting with naturalizing low fuel species. C. ADDITIONAL CONDITIONS 1. It_ is the appli~ants responsibility to secure agreements with owners of adjacent property to modify offsite wild.land and fire hazards to the proposed project so tha_t conformance with the fire protection standards is achieved. 2. Maintenance access shall be provided to the protection areas. 3. D~bri~ and tri~mings produce~ by thinning shall be removed from the site or shaH be converted to mulch by a chipping machine and. evenly dispersed over the area to a maximum depth ot four inches (4"). 4. Flam~able wood fencing shall not be allowed within one hundred feet (100') of the native, undisturbed area. 5. T~e Fire .o~part~ent ~ay requir~ documentary photographs of slc,,pes at the time of treatment Photographs will remain in PO.~~ess,on of the City as a refere.l!_qe f,9r_ ~ure main~nance ins~?tions by the City. D, RESTRICTED FUEL SPECIES 1. Natives a. Adenostoma fasciculatum (Chamise} b. Artemisia californica (California Sagebrush) c. Eriogonum fasciculatum (Buckwheat) d. Salvia species (Sage) e. Other species as specified by the City. 2. Domestics a. Acacia species (Acacia} b. Cedrus species (Cedar) c , Cupressus species (Cypress) d. Dodonaea viscose (Hopseed Bush) e. Eucalyptus species (Eucalyptus) f. Juniperus species (Juniper} g. Pennisetum (Fountain Grass} h. Pinus species {Pine) i. Other species as speclfied by the City . 1. Natives a. Heterome!es arbutifolia (Toyon) b. Ma!osma laurina {Laurel Sumac) c. Quercus durTiosa (Scrub Oak) d. Ahus integrifolia {Lemonade Berry) e. Aylococucus bl-color (Mission Manzanita) f. Other species as specified by the City, BENCH LANDSCAPF TECHNOLOGIES landscape arch/teolule lfflgotlOn design 970 Woodlake Drive Cardiff by the Sea · Califomla 92007 760,942.9320 MARK 0£SCRIP710N: STA R1800 246+65 ECSTREE:T CENTERUNE MONUMENT STAMPED 'W. CO. l:NGR. D£PT SURV MON • LOCATION: ON EL CAMINO REAi. I ,BJ Mil.ES N'LY FRO/,/ LA COSTA AIIE' ,---(UNOISIURBEDI oyon) which are being retained shall be pruned the surrounding understory plant material or six EL£1/A710N: 295,"5 DATUM l,/$L Jrr!s@Uo=~n~ __ .,_ ___ YEs ~ p!•ntlng _,.f!!E RErAAOANr Y£S, TEMPORAA'!,___._1-----'NO""------+--------- d. Trees and large tree form shrubs {e.g. Oaks, Sumac, T to provide clearance equal to three times the height of feet (6'), whichever is higher. Dead and excessively twi ggy growth shall also be removed, e. Irrigated. Rev. 12/16/03 Per City Comments • NO fflEES OR St'AUBS -FEMCNN.. OF HIGH FUEL SPECIES FUEL s~_~E~c,,,Ie,,_s __ +----·-· -· .~~---·--- • SELECTIVE PA\NNG OF 60-. OF THE MOOE.RATE FUEL SPECES VOLUME · 100'11> REMCMIJ. OF HIGH FUEL SPECES • SElECTIVE PRUNING OF 401' OF THE MODERATE FUEL Sl'ECIES VOL~ · ,~ AEMO\N. OF HtGH FUEL SPECIES "CONDITION B" -NATIVE SLOPES 3. Section B-3 -measured horizontally 20 feet outward lrom the ouUJi extend borizonlally lo a point at lead silty feet (60'1 lrom structure ng edge of Section B2. The outer edger of B3 $ball .. a. Removal of "high fuel species" as listed in Appendix F.1 , of the Carlsbad Landscape Manual. b, Removal by selective pruning of up to forty percent (40 as listed in Appendix F.1, of the Carlsbad La.1dscape M %) of the volume of 1he ~moderate fuel species" anual. c. Trees and large tree form shrubs {e.g. Oak:i, Sumac, T to provide clearance equal to three times the height of feet (6'), whichever is higher. Dead and excessively twi cyan} which are being retained shall be pruned the s1Jrrounding understory plant material or six ggy growth shall also be removed. d. Non-irrigated. ----····---~--- . DATE /NIT/Al OAT£ INITIAL DA'ff: "AS Rev, 7/21/03 Per BUILT" City Comments V - Rev, 5/27103 Per RC£ EXP. DAT£ City Redline R£V/EWl:O BY: Rev, 4/18/03 Per City Redline INSPECTOR OAT£ Irr I CITY OF CARLSBAD I s21I PLANNING DEPARTME/'lT .Pi.ANTING DETAIL, TRAIL DETAIL AND SPECIFICATIONS, FIRE PROTECTION REQUIREMENTS DEJONG PROPERTY I~~ - : ASSISTANT PLANNING DIRECTOR '' ~-lt/-0'/ l DATE: INITIAL PROJECT NO, DRAWING NO, I Dim BY: l I I CT98-05 REVISION DESCRIPTION CHKO 8Y: 408-7L £HG/WEER OF WORK OTHER APPROVAL CITY APPROVAL. ffVWD BY: L __________________________________________________ .;;..;;;;;.,.;;;;; ... ";.;'k ... •;;,;;;• ... ec--t_1on __ • __ =.:...:.:...:.=::..:.:__ ........ -.;;;.;;~:;;-~~:-~~::,:N:~~~~:~;'.::-~:."3 ____ :• .... ______ ...::::!:·::~.:{:!• :::;:_,...:..· ... · -----------------------3-74_1_0_3 _________________________________________________________________ , __ \ 042604 - VI SET --------------------- I l I I ------~ -------~ r I I I l I I I I I I PLAN I I I r I 19 I I I I it VIEW SET BACK I ------¼ 1 I I I I I I I I I I l I I I I . I '_j_ ! l I I I \ I I I I MATCHLINE SEE SHEET 19 - 17 PLAN 2 PLAN 3 18 'ti : :i'---"1 ' I _, ~'"'" ' ' ' ' ' ' ' \ I 1 I I I I I l 2 --t-"rt-i----' ! ' ' ' 3 I 4 f: Nf'IJ L------1 vt--1 t ---- I I I I I I \ I I \ I I : I'-----'-___,,---l , I I : \ l I ! I ~ 1 ! I I I I , I I J-l_ ------l FOR LEGEND SEE SHEET 19 ' l I \ ' I ' ! ' I ~T Nf'ld \ ' I --1 I ' I l ' l ' I I l I I I ! I I I i l I I I I ' I ' I --!