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Home My WebLink AboutDWG 442-5L; PIP 05-06; BRESSI RANCH LOT 33-39; 01-27DEPARTMENT OF ENVIRONMENTAL HEAL TH RECYCLED WATER STANDARD PLAN NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE OTAY WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 9:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 9:00 P.M. AND 6:00 A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT 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 RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER," COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND i OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE OTAY WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND i OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW i CROSS-CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT RICH LANDRETH AT (619)-994-1195 OR AFTER HOURS CONTACT RICH LANDRETH AT (619)-994-1195 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND I OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE. 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED 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 THE LANDSCAPE INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. NOTE: PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE T~E WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. (FUTURE) RECYCLED WATER SYSTEM (PRIVATE) BRESSI RANCH -LOTS 33-39 INSPECTION PROCEDURES 1. PROJECT LANDSCAPE ARCHITECT CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES B. TRENCH DEPTHS C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY) D. PIPE IDENTIFICATION E. POINTS-OF-CONNECTION (POC'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 APPROVED LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO FINAL INSPECTION APPROVAL 2. 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 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PARTS "A", "B'' AND "G" OF THE DISTRICT FINAL INSPECTION. SPECIAL NOTES INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE 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 "FINAL LANDSCAPE CERTIFICATION FORM." A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: (760) 944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602 ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT www.ci.carlsbad.ea.us/pdfdoc.html?pid=340 OR CALL (760) 438-2722. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXCERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. h I JAMES J. RIDGE, SCAPE ARCHITECT DATE ¥ l'tfr7 R.L.A. #2809 V FIRM NAME AND ADDRESS: TELEPHONE NUMBERS: REGISTRATION NUMBER: EXPIRATION DATE: RIDGE LANDSCAPE ARCHITECTS 755 RAINTREE DRIVE, SUITE 300 CARLSBAD, CA 92009 (760) 438-1002 / (760) 438-1155 FAX 2809 MAY 31, 2007 DEVELOPER NAME AND ADDRESS: SPECTRUMFLEX LLC ATTN: KEN SATTERLEE 4350 EXECUTIVE DRIVE, SUITE 301 SAN DIEGO, CA 92121 Carlsbad, California SIGNAGE NOTES I. 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" X 11" SIZE SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. GUIDELINES FOR RECYCLED WATER USE: 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM ONLY. WATERING OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 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. 4. 5. 6. 7. 8. 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. 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. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED 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 THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 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. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR, WITH THE WORDS "WARNING-RECYCLED WATER- DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "NO TOME EL AGUA" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMAMENT AND BLACK IN COLOR. USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. II. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS, 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. 12" X 36" SIZE TYPICAL SIGNS BLACK LOGO PURPLE BACKGROUND I / 1" BLACK LETT~RS (N, T.S,) 1 --->i..- WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER S AFTER CONTACTING NOS DESPUES DE USAR .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS l I I -1- 1 I SHEETS L3.5 L5.5 GATEWAY HD KEYMAP NOTTO SCALE VICINITY MAP NOTTO SCALE I I I PALOMAR AIRPORT ROAD I i \j: ·i PW P.O.C _ _/ BLDG ' ' l BUJGB . j TO BLDG. ~ fJ, {-·, . - / / • . . 4 ' \;,,'~A P-"'"-':'• - PROJECT MAP APN #S 213-263-(1-7) PROJECT MAP LEGEND In Order to Conserve Water ... RECYCLED WATER IN USE DO NOT ® NO TOME DRINK EL AGUA WASH HANDS AFTER COI\-TACTING LAVESE SUS M.A.NOS DESPUES JE USAR 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS SYMBOL ----PW----- --RW--- ·-·--·RW··----• V///////////////////.f f ~A~L LANf?SC~P~!) Al3E~9 -• $----· * ----{gf---- DESCRIPTION PROPOSED POTABLE WATER SYSTEM EXISTING RECYCLED WATER SYSTEM PROPOSED IRRIGATION SYSTEM MAINLINE AREA OF RECYCLED WATER USE LOCATION OF RECYCLED CONNECTION POINT($) -METER & BACKFLOW PREVENTION "DO NOT DRINK" SIGN LOCATIONS LOCATION OF POTABLE CONNECTION POINT(S) -METER & BACKFLOW PREVENTION \ SHEET INDEX SHEET TITLE SHEET NUMBER RECYCLED WATER I TITLE SHEET 1 CONSTRUCTION PLANS 2-5 CONSTRUCTION ENLARGEMENTS & NOTES 6 CONSTRUCTION DETAILS 7 IRRIGATION PLANS 8 -13 IRRIGATION NOTES & LEGEND 14 IRRIGATION DETAILS 15 -16 PLANTING PLANS 17 -22 PLANTING DETAILS & NOTES 23 LANDSCAPE SPECIFICATIONS 24 -27 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. r-_ -_ -_ -_ -_ -_ -_ -_ -_-_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_:T-------,--------:_::__::__::__::_::_::_::_::_-:___-r-----------r--------------4!!!!!!!!!!!!!!!!!!!!!!!\'~~~~~~~~;;~!!!!!!!!J r---,-"AS-BUILr REVISIONSMUSTBEAPPROVEDBYPUBLICHEALTHENGINEER. 1-1EET II c1TY oF cARLseAD l~HEET827 eN TELEPHONE NUMBER. (858) 452-6500 CARLSBAD MUNICIPAL WATER DISTRICT ~!r4 ' £::E4:n :Yi g.-/JI-,?7 WILLIAM E. PLUMMER, DISTRICT ENGINEER DATE R.C.E. 28176 COUNTY OF SAN DIEGO Department of Environmental Health -Land Use Division R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 GLEN LEEKS Tel 760 436 1002 Fax 7604381155 Environmental Land Use Specialist Ill www.ridge!aoom DATE L.A. EXP, REVIEWED BY: ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO _ PLANNING DEPARTMENT ,.,... IMPLEMENTATION IN FIELD. --. TITLE SHEET FOR: BRESSI RANCH LOT 33-39 >---t---t-----------------+-------ll APPROVED , 11.,)~1 er-~it i------t---t-----------------+-------l ~P~LA~N~N~l~NG~-'----"=--ic::____i.......::::.,_--=--'-=<.!..!. __ _ DATE DATE BY DESCRIPTION N 0 w et:: <( Q_ w et:: Q_ APP'D OWN BY PROJECT NO. 11 DRAWING NO. (/) t--.i...:;.'-'------......:;=c:.:::...:.:..::.:.:...._ ______ .L'.:.~'..._jl CHKD BY_'-'-RS'--------PIP05-06 442-SL ~ ._ ______________ _. ________________ ._ ____________________ ,1,,. __________ _., ________________ ,1.., ______________ 1... _______ ::::;~::,;::;:::, _______ .J,;~rl~EL~D~B~Y;;;;;;;;;~-----~~-----;;;!Ji INSPECTOR 0ATE REVISIONS LtO - \ : : \ . • ..• -. ~k1$TING LANDSCf\P?E AREA · •·• . ·. SEEj::ITY DRAWINGil400-8Q KEYMAP ,·;·,, \\ \_ \\ . \ . . ,. \ \ \ \-------- tJ. r-\ \.------ \ ' . . ' '-\ y~ : \ _;,., - . \ \ : ' \~\\ \ \\ \ \ NOT TO SCALE TURF BUILDING 'F' PA 0 0 P2 NOTE: BUILDING 'G' f=OR TYPICAL PAVINl.i----- LAYOUT AT BUILDING ENTRIES, REFER TO CONSTRUCTION ENLARGEMENT A, SHEET L2.1 PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. 10 20 40 60 SCALE AND NORTH ~ ' '\. ·-<, '' \...,_ "{-, \. ' \. ' \\ \ \ \~ / \ ,, ·\ .~-·1 PA / ,' '-,_ /"', / ~ -)./. ,i """- " .# ".' / \> , · PA ' ' ' <o I " ___ ......,_ L.....J __ , - PA ;! cc ~I~-,. .. , I . I I CONSTRUCTION LEGEND G) CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET L2.2. ® CONSTRUCT PEDESTRIAN CONCRETE BAND PER DETAIL C, SHEET L2.2. G) CONSTRUCT TOOLED SCORE LINE PER DETAIL B, SHEET L2.2. © CONSTRUCT COLD JOINT PER DETAIL B, SHEET L2.2. ® CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET L2.2. ® CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL D, SHEET L2.2. 0 CONSTRUCT INTERLOCKING CONCRETE PAVERS PER DETAIL E, SHEET L2.2. © CONSTRUCT CONCRETE MOWSTRIP PER DETAIL F, SHEET L2.2. ® CONSTRUCT POURED-IN-PLACE CONCRETE PLANTER WALL PER DETAIL G, SHEET L2.2. @ CONSTRUCT POURED-IN-PLACE CONCRETE SEATWALL PER DETAIL H, SHEET L2.2. ([j) FURNISH AND INSTALL TABLE AND CHAIRS. @ FURNISH AND INSTALL TRASH RECEPTACLE. @ FURNISH AND INSTALL BENCH. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY @ CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. ® STRIPING PER CIVIL ENGINEER'S SHEETS. © A.G. PAVING PER CIVIL ENGINEER'S SHEETS. @ RETAINING WALL PER CIVIL ENGINEER'S SHEETS. © FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS. ® GRASS CRETE BIOSWALE PER CIVIL ENGINEER'S SHEETS. ® O" CURB AT HG PARKING PER CIVIL ENGINEER'S SHEETS. ® TRASH ENCLOSURE PER ARCHITECT'S SHEETS. 0 WATER METER I BACKFLOW PER CIVIL ENGINEER'S SHEETS. 0 PLANTED BIOSWALE PER CIVIL ENGINEER'S SHEETS. ·······~="·' .... © FIRE DETECTOR CHECK PER CIVIL ENGINEER'S SHEETS. © DETENTION BASIN PER CIVIL ENGINEER'S SHEETS. TURF \'::\ \ " \\~ ' . I : ... ,_. "· . \'-;;_::._ '•\ . \ ---· , i ,_ / \ / : ,.:;··, '/ \ \ .)_/ . \ ·,., "PROPERlY' LI . I &;,/ RIGHT"'◊F-WAY , LINE, TYPICAL .. '---,. 'E:XISTING LANDSCAPE AR!;A,----: SEE CITY Di3~ ~8N : FOR DETAILS DETAILS AND NOTES, SEE SHEET L2.2 (7). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (24 -27). "AS-BUILr c1 DATE LA. EXP. I I I ® EXISTING CONCRETE CURB, TO BE PROTECTED IN PLACE. ® EXISTING PEDESTRIAN WALK, TO BE PROTECTED IN PLACE. @ LIGHTING PER ELECTRICAL ENGINEER'S SHEETS. ® ELECTRICAL TRANSFORMER PER ELECTRICAL ENGINEERS SHEETS. COLOR AND FINISH SCHEDULE SYMBOL PAVING: WALLS: SYMBOL KEY DESCRIPTION MANUFACTURER CONCRETE PAVING CONCRETE BAND CONCRETE PAVERS CONCRETE MOWSTRIP POURED-IN- PLACE CONC. SEATWALL OLSEN PAVING.STONE, INC. KEY DESCRIPTION MANUFACTURER SITE FURNISHINGS.· COLOR NATURAL GRAY NATURAL GRAY TAN CHARCOAL NATURAL GRAY NATURAL GRAY FINISH/ MODEL FINISH/ PATTERN MEDIUM BROOM LIGHT BROOM HOLLAND STONE LIGHT BROOM SACK FINISH PATTERN COMMENTS BROOM STROKES PERPENDICULAR TO EDGE OF PAVING BROOM STROKES PERPENDICULAR TO BROOM STROKES PERPENDICULAR TO EDGE OF MOWSTRIP COMMENTS §] PRECAST SAN DIEGO PRECAST TS44R C-27 LIGHT CONCRETE TABLE § PRECAST CONCRETE TRASH RECEPTACLE W/ ALUMINIUM LID = § PRECAST CONCRETE BENCH (619) 449-6810 'WESTWOOD SANDBLAST FOUR TOP AND THREE TOP H-CAP BROWN' SAN DIEGO PRECAST TR14RM (619) 449-6810 C-27 LIGHT 'WESTWOOD SANDBLAST BROWN' QUICKCRETE C-27 LIGHT 'WESTWOOD SANDBLAST BROWN' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. I 8H2EET 11 CITY OF CARLSBAD I I 8HElm327 ·,:. . PLANNING! DEPARTMENT . ~==-==========::::::=:::::::':::::==========='-======' ,. r---r-;r------------------..----l LANDSCAPE CONSTRUCTION PLAN BRESSI RANCH LOT 33-39 R I D G E LANDSCAPE ARCHITECTS REVIEWED BY: t---------------t--,f-t---------------+---l;,;Ac;;P:;;:PR~O::,:V~ED~=_=. =/=============, ~vi.,,/ Gr, tt<.i;fr 3, "j. S, i l ,. 755 Rainlree Drive, Sutie 300 Carlsbad, CA 92009 Tel 760 4381002 Fax 760 4381155 DATE BY www.ridgela.com INSPECTOR DATE DESCRIPTION APP'D REVISIONS r---t--t-----------------+----l:=P=LA=N=N=IN=G=,::,==:::;-;=======:;-;:=:=D:::A:::TE=::==~( OWN BY _ _.:cLA:..,___ PROJECT NO. DRAWING NO. , , RS ' CHKD BY____ PIP05-06 FIELD BY 442-5L L1:I \ \ \ I I I I I I I I f ., ·•-~ l. ' ' I ' EXIS,ING LANDSCAPE AREA, SEE ITY DRAWING #402-4L 1: . I I . ic;XISllNG LANDSCAPE AREA,-'--' I ~EElTY DRAWIN'G ,00-8Q . ··/·· ' I 1\ I •, -\ ' i i ' i-- ! /~', .--J /( i-1 . i ·7 ~ [J r1 □ □ D □ AIR. ORT ROAD r KEYMAP / / / PA PA !A/✓·• ft,:,/ - ····~·••<'' '' ' I ( - -~/~ ··-...... . ---- / ' ' ' ' I ,J PA ~-PROPERTY LINE / RIGHT-OF-WAY LINE, TYPICAL - . , .... , . -. "' ~-EXISTING LANDSCAPE AREA, SEE CITY DRAWING #411-7L -==· . .,,,.,_-c--:;'5:·'. 0,::-, ., ... ------ P1 1 -- )' /i ! / I 110~--jj-.....~~':f:t::]ij,£~~~~~1£2:i:Z~~~= {i'/';/> /<< Ah====::c,,,=~i . '•-<·_! .< / /" ' S2 1 S 1 111-----;ill-- '·--. .-• I ,; y/[ ' I I ' NOTTO SCALE 0 P 2 2:1~~~==:;~ P3 7 0 P.A. BUILDING 'A' 5'-6" P.A. MATCHLINE -SEE SHEET L 1.1 (2) NOTE; PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. 10 20 40 60 SCALE AND NORTH ,,.-·---..... .· ,,;/: FOR TYPICAL PAillNG _..---- LAYOUT AT BUILDING ENTRIES, REFER TO CONSTRUCTION ENLARGEMENT A, SHEET L2.1 FOR DETAILS DETAILS AND NOTES, SEE SHEET L2.2 (7). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (24 -27). R I D G E .ANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 30C Carlsbad, CA 92009 Tet 760 438 1002 rax 760 t:.381155 www.ridgela.com L.A. REVIEWED BY; INSPECTOR "AS-BUILr DATE EXP. DATE t I I , I -' C") ..- ...I f-LU LU I (f) LU LU (f) LU z ...I I () < ~ CONSTRUCTION LEGEND G) CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET L2.2. ® CONSTRUCT PEDESTRIAN CONCRETE BAND PER DETAIL C, SHEET L2.2. G) CONSTRUCT TOOLED SCORE LINE PER DETAIL B, SHEET L2.2. © CONSTRUCT COLD JOINT PER DETAIL B, SHEET L2.2. ® CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET L2.2. ® CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL D, SHEET L2.2. 0 CONSTRUCT INTERLOCKING CONCRETE PAVERS PER DETAIL E, SHEET L2.2. ® CONSTRUCT CONCRETE MOWSTRIP PER DETAIL F, SHEET L2.2. ® CONSTRUCT POURED-IN-PLACE CONCRETE PLANTER WALL PER DETAIL G, SHEET L2.2. @ CONSTRUCT POURED-IN-PLACE CONCRETE SEATWALL PER DETAIL H, SHEET L2.2. @ FURNISH AND INSTALL TABLE AND CHAIRS. @ FURNISH AND INSTALL TRASH RECEPTACLE. @ FURNISH AND INSTALL BENCH. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY ® CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. ® STRIPING PER CIVIL ENGINEER'S SHEETS. © A.G. PAVING PER CIVIL ENGINEER'S SHEETS. @ RETAINING WALL PER CIVIL ENGINEER'S SHEETS. ® FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS . ® GRASS CRETE BIOSWALE PER CIVIL ENGINEER'S SHEETS. @ O" CURB AT HC PARKING PER CIVIL ENGINEER'S SHEETS . ® TRASH ENCLOSURE PER ARCHITECT'S SHEETS. 0 WATER METER/ BACKFLOW PER CIVIL ENGINEER'S SHEETS. 0 PLANTED BIOSWALE PER CIVIL ENGINEER'S SHEETS. ® FIRE DETECTOR CHECK PER CIVIL ENGINEER'S SHEETS. © DETENTION BASIN PER CIVIL ENGINEER'S SHEETS . ® EXISTING CONCRETE CURB, TO BE PROTECTED IN PLACE. ® EXISTING PEDESTRIAN WALK, TO BE PROTECTED IN PLACE. @ LIGHTING PER ELECTRICAL ENGINEER'S SHEETS. ® ELECTRICAL TRANSFORMER PER ELECTRICAL ENGINEERS SHEETS. COLOR AND FINISH SCHEDULE SYMBOL PAVING: Ill I ti :al WALLS; SYMBOL KEY DESCRIPTION MANUFACTURER §] §] B @ CONCRETE PAVING CONCRETE BAND CONCRETE PAVERS CONCRETE MOWSTRIP POURED-IN- PLACE CONG. SEATWALL OLSEN PAVINGSTONE, INC. KEY DESCRIPTION MANUFACTURER SITE FURNISHINGS; COLOR NATURAL GRAY NATURAL GRAY TAN CHARCOAL NATURAL GRAY NATURAL GRAY FINISH/ MODEL FINISH/ PATTERN MEDIUM BROOM LIGHT BROOM HOLLAND STONE LIGHT BROOM SACK FINISH PATTERN COMMENTS BROOM STROKES PERPENDICULAR TO EDGE OF PAVING BROOM STROKES PERPENDICULAR TO BROOM STROKES PERPENDICULAR TO EDGE OF MOWSTRIP COMMENTS §] PRECAST SAN DIEGO PRE CAST TS44R C-27 LIGHT CONCRETE TABLE ~ PRECAST CONCRETE TRASH RECEPTACLE W/ ALUMINIUM LID = § PRECAST CONCRETE BENCH (619) 449-6810 'WESTWOOD SANDBLAST FOUR TOP AND THREE TOP H-CAP BROWN' SAN DIEGO PRECAST TR14RM (619) 449-6810 C-27 LIGHT 'WESTWOOD SANDBLAST BROWN' QUICKCRETE C-27 LIGHT 'WESTWOOD SANDBLAST BROWN' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT IISH~! DATE BY DESCRIPTION APP'D REVISIONS LANDSCAPE CONSTRUCTION PLAN BRESSI RANCH LOT 33-39 OWN BY_.....:cLA~-- CHKD BY __ R_S __ FIELD BY PROJECT NO. PIP05-06 DRAWING NO. 442-5L Lt2 KEYMAP t-l~~~--~~--~~---: _ _,_-_------------~~--_:'·_::''·'..:_'===·..:.,:..:.1~':_·=··..:_···..:_-_::··_,..:_":'._'::_'.·-==..:...:.,:'._'/..:_,,..:_·==..:.··:_'.f·:_'.i::_::..:_··..:_·•=..:.··..:_··..:.c,'.:_rcs:'._·==..:...:.-..:.'':'._"_::·..:_..:...:...:.==---~~-------~---_-_-_-_-_-_-_,----~~---_------r---------- 1 -... '------'I I __ CONSTRUCTION LEGEND G) CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET L2.2. 0 CONSTRUCT PEDESTRIAN CONCRETE BAND PER DETAIL C, SHEET L2.2. ® CONSTRUCT TOOLED SCORE LINE PER DETAIL B. SHEET L2.2. I I t- l I r ..... ¢3 -·-··~--·--- 8 : A: I . r .. .::.:: -~.., I I I I I I- '----__JE P1 1 BLDG 'C' PA '"•"-'••owe•. • ·-1 PALOMAR AIRPORT ROAD EXISTING LANDSCAPE AREA, SEE CITY DRAWING #411-?L ''P.A. 2' FOR TYPICAL PAVING LAYOUT AT PATIOS AND BUILDING ENTRIES, REFER TO CONSTRUCTION ENLARGEMENT A, SHEET L2.1 6" _,,_ .... ~-PROPEflJC.'(.tlNE I RIGHT-OF·\)IAY LINE, l?fRICI\L ··~·-··:::: .. , };_JL! ----~ S3 13 BUILDING 'D' BUILDING 'E' \ \ 0 NOTTO SCALE 0 • r--,r--. P 1 1 J--1...\- P3 7,y~oMc~ P2 2 .j PA 6" I I. I ............ .P,A.-. -''--~/ ""··----------------·---·-'·-·-·----✓:' ~-·, MATCHLINE -SEE SHEET L 1.4 (5) NOTE: PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. 10 20 40 60 SCALE AND NORTH . ; , j 1 ; i I 1t I i'-,.l)c, i '\ . . ! \: I \ PROPERTY LINE/.. RIGHT-OF-WAY, LINE, TY?ICAL lJ -- -. -\ ;- ', J .'J .. hOT37 2.89 ACRE , (126,0~5 sf) , , FOR DETAILS DETAILS AND NOTES, SEE SHEET L2.2 (7). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (24 -27). - © CONSTRUCT COLD JOINT PER DETAIL B, SHEET L2.2. ® CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET L2.2. © CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL D, SHEET L2.2. 0 CONSTRUCT INTERLOCKING CONCRETE PAVERS PER DETAIL E, SHEET L2.2. ® CONSTRUCT CONCRETE MOWSTRIP PER DETAIL F, SHEET L2.2. ® CONSTRUCT POURED-IN-PLACE CONCRETE PLANTER WALL PER DETAIL G, SHEET L2.2. @ CONSTRUCT POURED-IN•PLACE CONCRETE SEATWALL PER DETAIL H, SHEET L2.2. (jJ) FURNISH AND INSTALL TABLE AND CHAIRS. @ FURNISH AND INSTALL TRASH RECEPTACLE. @ FURNISH AND INSTALL BENCH. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY @ CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. ® STRIPING PER CIVIL ENGINEER'S SHEETS. © A.C. PAVING PER CIVIL ENGINEER'S SHEETS. @ RETAINING WALL PER CIVIL ENGINEER'S SHEETS. ® FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS. ® GRASS CRETE BIOSWALE PER CIVIL ENGINEER'S SHEETS. ® O" CURB AT HG PARKING PER CIVIL ENGINEER'S SHEETS. ® TRASH ENCLOSURE PER ARCHITECT'S SHEETS. 0 WATER METER/ BACKFLOW PER CIVIL ENGINEER'S SHEETS. 0 PLANTED BIOSWALE PER CIVIL ENGINEER'S SHEETS. ® FIRE DETECTOR CHECK PER CIVIL ENGINEER'S SHEETS . © DETENTION BASIN PER CIVIL ENGINEER'S SHEETS. ® EXISTING CONCRETE CURB, TO BE PROTECTED IN PLACE. ® EXISTING PEDESTRIAN WALK, TO BE PROTECTED IN PLACE. @ LIGHTING PER ELECTRICAL ENGINEER'S SHEETS. ® ELECTRICAL TRANSFORMER PER ELECTRICAL ENGINEERS SHEETS. COLOR AND FINISH SCHEDULE SYMBOL PAVING. WALLS: SYMBOL KEY DESCRIPTION MANUFACTURER ffi CONCRETE PAVING CONCRETE BAND CONCRETE PAVERS CONCRETE MOWSTRIP POURED-IN- PLACE CONG. SEATWALL OLSEN PAVINGSTONE, INC. KEY DESCRIPTION MANUFACTURER COLOR NATURAL GRAY NATURAL GRAY TAN CHARCOAL NATURAL GRAY NATURAL GRAY FINISH/ MODEL SITE FURNISHINGS: ...-, PRECAST ~ CONCRETE TABLE § PRECAST CONCRETE TRASH RECEPTACLE WI ALUMINIUM LID = § PRECAST CONCRETE BENCH SAN OiEGO PRECAST TS44R (619) 449-6810 FOUR TOP AND THREE TOP H-CAP SAN DIEGO PRECAST TR14RM (619) 449-6810 QUICK CRETE FINISH/ PATTERN MEDIUM BROOM LIGHT BROOM HOLLAND STONE LIGHT BROOM SACK FINISH PATTERN C~27 'WESTWOOD BROWN' COMMENTS BROOM STROKES PERPENDICULAR TO EDGE OF PAVING BROOM STROKES PERPENDICULAR TO BROOM STROKES PERPENDICULAR TO EDGE OF MOWSTRIP COMMENTS LiGHT SANDBLAST C-27 LIGHT 'WESTWOOD SANDBLAST BROWN' C-27 LIGHT 'WESTWOOD SANDBLAST BROWN' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT R I D G E LA~DSCAPE ARCHITECTS 755 Rairilree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 760 438 1155 www.ridgela.com L.A. EXP. REVIEWED BY: INSPECTOR DATE DATE BY DESCRIPTION APP'D DATE REVISIONS LANDSCAPE CONSTRUCTION PLAN BRESSI RANCH LOT 33-39 APPROVED rrz:f!_{ ~-~=ft ~-4-eii PLANNING DATE OWN BY LA PROJECT NO. 11 DRAWING NO. CHKD BY RS FIELD BY PIP05-06 442-5L ' "I i ! ! ·' Lt3 f' CPE l t" I BUILDING 'H' I ~ ~I _J i I w w (/) w z I I 0 □. D c:, P.A. ...._ -~ IW.OM¥1.S.IIS ORT ROAD ';"--,.-. -----.. "'-'=··--··-----···'-• ~,-·"··· ·---·•,•· ,-------------.... -· .. _,_,,., .. ,. - KEYMAP 0 NOTTO SCALE PA ' ' . ,,,-__ f ,>· .r··,·· .,:;_________ . .-::7'::y;:-_ <,--~ /---· MATCHLll')IE-SEE SHEET L 1.3 ( )\...J . .. --- ' ;if>!''. ., 1 ' ! P.A', BUILDfNG o'I' FOR TYPICAL PAVING LAYOUT AT BUILDING ENTRIES, REFER TO COf\!STRUCTION ENLARGEMENT A, SHEE='T L2.1 TURF- PA P1 ·6 Psi l. // ':' I: I' i'- l ' \ TURF !,\ ' 1\ " i I/: 'f'ROPEfn ° , I• ,,, .. ,,, ' ' ' · •RIGHT--WAY l ' (\NE, PICA\-: ·. ' •, '-......_/,. ' ' / ,·/ ', ·, .. ,·'/' l . t .,.... '-, ... ,. ,• / ' V • PA - L0T3V ' ,., ; \ '. 2.89'('\CRE. (126,0.p5 sf)' '-<:I/. / / '/ ' . /.(/ /.// // '-,./{/·' ,>/·, /• ;/ CONSTRUCTION LEGEND G) CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET L2.2. ® CONSTRUCT PEDESTRIAN CONCRETE BAND PER DETAIL C, SHEET L2.2. @ CONSTRUCT TOOLED SCORE LINE PER DETAIL B, SHEET L2.2. G) CONSTRUCT COLD JOINT PER DETAIL B, SHEET L2.2. ® CONSTRUCT EXPANSION JOINT PER DETAIL B. SHEET L2.2. ® CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL D, SHEET L2.2. 0 CONSTRUCT INTERLOCKING CONCRETE PAVERS PER DETAIL E, SHEET L2.2. ® CONSTRUCT CONCRETE MOWSTRIP PER DETAIL F, SHEET L2.2. ® CONSTRUCT POURED-IN-PLACE CONCRETE PLANTER WALL PER DETAIL G, SHEET L2.2. @ CONSTRUCT POURED-IN-PLACE CONCRETE SEATWALL PER DETAIL H, SHEET L2.2. ® FURNISH AND INSTALL TABLE AND CHAIRS. @ FURNISH AND INSTALL TRASH RECEPTACLE. @ FURNISH AND INSTALL BENCH. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY @ CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. ® STRIPING PER CIVIL ENGINEER'S SHEETS. © A.G. PAVING PER CIVIL ENGINEER'S SHEETS. @ RETAINING WALL PER CIVIL ENGINEER'S SHEETS. ® FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS. ® GRASS CRETE BIOSWALE PER CIVIL ENGINEER'S SHEETS. ® O" CURB AT HC PARKING PER CIVIL ENGINEER'S SHEETS. ® TRASH ENCLOSURE PER ARCHITECT'S SHEETS. 0 WATER METER/ BACKFLOW PER CIVIL ENGINEER'S SHEETS. 0 PLANTED BIOSWALE PER CIVIL ENGINEER'S SHEETS. ® FIRE DETECTOR CHECK PER CIVIL ENGINEER'S SHEETS. © DETENTION BASIN PER CIVIL ENGINEER'S SHEETS. ® EXISTING CONCRETE CURB, TO BE PROTECTED IN PLACE. ® EXISTING PEDESTRIAN WALK, TO BE PROTECTED IN PLACE. @ LIGHTING PER ELECTRICAL ENGINEER'S SHEETS. ® ELECTRICAL TRANSFORMER PER ELECTRICAL ENGINEERS SHEETS. COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION MANUFACTURER COLOR PAVING: I~/ ~ CONCRETE NATURAL PAVING GRAY FINISH/ PATTERN COMMENTS MEDIUM BROOM STROKES BROOM PERPENDICULAR TO I I 0 r ·r r· --~-~--...........l~----'----- i::.::.,; I EDGE OF PAVING NOTE: I I /' ' \ / <' . / ' ' ~ ~ , PROPERtY L1NE'/ . RIGHT:OFWAY LINE, TYPiCAL PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. 10 20 40 60 SCALE AND NORTH FOR DETAILS DETAILS AND NOTES, SEE SHEET L2.2 (7). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (24 -27). "AS-BUILr DATE L.A. EXP. I I ~ CONCRETE •:-:, BAND §] CONCRETE PAVERS §] CONCRETE MOWSTRIP WALLS: !ml POURED-IN- PLACE CONG. SEATWALL SYMBOL KEY DESCRIPTION SITE FURNISHINGS: @TI □ PRECAST CONCRETE TABLE § PRECAST CONCRETE TRASH RECEPTACLE W/ ALUMINIUM LID = § PRECAST CONCRETE BENCH REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. NATURAL LIGHT BROOM STROKES GRAY BROOM PERPENDICULAR TO OLSEN TAN HOLLAND PAVINGSTONE, INC. CHARCOAL STONE NATURAL LIGHT BROOM STROKES GRAY BROOM PERPENDICULAR TO EDGE OF MOWSTRIP NATURAL SACK GRAY FINISH FINISH/ MANUFACTURER MODEL PATTERN COMMENTS SAN DIEGO PRECAST TS44R C-27 LIGHT (619) 449-6810 'WESTWOOD SANDBLAST FOUR TOP AND THREE TOP H-CAP BROWN' SAN DIEGO PRECAST TR14RM C-27 LIGHT (619) 449-6810 'WESTWOOD SANDBLAST BROWN' OUICKCRETE C-27 LIGHT 'WESTWOOD SANDBLAST BROWN' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I CITY OF CARLSBAD PLANNING DEPARTMENT IISHEETSj' ~ LANDSCAPE CONSTRUCTION PLAN BRESSI RANCH LOT 33-39 R I D G E .ANDSCAPE ARCHITECTS 755 Raimree Drive, Suite 300 Carlsbad, CA 92009 ,i; ~~~============:' t-R-EV-IE_W_ED_BY-, -----------+--+--+----------------1----1 APPROVED Mv ( &f, ~.:, i\;-'S ·4-""1 ll Tel 760 438 1002 Fax 760 438 1155 www.ridgela.com INSPECTOR DATE DATE BY DESCRIPTION APP'□ REVISIONS PLANNING DWN BY LA CHKD BY RS ---- FIELD BY PROJECT NO. PIP0S-06 DATE DRAWING NO. 442-SL L1.4 ~ i5 ' ~ r- CONSTRUCTION NOTES A. VISIT THE SITE PRIOR TO SUBMITTING BIDS. B. SUBMIT A UNIT COST FOR IMPORT SOIL IN-PLACE AND BE COMPLETELY AWARE OF THE AMOUNT OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL. C. VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. D. REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS, WALKS, PLANTING, WALLS, ETC. AT NO ADDITIONAL COST TO THE OWNER. E. VERIFY ALL EXISTING CONDITIONS. DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. F. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. G. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. H. COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE, AMERICANS WITH DISABILITIES ACT OF 1991, AND WITH OTHER CURRENT RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE WORK. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. I. LOCATIONS OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC., ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. J. VERIFY ALL PAVING AND HARDSCAPE CONSTRUCTION DRAWINGS WITH SOIL ENGINEER'S REPORT WITH REGARD TO BASE PREPARATION AND FOOTING REQUIREMENTS. NOTIFY THE OWNER IMMEDIATELY IF SOILS REPORT RECOMMENDATIONS DIFFER FROM DRAWINGS. THE SOILS REPORT RECOMMENDATIONS, IF MORE STRINGENT THAN THE DRAWINGS, SHALL TAKE PRECEDENCE. K. BE RESPONSIBLE FOR COORDINATION BETWEEN SUBCONTRACTORS FOR PROPER AND TIMELY PLACEMENT OF SLEEVING, PIPING AND/ OR CONDUIT INSTALLATION UNDER OR THROUGH LANDSCAPE ELEMENTS. L. LANDSCAPE LIGHT FIXTURE LOCATIONS AS INDICATED ON THESE PLANS ARE APPROXIMATE. FINAL LOCATION TO BE VERIFIED BY LANDSCAPE ARCHITECT ON SITE. M. DO NOT SCALE DRAWINGS. N. PROVIDE A REPRESENTATIVE SAMPLE OF EACH PAINTED OR STAINED ELEMENT TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO APPLYING FINISH. REFER TO DETAILS AND SPECIFICATIONS FOR SPECIFIC SUBMITTAL REQUIREMENTS. 0. PROVIDE A 4'X4' SAMPLE OF EACH PAVING TYPE IN LOCATION SPECIFIED BY THE CITY FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS. P. WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE 1" IN TURF AREAS AND 1-1/2" IN GROUND COVER/ SHRUB AREAS, UNLESS OTHERWISE INDICATED. Q. FOR PROJECT WALKS DO NOT EXCEED A SLOPE OF 20:1 (5 % GRADIENT) UNLESS OTHERWISE INDICATED. R. DO NOT EXCEED 2:1 SLOPE IN PLANTED AREAS. S. HANDICAP RAMPS ARE NOT TO EXCEED EXCEED 12:1 OR 8.33 %, UNLESS OTHERWISE INDICATED. T. HOLD FINISH GRADE A MINIMUM OF 6" BELOW FINISH FLOOR, UNLESS OTHERWISE INDICATED. U. CONSTRUCT ALL CURVE TO CURVE AND TANGENT LINES TO BE NEAT, TRIM, SMOOTH AND UNIFORM. V. CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI @28 DAYS, UNLESS OTHERWISE INDICATED. W. PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. ! ul '_Ji: 11 i ,, :n c-;-;1-,AH:-~:Hiu1·1 ,:{ : ., KEYMAP 0 D O D 0 PALOMM )JI a ORT ROAD -~.,-----· ---·--. .. ,..,,,, --~=·-·•-" . -.... -· .. _ . .,. .· ~·-'·~·· .. : : : .. ~-~ .. . . · .... :: .. : .· :\ :-.. TYP. 14'-3" 1 6" . ->--6'-3" 0 ,...: ... ~:·. 0 4' 12'-3" B PATIO ENLARGEMENT r 0 10 20 40 60 NOTTO SCALE SCALE AND NORTH _-_-:-~ ;:i::::= rsr:::::~::::;=;:;::::;:::/tI:Jf:I :·;;_·:---~; ::: • • < ~--~ 15'-6" "' 1'-9" ' 0, I ... ·-. ·-· ~--.. . '. ·" ·-.: .... , -·· 6 P1 ' ... SCALE• 1' • 10'-0' V l .,., 1' ~-.:....4;. de-ab.:~ "' ®-m--P.A. n A TYPICAL ENTRY ENLARGEMENT SCALE, 1• • 10'-0' CONSTRUCTION LEGEND CD CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET L2.2. ® CONSTRUCT PEDESTRIAN CONCRETE BAND PER DETAIL C, SHEET L2.2. @ CONSTRUCT TOOLED SCORE LINE PER DETAIL B, SHEET L2.2 0 CONSTRUCT COLD JOINT PER DETAIL B, SHEET L2.2. ® CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET L2.2. ® CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL D, SHEET L2.2. 0 CONSTRUCT INTERLOCKING CONCRETE PAVER$ PER DETAIL E, SHEET L2.2 . ® CONSTRUCT CONCRETE MOWSTRIP PER DETAIL F, SHEET L2.2. ® CONSTRUCT POURED-IN-PLACE CONCRETE PLANTER WALL PER DETAIL G, SHEET L2.2. @ CONSTRUCT POURED-IN-PLACE CONCRETE SEATWALL PER DETAIL H, SHEET L2.2. @ FURNISH AND INSTALL TABLE AND CHAIRS. @ FURNISH AND INSTALL TRASH RECEPTACLE. @ FURNISH AND INSTALL BENCH. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY @ CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. ® STRIPING PER CIVIL ENGINEER'S SHEETS. © A.C. PAVING PER CIVIL ENGINEER'S SHEETS. @ RETAINING WALL PER CIVIL ENGINEER'S SHEETS. ® FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS. ® GRASS CRETE BIOSWALE PER CIVIL ENGINEER'S SHEETS. ® 0" CURB AT HC PARKING PER CIVIL ENGINEER'S SHEETS. ® TRASH ENCLOSURE PER ARCHITECT'S SHEETS. 0 WATER METER/ BACKFLOW PER CIVIL ENGINEER'S SHEETS. 0 PLANTED BIOSWALE PER CIVIL ENGINEER'S SHEETS. ® FIRE DETECTOR CHECK PER CIVIL ENGINEER'S SHEETS. © DETENTION BASIN PER CIVIL ENGINEER'S SHEETS. @ EXISTING CONCRETE CURB, TO BE PROTECTED IN PLACE. ® EXISTING PEDESTRIAN WALK, TO BE PROTECTED IN PLACE. @ LIGHTING PER ELECTRICAL ENGINEER'S SHEETS. ® ELECTRICAL TRANSFORMER PER ELECTRICAL ENGINEERS SHEETS. COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION MANUFACTURER COLOR PAVING· I 1W I ~ CONCRETE NATURAL PAVING GRAY I< i I ~ CONCRETE NATURAL BAND GRAY §I CONCRETE OLSEN TAN PAVERS PAVINGSTONE, INC. CHARCOAL §] CONCRETE NATURAL MOWSTRIP GRAY WALLS: a POURED-IN• NATURAL PLACE CONG. GRAY SEATWALL FINISH/ SYMBOL KEY DESCRIPTION MANUFACTURER MODEL SITE FURNISHINGS: 0 r-, PRECAST SAN DiEGO PRECAST TS44R ~ CONCRETE (619) 449-6810 TABLE FOUR TOP AND THREE TOP H-CAP § PRECAST SAN DIEGO PRECAST TR14RM CONCRETE (619) 449-6810 TRASH RECEPTACLE W/ ALUMINIUM LID = § PRECAST OUICKCRETE CONCRETE BENCH FINISH/ PATTERN COMMENTS MEDIUM BROOM STROKES BROOM PERPENDICULAR TO EDGE OF PAVING LIGHT BROOM STROKES BROOM PERPENDICULAR TO HOLLAND STONE LIGHT BROOM STROKES BROOM PERPENDICULAR TO EDGE OF MOWSTRIP SACK FINISH PATTERN COMMENTS C-27 LIGHT 'WESTWOOD SANDBLAST BROWN' C-27 LIGHT 'WESTWOOD SANDBLAST BROWN' C-27 LIGHT 'WESTWOOD SANDBLAST BROWN' • I I I FOR LANDSCAPE CONSTRUCTION DETAILS, SEE SHEET L2.2 (7). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (24 -27). APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. R I D G E LANDSCAPE A,CH I TECTS 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 7604381155 www.ridgela.com L.A. REVIEWED BY, INSPECTOR "AS-BUILr DATE EXP. DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP"D CITY OF CARLSBAD PLANNING DEPARTMENT ANDSCAPE CONSTRUCTION ENLARGEMENTS , BRESSI RANCH LOT 33-39 PLANNING OWN BY_....=Lc.cA __ CHKO BY __ R_S __ FIELD BY PROJECT NO. PIP05-06 DATE DRAWING NO. 442-5L I L2,1 H I • <1 "I <1 I 1" l I : I. " LEGEND: 4 ,____~ 1. FINISH GRADE 2. 314" CHAMFER ON ALL EXPOSED EDGES 1 '-6" ' " 4 <1' <1 ' 0 I " I <1 ' 4 I.., r " <1 11-111-111-111 Ii 1111 i' 1111 JU 4 .1 <1 ---lc=l+-l=--c;-, 'I<- .4 ") 3. P.1.P. CONCRETE SEAT WALL· REFER TO COLOR AND FINISH SCHEDULE, SHEET L 1.1 FOR FINISH 4. 5. 6. 90% COMPACTED SUBGRADE · VERIFY WITH SOILS ENGINEER'S REPORT (4) #3 REBAR, CONTINUOUS (2) #3 VERT. REBAR@ 16" O.C. 7. FINISH SURFACE OF ADJACENT PAVING NOTES: A. LOCATE VERTICAL EXPANSION JOINTS PER PLAN 2. INSTALL EXPANSION JOINT WHERE WALL MEETS CONCRETE BAND POURED-IN-PLACE CONCRETE SEAT WALL 6" I ,,,----0) ~~~ +-----t---'\.i-"""'-.--'lr--1~1/ ',__ 2 ~ LEGEND: "" • 11 11 i~ 11 i i i 11 11[:J __ ,'I- I 1. CONCRETE MOWSTRIP WITH LIGHT BROOM FINISH ON ALL EXPOSED SURFACES 2. #3 REBAR, CENTERED, CONTINUOUS 3. 1/2" TOOLED RADIUS 4. FINISH GRADE 5. 90% COMPACTED SUBGRADE • VERIFY W/ SOIL ENGINEER'S REPORT NOTES: A. INSTALL CONTROL JOINT AT 10'-0" O.C. MAX. SPACING B. INSTALL 318" BITUMINOUS FELT EXPANSION JOINTS @20'-0" O.C. MAX. WIMASTIC SEALANT. C. PROVIDE 45°MITERED CONTROL JOINT AT 90 CORNERS. F CONCRETE MOWSTRIP NOT TO SCALE G 2% ' <::J • I - LEGEND: 1 '-6" 3'-0" SECTION 1"=1'-0" 4. 4 ' ••. 4 1. POURED IN PLACE CONCRETE WALL, NATURAL GRAY WI MEDIUM SANDBLAST FINISH 2. 1" CHAMFER ON ALL EXPOSED EDGES 3. #4 REBAR @ 12" O.C., CONTINUOUS 4. #5 REBAR@ 24" O.C., VERTICAL 5. EXPANSION JOINT PER DETAIL A 6. FINISH SURFACE OF ADJACENT PAVING 7. CONCRETE FOOTING 8. COMPACTED SUBGRADE 9. FINISH GRADE OF PLANTER 10. PLANTER DRAIN PER DETAIL 11. (2) COATS ASPHAL TIC EMULSION POURED-IN-PLACE CONCRETE PLANTER WALL D E 6'-0" " MIN. 1 8.3% ~ MAX. LEGEND: " 1 1"=10' PLAN VIEW 1. CONCRETE PAVING OR INTERLOCKING PAVERS REFER TO PLAN. 2. EXPANSION JOINT 3. 6" CURB 4. FINISH GRADE 5. A/C PAVING 6. WARNING GROOVES . -· ' ... . . . . ~ . .. . , . ., . . : . \ ... -~ .: __ ,_:_ .. _. HANDICAP ACCESS RAMPS 4'-0" MIN 4'-0" MIN. 2% MAX. 112"=1 '-0" CROSS SECTION 1"=10' PLAN VIEW 6" NOT TO SCALE ' VERIFY THICKNESS OF INTERLOCKING PAVER MATERIAL· ESTIMATE 3-118 FOR VEHICULAR GRADE" \\ ''r-T-c-_-..L..,. --,----.,-,n--rrrr/'~~~~=,rrrrrrrrrni/ --:-t ,.,· .-.. ~ • LEGEND: 1. ADJACENT CONCRETE BAND, WIDTH PER PLAN· REFER TO COLOR AND FINISH SCHEDULE, SHEET L 1.1 FOR INFORMATION 2. CRUSHED AGGREGATE, COMPACTED TO 98% 3. 90% COMPACTED SUBGRADE VERIFY WITH SOILS REPORT 4. INTERLOCKING STONE PAVER -REFER TO COLOR AND FINISH SCHEDULE, SHEET L 1 1 FOR INFORMATION 5. 1-1 112" THICK BEDDING SAND SHOULD CONFORM TO THE MANUFACTURERS SPECIFICATIONS. 6. SAND FILLED JOINT SHOULD CONFORM TO THE MANUFACTURERS SPECIFICATIONS. NOTES: A. PAVING THICKNESS, BASE PREPARATION AND REINFORCING ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. B. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. C. AFTER LAYING INTERLOCKING STONE PAVERS, PASS VIBRATOR PLATE OVER STONES CAUSING SAND TO FILL JOINTS AND LOCKING STONES INTO PLACE. STONES CAUSING SAND TO FILL JOINTS AND LOCKING STONES INTO PLACE. THEN SWEEP SAND OVER THE PAVING STONES AND PASS VIBRATOR PLATE OVER A SECOND TIME, FORCING SAND INTO JOINTS FROM ABOVE. INTERLOCKING PAVER$ 'DRY SET' NOT TO SCALE A B ' <o 16" MIN.J LEGEND: ~--14 3" 1. CONCRETE PAVING -REFER TO CONSTRUCTION PLAN FOR COLOR AND FINISH 2. 114" TOOLED RADIUS 3. FINISH GRADE 4. 90% COMPACTED SUBGRADE · VERIFY WI SOIL ENGINEER'S REPORT CONCRETE PAVING h'' 1t 1 . ' ~ • ' ' 4 • ' • ' 4 A. CONTROL JOINT (SCORELINE) B. EXPANSION JOINT • C. COLD JOINT CONCRETE JOINTS VARIES 18" -36" SEE CONSTRUCTION PLAN AND ENLARGEMENT c::i i5 :t $ CONCRETE BAND / INFILL NOT TO SCALE LEGEND: 1. 1/8" RADIUS EDGE 2. PAVING FINISH SURFACE PER PLAN 3. JOINT FILLER PER SPECIFICATIONS 4, 5, BACKER ROD PER SPECIFICATIONS TWO-PART POLYURETHANE SEALANT PER SPECIFICATIONS 6. 1/2" DIA. X 12" LONG STEEL DOWEL @ 24" O.C .. PAPER WRAP ONE END NOTES: A. LOCATE JOINTS PER SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLAN B. SEALANT COLOR TO MATCH ADJACENT PAI/ING 3/4" IF PAVING LESS THAN 4" THICK 1" IF PAVING 4" THICK OR GREATER NOT TO SCALE LEGEND: 1. ADJACENT INTERLOCKING PAVERS, SEE DETAIL H, L2.1. 2. (2) #3 REBAR, CONTINUOUS 3. CONCRETE BAND 4. 1/4" TOOLED RADIUS 5. FINISH GRADE 6. 90% COMPACTED SUBGRADE - VERIFY WITH SOILS ENGINEER'S REPORT NOT TO SCALE ,----------' I~ ~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. R I D G E LANDSCAP, ARCHITECTS 755 Raintree Drive, Sude 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 7604381155 www.ridgela.com "AS-BUIL r L.A. EXP. REVIEWED BY, INSPECTOR DATE DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE CONSTRUCTION DETAILS BRESSI RANCH LOT 33-39 PLANNING DWN BY __ R_S __ CHKD BY __ R_S __ FIELD BY PROJECT NO. PIP05-06 DATE DRAWING NO. 442-5L L2.:? ' ()l r- \ - \ •, I ' \ \ ' ' I I \ ' \ ' \ ' ' ··0--I -------•l::.~ --C ----I ' ' \ I I \ I, \ \ \ ' ' I ' ' ____ \ -I 1-----\ ' \ \ \ \ I \ KEYMAP ' \ \_ ' . ' ' \ -1 ' \ '1 ,. --1 ' \ ' ' ' \ \ \ \ ' ' \ \ \ I \ ' I \ \ \ \ ' \ \ \ \ \ ' \ \ \ \ \ \ ' \ \ \ \ ' \ \ \ \ 0 10 20 40 60 NOTTO SCALE SCALE AND NORTH Smith Consulting Architects 12220 El Camino Real Suite 200 San Diego California 92130 (858)793-4777 Fax i858)793-4787 R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 1 002 Fax 760 4381155 www.ridgela.com Q t, (' t.,. [~ [~ .. (1 C, l~ (') ., (1) (4) (:2) 0;1) C9 (:__,J> - "AS-BUILT" SYMBOL IRRIGATION MATERIAL LEGEND T H F MANUFACT. MODEL NO./ DESCRIPTION GPM PSI RADIUS ill Li, RAIN BIRD 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 5-Q/T/H NOZZLES .20, .30 40 30 5 FT "-' e • RAIN BIRD 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 8-Q!T/H/F NOZZLES 26, .35, 52, 1.05 30 8 FT 0'"? "7 \1 RAIN BIRD 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 10-Q(f/H/F NOZZLES .39, .52, .79, 1.57 30 10 FT I':] t::I !fi RAIN BIRD 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 12-Q/T/H/F NOZZLES .65, .87, 1.3, 2.6 30 12 FT '"I l'I ■ RAIN BIRD 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 15-Q/T/H/F NOZZLES .93, 1.23, 1.85, 3. 70 30 15 FT L-i L,j RAIN BIRD 1806-SAM-PRS 15EST/15SST POP-UP TURF HEAD .61, 1.21 30 4X15 FT 4X30 FT ---RAIN BIRD 1812-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD 5-Q/T/H NOZZLES .20, .30, .40 30 5 FT ('..' .7 (c) 0 RAIN BIRD 1812-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD 8-Qrr/H NOZZLES .26, .35, .52, .1.05 30 8 FT '-' e • RAIN BIRD 1812-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD 10-Qrr/H/F NOZZLES .39, .52, .79, 1.57 30 10 FT ~ 0 • RAIN BIRD 1812-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD 12-Qrr/H/F NOZZLES .65, .87, 1,3, 2,6 30 12 FT {::,) EJ fB RAIN BIRD 1812-SAM-PRS POP-UP SHRUB HEAD \I'll RAIN BIRD 15-Q(f/H/F NOZZLES .93, 1.23, 1.85, 3.70 30 15 FT --RAIN BIRD 1812-SAM-PRS 15EST/15SST/15CST POP-UP SHRUB HEAD .61, 1.21, 1.21 30 4X15 FT 4X30 FT T RAIN BIRD 1806-SAM-PRS POP-UP BUBBLER HEAD W/ RAIN BIRD .40 30 3 FT 5FB/5CST-PCS-040 NOZZLES NO SYMBOL RAIN BIRD RWS-BCG .25GPM DEEP WELL BUBBLER HEAD, .25 (.50) 30 NIA EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE (;j Q) HUNTER PGJ-12-A-V-R W/ NOZZLES .75/1.012.0 HIGH POP SHRUB ROTOR HEAD .75, 1.0, 2.0 40 18 FT G) (§) HUNTER PGH-ARV/36V WI NOZZLES 01/04/06 HIGH POP SHRUB ROTOR HEAD .60, 1.4, 2.4 40 25 FT (§) ® HUNTER PGH-ARV/36V W/ NOZZLES 03/05108 HIGH POP SHRUB ROTOR HEAD 1.0, 1.8, 3.7 40 30 FT (1_]) (11) HUNTER PGH-ARV/36V WI NOZZLES 04106/09 HIGH POP SHRUB ROTOR HEAD -1 .4, 2.4, 4.9 40 35 FT (IJ) (l}) HUNTER PGH-ARV/36V WI NOZZLES 05/07/10 HIGH POP SHRUB ROTOR HEAD 1.8, 3.0, 6.0 40 40 FT (14) @ HUNTER PGS-ADV/36V WI NOZZLES 05/07/10 SHRUB ROTOR HEAD ON RISER 1.8, 3,0, 6.0 40 40 FT @) P.O.C. 1-112" RECYCLED WATER METER WITH A 2" SERVICE LINE liill WILKINS 975XLS SERIES, 1-1/2" REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY NO SYMBOL WILKINS 500HLR 1-1/2" PRESSURE REGULATOR NO SYMBOL HAYWARD MODEL #72, 2" BASKET STRAINER NO SYMBOL SUPERIOR 3200-R SERIES 1-1/2" NORMALLY CLOSED, RECYCLED WATER, MASTER CONTROL VALVE NO SYMBOL RAIN MASTER FS-150, 1-1/2" FLOW SENSOR ►◄ WATTS B-6080-SS-SH, 2" FULL PORT BRONZE BALL VALVE • RAINBIRD PESB-R-NP-HAN (1" OR 1-1/2") SERIES, RECYCLED WATER PLASTIC REMOTE CONTROL VALVE @ NELSON 7645, 1" NON-POTABLE, QUICK COUPLER VALVE WITH PURPLE LOCKING COVER IAIBI RAIN MASTER EVOLUTION DX2, 48 STATION, IRRIGATION CONTROLLER ASSEMBLY --------------AS APPROVED PURPLE RECYCLED WATER PVC PIPE 314" -2" SCH. 40 AS LATERAL LINES -AS APPROVED PURPLE RECYCLED WATER PVC PIPE 2" -3" CLASS 315 AS MAINLINES AS APPROVED UVR PIPE 314" -2-1/2" SCH 40 AS LATERAL LINES ON GRADE. AS APPROVED PURPLE RECYCLED WATER SLEEVES ~ RAIN BIRD XCZ-100-B-COM-NP-HAN, COMMERCIAL CONTROL ZONE KIT DRIP VALVE ASSEMBLY RAIN BIRD LD-P-09-12 PURPLE DRIP TUBING W/ .92 GPH EMITTERS 12" ON CENTER NO SYMBOL RAIN BIRD ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "RAIN BIRD EASY FIT" FITTINGS NO SYMBOL NETAFIM TECHLINE TL050MFV-1 AUTOMATIC FLUSH VALVE NO SYMBOL RAIN BIRD ARV-100 AIR/VACUUM RELIEF VALVE ------<CONTROLLER ~----VALVE NUMBER 15 ------{;_P.M. ~----VALVE SIZE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PL.ANNINO DEPARTMENT ,:Jk~y ~ REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. LANDSCAPE IAAIGA TION AS-BUILT BRESSI RAAfCH LOT 33-39 L.A. #"Z!JO~ EXP. 0/21/rr; ~, REVIEWED BY: DATE BY DESCRIPTION APP'D INSPECTOR REVISIONS PLANNING DWN BY __ B_D __ CHKD sy __ RS __ FIELD BY PROJ!:CT NO. PIP0S-06 t-f· to•i•-f DATE DRAWING NO. 442-SL L3.1 -------- I -----t-/ I ----r -1 ~'-<& I I I I I I I I /.=---I I I I - I / I , I I I I w --- 1 ~ LL J _J w \ \ -1 KEYMAP ------ 1/ i -----------I y 7 ~ -----GAS-__ GAS--GAS- -- - ------- GAS --- - - GAS-__ GAs-__ GAS --GAS -- GAS' --GAS -- GAS --GAS ----GAS ROAD - I GAS-I I -r I -I l -t ~-. ---'--=-~ ,~ ------~----------:'.J " --------·--1 IE~+---~+-==+--------l---[?Lr-_=f---· -~--+-----c,ca---1---~-\-l:----~==-:-~--~--~-- ! I "I L ---e,-1 g;{t _ -ll D cl --~ ·- I ~ i , ~ i( 11 I if--1---- ,iil--,::a, .59' , 1 r ! I I - I I /'.l:f--+-~ 1 t lr) ' u \"'::) ./ MAINLINE LOCATED 18" BACK OF CURB, TYP. L_J_," "',/-Q -- I /c-0 BUILDING 'A' LAO _A I/ 11'-) !t 11 11-f------ 18" r fl "' ~ " _____ ,"" "~ u-1\ 11 I ji ~ 7, I 12' I' J~I~ ~., ~ ~~~/ __ ,.tr~j-ft------•-•/'1....... •-• "',--~-~ Q.. _,... , _r'IJ jA'il\25 /'\if.J 2,525' ' --- 7 MATCHLINE -SEE SHEET L3.1 (8) \ ¢= --==--:m;:.: I LJ BUILDING 'B' 0 --' I e .. ,. -...,j~ "'--1- f- ill w -I (I) -' w w (I) SYMBOL Q T H F C'J C::l B El::l IL AC ..... (')080 <,<'le• C:>00$ .., .. - NO SYMBOL G) (2) Q) @ @@ (JJ @@ ® (j]) @ @ @@ IRE] NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL @J8) NO SYMBOL NO SYMBOL NO SYMBOL MANUFACT. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER P.O.C. WILKINS WILKINS HAYWARD SUPERIOR RAIN MASTER WATTS RAINBIRD NELSON RAIN MASTER AS APPROVED AS APPROVED AS APPROVED AS APPROVED RAIN BIRD RAIN BIRO RAIN BIRD NETAFIM RAIN BIRD IRRIGATION MATERIAL LEGEND MODEL NO. I DESCRIPTION 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 5-QITIH NOZZLES 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD 8-Q/TIH/F NOZZLES 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD 10-Q(f/H/F NOZZLES 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD 12-QITIH/F NOZZLES 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 15-QIT/HIF NOZZLES 1806-SAM-PRS 15EST/15SST POP-UP TURF HEAD 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 5-Qrr/H NOZZLES 1812-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD 8-QITIH NOZZLES 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 10-Q(f/H/F NOZZLES 1812-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD 12-QITIH/F NOZZLES 18I2-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD 15-Q(f/H/F NOZZLES 1812-SAM-PRS 15EST/15SST/15CST POP-UP SHRUB HEAD 1806-SAM-PRS POP-UP BUBBLER HEAD W/ RAIN BIRD 5FB/5CST-PCS-040 NOZZLES RWS-BCG .25GPM DEEP I/I/ELL BUBBLER HEAD, EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE PGJ-12-A-V-R WI NOZZLES .75/1.0/2.0 HIGH POP SHRUB ROTOR HEAD PGH-ARV/36V WI NOZZLES 01104/06 HIGH POP SHRUB ROTOR HEAD PGH-ARV/36V WI NOZZLES 03/05/08 HIGH POP SHRUB ROTOR HEAD PGH-ARV/36V WI NOZZLES 04106/09 HIGH POP SHRUB ROTOR HEAD PGH-ARV/36V WI NOZZLES 05/07/10 HIGH POP SHRUB ROTOR HEAD PGS-ADV/36V WI NOZZLES 05/07/10 SHRUB ROTOR HEAD ON RISER 1-1/2" RECYCLED WATER METER WITH A 2" SERVICE LINE GPM PSI .20, .30, .40 30 .26, .35, .52, 1.05 30 .39, .52, .79, 1.57 30 .65, .87, 1.3, 2.6 30 .93, 1.23, 1.85, 3.70 30 .61, 1.21 30 .20, .30, AO 30 .26, .35, .52, .1.05 30 .39, .52, .79, 1.57 30 .65, .87, 1.3, 2.6 30 .93, 1.23, 1.85, 3.70 30 .61, 1.21, 1.21 30 .40 30 .25 (.50) .75, 1.0, 2.0 .60, 1 .4, 2.4 1.0, 1.8, 3.7 1 .4, 2.4, 4.9 1.8, 3.0, 6.0 1.8, 3.0, 6.0 30 40 40 40 40 40 40 975XLS SERIES, 1-1/2" REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY 500HLR 1-112" PRESSURE REGULATOR MODEL #72, 2" BASKET STRAINER 3200-R SERIES 1-1/2" NORMALLY CLOSED, RECYCLED WATER, MASTER CONTROL VALVE FS-150, 1-112" FLOW SENSOR B-6080-SS-SH, 2" FULL PORT BRONZE BALL VALVE PESB-R-NP-HAN (1" OR 1-1/2") SERIES, RECYCLED WATER PLASTIC REMOTE CONTROL VALVE 7645, 1" NON-POTABLE, QUICK COUPLER VALVE WITH PURPLE LOCKING COVER EVOLUTION DX2, 48 STATION, IRRIGATION CONTROLLER ASSEMBLY PURPLE RECYCLED WATER PVC PIPE 3/4" -2" SCH. 40 AS LATERAL LINES PURPLE RECYCLED WATER PVC PIPE 2" -3" CLASS 315 AS MAINLINES UVR PIPE 3/4" -2-112" SCH. 40 AS LATERAL LINES ON GRADE. PURPLE RECYCLED WATER SLEEVES XCZ-100-B-COM-NP-HAN, COMMERCIAL CONTROL ZONE KIT DRIP VALVE ASSEMBLY LD-P-09-12 PURPLE DRIP TUBING WI .92 t3PH EMITTERS 12" ON CENTER ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "RAIN BIRD EASY FIT" FITTINGS TECHLINE TL050MFV-1 AUTOMATIC FLUSH VALVE ARV-100AIR/VACUUM RELIEF VALVE r------<:ONTROLLER r-----VALVE NUMBER 15 --G.P.M. RADIUS 5 FT 8 FT 10 FT 12 FT 15 FT 4X15 FT 4X30 FT 5 FT 8 FT 10 FT 12 FT 15 FT 4X15 FT 4X30 FT 3 FT N/A 18 FT 25 FT 30 FT 35 FT 40 FT 40 FT □ □ □ □. □ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. Al!l'ORTAOHI J IMTEWAY~ 0 10 20 40 60 NOTTO SCALE SCALE AND NORTH Smith Consulting Architects 12220 El Camino Real Suite 200 San Diego California 92130 (858)793-4777 Fax (858)793-4787 R I D G E LANDSCAPE ARCH I TEC rs 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 f el 760 438 I 002 Fax 760438 !155 1WN1Jidgela.corn "AS-BUILT" ~a~( tfl~/rtf 0ATE L.A. ~ Z-8{) 1 EXP, 5/41/r~ REVIEWED BY: INSPECTOR r <f-\0 -1-f DATE ~---~VALVE SIZE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE IRRIGATION AS-BUILT BRESSI RANCH LOT 33-39 PLANNING OWN BY---'S"-'M"----- CHKD BY_c..:R.:_S __ FIELD BY PROJECT NO. PIP05-06 4-(0.1-f DATE DRAWING NO. 442-5L L3.2 ~- I I ~ 0) ~ N <':) _J I-w -w I Jl,F (j) w w (j) w z _J I 0 I-<( ~ ' -~ t j I I I I I ,I- PALOMAR AIRPORT ROAD ¢a I -/~?7\ 38 ,., ----,Ill.,'-- /\ 1-5• / / I ' BLDG 'C' I s ll. ' 11 1J, -=- -_, :--- "' I LJ BUILDING 0 s -·-· 1,1 ------. -:,..: T C's ,n ---.,... "' m ,WE-2~/,~~~pffil~~~~P222222l KEYMAP c> =:> ·- ' l'l c:, 2' -I ~ I IT I -"' -() C - =1! w ' 'D' BUILDING 'E' 0 s IL/ IL/ u II '-Ji 0 ,-~ 0 10 20 40 NOTTO SCALE SCALE AND NORTH 60 I SYMBOL Q T H I t,_ A Lb. (~ <, ~ ---------------------11 t, ll> "7 [9 G El ~ ~ ~ 6 ~ <':) ._ ---_..,_ ~ ~ F MANUFACT. RAIN BIRD • RAIN BIRD w RAIN BIRD EB RAIN BIRD ■ RAIN BIRD IA RAIN BIRD RAIN BIRD IRRIGATION MATERIAL LEGEND MODEL NO./ DESCRIPTION 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 5-O/T/H NOZZLES 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 8-QIT/H/F NOZZLES 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 10-QIT/H/F NOZZLES 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD 12-QfTIHIF NOZZLES 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 15-QfT/HIF NOZZLES 1806-SAM-PRS 15EST/15SST POP-UP TURF HEAD GPM .20, .30, .40 .26, .35, .52, 1.05 .39, .52, .79, 1.57 .65, .87, 1.3, 2.6 .93, 1.23, 1.85, 3.70 .61, 1.21 .20, .30, .40 -----+rL=3iI-=-=1 -=-~-=_:t:_=--=J[_ __ -=---~=5~ __ L-----~-------I <D (9 G e <':) _J I-~ ~ e w w I 0 RAIN BIRD • RAIN BIRD 1812-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD 5-QfT/H NOZZLES 1812-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD 8-QfT/H NOZZLES 1812-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD 10-QIT/HIF NOZZLES 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 12-QIT/H/F NOZZLES 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 15-QITIH/F NOZZLES .26, .35, .52, .1.05 .39, .52, .79, 1.57 · .65, .87, 1.3, 2.6 Smith Consulting Architects 12220 El Camino Real Suite 200 San Diego California 92130 (858)793-4777 Fax 1858)793-4787 D D ~ ~ e • RAIN BIRD ---~ _-I ---- (j) w C) 0 0 4l RAIN BIRD w (j) j() ... -RAIN BIRD 1812-SAM-PRS 15EST/15SST/15CST POP-UP SHRUB HEAD .93, 1.23, 1.85, 3.70 .61, 1.21, 1.21 w ------------------~1 --- z _J I 0 'I' RAIN BIRD 1806-SAM-PRS POP-UP BUBBLER HEAD W/ RAIN BIRD 5FB/5CST-PCS-040 NOZZLES AO LOT 37 2.89 ACRE (126,055 sf) NO IRRIGA ION INSTALLED IN THIS AREA R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Cmlsbad, CA 92009 rel 760 438 1002 Fax 760 438 1155 w.vw.ridgela.com "AS-BUILr \~f> EXP. REVIEWED BY: INSPECTOR 1 I I I I I I I I -1 I- <( ~ G) @ (!) @ @ @ NO SYMBOL (2) ~ @ @ @ ® (jJ) @ ® @ ® @ @ l!ill NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL ~ • @ @J8] NO SYMBOL NO SYMBOL NO SYMBOL ~-----{CONTROLLER ~----VALVE NUMBER 15 ---G.P.M. ~----'VALVE SIZE RAIN BIRD HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER P.O.C. WILKINS WILKINS HAYWARD SUPERIOR RAIN MASTER WATTS RAINBIRD NELSON RAIN MASTER AS APPROVED AS APPROVED AS APPROVED AS APPROVED RAIN BIRD RAIN BIRD RAIN BIRD NETAFIM RAIN BIRD RWS-BCG .25GPM DEEP WELL BUBBLER HEAD, EACH SYMBOL REPRESENTS TWO BUBBLERS PER TF,EE PGJ-12-A-V-R W/ NOZZLES .7511.012.0 HIGH POP SHRUB ROTOR HEAD PGH-ARV/36V W/ NOZZLES 01/04/06 HIGH POP SHRUB ROTOR HEAD PGH-ARV/36V W/ NOZZLES 03/05/08 HIGH POP SHRUB ROTOR HEAD PGH-ARV/36V W/ NOZZLES 04/06/09 HIGH POP SHRUB ROTOR HEAD PGH-ARV/36V W/ NOZZLES 05/07/10 HIGH POP SHRUB ROTOR HEAD PGS-ADVl36V W/ NOZZLES 05/07/10 SHRUB ROTOR HEAD ON RISER 1-1/2" RECYCLED WATER METER WITH A 2" SERVICE LINE .25 (.50) .75, 1.0, 2.0 .60, 1.4, 2.4 1.0, 1.8, 3.7 1 .4, 2.4, 4.9 1.8, 3.0, 6.0 1.8, 3.0, 6.0 975XLS SERIES, 1-112" REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY 500HLR 1-112" PRESSURE REGULATOR MODEL #72, 2" BASKET STRAINER 3200-R SERIES 1-1/2" NORMALLY CLOSED, RECYCLED WATER, MASTER CONTROL VALVE FS-150, 1-112" FLOW SENSOR B-6080-SS-SH, 2" FULL PORT BRONZE BALL VALVE PESB-R-NP-HAN (1" OR 1-1/2") SERIES, RECYCLED WATER PLASTIC REMOTE CONTROL VALVE 7645, 1" NON-POTABLE, QUICK COUPLER VALVE WITH PURPLE LOCKING COVER EVOLUTION DX2, 48 STATION, IRRIGATION CONTROLLER ASSEMBLY PURPLE RECYCLED WATER PVC PIPE 3/4" -2" SCH. 40 AS LATERAL LINES PURPLE RECYCLED WATER PVC PIPE 2" -3" CLASS 315 AS MAINLINES UVR PIPE 3/4" -2-112" SCH. 40 AS LATERAL LINES ON GRADE. PURPLE RECYCLED WATER SLEEVES XCZ-100-B-COM-NP-HAN, COMMERCIAL CONTROL ZONE l<IT DRIP VALVE ASSEMBLY LD-P-09-12 PURPLE DRIP TUBING WI .92 GPH EMITTERS 12" ON CENTER ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "RAIN BIRD EASY FIT" FITTIN TECHLINE TL050MFV-1 AUTOMATIC FLUSH VALVE ARV-100 AIR/VACUUM RELIEF VALVE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT DATE BY DESCRIPTION APP'D REVISIONS LANDSCAPE IRRIGATION AS-BUILT BRESSI RANCH LOT 33-39 APPROVED"" '/ ( I l.?t Cy l:::;(l -At PLANNING DWN sy __ S,::M.::__ __ CHKD BY __ R_S __ FIELD BY PROJECT NO, PIP05-06 4-Jo-1-f" DATE DRAWINCll NO. 442-SL L3.3 .. r I L I I I = I - ?' I ' ,. 