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Home My WebLink AboutDWG 442-2L; PIP 05-24; THE TOWERS BRESSI RANCH LOTS 24-28; 01-271 DEPARTMENT OF ENVIRONMENTAL HEAL TH 1 RECYCLED WATER STANDARD PLAN NOTES ; 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND R!cGULATIONS. '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. j 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 PROTECT!:D 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 HEALTH 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/ 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 POTABLIE 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 OTAYWATER DISTRICT'S RULES AND REGULATIONS. i 1e. 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/ 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 AVAILABLIE, 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 / 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 JIM WEBSTER AT {858) 812-7910 OR AFTER HOURS CONTACT JIM WEBSTER AT (602) 319--0941 22. ALL ~UBLIC 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. CALL10UT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/ OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE. 24. EDU CA TE 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 GRAD"ING 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. ENGINEER'S SIGNATURE REQUIRED ON SHEET 1 ONLY REVIEWED ENGINEERING PLANCHECKER DATE 1 I (FUTURE) RECYCLED WATER SYSTEM (PRIVATE) BRESSI RANCH -LOTS 24-28 Carlsbad, California INSPECTION PROCEDURES 1. PROJECT LANDSCAPE ARCHITECT CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES B. TRENCH DEPTHS C. REQUIRED SEPARATION (HORIZONTALLY ANO 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 0. 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" ANO "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 SUBMITTAL$. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM." A REQUEST FORA FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: (780) 944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4802 ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT www.ci.csrlsbad.ea.us/pdfdoc.hlml?pid=340 OR CALL (760) 438--2722. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXCERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. CAPE ARCHITECT FIRM NAME AND ADDRESS: TELEPHONE NUMBERS: REGISTRATION NUMBER: EXPIRATION DATE: DEVELOPER NAME AND ADDRESS: TELEPHONE NUMBER: RIDGE LANDSCAPE ARCHITECTS 755 RAINTREE DRIVE, SUITE 300 CARLSBAD, CA 92009 (760) 438-1002 / (760) 438-1155 FAX 2809 MAY 31, 2007 RYAN COMPANIES US, INC. 9171 TOWNE CENTRE DRIVE, SUITE 460 SAN DIEGO, CA 92122 (858) 812-7910 CARLSBAD MUNICIPAL WATER DISTRICT .$A;t:z~u,,u.,✓ L,0~/4c WILLIAM E. PLUMMER, DISTRICT ENGINEER ' DAl' R.C.E. 28176 COUNTY OF SAN DIEGO Department of Environmental Health -Land Use Division 1:lLE~EKS Environmental Land Use Specialist Ill DATE SHEET INDEX SHEET TITLE SHEET NUMBER RECYCLED WATER/ TITLE SHEET 1 CONSTRUCTION PLANS 2-5 CONSTRUCTION ENLARGEMENTS 6 CONSTRUCTION DETAILS & NOTES 7 IRRIGATION PLANS B -13 IRRIGATION NOTES & LEGEND 14 IRRIGATION DETAILS 15 -16 PLANTING PLANS 17 -22 PLANTING DETAILS & NOTES 23 LANDSCAPE SPECIFICATIONS 24-27 SIGNAGE NOTES I. THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PEl!:MANENTL Y 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. 11. 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 SOAS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQlJIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HANO 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 15 YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATI~ AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE ANO DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. 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. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. EACH AUTOMATIC CONTROLLER AND ITS ASSOC IA TED 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. TYPICAL SIGNS BLACK LOGO --PURPLEBACKGROI.JND I 11" BLACK LETT~RS In Order to Conserve Water ... RECYCLED WATER (N. T.S.) 1 IN USE ---._ DONOT ®NOTOME ~ ,t 12" X 36" SIZE 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 R I D G E LANDSCAPE ARCHITECTS L,A, DRINK EL AGUA Wll.SH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS •AS-BUILT D-"TE E~P. REVI EWEO BY, 1 '.111 755 Raintree Drive, Swte 300 c.,,.bad, CA 92009 Tel 780 4381002 Fax 7604381155 www.ridgela.com INSPECTOR DATE I I I I CROSSOVERS--4+-4-4+---.. OFRWANDPW MAIN -RW MAIN TO BE SLEEVED PER NOTE 16, THIS SHEET LU :w : a: 1- jz, z 0 PROJECT MAP I ' NOTTO SCALE C\I CROSSOVERS OFRWANDPW MAIN -RW MAIN TO BE SLEEVED PER NOTE 16, THIS SHEET TRACT NO. CT 02-15 BRESSI RANCH, LOTS NO 24-28, MAP NO. 14960 SHEETS 12 & 21 SYMBOL ----PVV----- --RW--- -.,. •·-RW• • .,.,.,. ALL LANDSCAPED AREAS - - •$-,_ ---- * -®----- SHEETS 13 &22 LEGEND DESCRIPTION PROPOSED POTABLE WATER SYSTEM ' EXISTING RECYCLED WATER SYSTEM PROPOSED IRRIGATION SYSTEM MAINLINE AREA OF RECYCLED WATER USE LOCATION OF RECYCLED CONNECTION POINT($) -METER & BACKFLOW PREVENTION "DO NOT DRINK" SIGN LOCATIONS LOCATION OF POTABLE CONNECTION POINT{S) -METER & BACKFLOW PREVENTION PROJECT SITE RD "' .... ClAT8"AY RD. () )> ~ ,.; "' ~ ;z 0 J :,:, m <( )> ,.. itl LN KEYMAP NOTTO SCALE VICINITY MAP NOTTO SCALE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DEPARTMENT TITLE SHEET FOR: THE TOWERS BRESSI RANCH LOTS 24-28 I APPROVED tJ!.oit /ID , I '!.· e:>w . l'f..Jj fu PLANNING DATE DWN BY l'flOJIICT NO. DRAWING NO. RS CHKD BY FIELD BY PIP05-24 442-2L LtO / I ... I I A~ I " t. I y\' !i / 1' I ~I . ~ j ~[I w~ ··•W 0:: t-, Cl) Z! ' ' \0 ' ~.-p ·z· i. . ._ ,, 7 • _, ·z - . . PR9f'J;RTY LI NE / RIGHT-OF-WAY I .•LINE,TYPIC)>,L ... I V ', I, ' ., ' ' " Ai' 1. . .. ' ' ' w . : ' _.,_ ' FOR TYPICAU>AVING LAYOUT AT BUILDING ENTRY, SEE ENLARGEMENT A, S.HEET L2.1 BUILDING I P. 10 S2 11 S3 \ . ··· 11---~-+-', PA ,©-; '' -+-- 11 S3 iBUILDING • ' i J . FbR TYPICAL PAVING LAYOUT , < AT BUILDING ENTRY, SEE P.A. \i.' \e~LARGEMENT A, SHEET L2.1 ·;g' / // TURF - :: ' ' SHEETS 12 & 21 - i i'.' •1 ·k . ------------t.-~.• i11-~(-t~f_'·-,.,_ :· _•.,,,,_ ··-·-··---·-··1'>"<·_t: •···· "-'•• ·······_,;--,, · ~iii GJSIHijR:Tfr'.\t!/"'SHEE~:<~ •j >'." > 0i5, l1&. 20 41 1,0 &-.1Jt ,_ , 1-'1.1. K , : :, '.· ·. . -. <,/'-""'\ .,,.,_ cr.i:/1 .. ,, 0'_, ~-; ,, lJJ ;,; Z/! I ~ 0 p '';t , , .. _O/ (Ill:' t 0':r · , M:, ]i=iEETs"t c ! ... , .,l,,Sl;±fEETS > 1 . -r ·•·•, (l. A fE WAY;' ·· ····· ·· ·· ... 'f\ . ·· ,,eoc• '""' <" ;,;,,,;,,~--·'' ., ' ,,: ":'t\$/ KEYMAP NOTTO SCALE ' MATCHLl~E -SEE SHEET L 1.4 (5) .. -.. ;". ------------------· . ',: ·: P.A 1 ■ ;, I ........ ,,L.,. . s·u1UDING PA I L\ I I J I • }\~l.fri$-?'..):.;:) \>t~.:::<:>::·.: :: ;:j;):.·.~f r.·§;it.:;:~/(;;,.~;;<, """1~ ,/~---·--, /,...., ..._.,·, tllfllll, -~......,:-, \_ SEE ENLARGEMENT PLAN E -SHEET L2J .,,--FOR TYPICAL PAVING LAY~UT AT BUILDING ENTRY, SEE ENLARGEMENT A, SHEET 1.2.1. L .GATEWAY --- FOR CONSTRUCTION DETAILS AND NOTES, SEE SHEET L2.2 (7). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (24 -27). 0 10 20 40 60 SCALE AND NORTH • • CONSTRUCTION LEGEND ' , ______ _ -------------\~ -----------=,r-·"t l \ ' BUILDING M ' FOR TYPICAL PAVING LAYOUT \ AT BUILDINGENTRY, SEE ENLARGEMENT A, SHEET L2.1 . . ... BUILDING N • I I I I _I _ _._'""' , .. n\·_· _,,...._'"'":~~~ --Jv--i-4 GRADING & DRAINAGE NOTES A. CROSS SLOPE OF SIDEWALK TO BE A MAX. OF 2%. 0. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE , DRAINAGE AWAY FROM BUILDING. C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. I R I D G E LANDSCAPE ARC~ I TECTS 755 Raintree onve, Suite300 Cansllad, CA 92009 Tel 760 4381002 Fex 760 4381155 www.rioggb.com • . 7 P.A. PA P.A. I 11"'1'1~✓-.';;;;;j_/ . '·,1) . ,·4'--....J·:,! .• ., ·· ... ! I \ I J,I , '.I t I • I, I I' I I I ·1\ I I I I I \I 1 I I I ' . P.A. •.· · ... •·~ . I I I I I r I -t- 1 --l (') -IN . I ...,: ';€1..J . t- P.A. W IW •. :c: -I (I) ----i-w IW -----1. (/) I , w ---•z T ::::i --I 13 ---. ~ r:-. ....... • ~ PA ~::: 'ki0''.-J" ·'.·Y.•:• I I I I I I I I /::i:,\' J~V · A4~N. n'f· fC::t I I I I I .