-- POINSETTIA LANE \ \ \ PLAN 2 \ I \ \ \ \ \ \ \ \ \ \ \ \ 16 I \ \ I \ \ ----- \ \ \ \ \ \ \ \ \ I t t ----------- ' I '/1 \ , I ' l : I ! ' I ' 1 ' ' I : I ' I : ! ' I , I : I ' I ' ' I : I I ' ' I ,- ' I ' ' I VIEW SET BACK \ \ \ -----\ \ \ \ PLA.N J 14 FENCE PLAN / MAINTENANCE RESPONSIBILITY MAP NORTH SCALE: 1'= 3C/-O' I I I 13 ...o~ '..1,,- .;, ' ' ' ~ '--t,. DISTRICT APPROVED CHANGES ' ' ' ' ' ' ' ~----- ' ' ' FENCE NOTES: 1. All fencing within 100 feet of native undisturbed area shall be tubular steel in compliance with Section IV.F. 3-6 of the City of Carlsbad Landscape Manual. 2. All side yard fencing outside 100 of native undisturbed area shall be wood, picture frame fencing. 3. All side and rear yard fencing shall be installed by developer and shall be privately owned and maintained. 4. All metal fencing shall terminate in metal post with 1 /'Z' gap to adjacent wood structure. IRRIGATION NOTE: Wall or fence separation shall be used where potable water and recycled water irrigation heads are in the same area. ...... ~/%tto, Fi,, CJty CJ s .su-.t• Rev. 12/16/03 Per City Comments Rev. 11 /24/03 Per City Comments Rev. 7/21103 Per City Comments ~~B£~~~ /andsoope architecture Irrigation design 970 Woodlake Drive Cardiff by the Sea Callfomla 92007 760.942.9320 '-~!\DSC~ "" -"' ~ -~ " .... "AS BUil T" TITLE DATE REVIEWED BY: INSPECTOR DATE SHEET 18 CITY OF CARLSBAD 21 PLANNING DEPARTMENT SHEETS PRIVATE (ONSITE) FENCE PLAN/MAINTENANCE RESPONSIBILITY MAP: DESCRIPTION APPROVED DATE DEVELOPERS NAME: ___________ _ I C.HAMt,£ W,I. t ""'--"'-"<--9--lll.2c!!..!!:+Ji 1-'<---l ADDRESS: DEJONG PROPERTY NNING DIRECTOR ;::======-JDRWN BY: PROJECT NO. DRAWING NO. CHCKD BY: CT98-05 408-?L SHEFT _QF_SHEETS C.M.W.D. JOFl NO + 0 00 ~ r- I \ ' , \ , ' , \ ' , , \ ' ' 11 00 I \ \ -- I I I l ,, -.l.-I ,o· , ---- , , / - MAINTENANCE AREA DESIGNATION LEGEND 1--------1 PRIVATE LOT (SLOPE) 1-------1 Privately owned and privately maintained. Level areas of rivate lot not shown. PRIVATE LOT Privately owned and HOA maintained. ORNAMENTAL PARKWAY AND MANUFACTURED SLOPES HOA owned and HOA maintained. UNDISTURBED OPEN SPACE HOA owned and HOA maintained. ! '-■ I ., )( )( J ' .1 1 ¢ .. - " " ' ' ' ' ' ' ' ' ' ' ' ' /-' 0 FENCE AND WALL LEGEND ' ' ' ' ' ' FIVE-FOOT-SIX INCH (5'-6") HIGH MASONRY SOUND WALL WITH 6' COLUMNS Inside wall lace privately maintained. Outside wall face and structure maintained by HOA. See detail. Sht.19 FIVE-FOOT (5') HIGH PICTURE FRAME FENCE. All fencing shall be installed by developer but shall be privately owned and maintained. See detail. Sht.20 FIVE-FOOT (5') TUBULAR STEEL FENCE All fencing shall be installed by developer but shall be privately owned and maintained. See detail. Sht.20 TUBULAR STEEL FENCE GATE Gate detail to match tubular steel fence. WOODGATE Gate detail to match picture frame fence. FENCE PLAN / MAINTENANCE RESPONSIBILITY MAP CD ® NORTH SCALE: 1•~ 30'-0" • CONSTRUCTION SCHEDULE Locate fence at top of slope. Lots-8-14, 22, 27. Locate view fence at property line. Lots-14-21 , 23-28. DISTRICT APPROVED CHANGES / FENCE NOTES: 1. All fencing within 100 feet of native undisturbed area shall be tubular steel in compliance with Section IV.F. 3-6 of the City of Carlsbad landscape Manual. 2. All side yard fencing outside 100' of native undisturbed area shall be wood, picture frame fencing. 3. All side and rear yard fencing shall be installed by developer and shall be privately owned and maintained. 4. All metal fencing shall terminate in metal post with 1 /2" gap to adjacent wood structure. IRRIGATION NOTE: Wall or fence separation shall be used where potable water and recycled water irrigation heads are in the same area. Rev. 12/16/03 Per City Comments Rev. 11/24/03 Per City Comments Rev. 7/21/03 Per City Comments TITLE REVIEWED BY: INSPECTOR CALIFORNIA ~!?~£~~ /ondsccpe archl18Cture lrrlgaffon design 970 Woodlake Drive Cardiff by the Sea Callfomla 92007 760.942.9320 \)-llOSC,ip -5:> ;..\ ~ "' 1_,;~~f:::!~~1 :: Mi&ita • * :,).~ OF ct..1.lfO'?' "AS BUILT" DATE DATE SHEET 19 CITY OF CARLSBAD 21 PLANNING DEPARlMENT SHEETS PRIVATE (ONSITE) FENCE PLAN/MAINTENANCE RESPONSIBILITY MAP: DEJONG PROPERTY 4-/t/-<J'/ DATE DRWN BY: PROJECT NO. DRAWING NO. CHCl(l) BY: CT98-05 408-7L SHEET_QF_SHEETS C.M.W.D. JOB NO. ____ _ t 00 I ...., r I ct l of fence post l of fence post ,,_ ______ ____,,,_O''----------JI-------S'-0'' to <t_ next post.--~- • 8' to ~ of next post.--,1,r--l,--------ll8'-0"-=------T--tl' to ~ of next post- 1 2" 3 CD 2 x 4 TOP AND BOTTOM RAILS. @ 1 x6SlATS. @ FINISHED GRADE. 1 © @ CONCRETE FOOTING. 5'-011 4" cir. NOTE: All wood shall be S4S Cedar or Douglass fir. Finish shall match trim on house. SLOPE 1% FROM POST FOR DRAINAGE 12" x 18" DEEP FOR LINE POSTS. 12'' x 24" DEEP FOR CRONER AND GATE POSTS. @ 4' x 4' WOOD POSTS WITH 1 /2" CHAMFER TOP . @ 1 x 3 NAILER. ON BOTH SIDES. SECTION scale: 1"= 1'-011 6 3 CD 1-1/2" x 1-1/2" TUBULAR STEEL TOP AND BOTTOM RAILS. @ 4" SQUARE TUBUlAR STEEL CORNER AND TERMINAL POSTS WITH CAPS. @ 5/8" SQUARE PICKETS@ 4" O.C. @ FINISHED GRADE 51-011 11 cir . NOTES: All metal shall receive two (2) coats of "RUSTOLEUM" flat black primer factory applied. @ CONCRETE FOOTING -SLOPE TOP 1 % FOR DRAINAGE. 12' x 18" DEEP FOR LINE POSTS. 12' x 24" DEEP FOR CORNER POSTS. @ 2" SQUARE TUBULAR STEEL LINE POSTS WITH SQUARE CAPS. 5' HIGH PICTURE FRAME WOOD FENCE 5' HIGH TUBULER STEEL FENCE scale: 1 /2" = 1 '-0" Locate I, of oolJmn on property line where applicabre HOALO't PRIVATE LOT ~ 4 5 6 1 ELEVATION NOTE: •. _,, All slump block shall be tan color. 