1 - ,. ' - 26' - ll s ' ,[J O D D D D ' P~.RAIU'ORT A0AD KEYMAP MATCHLINE -SEE SHEET L3.3 (10) / I- L NOTTO SCALE 0 l=I I ' ' I I [CJ \::: \ \ - / Recycled Water Irrigation Meter Information Civil Station# 4+12.58 Maximum G.P.M. BO GPM Meter Size 1-112" Static Pressure 110 PSI. Design Pressure 100 PSI. 10 20 40 60 SCALE AND NORTH X • Smith Consulting Architects 12220 El Camino Real Suite 200 San Diego California 92130 1858)793-4777 Fax 1858)793-4787 D II .J..~1 UiJ{J - LOT 37 2.89 ACRE (126,055 sf) I I I I I I I I SYMBOL Q T H F El .. ------ • rn [[' • NO SYMBOL MANUFACT. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD IRRIGATION MATERIAL LEGEND MODEL NO. I DESCRIPTION GPM 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD 5-Q/T/H NOZZLES .20, .30, .40 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD 8-Q/T/H/F olOZZLES .26, .35, .52, 1.05 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD 10-Q/T/H/F NOZZLES .39, .52, .79, 1.57 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD 12-Q/TIH/F ~IOZZLES .65, .87, 1.3, 2.6 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD 15-Q/TIH/F NOZZLES .93, 1.23, 1.85, 3.70 1806-SAM-PRS 15EST/15SST POP-UP TURF HEAD .61, 1.21 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 5-QIT/H NOZZLES .20, .30, .40 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 8-O/T/H NOZZLES .26, .35, .52, .1.05 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 10-QfTIH/F NOZZLES .39, .52, .79, 1.57 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 12-Q/TIHIF NOZZLES .65, .87, 1.3, 2.6 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 15-Q/T/HIF NOZZLES .93, 1.23, 1.85, 3.70 1812-SAM-PRS 15EST/15SST/15CST POP-UP SHRUB HEAD .61, 1.21, 1.21 1806-SAM-PRS POP-UP BUBBLER HEAD WI RAIN BIRD .40 5FB/5CST-PCS-040 NOZZLES RWS-BCG .25GPM DEEP WELL BUBBLER HEAD, .25 (.50) N iJ.IRRIGATION INSTALLED LN THIS AREA --------/"' '~ N G) ~ Q) EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE PGJ-12-A-V-R WI NOZZLES .7511.0/2.0 HIGH POP SHRUB ROTOR HEAD .75, 1.0, 2.0 .,-- / ,_ /\ /". I \ I/ ', D \.::---✓< I/,,---, ' -,~'j ~-~~ ,; -----~~ ~ 2 -----------__,- /1/ JI I I -----------------------------' ------- __ ) -' -------- -I= -t @) @ (§) (JJ @ @ G]) (iJ) @ @ @@ @ ®@ NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL ---- NO SYMBOL NO SYMBOL NO SYMBOL HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER PO.C. WILKINS WILKINS HAYWARD SUPERIOR RAIN MASTER WATTS RAINBIRD NELSON RAIN MASTER AS APPROVED AS APPROVED AS APPROVED AS APPROVED RAIN BIRD RAIN BIRD RAIN BIRD NETAFIM RAIN BIRD PGH-ARV/36V WI NOZZLES 01/04106 HIGH POP SHRUB ROTOR HEAD .60, 1.4, 2.4 PGH-ARV/36V WI NOZZLES 03105/08 HIGH POP SHRUB ROTOR HEAD 1.0, 1.8, 3.7 PGH-ARV/36V WI NOZZLES 04106/09 HIGH POP SHRUB ROTOR HEAD 1 .4, 2.4, 4.9 PGH-ARV/36V WI NOZZLES 05/07110 HIGH POP SHRUB ROTOR HEAD 1.8, 3.0, 6.0 PGS-ADV/36V WI NOZZLES 05/07110 SHRUB ROTOR HEAD ON RISER 1.8, 3.0, 6.0 1-112" RECYCLED WATER METER WITH A 2" SERVICE LINE 975XLS SERIES, 1-112" REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY 500HLR 1-112" PRESSURE REGULATOR MODEL #72, 2" BASKET STRAINER 3200-R SERIES 1-112" NORMALLY CLOSED, RECYCLED WATER, MASTER CONTROL VALVE FS-150, 1-112" FLOW SENSOR B-6080-SS-SH, 2" FULL PORT BRONZE BALL VALVE PESB-R-NP-HAN (1" OR 1-112") SERIES, RECYCLED WATER PLASTIC REMOTE CONTROL VALVE 7645, 1" NON-POTABLE, QUICK COUPLER VALVE WITH PURPLE LOCKING COVER EVOLUTION DX2, 48 STATION, IRRIGATION CONTROLLER ASSEMBLY PURPLE RECYCLED WATER PVC PIPE 314" -2" SCH. 40 AS LATERAL LINES PURPLE RECYCLED WATER PVC PIPE 2" -3" CLASS 315 AS MAINLINES UVR PIPE 3/4" -2-1/2" SCH. 40 AS LATERAL LINES ON GRADE. PURPLE RECYCLED WATER SLEEVES XCZ-100-B-COM-NP-HAN, COMMERCIAL CONTROL ZONE KIT DRIP VALVE ASSEMBLY LD-P-09-12 PURPLE DRIP TUBING WI .92 GPH EMITTERS 12" ON CENTER ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "RAIN BIRD EASY FIT" FITTINC TECHLINE TL050MFV-1 AUTOMATIC FLUSH VALVE ARV-100 AIR/VACUUM RELIEF VALVE ~-----<CONTROLLER -----VALVE NUMBER 15 ---<3P M ~----·VALVE SIZE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. nAS-BUILr ~:~4r REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNINQ DEPARTMENT R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 760438 !155 www.ridgela.com EXP. REVIEWED BY: INSPECTOR tf/8/!1 DATE I 5(3(/!5 DATE BY DESCRIPTION REVISIONS APP'D LANDSCAPE IRRIGATION AS-BUILT BRESSI RANCH LOT 33-39 APPROVED j n.; [ PLANNING OWN BY_~SM~-- CHKO BY_.ccR.c.S __ FIELD BY PROJECT NO. PIP05-06 '-f-i=-I--} DATE DRAWING NO. 442-SL L3.4 KEYMAP I I I I \ \ f\\ ~OT 37 I . I \\ i \ I I \\ I \ \ I \ \ ' \ \ ~' \ I/ i ' ' I I I I I I / / _,, -- I -·--. - .... -. ---- \ I \ I \ \\\ \ \ \ \ \ \ ' ' ! \ . \ \ \\\ \\ \\ -\~\----·-- \ ---------... _ ----. .:::::__--:_ :: ------. . . ----- NOT TO SCALE 0 ----- NOTE: PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. Smith Consulting Architects 10 20 40 60 12220 El Camino Real Suite 200 San Diego California 92130 (858)793-4777 Fax <858)793-4787 SCALE AND NORTH FOR LANDSCAPE IRRIGATION PLANS SEE SHEETS L3.1 -L3.6 (8 -13). FOR LANDSCAPE IRRIGATION LEGEND SEE SHEET L4.1 (14). FOR LANDSCAPE IRRIGATION DETAILS SEE SHEETS L4.2 -L4.3 (15 -16). FOR LANDSCAPE SPECIFICATIONS SEE SHEETS L7.1 -L7.4 (24 -27). R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 !002 Fax 760 438 1155 11NM1Jidgelc1.com "AS-BUILT' ,~fr t/&lr1 DATE L.A. EXP. s/41/25 ~, REVIEWED BY: REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. '-{. la-\i' f-D_AT_E--'-B_Y _,__ _____ D_ES_C_c_RIP-'-T'--'-10-'-N ------~A_PP_'o__, INSPECTOR DATE REVISIONS \ \ I I \ I \ I \ ' I -\ \ ' I \ \ I \ \\ I I ' \ I' \ \\ \' \ I I\ 1, \ '\ \ \\ I \ \ \ \ \ \ \ \ I \ \ I \ \ MAINTENANCE RESPONSIBLITY ALL PROJECT LANDSCAPE WILL BE MAINATINED BY OWNER_ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PL.ANNINO DEPARTMENT LANDSCAPE IRRIGATION PLAN BRESSI RANC1H LOT 33-39 APPROVED , ,,_ _( ( ~l 6r: ~H_..,-fr PLANNING OWN BY_~SM~- CHKD sy_R~S-~ FIELD BY PROJECT NO. PIP05-06 DRAWING NO, 442-5L •-- ~ ! --. "-I ,r,,"'.", :m,;="'=""'"""""~.,...,....,.,..,_,~5 ! (\i\':•:_L:.1~: 11l1;:1;_,1ne;/1_11,1tn,1 u; r.: r7"!/ ~,0tr .1r,r ~i'"':"'r1Jt,,r:m1,,1Jrr@ • 1 . ~;;j ';=';=='""A \ ' :,;~~•f!:11''""=71""'1-' ----7// ~--.::~=-----(~-~~-- . I IM.TEWAY 110AD \ \ ~--, I 0 I KEYMAP NOTTO SCALE I I \ -: _:::_-:C:: ' \ _ _ _ =_ccce-"'-_ _ -ccc-ccCC--- --------=~===-=- --.-- \ __ iv\ --- -1---\ \ \ \ \\ '\ \\ \. \\ \ \\\ \ \ \\ \\\ \. \ \ \ '~i-~ \, I ··"" \~(_), \\ ,--, \\ \ \ \ I ' \ I \ I \ ' \ \ \ \ I I I ' \ \ \, __ \ __ NOTE: PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION_ THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCT/ON OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES, 10 20 40 SCALE AND NORTH 60 Smith Consulting Architects 12220 El Camino Real Suite 200 San Diego California 92130 (858)793-4777 Fax (858)793-4787 I \ \ \ ' \ --· - \ I \ \ .. -- -------· \ \ I \ \ \ \ I \ \ :' I I j... -·-----c \ \ \ \ \ \ ' \ \ \ \ \ \ \ ----------- I \ NO IR~IGATION INSTALLE~ IN THIS AREA \ . \ \ \ I '· ' ' ' '-I \ \ LOT 39 \ \, \ \ \ \\ \ \ \ I \ I L0\ 38 \ \ MATCHLINE -SEE SHEET L3.5 (12) FOR LANDSCAPE IRRIGATION PLANS SEE SHEETS L3.1 -L3.6 (8 -13). FOR LANDSCAPE IRRIGATION LEGEND SEE SHEET L4.1 (14). FOR LANDSCAPE IRRIGATION DETAILS SEE SHEETS L4.2 -L4.3 (15 -16). FOR LANDSCAPE SPECIFICATIONS SEE SHEETS L7.1 -L7.4 (24 -27). "AS-BUIL r <~ ffr3/1 EXP. Lfle/;t-f DATE 1 5/51/15 I REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. \ \ \ I ' \ \ \ \ ' \ ' \ \ \ \ \\ \ \ \ I \\ ' I \ I \ \\ ---- MAINTENANCE RESPONSIBLITY ALL PROJECT LANDSCAPE WILL BE MAINATINED BY OWNER APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE IRRIGATION PLAN BRESSI RA1\fCH LOT 33-39 R I D G E LANDSCAPE ARCHITECTS 755 Rainb"ee Drive, Suite 300 Carlsb<1d, CA 92009 REVIEWED BY: r---+---+-------------t------1 ~J <:r t::11_,,;:ft: 4-Jo-~-+ Tel 760 438 1002 I APPROVED ,,_-0 \ f---t--+----------------t-----, PLANNING DATE ~===;::;::;::===;--;:=====~=========::::::::::; r_ OWN BY _ _c_S_c_M__ PROJECTT NO. DRAWING! NO. Fax 760 438 1155 www.ridgela.com INSPECTOR '-t·f:.?, \'7 f-D_A_TE~B_Y~ ______ D_ES_CR_IP_T_IO_N ______ ~_AP_P_'□_,, CHKD BY _R_S __ DATE REVISIONS FIELD BY PIP05-06 442-5L L3.6 I d SYMBOL MANUFACT. NO SYMBOL K.B.I. NO SYMBOL K.B.I. NO SYMBOL AS APPROVED NO SYMBOL 3M NO SYMBOL AS APPROVED NO SYMBOL T. CHRISTY'S NO SYMBOL AS APPROVED NO SYMBOL AS APPROVED NO SYMBOL AS APPROVED ~ RAIN BIRD . RAIN BIRD -l-RAIN BIRD NO SYMBOL RAIN BIRD ® NETAFIM @ RAIN BIRD ® AS APPROVED ►@ii< AS APPROVED GUIDELINES FOR RECYCLED WATER USE The following guidelines are intended to provide the basic parameters for the use of reclaimed water in landscape irrigation. To operate your system in compliance with these guidelines you must: IRRIGATION MATERIAL LEGEND (continued) MODEL NO. / DESCRIPTION KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, WHEN RCV IS HIGHER THAN THE SPRINKLERS IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (UL APPROVED) DBY DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS RECLAIMED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER CITY REQUIREMENTS RECLAIMED WATER VALVE I.D. TAG INSTALL WITHIN EACH VALVE BOX TYP. ALL VALVE BOXES SHALL BE PURPLE COLOR CODED AND MARKED AS REQUIRED ALL VALVES SHALL HAVE RECLAIMED WATER ID TAGS INSTALLED AS REQUIRED CONTROLLER SHALL HAVE RECLAIMED WATER PLACARDS INSTALLED AS REQUIRED XCZ-100-B-COM-NP-HAN. 1" SERIES, COMMERCIAL CONTROL ZONE KIT DRIP VALVE ASSEMBLY, ASSEMBLY INCLUDES RAIN BIRD PESB-R RCV, 200 MESH STAINLESS STEEL SCREEN BASKET FILTER AND RAIN BIRD PRESSURE REGULATOR LD-P-09-12 PURPLE DRIP TUBING WI .92 GPH EMITTERS 12" ON CENTER, INSTALL TUBING ROWS A MAXIMUM OF 16" APART IN SHRUB AREAS. ALL TUBING SHALL BE INSTALLED 3" BELOW FINISHED SOIL GRADE W/ 9" WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK MDCFEL or MDCFTEE WI MDCF75FPT FITTING FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "RAIN BIRD EASY FIT" FITTINGS PROVIDE A NETAFIM TECHLINE TL050MFV-1 AUTOMATIC FLUSH VALVE AT END/MIDDLE OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE INSIDE A SEPERATE ROUND VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL MIN. ONE FLUSH VALVE PER 1000' OF TUBING IN EACH DIRECTION ON DRIPLINE FLUSH MANIFOLD. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. ARV-100 AIRNACUUM RELIEF VALVE INSTALLED WITH A FT-050 CONBINATION TEE AND A 3/4" X 1/2" REDUCER BUSHING, INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER, MINIMUM ONE ARV PER 500' OF DRIPLINE. USING AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO ALL DRIPLINE LATERALS WITHIN THE ELEVATED AREA. MULTIPLE ARV'S SHALL BE REQUIRED PER RCV WITHIN UNDULATING AREAS, VERIFY QUANTITY PRIOR TO STARTING WORK, INSTALL VALVE BOX 18" FROM PAVING AND AT HIGH POINTS OF PLANTER AREA INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. RECYCLED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER PER THE CARLSBAD MUNICIPAL WATER DISTRICT AND SAN DIEGO WATER RECYCLING REQUIREMENTS FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS • ALL EQUIPMENT SHALL COMPLY WITH CARLSBAD MUNICIPAL WATER DISTRICT RECYCLED WATER REQUIREMENTS FOR RECYCLED WATER IRRIGATION NOTES 1 ALL 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 SHALL BE CARRIED OUT BY THE CONTRACTOR 1. Irrigate between the hours of 10:00pm and 6:00am only. Watering outside this time frame must be done manually with qualified supervisory personnel on-site. No system shall at any time be left unattended during use outside the normal schedule. 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS 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'S AUTHORIZED REPRESENTATIVE. 2. Irrigate in a manner that will minimize runoff, 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 sprayheads to eliminate overspray into areas not under the control of the customer. For example, pool decks, private patios, 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 maintanance personnel, on a continual basis1 of the presence of recycled water and the fact that it is not approved for drinking purposes. Given the high turnover rate of employees in the landscape industry, it is important that this information be disseminated on an almost daily basis_ It is you, the Landscape Contractor, who is responsible for educating each and every one or your emplyees. 6. Obtain prior approval for all proposed changes and modifications to any on-site facilities. Such changes must be submitted to, and approved by, the District Engineering office and designed in accordance with District standards. Failure to comoply with any or all of the above guidelines puts your system in violation of the District's Rules and Regulations and will result in termination of service until the appropriate corrective steps have been taken. RECYCLED AND POTABLE WATER CROSSING NOTE: WHEN POTABLE WATER LINE AND RECYCLED WATER LINE CROSS, THE RECYCLED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. A 10 FOOT HORIZONTAL SEPE RATION BETWEEN POTABLE WATER AND RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINES MUST BE INSTALLED ABOVE THE RECYCLED LINE. 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT 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 OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9 CONTRACTOR IS TO PROVIDE ONE ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 10 ALL PIPE AND I OR WIRE UNDER PEDESTRIAN PAVING AREAS TO BE INSTALLED IN A PURPLE RECYCLED WATER PVC PIPE SCH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. ALL PIPE AND/ OR WIRE UNDER VEHICLE PAVING AREAS TO BE INSTALLED IN A SCH. 80 SLEEVE THREE TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11 ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE. 12 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT 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. 13 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. RIDGE LANDSCAPE ARCHITECTS RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. 14 INSTALL POP-UP SPRINKLER ASSEMBLIES WITHIN 10-FEET OF ALL PEDESTRIAN USE AREAS. 15 INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE. ~------,CONTROLLER ~-----VALVE NUMBER 15 ~.P.M. ----;--- 1500' --APPROXIMATE LINEAR FOOTAGE OF DRIP TUBING '-----~VALVE SIZE FOR LANDSCAPE IRRIGATION PLANS, SEE SHEETS L3.1 -L3.6 (8 -13). FOR LANDSCAPE IRRIGATION DETAILS, SEE SHEETS L4.2 -L4.3 (15 -16). FOR LANDSCAPE SPECIFICATIONS SEE SHEETS L7.1 -L7.4 (24 -27). DETAIL N/A N/A K,L,M M N N/A N/A N/A J Q R,S,T R,T R U,T V,T N NIA Q 6- ~ t,. [l ["I le (') ~ ("l (9 .., (j) @ (?) @) @ @ SYMBOL T H F -""-_.d,_ ~ ' • IJ;, ,,. w 13 El ch ["I !"I • l"l f;il ---... 0 e 0 ("l e • ("l e • 0 0 ,I, "" - " (Z) Q) @ (§) @ @ (j]) @ @ @ ® @ @ ilEI NO SYMBOL lel IS] [s;j 11:l -• @ 161B] NO SYMBOL 11:sl IE! NO SYMBOL MANUFACT. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER P.0.C. WILKINS V.I.T. WILKINS HAYWARD SUPERIOR RAIN MASTER WATTS RAINBIRD NELSON HYDROSCAPE HYDROSCAPE HYDROSCAPE NIA AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED IRRIGATION MATERIAL LEGEND MODEL NO. / DESCRIPTION GPM PSI 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD 5-Q/TIH NOZZLES WITH NP CAP .20, .30 .. 40 30 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD 8-0/TiHIF NOZZLES WITH NP. CAP .26, .35, .52, 1.05 30 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD 10-QIT/H/F NOZZLES WITH N.P. CAP .39, .52, .79, 1.57 30 1806-SAM-PRS POP-UP TURF HEAD Wi RAIN BIRD 12-Q/T/H/F NOZZLES WITH N.P. CAP .65, .87, 1.3, 2.6 30 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD 15-Q/TIHIF NOZZLES WITH N.P. CAP .93, 1.23, 1.85, 3.70 30 1806-SAM-PRS 15EST/15SST POP-UP TURF HEAD WITH N.P. CAP .61,1.21 30 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 5-Q/T/H NOZZLES WITH N.P. CAP .20, .30, .40 30 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 8-Q/TIH NOZZLES WITH N.P. CAP .26, .35, .52, .1.05 30 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 10-Q/T;H/F NOZZLES WITH NP. CAP .39, .52, .79, 1.57 30 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 12-Q/T/H/F NOZZLES WITH NP. CAP .65, .87, 1.3, 2.6 30 1812-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD 15-Q/T/H/F NOZZLES WITH NP. CAP .93, 1.23, 1.85, 3.70 30 1812-SAM-PRS 15EST/15SST/15CST POP-UP SHRUB HEAD WITH N.P. CAP .61, 1 .21, 1.21 30 1806-SAM-PRS POP-UP BUBBLER HEAD W/ RAIN BIRD 5FB/5CST-PCS-040 AO 30 NOZZLES, USE 5F-B NOZZLES FOR PLANTERS WIDER THAN 21/2', USE 5CST-B NOZZLES FOR PLANTERS LESS THAN 21/2' WITH N.P. CAP RWS-BCG .25GPM DEEP WELL BUBBLER HEAD, EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, SEE DEEP WELL BUBBLER DETAIL. PLACE BUBBLERS AT EDGE OF ROOTBALL ON .25 (.50) 30 OPPOSITE SIDES OF TREE. ADJUST PER ROOTBALL SIZE TYPICAL. NOTE: ALL SPRAY HEAD BODIES SHALL HAVE FIELD INSTALLED RECYCLED WATER IDENTIFICATION BODY CAP# 1800 NP COVER PGJ-12-A-V-R WI NOZZLES .75/1.0/2.0 HIGH POP SHRUB ROTOR HEAD .75, 1.0, 2.0 40 PGH-ARV/36V W/ NOZZLES 01/04106 HIGH POP SHRUB ROTOR HEAD .60, 1.4, 2.4 40 PGH-ARV/36V Wi NOZZLES 03/05/08 HIGH POP SHRUB ROTOR HEAD 1.0, 1.8, 3.7 40 PGH-ARV/36V WI NOZZLES 04/06/09 HIGH POP SHRUB ROTOR HEAD 1.4, 2.4, 4.9 40 PGH-ARV/36V WI NOZZLES 05107110 HIGH POP SHRUB ROTOR HEAD 1.8, 3.0, 6.0 40 PGS-ADV/36V W/ NOZZLES 05/07110 SHRUB ROTOR HEAD ON RISER 1.8, 3.0, 6.0 40 NOTE: NOZZLES NUMBERS WITHIN THE ROTOR HEAD SYMBOLS DO NOT EXACTLY CORRESPOND TO THE HUNTER NOZZLE NUMBERS. NOZZLE NUMBERS FOR QUARTER, HALF, AND FULL HEADS ARE SHOW WITHIN THE HEAD MODEL NUMBER AS SHOWN IN THE LEGEND. 1-1/2" RECYCLED WATER METER WITH A 2" SERVICE LINE, VERIFY SIZE, PRESSURE ANO LOCATION IN FIELD 975XLS SERIES, 1-112" REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY STRONG BOX SBBC-45AL ALUMINUM BACKFLOW DEVICE ENCLOSURE 500HLR 1-1/2" PRESSURE REGULATOR, INSTALLED AS PART OF BACKFLOW ASSEMBLY, SET PER PRESSURE CALCULATIONS MODEL #72 BASKET STRAINER, 2" SIZE, WITH FLANGED CONNECTIONS, AND 80 MESH FILTER ELEMENT 3200-R SERIES 1-1/2" NORMALLY CLOSED, RECYCLED WATER, MASTER CONTROL VALVE FS-150, 1-1/2" FLOW SENSOR, INSTALL PER MANUFACTURER'S RECOMMENDATIONS, WIRE TO CONTROLLER USING EV-CAB-SEN CABLE INSTALLED WITHIN 1" PVC CONDUIT B-6080-SS-SH, 2" FULL PORT BRONZE BALL VALVE, STAINLESS STEEL BALL, STEM AND HANDLE USE 2" BALL VALVE ON 2-1/2" MAINLINE PESB-R-NP-HAN (1" OR 1-1/2") SERIES, RECYCLED WATER, PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN 7645, 1" NON-POTABLE, QUICK COUPLER VALVE WITH PURPLE LOCKING COVER RADIUS 5 FT 8 FT 10 FT 12 FT 15 FT 4X15 FT 4X30 FT 5 FT 8 FT 10 FT 12 FT 15 FT 4X15 FT 4X30 FT 3 FT NIA 18 FT 25 FT 30FT 35 FT 40 FT 40 FT HS5-BPDX-48l48-HSDX-03, FS150/FS150, HSRSE-DXIHSRSE-DX, HSMV-KEY/HSMV-KEY, HSPMR KIT/HSPMR KIT, RAINMASTER EVOLUTION DX2 CONTROLLER ASSEMBLY, WITH TWO RAINMASTER EVOLUTION DX, 48 STATION IRRIGATION CONTROLLERS, INSTALLED WITHIN STAINLESS STEEL BACK-TO BACK CONTROLLER ENCLOSURE, AS PART OF ASSEMBLY, FOR FURTHER INFORMATION CONTACT ERIC ANDERSON AT HYDRO-SCAPE (858) 560-6611 PM-XMTR, HAND HELD REMOTE TRANSMITTER RAIN SENSOR, RG, MOUNT TO REAR OF ENCLOSURE AND WIRE TO CONTROLLER, AS PART OF HYDRO-SCAPE ASSEMBLY 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD PURPLE RECYCLlcD WATER PVC PIPE 3/4" -2" SCH. 40 AS LATERAL LINES 12" BELOW GRADE PURPLE RECYCLED WATER PVC PIPE 2" -3" CLASS 315 AS MAINLINES 18"-24" BELOW GRADE, SEE DETAIL FOR CORRECT DEPTH ALL MAINLINE SHALL HAVE CONCRETE THRUST BLOCKS INSTALLED PER DETAIL UVR PIPE 314" -2-112" SCH. 40 AS LATERAL LINES ON GRADE. STAKE PIPE AT 10' O.C. USING V.I.T. HOOKS PAINT STENCIL RECLAIMED WATER WARNINGS AT 5' O.C. TYPICAL, USE UVR FITTINGS. PURPLE RECYCLED WATER SLEEVES UNDER PEDESTRIAN PAVING, SCHEDULE 40 PVC PIPE TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. SLEEVES LESS THAN 3" DIAMETER-18" COVER, 3"-5-1/2" IN DIAMETER-24" COVER, 6" OR GREATER IN DIAMETER-36" COVER. PURPLE RECYCLED WATER SLEEVES UNDER ROADS, SCHEDULE 80 PVC PIPE THREE TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. 6" SLEEVES OR LESS IN DIAMETER-36" COVER, SLEEVES GREATER THAN 6" IN DIAMETER-48" COVER DETAIL A A A A A A A A A A A A A y A A A A A X NIA B B B C D E F G,I H,I J N/A J NIA K K,0,P w X L APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR ANO DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT DATE R I D G E LA. EXP. LANDSCAPE A,CHITECTS REVIEWED BY: 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 "1002 Fax 7604381155 www.ridgela.com INSPECTOR DATE DATE BY DESCRIPTION APP'D REVISIONS LANDSCAPE IRRIGATION LEGEND & NOTES BRESSI RANCH LOT 33-39 APPROVED l-z..;.,,l \ PLANNING DWN BY SM CHKD BY RS ----- FIELD BY PROJECT NO. PIP05-06 DATE DRAWING NO. 442-5L L4:t ~-------FINISHED GRADE !N TURF AREAS ,------PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. 4"MIN. ~ FLOW SENSOR, SEE LEGEND FOR SPECIFICATION FINISHED GRADE IN SHRUB AREAS 24" WIRE LOOP WITH WATER PROOF WIRE CONECTORS USE RED AND BLACK COLOR WIRES WITH STRIPE :).-1\!±~;lliffi"---wARNING PLASTIC TAG "RECYCLED WATER -DO NOT DRINK' IN ENGLISH AND SPANISH -10 PIPE DIA -5 PIPE DIA -PVC MAINLINE PIPE PER SPECISIFICATION 0 4"X6" BRICK SUPPORTS (4 REQ.) '----------LANDSCAPE FABRIC '-----------3/4" ROCK, 2 CUBIC FT. '-------------------PVC MAINLINE PIPE TO MASTER VALVE PER SPECS. AND PLAN. NOTE: INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS, WIRE TO IRRIGATION CONTROLLER. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE OF THE FLOW SENSOR. ~-----FINISHED GRADE IN TURF AREAS ~----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PURPLE COVER USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "MV" ONTO LID. MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. ~-----~WARNING PLASTIC TAG "RECYCLED WATER -DO NOT DRINK" IN ENGLISH AND SPANISH -FINISHED GRADE IN SHRUB AREAS ~-I,,' \\i=:lffi':':ffj---24" WIRE LOOP WITH WATER PROOF WIRE CONECTORS USE WHITE AND RED COLOR WIRES WITH STRIPE j;::,;:j'.f=E;;Jl=:'::':1E;=i====VALVE ID TAGS ~ PVC SCH 40 FEMALE ,-J....._ _ _,.......,__,,..'d-ADAPTER, 2 REQUIRED PVC MAINLINE PURPLE PIPE FROM BACKFLOW PER SPECS. ~--PVC MAINLINE TO FLOW SENSOR, PURPLE "ALERT LINE" PIPE, SEE SPECS. 4"X6" BRICK SUPPORTS (4 REQ.) ~-------BRASS UNION ~--------BRASS NIPPLE TYP. ~---------LANDSCAPE FABRIC '------------3/4" ROCK, 2 CUBIC FT. NOTE: USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE MASTER VALVE ASSEMBLY. ~------FINISHED GRADE IN TURF AREAS ~-----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PURPLE COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BS", "RECYCLED WATER" ONTO LID. BASKET STRAINER, SEE LEGEND FOR SPECIFICATION ~-FINISHED GRADE IN SHRUB ~-AREAS I 111 ill ,-r\11:±[;';;t!f;';---wARNING PLASTIC TAG "RECYCLED WATER -DO NOT DRINK" :::Cf'ti--:::r== ,_? _-'-_'=i..,._ __ IN ENGLISH AND SPANISH PVC SCH 40 FEMALE ADAPTER j~--PVC MAINLINE PURPLE PIPE TO MASTER VALVE, PIPE PER SPECS. 4"X6" BRICK SUPPORTS (4 REQ.) ~-------BRASS UNION '----------BRASS NIPPLE TYP. LANDSCAPE FABRIC '------------3/4" ROCK, 2 CUBIC FT. ~-------------------PVC MAINLINE PURPLE PIPE NOTE: FROM P.0.C. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE BASKET STRAINER ASSEMBLY. NOTE: ~------------------METER AND VALVE BY DISTRICT ,-----------------METER BOX BY DISTRICT ~-----------BHASS OR COPPER 90 ELBOW (SOLDER JOINTS OR THREADED FITTINGS) ~----------BRASS OR COPPER NIPPLE LENGTH AS REQ. ~------R/P DEVICE SEE LEGEND FOR SPECIFICATION 2' MAX ~----BRASS BALL VALVE TYP. rtt-t----t---t---;==1-BRASS OR COPPER NIPPLES MIN. 4" TYP. BRASS OR COPPER 90 ELBOW (SOLDER JOINTS OR THREADED FITTINGS) 4 REQUIRED BRASS UNION BRASS RISERS LENGTH AS REQ. BACKFLOW ENCLOSURE 3" "-FINISH GRADE ' VC MAINLINE TO MASTER VALVE 36" MAX j L SCH 80 PVC FEMALE ADAPTER L BRASS OR COPPER NIPPLE 6" M!N. ~----CONCRETE SLAB, SEE BELOW ~------------1 CUBIC FOOT (2000 PSI) THRUST BLOCK ~--------------TYPE K HARD OR TYPE L HARD COPPER OR BRASS PUBLIC PRIVATE CONSUMERS RESPONSIBILITY TO BE INSTALLED PURSUANT TO MUNICIPAL CODE BOOK 14,08.010.4001-SEC 5 B TITLE 17 OF THE CALIFORNIA ADMINISTRATIVE CODE SECTION VIEW -N.T.S. CONCRETE SLAB SHALL BE MINIMUM 4" THICK. 18" WIDE AND EXTEND AT LEAST 8" PAST THE BACKFLOW ASSEMBLY PIPING. IF BACKFLOV\I ENCLOSURE IS SPECIFIED NOTE: ,----------INSTALL SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS 1-------POP-UP SPRINKLER HEAD, SPRAY OR ROTOR SEE LEGEND FOR SPECIFICATION ~----------PURPLE COVER 1/2" INSTALL SPRINKLER HEAD 1/2" ABOVE FINISHED GRADE IN SHRUB AND GROUND COVERS AREAS UNDISTURBED SOIL CONTRACTOR ASSEMBLED SWING JOINT, SIZE PER INLET, CONSISTING OF: TWO SCH. 40 PVC STREET ELLS ONE SCH. 40 PVC THO. ELL ONE 6" LONG SCH .. 80 NIPPLE ONE SCH. 80 NIPPLE, LENGTH AS REQ. " SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE PURPLE LATERAL PIPE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS 12" FROM ALL BUILDINGS AND WALLS. I _____________ _!s~E~C:!T:::I0::N::::V~IE::W:::· ::!N:!.T::!.s::·:__ _______________ t-----------------=S=E=C=T=IO=N=V=IE=W=·=N=.T=·=S'.:.. -------------~-----------_;S=E=C=T=IO=N=V=IE=W=·=N=·=T=.S=. --------------l IN THE LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER. I-NOTES· INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVER.SPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. SECTION VIEW· N.T.S. ® @ © BASKET STRAINER 1 THERE SHALL BE NO FITTINGS OR CONNECTIONS TO OTHER FACILITIES BETWEEN THE METER AND THE BACKFLOVV ASSEMBLY. FLOW SENSOR MASTER VALVE 2. BACKFLOW PREVENTER MAY NOT BE INSTALLED IN PUBLIC RIGHT-OF-WAY 3. CONSTRUCT 2' HIGH RETAINING WALL ON 3 SlDES OF BACKFLOW PREVENTER WHEN INSTALLED ON 4:1 OR GREATER SLOPE. PROVIDE·2' HORIZONTAL CLEARANCE BETWEEN WALLAND BACKFLOW PREVENTER 1----=---------------------------------f--------------------------------------+----------------------------------; 4. DO NOT INSTALL IN AREA SUBJECT TO FLOODING POP-UP SPRINKLER SIDE VIEW LEGEND 1. CONTROLLER ENCLOSURE. 2.0PTIONAL PEDESTAL. 3.POURED CONCRETE BASE.-6" FRONT VIEW }-~I<>,~-----~ I I I I I L _____ J =Ill=··::_"-·:"-·-,-_-.--: '1 11ill11111111 li .. ,ill~ = = =111=1 =111=111= 11=111= 5.DIRECT BURIAL CONTROL WIRES TO CONTROL VALVES. 6.FINISH GR.ADE. MIN. THICKNESS -EXTEND 6" BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE WITH 1/2% SLOPE FOR DRAINAGE. ?.CONTROLLER SUB-ASSEMBLY (CSA) INCLUDES GFI & TERMINAL STRIPS WITH PLACARDS. 4.PVC LONG SWEEP ELL -USE ONE SWEEP ELL PER CONTROLLER. 8.AUTOMATIC CONTROLLER. 9.120-VOLT SERVICE IN CONOUIT. SECTION VIEW -N. T.S. 0 HYDROSCAPE CONTROLLER ASSEMBLY METER BOX WI METER ----~ SIDEWALK -----~ CURB----~ 24" I APPROX. 8" POT ABLE SERVICE LINE 12" MIN. 10' MIN. TO POTABLE MAINLINE IN STREET C!t RECYCLED WATER IRRIGATION MAINLINE \IV/ SLEEVE _/ NOTE: VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24n FROM FACE OF SIDEWALK IWLL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. SECTION VIEW -N.T.S. @ POT ABLE SERVICE LINE CROSSING STREETS 3.5 FEET POTABLE SERVICE LINE --------~ (SEE IMPROVEMENT DRAWINGS) \ 12" MINIMUM REQUIRED VERTICAL SEPARATION RECYCLED WATER IRRIGATION ---------,.~. MAINLINE \IV/ SLEEVE 'g/ NOTE: ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABLED AS SPECIFIED IN: "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" "CARLSBAD RELAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS", OCTOBER 1993 SECTION VIEW -N.T.S. ®POTABLE MAINLINE CROSSING 12 " NOTE: 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE. 2. SET RCV AND VALVE BOX ASSEMBLY IN GROUND-COVER/SHRUB AREA WHERE POSSIBLE. 3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE 4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOXES. 14"X19" RECTANGULAR VALVE BOX TYP. l QUICK COUPLING VALVE BOX, TYP. 0 0 0 ' 0 0 0 0 12" ' u_ 12" 12" 12" TYP. PLAN VIEW~ N.T.S. CD VALVE BOX LAYOUT NOTE: 1. TWO MINIMUM PER SITE DESIGN NOTES: 2" SQ. ALUMINUM TUBE PAINTED TO MATCH FRAZEE "OR.ANGE PEAL" 2. FINISH GRADE 3 CONCRETE FOOTER 4. 9"x14"x1/8" ALUMINUM PAINTED TO MATCH PURPLE PMS #266 5 HP WHITE VINYL GRAPHICS SECTION VIEW -N.T.S. . 00 " CAUTI RECLAIMED WATER USED FOR IIRIGATION DO NOT DRINK CUIDADO AGUA RECLAMADA UNICAMENTE PARA REGAR PROHIBO TOMAR ® RECLAIMED WATER SIGN ' r 4 ~------FINISHED GRADE IN TURF AREAS I ~-----PURPLE PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER HEAT BRAND "QCV" ONTO LID. -II 3" -FINISHED GRADE IN SHRUB AREAS 4"MIN. ~ v~ 0 0 ---~ifliai.iffl---QUICK COUPLER VALVE, ACME THREADED SEE LEGEND FOR SPEC. ,,.---;i,-----GALV. PUNCH LDC (2 REQ.) ,.,,.----11-----BRASS NIPPLE (LENGTH AS REQ.) ~-4"X6" BRICK SUPPORTS (3 REQ.) ~ BRASS TRIPLE SWING JOINT (SIZE PER OCV) / USE TWO STREET ELLS, ONE NIPPLE (6" MIN. ?,;:---,--. LENGTH), AND ONE THREADED ELL FOR ASSEMBLY '---'L-"'e'..J'--'-MAINLINE, SEE SPECS. ,-----------#4 x 36" REBAR STAKE ~----------LANDSCAPE FABRIC '-------------3/4" ROCK, 1 CUBIC FT. NOTES: • USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. • QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. ® NOTE: SECTION VIEW· N.T.S QUICK COUPLER , ________ LOW VOLTAGE WIRES. 3 MAXIMUM ~------WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE ~~~~a-------CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE I&-~-----POLY TUBE PRE-FILLED WITH WATERPROOF GEL ,---LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 1/2" OF THE -"9111 INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR. TWIST CONNECTOR ONTO WIRES TO SEAT FIR.MLY. SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS WIRE CONNECTOR SHALL BE A 3M OBY DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR. A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 -3 #14 OR 2 #12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. @ WIRE CONNECTION INSTALL PER C.M.W.D. STANDARD DWG. #W-20 ® BACKFLOW DEVICE ~------FINISHED GRADE IN TURF AREAS !PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PURPLE COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION# ONTO LID. LATERAL LINE --- PURPLE PIPE FEMALEADAP .. ---:;:1Jl;,;i112 SCH. 80 PVC WARNING PLASTIC TAG ---' "RECYCLED WATER -DO NOT DRINK" IN ENGLISH AND SPANISH SCH. 80 UNION -----~ FINISHED GRADE IN SHRUB AREAS PRESSURE REGULATOR SEE LEGEND FOR SPECIFICATION 24" WIRE LOOP VALVE ID TAG PVC THO. ELL SCH 80 PVC '----'l""'f-\1,----CONTROL VALVE -:---SCH 80 PVC NIPPLE TYP. :,'.:,<:]---4"X6" BRICK SUPPORTS (4 REQ.) IRRIGATION MAINLINE PURPLE PIPE '--------3/4" CRUSHED GRAVEL TWO CUBIC FEET '----------LANDSCAPE FABRIC SECTION VIEW -N.T.S. @ REMOTE CONTROL VALVE CLEAN COMPACTED BACKFILL PAVING, BY OTHERS -- (2) WARNING TAPES I II -Ill UNDISTURBED SOIL 7 :ITT:::! I PER CHAF<T ------BELow·· LATER.AL LINE IN SLEEVE CONTROL WIRE IN SLEEVE MAINLINE IN SLEEVE NOTES: SLEEVES UNDER PEDESTRIAN PAVING SHALL BE SCH. 40, TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. SLEEVES UNDER VEHICLE PAVING SHALL BE SCH 80, THREE TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. TAPE CONTROL WIRES TO MAINLINE AT 1 0-FEET ON CENTER. .-, -_ :I - SLEEVE DEPTH CHART VEHICLE PAVING. 6" DIA. OR LESS VEHICLE PAVJNG -6" OJA. OR GREATER PEDESTRIAN PAVING -LESS THAN 3" DIA. PEDESTRIAN PAVING-3" TO 5-1/2" DIA. PEDESTRIAN PAVING-6" DIA. OR GREATER SECTION VIEW -N.T.S. SLEEVE INSTALLATION 36"COVER 48" COVER 18" COVER 24"COVER 36"COVER NOTE: ~-------FINISHED GRADE IN TURF AREAS -----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. ~-BALL VALVE, SEE LEGEND FOR SPECIFICATION ----FINISHED GRADE IN SHRUB AREAS .\..;----11,l""frr'J"'rfr----W,ARNING PLASTIC TAG "RECYCLED WATER -DO NOT DRINK" IN ENGLISH AND SPANISH ----BRICK SUPPORTS 1 '---------BRASS UNION ~--------BRASS NIPPLE ~-----------LANDSCAPE FABRIC ~------------3/4" ROCK. 2 CUBIC FT. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. SECTION VIEW. N.T.S. ® BALL VALVE DIMENSION 1/2" TO 2-1/2" IN SIZE 3" TO 6" IN SIZE (2) WARNING TAPES A 18" 24" FINISH GRADE -n!±±TT".;:!:±±,--CLEAN COMPACTED BACKFILL . ·..-1-1= 11111111:1 ~ '!-·+· +=· ==f-· -LATERAL LINES, PURPLE 11 111 PIPE, SEE SPECS. B 12" X 111 1 I l=ill: UNDISTURBED SOIL C 4" 4" PRESSURE MAINLINE, PURPLE PIPE, SEE SPECIFICATIONS SECTION VIEW -N.T.S. ® PIPE INSTALLATION FOR LANDSCAPE IRRIGATION PLANS SEE SHEETS L3.1-L3.6 (8 -13). FOR LANDSCAPE IRRIGATION LEGEND SEE SHEET L4.1 (14). APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. FOR LANDSCAPE SPECIFICATIONS SEE SHEETS L7.1-L7.4 (24 -27). R I D G E lANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 7604381155 wNW.ridgela.com "AS-BUILr DATE L.A. -------EXP. REVIEWED BY: INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE IRRIGATION DETAILS BRESSI RANCH LOT 33-39 APPROVED ( / J.!_ ~ .....\ br-~\\ PLANNING DWN BY SM PROJECT NO. CHKD BY __ R_S __ _ FIELD BY PIP05-06 DATE DRAWING NO. 442-5L I L4.2 ---DRIP TUBING RECOMMENDED INSTALLATION: 'AS PER LANDSCAPE DRAWINGS TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TO 5" BELOW FINISHED GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF THE TUBING. INSTALL TUBING AS INDICATED ON THESE DRAWINGS AND SECURE TO GRADE USING WIRE HOOP STAKES AT 5 FEET ON CENTER SPACING. . BACKFILL FINAL 3" OF SOIL OVER THE TUBING AFTER INSTALLATION OF THE TUBING SECTION VIEW -N.T.S. FINISHED GRA DE DRIP TUBING TYPICAL BOTH SIDES r SY FIT" RAIN BIRD "EA MDCFTEE FITT ING RAIN BIRD "EA MDCF50FPT 1/ SY FIT" 2" ADAPTER 1/2" SCH 80 T.0 LENGTH AS RE .E. NIPPLE QUIRED S FLEXIBLE 500-6F KING BROTHER NIPPLE, #FVN- MIPT x FIPT, 6" LENGTH) EE SCH. 40 PVC T SxSxT, LINE SIZ E BY 1/2" PVC LATERAL LINE 1111ml 11ml 11ml 11ml 11ml I I: I' I' 3" I 11 I I I I II 11-11111 I I II I I I I II 11:TT i' I IT ' --.-- 12" \ • l SECTION VIEW -N.T.S. XCZ-150-COM INLET 1-1/2" FPT r------------------------OUTLETS (2) 1" FPT ------, ' ' 1 ~· 1 CONTROLZONEKIT: I RAIN BIRD XCZ-150-COM I 14 1/4" ±1/2" 1 Q 1 /2" ±1/2" I (INCLUDES 150PE:SB VALVE, PVC TEE, : J : OKCHK100 BASKET FILTERS (2) AND 1 1 PSI M40X-100 PRESSURE REGULATORS (2) I I FOR DEMANDS 16 GPM ANO GREATER ' . ' ' ' 150-PE~;-_-_-_-_-~--c--22"112"±112" -__ f ______ J 1-1/2" RCV PLAN VIEW -N.T.S. USE XCZ-100-COM-B, (1") CONTROL ZONE KIT FOR DEMANDS LESS THAN 16 GPM USE XCZ-150-COM, (1-112") CONTROL ZONE KIT FOR DEMANDS 16 GPM AND GREATER ~---PVC SCH 40 ELL ~--PVC SCH 80 NIPPLE (TYPICAL. LENGTH AS REQUIRED) R.C.V. IDTAG PLASTIC RECTANGULAR RAIN BIRD VB-JMB JUMBO VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HAROSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION# ONTO LID. LIO SHALL BE ''TAN" IN COLOR. 3"MIN. ,...--FINISHED GRADE IN SHRUB AREAS =1111 11, 1111 ONTROL ZONE KIT: RAIN BIRD XCZ-100COM XCZ-100-B-COM r---- PRESSURE REG. FILTERl -------------- :11 -I (INCLUDES FPT BALL VALVE, 111 I 100-PESB VALVE, QKCHK100 BASKET =11 . FILTER AND PSI-M40X-100 ' ' ' ' ' I -11 ITT PRESSURE REGULATOR) PVC SCH 40 MALE ADAPTER PVC LATERAL TO DRIP SYSTEM '>,------PVC SCH 40 MALE ADAPTER 11------PVC SCH 80 UNION PVC SCH 80 NIPPLE MAINLINE ~------LANDSCAPE FABRIC L '---------3/4" WASHED GRAVEL, 2 CUBIC FT. 3'' MINIMUM DEPTH PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL PVC SCH 40 TEE OR ELL SECTION VIEW -N I S @ DRIPLINE CONNECTION @ DRIPLINE CONNECTION @ DRIP RCV ASSEMBLY =Ill =1111=1111=1111= 45 DEGREE ELL THRUST BLOCKS TO BE 1 CUBIC FT OF CONCRETE THRUST BLOCKS TO BE USED FOR 3" AND LARGER PLASTIC PIPE WRAP PLASTIC FITTINGS USING BLACK PIPE TAPE ,--MAINLINE PIPE -------j 90 DEGREE ELL ------CONCRETE THRUST BLOCK, TYPICAL ----c~_J--- -MAINLINE PIPE JllT_ I -,, II ~I ia, r=--UNDISTURBED SOIL ALL CONCRETE TO BE PORTLAND CEMENT 420-C-2000 TEE - + + . + + + . + . + . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + PLAN VIEW -N.T.S. THRUST BLOCKS o- <&.,, ~~ ~o 2-0 ~gs 003 =ooO -0 0 ~-o Of] 0 ~oo ~ ~g . ~gi; c,o •oo . oo ---------4-INCH GRATE (INCLUDED) ,,--------ROOT WATERING SYSTEM: RAIN BIRD RWS-BCG (INCLUDES 1401 0.25 GPM BUBBLER WITH RISER. CHECK VALVE. GRATE, SWING ASSEMBLY, 112" MALE NPT INLET. AND BASKET CANISTER) '----FINISH GRADE ..______ _____ BUBBLER: RAIN BIRD 1401 0.25 GPM (INCLUDED) ..0 o. oo o~,,_ o. • g~ ::Ji!---------cHECK VALVE (INCLUDED) •o •• 0 0 ~~ _. _______ OPTIONAL PEA GRAVEL OR RWS SAND SOCK (RWS-SOCK) FOR SANDY SOILS ~~i:::::-=--=--=--=--=-=_:F_::IL::L_:W:_:IT:_:H.:_3::/4" GRAVEL TO BOTTOM OF CHECK VALVE F: 112-INCH PVC SCH 80 NIPPLE (INCLUDED) ~JI----------1/2-INCH 90-DEGREE ELBOW (INCLUDED) ~__:it;'.,~2!'.~~;c,,,=-=-----=~:::::::::===:~-12-INCH SWING ASSEMBLY (INCLUDED) • -~o ••• mo•oo· . oo.o •oo o,. • 1/2-INCH MALE NPT INLET (INCLUDED) PVC SCH 40 TEE OR EL ~-----LATERAL PIPE 4-INCH BASKET WEAVE CANISTER (INCLUDED) '-----------------------ROOT BALL OF TREE SECTION VIEW -N.TS. --------ROOT BALL OF TREE ,,-----BUBBLER HEADS PER LEGEND AND AS SHOWN ABOVE 2 BUBBLERS PER TREE PLAN VIEW -N.T.S ROOT WATER SYSTEM ---------FINISHED GRADE IN TURF AREAS ....----RAINBIRD ARV-100 VALVE KIT, AIR/ VACUUM RELIEF VALVE ....---PLASTIC ROUND VALVE BOX, 6" SIZE HEAT BRAND "ARV" ONTO PURPLE LID. r--PLASTIC ROUND VALVE BOX, 6" SIZE I HEAT BRAND "AFV" ONTO PURPLE LID. n,----~--.,,t ~L ______ T-/,~~~~!'6-FINISHED GRADE PURPLE VALVE BOX------2" MIN. IN SHRUB AREAS SEE SPECS. I m---m ~" ;rg-FINISHED GRADE IN SHRUB AREAS LINE FLUSHING -----H----a11lf11ili'11a 11111 i' I I I I I 11=111= 11-\l--wARNING PLASTIC TAG 111 i' 1111 i111 =111=111 11=111= SUBSURFACE DRIP TUBING BRICK SUPPORTS (1 OF 3) LANDSCAPE FABRIC 3/4" ROCK, 1 CUBIC FT. RAINBIRD EASY FIT TEE, MDCFTEE AND FPT ADAPTER-MDCF75FPT WARNING PLASTIC TAG "RECYCLED WATER -DO NOT DRINK" IN ENGLISH AND SPANISH SECTION VIEW -N.T.S. V AL VE TL050MFV-1 S x 1/2" PVC 90 ELL (SIZE AS REQ'D) BRICK SUPPORTS ----' (THREE REQUIRED) 3/4" GRAVEL SUMP -------lw:' (1 CUBIC FOOT) ,U..--1..J,----<,.-_j "RECYCLED WATER -DO NOT DRINK" IN ENGLISH AND SPANISH ------.,__ __ I I----- SECTION VIEW -N.T.S. PVC LATERAL (OR EXHAUST HEADER) DRIP AIR RELIEF VAL VE @ DRIP FLUSH VAL VE 12" MIN. ORAS SITE REQUIRES • .,----SHRUB ADAPTER ROTOR HEAD, SEE LEGEND FOR SPECIFICATION ,,-----SCH 80 PVC NIPPLE, SIZE PER INLET LENGTH AS REQUIRED, 2 REQUIRED ,,------CHECKVALVE VANDAL-PROOF CLAMP USE IN 3 PLACES REBAR STAKE. 2 REQUIRED #4 X 30" LENGTH ~---ULTRA-VIOLET RESISTANT PVC STREET ELLS, 2 REQUIRED, AND UVR PVC TEE OR ELL ..----1rT1i=1::~11ht.--ULTRA-VIOLET RESISTANT SCH 40 PVC PIPE WITH RECYCLED WATER LABEL, SEE PLANS FOR SIZE 111111 11m111m1 Im I If mmmm1111 iT L FINISH GRADE l_!=i i iil_!=i i iil_!=i I i'.(=11111_!=1 il_!=l i lil_!=l i lil_!I !!.~ #4 x 18" REBAR J-HOOK, SPACE -~ ~ ~-~ ~ ~ ~ -AT 8' ON CENTER, TYPICAL DRIPLINE BLANK LATERAL MDC POLY CONNECTION FITTINGS TO DRIPLINE LATERALS DRIPLINE BLANK LATERAL-~- AIR/VACUUM RELIEF VALVE -• ------- ------- CONNECTION TO PVC LATERAL SEE LEGEND FOR TYPE ----PVC HEADER SIZE PER PLAN MIN. SIZE 3/4" PVC HEADER---- MIN. 3/4" SIZE FLUSH VALVE-----4 -IRRIGATION RCV LD IN-LINE TUBING IN ROWS 14 -16 INCHES ON CENTER ON LEVEL GROUND. INSTALL DRIP FLUSH VALVE PER DETAIL AT THE END OF EACH TUBING SECTION PER PLAN INSTALL AIR RELIEF VALVES PER DETAIL, AT HIGH POINTS OF EACH TUBING SECTION PER PLAN. RUN AIR/VACUUM RELIEF BLANK TUBING LATERAL ALONG HIGH POINT OF MOUND OR BERM. ATTACH ALL IN-LINE DRIP TUBING TO BLANK LATERAL. MORE THAN TWO RELIEF VALVES MAY NEED TO BE INSTALLED PER SECTION PLAN VIEW -N.T.S. DRIPLINE CONNECTION NOTE: ALL PIPE INSTALLED ON GRADE TO BE SCH 40 ULTRA-VIOLET RESISTANT PVC. SPRINKLER HEAD ASSEMBLY TO BE INSTALLED PLUMB. DO NOT INSTALL SPRINKLER HEAD ASSEMBLY CLOSER THAN 36" TO SIDEWALKS, CURBS, DRIVEWAYS OR PEDESTRIAN AREAS. FOR LANDSCAPE IRRIGATION PLANS SEE SHEETS L3.1-L3.6 (8 -13). FOR LANDSCAPE IRRIGATION LEGEND SEE SHEET L4.1 (14). FOR LANDSCAPE SPECIFICATIONS SEE SHEETS L7.1-L7.4 (24-27). SECTION VIEW -N.T.S. @ON-GRADE PIPE/RISER INSTALLATION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 760 4381155 www.ridgela.com "AS-BUIL r L.A. EXP. REVIEWED BY: INSPECTOR DATE DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'O CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE IRRIGATION DETAILS BRESSI RANCH LOT 33-39 APPROVED IM• l I 4f, ~1f PLANNING DWN BY SM PROJECT NO. CHKD BY RS ---- FIELD BY PIP05-06 DATE DRAWING NO. 442-5L L4.3 1 Su 1 0, r- t·,.· ' ' . ', \ \ ' \ \, \ 1,, ' \\ \ )/ \ \ I I I \ - I . . I . \ EXISTING SLO~E P~ANTl~G AND jRRIG/\TlpN TO ~ PROTECTED IN, PLAl;:E. Fl~L IN ANY BARE AREAS WITH MATCHING SPECIES OF TREES, SHRUBS, GROUND ,\;OVER AND EROSION C<\)NTROL f;ABRI AS REQUl~ED TO MEEf LA~DSCARE MANVAL REQUIREMENTS\ . \ \ \. . . . ., .. \ \ ;\ t. /' \ ·:.<\ i ,, \ \ \ \ \ \ \ \ \ \ \ \\ \\ \\ ' \ NOTE! \ \ \ \ \ \ I \ \ \ \ \ \ \ \ \ PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. □ □ D □ □ ---=s,,,, P~RAIRPORT ROAD ")~-" ___ ,;,,.,, .•. ,? --<.___-• --- BUILDING 'F' V V ·• V \ 0 ;.; BUILDING 'G' 0 FOR PLANTING DETAILS AND NOTES, SEE SHEET L6.1 (23). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (24 -27). 0 10 20 40 60 ---- KEYMAP NOTTO SCALE SCALE AND NORTH '•·· \·· ·,,, '-\, I\ Ill :j .: .... \. \ <',~ ~--I ~k ·. ' '· I , -- \ 1 * I I ·- • \ ' 0 ; . --·" .. \· .. . . , ... , .. .. " . . . "\ ·;- , ' \, : ,,._ -, / ' , ' I . l lr r Al>-!!:-' ' // .,,, ,\ctROPERTYUi.EI. -\.-. / /9::,,"_ RIGHT'0-F-WAY·, . ', 0-----EXISTING SEE; •. GITY LINE, TYPICAL \\,,,--_ .. DSCAPE AREA, _.-- RAWING #40_~'1.---- ~ / ) DENOTES SOIL SAMPLE LOCATION -REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L6.1, FOR ADDITIONAL INFORMATION. DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. ROOT BARRIERS INSTALLED ADJACENT TO THE BIO-SWALE, SHALL NOT INTERFERE WITH DRAINAGE TO OR FROM THE BIO-SWALE SYSTEM. NOTE: MULCH ALL LANDSCAPE AREAS WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. NOTE: PRIOR TO BEGINNING LANDSCAPE WORK, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT TO REVIEW FINAL PROJECT UTILITY LOCATIONS. ALL UTILITIES ARE TO BE FULLY SCREENED FROM VIEW. R I D G E lA~DSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 7604381155 www.ridgela.com L.A. REVIEWED BY: INSPECTOR "AS-BUILr DATE EXP. DATE I I I PLANTING LEGEND SYMBOL BOTANICAL/ COMMON NAME MINIMUM SIZE COMMENTS DETAIL QTY. TREES: • ACACIA MELANOXYLON I 15 GAL. TH X 2W X 1" CAL. A,B 10 BLACKWOOD ACACIA STD. □ JACARANDA MIMOSIFOLIA I 36" BOX 104'H X 5'W X 2-112" CAL A 10 JACARANDA STD. ◊ METROSIDEROS EXCELSUS I 24" BOX 9'H X 4'W X 1-1/2" CAL A,B 33 NEW ZEALAND CHRISTMAS TREE STD. •• SCH IN US MOLLE I 24" BOX 8'H X 5'W A,B 18 • CALIFORNIA PEPPER MUL Tl-TRUNK I TIPUANA TIPU I 24" BOX 9H X 4'W X 1-112" CAL A,B 27 TIPU STD. LOPHOSTEMON CONFERTUS I 24" BOX TH X 2W X 1" CAL. A,B 57 BRISBANE BOX STD. SHRUBS, GROUNDCOVERS and VINES: ® Q 0 0 0 , . ~ ~ r-:::-7 ~ BOUGAINVILLEA '00-LA-LA' BOUGAINVILLEA CARISSA M. 'GREEN CARPET' NATAL PLUM COPROSMA R 'MARBLE QUEEN' MIRROR PLANT DIETES B!COLOR I BUTTERFLY IRIS HEMEROCALLIS HYRBRID I DAYLILY LANTANA MONTIVEDENSIS I PURPLE LANTANA LIGUSTRUM J. 'TEXANUM' I TEXAS PRIVET MUHLENBERGIA 'REGAL MIST' I N.C.N. MYOPORUM 'SOUTH COAST' I MYOPORUM PARTHENOCISSUS TRICUSPIDATA/ BOSTON IVY PITTOSPORUM T 'VARIEGATA' I VARIEGATED TOBIRA RHAPHIOLEPIS L 'SPRINGTIME'/ !NOIA HAWTHORN ROSMARINUS 0. 'PROSTRATUS' / PROSTRATE ROSEMARY STIPA TENUISSIMA I MEXICAN FEATHER GRASS STRELITZIA REGINAE I BIRD OF PARADISE TRACHELOSPERMUM ASIATICUM I ASIATIC JASMINE FESTUCA 'MARATHON II' I MARATHON FESCUE 5GAL. 5GAL. 5 GAL. 5 GAL. 1 GAL. 5 GAL 5GAL 5GAL FLATS 1 GAL 5 GAL 5 GAL. FLATS 1 GAL 5GAL 1 GAL SODDED 'NO-MOW' FINE FESCUE BLEND SODDED AVAILABLE AT PACIFIC SOD (800) 942-5296 HYDROSEED MIX: BROMUS HORDEACEUS / BLANDO BROME TRI FOLi UM HIRTUM 'HYKON' / HYKON ROSE CLOVER VULPIA MYUROS 'HIRSUTA' I ZORRO ANNUAL FESCUE 36"0.C. 36"0,C, 30" O.C. 36" O.C. 24"0,C. 36" O.C. 30"0.C. 36" O.C. 18" O.C. 8' O.C. 42" 0.C. 48" 0.C. 12" O.C. 30"0.C. 48" 0.C, 12" O.C. SEED PER ACRE 24 LBS. 10 LBS. 6 LBS. 40 LBS. C,D,F C,D,F C,D,F C,D,F C,D,F C,D,F C,D.F C,D,F C,D,F E C,D,F C,D,F F C,D,F C,D,F F 79 242 245 331 523 288 153 144 PER PLAN 74 286 415 PER PLAN 577 173 2,544 8,760 S.F. 6,163 SF 311,016 S.F. SYMBOL BOTANICAL/ COMMON NAME SYMBOL BOTANICAL/ COMMON NAME EXISTING TREES (OUTLINES SHOWN DASHED): • ◊ + I NOTE: THE LETTER (E) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE PROTECTED IN PLACE. THE LETTER (R) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE THAT IS TO BE REMOVED. ACACIA MELANOXYLON / D JACARANDA MIMOSIFOLIA I BLACKWOOD ACACIA JACARANDA METROSIDEROS EXCELSUS I I:; PLAT ANUS RACEMOSA / NEW ZEALAND CHRISTMAS TREE CALIFORNIA SYCAMORE PODOCARPUS GRACILIOR I •• SCHINUS MOLLE I FERN PINE • CALIFORNIA PEPPER TIPUANA TIPU / ++ LOPHOSTEMON CONFERTUS / TIPU BRISBANE BOX EXISTING SHRUBS and GROUNDCOVERS: ARBUTUS UNEDO 'COMPACTA'/ STRAWBERRY BUSH HEDERA HELIX 'HAHNSII' I HAHN'S IVY MYOPORUM 'SOUTH COAST'/ MYOPORUM ROSMARINUS 'TUSCAN BLUE' i ROSEMARY STRELITZIA REGINAE I BIRD OF PARADISE FE STU CA 'MARA THON 11' i MARATHON FESCUE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT OATE BY DESCRIPTION APP'D REVISIONS LANDSCAPE PLANTING PLAN BRESSI RANCH LOT 33-39 APPROVED -I ~-1--). l:t-, ~Loh PLANNING OWN BY LA CHKD BY_-'R-"S'---- FIELD BY PROJECT NO. PIP05-06 DATE DRAWING NO. 442-5L L5.1 ,\ \ '\, \-. \) \ I 'y I I I I I I I I --I I I I I I I I I I -· NOTE / __ I / /"'v- / 'I• •• I • ' i i ~-' ____ _ [ \ \ PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. r KEYMAP NOTTO SCALE f"•. :,1_;>~ f;·L.,0 .. , ___ ... /1 / r"j ' \f : \ 0 BUILDING 'A' I !. . FOR PLANTING DETAILS AND NOTES, SEE SHEET L6.1 (23). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L?.1 -L?.4 (24 -27). 