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Home My WebLink AboutDWG 549-9L; LPC 2024-0027; TYLER STREET HOMES; 01-13DRAWING INDEX: SHEET TITLE TITLE SHEET CONSTRUCTION PLAN CONSTRUCTION DETAILS IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION DETAILS IRRIGATION NOTES PLANTING PLAN PLANTING LEGEND PLANTING DETAILS PLANTING NOTES WATER CONSERVATION PLAN LANDSCAPE MAINTENANCE PLAN TOTAL SHEETS LANDSCAPE IMPROVEMENT PLANS FOR SHEET NUMBER 1 2 3 4 5 6 7 B 9 10 11 12 13 13 TYLER STREET HOMES 3215 -3225 TYLER STREET CARLSBAD, CALIFORNIA VICINITY MAP CITY OF OCEANSIDE PACIFIC OCEAN LOCATION MAP 78 ROAD CDsrA • AVE CITI' OF ENCINITAS CITY OF VISTA OF MARCOS NOTTO SCALE daedalus DESIGN GROUP P.O. box Jt vista, cal1fornfa 92085 p, J60,720.9JJ7 Expiration Date: 4/30/25 DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF ROVAL RELATED TO LANDSCAPING. Y . MITH 0: (760) 720-9337 REGISTRATION NO: 2994 DATE: 04101125 EXPIRATION DATE: 4/30/25 WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. DATE: 04/01125 MITH PH N 0: (760) 720-9337 REGISTRATION NO: 2l!!l± EXPIRATION DATE: 4/30/25 BACKFLOW PREVENTER TESTING: ALL BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE WATER DISTRICT. CALL (760) 438-2722 TO OBTAIN APPROVED CONTRACT BACKFLOW TESTERS. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". DESIGN REVIEW LIMITATIONS: A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTION OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY. INSPECTION PROCEDURES: INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "CERTIFICATION OF COMPLETION" FORM. A REQUEST FORA FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" E-MAIL TO: GLEN@TRIB-LA.COM LANDSCAPE INSPECTION REQUEST PHONE LINE: 1760) 434-9300 PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE} FROM INVASIVE PLANT GROWTH AND ROOTS. APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP.----DATE REVIEWED BY: INSPECTOR DATE 1--------+--+-/,\------------+---+---+-------i----l I SH~ET II CITY OF CARLSBAD I _ PLANNING DIVISION ~LA=N=DS::::C::::A:'.,':P=E =1M==P=Ro::::v=E=M==EN=T===PLA=N==s=Fo==R=,=========~ TYLER STREET HOMES 3215-3225 TYLER STREET, CARLSBAD, CA TITLE SHEET 1----+---+--------------+----+---+----+---I IAPPROV~u&_,,,,./ 4/16 /-z5 I t----+--------1-----------------+---+--------1r--------1-----t ~·P:::LA:::N:::N:::IN~::::::=::;;;;;:=:::;-;:========:::;-;::::::===~- 1,s PROJECT NO. DRAWING NO. OWN BY: JSS LPC2024-0027 DEV2023-0081 DWG 549-9L DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CHKD BY: RVWDBY: PLOT DATE: 411125 2024-10-30_Carlsbad Title Block_ v2024. vwx DI PA I 6" I L -~~DMA-9-M U111rr12••· PA RT DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST TWO DAYS BEFORE YOU D!G UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' \ \ PA 3'-11" 31-11 11 ·: -_. ---'._ ' PA i:>'MA:2-SA DMA-2-SA • •. i ' . ,, -.. . ···BtlJLDlNG,D PA PA GATE .. JDMA-10-SA. .. DMA-10-SA DMA-11-SA. PA ~ 3'-11" 3'-11" BIO-RETENTION PLANTER LEGEND PLANTER ID MANUFACTURER MODEL NO. & DESCRIPTION •. WFJ-Al723642'S 72"LX 36"WX42"H 'START S • • WFT-AL723642-M 72"L X 36"W X42"H, MIDDLE M ;, ;.,-,_-/•-··,• - J~;~lr)~l-9 -· DMA-2, DMA-7, DMA-10 DMA-15 TOURNESOL WFT-AL964842 96"L X 48"W X42"H STAND ALONE SA -: __ ,_.,·, . DMA:S DMA'16 toURNESOL )DMA-7-SA •• :DMA-7-SA .• DMA-8-SA • EJtALLAYOUTFORTHESEbi{ESTQBE .... · .. COORDINATp.DJNTH~Fl~lD, 111:JDWIJH SIJG.&Ei .··•• ~:~[? JAL R~~~Rp)~Gi9C~5:S]O T,H ~!UTILIT,( •• • ,' a ·, •, ••,. ••• • -' . - ,suu.:1:>1NG s· , f!JALLil.¥ClUT FOR THES~ ~ATES TO BE ' , < .... COOROINATEDl~JHE 1'1.EL□:;ANDWiTHSDG&E\•· APPRDVAL)ilBGARDiN@'AC~ESS,O THEI.ITICiTY •• • PANELS: • . ii . ,.--'," ·,:.f'··- .UNIT9 COLOR . (_. . -·' • • •. , sHA□o\itli .' FINISH POWDER COAT :' -,.-:-" ·,· ' J ' -- UN.ITS • ·DMA-15-SA ,,>., . ,DMA-15-SA < 4'-9" QUANTITY "·,,.-. . ' ' • POWDER • CbAT- ,_ ,_ ' 8" SCP-K48B SCOOP CONNECTION KIT FOR 48" WIDE PLANTERS POWDER COAT . DHCC:tUSTOMDRAIN HQ LES, MANliFAttURER)O -.. ·•· PROVIDE SHOPDRAWINGSJO BE APPROVED BYTHE • CONTRACTOR . . ·::.: -'., _, ,__ ' -~--- SHADOW }olidk{ COAT·· Ull!IT 1 I UNIT 7 DMA-16-SA PA ' PA PA ' PA ' I i" I i L , ~PAi .l:-i ".: · 1f~-• m I 0 m I 0 m I 0 m . - -,-'--'-l d PA I p daedalus DESIGN GROUP P.O. box l4 vrsta, california 92085 p 760,720,9))7 CLUSTER MAILBOX, SEE ARCHITECTURAL PLANS 0 F IJ,;l !!.\U 1~ 1~' (FIRE SERVICE BACKFLOW DEVICE I 1 -~• I I , PROPERTY LINE J/ B s -1 ~ ' . :· I 11.1~1 0 1 =dl I I)= .o I F 0 I 7'-6" X 7'-6" VISUAL CLEAR ZONE TRIANGLE, TYPICAL ! j j J j 1 I I ELECTRICAL TRANSFORMER I I o m I I BIKE RACK, SEE ARCHITECTURAL PLANS I 0 I CLUSTER MAILBOX, SEE ARCHITECTURAL PLANS l J Expiration Date: 4130125 10 0 5 10 20 ~~I 1 __ 1 SCALE: 1"=10'-0" CONSTRUCTION LEGEND NUMBER SYMBOL 0 0 0 0 0 IE iiUUEI 0 0 0 I li'A!.'1)0 @#ffe, ¢14iihiiii @fr ii j PA FOB 40 i FEET DESCRIPTION DTL./SHT. REFERENCE HORIZONTAL METAL FENCING W/ 1/2" SPACING, HEIGHT TO BE 6'-0" MAX, WHEN INSTALLED ON GRADE, AND COMBINED HEIGHT WHEN INSTALLED ATOP OF CMU RETAINING WALL COLOR TO BE DETERMINED. MANUFACTURER IS MWF SOLUTIONS, PH,: 951-972-2016, INSTALL PER THE MANUFACTURER'S SPECIFICATIONS. HORIZONTAL METAL FENCING W/ 1/2" SPACING, HEIGHT TO BE 3'-6", COLOR TO BE DETERMINED. MANUFACTURER IS MWF SOLUTIONS, PH.: 951-972-2016. INSTALL PER THE MANUFACTURER'S SPECIFICATIONS. HORIZONTAL METAL FENCING W/ 1/2" SPACING, HEIGHT TO BE 3'-0" WIDEX 3'-6" HIGH, COLOR TO BE DETERMINED. MANUFACTURER IS MWF SOLUTIONS, PH.: 951-972-2016. INSTALL PER THE MANUFACTURER'S SPECIFICATIONS, P.LP. CONCRETE, COLOR TO BE NATURAL GRAY, FINISH TO BE MEDIUM BROOM, SEE CIVIL DRAWINGS FOR INSTALLATION DETAILING, PERMEABLE PAVING STONES, MANUFACTURER: ORCO BLOCK AND HARDSCAPE, PAVER MODEL: ATTRAVERSO, PATTERN: HERRINGBONE, COLOR: MANOR, FINISH: SMOOTH, EDGE: THIN BEVEL, THICKNESS: 80MM, SEE CIVIL DRAWINGS FOR INSTALLATION DETAILING, PERMEABLE PAVING STONES, MANUFACTURER: ORCO BLOCKAND HARDSCAPE, PAVER MODEL: ATTRAVERSO, PATTERN: RUNNING BOND, COLOR: MANOR, FINISH: SMOOTH, EDGE: THIN BEVEL, THICKNESS: 80MM. SEE CIVIL DRAWINGS FOR INSTALLATION DETAILING, PRODUCTION CONCRETE WITHIN THE PUBLIC RO.W., SEE CIVIL DRAWINGS · 6" WIDE FLUSH CONCRETE CURB, SEE CIVIL DRAWINGS ALUMINUM PLANTER EDGING SYNTHETIC TURF CMU RETAINING WALL, SEE CIVIL DRAWINGS FOR CONSTRUCTION DETAILING, SEE THESE PLANS FOR VISUAL DETAILING, PROPOSED TREE WELL BMP WITH METAL TREE GRATE. SEE CIVIL IMPROVEMENT PLANS FOR GRATE INSTALLATION AND MATERIAL SPECIFICATIONS, PLANTED AREA ALIGN WITH FACE OF BUILDING H/9 G/9 A/3 APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE ___ _ EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE 1------<---+------------+--+------+----+------I I SH~ET II CITY OF CARLSBAD . PLANNING DIVISION ::==="=============~ LANDSCAPE IMPROVEMENT PLANS FOR: DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL PLANNIN DWN BY: CHKDBY: RVWDBY: TYLER STREET HOMES 3215-3225 TYLER STREET, CARLSBAD, CA CONSTRUCTION PLAN PROJECT NO. JSS LPC2024-0027 DEV2023-0081 PLOT DATE: 4/1/25 DRAWING NO, DWG 549-9L 2024-10-30_Carlsbad Title Block_v2024.vwx 2 SECTION I ELEVATION CMU RETAINING WALL-Section/ Elevation Scale: 1/2" = 1'-0" [TI 8X8X16 PRECISION BLOCK, COLOR TO BE NATURAL GRAY, PATTERN TO BE RUNNING BOND. MANUFACTURER IS ORCO BLOCK AND HARDSCAPE. 8X2X16 PRECISION BLOCK CAP, COLOR TO BE NATURAL GRAY, MANUFACTURER IS ORCO BLOCKAND HARDSCAPE. INSTALL WITH 1/2" TOOLED CONCAVE MORTAR JOINT ON THE FRONT SIDE AND FLUSH FOR PORTION OF WALL BELOW GRADE AND NEEDING TO BE WATERPROOFED. MORTAR COLOR TO MATCH BLOCK. CONCRETE FOOTING, REINFORCING, WATERPROOFING, DRAINAGE, AND GENERAL CONSTRUCTION OF ALL SITE RETAINING WALLS PER CIVIL PLANS. IT] FINISH GRADE NOTE: 1. THIS DETAIL IS ONLY TO BE USED FOR COSMETIC DETAILING ONLY. PLEASE REFER TO THE CIVIL DRAWINGS FOR CONSTRUCTION DETAILING STANDARDS. 2. TWO UNITS OF BLOCK AND TWO UNITS OF CAP ARE TO BE OBTAINED BY THE CONTRACTOR AND DELIVERED TO THE SITE FOR REVIEW AND FINALAPPROVAL BY THE LAND. ARCH. OR THE OWNER'S REPRESENTATIVE PRIOR TO MATERIAL DELIVERY TO THE SITE. daedalus DESIGN GRCUP P.O. box J+ vi5ta, california 92085 p, 760.720_9JJ7 Expiration Date: 4/30/25 APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE ___ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE l----f--------+-----------+---+----+---+------11 SH~ET II CITY OF CARLSBAD _ PLANNING DIVISION ::===-=============~ LANDSCAPE IMPROVEMENT PLANS FOR: DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL OWN BY: CHKDBY: RVWD BY: TYLER STREET HOMES 3215-3225 TYLER STREET, CARLSBAD, CA JSS JSS CONSTRUCTION DETAILS PROJECT NO. LPC2024-0027 DEV2023-0081 PLOT DATE: 411125 DRAWING NO. DWG549-9L 2024-10-30_Carlsbad Title Block_v2024.vwx 1 114" 1 114" • IRRIGATION MAINLINE AND LATERAL LINES AND HARDWARE ARE SHOWN OUTSIDE OF PROPERTY LIMITS FOR GRAPHIC CLARITY ONLY. IN ALL CASES THE PIPING AND HARDWARE ARE TO BE INSTALLED WITHIN THE PROJECT'S PROPERTY LIMITS. SEE DETAILS AND NOTES FOR ADDITIONAL DIRECTION REGARDING THE INSTALLATION OF THESE MATERIALS. 3/411 I I { \ \ ----,D I Pe-ii! __ ._ -------," I I \i ----t-1 : d----- : I l I 3/4" ' I \ --l""_cE-oe OE I..,_ ' ) IRRIGATION CONTROLLER 'A' TO BE MOUNTED ON FACE OF EXTERIOR WALL DIRECTLY BELOW WINDOW TRIM. CENTER ON WINDOW. PROVIDE GROUNDED 120 VAC POWER SOURCE AT THIS LOCATION. -~ ......... \ \ \ ____ __,___ -a -I oa ~4\E. -OE -3/4" F'=------ti'll':..