8 See detail for wall and column footing. Provide vertical control joints@ 30'-0" o.c. max. &f'Ol,dll c.ootcu1d brwtho"' 61,,.,J c.o&t (6tpo~-to«o:ll.462·11Lulil1-'t-+c......l-+-----c--------------~ Structural Engineer's detail for footing supersedes this ,JL--------Nr·~----------)' drawing. SECTION MASONRY SOUND WALL FENCE NOTES: 1. All fencing within 1 00 feet of native undisturbed area shall be tubular steel in compliance with Section IV.F. 3-6 of the City of Carlsbad Landscape Manual. 2. All side yard fencing outside 100' of native undisturbed area shall be wood, picture frame fencing. 3. All side and rear yard fencing shall be installed by developer and shall be privately owned and maintained. 4. All metal fencing shall terminate in metal post with 1/2" gap to adjacent wood structure. scale: 1 /2" = 1 '-0" CD PRE-CAST CONG. CAP AS MANUFACTURED BY "LITE STONE CONCRETE. PRODUCT# APC 1801 @ 16 x 6 X 16 SLUMP BLOCK COLUMN WITH 4-#4 BARS VERTICALLY WRAPPED WITH #3BAR@ 16" O.C. SOLID GROUT @ 8 x 4 x 16 SLUMP BLOCK CAP WITH ROUNDED GROUT FINISH ON TOP. @) 8 x 6 x 16 SLUMP BLOCK. @ #3 HORIZONTAL BAR@ 16" O.C. IN BOND BEAM . @ #4 VERTICAL BAR @ 32' O.C. SOLID GROUT . (J) FINISHED GRADE. @ 2-#4 BARS (TOP AND BOTTOM). @ DOWELS TO MATCH# @ scale: 1/2' = 1'-0" ' Rev. 12/16/03 Per Rev. 11 /24/03 Per City Comments City Comments DISTRICT APPROVED CHANGES NO. DESCRIPTION APPROVED C.11 SUI P lo HARDSCAPE SPECIFICATIONS 1. Drainage, hardscape, fences, overhead, and retaining wall construction shall be in accordance with local building codes, UBC standards, and San Diego Regional Standard Drawings. 2. All wall footings shall have the subgrade compacted to 95% relative density or as superseded by soils report requirements. 3. Free standing CMU walls (6x6x16 CMU slump block) shall have No. 4 bar vertical at all corners and 32 inches O.C. solid grout at bar cells with No. 3 bar horizontal in bond beam at 16' O.C. and in bond beam cap. Columns (16x6x16 Cmu slump block) shall be installed with rebar cage (4-No. 4 bars vertical wraped with No. 3 bar at 18" O.C.). Grout shall be pumped and not rodded into cells. Footings shall be per Structural Engineer's specifications and details. Height of wall shall be five foot six inches (5'-6") 4. Keystone wall with planter blocks shall be installed per manufacturer's specifications. Maximum wall height shall be per Civil Engineer's plans. Color shall be buff. 5. Tubular steel fence shall be constructed with four-inch {4") square terminal and corner posts, two-inch (2'') square line posts at eight feet (8') O.C. and one and one-half inch (1-1/2'') square top and bottom rails with five eighth inch (5/8") pickets at four inch (4') O.C. Clearance at bottom shall be four inches (4"). Footings shall be tw!!lve inches (12') wide, twenty-four inches (24') deep at corner and gate posts and eighteen inches (18") deep at intermediate posts. Unit shall be bolted to pilasters. Two (2) coats of primer shall be factory applied. Grind and primer all onslte spot welds prior to painting fence. Paint fence, once assembled onsite, with 2 coats black-semi gloss enamel paint construction and installation shall conform to all local codes. Height of fence shall be five feet {5'-0''). In no event shall assembled fence be in contact with finished grade. Rev. 7/21/03 Per City Comments CALIFORNIA LANDSCAPE TECHNOLOGIES /andsCope arch/lecture lrrtgoffon design 970 Woodlake Drive Gardiff by the Sea Caltfomia 92007 760.942.9320 DEVELOPERS NAME: ___________ _ ADDRESS: TELEPHONE: _____ _ "AS BUil T" TillE DATE REVIEWED BY: INSPECTOR DATE SHEET 20 CITY OF CARLSBAD 21 PLANNING DEPARTMENT SHEEiS WALL AND FENCE DETAILS AND SPECIFICATIONS DEJONG PROPERTY '--1-NQI DATE DRWN BY: PROJECT NO. 0ATE PLAN PREPARED: 05-27-03 t--t--------------1---+---I BY: CHC((I) BY: CT98-05 DRAWING NO. 408-?L SHEET_OF_SHEElS C.M.W.D. JOB NO. ____ _ 042604 --________________________________________________________________________ ,.;_ ________________________ -::IR:R:l:GA::Tl:O:N~O=P:ERA:T:l:O:N~--7 GENERAL SPECIFICATIONS 17. All spray heads are to be located a minimum of eight inches (8") away from any building 7. Each plant shall receive "agrttorm" (or equal) plant tablet as follows: 1. AU local, municipal and state laws, rules and regulations governing or relating to any portion ' of this work are hereby Incorporated Into and made a part of these specifications and their provisions shalt be carried out by Contractor. 2. Contractor shall have a valid contractors license required for the particular work being done. Contractor shall not allow the flcense(s) to lapse during the contract period. Contractor shall adjust all pressure regulators at backfiow preventer and flow at valves to provide correct operating volume and pressure to heads on each circuit. 