0 10 20 40 60 SCALE AND NORTH ---- BUILDING 'B' 0 'C' I I DENOTES SOIL SAMPLE LOCATION -REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L6.1, FOR ADDITIONAL INFORMATION. DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE, ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. ROOT BARRIERS INSTALLED ADJACENT TO THE BIO-SWALE, SHALL NOT INTERFERE WITH DRAINAGE TO OR FROM THE BIO-SWALE SYSTEM. NOTE, MULCH ALL LANDSCAPE AREAS WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. NOTE, PRIOR TO BEGINNING LANDSCAPE WORK, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT TO REVIEW FINAL PROJECT UTILITY LOCATIONS. ALL UTILITIES ARE TO BE FULLY SCREENED FROM VIEW. PLANTING LEGEND SYMBOL BOTANICAL/ COMMON NAME MINIMUM SIZE TREES, ACACIA MELANOXYLON I 15 GAL. • BLACKWOOD ACACIA STD. □ JACARANDA MIMOSIFOLIA I 36" BOX JACARANDA STD. ◊ METROSIDEROS EXCELSUS I 24" BOX NEW ZEALAND CHRISTMAS TREE STD. •• SCH IN US MOLLE I 24" BOX • CALIFORNIA PEPPER MUL Tl-TRUNK TIPUANA TIPU / 24" BOX I TIPU STD. LOPHOSTEMON CONFERTUS / 24" BOX BRISBANE BOX STD. SHRUBS, GROUNDCOVERS and VINES, ® <ID 0 BOUGAINVILLEA 'OO-LA-LA' BOUGAINVILLEA CARISSA M. 'GREEN CARPET' NATAL PLUM COPROSMA R. 'MARBLE QUEEN' MIRROR PLANT DIETES BICOLOR I BUTTERFLY IRIS 5GAL. 5GAL. 5GAL. 5GAL. 0 HEMEROCALLIS HYRBRID / DAYLILY 1 GAL. 0 .. (0 0 --- ~ ~ ~ l:...__::_J LANTANA MONTIVEDENSIS / PURPLE LANT ANA LIGUSTRUM J. 'TEXANUM' I TEXAS PRIVET MUHLENBERGIA 'REGAL MIST'/ N.C.N. MYOPORUM 'SOUTH COAST' I MYOP0RUM PARTHENOCISSUS TRICUSPIDATA / BOSTON IVY PITTOSPORUM T. 'VARIEGATA' / VARIEGATED TOBIRA RHAPHIOLEPIS I. 'SPRINGTIME'/ INDIA HAWTHORN ROSMARINUS 0. 'PROSTRATUS' / PROST RA TE ROSEMARY STIPA TENUISSIMA / MEXICAN FEATHER GRASS STRELITZIA REGINAE/ BIRD OF PARADISE TRACHELOSPERMUM ASIATICUM / ASIATIC JASMINE FESTUCA 'MARA THON II'/ MARATHON FESCUE 5GAL. 5GAL. 5 GAL. FLATS 1 GAL. 5GAL. 5GAL. FLATS 1 GAL. 5 GAL. 1 GAL. SODDED 'NO-MOW' FINE FESCUE BLEND SODDED AVAILABLE AT PACIFIC SOD (800) 942-5296 HYDROSEED MIXi BROMUS HORDEACEUS I BLANDO BROME TRIFOLIUM HIRTUM 'HYKON' / HYKON ROSE CLOVER VULPIA MYUROS 'HIRSUTA' I ZORRO ANNUAL FESCUE COMMENTS 7'HX2WX1"CAL. 104'H X 5'W X 2-1/2" CAL. 9'H X 4'W X 1-112" CAL. 8'H X 5'W 9H X 4'W X 1-1/2" CAL. TH X 2W X 1" CAL. 36" o.c. 36"O.C. 30"O.C. 36"O.C. 24"O.C. 36" O.C. 30"O.C. 36" O.C. 18" O.C. 8' O.C. 42"O.C. 48" O.C. 12" O.C. 30"O.C. 48" O.C. 12" o.c. SEED PER ACRE 24 LBS. 10 LBS 6 LBS. --40 LBS. DETAIL QTY. A,B 10 A 10 A,B 33 A,B 18 A,B 27 A,B 57 C,D,F 79 C,D,F 242 C,D,F 245 C,D,F 331 C,D,F 523 C,D,F 288 C,D,F 153 C,D,F 144 C,D,F PER PLAN E 74 C,D,F 286 C,D,F 415 F PER PLAN C,D,F 577 C,D,F 173 F 2.544 8,760 S.F. 6,163 S.F. 311,016 S.F. SYMBOL BOTANICAL/ COMMON NAME SYMBOL BOTANICAL/ COMMON NAME EXISTING TREES (OUTLINES SHOWN DASHED)! NOTE, THE LETTER (E) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE PROTECTED IN PLACE. THE LETTER (R) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE THAT IS TO BE REMOVED. • ACACIA MELANOXYLON I □ BLACKWOOD ACACIA ◊ METROSIDEROS EXCELSUS / f:,. NEW ZEALAND CHRISTMAS TREE + PODOCARPUS GRACILIOR / •• FERN PINE • I TIPUANA TIPU I u TIPU EXISTING SHRUBS and GROUNDCOVERSi ARBUTUS UNEDO 'COMPACTA'/ STRAWBERRY BUSH HEDERA HELIX 'HAHNSII' / HAHN'S IVY MYOPORUM 'SOUTH COAST' I MYOPORUM ROSMARINUS 'TUSCAN BLUE' / ROSEMARY STRELITZIA REGINAE / BIRD OF PARADISE FESTUCA 'MARATHON II' I MARATHON FESCUE JACARANDA MIMOSIFOLIA / JACARANDA PLATANUS RACEMOSA I CALIFORNIA SYCAMORE SCHINUS MOLLE / CALIFORNIA PEPPER LOPHOSTEMON CONFERTUS I BRISBANE BOX APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT DATE R I D G E L.A. EXP. LANDSCAPE ARCHITECTS REVIEWED BY: 755 Raintree Drive, Suite 300 Carlsbnd, CA 92009 Tel 760 4381002 Fax 7604381155 W'MI.J.ridgela.com INSPECTOR DATE DATE BY DESCRIPTION APP'D REVISIONS LANDSCAPE PLANTING PLAN BRESSI RANCH LOT 33-39 APPROVED ! l~l· \ PLANNING OWN BY __ LA __ _ CHKD BY_...cRccS __ _ FIELD BY PROJECT NO. PIP05-06 DATE DRAWING NO. 442-SL L5.2 ' I ,, /' I{- I I \ ' 0 / I \ ' ,-_/, ("' ,_;•··;' ·' _..A;-......... / ' ~ (E) I A ' I ---, ' \ ~E; I □1 \ ;□ ,/ I ··---~ I ' ,/ ---- \ I I \ /□ \ ' \ I / ·-····· ~-·· ~· ... I . ' '-,/ - EXISTING SLOPE PLANTING AND IRRIGATION TO BE PROTECTED IN PLACE. FILL IN ANY BARE AREAS WITH MATCHING SPECIES OF TREES, SHRUBS. GROUND COVER AND EROSION CONTROL FABRICS AS REQUIRED TO MEET LANDSCAPE MANUAL REQUIREMENTS. - / ', I ---I ' ' -- \ u, ' \ (E) I ' I \ /□ \ \ ' I ,/ ' '' -~~-- ' / '· ,/ , ' ' , ' )e~) _) • / I L □I \ I \ \ ' ····-....::: '~ . ' / I I /□ ✓ '- I I ' (E) \ \ '' \ J. ,_,.,. ',, I - A -..__ \ -\ ' D.L \ (E) \ /□ r/ \ ' I I '' ,/ I ' ,(q-\ \ , -· '"" ..... I I /□ ' ,.. --. ~ \ ' ' /□ \ ' -/ I ,/ \ --•· ----I ~••-' I - / ' ,, ' ·-·--· ~····· ·/ -✓ I " '-, s ;::. = ..er( EJ I I I -□-1...,,-,:-~\==-t-_\ __ \ --,--, \ ,,. /· . ur: .> I PALOMAR AIRPORT ROAD ---/ PROPERJY,tlNE/ ✓---, ,, '/ti", ', ·";···"<_. RIGHT-OF-WAY ---./4 ~ ~ ~ , /v / /~ ,-: "/ -. .,) I I '" = "-' I' ' , , , I" .,. , PLANTING LEGEND SYMBOL BOTANICAL I COMMON NAME TREES: • D ◊ •• • I ACACIA MELANOXYLON I BLACKWOOD ACACIA JACARANDA MIMOSIFOLIA I JACARANDA METROSIDEROS EXCELSUS / NEW ZEALAND CHRISTMAS TREE SCH IN US MOLLE I CALIFORNIA PEPPER TIPUANA TIPU / TIPU LOPHOSTEMON CONFERTUS I BRISBANE BOX SHRUBS, GROUNDCOVERS and VINES: ® 0 0 0 .. 0 ~ ~ ~ ~ ' ' ' ' BOUGAINVILLEA 'O0.LA-LA' BOUGAINVILLEA CARISSA M. 'GREEN CARPET' NATAL PLUM COPROSMA R 'MARBLE QUEEN' MIRROR PLANT DIETES BICOLOR I BUTTERFLY IRIS HEMEROCALLIS HYRBRID I DAYLILY LANTANA MONTIVEDENSIS I PURPLE LANTANA LIGUSTRUM J. 'TEXANUM' I TEXAS PRIVET MUHLENBERGIA 'REGAL MIST' I N.C.N. MYOPORUM 'SOUTH COAST' I MYOP0RUM PARTHENOCISSUS TRICUSPIDATA I BOSTON IVY PITTOSPORUM T. 'VARIEGATA' / VARIEGATED TOBIRA RHAPHIOLEPIS I. 'SPRINGTIME'/ INDIA HAWTHORN ROSMARINUS 0. 'PROSTRATUS' / PROSTRATE ROSEMARY STIPA TENUISSIMA I MEXICAN FEATHER GRASS STRELITZIA REGINAE/ BIRD OF PARADISE TRACHELOSPERMUM ASIATICUM / ASIATIC JASMINE MINIMUM SIZE 15 GAL. STD. 36" BOX STD. 24" BOX STD. 24" BOX MUL Tl-TRUNK 24" BOX STD. 24" BOX STD. 5GAL 5 GAL. 5GAL. 5 GAL 1 GAL. 5 GAL 5 GAL 5 GAL. FLATS 1 GAL 5 GAL 5 GAL FLATS 1 GAL 5 GAL. 1 GAL. COMMENTS 7'H X 2W X 1" CAL. 104'H X 5'W X 2-1/2" CAL. 9'H X 4'W X 1-1/2" CAL. 8'H X 5'W 9H X 4'W X 1-1/2" CAL 7'H X 2W X 1" CAL. 36"O.C. 36" O.C. 30" O.C. 36"O.C. 24" o.c. 36" O.C. 30" o.c. 36"O.C. 18" o.c. 8' o.c. 42"O.C. 48"O.C. 12" o.c. 30"O.C. 48" O.C. 12" o.c. DETAIL A,B A A,B A,B A,B A,B C,D,F C,D,F C,D,F C.D,F C,D,F C,D,F C,D,F C,D,F C,D,F E C,D,F C,D,F F C,D,F C,D,F F QTY. 10 10 33 18 27 57 79 242 245 331 523 288 153 144 PER PLAN 74 286 415 PER PLAN 577 173 2,544 I BLDG 'C' BUILDING 'D' 0 BUILDING 'E' 0 ~ ~ ~ FESTUCA 'MARATHON II' I MARATHON FESCUE SODDED 8,760 SF I NOTE: PRIOR TO THE START OF GRADING. THE APPLICANT OR APPLICANT"S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. KEYMAP NOTTO SCALE I: 1. MATCHLINE -SEE SHEET L5.4 (20) ' " FOR PLANTING DETAILS AND NOTES, SEE SHEET L6.1 (23), FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (24 -27). 0 10 20 40 60 SCALE AND NORTH ---- DENOTES SOIL SAMPLE LOCATION-REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L6.1, FOR ADDITIONAL INFORMATION. DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. ROOT BARRIERS INSTALLED ADJACENT TO THE BIO-SWALE, SHALL NOT INTERFERE WITH DRAINAGE TO OR FROM THE BIO-SWALE SYSTEM. NOTE: MULCH ALL LANDSCAPE AREAS WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. NOTE: PRIOR TO BEGINNING LANDSCAPE WORK, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT TO REVIEW FINAL PROJECT UTILITY LOCATIONS. ALL UTILITIES ARE TO BE FULLY SCREENED FROM VIEW. R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Su1le 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 7604381155 www.ridgela.com L.A. REVIEWED BY, INSPECTOR "AS-BUILr DATE EXP. DATE 'NO-MOW' FINE FESCUE BLEND SODDED AVAILABLE AT PACIFIC SOD (800) 942-5296 HYDROSEED MIX: BROMUS HORDEACEUS i BLANDO BROME TRI FOLi UM HIRTUM 'HYKON' I HYKON ROSE CLOVER VULPIA MYUROS 'HIRSUTA' I ZORRO ANNUAL FESCUE SEED PER ACRE 24 LBS. 10 LBS. 6 LBS. --40 LBS. 6,163 S.F. 311,016 SF. SYMBOL BOTANICAL I COMMON NAME SYMBOL BOTANICAL/ COMMON NAME EXISTING TREES (OUTLINES SHOWN DASHED): NOTE: THE LETTER (E) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE PROTECTED IN PLACE. THE LETTER (R) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE THAT IS TO BE REMOVED. • ◊ + I ACACIA MELANOXYLON / BLACKWOOD ACACIA METROSIDEROS EXCELSUS I NEW ZEALAND CHRISTMAS TREE PODOCARPUS GRACILIOR / FERN PINE TIPUANA TIPU I TIPU EXISTING SHRUBS and GROUNDCOVERS: □ JACARANDA MIMOSIFOLIA I JACARANDA t:,. PLA TANUS RACEMOSA / CALIFORNIA SYCAMORE •• • t): SCHINUS MOLLE I CALIFORNIA PEPPER LOPHOSTEMON CONFERTUS I BRISBANE BOX ARBUTUS UNEDO 'COMPACTA'/ STRAWBERRY BUSH HEDERA HELIX 'HAHNSII' I HAHN'S IVY MYOPORUM 'SOUTH COAST'/ MYOPORUM ROSMARINUS TUSCAN BLUE' I ROSEMARY STRELITZIA REGINAE I BIRD OF PARADISE FESTUCA 'MARATHON II' I MARATHON FESCUE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE PLANTING PLAN BRESSI RANCH LOT 33-39 APPROVED -I I~--✓ ¢r-~i\ ~-~.()< PLANNING DATE ' ' :===========~=======:=:' i-----;--;---------------------,----1 DWN BY -~L~A~--DATE BY DESCRIPTION APP'D -PROJECT NO. DRAWING NO. 442-SL REVISIONS CHKD BY _.:cR:::S __ FIELD BY PIP05-06 L5.3 F I t-c~ ('0/C/.l ,...,,tL .. 1 I I , .. I I MATCHLINE -SEE SHEET L5.3 (19) ,(!/;•, ..... "I I 0 . ·'4-.,. t;F-A SS ·· S tft:4/} .. IH' BUILDING .'I' V V V V V V V V V V V V V V V V V V V V NOTE: PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING. RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS. WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. D □ D □ PALOMAR .1•a ORT ROAD . . '" ~ ~ 0 KEYMAP NOTTO SCALE 1--/ ~-.) I ·:c.,, I ---·········•·l-- ~1( I I .. / -···~ l\. •:/· ·/"••· !,.: ........... ,,. i EXISTING'l.ANDSCAPE AREA, sEE! crrY DRAWING #400-BN- FOR PLANTING DETAILS AND NOTES, SEE SHEET L6.1 (23). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (24 -27). 10 20 40 60 SCALE AND NORTH 8 8 8 .;-··•< .. "' . '• . ..,,, ./ ~ -... ·- T MAND HYDROSEED COVER CROP. ON NIMPROVED PAD REQUIRED ONLY IF AREA IS NO SCHEDULED FOR IMPROVEMENTS W,ITHIN 6 MON HS OF . COMPLETION OF RQUGH GRA ING. . ¥ ,....._,,--:;--V + /~ .:-,-~ "' ~ ,,vwsv 1. I <? ::-jE) -- DENOTES SOIL SAMPLE LOCATION -REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L6.1. FOR ADDITIONAL INFORMATION. • --• DENOTES ROOT BARRIER. TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE. PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION. (800) 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. ROOT BARRIERS INSTALLED ADJACENT TO THE BIO-SWALE. SHALL NOT INTERFERE WITH DRAINAGE TO OR FROM THE BIO-SWALE SYSTEM. NOTE: MULCH ALL LANDSCAPE AREAS WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. NOTE: PRIOR TO BEGINNING LANDSCAPE WORK, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT TO REVIEW FINAL PROJECT UTILITY LOCATIONS. ALL UTILITIES ARE TO BE FULLY SCREENED FROM VIEW. R I D G E .ANDSCAPE ARCHITECTS 755 Raintree Drive, Suite300 Carlsbad, CA 92009 Tel 760 4381002 Fax 760 4381455 www.ridgela.com L.A. REVIEWED BY, INSPECTOR "AS-BUILr DATE EXP. DATE PLANTING LEGEND SYMBOL BOTANICAL/ COMMON NAME MINIMUM SIZE TREES: • D ◊ •• • I ACACIA MELANOXYLON / BLACKWOOD ACACIA JACARANDA MIMOSIFOLIA / JACARANDA METROSIDEROS EXCELSUS / NEW ZEALAND CHRISTMAS TREE SCH IN US MOLLE/ CALIFORNIA PEPPER TIPUANA TIPU / TIPU LOPHOSTEMON CONFERTUS / BRISBANE BOX 15 GAL. STD. 36" BOX STD. 24" BOX STD. 24" BOX MUL Tl-TRUNK 24" BOX STD . 24" BOX STD. SHRUBS, GROUNDCOVERS and VINES: ® 0 0 ~ .. 0 ® . . ~ ~ l>7 l...:........:: BOUGAINVILLEA '00-LA-LA' BOUGAINVILLEA CARISSA M. 'GREEN CARPET' NATAL PLUM COPROSMA R. 'MARBLE QUEEN' MIRROR PLANT DIETES BICOLOR / BUTTERFLY IRIS HEMEROCALLIS HYRBRID / DAYLILY LANTANA MONTIVEDENSIS I PURPLE LANTANA LIGUSTRUM J. 'TEXANUM' / TEXAS PRIVET MUHLENBERGIA 'REGAL MIST'/ N.C.N. MYOPORUM 'SOUTH COAST'/ MYOPORUM PARTHENOCISSUS TRICUSPIDATA / BOSTON IVY PITTOSPORUM T. 'VARIEGATA' / VARIEGATED TOBIRA RHAPHIOLEPIS I. 'SPRINGTIME'/ INDIA HAWTHORN ROSMARINUS 0. 'PROSTRATUS' / PROSTRATE ROSEMARY STIPA TENUISSIMA / MEXICAN FEATHER GRASS STRELITZIA REGINAE/ BIRD OF PARADISE TRACHELOSPERMUM ASIATICUM / ASIATIC JASMINE FESTUCA 'MARATHON II' I MARATHON FESCUE 5 GAL. 5GAL. 5 GAL. 5 GAL. 1 GAL 5GAL. 5 GAL. 5 GAL. FLATS 1 GAL. 5GAL. 5GAL. FLATS 1 GAL. 5 GAL. 1 GAL. SODDED 'NO-MOW' FINE FESCUE BLEND SODDED AVAILABLE AT PACIFIC SOD (800) 942-5296 HYDROSEED MIX: BROMUS HORDEACEUS i BLANDO BROME TRIFOLIUM HIRTUM 'HYKON' I HYKON ROSE CLOVER VULPIA MYUROS 'HIRSUTA' I ZORRO ANNUAL FESCUE COMMENTS 7'HX2WX1"CAL. 104'H X 5'W X 2-1/2" CAL. 9'H X 4'W X 1-1/2" CAL. 8'H X5'W 9H X 4'W X 1-1/2" CAL. 7'H X 2W X 1" CAL. 36"0.C 36"0.C. 30"0.C. 36"0.C. 24"0.C. 36"0.C. 30"0.C. 36"0.C. 18" O.C. 8'0.C. 42"0.C. 48"0.C. 12"0.C. 30"0.C. 48"0.C. 12" O.C. SEED PER ACRE 24 LBS. 10 LBS. 6 LBS. 40 LBS. DETAIL QTY. A,B 10 A 10 A,B 33 A,B 18 A,B 27 A,B 57 C,D,F 79 C,D,F 242 C,D,F 245 C,D,F 331 C,D,F 523 C,D,F 288 C,D,F 153 C,D,F 144 C,D,F PER PLAN E 74 C,D,F 286 C,D,F 415 F PER PLAN C,D,F 577 C,D,F 173 F 2,544 8,760SF. 6,163 S.F. 311,016 S.F. SYMBOL BOTANICAL/ COMMON NAME SYMBOL BOTANICAL I COMMON NAME EXISTING TREES (OUTLINES SHOWN DASHED): • ◊ + I NOTE: THE LETTER (E) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE PROTECTED IN PLACE. THE LETTER (R) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE THAT IS TO BE REMOVED. ACACIA MELANOXYLON I BLACKWOOD ACACIA METROSIDEROS EXCELSUS / NEW ZEALAND CHRISTMAS TREE PODOCARPUS GRACILIOR / FERN PINE TIPUANA TIPU I TIPU □ •• • JACARANDA MIMOSIFOLIA I JACARANDA PLATANUS RACEMOSA/ CALIFORNIA SYCAMORE SCHINUS MOLLE I CALIFORNIA PEPPER LOPHOSTEMON CONFERTUS I BRISBANE BOX EXISTING SHRUBS and GROUNDCOVERS: ARBUTUS UNEDO 'COMPACTA'I STRAWBERRY BUSH HEDERA HELIX 'HAHNSII' / HAHN'S IVY MYOPORUM 'SOUTH COAST'/ MYOPORUM ROSMARINUS 'TUSCAN BLUE' I ROSEMARY STRELITZIA REGINAE I BIRD OF PARADISE FESTUCA 'MARA THON II'/ MARATHON FESCUE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT DATE BY DESCRIPTION .APP'D REVISIONS LANDSCAPE PLANTING PLAN BRESSI RANCH LOT 33-39 APPROVED l (,...:}1c, [ PLANNING OWN BY_~LA~-- CHKD BY_...:R.::S~-- FIELD BY PROJECT NO. PIP05-06 DATE DRAWING NO. 442-SL I I I L5.4 I I I 1 1 I 1 ~C?ff ~37· 'l--V , V ~ 0 j ·1 · l . ] , ·1 '· ·j " 1 si ... j', ~ ·." "·J 1--~/"' w r • ·r ; ' .-"' ,-+ o/ "-' V ,. '¥ r t j "'\ 1 ,, " . · 1 ' t ) SEE SHEET L5.6 (22) \" \ "' •., 1..--''--\,".'--"---"--'-~-s,.:.-..:•:.._.:._..:c.._.;__..;:..;:_c,-'0·--:..-.:._...;;.._..;.._..:•--.:..-..:--'----', 1 TEMPORARY\IRRIGATION SYSTEM AND HYDROSEED /S;OVER CROP ON UNIMPROVED PAD . REQ~IRED ON~Y IF AREA IS NOT SCHEDULED FOR · IMPROVEMENTS WITHIN 6 MONTHS OF · 1 COMPLETION OF\ROUGH GRADING. j .___, -----',----------',-------'. '.::l rr· ,j w . ' V5 I 1·· • r1 ~:-;• ·'.~.• ~~~~.· · lli . ' ./ . ' f . l ' 1 ; 1 ' j ; l;;;,~ /: ... i.: _:_:_. -- ...J + ' + --------:r: ,,,, __ /.,::' (.) ~ ~ •· .... __ ---.':'._ l ~-, ---~ _ _: __ ~ t I t--- ' ' ' + ;·,\ ..... ,, t . . l + \ 1 ' ' \* ----l:. ---.._ _____ V ;, o/ >-·J ,:_ _ _:__' --. t ... V ; ' ; ,i." \ ·>n""· / ' ~ + ~ / / NOTE: PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. r D D O O 0 PALOMfJI Alll'OIIT ROAD 0 ·\·-, . ,;. 0 KEYMAP NOTTO SCALE ; >~J2 •/ I f ~O~J) ''' FOR PLANTING DETAILS AND NOTES, SEE SHEET L6.1 (23). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 L7.4 (24 -27). 10 20 40 60 SCALE AND NORTH ' ---- -~\ _.,.._-\,,---" l I l I ·\ \' \ ·\ \. ' l I' ~ \ ' ,\ ' \" \ l "\ ' \' 1, I l ' " I• \ l l I ' s-'i \. I \ ! I / 1 I J, -/ E) PLANTING LEGEND SYMBOL BOTANICAL/ COMMON NAME MINIMUM SIZE HYDROSEED MIX: BROMUS HORDEACEUS / BLANDO BROME TRIFOLIUM HIRTUM 'HYKON' I HYKON ROSE CLOVER VULPIA MYUROS 'HIRSUTA' I ZORRO ANNUAL FESCUE SYMBOL BOTANICAL/ COMMON NAME SYMBOL EXISTING TREES (OUTLINES SHOWN DASHED): NOTE: COMMENTS SEED PER ACRE 24 LBS. 10 LBS. 6 LBS. ----40 LBS. DETAIL QTY. 311,016 S.F. BOTANICAL/COMMON NAME THE LETTER (E) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE PROTECTED IN PLACE. THE LETTER (R) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE THAT IS TO BE REMOVED. • ◊ + I ACACIA MELANOXYLON / BLACKWOOD ACACIA METROSIDEROS EXCELSUS I NEW ZEALAND CHRISTMAS TREE PODOCARPUS GRACILIOR / FERN PINE TIPUANA TIPU I TIPU D •• • EXISTING SHRUBS and GROUNDCOVERS: C3 E) ARBUTUS UNEDO 'COMPACTA'/ STRAWBERRY BUSH HEDERA HELIX 'HAHNSII' / HAHN'S IVY MYOPORUM 'SOUTH COAST' / MYOPORUM ROSMARINUS TUSCAN BLUE'/ ROSEMARY STRELITZIA REGINAE/ BIRD OF PARADISE FESTUCA 'MARATHON 11' / MARATHON FESCUE I I JACARANDA MIMOSIFOLIA / JACARANDA PLAT ANUS RACEMOSA / CALIFORNIA SYCAMORE SCHINUS MOLLE/ CALIFORNIA PEPPER LOPHOSTEMON CONFERTUS / BRISBANE BOX ------------------. -\ DENOTES SOIL SAMPLE LOCATION -REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L6.1, FOR ADDITIONAL INFORMATION. ' DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800)458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. ROOT BARRIERS INSTALLED ADJACENT TO THE BIO-SWALE. SHALL NOT INTERFERE WITH DRAINAGE TO OR FROM THE BIO-SWALE SYSTEM. NOTE: MULCH ALL LANDSCAPE AREAS WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. NOTE: PRIOR TO BEGINNING LANDSCAPE WORK, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT TO REVIEW FINAL PROJECT UTILITY LOCATIONS. ALL UTILITIES ARE TO BE FULLY SCREENED FROM VIEW. R I D G E ,ANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 4381002 Fax 7604381155 www.ridgela.com L.A. REVIEWED BY, INSPECTOR "AS-BUILr DATE EXP. DATE I \ REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE PLANTING PLAN BRESSI RANCH LOT 33-39 APPROVED l i,t...;:, -• \ PLANNING OWN BY __ L~A __ CHKD BY __ R_S __ _ FIELD BY PROJECT NO. PIP05-06 DATE DRAWING NO. 442-5L LS.5 I I I 11-.... Di I -,-, \ I □ / NOTE PRIOR TO THE START OF GRADING. THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. D O D O D D PALOMM Mt ORT ROAD KEYMAP NOTTO SCALE .___ 0 FOR PLANTING DETAILS AND NOTES, SEE SHEET L6.1 (23). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (24 -27). 10 20 40 60 SCALE AND NORTH ---- i ( E) DENOTES SOIL SAMPLE LOCATION -REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L6.1. FOR ADDITIONAL INFORMATION. DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. ROOT BARRIERS INSTALLED ADJACENT TO THE BIO-SWALE, SHALL NOT INTERFERE WITH DRAINAGE TO OR FROM THE BIO-SWALE SYSTEM. NOTE: MULCH ALL LANDSCAPE AREAS WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. NOTE: PRIOR TO BEGINNING LANDSCAPE WORK, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT TO REVIEW FINAL PROJECT UTILITY LOCATIONS. ALL UTILITIES ARE TO BE FULLY SCREENED FROM VIEW. R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 760 438 1155 www.ridgela.mm L.A. REVIEWED BY, INSPECTOR "AS-BUILr DATE EXP. DATE -~ I ,.I,. \ ) f \ \ PLANTING LEGEND SYMBOL r-:-:7 L__:_J BOTANICAL/ COMMON NAME MINIMUM SIZE HYDROSEED MIX: BROM US HORDEACEUS / BLANDO BROME TRIFOLIUM HIRTUM 'HYKON' / HYKON ROSE CLOVER VULPIA MYUROS 'HIRSUTA' / ZORRO ANNUAL FESCUE COMMENTS SEFD PER ACRE 24 LBS. 10 LBS. 6 LBS. ---40 LBS. DETAIL QTY. 311,016 S.F. SYMBOL BOTANICAL/ COMMON NAME SYMBOL BOTANICAL I COMMON NAME EXISTING TREES (OUTLINES SHOWN DASHED): • ◊ + I NOTE: THE LETTER (E) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE PROTECTED IN PLACE. THE LETTER (R) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE THAT IS TO BE REMOVED. ACACIA MELANOXYLON I BLACKWOOD ACACIA METROSIDEROS EXCELSUS I NEW ZEALAND CHRISTMAS TREE PODOCARPUS GRACILIOR I FERN PINE TIPUANA TIPU / TIPU D •• • JACARANDA MIMOSIFOLIA / JACARANDA PLATANUS RACEMOSA / CALIFORNIA SYCAMORE SCH IN US MOLLE/ CALIFORNIA PEPPER LOPHOSTEMON CONFERTUS / BRISBANE BOX EXISTING SHRUBS and GROUNDCOVERS: RT'<7 ~ ARBUTUS UNEDO 'COMPACTA'/ STRAWBERRY BUSH HEDERA HELIX 'HAHN SI I' / HAHN'S IVY MYOPORUM 'SOUTH COAST'/ MYOPORUM ROSMARINUS 'TUSCAN BLUE'/ ROSEMARY STRELITZIA REGINAE/ BIRD OF PARADISE FESTUCA 'MARA THON II'/ MARATHON FESCUE • APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT DATE BY DESCRIPTION APP'D REVISIONS LANDSCAPE PLANTING PLAN BRESSI RANCH LOT 33-39 APPROVED • ( ,~...., PLANNING DWN BY_~LA~-- CHKD BY __ R_S __ _ FIELD BY PROJECT NO. PIP05-06 DATE DRAWING NO. 442-5L L5.6 ~ SU ' (Jl r PLANTING NOTES A. REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATION, MULCHING AND OTHER PLANTING INFORMATION. B. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. C. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. D. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. E. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. F. LOCATION OF N.1.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. G. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. H. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION ~AVE SAMPLES TESTED BY SOIL AND PLANT LAB, (714) 558-8333, FOR SOIL FERTILITY, TAKE TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH. 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 THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. I. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. J. ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2 % MINIMUM. K. LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE WITH PLANTING PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND APPROVAL PRIOR TO INSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK TO LANDSCAPE ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES. LANDSCAPE ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHY APPEARANCE OR NON-CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR THE OWNER L. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM. M. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE N. PLANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. 0. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE-HALF THE SPECIFIED ON CENTER SPACING. P. INSTALL GROUND COVER AND/OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS OTHERWISE INDICATED. R. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM. Q. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN. S. DURING THE LENGTH OF THE GUARANTEE PERIOD, BE RESPONSIBLE FOR PROPER STAKING AND/OR GUYING OF TREES TO ENSURE STABILITY. T. MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 3:1 SLOPE WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK PER SPECIFICATIONS AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT MULCH SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO JOB SITE. U. ANNUAL COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT AT TIME OF INSTALLATION. REQUEST RECOMMENDATION A MINIMUM OF 48 HOURS IN ADVANCE OF NEED FOR DELIVERY. V. COMPLY WITH EROSION CONTROL NOTES BELOW FROM THE CARLSBAD CITY LANDSCAPE MANUAL. EROSION CONTROL NOTES • SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING STANDARDS: • • • • A STANDARD #1 -COVER CROP/ REINFORCED STRAW MAT COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT 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 30 DAYS. TYPE OF REINFORCED STRAW MAT SHALL BE APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MAT SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15TH AND APRIL 15TH. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED. B. STANDARD #2 -GROUNDCOVER 100% OF AREA TO 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 (1) YEAR). C. STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4" LINERS) SHALL COVER A MINIMUM OF 70% OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD #4 -TREES AND I OR LARGE SHRUBS TREES AND/ OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GAL CONTAINERS) AT A MINIMUM RATE OF ONE PLANT PER 200 SQUARE FEET. ALL SLOPES 3:1 OR STEEPER AND 4' OR GREATER IN HEIGHT REQUIRE STANDARDS #1 AND#2. ALL SLOPES 6:1 OR STEEPER AND 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. ALL SLOPES 6:1 OR STEEPER AND 4' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2 AND #3. ALL SLOPES 6:1 OR STEEPER AND 8' OR GREATER IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3 AND #4. • COVER SEED CROP COMPOSITION TO BE: • REINFORCED STRAW MAT WITH GROUND COVER TO BE: DESCRIPTION ESCHSCHOLZIA CALIFORNICA LUPINUS SUCCULENTUS O'CONNOR'S LEGUME FIBER MULCH 16-16-16 FERTILIZER STABILIZING BINDER #/ACRE 2 2 20 2000 400 120 DESCRIPTION MYOPORUM PARVIFOLIUM / MYOPORUM SIZE/ SPACING FLATS/ 3' O.C. E F G VINE PLANTING NOTES LEGEND 1. WALL, FENCE OR TRELLIS, PER PLAN 2. WATERING BASIN -MIN 4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. 