\ r\. i[ I P~-;'£ \\ ~-'· " 15' '--PROPERTY LINE/ RIGHT-OF-WAY ,,. • LINE.,TYPICAL SYMBOL LEGEND -----EXPANSION JOINT CONTROL JOINT PA PLANTER AREA TURF TURF AREA H&-1 I .1 I ::-::::-:e1, .. -1>;, •••·· I I 7 (D 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. © 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 CONCRETE MOWSTRIP PER DETAIL E, SHEET L2.2. @ CONSTRUCT POURED-IN-PLACE CONCRETE SEATWALL PER DETAIL F, SHEET L2.2. ® FURNISH AND INSTALL TABLE AND CHAIRS. @ FURNISH AND INSTALL TRASH RECEPTACLE. @ FURNISH AND INSTALL BENCH. @ CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL A, SHEET L2.2. @ CONSTRUCT VEHICULAR CONCRETE BAND PER DETAIL C, SHEET L2.2. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY @ TRELLIS STRUCTURE PER ARCHITECT'S SHEETS @ TRASH ENCLOSURE CIVIL ENGINEER'S SHEETS . © CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. @ PARKING LOT STRIPING PER CIVIL ENGINEER'S SHEETS. ® A.C. PAVING PER CIVIL ENGINEER'S SHEETS. ® KEYSTONE RETAINING WALL PER CIVIL ENGINEER'S SHEETS. @ FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS. ® O" CURB AT HC PARKING PER CIVIL ENGINEER'S SHEETS. © WATER METER/ BACKFLOW PER CIVIL ENGINEER'S SHEETS. 0 FIRE DETECTOR CHECK PER CIVIL ENGINEER'S SHEETS. ® PLANTED BIOSWALE AND RELATED DRAINAGE STRUCTURE 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: Ifill I I IMIU!iiMJ!I I'""" ....... , ................ ................ '.". ,., ....... . ················ ................ tit I ' WALLS: f4t ii ii ; SYMBQ\. KEY DESCRIPTION MANUFACTURER CONCRETE PAVING CONCRETE BAND INTEGRAL COLOR CONC. PAVING CONCRETE PAVING CONCRETE MOWSTRIP POURED-IN- PLACE CONC. SEATWALL L.M. SCOFIELD (800) 800-9900 KEY DESCRIPTION MANUFACTURER SITE FURNISHINGS· Ifill [§J = ~ PRECAST CONCRETE TABLE PRECAST CONCRETE TRASH RECEPTACLE W/ ALUMINIUM LID PRECAST CONCRETE BENCH SAN DIEGO PRECAST (619) 449-6810 SAN DIEGO PRECAST (619) 449-6810 SAN DIEGO PRECAST (619) 449-6810 COLOR NATURAL GRAY NATURAL GRAY 'WESTWOOD BROWN', C-27 NATURAL GRAY NATURAL GRAY NATURAL GRAY FINISH/ PATTERN MEDIUM BROOM LIGHT BROOlvl MEDIUM SANDBLAST FINISH EXPOSED AGGREGATE LIGHT BROOM SACK FINISH MODEL TS44R 4TOP&3TOP (ACCESSIBLE) TR14RM B3060CT COMMENTS BROOM STROKES PERPENDICULAR TO EDGE OF PAVING BROOlvl STROKES PERPENDICULAR TO SAWCUTSPER PLAN VEHICULAR PAVING THICKNESS BROOM STROKES PERPENDICULAR TO EDGE OF MOWSTRIP COLOR/ FINISH 'WESTWOOD BROWN', C-27 BY L.M. SCOFIELD/ LIGHT SANDBLAST 'WESTWOOD BROWN', C-27 BY L.M. SCOFIELD/ LIGHT SANDBLAST 'WESTWOOD BROWN', C-27 BY L.M. SCOFIELD/ LIGHT SANDBLAST 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 IMPUEMENTATION IN FIELD. CITY OF CARLSBAD PLANNINC:I DEPARTMENT LANDSCAPE CONSTRUCTION PLAN THE TOWERS BRESSI RANCH LOTS 24-28 DATE E~P. REVIEWED BY: PLANNING DATE DATE BY DESCRIPTION APP'D OWN BY_...:B==D::___ CHKD BY--'-R'-"S __ FIELD BY P'AOJECT NO. PIP05-24 DRAWINII NO. 442-2L INSPECTOR DATE REVISIONS Lt1 I ! . i r--------~),.'iW'-~OL!lo ----_. --11111 ...... nii-,i.-, .. :i 'r I , I --'-cl I , I l11T---20' it. 'ATcR l· }llk.1-<>-r::1'11 , cASEMcNr /Fi\=~ / .• f r--.JJ P.A. PA I FOR TYPICAL PAV,(Ni1 ,LAYOUT ATBUILQING ENTRV,$EE ENLARGtMENT A, SHEET L2.1 I • I I ------.,_-_ ----7------.. --'.' \, FOR TYPICf'.L PAVING LAYOUT AT BUILDING ENTRY, SEE ... EIIILARGEMcNTc&S~TL2, 1 r I P.A.ti!J ~,e!h!llm!!!!!!lll!~--===;=====~ -·\ I I ' I // \, P.A. / G I \ I . I I• 1 ..- L J P.A. •• I \ I FOR TYPICAL PAVING LAYOUT 1 AT BUILQiNG ENTRY, SEE I ENLARGEMENT A, SHEET L2.1 I I I I I I I I I I I I i I I •• • BUILDING ,R .2 P2 . I r l . I I I --..... / P1 / I,©-,, I: L 1 P.A. R5' • <o Gi FOR TYP,ICAL PAVING LAYOUT AT BUILDING ENTRY, SEE ENLARGEMENT A, SHEET L2.1 --- PA PALOMAR AIRPORt .ROA : · ·.. • ... .. ", I • .. • -D SHEETS 12 & 21 " ' --. ' ' ~-.. ',,,,, .. 1 SHEETS 13 &22 - / p KEYMAP NOTTO SCALE i BUILDING Q . : .. •. 6 P1 \,.;;,,j V' -' P.A - ·_;:: .. :., -·- \ -- - "' • P.A. ,.__L.. __ _j / \ P.A. \ SEE ENLAR.GE"41.NT-;- J;!l,AN-fr-SHEET L2.1 • G / _ ___,-,··- FOR CONSTRUCTION DETAILS AND NOTES, SEE SHEET L2.2 (7). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (24 -27). 0 10 20 40 60 SCALE AND NORTH --'- P.A. P.A. •-··y;' I P.A. 1 I I I I I I P1 I I I I I \/ lb----...rl I ) ':'~A; :: ... - . ~:•."!:·'"'!-. "' " -e~" ..,j ' ', di / l*' ' ' ! i 1 I_ I :\ ------ GRADING & DRAINAGE NOTES A. CROSS SLOPE OF SIDEWALK TO BE A MAX. OF 2%. B. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. -- < .A. , I ! i : ' \ ! j i "\ .. I ....I.I a..· 1-- ....ll ' 0 ·-\u : i l l ' : PROPERTY LINE':l er0HT Of-"WAY , Ll!)IE, TYPICAL / f;'•,,'. ----\ SYMBOL LEGEND -----EXPANSIONJOINT CONTROL JOINT P.A. PLANTER AREA TURF TURF AREA \ 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. © CONSTRUCT COLD JOINT PER DETAIL B, SHEET L2.2. ® CONSTRUCT EXPANSION JOINT PER DETAIL 8, SHEET L2.2. © CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL D, SHEET L2.2 0 CONSTRUCT CONCRETE MOWSTRIP PER DETAIL E, SHEET L2 .2. @ CONSTRUCT POURED-IN-PLACE CONCRETE SEATWAUL PER DETAIL F, SHEET L2.2. ® FURNISH AND INSTALL TABLE AND CHAIRS. @ FURNISH AND INSTALL TRASH RECEPTACLE. @ FURNISH AND INSTALL BENCH. @ CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL A, SHEET L2.2. @ CONSTRUCT VEHICULAR CONCRETE BAND PER DETAIL C, SHEET L2.2. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY @ TRELLIS STRUCTURE PER ARCHITECT'S SHEETS ® TRASH ENCLOSURE CIVIL ENGINEER'S SHEETS. © CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. @ PARKING LOT STRIPING PER CIVIL ENGINEER'S SHEETS. ® AC. PAVING PER CIVIL ENGINEER'S SHEETS. ® KEYSTONE RETAINING WALL PER CIVIL ENGINEER'S SHEETS. ® FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS. ® O" CURB AT HC PARKING PER CIVIL ENGINEER'S SHEETS. 0 WATER METER I BACKFLOW PER CIVIL ENGINEER'S SHEETS. 0 FIRE DETECTOR CHECK PER CIVIL ENGINEER'S SHEETS . ® PLANTED BIOSWALE AND RELATED DRAINAGE STRUCTURE 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. ® EUECTRICAL TRANSFORMER PER ELECTRICAL ENGINEERS SHEETS. COLOR AND FINISH SCHEDULE SYMBOL PAVING, 1/271 1· ............ I ................ ................ ................ ................ ................ , .............. . WALLS.- SYMBOL KEY DESCRIPTION MANUFACTURER f1J ffi CONCRETE PAVING CONCRETE BAND INTEGRAL COLORCONC. PAVING CONCRETE PAVING CONCRETE MOWSTRIP POURED-IN- PLACE CONG. SEATWALL L.M. SCOFIELD (800) 800-9900 KEY DESCRIPTION MANUFACTURER SITE FURNISHINGS; 0 ~ = PRECAST CONCRETE TABLE PRECAST CONCRETE TRASH RECEPTACLE WI ALUMINIUM LID PRECAST CONCRETE BENCH SAN DIEGO PRECAST (619) 449-6810 SAN DIEGO PRECAST (619) 449-6810 SAN DIEGO PRECAST (619) 449-6810 COLOR NATURAL GRAY NATURAL GRAY 'WESTWOOD BROWN', C-27 NATURAL GRAY NATURAL GRAY NATURAL GRAY FINISH/ PATTERN MEDIUM BROOM LIGHT BROOM MEDIUM SANDBLAST FINISH EXPOSED AGGREGATE LIGHT BROOM SACK FINISH MODEL TS44R 4 TOP & 3 TOP (ACCESSIBLE) TR14RM B3060CT COMMENTS BROOM STROKES PERPENDICULAR TO EDGE OF PAVING BROOM STROKES PERPENDICULAR TO SAWCUTSPER PLAN VEHICULAR PAVING THICKNESS BROOM STROKES PERPENDICULAR TO EDGE OF MOWSTRIP COLOR I FINISH 'WESTWOOD BROWN', C-27 BY LM. SCOFIELD/ LIGHT SANDBLAST 'WESTWOOD BROWN', C-27 BY L.M. SCOFIELD/ LIGHT SANDBLAST 'WESTWOOD BROWN', C-27 BY L.M. SCOFIELD/ LIGHT SANDBLAST APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ·As-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLAINNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNINQ DEPARTMENT II~ R I D G E LANDSCAPE ARCHITECTS 756 Raintree 0,,,., S.... 300 cansbed, CA 92009 Tel 760 4381002 Fax 180 4381155 www ,ogelll.com DATE L.A. EXP. REVIEWED BY, INSPECTOR DATE LANDSCAPE CONSTRUCTION PLAN THE TOWERS BRESSI RANCH LOTS 24-28 --------------+----l't...-1~. 4:-f:J4.it .... jJ•'""" I APPROVEr • DATE BY DESCRIPTION APP'D DRAWING NO. 442-2L f--+--+-----------------+---;:P:::::LA::::::::N:::::N:::IN:::G::::;;;~=::;-;:======:::;,:=:::::D:::A:::T:::E==== OWN BY--~~~--I PAO IECT NO. 11 CHKD BY-~--PIP0S-24 FIELD BY REVISIONS L1.2 I I I I -~1 • _1--;;, •··-·· r· I :I . .C . -· • ~~---- 1 t ~91 ·1. I I L. .··1<, I I L 1: PA ,:1 i I I . I I I I, I 20' WATER I EASEMENT I , \ TYP. I I I. l_ ~ ~: -_-_--=--=---JI , ! • 11 It+-~-~ 1 • PA P.A. L -__ .,:=;r Ii ~~~r1m I I ' -j1H==~ I ~IH--~-CJ I I ... . . : I l1rr-~ : I i I IH\-. ---J I P.A./ i: •--I I ' I I I I I -- /, P1 6 I I I I,' I PA LIMIT OF PHASE j IMPROVEMENTS . --. ,-, ;'{{ -I --- FOR TYPICAL PAVING LAYOUT 1 AT BUILDING ENTRY, SEE 1ENLARGEMENT}\, SHEET L2.1 I I -- -. . .c.cc= =--____ .. ,,~---.