6. Contractor shall install pump on HOA reclaimed system to provide a minimum of 45 gpm at 65 psi operating pressure. Pump shall be located as shown on plans. ···--·-· ·---,., ... -. wall or structure and a minimum of four inches (4") away from walks and drives. All rotors are to be installed 12" from walks, walls or drives or any hardscape or structure. Contractor Flat Size (1) 7 gram shall relocate all risers that do not meet this minimum setback requirement in areas affected 1 gallon container (1) 21 gram by new construction. All heads are to be installed with the nozzles, screens and arcs shown 5 gallon container (3) 21 gram on the plans unless radius or arc is inappropriate for size and space irrigated. Contractor 15 gallon container (5) 21 gram shall provide correct nozzles and arcs for actual areas irrigated to achieve 100% coverage. per three inches (3") of boxed tree size (1) 21 gram Spray heads and rotors on reclaimed system shall be installed with Non-Potable purple 8. Plant material shall not be root bound. Five gallon plants and larger shall have been grown rubber cover. in containers for a minimum of six months and a maximum of two years. Plants shall exhibit 1. This section is provided as a requirement for maintenance during the establishment period and as a recommendation for Mure continued maintenance. 3. Contractor shall verify the location of all existing utilities, structures, and services before commencing work. The locations of utilities, structures and services shown in these plans are approximate only. Any discrepancies between these plans and actual field conditions shall be reported to the Owner or Landscape Architect. 7. Contractor shall install new controller. New automatic controller shall be size and type as noted and installed as indicated on irrigation plan or where directed by Owner. Controller shall be installed per manufacturer's instructions. Control wires shall be sleeved in electrical conduit, using sweep ells, from controller interior to eighteen inches (18") below grade. Owner shall provide 110-volt service to controller. Contractor shall connect all new valves to controller. Contractor shall provide bid alternate cost for installation of new controller if required. 18. Check valves shall be used where indicated and wherever necessary to prevent water flow from lower elevation heads when system is turned off. healthy growth and be free of diseases and pests. 9. Plant pit shall be twice the width of the designated nursery container but shall be no deeper than the container. Root ball shall protrude above the plant pit 1/2 inch (1/2") at the 2. Irrigation Is to be maintained and operated in such a manner as to prevent water from collecting on or running across concrete or asphalt or from overspraying onto buildings, fences, walls or other hardscape features. 4. Contractor shall protect all existing utilities and features to remain on, and adjacent to, the project site during construction. Contractor shall repair, at his own expense, all damage resulting from his operations or negligence. 19. Prior to backfilling irrigation trenches, the following procedures shall be implemented: completion of planting. 3. Where landscape irrigation is required adjacent to buildings, the subgrade soils shall be maintained· in a moist but not sab.Jrated state. 8. Final location for the installation of the new backflow preventer, pump and the automatic controller shall be verified In the field by the Owner's authorized representative. 5. Contractor shall obtain the pertinent engineering and/or architectural plans before beginning work. 9. Wire Specifications: 6 . Contractor shall obtain all necessary permits required to perform the work indicated herein before beginning work. 7. Contractor shall arrange for payment of any permit fees and related expenses with the Owner's authorized representative. 8. Contractor must check all dimensions, framing conditions and site conditions before starting worl<. Any discrepancies or possible defielencies between the plans and specifications with field conditions shall be brought to the immediate attention of the Owner or landscape Architect. 9. Contractor shall not willfully install any elements as shown on the plans when it is obvious in the field that unknown conditions exist that were not evident at the time these plans were prepared. Any such conditions shall be brought to the attention of the OWne~s representatives prior to performing any work or Contractor shall assume all responsibility for any field changes deemed necessary by Owner. 10. All property lines shall be verified prior to commencing work, no construction item, including 10. footings, shall extend past the property line. 11 . Contractor shall be responsible for any coordination with subcontractors as required to accomplish all construction operations. All piping, conduit, sleeves, etc., shall be set in place prior to installation of construction Items. 12. Contractor shall be responsible for replacing any existing materials that are damaged during construction. A. Contractor shall install new wire from controller to valves. Ali new wire shall be 14- gauge ANG-UF, direct burial type. A different color shall be provided for each valve station including extra wire. Common wire shall be white or match color of existing common wire in use. Wire runs are to be continuous from controller to valve with splices at valves only. Splices and connections shall be made with pen-tite connectors or equivalent and shall·be placed in valve box. B. All wires shall be installed with twelve inches (12") of excess wire (coiled) et the end of eachwlre run and at ninety degree {90°) changes in direction. C. Controt wire shall be laid eighteen inches (18") deep. Control wire shall be bundled and placed beneath mainline where possible, taped to mainline at ten feet (1 