3. FINISHED GRADE 4. AMENDED BACKFILL MIX-SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS 6. ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. 7. EXISTING SOIL 8. "CROWN" OF PLANT -MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. 9. PLACE VINE AS CLOSELY AS POSSIBLE TO WALL, FENCE, TRELLIS OR OTHER SUPPORT. SECURE LEADER TO SUPPORT WITH GREEN NURSERY TAPE. (USE EPOXY-TIE ON WALLS AND FENCES). SECURE ALL OTHER LENGTHY BRANCHES IN AN OUTWARD RADIAL PATTERN WITH ADDITIONAL GREEN NURSERY TAPE (AND EPOXY-TIES), AS NECESSARY, TO DIRECT GROWTH. AFTER VINE IS ADEQUATELY SECURED, REMOVE NURSERY STAKE. NOT TO SCALE l EQUAL k 71 7l A ALL SHRUBS I GROUND COVERS SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. GROUNDCOVER PLANTING SECTION LEGEND: 1. LOCATE PLANTS WITH EQUAL SPACING AS INDICATED ON PLAN, TRIANGULAR SPACING. 2. 24" CLEAR VEHICLE OVERHANG ZONE - LOW (MAX. 8" HT.) GROUND COVER ONLY. 3. CURB 4. SPRINKLER HEAD -LOCATE BETWEEN PARKING STALLS WHENEVER POSSIBLE - MAX. 6" POP-UP WHEN LOCATED IN VEHICLE OVERHANG ZONE. 5. VEHICLE • • 6. 1/2 SPACING FOR SPECIFIED PLANT MATERIAL PLAN VIEW PLANTING ADJACENT TO PARKING NOT TO SCALE • N.T.S. C D 1 ROOTBALL PRE~ PLAN VIEW LEGEND 1. 24" CORDED TIE. SEE SPECIFICATIONS. ATTACH WITH ROOFING NAILS (4 TYP.) 2. 2" DIA. X 10' LODGE POLE PINE STAKE (2 TYP.) KEEP CLEAR OF ROOTBALL AND CROWN OF TREE. SEE SPECIFICATIONS. -'k---lF~~cc!!---G) ~ 3. WATER BASIN, 3" MIN. DEPTH AFTER WATERING BY HOSE. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. LEGEND 1. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT 2. WATERING BASIN -MIN 4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. 3. FINISHED GRADE 4. AMENDED BACKFILL MIX-SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS 6. ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. 7. EXISTING SOIL 8. "CROWN" OF PLANT -MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. N rSEE SPEC. k , 2X DIA 1 OF ROOTBALL 4. FINISHED GRADE. 5. AMENDED BACKFILL. SEE SPECIFICATIONS FOR MIX AND PIT SIZE. 6. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL. 8. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 9. ARBOR-GARD TRUNK PROTECTOR FOR USE IN TURF AREAS 10. SET TOP OF ROOTBALL 3" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. 11. INSTALL #UB24-2 ROOT BARRIER, AS MANUFACTURED BY DEEP ROOT, (800) 458-7668, AT ALL TREES WITHIN 5' OF HARDSCAPE, OR AS SHOWN ON PLANTING PLAN. NOTE: MAINTAIN TURF 3" CLEAR FROM TREE TRUNK. SHRUB PLANTING NOT TO SCALE A TREE PLANTING -24" BOX & SMALLER NOT TO SCALE ,,-----j 1 ' I 5 "'-'k----!d J.+:.:.:."'4,;.;.;...:.;..;.,;,,__I O=F2 R=~O~B=~~LL+~ LEGEND 1. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT 2. PERMANENT WATERING BASIN -MIN. 6" DEPTH 3. EXISTING SLOPE 4. AMENDED BACKFILL MIX -SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING 5. FERTILIZING TABLETS PER SPECIFICATIONS 6. ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. 7. EXISTING SOIL 8. "CROWN" OF PLANT -MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. 9. 1:1 MAX. SLOPE. INSTALL REINFORCED STRAW MAT TO SECURE SLOPE. kSEE SPEC.k 1 2X OIA.1 OF ROOTBALL PREVAILING WIND PLAN VIEW LEGEND 1. 24" CORDED TIE. SEE SPECIFICATIONS. ATTACH WITH ROOFING NAILS (4 TYP.) 2. 2" DIA X 10' LODGE POLE PINE STAKE (2 TYP.) KEEP CLEAR OF ROOTBALL AND CROWN OF TREE. SEE SPECIFICATIONS. 3. WATER BASIN, 3" MIN. DEPTH AFTER WATERING BY HOSE. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 4. EXISTING SLOPE 5. AMENDED BACKFILL. SEE SPECIFICATIONS FOR MIX AND PIT SIZE. 6. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL. 8. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 9. SET TOP OF ROOTBALL 3" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. 10. 1 :1 MAX. SLOPE. INSTALL REINFORCED STRAW MAT TO SECURE SLOPE. SHRUB PLANTING ON SLOPE NOT TO SCALE B TREE PLANTING ON SLOPE NOT TO SCALE FOR LANDSCAPE PLANTING PLANS SEE SHEETS L5.1-L5.4 (17 -22). FOR LANDSCAPE SPECIFICATIONS SEE SHEETS L7.1-L7.4 (24 -27). "AS-BUILr L.A. EXP. DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I 8H2EE3 1 11 CITY OF CARLSBAD I 8HE2ET87 . PLANNING DEPARTMENT . LANDSCAPE PLANTING DETAILS & NOTES BRESSI RANCH LOT 33-39 R I D G E LANDSCAPE ARCHITECTS REVIEWED BY, .:1l_ II 755 Raintree Drive, Suite 300 Carlsbad. CA 92009 r:::::-=::::-:::----------+--+-+---------------<~~ ~A""P"'PR"'o;::;,vE="'o=~=-=_=,, ============1, ~ g, ~Lo:rr ~-9 . .,--, PLANNING DATE ' Tel 760 438 1002 Fax 760 L:381155 WW\JV.ridgela,com INSPECTOR DATE t---+--+----------------1--------" ~====;:;;;==::::;-;:======:::::;-;==~===:::;' OWN BY RS PFIOJECT NO. DRAWING NO. DATE BY DESCRIPTION APP'D REVISIONS CHKD BY RS FIELD BY PIPOS-06 442-SL L6.1 SECTION 02811 LANDSCAPE IRRIGATION RECYCLED WATER NOTE: CONTRACTOR SHALL BE FAMILIAR WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S IRRIGATION SPECIFICATIONS AND IN CASES OF CONFLICT BETWEEN THESE SPECIFICATIONS AND CMWD'S SPECIFICATIONS, CMWD'S SPECIFICATIONS WILL TAKE PRECEDENCE. Part 1 GENERAL 1.01 SUMMARY A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for operation satisfactory to the Owner. 8. The work shall include all materials, labor, services, transportation, and equipment necessary ta perform the work as indicated on the drawings, in these specifications, and as necessary to complete the contract. 1.02 CONSTRUCTION DRAWINGS A. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. 8. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. When an item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown on both. The Architect shall have final authority for clarification. When a conflict occurs between an item shown on the plan and as shown on the specifications, the Architect shall have final authority for clarification. C. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Architect as soon as detected. In the event this notification is not performed, the lrrigation Contractor-sha!Lassum~ full responsibility for any revision necessary. 1.03 QUALITY ASSURANCE A. Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and who shall be thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of installation and who shall direct all work performed under this section. 8. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract furnish directions covering points not shown in the drawings and specifications. C. All local, municipal and state laws, rules and regulations governing or relating to any portion of this work ore hereby incorporated into ond made a part of these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations of the same. However, when these specifications and drawings call for or describe materials,workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no additional cost to Owner. E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public authorities, verify permits secured or arrangements made by others affecting the work of this section. 1.04 SUBMITTALS A. Materials List 1. After award of contract and before any irrigation system materials are delivered to the job site, submit to the Owner a complete list of all irrigation systems, materials, or processes proposed to be furnished and installed as part of this contract. 2. Show manufacturer's name and catalog number for each item, furnish complete catalog cuts and technical data, furnish the manufacturer's recommendations as to the method of installation. 3. No substitutions will be allowed without prior written acceptance by the Architect or Owner's authorized representative. 4. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. 8. Substitutions: If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and specifications, he may do so by providing the following information to the Architect or Owner's authorized representative for approval. 1. Provide a written statement indicating the reason for making the substitution. 2. Provide catalog cut sheets, technical data, and performance information for each substitute item. 3. Provide in writing the difference in installed price if the item is accepted. 1.05 EXISTING CONDITIONS A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, electrical supply, and telephone line connection to the irrigation system. B. Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start of construction. Should a discrepancy exist, notify the Architect and Owner's authorized representative prior to beginning construction. C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as ore commonly encountered underground and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work, the Contractor shall promptly notify the Architect and Owner who will arrange for relocations. The Irrigation Contractor will proceed in the same manner if a rock layer or any other such conditions are encountered. D. The 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 cost, all damage resulting from his operations or negligence. E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. 1.06 INSPECTIONS A. The Contractor shall permit the Architect and Owner's authorized representative to visit and inspect at all times any part of the work and shall provide safe access for such visits. 8. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Architect, Owner's authorized representative, and/or governing agencies. The Irrigation Contractor shall be solely responsible for notifying the Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered at the Irrigation Contractor's expense. C. Inspections will be required for the following at a minimum: 1. System layout 2. Pressure test of irrigation main line (Four hours at 125 PSI or 120% of static water pressur'e, which ever is greater.) 3. Coverage test of irrigation system 4. Final inspection prior to start of maintenance period 5. Fin al acceptance D. Site observations and testing will not commence without the record drawings as prepared by the Irrigation Contractor. Record drawings must be complete and up to date for each site visit. E. Work which fails testing and is not accepted will be retested. Hourly rates and expenses of the Architect, Owner's authorized representative, and governing agencies for reinspection or retesting will be paid by the Irrigation Contractor at no additional expense to Owner. 1.07 STORAGE AND HANDLING A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation work and materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. 8. Exercise care in handling, cover until ready to install. to allow the pipe to lay flat loading, unloading, and storing plastic pipe and fittings under Transport plastic pipe only on a vehicle with a bed long enough to avoid undue bending and concentrated external load. 1.08 CLEANUP AND DISPOSAL A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do so by the Owner's authorized representative. 8. At the time of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off-site in a legal disposal area. 1. 09 TURNOVER ITEMS A. Record Drawings: 1. Record accurately on one set of contract drawings all changes in the work constituting departures from the original contract drawings. 2. The changes and dimensions shall be recorded in a legible and workmanlike manner to the satisfaction of the owner. Prior to final inspection of work, submit record drawings to the Architect or Owner's authorized representative. 3. Dimensions from/to permanent points of reference such as buildings, sidewalks, curbs, etc. shall be shown. Data on record drawings shall be recorded on a day to day basis as the project is being installed. All lettering on drawings shall be minimum 1/8 inch in size. 4. Show locations and depths of the following items: a. Point of connection (including water meters, backflow preventors, master control valves, etc.) b. Routing of sprinkler pressure lines (dimensions shown at a maximum of 100 feet along routing) c. Gate valves d. Automatic remote control valves e. Quick coupling valves f. Routing of control wires g. Irrigation controllers h. Related equipment (as may be directed) 5. Maintain record drawings on site at all times. Upon completion of work, transfer all as-built information and dimensions to reproducible sepia prints. B. Controller Charts: 1. Record drawings must be approved by Architect and/or Owner's authorized representative before charts are prepared. 2. Provide one controller chart for each automatic controller. Chart shall show the area covered by the particular controller. 3. The chart is to be a reduced copy of the actual "record" drawing. controller sequence is not legible when the drawing is reduced, it shall readable size. In the event the be en lorged to a 4. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 20 mils in thickness. C. Operation and Maintenance Manuals: 1. Two individually bound copies of operation and maintenance the Architect or Owner's authorized representative at least 10 inspection. The manuals shall describe the material installed the system. manuals shall be delivered to calendar days prior to final and the proper operation of 2. Each complete, bound manual shall include the following information: a. Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment including names and addresses of local manufacturer representatives. b. Operating and maintenance instructions for all equipment. c. Spare parts lists and related manufacturer information for all equipment. d. Two quick coupler keys with a 3/4" bronze hose bib, bent nose type with hand wheel and two coupler lid keys. e. One valve box cover key or wrench. f. One 5-foot tee wrench for operating butterfly valves (if used}. g. Six extra sprinkler heads of each size and type. 2. The above equipment shall be turned over to Owner's authorized representative at the final inspection. 1.10 COMPLETION A. At the time of the pre-maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing agencies will inspect the work, and if not accepted, will prepare a list of items lo be completed by the Contractor. At the time of the post-maintenance period or final inspection the work will be reinspected and final acceptance will be in writing by the Architect, Owner's authorized representative, and governing agencies. 8. The Owner's authorized representative shall have final authority on all portions of the work. C. After the system has been completed, the Contractor shall instruct Owner's authorized representative in the operation and maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the owner's satisfaction by the Contractor without any additional expense to the owner. Repairs shall include the complete restoration of all damage to planting, paving or other improvements of any kind as a result of the work. 1.11 GUARANTEE A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects and fault of material and workmanship, including settling of backfilled areas below grade, for a period of one (1) year following the filing of the Notice of Completion. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to owner within ten (10) calendar days of receipt of written notice from Owner. When the nature of the repairs as determined by the Owner constitute an emergency (i.e. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs ta correct same, shall be repaired to the satisfaction of the owner by the Contractor, all at no additional cost lo the Owner. 8. Guarantee shall be submitted on Contractors own letterhead as follows: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from date of filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the owner. We shall make such repairs or replacements within 10 calendar days following written notification by the owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from owner, we authorize the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE: Part II MATERIALS 2.01 SUMMARY Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or furnished that do not meet Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. 2.02 PIPE A. Pressure supply line from point of connection through basket strainer unit shall be Type "K" copper or brass pipe. B. Pressure supply lines 2 inches in diameter and up to 3 inches in diameter downstream of basket strainer unit shall be Class 315 solvent weld PVC. Piping shall conform to ASTM D2241. C. Non-pressure lines 3/4 inches in diameter and larger downstream of the remote control valve shall be Closs 200 PVC. Non-pressure lines 1" and larger to conform to ASTM D2241. 0. Reclaimed water PVC pipe to be color coded "purple" in color and marked on two sides with reclaimed water warning statements "CAUTION -RECLAIMED WATER". Reclaimed water piping must be accepted by the local reclaimed water governing agencies. Reclaimed water PVC pipe shall use standard Sch. 40 PVC fittings. Reclaimed Water PVC pipe to be Brownline "Alertline" or equal. 2.03 METAL PIPE AND FITTINGS A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. 8. Fittings shall be medium brass, screwed 125-pound class. C. Copper pipe and fittings shall be Type "K" sweat soldered. designation, and date of extrusion. 2.04 PLASTIC PIPE AND FITTINGS A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation Foundation approval, Commercial Standards designation, and date of extrusion. B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2241 or ASTM D1784. C. All PVC fittings shall be standard weight Schedule 40 and shall be injection molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Threaded plastic fittings shali be injection molded. All tees and elis shall be side gated. All fittings shall conform to ASTM D2466. D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer's recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTIM D2564 and ASTIM D2855. F. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be non-lead base Teflon paste, tape, or equal. 2.05 BASKET STRAINER A. The basket strainer unit shall be of the manufacturer, size, and type indicated on the drawings. 8. The basket strainer unit shall be installed in accordance with the requirements set forth by local codes. 2.06 VALVES A. Gate Valves: 1. Gate valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Gate valve shall have threaded ASTM 8-62 bronze body, bonnet and wedge, silicon bronze stem, and malleable iron handwheel. 3. All Gate valves shall have a minimum working pressure of not less than 150 psi and shall conform to AWWA standards. 8. Quick Coupler Valves: 1. Quick coupler valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Quick coupler valves shall be brass with a wall thickness guaranteed to withstand normal working pressure of 150 psi without leakage. Valves shall have 3/4 female threads opening at base, with two-piece body. Valves to be operated only with a coupler key, designed for that purpose. Coupler key is inserted into valve and a positive, watertight connection shall be made between the coupler key and valve. Hinge cover shall be the locking type constructed of brass with a rubber-like vinyl cover. Vinyl quick coupler cover to be purple in color with the words "WARNING -RECLAIMED WATER -DO NOT DRINK" permanently marked on the lid. C. Automatic Control Valves: 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Automatic control valves shall be electrically operated. D. Anti-drain Valves: 1. Anti-drain valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Anti-drain valves shall have 18-8 stainless steel springs and valve stems with Buna-N seals. 3. Anti-drain valves will have threaded connections the size of the riser or pipe they are to be installed onto, or the next available size. No slip connection anti-drain valves are allowed. 2.07 VALVE BOXES A. Valve boxes shall be fabricated from a durable, Weather-resistant plastic material resistant to sunlight and chemical action of soils. 8. The valve box cover shali be purple in color and permanently marked with the words "WARNING -RECYCLED WATER -DO NOT DRINK". Valve box cover shall be secured with a hidden latch mechanism or bolts. C. The cover and box shall be capable of sustaining a load of 1,500 pounds. D. Valve box extensions shall be by the same manufacturer as the valve box. E. Automatic control valve boxes shall be 16"x11"x12" rectangular size. Valve box covers shall be marked "RCV" with the valve identification number 11heat branded" onto the cover in 2 inch high letters/numbers. F. Gate valve and quick coupler valve boxes be marked with either "GV" or "QCV' "heat letters/numbers. 2.08 AUTOMATIC CONTROLLER shall be 1 O" circular size. Valve box covers shall branded" onto the cover in 2 inch high A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. 8. Automatic controller enclosures shall be of the manufacturer, size, and type indicated on the drawings. Enclosure shall be vandal-resistant, ventilated and waterproof. 2.09 ELECTRICAL A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. 8. All electrical work shall conform to local codes and ordinances. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. D. Equipment: 1. Supply as a part of this contract the following items: ,-------------,-------------------,-----.. -A-S ___ B_U_I_L_r _____ .,..R.EV-IS·l·O-NS·M-US_T_B_E_A_P_P-RO_V_E_D_B_Y_P_U_BL-IC-HE_A_L-TH-EN_G_I_NE_E_R_, ---rr,!!!SH~2E4~ET~!l"il l!!!!!!!!!!!pc!!!LANl!!!TY!!!!N!!!IONG!!!!F!!!D!!!CE!!!A!!!PRARTM!!!!L!!!S!!!B!!!EAD!!!N!!!T!!!!!!!!~l'I SH!!!!E!!!2E!!!71!!!8!!!111 ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO . . IMPLEMENTATION IN FIELD. a. Two (2) wrenches for disassembly and adjustment of each type of sprinkler head used in the irrigation system. b. Three 30-inch sprinkler keys for manual operation of control valves. c. Two keys for each automatic controller. R I D G E LANDSCAPc ARC~ITECTS 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 760 L:.38 1'!55 www.ridgela.com DATE L.A. EXP. REVIEWED BY, DATE INSPECTOR DATE BY DESCRIPTION APP'D REVISIONS LANDSCAPE SPECIFICATIONS BRESSI RANCH LOT 33-39 APPROVED PLANNING i~(.J OWN BY CHKD BY RS FIELD BY 6t-bl.o-\t PFIOJECTNO. 11 PIPOS-06 DATE DRAWING NO. 442-5L L7.1 ' , SECTION 02811 LANDSCAPE IRRIGATION (cont'd) 2.10 LOW VOLTAGE CON1ROL WIRING A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. B. Connections shall be either epoxy-sealed packet type or Penn-Tile connectors. C. Ground wires shall be white in color. Control wires shall be red (where two or more controllers are used, the control wires shall be a different color for each controller. These colors shall be noted on the "Record Drawings" plans located on controller door). D. Provide a 24 n expansion loop for all directional changes in control wire routing. 2.11 IRRIGATION HEADS A. Sprinkler heads shall be of the manufacturer, size, type, with radius of throw, operating pressure, and discharge rote indicated on the drawings. B. Pop-up heads and riser heads shall be used as indicated on the drawings. C. Pop-up heads and gear driven rotors used on reclaimed water systems shall have a color coded purple cop with reclaimed water warnings embossed on the top surface. Riser heads shall have a self adhesive reclaimed water sticker placed on the riser directly below the sprinkler body. All reclaimed water warnings shall be in English and Spanish and have the international symbol for "Do Not Drink". All reclaimed waler warnings shall be as required by the local water utility. 2.12 MISCELLANEOUS EQUIPMENT Rain sensor shall be of the manufacturer, size, and type indicated on the drawings. Part 111 EXECUTION 3.01 SITE CONDITIONS A. Inspections: 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's recommendations. 8. Discrepancies: 1. In the event of discrepancy, immediately notify the Architect or Owner's authorized representative. 