-.. , ... -.. -, ...... -,. .. -. - I BUILDING I 0 ,.-. ~ I -. -.... , .. ~ --.. -.,.--.... J PA , I • T ,;; •. ·-' I ·" ,.; I \ ........... .......... , .... 1,,, ·.:.;.:.:-:•:-:.:.i.:-:-:.:-:-,.::, FOR TYPICAL PAVING P.A LAYOUT AT BUILDING ENTRY, SEE ENLARGEMENT ,A, SHEET L2.1 . ... "'· :::· -L: R32' PA -- I , I E ' I TYP. I P.A. I I .\ \ L----11\ 1 _____ -"~ • \,_>...,,IC.---. -n , I ' ' WATER ~_c..----n\ \ I '. \ '; \ $[M[NT I -~p=, \' ·,:. P.A. I \ I '\·.·.· :--\ '\ ' \ \ ' . \ ', \ ~ I t:. \ 1(\·\\<,• LJ-·· --ni \ \ \_\ _-;:::~I \ \ \i\ .. , •, ' I \ ; . ! . ·, ! ~ I . ' . .. L! ': ! ' .J.x \ ! ! i i . I ·,_ PROF'l;RTY Ll~E . RIGHT-Of-WAY LINE, TYPtc;_A~ U:il .;. , '◄ (.) ' <( .....u CD (.) CONSTRUCTION LEGEND 0 ® ® © ® ® 0 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 L22 CONSTRUCT COLD JOINT PER DETAIL B, SHEET L2.2. CONSTRUCT EXPANSION JOINT PER □ET AIL B, SHEET l2.2 . CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL □. SHEET L2.2. CONSTRUCT CONCRETE MOWSTRIP PER DETAIL E, SHEET l2.2. ® ® CONSTRUCT POURED-IN-PLACE CONCRETE SEATWALL PER DETAIL F, SHEET L2.2 . FURNISH AND INSTALL TABLE AND CHAIRS . @ @ @ @ FURNISH AND INSTALL TRASH RECEPTACLE. FURNISH AND INSTALL BENCH. CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL A, SHEET L22. CONSTRUCT VEHICULAR CONCRETE BAND PER DETAIL C, SHEET L2.2. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY @ TRELLIS STRUCTURE PER ARCHITECT'S SHEETS @ TRASH ENCLOSURE CIVIL ENGINEER'S SHEETS © CONCRETE CURB PER CIVIL ENGINEER'S SHEETS . @ PARKING LOT STRIPING PER CIVIL ENGINEER'S SHEETS. ® AC. PAVING PER CIVIL ENGINEER'S SHEETS. ® KEYSTONE RETAINING WALL PER CIVIL ENGINEER'S SHEETS. ® FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS. ® O" CURB AT HC PARKING PER CIVIL ENGINEER'S SHEETS. 0 WATER METER / BACKFLOW PER CIVIL ENGINEER'S SHEETS 0 FIRE DETECTOR CHECK PER CIVIL ENGINEER'S SHEETS. ® PLANTED BIOSWALE AND RELATED DRAINAGE STRUCTURE 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: 19 I t=®"I I l t Jm••••••••••••Jii••I ~------..... I ................ ................ ................ ................ ................ . .. . . . . . . . . . . . .. WALLS: KEY DESCRIPTION MANUFACTURER CONCRETE PAVING CONCRETE BAND INTEGRAL COLOR CONC. PAVING CONCRETE PAVING CONCRETE MOWSTRIP POURED-IN- PLACE CONC. SEATWALL L.M. SCOFIELD (BOO) 800-9900 COLOR NATURAL GRAY NATURAL GRAY 'WESTWOOD BROWN', C-27 NATURAL GRAY NATURAL GRAY NATURAL GRAY FINISH/ PATTERN MEDIUM BROOM LIGHT BROOM MEDIUM SANDBLAST FINISH EXPOSED AGGREGATE LIGHT BROOM SACK FINISH MODEL COMMENTS BROOM STROKES PERPENDICULAR TO EDGE OF PAVING BROOM STROKES PERPENDICULAR TO SAWCUTS PER PLAN VEHICULAR PAVING THICKNESS BROOM STROKES PERPENDICULAR TO EDGE OF MOWSTRIP COLOR / FINISH ----•~-------------------~----MATCHLINE -SEE SHEET L 1.2 (3) -----------------~------,.;u· ~J'.-"'-\·~-=--~-,..•~P'~A=. ~ ... ~ -• -• ~ -_ : "" I~ J ~ D. ~ i' ----SYMBOL KEY DESCRIPTION MANUFACTURER .. : F'ft.L ,OM_\R •• A !.f _POR'r,, Ro~D SHEETS 12 & 21 I --¾.,:::------ I I I SHEETS 13 &22 O l ,, .. , ;: •;i L M ;, · SHEETS '{ -: -' ;: • I ffili-lEETS i , ,. ,i i o. . < .. , .. -'. ·r ... pi·;·"~" & 1-·: .. 2 !W':& 17 ·--· ;, -"·"' o -· .. >--; >,, ;:·;"::;~, J·/c' • .j/ ·:\:· )M Q ,;;c-",,. u-J:1 O · N ,11·" '1 •=w,. o · zi, ... w·< -..-· >~~:{:; .1 ~~:~:·,~·":'~-•--,~/~'.;:_~-.:,,.•\,ti u_'.L z . • J ,J'..,; R · ··-' ... -,-+ .. , '·_d\ • % .. -:',, ~: ),tT E_W;i:~: ~ ,.,c '.' i,,~~!§ .~ ; w KEYMAP NOT TO SCALE FOR CONSTRUCTION DETAILS AND NOTES, SEE SHEET L2 .2 (7). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7 .1 -L7.4 (24 -27). 0 10 20 40 SCALE AND NORTH 60 Smith Consulting Architects 12;-n, El c.,ml'l{ PP;'.]I s,,1t., ;::oo ,;,:r, Di;;i.')i, Ca1i•,1rn1:i q2110 l.9~,P,•79~ 4-:'77 F 1, •9~,H• 7: .. ,:~ 47i::t7 GRADING & DRAINAGE NOTES SYMBOL LEGEND A. CROSS SLOPE OF SIDEWALK TO BE A MAX. OF 2%. B. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. R I D G E LANDSCAP E ARCHI TEC TS 755 Raintree Dnve, Suite XO Cartsbad, CA 92009 T~ 760 438 1001 F:i!X 760 -438 1156 ....... ridgel!l.com -----EXPANSION JOINT CONTROL JOINT P.A. PLANTER AREA TURF TURF AREA •AS-BUILr DA.TE L.A. _____ EXP. REVIEWED BY: INSPECTOR DATE SITE FURNISHINGS: ~ 0 §1 = § PRECAST CONCRETE TABLE PRECAST CONCRETE TRASH RECEPTACLE W/ ALUMINIUM LID PRECAST CONCRETE BENCH SAN DIEGO PRECAST (619) 449-6810 SAN DIEGO PRECAST (619) 449-681 0 SAN DIEGO PRECAST (619) 449-6810 REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. TS44R 'WESTWOOD BROWN', 4 TOP & 3 TOP C-27 BY LM. SCOFIELD / (ACCESSIBLE) LIGHT SANDBLAST TR14RM B3060CT 'WESTWOOD BROWN', C-27 BY L.M . SCOFIELD I LIGHT SANDBLAST 'WESTWOOD BROWN', C-27 BY L.M . SCOFIELD / LIGHT SAN DB LAST APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . CITY OF CARLSBAD PL.ANNING DEPARTMENT LANDSCAPE CONSTRUCTION PLAN THE TOWERS BRESSI RANCH LOTS 24-28 I APPROVEq f---+----+-------------+---, tf,..~1 6r-l:U..,.f: P· IS-q. l---+--+-----------------+----1 ~P::LA::=N:::N:::I N::::G::::;,:;;,:===,;:=======::::::::::::::::=:::,;:=~D==A=TE=======~ OWN BY BD I PAO.IECT NO. DRAWING NO. CHKD BY __ R_S__ PIP05-2t. 442-2L FIELD BY . DATE BY DESCRIPTION APP'D REVISIONS L1.3 , I / H .,' ' ,·: '~\;'<){✓···,, \;.,. ' •' ,<' ( I ' ,.,._....,. i "j ./L.-: /'"/ r--j ' ' s 1 1;»,iW: r-"'"'""" ' ; w! . I : ; /" . . ~( ·-/H . I ' ' ' I ,,c .,.o;..).V ,,}.>"' i ] I /; y fi / ® J,~;;i· l --i- 1 I I j I I I t I 1 ' .) i MATCHLINE -SEE INSET AT RIGHT --s-,-- i I ! l;lUILDING \ \ G FOR TYPICAi, PAVING LAYOUT AT BUILDING'f;NTRY, SEE ENLARGEMENT/',, SHEET L2.1 P3 1 \ P.A. ' \ \ \ \ PA l, ' . ' \ ' -.... -· \ \ i\l \ \ -+_-7L-.. ~---:--~--k:··;:~=~~~~i;~~i~~u~~~~g~-;_r:;:{i;~,p=-,A".'-+_~~. --~·-1 = _____ ,..\ . \ \ \\ \ \ (" \I t1~a~·--"f".;jll' 15' 4 '~-~, P.A. ::~: )'. t, .. , \ \ ii \ ~ 1 \ ct'-''-t-,l<",1< I -...x..._ •.; :: .. • U io\ l \' '\ P. j 1K \ i_~i \ ,,,. : /1'; ' \ : ' __ ,,,,/•' ,©-...- , FOR TYPICAL PAVING LAYOUT 'AT BUILDING ENTRY, SEE ENLARGEMENT A, SHEET L2, 1 \ -=p'J;'to'i:to.'"if'"');T1fp·cfl'if·'·c:,cc::::,c .. ---... . ·'"• V•-F-=•""""'"'•·-::::,:r-··~~ A /y• ....... :,:.>-----······ --.:~ '··-·-·--·----·--..-!. , 'tY'"•~ "'- . I .......... ,. v"!"'-k 1' SHEETS I SHEETS "••.,, ' _..,.\-~®"""' i \ \ \ ='f:~'tYt>1CAL"'i>A'tlNifuiYOUT AT B\.JIL,OING ENTRY, SEE ENLAR~EMENT A, SHEET L2.1 ;¼ , , ,>-;1{ ; ·-t:; :: (i EE ENL,\RGEMENT LAN A· $HEET 1.2, 1 \ ·::=~ ' ········-~--' -·· \ ! \ \ . •=•==·\ .... \ ' \ \ ' \ F~ TYPICAL PAVING LAYOUT :~~~~~~N;N;~H~:~ L2.1 \ \ I\ \ --. -----~----------------\•------MATCHLINE -SEE SHEET L 1.1 (2) FOR CONSTRUCTION DETAILS AND NOTES, SEE SHEET L2.2 (7). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (24-27). GRADING & DRAINAGE NOTES A. CROSS SLOPE OF SIDEWALK TO BE A MAX. OF 2%. B. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. \ P.A. : •• • I '-.I -.._ I I I I I I I I I I ,1 } ' I .\J ,-t SYMBOL LEGEND 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. © 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 CONCRETE MOWSTRIP PER DETAIL E, SHEET L2.2 . @ CONSTRUCT POURED-IN-PLACE CONCRETE SEATWALL PER DETAIL F, SHEET L2.2. @ FURNISH AND INSTALL TABLE AND CHAIRS. @ FURNISH AND INSTALL TRASH RECEPTACLE. ® FURNISH AND INSTALL BENCH. @ CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL A, SHEET L2.2. @ CONSTRUCT VEHICULAR CONCRETE BAND PER DETAIL C, SHEET L2.2. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY @ TRELLIS STRUCTURE PER ARCHITECT'S SHEETS ® TRASH ENCLOSURE CIVIL ENGINEER'S SHEETS © CONCRETE CURB PER CIVIL ENGINEER'S SHEETS @ PARKING LOT STRIPING PER CIVIL ENGINEER'S SHEETS. © A.C. PAVING PER CIVIL ENGINEER'S SHEETS. ® KEYSTONE RETAINING WALL PER CIVIL ENGINEER'S SHEETS. ® FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS . ® 0" CURB AT HC PARKING PER CIVIL ENGINEER'S SHEETS. 0 WATER METER/ BACKFLOW PER CIVIL ENGINEER'S SHEETS. 0 FIRE DETECTOR CHECK PER CIVIL ENGINEER'S SHEETS. ® PLANTED BIOSWALE AND RELATED DRAINAGE STRUCTURE PER CIVIL ENGINEER'S SHEETS. (D 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: l@I • r······· ---··1 r------···· ···i ................ ............... .... ........... . ............... .... ........ ... . 1111 t nee WALLS: f--?'4nA ¥¥4 SYMBOL KEY ~ DESCRIPTION CONCRETE PAVING INTEGRAL COLORCONC. 