O') on center. D. One (1) additional control wire shall be run to each valve manifold. Wire shail be bundled, tilped, and placed in control valve box. E. Contractor is to provide an additional common wire to the end of the mainline run in two directiohs from the controller. Wire shall be bundled, taped, and placed in control valve box. All automatic control valves shall be of Size and type noted in legend. Valve manifold shall be connected off of a single tee on _ the mainline except at the end of the mainline run. Valves shall be set a minimum of eight inches (8") apart to allow servicing. Valve shall be tagged with controller letter and valve number permanently marked on plastic tag. For reclaimed water system, one (1) valve shall be installed in each box. Va~e box shall be purple. (Potable system ;inti,siphon and angle valves shall not be placed in box). Valve boxes shall be _ rectangular and shall be located Within shrub planter beds (wherever possible) and shalt be set flush with the mow curb, or a minimum of twelve inches (12") away from any other hardscape or structure. Valve box shall be large enough to accommodate servicing valves. 13. The drawings and specifications represent the finished stn.tcture. AU bracing, temporary supports, shoring, barricades, etc. are the sole responsibility of Contractor. ,-.c,.,,-__ ., ----'--·~·---,----·-·-··· •• --··-···-···· . -• .• 14. Observation visits to the job site by the Landscape Architect do not include observation of or responsibility for construction methods and safety conditions at the workslte. These visits shall not be construed as continuous and detailed observations. 11. Recycled water quick coupling valves shall be of a type designed for use on recycled water distribution systems (spikes nQt interchangeable with potable water quick coupler spikes) in accordance with County of San Diego, Department of Environmental Health and City of Carlsbad rules and regulations. 15. Contractor shall maintain a qualified, English-speaking supelVisor on site at all times during installation. Supervisor shall keep and have available a current copy of the landscape and irrigation construction plans on which 'As Built" notes shall be recorded. 16. Contractor shall assume sole and complete responsibility for the Job site conditions during construction of this project, including the safety of all persons and property. This requirement shall apply continuously and not be limited to normal working hours. Contractor shall protect ·au construction and landscaping from damage and, when required, provide guards or covering .. Any damage shall be repaired or replaced at the Contractor's 12. expense. 17. Contractor shall defend, indemnify and hold Owner and Landscape Architect harmless from any liability, real or alleged, in connection with the performance of the work on this project, _ including any claims arising out of his operations or the operations of any of his subcontractors, material suppliers, or agents excepting for liability arising from the sole negligence of the Owner or Landscape Architect. IRRIGAflON SPECIFICATIONS 1. Irrigation plan is diagrammatic. Irrigation design assumes no deviation in grading, paving and/or planting plan layout from actual field conditions. All new irrigation equipment shall be located in planting areas only unless noted otherwise; All new equipment shall be installed as shown in the detafls and as noted in these specifications. Contractor shall be responsible for reviewing planting and irrigation plan layout against actual graded field conditions prior to commencement of work. Any deviations In actual field conditions from those shown on irrigation plan shall be brought to the attention of the Landscape Architect Quick coupling valves used in recycled water systems shall conform to the following requirements: A. Acme-type threads and purple locking covers permanently attached to the valve. B. Nelson Model No. 7645 or approved substitution. C. Valve shall have purpl,;, locking covers permanently attached to the valve. D. Cover shall be marked With "DO NOT DRINK" in Englr.;h and Spanish. All pressure mainlines shall be eighteen inches {18') deep and reclaimed water mainlines shall be purple integral color and be stenciled with the warning "NON-POTABLE" or "RECYCLED WATER' facing up upon installation and shall have purple, non-potable warning tape in accordance with County of San Diego, Department of Environmental Health and City of Carlsbad rules and regulations. All laterals shall be shall be twelve inches (12') deep and all reclaimed system laterals shall be purple integral color and stenciled with the warning 'NON-POTABLE" or "RECYCLED WATER' facing up upon instailation. Trench backfill shall be free of any material that may damage irrigation pipe or equipment including rocks in excess of one inch (1") in diameter. In the event of backfill settlement, Contractor shall perform required repairs at his own cost Reclaimed system design assumes use of one-and one-half inch {1-1 /2") water meter. Design for potable private system assumes use of point of connection at existing service line and one-inch (l") water meter. Contractor shall verify location of selVice·line and meters indicated on plans prior to commencement of work. Contractor shall contact landscape Architect