--1 -7J7 -----TI I,, -_a,1-°' _ ., I ' . -1-a, -o::c"7" oE' L----.-1 UNIT 1 P.O.C. #1: POTABLE 1" WATER METER ,1" BACKFLOW, AND 1" SERVICE LINE TO SERVICE LANDSCAPE IRRIGATION TO THE FOLLOWING ADDRESS: 3215-3225 TYLER STREET, CARLSBAD, CA 92008. STATIC WATER PRESSURE IS 80 PSI MAX., MAX. FLOW DEMAND IS 5.60 GPM, STREET STATION NUMBER IS STA5+23.00-10.00' LT 6" FIRE SERVICE BACKFLOW DEVICE AND FIRE DEPARTMENT CONNECTION. ", '•, .--' ,-. +; C Bll 11..1:llNG .A -• 3/411 ---1-------·-..:ri ~ ----C-C------+,---~-sd-1---i-------:SC ---------~ J __ ----<-------_...__. "' "' JT-JT-JT JT-n-~~-H-H-,T /-H-JT--..,.JT-n-.,r I _l 3/4" I I °r----- _____ j -" -" __ ,,, 3/4"" -, 1 114" LOCAlE MAINLINE AND IRRIGATION HARDWARE AT THE TOP OF THE SLOPE TO PROVIDE EASY MAINTENANCE ACCESS. IRRIGATION HEAD LEGEND NOZZLE ARC & SPECIALTY NOZZLES 360" 270'-210' 210'-90' 45· ADJ. LCS RCS SS '. ,' - UlLDINGi 111 1.37 1" 3.20 DRIP MANUFACTURER NETAFIM DESCRIPTION TECHLINE HCVXR I I uNrfro .,0 314" □ L ____ _ -,o -sc 30" DIA. DRIP RING TLHCVXR5-12XX TECHLINE HCVXR DRIPPERLINE ---------------------:::: / MODEL NO. RAD PSI IPH 40 UNIT 7 WIRELESS IRRIGATION WEATHER SENSOR DEVICE TO BE INSTALLED ALONG TOP EDGE OF FENCE AT THIS LOCATION. SENSOR TO BE FULLY EXPOSED TO OPEN SKY AND SHADE PROJECTION IF AT ALL POSSIBLE. GALLONS PER MINUTE 360' 270' 210' 180' 90' .,.,, ..... .,,....- 45' DETAIL daedalus DESlliN liRDUP P.O box )4 vista, califorma 92085 p. 760 720 9ll7 l I I j :I I I ,, j J .l l 1 1 I \'i- 111 1.87 111 2.79 111 1.92 . 111 5.91 314" IRRIGATION EQUIPMENT LEGEND SYMBOL liiii""I 0 @ ~ ® ~ -- -------------- ® ® ~ I.iii ----- POC jwMj @) MANUFACTURER HUNTER HUNTER HUNTER SPEARS RAINBIRD SEE CIVIL DRAWINGS ANY ANY ANY NETAFIM NETAFIM NETAFIM NETAFIM NETAFIM SEE CIVIL DRAWINGS HUNTER DESCRIPTION 12 STATION IRRIGATION CONTROLLER WITH WALL MOUNT ENCLOSURE REMOTE CONTROL VALVE 1" MASTER REMOTE CONTROL VALVE 1" MANIFOLD TRUE UNION BALL VALVE QUICK COUPLER VALVE PROPOSED REDUCED PRESSURE BACKFLOW, SEE CIVIL DRAWINGS LATERAL LINE, TYPE 1120 PVC PIPE, SCH. 40 IRRIGATION MAINLINE PIPE PVC SCH. 40 3/4"-1112" PVC CLASS 315 2"+ PIPE SLEEVING 120 MESH DISC FILTER WNALVE PRESSURE REGULATOR VALVE MANUAL FLUSH VALVE MISTER OPERATION INDICATOR BLANK TECHLINE TUBING POINT OF CONNECTION NEW PROPOSED WATER METER, SEE CIVIL DRAWINGS WIRELESS WEATHER SENSING DEVICE • VALVE CALLOUT LEGEND ,-----STATION 1.D. DESIGNATION r DRIP CIRCUIT REGULATOR SIZE --+~~il,-,,J1 ';j.!' 6~.5:Q.:O ~-GALLONS PER MINUTE ,,. 314" ~ DRIP CIRCUIT FILTER SIZE ~--CONTROL VALVE SIZE 10 0 5 10 20 ~~I I __ I SCALE: 1"=10'-0" NOTES: 1. THIS IRRIGATION DESIGN IS BASED UPON A MINIMUM OPERATING PRESSURE OF 80 PSI WITH A MAXIMUM DEMAND OF §Jll_GPM AT THE POINT OF CONNECTION. 2. AVAILABLE CITY STATIC WATER PRESSURE IS 90 PSI. 3. THIS PROJECT IS LOCATED WITHIN THE JURISDICTION OF THE CARLSBAD MUNICIPAL WATER DISTRICT, PH. 442-339-2722. 4. ALL END LINE OR UNMARKED LATERAL LINE PIPE SIZE SHALL BE 314" SCH 40 PVC, UNLESS OTHERWISE NOTED, NO 112' PIPE IS TO BE USED. 5. TYPICAL FOR ALL DRIP IRRIGATION TUBING, LINE SPACING FOR SHRUB BEDS TO BE 14" O.C. AND 12" O.C. FOR RAISED BMP PLANTERS. 6. CONTACT MR. BILL MILLWARD WITH NETAFIM USA REGARDING THE INSTALLATION OF ALL NETAFIM HARDWARE, OR TO SETUPAPRECONSTRUCTION MEETING, PH: (951) 287-4630. 7. DEEP WATERING TREE RING CIRCUITS SHALL NOT BE CONNECTED TO SHRUB DRIP CIRCUITS, IN MOST INSTANCES SOME TREE CIRCUITS ARE GRAPHICALLY SHOWN OUTSIDE OF PLANTER BEDS FOR GRAPHIC CLARITY ONLY. 8. ALL MAINLINE AND LATERAL LINE PIPE LOCATED BELOW PAVED SURFACES ARE TO BE PLACED WITHIN ASCH. 40 PVC PIPETHAT IS 2 XTHE SIZE OF THE PIPE IT IS CARRYING. 9. MAINLINE PIPE SHOWN OUTSIDE OF THE PROPERTY LIMITS IS FOR GRAPHIC CLARITY ONLY, ACTUAL MAINLINE PIPE LOCATION IS TO BE WITHIN BE WITHIN THE PROPERTY LIMITS IN ALL CASES. 10. IRRIGATION MAINLINE LOCATED ALONG THE STREET FRONTAGE IS TO BE LOCATED OUTSIDE OFTHE STREET RIGHT-OF-WAY IN ALL CASES. MODEL NO. IC-600PL WITH 1 ICM MODULE PGV-101G ICV-101G TU 2000/3629 44-LRC SEE CIVIL DRAWINGS DFXXX-120 WRPRl-40 sov 10-CV-01 TLRW SEE CIVIL DRAWINGS WSS-SEN 40 I FEET REMARKS CONTRACTOR TO INSTALL PER MANUFACTUER'S SPECIFICATIONS. MATCH MAINLINE SIZE AT CONTROL VALVE MANIFOLD FEED. TO BE INSTALLED PER CITY OF CARLSBAD'S STANDARD DRAWING W-6 SEE DRAWINGS FOR PIPE SIZING SEE DRAWINGS FOR PIPE SIZING ALL SLEEVES ARE TO BE EXTENDED 12" BEYOND PAVING OR BUILT FEATURE SEE VALVE CALLOUT FOR SIZE SPECIFICATION TO BE INSTALLED PER CITY OF CARLSBAD'S STANDARD DRAWING W-6 MOUNT SENSOR ON TOP EDGE OF BLOCK WALL CONTRACTOR TO INSTALL PER MANUFACTUER'S SPECIFICATIONS DI RT DETAIL A B15 D/5 K/6 0/5 K,016 D E/5 0/5 R/6 H 115 H 115 H/5 F/5 F/5 J/5 N/6 M/6 R/6 815 DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO. DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCA T/ON OF PLANTING AREA. "AS BUILT" RCE __ _ EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE 1--------ae--------l-------------l----+------1----l------l I SH!ET II CITY OF CARLSBAD ~==:'::· ======:::::::P:::::LA:::N:::::N:::::IN:::G:::D:::IV:::::IS:::::10:::::N=====~ LANDSCAPE IMPROVEMENT PLANS FOR: Expiration Date: 4/30/25 TYLER STREET HOMES 3215-3225 TYLER STREET, CARLSBAD, CA IRRIGATION PLAN 1----+---+----------------+--+---+---+----I IAPPROVED: /' ./J, -~ -L ,, ,,_ -/ I I ~ ~~ 4 ,;:;-./7,;;- f-----l----+---------------------+-----l----l------l-----l ~P:::LA:=N::::N:::IN:::G==:;:;:::;::=';-;::=========:--~=-=-=-=-=-=--=--=~-· DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL OWNBY: JSS CHKDBY: JSS RVWDBY: PROJECT NO. LPC2024-0027 DEV2023-0081 PLOT DATE: 411125 DRAWING NO. DWG549-9L 2024-10-JO_Carlsbad Title Block_v2024.vwx 0 IRRIGATION CONTROLLER NOTTO SCALE CD 0) G) 0 IRRIGATION CONTROLLER (I-CORE) PER PLAN IRRIGATION CONTROLLER WIRES PLACED IN CONDUIT, SIZE AND TYPE PER LOCAL CODES EXTERIOR RATED 110V DUPLEX PLUG AND PIGTAIL POWER CONNECTION MOUNT CONTROLLER TO WALL STUD AS REQUIRED NOTE: 1. MOUNT CONTROLLER'S LCD SCREEN AT EYE LEVEL ~ PVC BALL VALVE 0 BRICK OR CONG. SUPPORTS 0 COMPACTED SUBGRADE ALL AROUND 0 INTEGRAL UNION (TYP.) 0 PVC MALE ADAPTER (TYP.) ~ 2" IN G.C. FLUSH IN LAWN 0 1 O" CIRCULAR PLASTIC VALVE BOX W/ 0 BOLT DOWN COVER, GREEN COLOR. TURF EJ SEE DETAIL 1/5 USE STAINLESS STEEL BOLT AND 0 FINISH GRADE @] WASHER. HEAT BRAND BV ONTO 1 CU. FT. PEA GRAVEL (MIN.) LID COVER. 0 PVC MAINLINE (TYP.) 8 ® PVC BALL VALVE NOTTO SCALE "7 PVC NON PRESSURE LATERAL LINE. PLACE WITHIN ~ SCH. 40 PVC CONDUIT WHEN LOCATED UNDER PAVED SURFACES G7 PVC PRESSURE PIPE, PLACE WITHIN SCH. 40 PVC L:J CONDUIT WHEN LOCATED UNDER PAVED SURFACES io7 CONTROL WIRE BUNDLE. USE THHN/THWN (THINNER ~ JACKET). PLACE IRRIGATION CONTROL WIRE WITHIN COMMON MAINLINE TRENCH AND TAPE TO BOTTOM OF MAINLINE PIPE WITH PVC TAPE EVERY 1 O' O.C. " 11l-6f-----~~ 1 4 -- 11 I I VARIES 3 @] SOIL FILTER FABRIC 1 7 i<l PIPE ZONE BEDDING ~ BACKFILL, BACKFILL TO BE SAND. 0 FINISH GRADE 0 UNDISTURBED SOIL lo] SEE NOTES BELOW L".J FOR DEPTH 0 NATIVE SOIL BACKFILL, COMPACT PER IRRIGATION NOTES ln7 CHRISTY'S 3" WIDE POTABLE l..'.'...I WATER MARKING TAPE, MODEL# TA-DT-3-BPW TOP OF MARKER TO BE LOCATED 12" BELOW GRADE IN LANDSCAPECONDITION AND 6" MAX.BELOW PAVED SURFACES. NOTES: • TRENCH UNDER LANDSCAPE AREAS: MAINLINE: 18" NON-PRESSURE LINE: 12" • TRENCH UNDER PEDESTRIAN PAVING MAINLINE: 18" NON-PRESSURE LINE: 18" TRENCH UNDER VEHICULAR PAVING • MAINLINE: 36" NON-PRESSURE LINE: 36" 0------,=:+1+, .. ::..·_· . .:.c:· •• _._'l .. ~~ .. --• \·::\::~ .. ·rt~::·: 1111--;-,:::,c-·,\;,:y: :: \;-._:::- @]----• -1111 "iii[= ' M 1111- 0 TRENCH WITH PIPE & WIRES NOTTO SCALE 0 WEATHER SENSOR NOTTO SCALE ~ TECHLINE DISC FILTER 0 PVC SCH. 80 UNION (TxT) 0 PVC MAINLINE (TYP.) PLASTIC RECTANGULAR VALVE BOX 0 W/ BOLT DOWN COVER, COLOR TO BE GREEN. USE STAINLESS STEEL BOLT AND WASHER. HEAT BRAND DRIP ONTO LID COVER. =1111' ia,111""1111""1111""1111== ~ .l'~"11 -1111 1111 1111 •1!1111~11111!)! UP TO 800' AWAY--, MAX. -0 ----0 CD MODEL: WIRELESS SOLAR SYNC SENSOR, MOUNT UP TO 800' FROM RECEIVER r,;\ INSTALL ON FACE OF SITE WALL OR FENCE, MIN. \::_) HEIGHT ABOVE GRADE IS TO BE 6'. MOUNT IN LOCATION WHERE SENSOR CAN RECEIVE FULL SUN, IS OPEN TO RAINFALL AND OUT OF SPRINKLER SPRAY PATTERN ® HUNTER I-CORE CONTROLLER © VALVE CONTROL WIRE CONDUIT ® POWER SOURCE 0 3/4" PEA GRAVEL SUMP fel BRICK SUPPORT, MIN. L".J 6" x 6" (TYP.) PVC FEMALE ADAPTER 2" IN G.C. & 1" IN LAWN AREAS 0 6" MIN. CLEARANCE FINISH GRADE fel NETAFIM PRESSURE L".J REGULATOR SOIL FILTER FABRIC 0 SCH. 80 PVC MALE ADAPTER CHRISTY'S RECLAIMED WATER TAG NETAFIM DISC FILTER W/ PRESSURE REGULATOR IN BOX NOT TO SCALE f"il LINE FLUSHING VALVE L'.J MODEL# TLSOV Gl TECHLINE DRIPPER LINE, l.:J OR BLANK TUBING G7 1 O" ROUND VALVE BOX L.:'.J W/ BOLT DOWN LID, USE STAINLESS STEEL BOLT AND WASHER. LID COLOR TO BE GREEN 4 7 8 0 FINISH GRADE 0 2" IN G.C, & 1" IN LAWN AREAS 0 SEE SUBSURFACE START CONNECTION, SEE DETAIL C/5 3 NETAFIM MANUAL LINE FLUSHING VALVE NOTTO SCALE 0 BRICK SUPPORTS, MIN. 6"x6" (TYP.) 0 3/4" PEA GRAVEL SUMP 1 CU. FT. IN SAND 1.5 CU. FT. IN LOAM 2 CU. FT. IN CLAY 0 SOIL FILTER FABRIC --@] ~ TECHLINE 0 BLANK TECHLINE TUBING DRIPPER LINE 0 TECHLINE TUBING 0 TECHLINE 3/4" BARBED MALE ADAPTER BARBED ELBOW 0 FINISH GRADE 0 PVC SCH 40 TEE (SxSxT) 8 2 11 ° HcH-----1 11 5 6 7 l]l PVC OR BLANK TECHLINE TUBING LATERAL L'.J HEADER OR FOOTER. SEE DRAWINGS 0 EMISSION POINT 0 3" 6" GALV. WIRE SOIL STAPLES INSTALLED AT 4' O.C. FOR TUBING, PLUS TWO (2) ON EACH TEE, ELBOW, OR CROSS. TO BE INSTALLED ON SURFACE MOUNTED TUBING AS WELL "7 PRESSURE SUPPLY LINE L'.J (SEE PLAN FOR SIZE) 0 BALL VALVES 0 QUICK COUPLER NOTES: 1. CENTER BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING. 2. SET RCVAND VALVE BOX ASSEMBLY WITHIN GROUND COVER/SHRUB AREA WHENEVER POSSIBLE. INSTALL IN LAWN AREA ONLY IF GROUNDCOVER AREA DOES NOT EXIST ADJACENT TO LAWN. r:;l HEAT BRAND ALL VALVE BOXES, 1-1/2" HEIGHT L.:J LETTERING MINIMUM !cl REMOTE CONTROL VALVE AND l.:J BOX io7 EDGE OF LAWN, WALKWAY, CURB, 6 L".J FENCE, ETC. ~---< -----<3 18" 3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOX EDGES TO PREVENT COLLAPSE AND DEFORMATION OF THE VALVE BOX SIDES. TECHLINE START CONNECTION SUBSURFACE ELL VALVE MANIFOLD CONFIGURATION NOTTO SCALE [D WATERPROOF ELECTRICAL 0 2" IN G.C.AREASAND 1" IN CONNECTORS LAWNS [TI SEAL CONDUIT ENDS WI IT] CONTROLLER WIRES WITH SPRAY FOAM 24" MIN, EXPANSION CURLS [TI PLASTIC RECTANGULAR VALVE BOX [I] 314" GRAVEL SUMP WI BOLT DOWN COVER, GREEN COLOR. USE STAINLESS STEEL BOLT AND 0 BRICK SUPPORT, ONE (1) ON WASHER HEAT BRAND "PB" ONTO LID EACH CORNER COVER ~ NOTES: 1. VALVE BOXES SHALL BE LOCATED WITHIN PLANTING BEDS, 2. WIRE SPLICES SHALL ONLY BE MADE WITHIN ELECTRICAL PULL BOXES. 