2 BAND §I Efil KEY INTEGRAL COLORCONC. PAVING CONCRETE PAVING CONCRETE MOWSTRIP POURED-IN- PLACE CONC. SEATWALL DESCRIPTION SITE FURNISHINGS: 0 = PRECAST CONCRETE TABLE PRECAST CONCRETE TRASH RECEPTACLE W/ ALUMINIUM LID PRECAST CONCRETE BENCH MANUFACTURER L.M. SCOFIELD (800) 800--9900 L. . SCOFIELD (800) 800-9900 MANUFACTURER SAN DIEGO PRECAST (619) 449-6810 SAN DIEGO PRECAST (619) 44~6810 SAN DIEGO PRECAST (619) 449-6810 COLOR NATURAL GRAY 'WESTWOOD BROWN', C-27 'WESTWOOD BROWN', C-27 NATURAL GRAY NATURAL GRAY NATURAL GRAY FINISH/ PATTERN MEDIUM BROOM EXPOSED AGGREGATE LIGHT BROOM SACK FINISH MODEL TS44R 4 TOP &3 TOP (ACCESSIBLE) lifE) COMMENTS BROOM STROKES PERPENDICULAR TO EDGE OF PAVING BROOM STROKES PERPENDICULAR TO SAWCUTSPER PLAN VEHICULAR PAVING THICKNESS BROOM STROKES PERPENDICULAR TO EOG~ OF MOWSTRIP COLOR / FINISH 'WESTWOOD BROWN', C-27 BY L.M . SCOFIELD/ LIGHT SANDBLAST WESTWOOD BROWN', C-27 BY L.M. SCOFIELD / LIGHT SANDBLAST 'WESTWOOD BROWN', C-27 BY L.M. SCOFIELD/ LIGHT SANDBLAST APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 102907 12&21 : -~3-&-22 --~ : ; l) ""Q ··1 '.. '' C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. ~~~ ,■-----------------T------------..,.---------•~•-•_•_•_•_-_•_•_•_•_•_•_•_•_•_•~-T"----■•A-S-•-•B-U-•IL_T _____ .,.•:•~•i•is•i~•~•~•~•~•~•T•~•1~•:•6•iOR•Ro•';:•N•i•B•~•1:•~•~•~•f•:•N~•~•N•~•ER•EN•:,•R:•~•EE•:•6---~1~-~~!!!!!!!•!!!!!!!!!!1'1!!!!!!!!!!!!!!~~~,~,~T~N~~!!!!!!!!!!!!!!~~AJ~_~~~~~~~ffi~=..~~~ID!!!!!!!!!!~l~l•!!!~2~;~-~I )e ~ . . ~-~· P.A. TURF EXPANSION JOINT CONTROL JOINT PLANTER AREA TURF AREA :' ., /q. '. =~ 0 ' ' . . --,-LP_ . J;ETS . J ... ···$· . . ;% . . ~ '~'"""""''-·""'-; .,-,,: ~ 0 KEYMAP NOTTO SCALE 10 20 40 60 &CALE AND NORTH R I D G E LANDSCAPE ARCHITE CTS 755 Raintree Drive, 81.ite 300 Carlsbad, CA 92009 Tel 760 4381002 Fax 760 4381155 www.ridgela.com L.A. REVIEWED BY: INSPECTOR DATE IMPLEMENTATION IN FIELD. - RS REVISED PLANTING@ SEGMENTAL RETAINING WALL 11 LANDSCAPE CONSTRUCTION PLAN ........_ _ ADDED LANDSCAPE@ NW ENTRY I REVISED PAVING l')t, TlIE TOWERS I -- BRESSI RANCH LOTS 24-28 EXP. I APPROV~ ( .J.L l----4--+-----------,.....4--f1.--f~: ~ q. f:fl-ol I PLANNING DATE DATE DATE BY DESCRIPTION APP'D REV1810N8 BD CHKD IY_..cRccS __ DWN BY DIV..u• •• NO. REUl IY PIP05-24 442-2L 11 L1A COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION MANUFACTURER PAVING: I& I • COIi/CRETE PAVING NTEGRAL L.M. SCOFIELD COLOR CONC. (BOO) 800-9900 2 BAND r ·1 -·······,············t r-··· ...... ·--·i ............... ... ... ········· .. ... .. . ... .. .. ............... II SC 0111 WALLS: SYMBOL KEY SITE FURNISHINGS: 0 §] 0 1§1 = ~ INTEGRAL COLOR CONC. PAVING CONCRETE PAVING CONCRETE MOWSTRIP POURED-IN- PLACECONC. SEATWAll DESCRIPTION PRECAST CONCRETE TABLE PRECAST CONCRETE TRASH RECEPTACLE WI ALUMINIUM LID PRECAST CONCRETE BENCH I.IANUFACTURER SAN DIEGO PRECAST (619) 449-68i0 SAN DIEGO PRECAST (619) 449-6810 SAN DIEGO PRECAST (619) 449-6810 GRADING & DRAINAGE NOTES A. CROSS SLOPE OF SIDEWALK TO BE A MAX. OF 2%. B. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. . . . ,. FINISH/ COLOR PATTERN COMMENTS 11,ATURAL MEDIUM BROOM STROKES GRAY BROOM PERPENDICULAR TO EDGE OF PAVING WEST BROOM STROKES BROWN', PERPENDICULAR TO C-27 SAWCUTS PER BROWN', PLAN C-27 NATURAL EXPOSED VEHICULAR GRAY AGGREGATE PAVING THICKNESS NATURAL LIGHT BROOM STROKES GRAY BROOM PERPENDICULAR TO EDGE OF MOWSTRIP NATURAL SACK GRAY FINISH MODEL TS44R 4TOP&3TOP (ACCESSIBLE) COLOR I FINISH 'WESTWOOD BROWN', C-27 BY l.M. SCOFIELD I LIGHT SANDBLAST ;£,3) 'WESTWOOD BROWN', C-27 BY L.M. SCOFIELD I LIGHT SANDBLAST 'WESTWOOD BROWN', C-27 BY L.M. SCOFIELD I LIGHT SANDBLAST SYMBOL LEGEND -----EXPANSIONJOINT P.A. TURF CONTROL JOINT PLANTER AREA TURF AREA ~.,. P.A. ' .. ..,. iJ' .. . '-,\ti. c,== £q,· I\. '\,'--__,Tl'P~--'---ll'-I /.Al 1 ···· I / ·\ \ . \ / ·y . '• ... Ji; ?>., \/'1-:r. .- _J , ... ,. ·I. • ,• . :-.... ' . . . . . . ... : .... :-:.~ .. CONSTRUCTION LEGEND 0 CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET L2.2. @ CONSTRUCT PEDESTRIAN CONCRETE BAND PER DETAIL C, SHEET L22. @ CONSTRUCT TOOLED SCORE LINE PER DETAIL B. SHEET L2.2. © CONSTRUCT COLD JOINT PER DETAIL 8, SHEET L2.2. ® CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET L2.2. ® CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL D, SHEET L2.2. 0 CONSTRUCT CONCRETE MOWSTRIP PER DETAIL E, SHEET L2.2. © CONSTRUCT POURED-IN-PLACE CONCRETE SEATWALL PER DETAIL F, SHEET L2.2. ® FURNISH AND INSTALL TABLE AND CHAIRS. @ FURNISH AND INSTALL TRASH RECEPTACLE. @ FURNISH AND INSTALL BENCH. @ CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL A, SHEET L2.2. @ CONSTRUCT VEHICULAR CONCRETE BAND PER DETAIL C, SHEET L2.2. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY @ TRELLIS STRUCTURE PER ARCHITECTS SHEETS ® TRASH ENCLOSURE CIVIL ENGINEER'S SHEETS. © CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. @ PARKING LOT STRIPING PER CIVIL ENGINEER'S SHEETS. ® A.G. PAVING PER CIVIL ENGINEER'S SHEETS. ® KEYSTONE RETAINING WALL PER CIVIL ENGINEER'S SHEETS. @ FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS. ® O" CURB AT HC PARKING PER CIVIL ENGINEER'S SHEETS. 0 WATER METER I BACKFLOW PER CIVIL ENGINEER'S SHEETS. <D FIRE DETECTOR CHECK PER CIVIL ENGINEER'S SHEETS. © PLANTED BIOSWALE AND RELATED DRAINAGE STRUCTURE 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. 7' S1 ENLARGEMENT F -PEDSTRIAN CONNECTION ENLARGEMENT E-EMPLOYEE PATIO CONSTRUCTION ENLARGEMENTS 111 = 101-0" FOR CONSTRUCTION DETAILS AND NOTES, SEE SHEET L2.2 (7). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7_1 -L7.4 (24 -27)_ Smith Consulting Architects '220 El -~.cm,r-" p,..,_,1 '- 0 J'"t-:' ."'00 ~ :,,..,. )L• L-,'.i>•or· ,,.., fL! I ',i) 195:S '•:-;1 ~ ,1:''. F.,.:. if.,;'~,,,,_,, 'Y.< -1 '8 --------i 18" TYP. P.A. :. -::-~. ,•. ·. ·-~·: ~~·-.·:::: :·:.·.~·::.";; ••.• ::.•,.·.·.·:-.. ,.w:.:~·.·. .,., '": :'"' , ...... .. --------';rn,-,;:~;:=1 --............ .. . ... . .... ······••• P.A. H CTURAL TRELLIS RADIUS P.A. TYPICAL BUILDING ENTRY CONSTRIJC710N UYOUT NOTES A. WIDTH OF CONCRETE BAND DETERMINED BY OUTER EDGES AJ.JGNING Fl.USH WITH ARCHITECTURAL COLUMN AS SHOWN. 8. INFILL GRID TO 8£ 3' SQUARES TYPICAL, HOWEVER DIMENSION CAN BE ADJUSTED 4"+/-IN EfrHE'R DIR£C71ON IN ORDER TO AVOID NARROW "LEFTOVER" GRID COLUMNS •, ' -+··· ....... -------· --IL' . . . PAA 18" ·""'"' ._,._,._ .. ,, ,, .. _. __ '· . ~-,;.::-::":~-;-.. :...:-~~:=-=;~~{~--~·:;;:: l:;::;;:=~.=_::"'~ ~!l:;: !:!!,:!i!f ;t~l~!:!];'. :~_:·: :.,,: :. .... ·. -~-.. . . ·-: :.,._ .. . . •, EQUAL l , .. -~ ..... ~: /I ENLARGEMENT A -TYPICAL BUILDING ENTRIES :: :~~--=-. . ·"~·-:;,7 _· ~ .. -·• ·-• .•.. >, •• • P.A. 1; ';~r'. _ 1-=:"""" ................... 7:...,'f'T""'f-C:==t=j==l==,._=8,=rti=~==rr== ~: == -;:~ . . ••· .. ,., "' . 'ii) .. . c::i •. LiJ -~--=:~:- P.A. • ~-. . ... ,/' ·' . -.· ..... .. .. ... ' •·· IF IFFERENT THAN SHOWN ON PUN, NO71FY D CAP CHITECT PRIOR ro STAKING. . . . ... . -:.~ ... .-· ·: '" .· . . ----"• ~ A 0 . ...: P.A. _,'E.- I i - P.A. P.A. . . ,--~ . ~~. . . ENLARGEMENT B -EMPLOYEE PATIO • .'l' P3 2 ..., 2 24' • 0, _ I .., 12'-3" ENLARGEMENT D -PEDSTRIAN CONNECTION ENLARGEMENT C -EMPLOYEE PATIO •As-BUILT" APPROVED FOR PLANTING AND ~ IRRIGATION ONLY, INCLUDING PRECISE ~ _,-...- LOCATION OF PLANTING AREAS. l: ~ REVISIONSMUSTBEAPPROVEDBYPUBLICHEALTI-lENGINEER, 1 ·6•1 II CITY OF CARLSBAD 11· 27,. I 2 ~· ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO . PLAIIIIIHII DEPARTMENT . s IMPLEMENTATION IN FIELD. ~;12;210~14=RS;;;1;;RE~V~IS~E;D=P~L;ANTI~=N~G~;@~S~E~G:ME~NT~~A~L~R~ET~Al:N:l~NG~~W~All~~=~~=~ LANDSCAPE CONST. ENLARGEMENT PLAN ('"--- ADDED LANDSCAPE@NW ENTRY I REVISED PAVING THE TOWERS DATE 811 /07 RS BRESSI RANCH LOTS 24-28 R I D G E L.A. EXP. LANDSCAPE ARCHITECTS REVIEWED BY: 755 -D!lve, Sli!e JOO C8rlsllad, CA 92003 PLANNING DATE T~ 760 4381002 Fax 760 438 1155 DATE BY www.lidgela.CCN7 INSPECTOR DATE DESCRIPTION APP"D REVISIONS OWN BY BD CHKD BY RS FIELD BY PIP05-24 II DR IIIJWI. ND. 442-2L L2.1 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 ANO PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER IMMEDIATELY IF DAMAGE OCCURS ANO 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 ANO 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 ANO 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 I 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 I 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. $. HANDICAP RAMPS ARE NOT TO EXCEED EXCEED 12:1 OR 8.33 %, UNLESS OTHERWISE INDICATED. T. HOLD FINISH GRADE A MINIMUM OF 6" BELOW FINISH FLOOR, UNLESS OTHERWISE INDICATED. U. CONSTRUCT ALL CURVE TO CURVE AND TANGENT LINES TO BE NEAT, TRIM, SMOOTH AND UNIFORM. V CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI@ 28 DAYS, UNLESS OTHERWISE INDICATED. W. PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. I ' I ! ' ! E 6" 2" IN GROUND COVER AREAS ....