if service line or water merer size does not meet requirements noted above. On new site systems, the required minimum horizontal separation between potable water lines, recycled water pressure mainlines, and sewer lines shall be maintained al all times in accordance with City of Carlsbad rules and regulations. prior to commencement of Work. Contractor shall be responsible for the cost of replacing 13· and/or modifying any irrigation equipment installed where field conditions dttfer from those shown on planting and/or irrigation plans when said installation has not been approved in advance by Owner or Landscape Architect. See also "Recycled Water Notes" on the title 14. A minimum of twelve inches (12') of vertical separation between utilities shall be maintained at all times. Potable water lines shall be installed above the recycled water lines, sheet of these documents. · 2, Contractor shall keep the premises clean and free of excess equipment, materials and rubbish incidental to work covered under this section. 15· 20. 21 . 22. A. All mainlines in the system shall be capped and pressure tested at 125 psi for a period of four (4) hours. Any leaks found shall be corrected by removing the leaking pipe or frttings and installing new material in Its place. B. All laterals shall be pressure tested at design pressure for one (1) hour. C. Contractor shall not allow nor cause any of his work to be covered until it has been inspected, tested and approved by the City Inspector and builder/Owner's authorized representative. Irrigation Contractor shall adjust all heads and nozzles, including existing heads, to provide even coverage to all planter areas and to keep spray off buildings, walkways, walls and drives. All heads are to be adjusted to prevent overspray onto buildings, walls, fences and hardscape. This includes, but is not limited to, adjustment of diffuser pin or adjustment screw, replacement of pressure compensating screens, replacement of nozzles with more appropriate radius units and the replacement of nozzles with adjustable arc units. When installation of the irrigation system is completed and prior to planting, the Contractor, in the presence of the Builder/Owner's authorized representative, shall perform a coverage test of water afforded all planting areas to ensure it is complete and adequate. Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage at his own cost. Contractor shall furnish to Owner a complete "As Built" drawing of new and existing equipment installed showing exact size, type, and dimensioned locations of the following items: A. Point of Connection 6. Backflow Preventers C. Master Valve D. Ball Valves E. Quick Couplers F. Control Valves G. Controllers H. I. J . Mainline Controller Wire Sleeving The "As Builf' drawing shall be prepared on a clean bond set. Contractor shall provide one bond as-built print mark-up to Landscape Architect of record for preparation of mylar as- 10. Backfill shall be per soil test. For bidding purposes, assume plant backfill shall be 75% rock-free site soil, and 25% nitrogen fortified redwood shavings by volume. 11. The following shall apply to the insertion and removal of stakes: A. stake all plants per detail. B. remove nursery stakes and ties from all container stock. Maintain side growth on all trees. Tie all vines to wall, trellis, or fence with clear nursery ties. 12. Plants shall not be placed within twelve inches (12') of sprinkler heads or within eighteen inches (18'') of buildings. 13. Contractor shall install root barriers on all new trees within eight feet {8') of walls, walkways or other hardscape areas. Root barrier shall be as manufactured by Deep Root Corporation or equivalent. Size and installation shall be per manufacturer's specificatio~s and details. Installation of root barriers shall be a linear installation and shall NOT encircle roof balls. Root barrier shall extend ten feet (10') minimum length on each side of tree requiring barriers. 14. Contractor shall install drainage chimneys in all plant pits where obstruction to root growth or drainage is encountered, such as in rock, clay or caliche. If rock_ Is encountered where a planting is indicated, review location with Owner or Landscape Architect. 15. Contractor shall maintain a minimum 2% drainage rrNay from all buildings, structures, and walls. Finished grades shall be smoothed to eliminate puddling or standing water. 16. All non-turf planting areas except for slopes In excess of 3:1 shall be mulche~ to a depthhalof1 three inches (3'') at the conclusion of planting up to the edge of each plant pit. ~ulch s be decomposed shredded wood. Submit sample to City Inspector for approval pnor to bulk delivery to job site. 17. All slopes in excess of 2: 1 and four-feet high or higher shall be installed with jute mesh if planting occurs between August 15 and April 15. 18. Contractor shall leave site in a clean condition, removing all unused material, trash, and tools. buill$ for City of Carlsbad records. 19. Contractor shall maintain all plantings for a period of sixty (60) days or until plants are deemed established and irrigation is operating properly to the satisfaction of Owner and Landscape Architect -whichever period is longer. 