7 I" ' I 1 I ---,m-_--,---- PULL BOX & CONTROL WIRE SPLICE NOTTO SCALE daedalus DE5113N 13RCUP P.O box l4 vista, calrforn1a 92085 p.160-720.9))7 Expiration Date: 4/30/25 [a] SCH. 40 PVC CONDUIT, SIZE AS REQUIRED [I] FINISHED GRADE ~ SOIL FILTER FABRIC, WRAP AROUND BRICK SUPPORTS NOTTO SCALE ~ BASE, PER CIVIL DRAWINGS 0 PAVING SURFACE 2 PIPE SIZE 1 /2" TO 4" IN SIZE NOTES: 0 LATERAL LINES IN SCH 40 SLEEVE ~ CHRISTY'S 3" WIDE POTABLE L:J WATER LINE WARNING TAPE, #TA-DT-3-BPW 1111 A B C D SEE DETAIL 1/3 FOR DEPTH 4" 12" 4" 1. PVC SLEEVES TO BE 2X THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. 2. ALL MAINLINE, LATERAL LINES, AND CONTROL WIRES ARE TO BE PLACED WITHIN . Jc7 CONTROL WIRES IN L':'.J SCH 40 SLEEVE 0 UNDISTURBED SOIL l]l PRESSURE MAINLINE L'.J IN SCH 40 SLEEVE PIPE ZONE AND BEDDING 0 BACKFILL, BACKFILL TO BE SAND. E 3" SCH. 80 PVC SLEEVES WHEN INSTALLED UNDER ROADWAYS AND SCH. 40 SLEEVES WHEN PLACED UNDER PAVING (NON-ROADS). ® SLEEVING H NOT TO SCALE APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP.-----DATE REVIEWED BY: INSPECTOR DATE l-------+----+--/ 1 \------------+--t--+-----t---t I SH~ET II CITY OF CARLSBAD I ~=="::· =======P=LA=N=N=IN::::G=Dl=Vl::::Sl=ON=======:· LANDSCAPE IMPROVEMENT PLANS FOR: TYLER STREET HOMES 3215-3225 TYLER STREET, CARLSBAD, CA IRRIGATION DETAILS 1------+----+---------------+------+-----l---+-----i lAPPROVED: ~ ~ _PLANNING ~ DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL OWN BY: JSS CHKDBY: JSS RVWDBY: PROJECT NO. LPC2024-0027 DEV2023-0081 PLOT DATE: 411125 DRAWING NO. DWG 549-9L 2024-10-30_Carlsbad Title Block_v2024.vwx OJ [I] 0 IT] 0 0 INSTRUCTIONS: QJ STRIP WIRES APPROXIMATELY 1/2" (12.7mm) INSERT WIRE ASSEMBLY INTO PLASTIC TUBE 0 TO EXPOSE WIRE. TWIST CONNECTOR AROUND WIRES CLOCKWISE UNTIL HAND TIGHT. DO NOT OVERTIGHTEN. IHII : •. ; . 0 UNTIL WIRE CONNECTOR SNAPS PAST LIP IN BOTTOM OF TUBE. PLACE WIRES WHICH EXIT TUBE IN WIRE EXIT 0 HOLES CLOSE CAP UNTIL IT SNAPS. INSPECT FINAL SPLICE ASSEMBLY TO BE 0 SECURE AND FINISHED. @J ~•iillilliliiiilillllll:i[; .{J'u 11111 WATER PROOF WIRE CONNECTORS NOTTO SCALE REMOTE CONTROL VALVE, PER LEGEND [TI PVC MAINLINE @] FINISH GRADE 0 llil PLASTIC RECTANGULAR VALVE BOX SCH. 80 PVC SxS ELL 2" IN G.C. & 1" IN LAWN AREAS W/ BOLT DOWN COVER, GREEN COLOR. 0 @] USE STAINLESS STEEL BOLT, WASHER. WATER PROOF CONNECTORS 2" MINIMUM HEAT BRAND RCV AND CONTROL STATION # ONTO LID COVER. ~ CONTROL WIRES W/ 18" [ill REFER TO TRENCHING DETAIL PIGTAILS, GAGE AS REQUIRED SCH. 80 PVC UNION @] 1 CU. FTOF PEA GRAVEL [ill BRICK SUPPORTS, ONE (1)AT SCH. 80 PVC NIPPLE (TYP.) EACH CORNER [ill SOIL FILTER FABRIC, WRAP TWICE AROUND BRICK SUPPORTS SCH. 80 PVC MALE ADAPTER @] COMPACTED SUBGRADE [ill CHRISTY'S VALVE I.D TAG PVC LATERAL LINE 2 ----<16 8 ' lillil, I 1111· ,,,,_ REMOTE CONTROL MASTER VALVE NOTTO SCALE 0 PVC LATERAL LINE, 0 NETAFIM TECHLINE CV, 0 SIZE PER PLAN, SEE 30" DIA. DRIP RING. CENTER DETAIL 1/3 ON TREE TRUNK. 0 0 TREE TRUNK 0 SCH. 80 PVC TEE, SXSXFPT 0 NETAFIM COMBINATION TEE 0 SCH. 80 PVC RISER MODEL# TL075FTEE 0 §] 2 3 PLAN VIEW SECTION TECHLINE CV DRIP RING • SMALL Below Grade A lication NOTTO SCALE 0 0 PVC SCH 80 NIPPLE FINISH GRADE/ TOP OF MULCH TO BE 1" BELOW VALVE BOX (LENGTH AS REQUIRED) 0 QUICK COUPLING VALVE, SEE LEGEND 0 BRICK (1 OF 2) 0 0 1 O" CIRCULAR PLASTIC VALVE BOX W/ PVC SCH 40 STREET ELL BOLT DOWN COVER, GREEN COLOR. USE STAINLESS STEEL BOLT, NUT, AND 0 WASHER. HEAT BRAND QCV ONTO PVC SCH 40 TEE OR ELL LID COVER. 0 3" MIN. DEPTH OF 3/4" GRAVEL NOTE: 1. ALL PVC THREADED PIPE CONNECTIONS TO BE COATED WITH "RECTOR SEAL" T-PLUS TWO OR EQUAL 2. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 2 QUICK COUPLER IN BOX WI GALVANIZED STAKE NOTTO SCALE NETAFIM TECHLINE DRIPPERLINE EMITTER NETAFIM TECHLINE, 18" DIA. DRIP RING. CENTER ON TREE TRUNK. BLANK TECHLINE TUBING NETAFIM INSERT TEE MODEL#TLTEE 0 PVC MAIN LINE PIPE ~ PVC SCH 80 ELL @] 3/4" GALVANIZED PIPE (MIN. 24" DEPTH) ATTACHED WITH PUNCH LOC STAINLESS STEEL CLAMPS OR EQUAL @] SOIL FILTER FABRIC 0 TECHLINE 0 --0 EMISSION POINT 0 4"-6" FROM PAVING 0 MISTER OPERATION DETECTOR 0 BRICK OR CONC. SUPPORTS COMPACTED SUBGRADE DRIPPER LINE ALL AROUND 0 PVC PIPING 0 START CONNECTION ~ DIMENSION PER PLAN (MAINTAIN 0 0 BARB X BARB CONNECTOR ~ 2" IN G.C., FLUSH IN LAWNS AND FITTINGS, SEE DRAWINGS SEE DETAIL C/5 TRIANGULAR SPACING OF SUPER FLEX UV WHITE TUBING 0 EMMITERS) 0 TRIANGULATE EMITTERS EXHAUST HEADER G 0 TURF @] SEE DETAIL 1/5 OUTLETS SOURCE TO HEADER 0 10'' CIRCULAR PLASTIC VALVE BOX W/ 0 LINE FLUSHING VALVE W/ BOLT DOWN COVER, COLOR GREEN 0 BLANK TECHLINE TUBING, SEE GRAVEL SUMP, IF SPECIFIED USE STAINLESS STEEL BOLT AND 0 FINISH GRADE @] @] 3/4" CRUSHED GRAVEL SUMP DRAWINGS REMOTE CONTROL VALVE WASHER.HEAT BRAND Pl ONTO LID COVER. ® EQUAL DIMENSION 0 STAKE @] SOIL FILTER FABRIC 8 3 9 3 El TECH LINE CV TUBING 0 0 10 0 4 / ® / 0 0 ~ l / 6 a ® 1 f 0 7 9 NETAFIM DRIP TUBING SAMPLE LAYOUT NETAFIM PRESSURE INDICATOR STAKE NOTTO SCALE NOTTO SCALE 3 ftj _1 3 2' MAX ' "" SEE NOTES' '@ r-®-1 & 2 12" MIN. 36" MAX. 1 ©-36" MAX. f--©· ' ••• -••·· . .. 'r"'· -R!,..f-71 I • ;1 I I M I I . ' . .. " . . I I . , . I"'· • LI --__ u@' •. ,_.,,. .. •. ,' ' 11 7 3 SEE NOTE 5 II Ii (2) (TYP) /I // .:.::::.::::=:::_., PUBLIC PRIVATE CUSTOMER RESPONSIBILITY I.IATERIALS 'AND INSTAUA110JfSH_All CONFORM 10-IBE CALIFORNIA PLUM BJ NG CODE. NOTES: 1. DO -NOT INSTALL PLAsnc· PtflE, 'OR PLASTIC _FITTINGS 'BErnIN IBE METER ANO BACKl10W ASSF;l,lBLY. ,. \\'HEN SERVICE MUST O:lENO "UNDER SIDEWALK, INSTALL 'A-SCHEDUlf 80. PVC stEEVE AROUND THE SER',ilCE :WB!NG_ BET\\£EN lHE_ MEIER BOX AND ll:IE 8AC!<FLOW PRE\i'ENTION O~V!CE. ·J.' CONSTRUCT 2' HIG!i ·RElAtNING,WALL)lN _3-SIDES Of _BACKFLOW PREVENTrn Yt\-lEN _INSTALLED Oji _-4;1 OR GREATER SlOPt OPEN .am· SHALL BE AT DOWNHILL SID_[ Of SLOPE. _PRO!iiDE-2'"HORl20NTA_L.lltARANCE BETYEEN W~ll AND BAC~n.ow PREVENTER. ,. DO NOT INSTALL IN ,AAEA SUBJECT TO· FL-OOOING. 5. \\RAP COPPER OR BRASS TUBING WITH 1D MIL UTILITY TAPE \\1-1EN ENCASED 11>1 ·CONCRETr. sp,c?.iii!i[ ITEM DESCRIPTION 1 MElER -AND BALL -VALVE !'BY DISTRICT1 2 THREADED BRASS-OR COPPER PIPE 15057 J BRASS 90' UBOW REAOE01 15057 4 THREADED -BRASS· PIPE 15057 5 BRASS' UNION 15057 • USC APPROVED BACKFLOW PREVENTION DEVlCE 1-5112 7 FOUNDATION ANCHOR-BLOCK 03000 REV. APPROVED DATE CARLSBAD MUNICIPAL_ WATER DISTRICT n .0 /J ,,, 1 7/22 2" & SMALLER BACKFLOW DISTI!ICT ENl.iNEER H39.IJ. RCE 55974 DA11' PREVENTION INSTALLATION STANb_ARD D~. NO. W-6 (';;\ SPACE NOT USED ~-N=o=r-=ro=-=s=c..,.A'"LE=-'-..c...;-""'-----~----------------- BACKFLOW DEVICE FOR 2" AND SMALLER NOTTO SCALE daedalus DESIGN GROUP PO.box)+ vista, california 92085 p, 760 720.9JJ7 Expiration Date: 4/30/25 APPROVED FOR !RR/GA TION AND PLANTING ONL ~ INCLUDING PRECISE LOCA T/ON OF PLANTING AREA. IIAS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1-----1------+-/-;1\----------+--+------+---+---I I SH~ET II CITY OF CARLSBAD I '.:==='.'::· =======P:::LA:::N:=N=IN:=G=Dl=Vl:=Sl=ON=======:· LANDSCAPE IMPROVEMENT PLANS FOR: TYLER STREET HOMES 3215-3225 TYLER STREET, CARLSBAD, CA IRRIGATION DETAILS !APPROVED:~~/ dr-/16/-7.l'>" I ~=====:=======================================:=====:================: _PLANNING (/ • :::D=w=N=B=Y=: ==J:;:;;S:;;:S~:;-;:::===P=Ro=J=E=cT=N=o=.==::::::;:=o=RA=w=1N=G=N=o=.::::: CHKD BY: JSS RVWD BY: LPC2024-0027 DEV2023-0081 DWG 549-9L DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PLOT DATE, 4/1/25 2024-10-30_Carlsbad Title Block_v2024.vwx IRRIGATION NOTES: 1. THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF CONSTRUCTION, SLIGHT FIELD MODIFICATIONS MAY BE NECESSARY TO IMPLEMENT THE DESIGN DEPICTED WITHIN THESE DRAWINGS. 2. PLANSARE DIAGRAMMATIC AND APPROXIMATE. PRECISE LOCATION OF SPRINKLER HEADS AND DRIPPER LINE SHALL BE FIELD ADJUSTED TO MEET MINOR VARIATIONS IN PLAN. 3. POINT OF CONNECTION (POC) SHALL BE WHERE INDICATED ON THE DRAWINGS. 