__:,.__,i_~ _.,_ __ .._- LEGEND: 1. CONCRETE M0WSTRIP WITH LIGHT BROOM FINISH ON ALL EXPOSED SURFACES 2. #3 REBAR, CENTERED, CONTINUOUS 3. 1/2" TOOLED RADIUS 4. FINISH GRADE 1 • IN TURF AREAS 5. 90 % COMPACTED SUBGRADE -VERIFY W/ SOIL ENGINEER'S REPORT NOTES: A. INSTALL CONTROL JOINT AT 10'-0" 0.C. MAX. SPACING 8. INSTALL 3/8" BITUMINOUS FELT EXPANSION JOINTS @20'-0" 0.C. MAX. W/MASTIC SEALANT. C. PROVIDE 45' MITERED CONTROL JOINT AT 90" CORNERS. CONCRETE MOWSTRIP NOT TO SCALE NOTE": TOP OF WALL TO BE LEVEL -HEIGHT WILL VARY AS DETERMINED BY ADJACENT GRADE. AVERAGE HEIGHT TO BE 1'-6". MINIMUM HEIGHT TO BE 6" I MAX. HEIGHT TO BE 2'-6". <:I .$ 4 <1 4 1'-6" <1 . • 4 <:I <1. 4 ., ., <:I - " ... .., • SECTION LEGEND: 1. FINISH GRADE 2. 314" CHAMFER ON ALL EXPOSED EDGES • 4 <1 ffi: I= . 3. POURED-IN-PLACE CONCRETE SEAT WALL, NATURAL GRAY WITH LIGHT SANDBLAST FINISH 4. 90% COMPACTED SUBGRADE -VERIFY WITH SOILS ENGINEER'S REPORT 5. (4) #4 REBAR, CONTINUOUS 6. (2) #4 REBAR, VERTICAL,@ 16" 0.C. 7. ADJACENT PAVING 8. EXPANSION JOINT PER DETAIL A, THIS SHEET NOTES: A. LOCATE VERTICAL EXPANSION JOINTS AT 20'-0" 0.C., MINIMUM B. INSTALL EXPANSION JOINT IN ALL LOCATIONS WHERE WALL MEETS ADJACENT CONCRETE PAVING POURED-IN-PLACE CONCRETE SEATWALL NOT TO SCALE C D VARIES 7"-18" f;i Cl: ~ • • ... ii: • LEGEND: • 2" IN GROUND COVER AREAS OR, 1" IN TURF AREAS -- 1. ADJACENT CONCRETE PAVING, SEE DETAIL A, THIS SHEET. 2. EXPANSION JOINT PER DETAIL B, THIS SHEET 3. CONCRETE BAND 1Qll----'"" 91---1 PER PIAN ·"' .. ,------I 1 • r-----i 2 ~---1 3 ~ -1-~;=~1 t:::;:;~.,,..-.::--.::--__ '!'.--:.:-.:-.: _-., -:-_ '.,. ... _ ...,_ -~1~1'""~_"ir.:_•,_.::;.~:::-:.,::-. -i:..,.,.<---rrr-_ q) ;:::ill~ill-11 ; I ~ l,n'lo""lil-;....1--c-, 11 LEGEND: I ~· I ~ -ITT 1. CONCRETE PAVING -REFER TO CONSTRUCTION PLAN FOR COLOR AND FINISH 2. #3 REBAR AT 24" 0.C. EACH WAY, CENTERED IN SLAB 3. FINISH GRADE 4. 90 % COMPACTED SUBGRADE -VERIFY WI SOIL ENGINEER'S REPORT 4. 114" TOOLED RADIUS 5. FINISH GRADE 6. (2) #3 REBAR, CONTINUOUS CROSS SECTION AT BUILDING EDGE 5. 114" TOOLED RADIUS 7. #3 SLIP DOWELS @ 36' 0.C. 8. PEDESTRIAN AREAS 95% COMPACTED SUBGRADE -VEHICULAR AREAS TO BE 6" CLASS II AGGREGATE BASE -VERIFY WI SOIL ENGINEER'S REPORT 9. BUILDING GLAZING 10. BUILDING COLUMN FACE BEYOND 11. EXPANSION JOINT BETWEEN BAND AND BUILDING, CONTINUOUS. SEE NOTE A. NOTES: A. INSTALL 318" BITUMINOUS FELT EXPANSION JOINTS PER PLAN OR,@ 20'-0" O.C. MAX. W/MASTIC SEALANT. B. WIDTH OF M0WSTRIP MAY VARY AT BUILDING GLAZING AREAS. MAINTAIN MINIMUM 6" WIDTH. A NOTES: A. PAVING THICKNESS, BASE PREPARATION AND REINFORCING ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. 8. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. CONCRETE PAVING NOT TO SCALE LEGEND: • CONCRETE BAND / INFILL NOT TO SCALE 4 " ..... 1t· " . .. ,I ' 1. 118" RADIUS EDGE LEGEND: 1"=10' PLAN VIEW 1. CONCRETE PAVING OR INTERLOCKING PAVER$ REFER TO PLAN 2. EXPANSION JOINT 3 6"CURB 4. FINISH GRADE 5. A/CPAVING 6. WARNING GROOVES ·-<- HANDICAP ACCESS RAMPS 4'-0" MIN ~ 1"=10' PLAN VIEW 4'-0" MIN. 2'.l MAX. ,. 1/21111111 '-0" CROSS SECTION ·As-BUILr R I D G E LANDSCAPE ARCHITECTS 755 Ralntree Drive, Suite 300 Cartsbed. CA 92009 Tel 780 4381002 Fa, 7IIO 438 1155 www.ridgele.rom DATE EXP. REVIEWED BY, INSPECTOR DATE • 2. PAVING FINISH SURFACE PER PLAN A. CONTROL JOINT (SCORELINE) 3. JOINT FILLER PER SPECIFICATIONS • • B. EXPANSION JOINT 0, ·• .. ·• • • .. C. COLD JOINT • •• • . . .. ... • • ., .. • ·• . . •• 5• D. SAWCUT JOINT 4 .. ,. 4 _ __,2 • • ..... ,I 2 • .. • .. 4. BACKER ROD PER SPECIFICATIONS 5. TWO-PART POLYURETHANE SEALANT PER SPECIFICATIONS 6. 1/2" DIA. X 12" LONG STEEL DOWEL @ 24" 0.C., PAPER WRAP ONE END NOTES: A. LOCATE JOINTS PER SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLAN B. SEALANT COLOR TO MATCH ADJACENT PAVING • 314" IF PAVING LESS THAN 4" THICK 1" IF PAVING 4" THICK OR GREATER CONCRETE JOINTS NOT TO SCALE NOT TO SCALE 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 CONSTRUCTION DETAILS THE TOWERS BRESSI RANCH LOTS 24-28 I APPROVE! 1------1---4--------------+--=_,_,tf~d-i:::v.,1-_ __,,,g:,_:.__,~==· ~----""1'-=o.=-'""-=· d,~_ ~-+--+----------------+---~P~LA=N~N~IN~G~;,==:,.::======,;r==:::D:::A:::TE::::::=:====::c~ DWN gy _ _:R.:.:S:....__ PAOJIIOT NO. DRAWING NO. DATE BY DESCRIPTION APP'D RS CHKD BY-'-----PIP05-24 442-2L REVISIONS FIELD BY L22 I I - C ; . )xi □ 1 i 37 .... , ' ' !'"' \ \ ,':; \ \ ' \ \ Ir, i I • ' L I ............. L .U-~"" , Af---l--++-3-~_r ,m .. f !J;,iCu-.l..\iHI. A34 26 I --~,--::-.5.~,-- f,P ·"' I ~ dOi ! ' I KEYMAP \ 24' \ ... "7' li I / /~ / NOTTO SCALE 0 'DE:WALK-TYP• 10 20 40 60 SCALE AND NORTH R I D G E LANDSCAPE ARCHITECTS 755 Raintree 0rtvB, SlJite 300 Carlsbad, CA 92009 T~ 760 4381002 Fax 7604381155 www.ridgela.com "AS-BUILT" '(Jjit;J;:rtlf/J95: ~/ OATE L.A. 1-m EXP. REVIEWED BY: 'f-l-11 DATE SYMBOL a T H F "-,;!;. .A. " """ "' * lb )-_;-'If Vf CJ G E.1 ff! [3 ~ 15 iJ ~ :.i • --""- (J <'.} (} 0 G ·~ 6 " d <.':t TT "' 0-0 0 ill " 01. • " V (\) (Zf ''.li \·· © (:'.) ({y (?! @ @ (t} m ~ • @ - MANUFACT. RAIN BIRO RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BJRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAINBIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD HUNTER RAINMASTER MATCO RAJNBIRD NELSON AS APPROVED AS APPROVED RAIN BIRD RAIN BIRD IRRIGATION MATERIAL LEGEND MODEL NO. I DESCRIPTION 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD 5-0'T/H NOZZLES WITH N.P. CAP 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD 8--QIT/H/F NOZZLES WITH N.P. CAP 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 10-QIT/H/F NOZZLES WITH N.P. CAP 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRO 12-0/T/H/F NOZZLES WITH N.P. CAP 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD 15-QIT/H/F NOZZLES WITH N.P. CAP 1806-SAM-PRS 15EST/15SST POP-UP TURF HEAD WITH N.P. CAP WITH N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRO 5-QIT/H NOZZl.ES WITH N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD 8..Q/T/H NOZZLES WITH N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRO 10-CVT/HIF NOZZLES WITH N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEAD W/ RA.IN BIRD 12-0/T/HIF NOZZLES WITH N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEADW/ RAIN BIRD 15-QJT/H/F NOZZLES WffH N.P. CAP Hl12-SAM-PRS 15EST/LCS/RCS/SST/CST POP-UP SHRUB HEAD WITH N.P. CAP 1808-SAM-PRS POP-UP BUBBLER HEAD W/ RAIN BIRD 5FBJ5CST-PCS-040 NOULES, USE SF-B NOULES FOR PLANTERS WIDER THAN 2112', USE SCST-B NOZZLES FOR PL-6..NTERS LESS THAN 2112' WITH N.P. CAP 1806-SAM-PRS POP-UP BUBBLER HEAD, WITH RAIN BIRD 5Q--8-PCS-030 NOZZLES EACH SYMBOL REPRESENTS TVVO BUBBLER$ PER TREE. 5012-SAM-N-PC/FC WITH MPR-25 NOZZLES 25Q/25H/25F HIGH POP SHRUB ROTOR HEAD 5012-SAM-N-pCjfC WITH MPR-JO NOULES 30Q,'30Hl30F HIGH POP SHRUB ROTOR HEAD 5012-MPR-35-SAM-NP PC/FC WITH MPR NOZZLES 35Q/35H/35F" HIGH POP SHRUB ROTOR HEA.0 1-2&-ARV/3RV W/ NOZZLE #15 POP-UP ROTOR HEAD ONE (1) 48 STATION ANO ONE (1) 42 STATION IRRIGATIONCONTROU.ERS. B-4 BUTTERFLY VALVE WITH B4-LTCH LATCH NUT ANO 84-JND INDEX PLATE. PESB-R-NP-HAN (1" OR 1-1/2") SERIES, RECYCLED WATER, PI..ASTIC REMOTE CONTROL VALVE. 7645, 1" NON-POTABLE, QUICK COUPLER VALVE WITH PURPLE LOCKING COVER PURPLE RECYCLED WATER PVC PIPE 2" -3" CIJi..SS 315 AS IAAINLINES PURPLE RECYCLED WATER SLEEVES UNDER PAVING, SCHEDULE 40 PVC PIPE lWJCE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. GPM .20, .30, .40 .20 •. 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 .26, .35, .52, .1.05 39, .52, .79, 157 .65, .87, 1.3, 2.8 .93, 1.23, 1.85, 3.70 .61, 1.21, 1.21 .40 .30 (0,6) .74, 1.44, 2.78 1.03, 2. 