23. Contractor shall also provide a reduced "As Built" drawing (maximum 11x17 size), color- coded, showing areas irrigated by each station. This plan shall be encased in plastic upon Owners approval of drawing. Contractor shall also provide Irrigation programming chart. These are to be delivered on or before final inspection. Irrigation Contractor shall maintain the system for a period of sixty (60) days upon Owner acceptance of construction completion and shall water as required to establish new plant material. 24. Contractor shall provide controller keys and manuals, one (1) quick coupler key with hose swivel, and an additional quantity of six of each nozzle type used to Owner at turnover. 25. Irrigation Contractor shall guarantee in writing the entire newly installed Irrigation system to be free of defects in workmanship and materials for a period of one (1) year from final acceptance by Owner. • PLANTING SPECIFICATIONS 1. A. The planting plan il5 diagrammatic. All plant locations are approximate. B. Quantities shown on the planting plan are approximate and are for the convenience of the contractor only. Plant symbols take precedence over plant quantities specified. C. Contractor shall notify the Landscape Architect of discrepancies between quantities and symbols shown. 2. Contractor shall apply a contact herbicide (herbicide applicator shall be licensed by the State of California) where weeds are present, per manufacturer's specifications, a minimum of ten (10) days prior to commencement of any planting or Irrigation work. Weeds shall be allowed to completely die back, including the roots, and shall then be removed before proceeding with work. 3. Contractor shall receive site grades at + one-tenth foot (0.10') of finished grade. Contractor will be responsible for verifying grades prior to beginning work and shall be responsible for all grades once work has commenced. 20. At completion of all work outlined in these plans, Contractor shall contact Owner and arrange for a walkthrough to determine that all aspects of work are completed. Work must be fully completed according to all plans and specifications and must be completed in a good workmanship manner and must be accepted by Owner in writing prior to the beginning of the establishment period. The establishment period shall include the following scope of work: A. dally watering of all plant material. B. adjustment of sprinkler head height and watering pattern. C. weeding and removal of all weeds from ground cover areas, on a weekly basis. D. replacement of any dead, dying, or damaged trees, shrubs, or ground covers. E. filling and recompaction of eroded areas. F. filling and replanting of any low areas which may cause standing water . G. weekly removal of all trash, litter, clippings, and all foreign debris. H. at 30 days after planting, ammonium sulfate shall be applied to areas at the rate of five (5) pounds per 1,000 square feet. I. at 60 days after planting, and prior to the end of the establishment period, Best Fertilizer Company 16-6-8 ( or equal) shall be applied at the rate of six (6) pounds per 1,000 square feet to planting areas. Additional fertilizations shall be per soil test. Prior to end of establishment period, Contractor shall contact Owner and arrange for a final walk through. Owner must accept all maintained areas In writing prior to end of establishment period. · A. All groundcover and shrubs shall be guaranteed by Contractor in writing as to growth and health for a period of sixty (60) days after completion of establishment pertod and final acceptance. All trees shall be guaranteed by Contractor in writing to live and grow in an acceptable upright position for a period of one (1) year after completion of the specified establishment period and final acceptance. 4. Maintenance Contractor shall be required to have available and use a soil tube or probe to frequently check sOII moisture before and after operation of the irrigation system to evaluate the necessity for irrigation scheduling adjustments. Contractor shall adjust system timing and coverage patterns on an ongoing basis to compensate for reduced water requirements as plants mature and pattern deflection as plants grow. 5. Maintenance Contractor shall be r,;,quired to frequently test the irrigation system to ensure that all heads operate correctly and that no breaks or leaks exist. The Maintenance Contractor shat! · not permit the irrigation system to operate with broken equipment. Repairs to the system shall be made with originally specttied materials in accordance with the Landscape Architect's plans to ensure proper coverage and pressure within the Irrigation system. Failure to match originally specified materials may result in an inoperable system with significant water waste. Rev. 12/16/03 Per City Comments Rev. 7 /21 /03 Per City Comments Rev. 5/27 /03 Per City Redline Rev. 4/18/03 Per City Redllne BENCH ·MARK DESCRIPTION: STA RIBOO 246+65 £CSTRf:£T C£NTcRJ.JN£ MONUMENT STAMPW "SD. CO. ENGR. 0£PT SU/rt MON. LOCATION: ON EL CAMINO REAL 1.83 /,//LES N'LY FROU LA COSTA A\£ -ELEVATION: 295.3:15 DATUM 1,/Sl.. 3. PVC Specifications: A. All risers shall be P .V.C. Schedule 80. If a recycled water pressure mainline pipe must be installe_d above a potable water line or less than twelve inches (12'') below a potable water line, then the recycled water line shall be installed in a protective