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. C. Grades: 1. Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified material depths with respect to finish grade. 2. Final grades shall be accepted by the Engineer before work on this section will be allowed to begin. D. Field Measurements: 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor shall coordinate the installation of all irrigation materials with all other work. 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under this section. 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. E. Diagrammatic Intent: The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide offsets in piping and changes in equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with other work at no additional expense to Owner. F. Layout: 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventer, and automatic controller. 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted areas. G. Water Supply Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. H. Electrical Service: 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. 2. Contractor shall make 120 volt connection to the irrigation controllers. Electrical power source to controller locations shall be provided by others. 3.02 TRENCHING A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below subgrade. B. Provide minimum cover of 18 inches on pressure supply lines 2 1/2 inches and smaller. C. Provide minimum cover of 18 inches for control wires. D. Provide minimum cover of 12 inches for non-pressure Hnes. E. Pipes installed in a common trench shall have a 6 inch minimum space between pipes. 3.03 BACKFILLING A. Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over 1 /2 inch in diameter. B. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. C. Flooding in lieu of tamping is not allowed. D. Under no circumstances shall truck wheels be used to compact backfill. E. Provide sand backfill over and under all piping under paved areas. 3.04 PIPING A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. B. Cutting or breaking of existing pavement is not permitted. C. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs and reaming. Install pipe with all markings up for visual inspection and verification. D. Remove all dented and damaged pipe sections. E. All lines shall have a minimum clearance of 6 inches from each other and 12 inches from lines of other trades. F. Parallel lines shall not be installed directly over each other. G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling. H. PVC pipe shall be installed in a manner which will provide for expansion and contraction as recommended by the pipe manufacturer. I. Centerload all plastic pipe prior to pressure testing. J. All threaded plastic-to-plastic connections shall be assembled using Tefion tape. K. For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe dope an all threaded plastic-to-metal connections, except where noted otherwise. All plastic-to-metal connections shall be made with plastic female adapters. L. All solvent weld mainline piping is to be secured with minimum one cubic foot thrust blocks at all directional changes. Bell and gasket pipe to have a Leemco joint restraint system installed on all fittings in lieu of thrust blocks. 3.05 CONTROLLER A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before installation. The electrical service shall be coordinated with this location. B. The Irrigation Contractor shall be responsible for the final electrical hook up to the irrigation controller. C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area or in accordance with the irrigation schedule provided. 3.06 CONTROL WIRING A. Low voltage control w,nng shall occupy the same trench and shall be installed along the same route as the pressure supply lines whenever possible. B. Where more than one wire is placed in a trench, the wiring shall be taped together in a bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at intervals of 20 feet. C. All connections shall be of an approved type and shall occur in a valve box. Provide an 18 inch service loop at each connection. D. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches shall be provided at each remote control valve. E. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be used without prior approval. F. Pull boxes for the low voltage control wires shall be provided at a spacing of 480 feet on center along the wire route. An expansion loop of 24 inches shall be provided at each control wire pull box. 3.07 VALVES A. Automatic control valves, manual valves, gate valves, and ball valves are to be installed in the approximate locations indicated on the drawings. B. Valve shall be installed in shrub areas whenever possible. C. Install all valves as indicated in the detail drawings. D. Valves to be installed in valve boxes shall be installed one valve per box. 3.08 VALVE BOXES A. Valve boxes shall be installed in shrub areas whenever possible. B. Each valve box shall be installed on a foundation of 3/4 inch gravel backfill, 3 cubic feet minimum. Valve boxes shall be installed with their tops 1 /2 inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade in ground cover areas. 3.09 BASKET STRAINER A. Install basket strainer unit as indicated in the detail drawings. B. Install basket strainer at location approved in the field and at height required by local codes. 3.10 SPRINKLER HEADS A. Sprinkler heads shall be installed as indicated on the drawings. B. Spacing of heads shall not exceed maximum indicated on the drawings. C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. D. Pop-up sprinkler heads shall not be installed using side outlet openings. 3.11 MISCELLANEOUS EQUIPMENT A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. 8. Quick coupler valves shall be set approximately 12 inches from walks, curbs, header boards, or paved areas where applicable. C. Unless designed as an integral part of the irrigation head, anti-drain valves will be installed under every head. The anti-drain valve will be the same diameter as the riser and be integral to the riser assembly. D. Install rain sensors as indicated on the drawings and as recommended by the manufacturer. 3.12 FLUSHING THE SYSTEM A. Prior to installation of sprinkler nozzles, the valves shall be opened and a full head of water used to flush out the lines and risers. B. Sprinkler nozzles shall be installed after flushing the system has been completed. 3.13 ADJUSTING THE SYSTEM A. Contractor shall adjust valves, align heads, and check coverage of each system prior to coverage test. B. If it is determined by the Architect or Owner's authorized representative that additional adjustments or nozzle changes will be required to provide proper coverage, all necessary changes or adjustments shall be made prior to any planting. C. The entire system shall be operating properly before any planting operations commence. D. Automatic control valves are to be adjusted so that the sprinkler heads operate at the pressure recommended by the manufacturer. 3.14 TESTING AND OBSERVATION A. Provide 4 hour test @ 125 psi for all pressure mainlines. Do not backfill until City inspector approves pressure test(s). B. Do not allow or cause any of the work of this section lo be covered up or enclosed until it has been observed, tested and accepted by the Architect, Owner, and governing agencies. C. The Contractor shall be solely responsible for notifying the Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. D. When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to determine if the water coverage for the planted areas is complete and adequate in the presence of the Architect. E. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the plans, or where the system hos been willfully installed as indicated on the drawings when it is obviously inadequate, without bringing this to the attention of the Architect. This test shall be accepted by the Architect and accomplished before starting any planting. F. Final inspection will not commence without record drawings as prepared by the Irrigation Contractor. 3.15 MAINTENANCE During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition providing complete irrigation coverage to all intended plantings. 3.16 COMPLETION CLEANING Clean-up shall be made as each portion of the work progresses. be removed from the site, all walks and paving shall be broomed, on the work of others shall be repaired to original conditions. Refuse and excess dirt shall and any damage sustained END OF SECTION SECT! ON 02950 LANDSCAPE PLAN TI NG Part GENERAL 1.01 WORK INCLUDED A. Soil Preparation. B. Planting. C. Staking. D. Sodding. E. Cleon up. 1.02 RELATED WORK A. Landscape Irrigation System. 1.03 QUALITY ASSURANCE A. Source Quality: 1. Submit documentation at least 60 days prior to planting that all plant materials are available. Materials are subject to inspection after confirmation of ordering. 2. Materials are subject to inspection at place of growth and upon delivery, for conformity to specifications. Inspection, approval and rejection can also take place at other times during progress of work. 3. Request, in writing, inspection of plant materials at place of growth. Identify place of growth, and quantity of plants to be inspected. 4. As described in the planting notes for tree tagging ,the Architect may opt to either visit the tree nursery or review photographs submitted by the Contractor. In either case visit the nursery and select trees conforming to specifications prior to review by the Architect. 1.04 SUBMITTALS A. Prior to installation submit for review and approval specifications and product information on items being used on project. Submit bound with list of items as cover sheet. Conform to Section 01300. 1.05 DELIVERY, STORAGE AND HANDLING A. Deliver fertilizer to site in original unopened containers bearing manufacturer's guaranteed chemical analysis, name, trade mark, and conformance to State law. B. Provide copies of receipts for all amendments specified in these specifications or in the Soils Report. C. Deliver plants with legible identification labels. containers of like shrubs and groundcover plants. on plant list. Use durable waterproof labels with for at least 60 days. Label trees, evergreens, bundles of State correct plant name and size indicated water-resistant ink which will remain legible D. Protect plant material during delivery to prevent damage to root ball or desiccation of leaves. E. Notify Architect 7 days in advance of delivery of plant materials and submit itemization of plants in each delivery. F. Store plants in shade and protect from weather. G. Maintain and protect plant material in a healthy, vigorous condition. H. Exercise care in handling, loading, unloading and storing of plant materials. Replace damaged materials. 1.06 JOB CONDITIONS A. Perform actual planting only when weather and soil conditions are suitable in accordance with locally accepted practice. B. Coordinate this work of this section with installation of underground irrigation system, utilities, piping and watering heads. 1.07 SAMPLES AND TESTS A. Architect reserves the right to take and analyze samples of materials for conformity to specifications. Provide samples for testing upon request. Remove rejected materials from site immediately upon rejection at no additional cost. Testing costs will be paid for by Owner if materials prove to be in compliance with specifications. B. Prior to amending soils, contractor shall have soil tested for agricultural suitability as described in planting notes. C. Provide 1 cubic foot sample of medium grind mulch cover to Architect for review and approval. 1.08 GUARANTEE A. Guarantee materials against poor, inadequate, diseased and inferior materials and workmanship for one year after 90 day maintenance agreement expiration. Part 2 PRODUCTS 2.01 MATERIALS A. The following organic, soil amendments and fertilizer are to be used for bid purposes only. Specific amendments and fertilizer will be selected and specified after rough grading operations are complete and Contractor has had soil samples tested. B. Provide standard, approved and first-grade quality materials, in prime condition when installed and accepted. Deliver commercially processed and packaged material in manufacturer's unopened containers bearing the manufacturer's guaranteed analysis. Supply a sample of all supplied materials accompanied by analytical data from an approved laboratory source fl!ustrating compliance, or bearing the manufacturer's guaranteed analysis. C. Organic Amendment: 1. Nitrogen Stabilized: 0.56 to 0.84 percent N based on dry weight for wood residual or rice hulls. 2. Particle Size: 95 to 100 percent passing 6.35 mm standard sieve; 80 to 100 percent passing 2.33 mm standard sieve. 3. Salinity: Ensure that saturation extract conductivity does not exceed 3.5 millimohs per centimeter at 25 degrees C. as determined by saturation extract method. 4. Iron Content: Minimum 0.08 percent dilute acid soluble Fe on dry weight basis. 5. Ash: 0 to 6 percent dry weight. D. Soil Amendment: 1. Soil Sulfur: Agricultural grade sulfur containing minimum of 99 percent sulfur expressed as elemental. 2. Iron Sulfate: 20 percent iron expressed as metallic iron, derived from ferric and ferrous sulphate, 10 percent sulfur expressed as elemental. 3. Calcium Carbonate: 95 percent lime as derived from oyster shells. 4. Gypsum: Agricultural grade product containing 98 percent minimum calcium sulphate. E. Fertilizer: 1. Planting Fertilizer: pelleted or granular form consisting of the following percents by weight and mixed by commercial fertilizer supplier: 6-nitrogen, 20-phosphoric acid, 20-potash. 2. Planting Tablets: Provide slow-release type with potential acidity of not more than 5 percent by weight containing the following percents by weight of nutrients listed: 20-nitrogen, 10-phosphoric acid, 5-potash, 2.6-combined calcium, 1.6-combined sulphur, 0.35-iron elemental from ferrous sulfate. Provide in 21 gram tablets manufactured by Agriform, or other approved. 3. Hydroseeding Fertilizer: provide ammonium phosphate which consists of the following percent by weight and mixed by a commercial fertilizer supplier: 16-nitrogen, 20-phosphoric acid, 0-potash. 4. Pre-Sod fertilizer: Provide type consisting of the following percents by weight and mixed by a commercial fertilizer supplier: 16-hydrogen, 20-phosphoric acid, 8-potash. 5. Sulphate of potash: 0-0-50. 6. Single super-phosphate: Commercial product containing 18 to 20 percent available Phosphoric Pentoxide, or other approved. 7. Urea formaldehyde: 38-0-0. F. Import or Amended Top Soil: Ensure silt plus clay content of top soil does not exceed 20 percent by weight, with a minimum 95 percent passing the 2.0 mm sieve. Do not allow the sodium absorption ratio SAR to exceed 6. The electrical conductivity (ECE) of the saturation extract cannot exceed 3.0 millimohs per centimeter at 25 degrees C. Ensure boron content is less than 1 part per million as measured on the saturation extract. To ensure compliance with these requirements, submit samples of soil for analysis prior to, and following backfilling. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUIL r REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER. ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT R I D G E LANDSCAP, A,C" I TECTS 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 760 438 1155 www.ridgela.com L.A. REVIEWED BY, INSPECTOR DATE EXP. DATE BY DATE DESCRIPTION APP'D REVISIONS LANDSCAPE SPECIFICATIONS BRESSI RANCH LOT 33-39 DWN BY ____ _ CHKD BY RS FIELD BY PROJECT NO. PIPOS-06 DRAWING NO. 442-5L G. Plant Materials: SECTION 02950 LANDSCAPE PLANTING (cont'd.) 1. Provide plant materials in accordance with State Deportment of Agriculture's regulation for nursery inspections, rules and ratings. Provide plants with a normal habit of growth, sound, healthy, vigorous and free from insect infestations, plant diseases, sunscalds, and other disfigurements. Ensure tree trunks are sturdy and have well hardened systems and vigorous and fibrous root systems which are not root or pot-bound. In the event of disagreement as to condition of root system, the root conditions of the furnished plants in containers will be determined by removol of earth from the roots of not less than two plants, or more than 2 percent of the total number of plants of each species or variety. Where container grown plants are from several sources, roots of not less than two plants of eoch species or variety from each source will be inspected. In the event that the sample plants inspected are found to be defective, the entire lot or lots of plants represented by the defective samples may be rejected. Plants rendered unsuitable for planting due to this inspection will be considered samples and will be provided at no cost to the Owner. 2. Size of plants will correspond with that normally expected for species and variety of commercially available nursery stock or as specified on drawings. The minimum acceptable size of plants measured before pruning with the branches in normal position, must conform with the measurements specified in plant list. If approved by The Owner, larger sized plants may be used, but without additional cost. If larger plants are approved for use, the ball of earth or spread of roots for each plant will be increased proportionately. 3. Plants not meeting requirements of these specifications are considered to be defective whether in place or not. They must be immediately removed and replaced with new acceptable and approved plants of the required size, species and variety at no additional cost ta the Owner. 4. Pruning: Do not prune, trim, top or alter the shape of trees or plants except as approved. 5. Provide plant material true to botanical and common name and variety as specified in Annotated Checklist of Woody Ornamental Plants in California, Oregon and Washington, published by University of California School of Agriculture (latest edition). 6. Nursery Grown and Collected Stock: Grow under climatic conditions similar to those in locality of project; container-grown stock in vigorous, healthy condition, not root-bound or with root system hardened off. Use only liner stock plant material which is well established in removable containers or formed homogeneous soil sections, 7. Sod: Provide Marathon II. 8. Select trees which are aesthetically desirable and ore good examples of the species. Trees with gashes, mishappen trunks or branches, topped leaders, structural defects, badly crossed branches, or other visual defects will not be accepted. 9. Seed: Label seed and provide in sealed containers with signed copies from vendor certifying that each container is fully labeled in compliance with State Agricultural Code and is in compliance with minimum requirements of these specifications. Wet, moldy or damaged seed will not be permitted. Provide seed mix per plan. H. Hydroseeding Fiber Mulch: Provide Hydro-mulch as manufactured by Conwed, or other approved equal, composed of wood cellulose fiber and containing no germination or growth inhibiting factors. Ensure a consistent texture which disperses evenly and remains suspended in agitated water. Provide with a temporary green dye and the following percentage property analysis: moisture content 9 plus or minus 0.8; 3 o.d. basis; organic matter 99.2 plus or minus 0.8; ash content 0.8 plus or minus 0.2; pH 4.8 plus or minus 0.5;water holding capacity (grams of H20 per 100grams of fiber) 1150 minimum. I. Hydroseeding Additive (Binder): Provide Ecology Control-M-Binder organic seeding additive. J. Guying and Stoking Materials: 1. Wood Tree Stakes: Lodge pole pine, full treated with Coppernaphthonate Wood Preservative in strict accordance with FS TT-W-572 Type I, Composition B,2 inch minimal normal size diameter by 10 feet long, no split stakes. 2. Ties: Provide 36 inch corded rubber tie as manufactured by Gro-Strait Products, wire and hose tie by Nunes Turfgrass, or other approved. Provide rigid tie stock No. LP, size corresponding to tree box size as manufactured by VIT company or other approved. 3. Steel Guy Anchor: Provide 3/4 inch diameter by 36 inch steel vane as manufactured by Maxwell Steel Company, or other approved. 4. Guying Hardware: Wire-pliable 9 gauge galvanized; hose 1/2 inch new rubber; turnbuckles -galvanized or dip painted, size as required; safety sleeve -1 /2 inch white pvc full length of wire. K. Tree Paint: Provide Morrison Tree Seal, Cabot Tree Point, or other approved. L. Water: Provide clean, potable water. M. Mulch: Provide medium grind bark, consisting of organic, fibrous, woody bark mixture of varied particle size such that 90 to 100 percent posses 1 inch sieve, 80 to 100 percent passes 1/2 inch sieve, and 20 to 60 percent passes 1/4 inch sieve, or approved equal. Mulch shall be free of contaminants and weed seed and shall have a pleasant musty or moldy soil-like odor. Putrid, ammonia and sour-smelling materials will be deemed unacceptable. Recycled construction materials will not be permitted. N. Wood Headerboards: 1. Provide 2 inch by 4 inch pressure treated Douglas fir or redwood construction grade heoderboards. Make splices with 1 inch by 4 inch pieces no less than 12 inches long. Place 1 inch by 3 inch by 16 inch stakes at intervals of not more than 5 feet. Cut stakes level and set below top of headerboords. 2. On sharp turns and curves, four 1 /2 inch by 4 inch laminated boards, or two 1 inch by 4 inch laminated boards may be permitted. 3. Nail stakes and splices with galvanized common nails. Nail as required for solid installation. 4. Provide header as shown on drawings, laid true to line and grade, protect in-place adjacent improvements, shrubbery and other properties. Place stakes on ground cover side of header. 0. Sand: Provide washed silica sand. P. Root Barrier: U824-2 by Deep Root Corp., (800) 458-7668. Install at all trees within 5' of concrete paving. curbs or mowstrips, or as shown on plans. Install barrier with vertical ribs facing toward the tree and with the top edge 1/2 inch above finish grade. Part 3 EXECUTION 3.01 INSPECTION A. Obtain certification that final grades to 1/10 foot have been established prior to commencing landscaping operations. Provide for inclusion of all amendments, settling, etc. Be responsible far shaping all planting areas as indicated on drawings or as required. B. Inspect trees, shrubs and liner stock p!ant material for injury, insect infestation and trees and shrubs for improper pruning. C. Do not begin planting of trees until deficiencies are corrected or plants replaced. 3. 02 PREP ARA TI ON A. Soil Preparation: 1. After proper finished grades have been verified or established, crass-rip all planting areas to a depth of 12", condition and fertilize soil in accordance with recommendations of soil testing laboratory and as approved by the Owner and City Inspector. The following is for bid purposes only. Uniformly spread and cultivate amendments thoroughly by means of mechanical tiller into tap 6 inches of soil. Application rates per 1,000 square feet: Nitrogen stabilized organic amendment = 6 cubic yards 16-6-S Commercial Fertilizer = 15 lbs. Agricultural gypsum = 200 lbs. Soil sulphur = 15 lbs. 2. At time of planting, ensure that top 2 inches of all areas to be planted or seeded are free of stones, stumps, and other deleterious matter 1 inch in diameter or larger, and free from wire, plaster, concrete, wood, and similar materials which would cause hindrance to planting or maintenance. 8. Final Grades: Make minor modifications ta grade as may be necessary to establish required final grade. Ensure that finish grade provides proper drainage of the site and surface drainage is away from building. Final grades are to be 1 inch below adjacent paved areas, sidewalks, valve boxes, headers, clean-outs, drains, manholes, etc., or as shown on drawings or required by Architect. Eliminate erosion scars prior to commencing maintenance period. 