4. CONTRACTOR SHALL FIELD VERIFY SIZE OF WATER METER BEFORE WORK COMMENCES, MINIMUM SIZE TO BE f'., NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCY. 5. CONTRACTOR SHALL NOTE LOCATIONS OF TREES ON PLANTING PLAN AND SHALL ROUTE IRRIGATION PIPE AND PLACE HEADS TO PREVENT CONFLICTS WITH TREE PLANTING. GROUP VALVES IN BOXES PARALLEL TO EACH OTHER IN PLANTING AREAS. LOCATE PIPE ALONG EDGE OF PLANTING AREAS WHEREVER POSSIBLE AND WITHOUT CONFLICT WITH OTHER UTILITIES OR BUILT FEATURES. 6. FLUSH ALL PIPES CLEAN PRIOR TO INSTALLING SPRINKLER HEADS AND DRIPPER TUBING. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SLEEVES AND CHASES UNDER PAVING, THROUGH WALLS, ETC. UNLESS OTHERWISE NOTED. ALL SLEEVES ARE TO BE SCH. 40AND TWICE THE DIAMETER OF THE PIPE CARRIED. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF PAVING. ALL MAINLINE, LATERAL LINES, AND CONTROL WIRES LOCATED UNDER PAVING ARE TO BE PLACED WITHIN A SLEEVE. ELECTRICAL WIRES FOR IRRIGATION VALVES AND IRRIGATION LINES ARE TO BE PLACED IN SEPARATE SLEEVES. 8. CONTROL WIRES SHALL BE BUNDLED WITH ELECTRICAL TAPE AT 10'-0" INTERVALS AND BURIED BENEATH MAINLINE WHEN LOCATED WITHIN PLANTERS. 9. SYSTEM CONTROLLER SHALL BE CONNECTED TO A RAIN SENSOR SHUTOFF DEVICE, SEE DRAWINGS. 10. IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY. LOCATE ALL PIPE AND EQUIPMENT WITHIN ADJACENT PLANTING AREAS. GROUP PARALLEL PIPE IN SINGLE TRENCHES WHERE POSSIBLE. 11. ALL IRRIGATION MATERIALS AND PROCEDURES SHALL CONFORM TO ALL LOCAL, MUNICIPAL, AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK AND ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE NOTES AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE IRRIGATION CONTRACTOR. 12. ANY SITE WITH SIGNIFICANT ELEVATION CHANGE WITHIN THE IRRIGATION MAINLINE INSTALLATION (15 FT. OR MORE) SHALL HAVE A CRISPIN AIR-RELIEF VALVE INSTALLED AT THE HIGH POINT WITHIN THE MAINLINE RUN. 13. TRENCHES SHALL BE MADE WIDE ENOUGH TO ALLOW A MINIMUM OF 4" BETWEEN PARALLEL PIPE LINES. STACKING OF PIPES VERTICALLY WITHIN THE SAME TRENCH WILL NOT BE ALLOWED. 14. THE LANDSCAPE CONTRACTOR IS TO FIELD INSPECT ALL SHRUB BEDS BEING IRRIGATED WITH THE NETAFIM TECH LINE CV SYSTEM. EACH BED IS TO BE EVALUATED FOR SOIL TYPE (CLAY, LOAM, OR SANDY) AND DETERMINE IF THE SPECIFIED TECH LINE EMITTER INTERVAL, LINE SPACING, OR DRIPPER FLOW SHOULD BE ADJUSTED ACCORDING TO THE NETAFIM COMPANY'S DESIGN GUIDELINES. CONSULT WITH LANDSCAPE ARCHITECT REGARDING THIS ISSUE PRIOR TO ORDERING NETAFIM TUBING. 15. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EQUIPMENT QUANTITIES, AND UTILITY LOCATIONS PRIOR TO BEGINNING WORK. 16. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANS OR SPECIFICATIONS PRIOR TO BEGINNING OR CONTINUING WORK. 17. THE CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 18. ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE, AND FEDERAL REQUIREMENTS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY-PERMITS OR APPROVALS. 19. IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY SHALL HAVE A BACKFLOW PREVENTER INSTALLED. 20. ANY EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR EXCAVATE WITHIN THE CRITICAL ROOT ZONE OF ANY TREE. 21. SHOULD ANY IRRIGATION LATERAL LINES, MAIN LINES AND EQUIPMENT BE SHOWN OUTSIDE PROPERTY LINES ON THIS PLAN, HOWEVER ALL IRRIGATION LINES AND EQUIPMENT ARE TO BE INSTALLED WITHIN THE PROJECT'S PROPERTY LIMITS. 22. ALL WORK CALLED FOR ON THESE DRAWINGS BY NOTES, DETAILS OR PLAN GRAPHICS SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS. WHEN AN ITEM IS SHOWN ON THE PLANS, BUT NOT ADDRESSED WITHIN THE SPECIFICATIONS OR VISE VERSA, IT SHALL BE DEEMED TO BE SHOWN ON BOTH. THE LANDSCAPE ARCHITECT SHALL HAVE FINAL AUTHORITY FOR CLARIFICATION IN ALL INSTANCES. 23. ALL VALVES, QUICK COUPLER VALVES AND WIRE SPLICES SHALL BE LOCATED WITHIN PLANTING BEDS WHENEVER POSSIBLE. 24. CENTER LOAD PIPING WITH SUFFICIENT AMOUNT OF BACKFILL TO PREVENT ARCHING OR SLIPPING UNDER PRESSURE. APPLY CONTINUOUS WATER PRESSURE OF THE NUMBER OF POUNDS PER SQUARE INCH SPECIFIED BELOW. THE CONTRACTOR IS TO PROVIDE CONFIRMATION TO THE LANDSCAPE ARCHITECT THAT THE PRESSURE TEST WAS SUCCESSFUL. PHOTOGRAPH THE INITIAL PRESSURIZATION OF THE LINE AND THEN AFTER THE SPECIFIED TESTING TIMEFRAME. PHOTOS TO BE DATE AND TIME STAMPED. SEND DIGITAL IMAGES TO LANDSCAPE ARCHITECT ONCE THE TESTING IS CONCLUDED. (A) PRESSURE LINES TO BE TESTED FOR FOUR (4) HOURS AT 150 P.S.I. (B) LATERAL LINES TO BE TESTED FOR TWO (2) HOURS AT 100 P.S.I. REPAIR LEAKS RESULTING FROM THE TESTS AND RETEST UNTIL SYSTEM MEETS ALL SPECIFIED TEST CRITERIA SEE SPECIFICATIONS. ' 25. THE IRRIGATION CONTRACTOR SHALL MAINTAIN A PRE-AS-BUILT RECORD DRAWING DURING THE CONSTRUCTION PHASE OF THIS PROJECT DOCUMENTING ANY DEVIATIONS FROM THE PLAN IN RED INK. THE CONTRACTOR SHALL DELIVER THE PRE-AS-BUILT PLANS TO THE LANDSCAPE ARCHITECT PRIOR TO THE FINAL ACCEPTANCE OF THE SYSTEM. FINAL AS-BUILT PLANS ARE TO THEN BE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIMENSIONS PROVIDED BY THE CONTRACTOR. FINALAS-BUILT PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND THE FINAL PLANS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. THE FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL PLANS WILL BE REQUIRED TO BE SIGNED BY THE CITY PRIOR TO THE RELEASE OF SECURITIES. SEE LANDSCAPE SPECIFICATIONS FOR FURTHER DIRECTION REGARDING THE PREPARATION OF AS-BUILT DRAWINGS. 26. ALL IRRIGATION CONTROL WIRE INSTALLED ABOVE GRADE SHALL BE ENCASED WITHIN SCH. 40 PVC ELECTRICAL CONDUIT. 27. THE IRRIGATION CONTRACTOR WILL BE RESPONSIBLE FOR ALL WALLAND CONTROLLER CABINET PENETRATIONS. ALL PENETRATIONS ARE TO BE PROPERLY SEALED TO INSURE THE INTEGRITY OF THE BUILDING'S WALLAND THE CONTROLLER ENCLOSURE'S WATERPROOFING. 28. NO WIRE SPLICES WILL BE ALLOWED FOR ANY WIRE RUN OF LESS THAN 1000 L. F. ALL WIRE SPLICES SHALL BE LOCATED WITHIN A STANDARD SIZED VALVE BOX, SEE DETAILS. WIRE BUNDLES SHALL BE TAPED TOGETHER WITH ELECTRICAL TAPE EVERY 10' O.C. 29. ALL TRENCHING SHALL FALL OUTSIDE OF THE TREE DRIPLINE OF ALL EXISTING TREES AND OUTSIDE OF THE ROOT BALL OF ALL NEWLY PROPOSED TREES. 30. PRIOR TO ANY IRRIGATION PIPE TRENCHING OR HARDWARE INSTALLATION THE CONTRACTOR IS TO REVIEW THE IRRIGATION PLANS AND DETERMINE IF THERE ARE ANY POSSIBLE UTILITY CONFLICTS EXIST. SHOULD CONFLICTS EXIST, THE CONTRACTOR SHALL NOTIFY AND COORDINATE ANY INSTALLATION MODIFICATIONS WITH THE GENERAL CONTRACTOR. THE CONTRACTOR WILL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING UTILITIES. 31. SHOULD THE CONTRACTOR IDENTIFY ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND THE SITE CONSTRUCTION PLANS, THE CONTRACTOR IS TO NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO ANY CONSTRUCTION BEGINNING. 32. THE CONTRACTOR SHALL CLEANUP AND DISPOSE OF ALL DEBRIS, WASTE, AND EXCESS MATERIALS ASSOCIATED WITH HIS SCOPE OF WORK. THIS INCLUDES SWEEPING /CLEANING ALL PAVED SURFACES FOR ON OR OFF-SITE WORK AREAS. 33. THE CONTRACTOR SHALL PROVIDE A ONE (1) YEAR WARRANTY FOR ALL IRRIGATION PRODUCTS AND INSTALLATION WORKMANSHIP. 34. PROVIDE IN LINE PVC CHECK VALVES OF CORRECT LINE SIZE WHERE FIELD CONDITIONS DEMAND PER PLANS AND/ORAS REQUIRED (TO PREVENT LOW HEAD DRAINAGE). CONTRACTOR TO INCLUDE TEN (10) CHECK , VALVES OF VARYING SIZES WITHIN BASE BID. 35. ONLY SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA 36. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THE PROJECT'S SPECIFICATION MANUAL PRIOR TO BIDDING THIS PROJECT. THE PROJECT SPECIFICATIONS ARE TO BE MADE A PART OF THESE PLANS. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING ALL WORKAS SPECIFIED WITHIN THE LANDSCAPE SPECIFICATION MANUAL AND AS DEFINED WITHIN THESE LANDSCAPE DRAWINGS. daedalus CE511iN liRCUP P.O.box}t vista, cal1fom1a 91085 P' 760 720.9ll7 SUBSURFACE IRRIGATION INSTALLATION NOTES: 1. ASSEMBLE AND INSTALL FILTER, REMOTE CONTROL VALVE AND PRESSURE REGULATING VALVE ASSEMBLIES ACCORDING TO DETAILS. 2. ASSEMBLE AND INSTALL SUPPLY HEADERS ACCORDING TO DETAIL. TAPE OR PLUG OPEN CONNECTIONS TO PREVENT DEBRIS CONTAMINATION. 3. ASSEMBLE AND INSTALL EXHAUST HEADERS IN ACCORDANCE WITH DETAIL. TAPE OR PLUG OPEN CONNECTIONS TO PREVENT DEBRIS CONTAMINATION. 4. INSTALL DRIP LATERALS. TAPE OR PLUG OPEN ENDS TO PREVENT DEBRIS CONTAMINATION. 5. THOROUGHLY FLUSH DRIPLINE LATERALS AND CONNECT TO EXHAUST HEADERS OR INTERCONNECTING LATERALS WHILE FLUSHING. 6. THOROUGHLY FLUSH EXHAUST HEADERS AND INSTALL LINE FLUSHING VALVES ACCORDING TO DETAILS. 7. THOROUGH FLUSHING OF EACH INSTALLATION SEGMENT IS NECESSARY TO ENSURE THAT NO DEBRIS CONTAMINATION OCCURS. 8. SEE IRRIGATION NOTES, LEGENDS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING SUBSURFACE IRRIGATION PRODUCTS AND INSTALLATION. 9. BURY DRIPLINE 3" BELOW GRADE AND STAKE AT 36" O.C. IN ORDER TO SECURE LINE TO GROUND AND MAINTAIN PRECISE LINE LAYOUT SPACING. 