15, 4.24 1.40, 2.75, 5.38 1J.4 XCZ-100-B-COM-NP-HAN, 1" SERIES, COMMERCIAL cqNTROL ZONE KIT DRIP VALVE ASSEMBLY. LD-P-09-12 PURPLE DRIP TUBING W/ .92 GPH EMlITE~S 12" ON CENTER RADIUS 4 FT 7FT 9 FT 11 FT 14 FT 4X14 FT 4X28 FT 4 FT 7FT 9 FT 11 FT 14 FT 4X14 FT 4X28 FT 3 FT NIA 23 FT 29 FT 32 FT 56 FT RAIN BIRD NETAFIM RAIN BIRD MOCFEL or MDCFTEE W/ MDCF75FPT FITTING FOR CQNNECTION BET'NEEN PVC LATERAL LINES AND DRIP TUBING NETAFIM TECHLINE TL050MFV-1 AUTOMATIC FLUSH \/,ALVE AT END/MIDDLE OF ORJPLINEJW PCV FLUSH MANIFOLD LINE. ARV-100 AIR/VACUUM RELIEF VALVE INSTALLED WITH A FT-050 CONBINATION TEE ANO A 3r'4" X 1/2" REDUCER BUSHING. ----~CONTROLLER ~---VALVE NUMBER 15 ---<3.P.M. I--~->-~ 1500' --APPROXIMATE LINEAR FOOTAGE OF DRIP TUBING '-----"ALVE SIZE P.O.C. I CONTROLLER NOTES: NOTE A: POINT OF CONNECTION #1 ("A" & "B") IS A 2" RECYCLED WATER IRRIGATION METER WITH A 2" SERVICE LINE. STATIC WATER PRESSURE DESIGN WATER PRESSURE MAXIMUM SYSTEM DEMAND RESIDUAL PRESSURE NOTE B: 62LOWPSI 52PSI 60GPM 10 PSI 81 HIGH PSI CONTROLLERS "A" & "B" ARE HYDROSCAPE MODELS# HS5-DXBP-48,42-DX03,DX03-HSRSE-DX/ HSPMR KIT, RAIN MASTER EVOLUTION DX2, 48 & 42 STATION CONTROLLERS INSTALLEO IN STAINLESS STEEL BACK-TO-BACK ENCLOSURES. 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 LANDSCAPE IRRIGATION AS BUILTS THE TOWERS BRESSI RANCH LOTS 24-28 '----+---+-----------+----IIAPPROVED_;7/ , '"-'' !.I--~ /1..,,,r,1 ~ ~Irv\\ 't-1-ll f------1-l---------------+---I :,:P::::LA::::N::::N::::11fo':::::G=;:;:;::==;;::::=====;-;::::::::::::DA=T=E=====; DATE BY DESCRIPTION REVISIONS APP'D OWN BY_~M=J __ CHKD BY_.:..:Rc=-S __ r1ELO BY PROJECT NO. PIP05-24 DRAWING NO. 442-2L L3.1 -r:: -C ~ N r I I I I' I, I 0 KEYMAP NOTTO SCALE 10 20 40 60 SCALE AND NORTH R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 4381002 Fax 760 4381155 www.ridgela.com REVIEWED SY: INSPECTOR "AS-BUILT" -- SYMBOL IRRIGATION MATERIAL LEGEND a T H F MANUFACT. MODEL NO. I DESCRIPTION GPM RADIUS >:,,_ .A& h~ RAIN BIRD .20, .30, .40 4FT . . )~ •+1------1 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRO 5-QT/H NOZZLES WITH N.P. CAP 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD 8-Q/T/H/F NOZZLES WITH N.P. CAP 26, .35, .52, 1.05 ,, ~ e, ¾ RAIN BIRO ,, fl> "' ?i RAIN BIRD n a'."' CJ m RAIN BIRO !3 '.:!'. !'1 !ii RAIN BIRD 6 0 RAIN BIRD U,I ,. _'%, •a4, RAIN BIRD ! (S, -('} O· C ., RAIN BIRD 0 0 & "' RAIN BIRD {Jli '~ e g RAIN BIRD 0 0 !) $ RAIN BIRD " ,. ... RAIN BIRD "' RAIN BIRD 9 RAIN BIRD H G) Q) 'J; ,. RAIN BIRD i -,J Cb /'r.\ !iJI RAIN BIRD s\;;l' ~.: ® f6', RAIN BIRO \:.,ff ' Q 'ill HUNTER ., ~ RAINWIASTER ~ MATCO • RAINBIRO @ NELSON AS APPROVED AS APPROVED s RAIN BJRD RAIN BIRD -•*m• RAIN BJRD !F) \ ... NETAFIM (~ RAIN BIRD 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD 10-QIT/H/F NOZZLES WITH N.P. CAP 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 12-QIT/HIF NOZZLES WITH N.P. CA.P 1806-SAM-PRS POP-UP TURF HEAD WJ RAIN BIRD 15-QIT!HIF NOZZLES WITH N.P. CAP 1806-5AM-PRS 15EST/15SST POP-UP TURF HEAD WITH N.P. CAP WITH N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEADW/ RAIN BIRD 5-0'f/H NOZZLES WITH N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD 8-0'T/H NOZZLES WITH N.P. CAP 1812-SAM-PRS POP-UP SHRUB HE.A.DWI RAIN BIRD 10..Qrf/H/F NOZZLES WITH N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 12-QIT/HfF NOZZLES WITH N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD 15-QIT/H/F NOZZLES WITH N.P. CAP 1812-SAM-PRS 15EST/LCS/RGS/SST/CST POP-UP SHRUB HEAD WITH N.P. CAP 1806-SAM-PRS POP-UP BUBBLER HEADW/ RAIN BIRD 5F8l5CST-PCS-040 NOZZLES, USE 5F-B NOZZLES FOR PLANTERS WIDER THAN 21/2', USE 5CST-8 NOZZLES FOR PLANTERS LESS THAN 21/2' WITH N.P. CAP 1806-SAM-PRS POP-UP BUBBLER HEAD, WITH RAIN BIRDSQ-8-PCS-030 NOZZLES EACH SYMBOL REPRESENTS lWO BUBBLERS PER TREE. 5012-SAM-N-PC/FC WITH MPR-25 NOZZLES 25Q/25H/25F HIGH POP SHRUB ROTOR HEAD 5012-SAM-N-PCIFC WITH MPR-30 NOZZLES 30Q/30H/30F HIGH POP SHRUB ROTOR HEAD 5012-MPR-35-SAM-NP PC/FC WITH MPR NOZZLES 35Q/35H/35F HIGH POP SHRUB ROTOR HEAD l-25-ARV/3RV WI NOZZLE #15 POP-UP ROTOR HEAD ONE (1)48 STATION AND ONE (1)42 STATION IRRIGATION CONTROLLERS. B-4 BUTTERFLY VALVE WITH 84-L TCH LATCH NUT AND 84-IND INDEX PLATE . 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 PURPLE RECYCLED WATER P\/C PIPE 2" -3" CU.SS 315 AS MAINLINES PURPLE RECYCLED WATER SLEEVES UNDER PAVING, SCHEDULE 40 PVC PIPE TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. .39, .52, .i'9, 1.57 .65, .87, 1.3, 2.IJ .93, 1.23, 1.85, 3.70 .61, 1.21 .20, .30, .40 .28, .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, 1.21 .40 .30 (0.6) .74, 1.44, 2.78 1.03, 2.15, 4.24 1.40, 2.75, 5.36 13.4 XCZ-100-B-COM-NP-HAN, r SERIES, COMMERCIAL CONTROL ZONE KIT DRIP VALVE ASSEMBLY. LD-P-09•12 PURPLE DRIP TUBING W/ .92 GPH EMITTERS 12"0N CENTER 7FT 9FT 11 FT 14FT 4X14 FT 4X28 FT 4FT 7 FT 9FT 11 FT 14 FT 4X14 FT 4)(28 FT 3FT NIA 23FT 29 FT 32FT 56FT MDCFEL a MDCFTEE WI MDCF75fPT FITTING FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING NETAFIM TECHLINE TLOSOMFV-1 AUTOMATIC FLUSH VALVE AT END/MIDDLE OF DRIPUNE 3/4" PCV FLUSH MANIFOLD LINE. ARV-100 AJRNACUUM RELIEF VALVE INSTALLED WITH A FT--050 CONBINATION TEE AND A 3/4" X 1/2" REDUCER BUSHING. ~------<CONTROLLER ~---VALVE NUMBER 15 --.G.P.M. 1500' --APPROXl!vlATE UNEAR FOOTAGE OF DRIP TUB!NG '----J.J.ALVE SIZE 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 Pl.ANNINQ DEPARTMENT {Pf/I.I DTE 6122107 RS 1 REVISED PLANTING@SEGMENTAL RETAINING WALL 811/07 RS ADDED LANDSCAPE@NW ENTRY/ REVISED PAVING 5/~//7 LANDSCAPE IRRIGATION PLAN THE TOWERS BRESSI RANCH LOTS 24-28 APPROVED :(( ~ i"t: C::r;-l:11-'1-1-\\ PLANNING DATE '1·1·\1 DATE DATE SY DESCRIPTION REVISIONS OWN BY MJ PROJECT NO. DAAWIN<ll NO. APP'O CHKO BY RS flELO BY PIP05-24 442-2L N ..J () -I:. ..c:. N I N r ~ -0 I 0 10 20 40 KEYMAP NOTTO SCALE SCALE AND NORTH 60 R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Carls bad, CA 92009 T~ 760 4381002 Fax 760 4381155 www.ridgele.com "AS-BUILT" 8~111 DATE L.A. EXP. @If@ REVIEWED BY: "i-\-1\ INSPECTOR DATE SYMBOL Q T H F MANUFACT. RAIN BIRD ,, " ,. RAIN BIRD p 'if w RAIN BIRD u •""' ,~ &! RAIN BIRD LJ c •• l l3 El !I RAIN BIRD l:½ id RAIN BIRD A RAIN BIRD () 0 RAIN BIRD " ,. RAIN BIRD 01 111 RAIN BIRD 0 0 0 ;B RAIN BIRD ~ -RAIN BIRD y RAIN BIRD V RAIN BIRD (;p (J) RAIN BIRD {}?) RAIN BIRD QJI G~ RAIN BIRD (~,i HUNTER m RAJNMASTER ~ MATCO • RAINBIRO @ NELSON AS APPROVED AS APPROVED ~ RAIN BIRD RAIN BIRD 4c RAIN BIRD <t) NETAFIM ® RAIN BIRD IRRIGATION MATERIAL LEGEND MODEL NO. I DESCRIPTION 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 5-QIT/H NOZZLES WITH N.P. CAP 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 8-QIT/HIF NOZZLES WITH N.P. CAP 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD 10-Q'T/H/F NOZZLES WITH N.P. CAP 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BlRD 12-0'TfH/F NOZZLES WITH N. P. CAP 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD 15-Q'T/H/F NOZZLES WITH N.P. CAP 1806..sAM-PRS 15EST/15SST POP-UP TURF HEAD WITH N.P. CAP wIrH N.P. CAP 1812--SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 5-Q/T/H NOZZLES WITH N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEADW/ RAIN BIRO 8-0/T/H NOZZLES WITH N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 10--Q'T/H/F NOZZLES WITH N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 12-0JT/H/F NOZZLES WITH N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD 15-Q'T/H/F NOULES WITH N.P. CAP 1812-sAM-PRS 15EST/LCS/RCS/SST/CST POP-UP SHRUB HEAD WITH N.P. CAP 1806-SAM-PRS POP-UP BUBBLER HEADW/ RAIN BIRD 5FB/5CST-PCS-040 NOZZLES, USE 5F-8 NOZZLES FOR PLANTERS WIDER THAN 21/2', USE 5CST-B NOULES FOR PLANTERS LESS THAN 21/2' WITH N.P. CAP 1806-SAM-PRS POP-UP BUBBLER HEAD, WITH RAIN BIRD 5Q-B-PCS-030 NOZZLES EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE. 5012-SAM-N-PCJFC WITH MPR-25 NOZZLES 25Q.'25H/25F HIGH POP SHRUB ROTOR HEAD 5012-SAM-N-PC/FC WITH MPR-30 NOZZLES 30Ql30H/30F HIGH POP SHRUB ROTOR HEAD 5012-MPR-35-SAM-NP PC/FC WITH MPR NOZZLES 35Cl/35H/35F HIGH POP SHRUB ROTOR HEAD l-25-ARV/3RV WI NOZZLE #15 POP-UP ROTOR HEA.D ONE (1) 48 STATION AND ONE (1) 42 STATION IRRIGATION CONTROLLERS. B-4 BUTTERFLY VALVE WITH 84-LTCH LATCH NUT AND B4-IND INDEX PLATE . PESB-R-NP-HAN (1" OR 1-1/2") SERIES, RECYCLED WATER, PLASTJC REMOTE CONTROL VALVE. 