3.03 JUTE MATTING A. Apply and incorporate fertilizer and amendments into the soil as specified prior to jute matting installation. 8. Roll matting in the direction of the flow of water and smooth and secure in place in all areas indicated on plans or as required by local jurisdictions. The material shall be applied without stretching and lie smoothly but loosely on the soil surface. In cases where one roll of matting ends and a second roll begins, the up-slope or up-channel piece shall be brought over the buried end of the second roll so that there is a 12 inch overlap. Where two or more widths of matting are applied, side by side, the overlap shall be not less than 3 inches. C. Maintain jute matting until all work on the Project has been completed and accepted. Maintenance shall consist of the repair of eroded areas and the repair or replacement and re-stapling of loose or undermined matting, including re-seeding and bedding. 0. Make check slots before the matting is rolled out: 1. For drainage channel installation, dig a narrow trench, 8 inches wide by 8 inches deep, minimum, perpendicular to the direction of flaw. Fold jute, the same width as the trench, press into trench and bury with soil. Location of check slots shall be a maximum of 50 feet apart. 2. For slope installation, dig a narrow trench, 8 inches wide by 8 inches deep, minimum, along the top and toe of the slope. Fold jute, the same width as the trench, press into trench and bury with soil. E. Overlap which runs parallel to the direction of flow in channel bottoms shall be stapled at 2 inch intervals. Outside edges, centers and overlaps an banks shall be stapled across the channel at 6 inch intervals. F. Spread loose topsoil over outside edges to allow for smooth entry of water. G. Tap dress jute area with a thin layer of topsoil. After the tap dressing, the yarns shall still be visible. H. Install plant material through matting. I. Any clods, which hold the jute off the ground shall be stamped into the soil. Force jute matting down into any depressions and secure with staples. J. The matting shall completely caver all slope areas as indicated an plans. Overlaps must be ample and well stapled. Lay matting smoothly, loosely and in continuous contact with the sail surface at all paints. 3.04 PLANTING INSTALLATION A General: 1. Perform actual planting only during those periods when weather and soil conditions are suitable and in accordance with locally accepted practice, as approved. 2. Distribute in planting areas only as many plants as can be planted and watered that same day. 3. Ensure that containers which are opened and plants removed are handled with care such that ball of earth surrounding roots is not broken and that plants are planted and watered immediately. Do not open containers prior to placing plants in planting areas. 4. The irrigation system shall be operational and approved prior to planting. 8. Pre-plant Weed Control: 1. Use a non-selective systemic contact herbicide as recommended and applied by an approved licensed landscape pest control advisor and applicator. Leave sprayed plants intact for at least 15 days. 2. Clear and remove these existing weeds by mowing or grubbing off all plant parts at least 2 inches below surface of sail over entire areas to be planted. 3. After irrigation weed germination. required. system is operational, apply water far 10 days as needed to achieve Apply contact herbicides and wait as needed before planting. Repeat as 4. Maintain weed free site until acceptance by Owner. C. Lay-Out: Mark locations for plants and outlines of areas to be planted before any plant pits are dug. Gain City approval. If underground construction or utility lines are encountered in the excavation of planting areas, other locations for planting may be selected by Owner. Accomplish layout with flagged grade stakes indicating plant names and specified container size on each stake. Confirm location and depth of underground utilities and obstructions. D. Planting of Trees and Shrubs: 1. Strip and stack approved excavation far planting which is encountered within areas for trenches, tree holes, plant pits and planting beds. 2. Remove from site excess soil generated from planting holes and not used for backfilling. 3. Protect areas from excessive compaction when trucking plants or other materials to planting areas. 4. Provide excavated holes with vertical sides with roughened surfaces and of a size twice the diameter and 1-1 /2 times the depth of the root ball for all trees and shrubs. 5. Cut cans on two sides with acceptable can cutter only. Do not injure root ball. Superficially loosen edge roots on three sides after removing from can. 6. Remove bottom of plant boxes before planting. Remove sides without damage to root ball after positioning plant and partially backfilling. 7. Center plant in pit or trench. 8. Face plants with fullest growth into prevailing wind. 9. Set plant plumb and hold rigidly in position until soil has been firmed around ball or roots. 10. Backfill container plants with: 6 parts by volume on-site soil 4 parts by volume organic amendment 1 pound 6-20-20 fertilizer mix/cu. yd. of mix 2 pounds iron sulfate per cubic yard of mix Note: The above is for bid purposes only. Specific backfill recommendations are made as a result of the soils testing described on the planting plan. 11. Raise all plants which settle deeper than the surrounding grade. After plant has been placed, add sufficient backfill to hole to cover approximately 1/2 of root ball. Add water to the top and thoroughly saturate root ball and adjacent soil. 12. After water has completely drained, place planting tablets: 1 tablet (5 or 7 gram) per flat size plant 1 tablet per 1-gallon container 2 tablets per 5-gallan container 3 tablets per 15-gallon container 4 tablets per 24 inch box 5 tablets per 30 inch box 6 tablets per 36 inch box 7 tablets per 42 inch box 8 tablets per 48 inch and larger boxes Set planting tablets with each plant on top of root ball while plants are still in their containers so the required number of tablets can be verified. 13. Backfill remainder of hole and tamp plant after backfilling. Provide basin of Construct basins with amended backfill. firm. Construct an earthen basin around each depth sufficient to hold at least 2 inches of water. Remove basin in all turf areas after inltial watering. 14. Limit pruning to minimum necessary. not be done prior to delivery of plants. paint. Remove injured twigs and branches. Pruning may Paint cuts over 3/4 inch in diameter with tree 15. Stake trees immediately after planting. Install stakes plumb. 16. Do not bring iron sulfate into contact with concrete surfaces due to potential staining. Contractor is responsible far cleaning or replacing stained surfaces. E. Planting Groundcover: 1. Ensure that groundcover remains in the flats until transplanting. Flats' soil must contain sufficient moisture so it will not fall apart when lifting plants. 2. Plant groundcavers in straight rows evenly spaced unless shown otherwise, and at intervals required by drawings. Use triangular spacing unless otherwise noted on drawings. 3. Plant each rooted plant with its proportionate amount of flat soil. after planting until entire area is soaked ta full depth of each hole. damage and trampling. F. Hydroseeding: Immediately sprinkle Protect plants from 1. Install large trees and shrubs (5 gallon and larger) if they occur in hydroseeded areas. 2. Install trees and shrubs (1 gallon) and groundcavers from flats if they occur in h ydraseeded areas. 3. Provide seed mixes as shown on plan. 4. Apply hydro-seed by an approved hydro-mulch company. 5. Apply in a form of slurry consisting of cellulose fiber, seed, chemical additives, commercial fertilizer and water. When hydraulically sprayed on soil, ensure that hydro-mulch forms a blotter like groundcover impregnated uniformly with seed and fertilizer and allows the absorption of moisture and rainfall to percolate to the underlying soil. 6. Prepare the slurry at the site by first adding water to the tank when the engine is at half throttle. When water level has reached height of agitator shaft, provide full circulation, then add seed, followed by fertilizer, then mulch. Only add the mulch to the mixture after the mulch shall be in. Commence spraying immediately when tank is full. 7. Spray with uniform visible coat by using the green color as a guide. Apply the slurry in a sweeping motion, in an arched stream so as to fall like rain allowing the wood fibers to build on each other until a good coat is achieved and the material is spread at the required rates. 8. Remove slurry not used within two hours from the site. 9. Fill out the daily worksheets by the nazzleman, with the fallowing information: Seed type and amount, mulch type and amount, number of loads and amount of water, seeding additive type and amount, area covered and equipment used, capacity and license number. 10. Do not allow any slurry to be sprayed into any reservoir basin or drainage ditches and channels which may impede the flow of rain or Irrigation water. Clean up any spilled slurry. 11. After application of hydro-mulch, wash excess material from previously planted materials and architectural features. Avoid washing or eroding mulch materials. 12. Ensure that application equipment has a built-in agitation system ond operating capacity sufficent to agitate, suspend and mix a slurry containing not less than 40 pounds of fiber mulch plus a combined total of 7 pounds fertilizer solids far each 100 gallons of water. 13. 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. Capacity requirement is 1,500 gallons, mounted on a traveling unit, either self-propelled or drawing by a separate unit which will place slurry tank and nozzles within sufficent proximity of areas to be seeded. 14. Hydraulic equipment used for pesticide applications shall consist of a clean 150 gallon capacity fibergiass tank complete with mechanical agitation. Pump volume shall be 10 gallons per minute while operating at a pressure of 100 pounds per square inch. Distribution lines shall be large enough to carry the volume of water necessary for even chemical distribution. Spray nozzle must caver a 15 foot swath, with a minimum output of 5 gallons per minute at 80 pounds per square inch. G. Sod Planting: 1. Remove rocks, weeds, debris from areas to be sodded. Work up sail ta a depth of 6 inches, and break up all clods. 2. Carefully smooth all surfaces ta be sodded. Roll area to expose sail depressions or surface irregularities. Regrade as required. 3. Spread turf fertilizer 16-20-0 onto soil evenly at rate of one pound per 100 square feet of lawn area. Rake in lightly. Be sure sail is level and smooth before laying sod. Avoid laying sod on bone dry soil. 4. Lay first strip of sad slabs along joints tightly, do not overlap edges. masonry. Use a sharp knife to cut a straight line use a string in irregular areas. Butt On second strip, stagger joints much as in laying sod to flt curves, edges, sprinkler heads. 5. Do not lay whole lawn before watering. When a conveniently large area has been sodded, water lightly preventing drying. Continue to lay sad, and to water until installation is complete. 6. After laying sad, roll lightly to eliminate irregularities and to farm goad contact between sod and soiL Avoid heavy rol!er or excessive initial watering which may cause roller marks. 7. Water thoroughly the completed lawn surface. Soil should be moistened at least 8 inches deep. Repeat sprinkling or regular intervals to keep sod moist at all times until rooted. After sod is established, decrease frequency and increase amount of water per application as necessary. 8. Replace all dead or dying sod with equal material. H. Mulch Cover: Dress all graundcover, perennial and annual beds with 3" layer of mulch, except slopes 3: 1 or steeper and turf areas. 3.05 CLEAN-UP A. After all planting operations are complete, remove all trash, excess soil, empty plant containers, and rubbish from the property. Repair scars, ruts and other marks in the ground and leave ground in a neat and orderly condition.. B. Leave the site in a broom-clean condition, and wash down all paved areas within the project site. Leave walks in a clean and safe condition. 3.06 OBSERVATION SCHEDULE A. Notify Owner and City Inspector in advance for the following inspections, according to the time specified: 1. Pre-Job conference -7 days (city inspector shall attend). 2. Final grade review -48 hours. 3. Plant material review -48 hours. 4. Plant layout review -48 hours. 5. Soil preparation and planting operations 48 hours. 6. Pre-maintenance -7 days. 7. Final inspection -7 days. 8. If Owner authorizes a party other than the Landscape Architect ta make scheduled inspections, present Landscape Architect with evidence of such inspections. C. No site visits shall commence without all items noted in previous observation reports either completed or remedied unless such compliance has been waived by the Owner. Failure to accomplish punchlist tasks or prepare adequately for desired inspections shall make the Contractor responsible far reimbursing the Owner at Consultants current billing rate per hour plus transportation costs. No further inspections shall be scheduled until this charge has been paid and received by the Owner. SECTION 02970 LANDSCAPE MAINTENANCE Part GENERAL 1.01 SECTION INCLUDES 1.02 A. 90 day maintenance. B. Weeding. C. Fertilization. RELATED WORK SPECIFIED IN OTHER SECTIONS A. Section 02811 -Landscape Irrigation. 8. Section 02950 Landscape Planting. C. Section 02520 1.03 QUALITY ASSURANCE Portland Cement Concrete Paving. A. Provide services by an experienced landscaping maintenance company. 1.04 MAINTENANCE PERIOD A. Continuously maintain all site areas involved in this contract during the progress of work and during the maintenance period until final acceptance of the work by City. Improper maintenance or possible poor condition of the project at the termination of the scheduled maintenance period may cause postponement of the final completion date of the Contract at no additional cost to Owner. Continue maintenance until acceptable to the Owner. 8. Provide sufficient numbers of workers and adequate equipment to perform work during maintenance period. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 4381002 Fax 760 4381155 www.ridgela.com DATE L.A. EXP. REVIEWED BY, INSPECTOR DATE LANDSCAPE SPECIFICATIONS BRESSI RANCH LOT 33-39 >---+--+----------__,. _ __, ~---C:{. fief: ~-q . .,,, I APPROVED ,_ -~'· II >---+--+-----------------'----' :=P::::LA::=N:::N:::IN=G===:::;-;::======:::;-;::=::::D:=A::::TE=::==::::::! DATE BY DESCRIPTION APP'D REVISIONS DWN BY_____ PROJECT NO. CHKD BY RS FIELD BY PIP05-06 DRAWING NO. 442-5L I I L7.3 1.05 SECTION 02970 LANDSCAPE MAINTENANCE (cont'd.) C. Maintenance period does not start until all elements of construction, planting, and irrigation for the complete project are in accordance with the contract documents for this project. D. Request an inspection to begin maintenance period after all planting and related work has been completed in accordance with contract documents. Maintenance period commences as described in written notification by the Owner. E. Prior to commencement of maintenance period, ensure that all ground covers and lawn areas have been planted and that all lawn areas show an even, healthy stand of grass seedlings or sod, grass having been mown twice. F. Any day or days that there is failure to properly maintain plantings, replace suitable plants, perform weed control or maintain hardscape areas will not be credited as part of the 90 days maintenance. The project will not be segmented into maintenance phases. G. Keep paved areas free of silt, dirt, leaves and other planting area debris. Maintain these areas at least broom clean through the duration of the maintenance period, cleaning no less often than once per week. GUARANTEE AND REPLACEMENT A. Guarantee: materials and condition due Guarantee plant material against any and all poor, inadequate or inferior workmanship for one year. Replace plants found to be dead or in poor to faulty materials or workmanship, at no extra cost to Owner. B. Replacement: Replace materials found to be dead, missing or in poor condition during the maintenance period immediately. The Architect is the sole judge of the acceptability of condition. Make replacements of materials within 15 days after condition develops or written notification from Architect has been sent. Architect has the right to make emergency repairs without releasing Contractor's guarantee and warranty to Architect. i.06 INSPECTIONS A. Request normal progress inspection at least 72 hours in advance of an anticipated inspection. Inspections are as follows: 1. Immediately prior to commencement of this maintenance work. 2. Completion of first 90 day maintenance period. 3. Final acceptance. 1.07 PROJECT FINAL ACCEPTANCE A. Prior to date of final inspection, acquire approved reproducible prints and finally record from the job record set, all changes made during construction and deliver them to Architect. B. Deliver guarantees to Architect. Part 2 PRODUCTS 2.01 MATERIALS A. Ensure that all materials conform to other sections of these specifications for planting and irrigation, and as acceptable to Architect. B. Provide monthly record of all herbicides, insecticides and disease control chemicals used on site. Part 3 EXECUTION 3.01 MAINTENANCE A. Weed and cultivate all areas at intervals of not more than 10 days. B. Perform watering, mowing, rolling, edging, trimming, fertilization, spraying, pest control, and cleaning as may be required. C. Street gutters and curbs are to be included. D. Maintain adequate protection for people and property, and be financially responsible for damages and injuries. Notify the Architect immediately should damage occur as a result of maintenance operations and provide repair or remuneration. E. Between the 15th and 20th calendar day of the maintenance period, reseed or resod all spots or areas within the lawn where normal turf growth is not evident. F. Fertilize as specified by the agronomic soils testing recommendations and as follows for bid purposes: 1. Commencement of maintenance period -6 pounds per 1,000 square feet with top dress fertilizer. 2. At end of first 30 days of maintenance period -6 pounds per 1,000 square feet with top dress fertilizer. 3. At end of maintenance period and at 30 day intervals should maintenance period be extended for any reason -6 pounds per 1,000 square feet with fertilizer mix. 4. Avoid applying fertilizer to the root ball and base of main stem; rather, spread evenly under plant to drip line. Rates will vary from about a cup of nitrate fertilizer (depending upon nitrogen percentage) around a newly installed small plant to about 1 /2 pound of actual nitrogen per inch of truck diameter measured four feet from the ground for mature trees. G. Replacement of plants: Replace dead, dying and missing plants with plants of a size, condition and variety acceptable to the Architect at no additional cost to the Owner. 3.03 GROUNDCOVER CARE A. Weed control: Control weeds, preferably with pre-emergent herbicides, but also by hand or with selective systemic herbicides. Hoe weeds as little as possible since this may result in plant damage. B. Watering: Water enough that moisture penetrates throughout root zone and only as frequently as is necessary to maintain healthy growth. C. Trash: Remove as it accumulates, but no less often than weekly. D. Edging and trimming: Edge ground cover to keep in bounds. E. Replace dead and missing plants at no additional cost to the Owner. 3.04 LAWN AND TURF CARE A. Turf must be well-established prior to final acceptance. B. Watering: Water lawns at such frequency as weather conditions required to replenish soil moisture below root zone. C. Weed control: If needed, control broad leaf weeds with selective herbicides. D. Mowing: 1. Perform mowing at such times of the day or week as may be requested by the Owner so as not to impede the Owner's operations. Mowing times may be at times other than normal working hours or days. Perform work at Owner's convenience at no additional cost to the Owner. 2. Clean up grass clippings during and after mowing, and remove legally from site. Use of blowing-type equipment in lieu of sweeping or vacuuming is not acceptable. E. Renovating: 1. If required, remove thatch by verticutting,preferably in the Fall of the year, but otherwise in the Spring. At this time, fertilize with nitrate and over-seed if needed. Over-seeding must precede pre-emergent herbicides by at least 4 to 6 weeks. Normally, this means that lawns which have been invaded by crabgrass would be renovated and over-seeded in the Fall and treated for crabgrass control in the following late Winter. 2. Clean up grass clippings during and after mowing, and remove legally from site. Use of blowing-type equipment in lieu of sweeping or vacuuming is not acceptable. 3.05 IRRIGATION SYSTEM A. Inspection: Check all systems for proper operation. Lateral lines must be flushed out after removing the last sprinkler head or two at each end of the lateral. Adjust heads as necessary for unimpeded coverage and no overspray. B. Controllers: Set and program automatic controllers for seasonal water requirements. Give Owner a key to controllers and instruction on how to turn off system in case of emergency as specified in other sections of these specifications. C. Repair all damages to irrigation system at no additional cost to the Owner. Make all repairs within one watering period. 3.02 TREE AND SHRUB CARE END OF SECTION A. Watering: Maintain a large enough water basin around plants so that enough water can be applied to establish moisture through the major root zone. When hand watering, use a water wand to break force of water. B. Pruning: 1. Prior to any pruning, obtain written approval from the Architect to proceed. 2. Trees: a. Propose tree pruning to the Architect should there be health or structural reasons for doing so, including the need to eliminate diseased or damaged growth, eliminate structurally unsound growth, reduce potential for wind toppling or wind damage, or maintain growth within limited space. b. If requested by the City provide pruning for aesthetic enhancement according to "pruning" by Sunset Books. c. Major pruning of deciduous trees shall be during their dormant season. 3. Shrubs: a. The objectives of shrub pruning are the same as for trees. Do not clip shrubs into balled or boxed forms unless such is required by the design. b. Make pruning cuts to lateral branches or buds or flush with trunk. Stubbing will not be permitted. C. Staking and guying: Ensure that stakes and guys remain in place through acceptance and monitor to prevent girdling of trunks or branches and to prevent rubbing that causes bark wounds. All nursery stakes shall be removed. D. Weed control: Keep all areas free of weeds. Use recommended legally approved herbicides. Avoid frequent soil cultivation that destroys shallow roots. Use mulches per specifications to help prevent weed seed germination. E. Insect and disease control: Maintain a reasonable control with approved materials. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER. ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. R I D G E LANDSCAPE A,CHITECTS 755 Raintree Drive, Suite 300 Carlsbad. CA 92009 Tel 760 4381002 Fax 7604381155 www.ridgela.com L.A. REVIEWED BY: INSPECTOR DATE EXP. DATE BY DESCRIPTION DATE REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE SPECIFICATIONS BRESSI RANCH LOT 33-39 APPROVED ~I ~, PLANNING OWN BY CHKD BY RS FIELD BY l::r. \Jlol.t PROJECT NO. PIP05-06 DATE DRAWING NO. 442-5L I L7.4