10. ALL SUBSURFACE LINE FITTINGS USED FOR THIS PROJECT WILL BE PER THE SPECIFIC SUBSURFACE DRIPPER LINE MANUFACTURER'S SPECIFICATIONS. NO THIRD PARTY EQUIPMENT IS TO BE INCORPORATED INTO THIS SYSTEM. WORST HYDRAULIC CONDITION CALCULATION Remote Control Valve: A-6 Maximum GPM Demand: POC/Water Meter: 1" Available Static Pressure: HGL NA Elevation of Meter; 46.00 Elevation of Valve: 45.50 MAINLINE/VALVES: 36' L.F. of Service Line, 1" 1" Water Meter 1" Backflow Device 3/4" Filter 1" Master Valve Flow Meter 1" Pressure Regulator 11/4" Gate/Ball Valve 273' L.F. of Mainline, 11/4" 3/4" Control Valve Misc. Fitting Loss (10%) Subtotal MainlineNalve PSI Loss: LATERAL LINES: 4 L.F. of 3/4" Lateral @ 19 L.F. of 3/4" Lateral @ L.F. of 3/4" Lateral @ L.F. of 3/4" Lateral @ L.F. of 3/4" Lateral @ L.F. of 3/4" Lateral @ Loss Thru Fittings (10%) Subtotal Lateral Line PSI Loss: Total Elevation Change Loss or Gain (psi) Subtotal System PSI Loss: TOTAL PRESSURE AVAILABLE: SUBTOTAL SYSTEM LOSS: PRESSURE REQUIRED AT HEAD: TOTAL PRESSURE LOSSES: RESIDUAL WATER PRESSURE: BOOSTED PRESSURE: BOOSTED RESIDUAL: GPM 6.01 6.01 6.01 6.01 6.01 6.01 6.01 6.01 6.01 3.00 6.01 22.88 21.80 = = = = = = = = = = = = = = = = = 6.01 80 LOSS .50 .30 11.00 .50 2.50 .50 00 .70 4.00 2.00 22.00 .003 .057 .06 .66 -.50' .22 (G) 22.88 80.00 44.68 35.32 APPROVED FOR /RR/GA noN AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP. ____ _ DATE REVIEWED BY: ------------------------~' ---,.,·-; :.-c-:'"C" •·_;_, __ , -"•_., __ , _____ , ____ c'""',C-__ , ___ ~~-•~-~-,,.: .. ..:::-?'-JC":_, INSPECTOR DATE 1--------,---+-------------l-----+----+---I-------I I SH~ET II CITY OF CARLSBAD . PLANNING DIVISION ------------1 ::::===================' Explratlon Date: 4/30/25 LANDSCAPE IMPROVEMENT PLANS FOR: TYLER STREET HOMES 3215-3225 TYLER STREET, CARLSBAD, CA IRRIGATION NOTES f-----+------1------------1-------+---1-----I---I IAPPROV~ ~ 4/ ,.:;/~ I f---+----l-----------------+---+-----li-----1----1 _PLANNINV p . ;:::D=w=N=B=Y=: ==J;;;S:;;:S::::::::;--;::===P=Ro=J=E=cT=N=o=. ===:;--::=D=RA=w=1N=G=N=o=.=' CHKDBY: JSS RVWD BY: LPC2024-0027 DEV2023-0081 DWG 549-9L DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PLOT DATE: 4/1/25 2024-10-30_Carlsbad Title Block_v2024.vwx _J \ ' , PROPERTY LINE ' \ \ \ \ ' ' ' __ ,,_-., -- . UNITS _·. BMP LEGEND BMPNO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 DI BMP DESCRIPTION RAISED FLOW THROUGH PLANTER, PLANTER TO BE WATERPROOFED RAISED FLOW THROUGH PLANTER, PLANTER TO BE WATERPROOFED RAISED FLOW THROUGH PLANTER PLANTER TO BE WATERPROOFED RAISED FLOW THROUGH PLANTER, PLANTER TO BE WATERPROOFED RAISED FLOW THROUGH PLANTER, PLANTER TO BE WATERPROOFED RAISED FLOW THROUGH PLANTER PLANTER TO BE WATERPROOFED RAISED FLOW THROUGH PLANTER, PLANTER TO BE WATERPROOFED RAISED FLOW THROUGH PLANTER, PLANTER TO BE WATERPROOFED RAISED FLOW THROUGH PLANTER PLANTER TO BE WATERPROOFED RAISED FLOW THROUGH PLANTER PLANTER TO BE WATERPROOFED RAISED FLOW THROUGH PLANTER PLANTER TO BE WATERPROOFED RAISED FLOW THROUGH PLANTER, PLANTER TO BE WATERPROOFED RAISED FLOW THROUGH PLANTER PLANTER TO BE WATERPROOFED RAISED FLOW THROUGH PLANTER, PLANTER TO BE WATERPROOFED RAISED FLOW THROUGH PLANTER, PLANTER TO BE WATERPROOFED RAISED FLOW THROUGH PLANTER PLANTER TO BE WATERPROOFED RT DIAL TOLL FREE 1 • 800 -422 • 4133 AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA \ • ; :: : ~:J,?i\ :,1 ••• ··-\,., ';., ~~ . . . . ' . .--;~ :·,:.:J,.-:,:,::; : . '-• .. : . ' '. /•_"; '-,. ,. c,· • < ·, - • UNIT·10i r-----------, : -.,,, :~--. --·. ;UNIT2 _. • .., ·-.: ,,_ •, . --._ ~ . --• ·.··•su1LDTNGB .. Li 1-., -. -•-\ 1--~- :A.LuM1N0~-~0GINd··••. 9 TYP.ICAL '--"'-./ ·1 ' ;,,-r .. --_: - uN1Ts • --------------- UNIT 1 UNIT 7. l ~ 1~ ~ I ne I i I I O • ir- 0 f o I f i f ~ gr o FIRE HYDRANT 6" FIRE SERVICE BACKFLOW DEVICE AND FIRE DEPARTMENT CONNECTION PROPOSED 5'-0" WIDE PUBLIC STREET EASEMENT TO THE CITY OF CARLSBAD PROPERTY LINE C ROOT BARRIER 9 TYPICAL ~-<ELECTRICAL TRANSFORMER l 0 J 0 0 daedalus DESll3N 13ROUP PO box)t vista, cal1forma 92085 p. 760-720 9))7 BIKE RACK WITH CONCRETE PAD. BIKE RACK MODEL PER ARCHITECTURAL PLANS CLUSTER MAILBOX STRUCTURE *SEE SHEET 9 FOR PLANTING L EGEND Expiration Date: 4/30/25 10 0 5 10 20 40 ~-I I ! ! SCALE: 1"=10'-0" FEET APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE ___ _ EXP. DATE REVIEWED BY: INSPECTOR DATE 1--------,1-----+-----------+-----+---+----l-------' I sH~ET ll __ c_,TY __ o=F=C=A=-=R=L=S"--B-A_o __ _J _ PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: TYLER STREET HOMES 3215-3225 TYLER STREET, CARLSBAD, CA PLANTING PLAN l-------,l----+-------------------1'------+---+----I----I IAPPROVED: ~ ~ _PLANNING ~ DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL OWN BY: CHKDBY: RVWDBY: JSS JSS PROJECT NO. DRAWING NO. LPC2024-0027 DEV2023-0081 DWG549-9L PLOT DATE: 411125 2024-10-30_Carlsbad Title Block_v2024.vwx PLANTING LEGEND SYMBOL ------------<DYPSIS LUTESCENS • MAGNOLIA GRAND/FLORA VTTLE GEM' O--------------;PHOENIXROEBELINII -----1RHAPIS EXCELSA SHRUBS 0-ASPARAGUS DENSIFLORUS 'MYERS' 0 CARISSA MACROCARPA 'GREEN CARPET' 00 COTONEASTER LACTEUS MAHONIAAQUIFOLIUM 'COMPACTA' (±) NANO/NA DOMESTICA 'GULF STREAM' ~ NANO/NA DOMESTICA 'HARBOR DWARF' 8 0 PODOCARPUS MACROPHYLLUS 'MAKI' TECOMA 'CRIMSON FLARE' 0 WESTRING!A 'WYNYABBIE HIGHLIGHT' FLOWERING PERENNIALS CL/VIA MINIATA GRASSES AND GRASS LIKE @ CAREX DIVULSA ~\\1111,,: .:::;; ~ CHONDROPETALUM TECTORUM == • ::: ~ " .... ,,,n,~ 0 JUNCUS MEX/CANA LOMARDIA LONG/FOL/A BREEZE PHORMIUM TENAX 'TONY TIGER' SUCCULENTS AND CACTUS 0 AEON/UM URBICUM 'SALAD BOWL' ~ CRASSULA 'BLUE BIRD' 0 CRASSULAARBORESCENS UNDULATIFOLIA 0 CRASSULA MULTICAVA GROUND COVERS MYOPORUM PARVJFOLIUM 'PUTAH CREEK' OPHIOPOGON PLANISCAPUS 'N!GRESCENS' PEA GRAVEL SYNTHETIC TURF ARECAPALM LITTLE GEM MAGNOLIA PIGMY DATE PALM BAMBOO PALM FOXTAIL FERN NATAL PLUMB RED CLUSTERBERRY COMPACT OREGON GRAPE HEAVENLY BAMBOO DWARF HEAVENLY BAMBOO SHRUBBY YEW PODOCARPUS NO COMMON NAME VARIEGATED COAST ROSEMARY KAFFIR LILY BERKELEY SEDGE BAMBOO RUSH MEXICAN RUSH DWARF MAT RUSH DWARF VARIEGATED NEW ZEALAND FLAX SALAD BOWL BLUE BIRD CRASSULA RIPPLE JADE EMERALD JADE CARPET PUTAH CREEK MYOPORUM WHITE TRAILING GAZANIA BLACK MONDO GRASS SIZE: 3/8", TYPE: CHAMOIS BEIGE, DEPTH: 2", INSTALL A WEED BARRIER BETWEEN GRAVEL AND SOIL SUBGRADE. AVAIL THRU KRC ROCK, PH.: 760-0744-1036 10 6 2 8 6 14 24 3 16 10 84 3 12 45 2 259 4 125 7 2 2 14 15 GAL MULTI TRUNK 24" BOX STANDARD TRUNK 24" BOX MULTI TRUNK, SEE PLAN 15 GAL. MULTI TRUNK 1 GAL. 5GAL. 5GAL. 5GAL. 5GAL. 5GAL. 15 GAL. COLUMNAR FORM 5GAL. 5GAL. 5 GAL. 1 GAL. 5 GAL. 1 GAL. 1 GAL. 1 GAL. 5 GAL. 5 GAL. 5-GAL 1-GAL. FROM FLATS PLANT AT 12" O.C. FROM FLATS PLANT AT 12" O.C. FROM FLATS PLANT AT 8" O.C. A,D/9 A,B/9 E/9 E/9 E/9 G/9 H M M M M L L L L L M L L L L L M L L L L L L L L M VL VL daedalus DESIGN GROUP P.O box l+ vista, califorrna 92085 p,760.720.9JJ7 APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" i --· . --· ·1 ,,"·•~ ! f ~~, ,I ~:ec:,U RCE DATE EXP. ' fi ,. C'r~ ,l S[~=lr· ' : " :J 11'·,,."i REVIEWED BY: -,. )",, "-~1 ., ------- • 0 • .,_-,,,_ ',_-,,_ --· ""' ·;, ·;. 'c··• DATE INSPECTOR /1\ I SH~ET II CITY OF CARLSBAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: ~ v'\'-IOSC,'\p~ TYLER STREET HOMES • sr,11, "0_ 3215-3225 TYLER STREET, CARLSBAD, CA ~ "· "'' PLANTING LEGEND '1!, /. ,. "' .::J -9i - ' APPROVED: /4 ////. , ~ 30 25 A~.,,.,, 4jtl?/'26 * (1!.enewal Date * • \ 4-1-25 PLANNING ,, \S'0,..._ Dale /, ~ ):.q ((-~ DWN BY: JSS DRAWING NO. ~OFcA\.lfO PROJECT NO. DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKDBY: JSS RVWDBY: LPC2024-0027 DEV2023-0081 DWG549-9L Expiration Date: 4/30/25 DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL PLOT DATE: 4/1/25 2024-10-30_Carlsbad Title Block_v2024.vwx [i] 0 0 SET SHRUB CROWN 1" ABOVE FINISH GRADE. 3" MULCH LAYER PER PLANTING NOTES 4" HIGH WATER RETENTION BASIN RAKE OUT AFTER 90 DAYS U.O.N. NOTE PERTAINS TO ON-GRADE PLANTERS ONLY. NOTE: 0 0 0 FINISH GRADE PLANT FERTILIZER TABLETS, PER PLANTING NOTES PLANT ROOTBALL, PREPARE PER PLANTING NOTES. 2X ROOTBALL DIAMETER 0 PREPARED BACKFILL MIX, SEE PLANTING NOTES FOR BACKFILL MIX CONTENTS. BACKFILL MIX SHALL NOT BE INSTALLED ANY DEEPER THAN 12" FROM TOP OF SURROUNDING FINISH GRADE, INSTALL NATIVE SOILS FOR DEPTHS BELOW 12". NOTE PERTAINS TO ON GRADE PLANTERS ONLY. 0 SCARIFY SOILALONG SIDES AND BOTTOM OF PLANTING PIT. NOTE PERTAINS TO ON GRADE PLANTERS ONLY. 8 1. WHEN PLANTED ON SLOPES, THE FRONT AND REAR OF THE PLANTING PITS SHALL BE GRADED AT A MAXIMUM OF A 1 :1 SLOPE. EROSION CONTROL FABRIC SHALL BE INSTALLED ON THESE SLOPES TO CONTROL EROSION WHILE PLANTS ESTABLISH. ORNAMENTAL TREES & SHRUB PLANTING 1 GAL. THRU 36" 80 LEVEL GRADE EDGE OF PLANTING 7 NOTES: 1. ALL GROUND COVER IS TO BE PLANTED IN A TRIANGULAR GRID AS SHOWN 2. FOR PLANT ON CENTER SPACING SEE PLANT LEGEND 3, FOR MULCH LAYER SEE PLANTING NOTES 0 GROUND COVER PLANTING NOTTO SCALE NOTTO SCALE ~~ Ill ~~ 1~111i1 o1 ~ 1'p'il -11 --- NOTES: 1111 _111,1-.'.. -2XROOTBALLIIII _mf 1111 DIAMETER 1. STAKE TREES ONLY ON THE APPROVAL OF THE LANDSCAPE ARCHITECT. SEE STAKING DETAIL. 2. EXCAVATED SLOPES SHALL NOT EXCEED MAXIMUM ALLOWABLE SLOPE STEEPNESS PER CIVIL PLANS. 3. MARK THE NORTH SIDE OF THE TREE IN THE NURSERY PRIOR TO DELIVERY TO THE SITE AND ORIENT THE TREE IN THE FIELD TO MATCH WHENEVER POSSIBLE, 4. CLEANLY PRUNE ONLY DAMAGED, DISEASED AND/OR WEAK BRANCHES, 5. WATER THOROUGHLY AFTER INSTALLATION. 6. STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. [i_] EXISTING SLOPE r,;i2 TAPER 1:1 MAX. CUT SLOPE AT PLANT PIT. COVER L:J THIS SLOPE PROFILE WITH EROSION CONTROL FABRIC AS APPROVED BY THE CITY OF CARLSBAD. G'7 WOOD MULCH LAYER, SEE PLANTING NOTES L:'.J FOR DEPTH '47 PLANT CROWN OF SHRUB 1' ABOVE FINISH GRADE. L:'.J ROOT FLAIR MUST BE VISABLE. TREES WHERE THE TRUNK FLAIR IS NOT VIABLE SHALL BE REJECTED, 1c75 6" HIGH WATER RETENTION BASIN, FORM WI SOIL L:'.J EXCAVATED ON UPHILL SIDE OF TREE r;;76 SCARIFY SOILALONG SIDES AND BOTTOM OF L':'J PLANTING PIT. PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL. SLOPE PLANTING HOLE SIDES AT A 1 :1 RATIO. ,:;-i7 1:1 MAX SLOPE SURFACE. SEE PLANTING NOTES L.'