7645, 1• NON-POTABLE, QUICK COUPLER VALVE WITH PURPLE LOCKING COVER PURPLE RECYCLED WATER PVC PIPE 2• -3• CLASS 315 AS MAINLINES PURPLE RECYCLED WATER SLEEVES UNDER PAVING, SCHEDULE 40 PVC PIPE TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. 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 _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, 1.21 .40 .30 {0.6) .74, 1.44, 2.78 1.03,2.15,4-24 1.40, 2. 75, 5.36 13.4 XCZ-100-B-COM-NP-HAN, 1• SERIES, COMMERCIAL CONTROL ZONE Kff ORJPVALVEASSEMBLY. LO...P-09-12 PURPLE DRIP TUBING W/ .92 GPH EMITTERS 12" ON CENTER RADIUS 4FT 7 FT 9FT 11 FT 14FT 4X14 FT 4X28 FT 4FT 7FT 9FT 11 FT 14 FT 4X14 FT 4X28 FT 3FT NIA 23 FT 29 FT 32 FT 56FT MDCFEL or MOCFTEE W/ MDCF75FPT FITTING FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING NETAFIM TECHLINE TL050MFV-1 AUTOMATIC FLUSH VAL VE AT ENO/MIDDLE OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE. ARV•100 AIRNACUUM RELIEF VALVE INSTALLED WITH A FT-050 CONBJNATION TEE AND A 3/4" X 1/2" REDUCER BUSHING. r----CONTROLLER I ~---VALVE NUMBER /As\ 1~ --0.P.M. ~--APPROXIMATE LINEAR FOOTAGE OF DRIP TUBING ~---VALVE SIZE 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 IRRIGATION AS BUIL TS THE TOWERS BRESSI RANCH LOTS 24-28 APPROVED _/ ,1;,t: I 4,:-Ell, .. :\\-- PLANNING DATE OWN BY_-=M.,,J __ CHKD BY __ R_S __ FIELD BY PROJECT NO, PIP05-24 DRAWINCI NO. 442-2L L3.3 N r zj/ ' / 0 10 20 40 60 KEYMAP NOTTO SCALE SCALE AND NORTH I R I D G E LANOSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Carlsba~, CA 92009 T~ 760 4381002 Fa. 760 4381155 www.ridgela.com "AS-BUILT" <Jih,~f/1)66" #@h DATE L.A, 1&1 EXP. .£/ti//& REVIEWED SY: ~-1-11 INSPECTOR DATE SYMBOL Q T H F MANUFACT. ~ ,,k .6., RAIN BIRD 0 <> e 0 RAIN BIRD /,, > "t V RAIN BIRD !7 rs ,,.,, {J) RAIN BIRD · .. , r;;;;; cc, [~ L3 a "' RAJN BIRD 6 ~ RAIN BIRD ' ½k. ,. RAIN BIRD {} (3 0 (} RAIN BIRD (1 ;-:, ff', ,. RAIN BIRD " ,3 -B " RAIN BIRD 0 "~ 0 0 RAIN BIRD V it\ " ~ RAIN BIRD V RAIN BIRD V RAIN BIRD 0 61 '""'" @ RAIN BIRD @ '. (0 RAIN BIRD s, (gi RAIN BIRD (!]) HUNTER ~ RAINMASTER ~ MATCO • RAJNBIRD @ NELSON AS APPROVED AS APPROVED ~ RAIN BIRD RAIN BIRD -4-RAIN BIRD <D NETAFIM -~·\ \61 RAJN BIRD IRRIGATION MATERIAL LEGEND MODEL NO./ DESCRIPTION 1806-SAM-PRS POP-UP TURF HEAD W/ ?.AIN BIRD 5-Q/T/H NOZZLES WITH N.P. CAP 1806-SAM-PRS POP-UP TURF HEAD WI MIN BIRD 8--QIT/H/F NOZZLES WITH N.P. CAP 1606-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD 10-0/f/H/F NOZZLES WITH N,P. CAP 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD 12-Q/T/H/F NOZZLES WITH N.P. CAP 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 15-Q/T/H/F NOZZLES WITH N.P. CAP 1806--SAM-PRS 15EST/15SST POP-UP TURF HEAD WITH N.P. CAP WITH N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD 5--Q/T/H NOZZLES WITH N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD 8-0/T/H NOZZLES WITH N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD 10-Q/TfH/F NOZZLES WITH N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD 12-Q/T/H/F NOZZLES WITH N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD 15-Q/T/H/F NOZZLES WITH N.P. CAP 1812-SAM-PRS 15EST/LCS/RCS/SST/CST POP-UP SHRUB HEAD WITH N.P, CAP 1806-SAM-PRS POP-UP BUBBLER HEAD Wf RAIN BIRD 5FB/5CST-PCS-040 NOZZLES, use SF-B NOZZLES FOR PLANTERS WIDER THAN 21/2', USE 5CST-B NOZZLES FOR PLANTERS LESS THAN 21/2' WITH N.P. CAP 1806-SAM-PRS POP-UP BUBBLER HEAD, WITH RAIN BIRO 5Q-B-PCS-030 NOZZLES EACH SYMBOL REPRESENTS lWO BUBBLERS PER TREE. 5012-SAM-N-PC/FC WITH MPR-25 NOZZLES 25Q/25Hf25F HIGH POP SHRUB ROTOR HEAD 5012-sAM-N-PC/FC WITH MPR-30 NOZZLES 30Q/30H/3DF HIGH POP SHRUB ROTOR HEAD 5012-MPR-35-SAM-NP PC/FC WITH MPR NOZZLES 35Q/35H/35F HtGH POP SHRUB ROTOR HEAD 1-25---ARV/3RV WI NOZZLE #15 POP-UP ROTOR HEAD ONE (1) 48 STATION AND ONE (1)42 STATION IRRIGATION CONTROLLERS. B-4 BUTTERFLY VALVE WITH 64-lTCH LATCH NUT AND B4-IND INDEX PLATE . PESB-R-NP-HAN (1~ OR 1-112") SERIES, RECYCLED WATER, PLASTIC REMOTE CONTRbl VALVE. 7645, 1" NON-POTABLE, QUICK COUPLER VALVE WITH PURPLE LOCKING COVER PURPLE RECYCLED WATER PVC PIPE 2• -3• CLASS 315AS MAINLINES PURPLE RECYCLED WATER SLEEVES UNDER PAVING, SCHEDULE 40 PVC PIPE TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. 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 .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. 1.21 .40 .30 (0.6) .74, 1.44, 2.78 1.03, 2,15,4.24 1.40, 2.75, 5.36 13.4 XCZ-100-8-COM-NP-HAN, 1~ SERIES, COMMERCIAL CONTROL ZONE KIT DRIP VALVE ASSEMBLY. LD-P-09-12 PURPLE DRIP TUBING WI .92 GPH EMITTERS 12• ON CENTER RADIUS 4FT TFT 9 FT 11 FT 14 FT 4X14 FT 4X28 FT 4 FT 7 FT 9FT 11 FT 14FT 4X14 FT 4X28 FT 3FT N/A 23FT 29FT 32 FT 56FT MDCFEL or MDCFTEE WI MDCF75FPT FITTING FOR CONNECTION BETVVEEN PVC LATERAL LINES AND DRIP TUBING NETAFIM TECHLINE TLOSOMFV-1 AUTOMATIC FLUSH VALVE AT END/MIDDLE OF DRIPUNE 314• PCV FLUSH MANIFOLD LINE. ARV~100AIRNACUUM RELIEF VALVE INSTALLED WITH A FT-050 CONBINATION TEE AND A 314• X 1I2~ REDUCER BUSHING. ----~CONTROLLER ----VALVE NUMBER 15 --0.P.M. 1500' -APPROXIMATE LINEAR FOOTAGE OF DRIP TUBING L-----1,ALVE SIZE 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 PLANNINQ DEPARTMENT 6122/07 RS 1 REVISED PLANTING@ SEGMENTAL RETAINING WALL 811107 RS ADDED LANDSCAPE@ NW ENTRY/ REVISED PAVING DATE BY DESCRIPTION APP'D REVISIONS LANDSCAPE IRRIGATION AS BUILTS THE TOWERS BRESSI RANCH LOTS 24-28 1-/-11 PLANNING OWN av_-"M"'J __ CHKD BY __ R~S __ FIELD SY PROJECT NO. PIP05-24 DRAWING NO. 442-2L I n A -t:::' -e:: N ' N r No- -J 1> - I i I ; ! i I 11 11 i I 11 ' \ I 1'- 11 11 I : I i i I I \ / \ \ ! I i I I I \ \ I I i ! \ \ ! I \ I I\ i/ j, r ; i ,· /' I ·- ' i !,./ ~ I I I \~ \ ,. I I I I I \ II \ . \ ~~ ;· 'I 'i I' /' \ \ IY ii~ !I • ~ \-' v· i , , I ' " r (1 ,I . \ , \ I] I I~~\ ---- I I I , /'y ! I" : ' I [I / :1 j i: ' ' ,1 I i . I 1\1\ 1\\ . l \ / I-' ~~ ' y 'I' ...... ~lj:,== ~I ,I, ·i',=L i ~: • J I I ' I,~ ~ ,1 ~ -._i_ .. _ \ \ I \ I I I \ ) I I \ \ \ \! 1 "' \ \ \ \ ) I I \ \ \ 8 ~iti ·~;~~\1l~&~ --~ --1 !~ ?:~ . !. CJ) H .... ······•.:.z "Ii'''' -0 &~> \ \ \ I \ .~~, .. --$ KEYMAP NOTTO SCALE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' \ \ \ \ \ \ \ \ \ \ \,;\ O.'\ ·-\l \ \ \ "' "' \ \ \ ' \ " \ \ " "' \ \ \ \ \ \ \ \ \ \ \ \ ~ \ \ \ \ \ \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ I ' "' "' \ \ \ \ \ \ \ \ \ ' \ \ \ \ "' \ \ " \ \ \ \ \ \ ·, LANDSCAPE IRRIGATION WATER ANALYSIS PROJECT, Bressi Ranch Lots 24-28 Me1er#1 Carlsbad, CA Project ETo, 42.80 MAXIMUM APPLIEO WATER ALLOWANCE: (GALLONS PER YEAR) MWA=(ETo)x(0.8)x(Total Sq. Ft.)x(.62) 42.80 x 0.8 x 130,483 x 0.62 + 2,769,998 GalJYr Total Project Acreage 3.00 ESTIMATEO APPLIED WATER USED: (GALLONS PER YEAR) EW\J=(ETo)x(Plant Factor)x(Hydrozone Sq. Ft.)x(.62) Irrigation Efficiency HYOROZONE # 1: (Shrub area with Dnp) 42.8 X 0.4 X 42,142 X 0.62 = 0.9 HYOROZONE # 2: (Shrub area with Spray Heads) 42.8 X 0.4 X 20 368 X 0.62 = 0.65 HYDROZONE # 3: (Shrub Area with Rotor Heads) 497,013 Gal./Yr 332,606 Gal./Yr 42.8 x 0.4 x 66,936 x 0.62 = 947,314 Gal./Yr 0.75 HYDROZONE # 4: (Turf Area with Spray Heads) 42.8 x 0.9 x 1 037 x 0.62 = 38,102 Gal./Yr 0.65 MAXIMUM APPLIED WATER TOTAL ESTIMATEO WATER USE: 2,769,998 GalJYr 1,815,035 Gal./Yr 8.50 Acre Feet/Yr. 1.53 Acre Feet/Yr. 1.02 Acre FeeVYr. 2.91 Acre FeeVYr. 0.12 Acre FeeVYr. 8.50 Acre Feet/Yr. 5.57 Acre Feet/Yr. LANDSCAPE IRRIGATION WATER ANALYSIS PROJECT, Bressi Ranch Lots 24-28 Meter #2 I off-site Carlsbad, CA Project ETo: 42.80 MAXIMUM APPLIED WATER ALLOWANCE: (GALLONS PER YEAR) MWA=(ETo)x(0.8)x(Total Sq. Ft.)x(.62) 42.80 x 0.8 x 322,619 x 0.62 • 6,848,814 GalJYr Total Project Acreage 7 .41 ESTIMATED APPLIEO WATER USED: (GALLONS PER YEAR) EWU=(ETo)x(Plant Fac1or)x(Hydrozone Sq. Ft.)x(.62) lnigation Efficiency HYDROZONE # 3, (Shrub Area with Rotor Heads) 42.8 x 0.4 x 322,619 x 0.62 = 4,565,876 Gal./Yr 0.75 MAXIMUM APPLIED WATER TOTAL ESTIMATED WATER USE: 6,848,814 Gal./Yr 4,565,876 Gal./Yr 21.02 Acre Feet/Yr. 14.01 Acre Feet/Yr. 21 02 Aue FeeVYr. 14.01 Acre Feet/Yr. THERE ARE NO WELLS OR DRINKING FOUNTAINS ON THIS SITE. OUTDOOR EATING AREAS ARE NOTED ON THE PLANS AND ARE TO BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER OVERSPRAY, MIST OR RUNOFF. MAINTENANCE RESPONSIBLITY ALL PROJECT LANDSCAPE WILL BE MAINATINED BYO\l\,t,JER. FOR LANDSCAPE IRRIGATION LEGEND, SEE SHEET L4.1 (14). APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. FOR LA~DSCAPE IRRIGATION DETAILS, SEE SHEETS L4.2 -L4.3 (15-16). FOR LANDSCAPE SPECIFICATIONS SEE SHEETS L7.1 -L7.4 (24 -27). .