sleeve. The sleeve shall extend ten feet (10') from each side of 4· the center of the potable line, for a 1otal of twenty feet (20'). Contractor shall submit a soil analysis report from an authorized testing agency toCity Inspector and Owner/Landscape Architect for review prior to beginning work. Actual soil amendment and plant backfill shall conform to soil report requirements. For bidding purposes. assume that all areas to be planted (except slopes in excess of 3: 1) shall be roto- tilled to a depth of eight inches (8°) and the following amendments spread evenly and thoroughly blended In per 1000 square feet : B. Contractor, within fifteen (15) days of written notification by Owner, shall remove and replace all guaranteed plant materials which, for any reason, fail to meet the requirements of the guarantee. Replacement shall be made with plant materials as Indicated or specified on the original plans, and all such replacement materials shall be guaranteed as specified for the original material guarantee. "AS BUILT" I B. All pipe fittings shall be P .V.C. Schedule 40. c. All mainline pipe 1-1/2" or less shall be P.V.C. Schedule 40; Ali mainline pipe 2" and up shall be Class 315. D. All lateral pipe shall be P.V.C. Class 200 (minimum 3/4 inch). E. Sleeves under roads shall be PVC Schedule 80. All other sleeves shall be PVC Schedule 40. F. Copper pipe and fittings shall be Type K copper with recessed solder joint type fittings. G. AU reclaimed mainline and laterals shall be purple integral color and stenciled with the warning •Non-Potable" or "Recycled Water'. 4 . Backflow prevention devices shall be located as indicated on the irrigation plan_ Installation shall conform to local governing codes and regulations and manufacturer specifications. Backflow preventer shall be installed a minimum of twelve inches (12") above grade or highest head on circuit. Reduced pressure type backflow preventer shall be tested and certified operational by a State of California Certified Backftow Tester. :J. Gontractor shall install pressure regulator at backflow preventer or point oi connection, tt required, to provide correct operating pressure to heads on each circuit if static pressure is found to exceed 80 psi. Pressure regulator shall be installed on backfiow risers six to eight inches (6' to 8") above grade on mainline Just before -r for first valve manifold. Contractor shall provide a bid alternate cost for installation of pressure regulator. Note: pressure regulator shall be installed on irrigation mainline and not on house service line. 16. Sleeves shall be installed as follows: a. Under vehicle paving, install mainline, wiring and laterals in separate PVC Sch. 80 sleeves with 30" cover. b. Under pedestrian pavirrg, install mainline and wiring In separate PVC Sch. 40 sleeves with 18" cover. c, Under pedestrian paving, install laterals in separate PVC Sch. 40 sleeves with 12" cover. All mainline, wiring and lateral line sleeves shall be two and one half (2-1/2) times the diameter of the sleeved line where it passes under paved areas or through walls. (See Sleeving Detail). Contractor shall locate existing sleeves under existing concrete. Irrigation Contractor shall coordinate with Concrete and A.C_ Paving Contractor to ensure all sleeving is set prior to concrete pours and asphalt placement. Contractor Is to locate and utilize existing sleeves under driveway and streets, if available. Contractor shall cut asphalt and install new sleeves 30" deep under asphattic concrete (a.c.) paving. if required. Under no circumstances shall new irrigation lines be installed under asphalt or concrete without sleeving. A. 3 cubic yards nitrogen fortified redwood shavings B. 100 pounds agricultural gypsum C. 15 pounds soil sulfur 21 . Contractor, under the direction of the Landscape Architect, shall remove all unwanted groundcover, trees and shrubs. RC£ ____ £XP. DATT:: REVIEWED BY: INSPECTOR DAT£ D. 25 pounds 16-6-8 slow release fertilizer 1---------1---+-----------t-----i------;-------i------.~ CITY OF CARLSBAD l S2H£1_ JI L ~ 1 J PLANNING DEPARTMENT (Note: soil under existing plant materials which are to remain in place shall be hand-tilled to 1-----+--+------------------t-----t---.---i,-, :=::._:_:_::::..':::====='.'.':'.:'.'::".:~~==:::':'.:==:'._':==~ avoid damage to roots -including areas under the drip line of all existing trees). SPECIFICATIONS Soil shall be suitable for plant growth and free of harmful substances or deleterious 1----+--+------------------i------r--,-,,-, -··materials prior to planting. DEJONG PROPERTY 5_ Contractor shall remove all rock in excess of one-Inch (1 ') diameter exposed at the soil 1----1------1----------------t---t--,----r---. I~ v//o,, L/-lt/-0'-I \ surface. ASSISTANT PLANNING DIRECTOR .-. -" DAT£ 6. Prior to planting. irrigation system shall be fully operational and all planting areas shall be t---+--+------------------t--;;,,.:-;:T;;:,---1r,;;; .. =;;:;;;.,-,---,:;-;-;n,T;:.-1rr,;;; ... ;;;TIAL;:;-1 I OWN HY: 11 PROJECT NO. I DRAWING NO. thoroughly soaked. DATE INmAL f--"-='-"'0'----'--"-"c.c·"'-"-=+-~--'"~-"'---1 = :;---~ __ C_T_9_8_-_0_5__ 408-7L ENG/Nff:R OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY ~PPROVAL -----3/4/03 L----.L _____________ ....,1 _____ .__ ___ _., ___________________ _ 042604 t 00 I --w r-