..J REGARDING THE NEED FOR EROSION CONTROL FABRIC INSTALLATION FOR GRADED SLOPES. Iola PLANT FERTILIZER TABLETS, PER PLANTING L':'J NOTES fgl PLANT ROOTBALL, PREPARE PER PLANTING L':'J NOTES PREPARED BACKFILL MIX, SEE PLANTING NOTES FOR BACKFILL MIX CONTENTS. BACKFILL MIX SHALL NOT BE INSTALLED ANY DEEPER THAN 12" FROM TOP OF SURROUNDING FINISH GRADE. INSTALL NATIVE SOILS FOR DEPTHS BELOW12". SHRUB AND TREE PLANTING 1 Gal. Thru 36" Box Slo ed Grade NOTTO SCALE [i] FACE OF BUILDING, POST, COLUMN, OR WALL 0 SPREAD ON WALLAND SECURE 2 0 REMOVE NURSERY STAKE 3 0 MULCH LAYER (SEE PLANTING NOTES FOR DEPTH) 0 SET ROOTBALL TIGHTTO FOOTING. REMOVE ANY BIULDING MATERIALS THAT MAY BE UNEARTHED WHEN DIGGING OUT PLANTING PIT. 0 6" HIGH WATER RETENTION BASIN ON SLOPE, 3"-4" OTHERWISE 0 FINISH GRADE 0 PLANT FERTILIZER TABLETS, PER PLANTING NOTES. 0 PREPARED BACKFILL MIX.SEE PLANTING NOTES FOR BACKFILL MIX. ~ SCARIFY SOIL ALONG SIDES AND BOTTOM OF PLANTING PIT. 0 VINE/ ESPALIER PLANTING NOTTO SCALE [i] TREE TRUNK TO BE EQUIDISTANT FROM 0 PLASTIC ROOT BARRIER: 24 -INCH 0 CURB/GUTTER (TYP.) [i] TREE CANOPY 0 TREE TRUNK BOTH ENDS OF ROOT BARRIER MIN. DEPTH ADJ. TO SIDEWALK PLASTIC ROOT BARRIER: (2) CINCH TIES, TACK TO STAKE WITH 0 1X4 DOUG. FIR BRACE. TACK TO LODGEPOLE 0 0 0 STAKES WITH GALV. NAILS BACKFILL MIX 24-INCH MIN. DEPTH ADJ. GALV. NAILS TO PREVENT SLIPPING 0 FINISH GRADE TO BE 3" BELOW TOP TO CURB OF CURB HEIGHT TO ALLOW FOR 0 (2) 2" DIA. X 8' LONG UNTREATED LODGEPOLE 0 TREE ROOT BALL (DO NOT PEN ET RA TE WITH MULCH MATERIAL. 0 ROOTBALL 0 PINE STAKES FOR 5 GAL. TREES, STAKE) NATIVE SOIL OR 0 SIDEWALK (TYP.) (2) 2" DIA. X 10' LONG UNTREATED LODGEPOLE 0 ARBOR GUARD MODEL# AG8-4. USE PINE TAKES FOR 15 GAL.-36" BOX TREES, SET IN TURF AREAS ONLY. STAKES OUTSIDE ROOTBALL. ANGLE TOP OF STAKE AWAY FROM BRANCH STRUCTURE. 4 7 • • PREVAILING WIND SECTION VIEW 10'-0" 10'-0" 10'-0" 10'-0" PLAN VIEW NOTES: 1. ROOT BARRIER SHALL BE INSTALLED IN A LINEAR FASHION PARALLEL TO EDGE OF HARDSCAPE (DON'T ENCIRCLE ROOTBALL) -20 FEET MIN. LENGTH EACH TREE. 2. TOP OF ROOT CONTROL BARRIER SHALL BE 1 INCH ABOVE FINISH GRADE (MIN.). 3. ROOT BARRIER SHALL BE INSTALLED WITH RAISED ROOT DIVERTERS FACING TOWARD THE TREE ROOTBALL. 0 ROOT CONTROL BARRIER NOTTO SCALE NOTE: OJ 0 0 0 [I] [I] TIGER TURF -PET TURF, MANUFACTURER IS TENCATE, AVAILABLE THROUGH SYNTHETIC GRASS WEARHOUSE, PH.: 800-730-2675 2-3 LBS 16130 INFILL SWG WEED FABRIC DECOMPOSED GRANITE 1/4" MINUS, 2" DEPTH COMPACTED TO 90% 6" NAIL, OR 6" 9 GAUGE STAPLE COMPACTED SUBGRADE 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, rr:'\G .... s,,.Y.,,,N~TH,,,,E'"'T""IC"'"'Ga.c..RA;;....;.;a.SSa.-_______________ _ V NOTTO SCALE daedalus DESIGN GROUP P.O box Jt vista, californiB 92085 p, 760 720 9JJ7 SECTION VIEW PLAN VIEW NOTES: 1, INSTALL TREE TIES AND STAKES ONLY TO PROPER LEVEL TO HOLD TREE UPRIGHT. PROPER HEIGHT IS 6" ABOVE POINT WHERE THE TREE WILL SNAP TO AN UPRIGHT POSITION BY ITSELF IF TOP IS PULLED TO ONE SIDE AS IF WIND LOADED AND THEN RELEASED, DO NOT TOP TREES IN ORDER TO REDUCE SIZE OR WEIGHT OF TREE CROWN, CONTACT LANDSCAPE ARCHITECT PRIOR TO ANY PRUNING OF TREES. TREE STAKING 5 GAL. THRU 36" BOX STAKES ~-------1111 ISOMETRIC VIEW NOTES: SURFACES VARY, SEE PLANS ----,_ PERMALOC PERMASTRIP ------i1 ALUMINUM EDGING TOP OF EDGING TO BE MAXIMUM OF 1/4" (6.4 MM) ABOVE SURFACE MATERIAL COMPACT GRADES ADJACENT TO EDGING TO AVOID SETTLING HORIZONTAL BASE FOR EXTRA-~ RIGIDITY COMPACTED SUBGRADE TO 95% 12" 1305 MM1 ALUMINUM STAKES TO LOCK INTO PERFORMED LOOPS ON THE EDGING 1. INSTALL PER MANUFACTURER'S "INSTALLATION GUIDELINES". 2. 8'-0" (2.44 M) SECTIONS TO INCLUDE (3) 12" (305 MM) ALUMINUM STAKES. 3. 16'-0" (4.88 M) SECTIONS TO INCLUDE (8) 12" (305 MM)ALUMINUM STAKES. 4. CORNERS: NOTCH BASE ONLY AND FORM A CONTINUOUS CORNER. 5. PERMALOC PERMASTRIPAS MANUFACTURED BY PERMALOC CORPORATION. 6. DO NOT SCALE DRAWING. 7. ALUMINUM EDGING TO BE 3/16" X 31/2", FINISH TO BE MILL FINISH-NATURAL ALUMINUM ALUMINUM EDGING AT DECOMPOSED GRANITE PAVING NOTTO SCALE NOTTO SCALE SIDE VIEW APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE----EXP.-----DATE REVIEWED BY: INSPECTOR DATE 1---+----t-------------t----t--------J-----i----J I SH1E~T II CITY OF CARLSBAD . PLANNING DIVISION ~LAN==o=sc=AP=E=l=M=PR=o=v=e=M=EN=T::===PLA=N::::S:=F::::O=R=, ==========::::; Expiration Date: 4/JQ/25 TYLER STREET HOMES 3215-3225 TYLER STREET, CARLSBAD, CA PLANTING DETAILS 1----+---t-------~--------t------j--j-----j------i lAPPROVED: ~~ _PLANNING F DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL DESIGNER OF WORK OTHER APPROVAL CllY APPROVAL DWN BY: CHKDBY: RVWDBY: J JSS PROJECT NO. LPC2024-0027 DEV2023-0081 PLOT DATE: 4/1/25 DRAWING NO. DWG 549-9L 2024-10-30_Carlsbad Tille Block_ v2024. vwx PLANTING NOTES 1. LANDSCAPE CONTRACTOR SHALL RECEIVE THE SITE WITHIN PLUS DR MINUS. 10 FEET OF FINISH GRADE. RAISED PLANTERS ARE EXEMPT FROM THIS STANDARD. 2. THE PLANTING PLANS ARE DIAGRAMMATIC. MINOR ADJUSTMENTS IN PLANT LOCATIONS MAY BE MADE AT THE DISCRETION OF THE LANDSCAPE ARCHITECT. 3. THE LANDSCAPE CONTRACTOR WILL COORDINATE HIS WORK WITH THE OTHER TRADES AND MAINTAIN SITE DRAINAGE DURING CONSTRUCTION. 4. PLANT QUANTITIES AND AREAS SHOWN ON LEGENDS ARE FOR CONTRACTOR'S CONVENIENCE IN ESTIMATING ONLY. THE CONTRACTOR IS RESPONSIBLE FDR PROVIDING PLANT MATERIALS AS GRAPHICALLY REPRESENTED WITHIN THESE DRAWINGS. 5. LANDSCAPE ARCHITECT, OWNER, DR OWNER'S REPRESENTATIVE SHALLAPPRDVE FINAL PLACEMENT OF ALL TREES, SHRUBS, AND VINES PRIOR TD PLANTING. 6. TREE AND SHRUB PITS 15 GALLONS OR SMALLER SHALL BE TWO TIMES RDOTBALL DIAMETER WIDE AND EQUAL WITH ROOTBALL DEPTH. TREE AND SHRUB PITS FOR 20" BOX AND LARGER SHALL BE 1-1/2 TIMES ROOTBALL DIAMETER WIDE AND EQUAL WITH ROOTBALL DEPTH. 7. TREE STAKING SHALL BE DONE PER DETAIL D/9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TREE'S STABILITY DURING THE LENGTH OF THE GUARANTEE PERIOD. ALL STAKING MATERIALS SHALL BE REMOVED AT THE END OF THE 1-YEAR TREE GUARANTEE PERIOD. 8. ORGANIC AMENDMENT FOR THIS PROJECT SHALL BE FULLY COMPOSTED HUMUS, DR APPROVED EQUAL. 9. PLANTING BACKFILL MIX FDR ALL CONTAINER PLANTS. ON SITE SOIL FULLY COMPOSTED HUMUS GROW-POWER PLUS FERTILIZER AGRICULTURAL GYPSUM PREMIUM GREEN IRON BY GROW-POWER 5CU. YDS. 1 CU. YDS. 6 LBS./C.Y. 4 LBS.ICY. 1 LB./C.Y. NOTE: AMENDED BACKFILL MIX WITH NO MORE THAN 20% BY VOLUME ORGANIC MATTER SHALL BE PLACED IN UPPER 12" OF BACKFILL ONLY. SOIL BELOW THIS DEPTH SHOULD NOT CONTAIN ANY ADDED ORGANIC MATTER BECAUSE OF DISEASE AND OR ANAEROBIC SOIL CONDITIONS DEVELOPING 10. ALL PLANTS 1-GALLON SIZE OR LARGER SHALL RECEIVEAGRIFORM 21-GRAM 20-10-5 FERTILIZER TABLETS AT THE FOLLOWING RATES: 1-GALLON: ONE 5-GALLON: TWO 15-GALLDN: THREE BOXED TREES: ONE PER 1/2" CALIPER PLACE TABLET 6-8" DEEP AND IN CONTACT WITH ROOTBALL. 11. ALL PLANTS INSTALLED FROM FLATS SHALL RECEIVE ONEAGRIFORM 5-GRAM 20-10-5 TABLET EACH, MIXED WITH A HANDFUL OF AMENDED BACKFILL. 12. ALL PLANTS EXCEPT BOUGAINVILLEA PLANTED FROM CONTAINERS SHALL HAVE THEIR ROOTBALLS SCORED WITH A SHARP TOOL TO A DEPTH OF 1" IN THREE LONGITUDINAL INCISIONS AT LOCATIONS SPACED AROUND THE RDOTBALL BEFORE PLACING PLANT IN PLANTING HOLE. BOUGAINVILLEAS SHALL BE PLANTED WITH INTACT ROOTBALLS, BROKEN ROOTBALLS WILL BE NOT BE ACCEPTED. 13. ALL NURSERY TYING MATERIALS AND MARKING TAPES SHALL BE REMOVED AT THE TIME OF PLANTING. 14. STAKES SHALL BE REMOVED FROM VINES, THEN TRAINED TO WALL, POST, OR COLUMN PER PLANTING DETAIL. 15. CONTRACTOR SHALL VERIFY ALL PLANTING AREA SIZES AND THE EXTENT OF THEIR PLANTING. IF ANY DISCREPANCIES OCCUR, PLEASE BRING THESE TO THE ATTENTION OF THE OWNER AT THE TIME YOUR BID IS SUBMITTED. 16. ALL BOXED TREE PITS ARE TO BE EVALUATED FOR DRAINAGE. THE TEST CONSISTS OF FILLING THE PITS WITH WATER TO A DEPTH OF 12" TWO TIMES OVER A48 HOUR PERIOD. IF THE WATER LEVEL HAS NOT MOVED DOWN AT LEAST 1/4" PER HOUR OR MORE, THE PLANTING PIT SHOULD BE CONSIDERED TO HAVE POOR DRAINAGE CHARACTERISTICS. THE CONTRACTOR IS TO CONTACT THE LANDSCAPE ARCHITECT AND A DRAINAGE PROGRAM WILL BE DEVISED FOR THE SITE'S SPECIFIC CONDITIONS. 17. THE FOLLOWING SHALL BE APPLIED FOR 1,000 SQ. Fl OF PLANTINGAREAAND MECHANICALLY TILLED INTO THE SOIL TOA DEPTH OF 6" TO 8" FOR ALL LANDSCAPED AREAS WITH A SLOPE OF 3:1 OR LESS. THE CONTRACTOR SHALL USE THE FOLLOWING AMENDMENT SCHEDULE FOR BIDDING PURPOSES ONLY. A SOIL TEST SHALL BE MADE AS PART OF THIS CONTRACT, AND RECOMMENDED AMENDMENTS SHALL BE USED FOR ACTUAL INSTALLATION. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM SEVERAL REPRESENTATIVE LOCATIONS THROUGHOUT THE SITE IN ORDER TO PROVIDE AN ADEQUATE CROSS SECTION OF CONDITIONS FOR THE LABORATORY TO TEST AND EVALUATE. SOIL TESTING SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY). THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: ORGANIC MATTER CONTENT, NPK, PH, EC, SOIL TEXTURE (SILT,CLAY,SAND) AND RECOMMENDATIONS FDR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZERS. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. AGRICULTURAL GYPSUM AGRIFORM 18-18-6 FERTILIZER PREMIUM GREEN IRON BY GROW POWER FULLY COMPOSTED HUMUS 100 LBS. 25 LBS. 10 LBS. 5 CUBIC YARDS A. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR (4) CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOI LARE EXEMPT FROM ADDING COM1 POST AND TILLING. B. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED TO A FIEABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION. C. THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. 18. NO IRON SULFATE SHALL COME IN CONTACT WITH ANY MASONRY SURFACE. 19. SLOPE ALL PLANTING AREAS AWAY FROM BUILDING AT 2% MINIMUM FOR 5 FEET MINIMUM, WHERE APPLICABLE. ALL GRADING ON SITE SHALL HAVE POSITIVE SURFACE DRAINAGE (2% MINIMUM GRADE IN PLANTINGAREAS)AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. 20. LAWN AREAS SHALL HAVE A MAXIMUM SLOPE INCLINE OF 4:1, GROUND COVER TO BE 2:1 UNLESS OTHERWISE NOTED. 21. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES AND SERVICES PRIOR TO ANY DIGGING. CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ALL DAMAGE CAUSED BY FAILURE TO DO SO. 22. ANY SUBSTITUTIONS MUST BE APPROVED IN WRITING BY LANDSCAPE ARCHITECT. 23. GROUND COVER IS NOT SHOWN UNDER SHRUBS FOR GRAPHIC CLARITY. GROUND COVERS ARE TO BE PLANTED WITHIN ALL SHRUB DRIP LINES UNLESS OTHERWISE NOTED. 24. PRIOR TO PLANTING, THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL. ALL PLANTING AREAS SHALL BE THOROUGHLY WATERED IMMEDIATELY AFTER PLANTING AND APPLICATION OF FERTILIZER. 25. LANDSCAPE CONTRACTOR SHALL REMOVE ALL EXISTING VEGETATION, TRASH, CLIPPINGS, ROCK, AND OTHER DEBRIS FROM THE SITE AND DISPOSE OF IT AT AN APPROVED DISPOSAL SITE. ADDITIONALLY, THE CONTRACTOR SHALL RAKE AND FINE GRADE ALL AREAS TO BE PLANTED PRIOR TO THE COMMENCEMENT OF PLANTING OPERATIONS. 26. ALL TREES PLANTED WITHIN 5' OF FLATWORKAREA ARE TO HAVE A DEEP ROOT BARRIER INSTALLED, SEE DRAWINGS FOR LOCATIONS. BARRIER TO BE BY DEEP ROOT CORPORATION, MODEL UB-24-2, INSTALL PER MANUFACTURER'S SPECIFICATIONS. SEE DETAIL C/9 27. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REPAIRS MADE NECESSARY THROUGH THE ACTIONS OR NEGLIGENCE OF HIS OR HER CREW. 28. ALL PLANTED AREAS ARE TO HAVE A 3" LAYER OF GORILLA HAIR MULCH (DERIVED FROM RECYCLED REDWOOD) FOR ALL PLANTER BEDS WITH TREES AND SHRUBS, 1" DEPTH FOR AREAS PLANTED WITH GROUND COVER. ONLY AREAS HAVING A 2:1 OR GREATER SLOPE CONDITION AND AREAS INDICATED AS BEING LAWN, DECOMPOSED GRANITE GROUND COVER AND ROCK COBBLE GROUND COVERARE EXEMPT FROM THIS MULCHING PROGRAM. DO NOT MOUND MULCH DIRECTLY AROUND PLANT TRUNK, LEAVE AN AREA OF APPROXIMATELY 3' BARE AROUND BASE OF ALL TREES AND SHRUBS. THE CONTRACTOR IS TO SUBMIT A SAMPLE OF THE MULCH MATERIAL FOR APPROVAL BY THE OWNER OR LANDSCAPE ARCHITECT IF HE IS RETAINED TO PROVIDE CONSTRUCTION ADMINISTRATION SERVICES. 29. IF IMPORTED SOIL IS REQUIRED TD BUILD THE LANDSCAPE MOUNDS, FIRST SPREAD A 6" LAYER OF TOPSOIL ATOP THE EXISTING GRADE THE MOUND IS TO BE PLACED UPON AND TILL INTO THE EXISTING SITE SOIL. AFTER THE TWO SOILS HAVE BEEN MIXED THOROUGHLY, YOU MAY THEN CONTINUE BUILDING THE MOUNDS TO THE SPECIFIED HEIGHTS AND FORM. SEE SPECIFICATIONS FOR IMPORTED SOILS, SECTION 02900, 2.5. 30. GUARANTEE: ALL TREES FOR ONE YEAR, SHRUBS FOR NINETY DAYS, AND GROUND COVERS AND LAWN FDR THIRTY DAYS. 31. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL GENERAL PLANTINGS FDR A PERIOD OF 30 DAYS. 32. THE MAINTENANCE PERIOD SHALL INCLUDE THE FOLLOWING SCOPE OF WORK. A. REQUIRED WATERING TO MAINTAIN HEALTHY PLANTS. B. REMOVAL OF WEEDS FROM LAWN GROUND COVER AND ANY SHRUB BEDS. C. REPLACEMENT OF ANY DEAD, DYING, OR DAMAGED TREES, SHRUBS, AND GROUND COVER. D. FILLING AND REPLANTING ANY LOW AREAS WHICH RETAINED STANDING WATER THUS CAUSING PLANT DAMAGE OR FAILURE. E. ADJUSTING OF SPRINKLER HEAD HEIGHTS AND WATERING PATTERNS TO INSURE HEAD TO HEAD COVERAGE. F. FILLING AND RECOMPACTION OF ANY ERODED AREAS. G. WEEKLY REMOVAL OF ALL TRASH, LITTER, CLIPPINGS, AND FOREIGN DEBRIS. H. MOWING AND TRIMMING OF ALL TURF AREAS. TURF IS NOTTO EXCEED 3" IN HEIGHT BEFORE MOWING OPERATIONS. COLLECT GRASS CLIPPINGS DURING MOWING OPERATIONS AND REMOVE FROM SITE. I. AT THIRTY DAYS AFTER PLANTING, ALL PLANTED AREAS WITH (OVERHEAD IRRIGATION) IS TO BE FERTILIZED WITH 20 LBS OF GROW POWER 5-3-1 DR EQUAL PER 1000 SQ. Fl IF (DRIP IRRIGATED)APPLY MIRACLE GROW PER 1000 SQ. Fl OF AREA PER MANUFACTURERS SPECIFICATIONS. 33. PRIOR TO THE END OF THE MAINTENANCE PERIOD, THE LANDSCAPE CONTRACTOR SHALL CONTACT THE OWNER TD ARRANGE A FINAL WALK THROUGH. OWNER MUST ACCEPT ALL MAINTAINED AREAS IN WRITING BEFORE THE MAINTENANCE PERIOD CAN BE CONSIDERED COMPLETE. 34. ALL BOXED TREES AND FIELD GROWN TREES SHALL BE APPROVED BY THE OWNER OR LANDSCAPE ARCHITECT PRIOR TO DELIVERY TO THE PROJECT SITE. 35. ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE. 36. ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD AND MEET ALL REQUIREMENTS SPECIFIED. 37. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (1) TO VERIFY THE LOCATIONS OF UTILITY LINES ADJACENT TD THE WORK AREA, (2) TO PROECT ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD, AND (3) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC., WHICH MAY OCCUR AS A RESULT OF THE CONSTRUCTION. 38. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT QUANITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 39. CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS. 40. ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 41. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICIATIONS ONLY AND SHALL CONSTITUTE MINIUM QUALITY REQUIREMENTS FOR ALL PLANT MATERIALS SPECIFIED TO BE USED ON THIS PROJECT. 42. ALL AREAS PLANTED WITH ROOTED GROUND COVERS FROM FLATS, SOD AND 2" PLUGS, GRASSES PLANTED FROM 2" LINERS AND ARE IRRIGATED BY DRIPPER TUBING ONLY ARE TO BE HAND WATERED ON A DAILY BASIS IN ORDER TO KEEP THE SOIL SURROUNDING THE PLANT ROOTS ADEQUATELY MOIST UNTIL THE PLANT ROOTS HAVE HAD ENOUGH TIME TO MATURE. THIS PROGRAM SHOULD TAKE PLACE FORA PERIOD OF THIRTY (30) DAYS, ONCE A DAY MINIMUM AND POSSIBLY MORE DEPENDING ON WEATHER AND SOIL CONDITIONS. AT THIRTY (30) DAYS, THE CONTRACTOR IS TO ASSESS THE MATURITY OF THE PLANTS ROOT STRUCTURE AND DETERMINE IF THEY CAN MAKE CONTACT WITH THE WATERING ZONE OFFERED BY THE DRIPPER TUBINGIRRIGATION SYSTEM. SHOULD THEN DETERMINED IF MORE TIME IS NECESSARY FOR THE ROOTS TO REACH THE DRIPPERLINE WET ZONE. THE CONTRACTOR IS TO CONTINUE WATERING THESE PLANTS UNTIL IT CAN BE DETERMINED THAT THE PLANTS CAN SURVIVE WITHOUT ADDITIONAL WATERING BEYOND WHAT IS PROVIDED BY THE DRIP IRRIGATION SYSTEM INSTALLED. 43. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THE PROJECT'S SPECIFICATION MANUAL PRIOR TO BIDDING THIS PROJECT. THE PROJECT SPECIFICATIONS ARE TO BE MADE A PART OF THESE PLANS. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING ALL WORK AS SPECIFIED WITHIN THE LANDSCAPE SPECIFICATION MANUAL AND AS DEFINED WITHIN THESE LANDSCAPE DRAWINGS. 44. ALL WORK CALLED FOR ON THESE DRAWINGS BY NOTES OR DETAILS SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS. WHEN AN ITEMS IS SHOWN ON THE PLANS, BUT NOT ADDRESSED WITHIN THE SPECIFICATIONS OR VISE VERSA, IT SHALL BE DEEMED TO BE SHOWN ON BOTH. THE LANDSCAPE ARCHITECT SHALL HAVE FINAL AUTHORITY FOR CLARIFICATION IN ALL INSTANCES. 46. SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: a. STANDARD 1 -COVER CROP/REINFORCED STRAW MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF REINFORCED STRAW MATTING SHALL BE APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. b. STANDARD #2 -GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). c. STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM 1-GALLON SIZE CONTAINER) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). d. STANDARD #4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. SLOPES-6:1 OR STEEPER AND: a. 3' OR LESS IN HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. b. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARD #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP). #2 AND #3. c. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP). #2, #3, AND #4. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: a. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. b. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY c. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. WEED ERADICATION NOTES A. PRIOR TO ANY NEW PLANTING OPERATIONS TAKING PLACE WITHIN THE WORK AREA LIMITS OF THIS PROJECT, ALL ANNUAL AND PERENNIAL WEEDS ARE TO ERADICATED. B. THE APPLICATION OF HERBICIDES USED IN THE PROCESS OF ELIMINATING ALL NOXIOUS WEEDS AND POORLY PERFORMING ORNAMENTAL TURF AREAS WITHIN THE LIMITS OF THIS PROJECT SHALL BE DONE BY A STATE LICENSED APPLICATOR FOR THE SPECIFIC HERBICIDES BEING APPLIED. APPLICATION OF THESE PRODUCTS WILL ADHERE TO ALL CURRENT STATE STANDARDS RELATING TO THE STORAGE AND APPLICATION PROCEDURES. C. THE WEED-ABATEMENT PROGRAM IS NOT TO COMMENCE UNTIL THE ENTIRE IRRIGATION SYSTEM HAS BEEN REPAIRED AND CONFIRMED TO BE REMOTELY OPERABLE AND PERFORMING PER THE INTENT OF THE ORIGINAL IRRIGATION DESIGN LAYOUT AND INSTALLATION STANDARDS. PRIOR TO THE WEED ABATEMENT PROGRAM BEGINNING, ALL PLANTING AREAS WITHIN THE LIMITS OF THIS PROJECT ARE TO BE WATERED FORA PERIOD OF 30 DAYS TO ENCOURAGE ADDITIONAL PLANT GROWTH. WAIT (2) DAYS AFTER THE WATERING PROGRAM AND THEN PROCEED WITH STEP 'D'. D. REMOVE AND DISPOSE OF ALL EXISTING ANNUAL WEEDS, GRASSES AND ORNAMENTAL TURF WHERE INDICTED. THE TURF AND ANY PERENNIAL WEEDS SHALL BE SPRAYED WITH A SYSTEMIC HERBICIDE AND THEN WAIT FORA PERIOD OF TIME DEFINED BY THE MANUFACTURER FOR A COMPLETE KILL TO TAKE PLACE. TYPICALLY THIS IS BETWEEN 7 AND 14 DAYS DEPENDING ON CURRENT WEATHER CONDITIONS. E. REMOVE ANY REMAINING WEEDS AND TURF AND THEN FERTILIZE ALL PLANTER BEDS AND LAWN AREAS WITH AMMONIUM SULFATE AT A RATE OF 5 LBS./1000 S.F AND AS NECESSARY TO GERMINATE ALL RESIDUAL WEED SEED OR GRASSES THAT MAY REMAIN. WATER FOR A PERIOD OF 30 DAYS. F IF ANY PERENNIAL WEEDS OR GRASSES REAPPEAR, APPLY APPROVED SYSTEMIC HERBICIDE OVER THE AFFECTED AREAS. IF ANY ANNUAL WEEDS APPEAR, APPLY APPROVED CONTACT HERBICIDE OVER THESE AFFECTED AREAS. DO NOT IRRIGATE FOR A MINIMUM OF 2 DAYS FOLLOWING THE APPLICATION OF THE SYSTEMIC AND CONTACT HERBICIDES. WATER ALL PLANTER BEDS AND TURF AREAS FOR ANOTHER 30 DAYS. G. REMOVE ALL REMNANTS OF DEAD WEEDS AND TURF AND IF IN THE OPINION OF THE LANDSCAPE CONTRACTOR THEY FEEL A COMPLETE WEED KILL HAS TAKEN PLACE, THEY MAY PROCEED WITH THE SOIL PREPARATION AND FINE GRADING PROCESS REQUIRED PRIOR TO BEGINNING THE PLANTING PHASE. IF THE CONTRACTOR FEELS A THIRD APPLICATION IS REQUIRED, THEN REPEAT PROCESS DEFINED WITHIN NOTE 'F'. APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE---EXP.-----DATE REVIEWED BY: INSPECTOR DATE 1----+---+--------------------t-----t----;----;--, I SH1~ET II . PLANNING DIVISION ~LA=::N:::DS;:C;::A~P:::E :::IM:::P:::RO;:V:::E;M:::E::::NT;::::PLA=::N~S~F~OR~:::::::::::::::::::::=::===== CITY OF CARLSBAD daedalus DESIGN GROUP P.O. box jt vista, californJa 92085 P' 760-720.9337 Expiration Date: 4/30125 TYLER STREET HOMES 3215-3225 TYLER STREET, CARLSBAD, CA PLANTING NOTES 1------t---+----------------+------i----r----i---. IA -P-PR_o_vE_D~:~~=.,.'-i-------1~-~~'.t:.~L~--- .PLANNING DATE INITIAL REVISION DESCRIPTION DATE INITIAL DESIGNER OF WORK OTHER APPROVAL OWN BY: DATE INITIAL CHKD BY: CITY APPROVAL RVWDBY: J s JSS PROJECT NO. LPC2024-0027 DEV2023-0081 PLOT DATE: 4/1 /25 DRAWING NO. DWG 549-9L 2024-10-30_Carlsbad Title Block_v2024.vwx c·cityof Carlsbad WELO WORKSHEETS LANDSCAPE MANUAL APPENDIX F P-25(C) Development Services Planning Division 1635 Faraday Avenue (442) 339-2610 www.carlsbadca;gov WATER EFFICIENT LANDSCAPE WORKSHEET This worksheet is filled out by the project applicant and it is a required element of the Landscape Documentation Package. HYDROZONE INFORMATION TABLE Please complete the hydrozone table(s) for each hydrozone. Use as many tables as necessary to provide the square footage of landscape area per hydrozone. Controller Hydrozone* Zone Irrigation Plant Hydrozone % of Total # or Method** Type/Factor*** Area (Sq. Ft) Landscaped Valve (PF) Area NA MWU D NA D .50 1,198 37 NA LWU D NA D .30 1 908 58 NA HWU D NA D .80 162 5 Total 3 268 100% * Hydrozone VLW-Ve,y Low Water Use Plants LW -Low Water Use Plants .. Irrigation Method MS = Micro-spray S = Spray ... Plant Factor from WUCOLS Ill or list as water feature as appropriate MW -Moderate Water Use Plants HW -High Water Use Plants R = Rotor RO -Rotator B=Bubbler D= Drip O = Other MAXIMUM APPLIED WATER ALLOWANCE A landscape project subject to the Water Efficient Landscape Ordinance shall include the MAWA for the plans, including the calculations used to determine the MAWA. A landscape project shall not exceed the MAWA. The MAWA for a landscape project shall be determined by the following equations: Residential: Commercial/Industrial: MAWA = (ETo)(0.62)[(0.55 x LA)+ (0.45 x SLA)] MAWA = (ETo)(0.62)[(0.45 x LA)+ (0.55 x SLA)] The abbreviations used in the equation have the following meanings: MAWA Maximum Applied Water Allowance in gallons per year. ETo Evapotranspiration in inches per year. 0.62 Conversion factor to gallons per square foot. 0.55/.045 (x LA) ET adjustment factor (ETAF) for plant factors and irrigation efficiency. LA Landscaped area includes special landscaped area in square feet. 0.45/0.55 (x SLA) The additional ET adjustment factor for a special landscaped area (eg, 1.0 -0.55 = 0.45). SLA Special landscaped area in square feet. Show Calculation: = (40.0) (.62) [(.55 X 3,268)] = (24.8) (1,797) = 44,566 MAXIMUM APPLIED WATER ALLOWANCE= --~4~4=56=6 ____ GALLONS PER YEAR CITY OF CARLSBAD ESTIMATED TOTAL WATER USE ETWU Hydrozone Number (1 -5 with SLA Zone Below-use as many s as nece Evapotranspiration Rate ETo • Conversion Factor (Step 1 x Step 2) Plant Factor (PF)*' (From WUCOLS) (VLW .80 -HW 0.1 -0.8 Area of Hydrozone (sq. 162 ft. HA (Step 4 x Step 5) 130 Irrigation Efficiency .80 IE*** (Step 6 + Step 7) 82 (Total All Step 8 + Total 1,646 SLA s . ft. in Step 5) (Step 3 x Step 9) Estimated Total Water 40,821 Use in gallons per year (ElWU) -Total shall not exceed MAWA ETo* West of 1-5 = 40. 0 East of 1-5 and West of El Camino Real= 44. o East of El Camino Real= 47.0 Applicant may provide a different ETo if supported by documentation subject to approval by the City Planning Division •• Plant Factor & Water Use 0. 1 = VLW • Ve,y Low Water Use Plants 0. 3 = LW -Low Water Use Plants 0. 5 = MW -Moderate Water Use Plants 0. 8 = HW -High Water Use Plants 0.62 24.8 .50 .30 1,198 1,908 599 572 .80 .80 849 715 ***IE Micro-spray = . 80 Spray= .55 Rotor= .70 Bubbler= . 75 Drip= .80 Applicant may provide a different IE if supported by documentation subject to approval by the City Planning Division (Turf and Landscape Irrigation Best Management Practices, April 2005) \ ' ' f---00 "' C') ~ LU CD N 0 0 , ;:,; (/) MWU (D) -.---: ._ -, • , I • -MwuUNlt1( hlF-c-" (D) MWU (D) HWU (D) HWU (D) --. < :, .BUil• HWU (D) MWU (D) MWU (D) ,t :.:·/·.::': . . _.,... ··.,.:•-", :: + '.1if tJ ./;di>> '-'•' . . : ·/.: ;_ '. ~ : • ' daedalus DESIGN GR □UP P.O.box)t vista, cal1fornia 91085 p· 760-720-9JJ7 UNIT 2 .UNIT 8 >MWU (D) Expiration Date: 4/30/25 HWU (D) MWU HYDROZONE DATA LEGEND -(D) =>--- / / l J I I " i J SYMBOL · i1 [~ ~ c \;1 '¼~/ 'i\f eba LS.'/ 1 llij'''•····-,··"~/J.~ p·;J~~;;~~;~·;::~ ... , .... "--~~~·-··11•· l:1 •. crf1)J\J1,1r~~)~ ~U(~~=r~~t:f]t,i~\~ ~~~::•i= t~_- 1 l ,,a \/,"'9 fl %1 'ld'/ Ll >' '' ¼0' ••so' !; d '.,,,6 6 '" °'""' b, ,. ! ~~ · •z:,rn::r::~,wr · ,c-·==·=-=•·=·u·.·=""-"--'='===c:-,o:,_,,,,-,-..zc=-.,;cc=.j 10 0 5 10 20 40 ~ I 1'--_I SCALE: 1"=10'-0" FEET DESCRIPTION HIGH WATER USE, DRIP IRRIGATION • 162 S.F. • .80 PLANT FACTOR (PF) HIGH WATER USE· STREAM ROTOR IRRIGATION • 00 S.F. • .80 PLANT FACTOR (PF) MEDIUM WATER USE· DRIP IRRIGATION • 1,198 S.F. • .50 PLANT FACTOR (PF) MEDIUM WATER USE· STREAM ROTOR IRRIGATION • 00 S.F. • .50 PLANT FACTOR (PF) LOW WATER USE· DRIP IRRIGATION • 1908 S.F. • .30 PLANT FACTOR (PF) LOW WATER USE· STREAM ROTOR IRRIGATION • OS.F. • .30 PLANT FACTOR (PF) LOW WATER USE· NO IRRIGATION • 0S.F. • .DO PLANT FACTOR (PF) APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE ___ _ EXP. DATE REVIEWED BY: INSPECTOR DATE f---l---+------------l----1---1--__j____J I s~~ET II CITY OF CARLSBAD _ PLANNING DIVISION ~::::::::;:::'..:::::=====::::::::::::::::::::::::::::::====~ LANDSCAPE IMPROVEMENT PLANS FOR: TYLER STREET HOMES 3215-3225 TYLER STREET, CARLSBAD, CA WATER CONSERVATION PLAN IA.PPROVED: /' /), A ~ 1---+--+------------____j---l----l----l----l ~ p~ tf1~/t-'? t---+----t-----------------+---+-----l~----1----.I :::;PLA;;;:NN:;l;;:NG::==::;:;;:;;:::::::;-;::========:=;-;====~- DWN BY: JSS PROJECT NO. DRAWING NO. CHKD BY: JSS RVWD BY: LPC2024-0027 DEV2023-0081 DWG 549-9L DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL PLOT DATE: 411125 2024-10-30 Carlsbad Tille Block v2024.vwx \ ) --, --',c 7,' ·;i..-= --w --u r----- • --OEO~o_:; ,,..,,,,...,....,.,....,......,..,.,,.., I r.:-1, '"'":c,-,,!r I I oE-oE- I I 0,---- _____ J _______. fO _J I.Jll!IT5. UNIT11 ·.•,, I I I I 1r--,_,, 7.,..,, -+I --_-f ______ J', r' L ____ _ SO --SD --SJ ---,-,s cD I ~C --(~ --la~ I I I I I I I I I I I I ) I I I I c-r 7 +-'o / ' - OE--OE~E---- OE ..::.._.,:_ QE fJ -O§ ~c E -.,.□e. I --~~ ---- _...,,....,,. ~-...i..,.lii;;;.. •. UNIT 3 UNIT 9 _ ____ J ., --w --,: uNrr 1 • -. . ' ,. ,. -·, ' -. ' ' BUilDING A daedalus DESl13N 13R □UP P.O. box jt vista, california 91085 p, 760-720 9ll7 Expiration Date: 4/30/25 l l 1 I I 10 0 5 10 20 ~ I I_I SCALE: 1"=10'-0" MAINTENANCE AREA LEGEND SYMBOL DESCRIPTION COMMON AND PUBLIC R.OW. LANDSCAPE AREAS TO BE MAINTAINED BY THE HOA LANDSCAPE MAINTENANCE RESPONSIBILITIES 1, THE PROPERTY'S H.O.A. WILL BE RESPONSIBLE FOR MAINTAINING ALL LANDSCAPED AREAS THAT LIE WITHIN THE LIMITS OF THE SITE'S PROPERTY LINES AND THE PLANTED AREAS THAT FALL WITHIN THE PUBLIC RIGHT-OF-WAY. 2. ALL PRIVATELY OWNED, NON-HOAAREAS, SHALL BE MAINTAINED BY THE PRIVATE HOMEOWNER. APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" 40 RCE ___ _ EXP. DATE I REVIEWED BY: FEET INSPECTOR DATE 1-----+-----1-1------------------+----+---+----+----1 I s~~ET II ~L=A=N:;:DS:;:C:::A=;P::;E=IM:::P;R::::O=V::;EM:::E;:N:::;T:::P;::L=A=N:;:S:::;F:;:O:::R:=========== CITY OF CARLSBAD PLANNING DIVISION TYLER STREET HOMES 3215-3225 TYLER STREET, CARLSBAD, CA LANDSCAPE MAINTENANCE PLAN l-----+----1--------------+---+----lf----+-----I IAPPROVED: ~ ~ .PLANNING -p- DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL OWN BY: JSS CHKDBY: JSS RVWDBY: PROJECT NO. LPC2024-0027 DEV2023-0081 PLOT DATE: 411/25 DR.AWING NO. DWG549-9L 2024-10-30 Carlsbad Title Block v2024.vwx