-------------.--------..... --------------,,------------,,----------------~!!!!!!!~!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!'!!!\'"!!!!"'!!!!!!!!!ft if. J 8H1~2u II CITY OF CARLSBAD 118HE2a7,a I ~ 0 10 20 40 60 Smith Consulting Architects 12220 El Camino Real Suite 200 San Die(JO California 92130 18581793-4777 Fax W581793-471l7 "AS-BUILT" ~~ ' L.A. "Jfrf1 EXP. REVIEWED BY: REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. . PLANNING DEPARTMENT . LANDSCAPE IRRIGATION AS-BUil T THE TOWERS BRESSI RANCH LOTS 24-28 if. > LL 0: LL 2 APPROVED {~i. I cy. a\.'~ "'·1·11 LL 755 Ralntrea c.ive, Suite 300 Carlsbad, CA 92009 DATE if. Tel 760 4361002 ,,,. (;{ :1,\.. ~ NING •::.:::;,:::~ 11:-::::n C::r, E:i).,_pl I 'f.\.tf DATE BY DESCRIPTION APP"O ~=D e;y-==~::':i'.::=== PROJECT NO. DRAWING NO. I SCALE AND NORTH INSPECTOR DATE REVISIONS rtELD rr, PIP05-24 442-2L 0. l-..-----------------'--=~=-:::::..:.:::..,_--1-____ ....1,_ __ __;:;;:::::;;:::::;;:::::..J_ _____ _J... ___ ::::.:,::=.= ___ ~~~~~;;;;;;.;;,!.~~~<El L3.6 -C ....c: ('J I t'l r Ill <"i _J lij w ::i: (J) w w (J) \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ "' "' \ \ \ "' "' ~-%, \ \ ::,;::------- ----... __ ,, ______________ ,/," r---·--· .,.(, ,, ', . ' , 01.\,I', __ · ', . ' ' KEYMAP NOTTO SCALE \ \ \ \ \ 0 \ \ \ 10 \ \ \ \ \ \ \ \ 20 40 \ \ I \ \ \ \ 60 \ \ \ \ \ \ Smith Consulting Architects 12220 El Camino Heel Suite 200 Ssn Die•;o Californi"I 92130 18581783-4777 Fax 18581793-4787 \ \ \ \ s J. RidQe i C> \ \ \ \ \ \ \ \ \ \ \ ' \ \ I \ \ \ PROPERTY LINE/ \ \ \ ( I 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 "AS-BUILT" 'C!i,;e5:v. /1/Rf5& q(m/lJ DTE L.A. 1f321 EXP.~ REVIEWED BY: REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. THERE ARE NO WELLS OR DRINKING FOUNTAINS ON THIS SITE. OUTDOOR EATING AREAS ARE NOTED ON THE PLANS AND ARE TO BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER OVERSPRA Y, MIST OR RUNOFF. MAINTENANCE RESPONSIBLITY ALL PROJECT LANDSCAPE WILL BE MAI NA TINED BY O'M'JER. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNINQ DEPARTMENT LANDSCAPE IRRIGATION AS-BUILT THE TOWERS BRESSI RANCH LOTS 24-28 ,.... S: ,.... ..... --..... (f. 2 C (f. ..... ,,, ll 0: ll 2 APPROVED _( l I¾ 4-E:\~ 755 Raintree Drive, Suite 300 U Caisbad,CA 92009 Pl.ANNING DATE (f. ~™ill1D ~ F:;::1:::~ 11: { \ GJ, Bil~ 4?-)-11 DATE av DESCRIPTION 1,PP'D ~:D 8~-~~;__ PROJECT NO. DRAWING NO. I SCALE AND NORTH INSPECTOR DATE REVISIONS FIELD BY PIP05-24 442-2L 0. '-----------------'--=::::.:=.:~:...._--1-____ ..J..... __ ____;::::::::::::::::.J....:.~---..:...:.......J.. ___ :::.:,:~:,__--~~~~----!,;----~<El L3.6 -c: -c: N I N r SYMBOL NO SYMl!IOL NO SYMl!IOL NO SYMl!!OL NOSYMl!OL NOSYMl!OL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL ~ -·- -!--- NO SYMBOL ® MANUFACT. AS APPROVED K.l!.1. K.B.I. AS APPROVED 3M AS APPROVED T. CHRISTY'S AS APPROVED AS APPROVED AS APPROVED RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD NETAFIM RAIN BIRD AS APPROVED AS APPROVED GUIDELINES FOR RECYCLED WATER USE The following guidelines are Intended to provide the bl!ISic pal'8:meters for the use of reclaimed water in landscape irrigation. To operate your system in oompliance with these guidelines you must: MODEL NO. I DESCRIPTION IRRIGATION MATERIAL LEGEND (continued) PURPLE RECYCLED WATER SLEEVES UNDER PEDESTRIAN PAVING, SCHEDULE 40 PVC PIPE TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED SLEEVES LESS Tl-iAN 3" DIAMETER-18" COVER, 3"-5-112" IN DIAMETER-24" COVER, 6" OR GREATER IN DIAMETER-36" COVER. PURPLE RECYCLED WATER SLEEVES UNDER ROADS, SCHEDULE BO PVC PIPE THREE TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. 6" SLEEVES OR LESS IN DIAMETER-31!" COVER, SLEEVE$ GREATER THAN 6" IN DIAMETER-48" COVER. KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS KC-XXX-S SPRINO 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 (U.L. APPROveD) OBY DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS RECLAIMED WATER SIGNS, INSTALL QUAJNTITY 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 ANO MARKED AS REQUIRED ALL VALVES SHALL HAVE RECLAIMED WATER ID TAGS INSTALLED AS REQUIRED CONTROLLER Sf'IALL 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 WI 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" FITtlNGS PROVIDE A NETAFIM TECHLINE Tl050MFV-1 AUTOMATIC FLUSH VALVE AT END/MIDDLE OF ORIPLINE 314" 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 314" X 112" REDUCER BUSHING, INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER, MINIMUM ONE AJRV 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 M\JNICIPAL WATER OISTRICT AND SAN DIEGO WATER RECYCLING REQUIREMENTS FIRE HYDRANT F'ER 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 ANO 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 5:00am only. WateMg out8idathio 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 lo be compatible with the lowest soil infiltration rate present. This procedure may be facilitated by the efficient scheduling of the automatic control clooks, (i.e. emploY,ng the repeat function to break up the total irrigation time into cycles that will promote maximum soil absorption). 3. Adju!lt 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 &quipment 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 basis, 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 thatlhis 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. e. Obtein prior approval for all proposed chang•• and modlflcallons 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 lhe above guidelines puts your system in violation of the District's Rules and Regulations and will result in termination of service until lhe 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, FORA TOTAL OF 20 FEET. A 10 FOOT HORIZONTAL SEPERATION 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 OESION CLARITY ONLY AND IS TO BE INSTALU!D WITHIN PLANTING AREAS. 8 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 F'RIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7 INSTALL ALL EOIJIPMENT 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 DIAJMETER OF THE PIPE OR WIRE BUNDLE CARRIED. ALL PIPE AND I OR WIRE UNDER VEHICLE PAVING AJREAS 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 COVERAPU:AS WHERE POSSleLE. 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 AJPPROPRIATE 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. 16 INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE. ~-------<CONTROLLER -----VALVE NUMBER /7i\ 15 ---<G.P.M. ~1500' -APPROXIMATE LINEAR FOOTAGE OF DRIP TUBING '-----VALVE SIZE DETAIL L NIA N/A K,L,M M N NIA NIA NIA J Q R,S,T R,T Ft U,T V,T N NII'. SYMBOL Q T H F MANUFACT. b. .. .a,.. RAIN BIRD ~ ~ ~ • RAIN BIRD .. ,!> "' ,, RAIN BIRD C9 13 8 FA RAIN BIRD C! ~ ~ • RAIN BIRO ~ Iii RAIN BIRO .. --..... RAIN BIRO G (9 e 0 RAIN BIRO " " e • RAIN BIRD (! <! e • RAIN BIRD (!J 0 e $ RAIN BIRD I\ "" • RAIN BIRO • RAIN BIRO RAIN BIRD G) ® ~ RAIN BIRO @) @ @ RAIN BIRO ~ ® @ RAIN BIRD @ HUNTER @ P.O.C. II WILKINS 151 HAYWAJRD 121 SUPERIOR fZl GRISWOLD lt:'l RAIN MASTER Ir! RAIN MASTER -MATCO • RAINBIRD @ NELSON g HYDROSCAPE HYDROSCAPE NO SYMBOL HYDROSCAPE NO SYMBOL V.I.T. leJ U.G.T. [E]] NIA [el WC.$. IEI N/A AS APPROVED AS APPROVED --AS APPROVED NO SYMBOL AS APPROVED IRRIGATION MATERIAL LEGEND MODEL NO. I DESCRIPTION 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 5-Q/T/H NOZZLES WITH N.P. CAP 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 6-0ITIHIF NOZZLES WITH N.P. CAP 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 10-Q,T/H/F NOZZLES WITH N.P. CAP 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 12-QrrtH/F NOZZLES WITH N.P. CAP 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 15-Q!TIH/F NOZZLES WITH N.P. CAP 1806-SAM-PRS 15EST/15SST POP-UP TURI= HEAD WITH N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 5-Q/T/H NOZZLES WITH N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIF!D 8-Q/T/H NOZZLES WITH N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIF!D 10-Q/T/H/F NOZZLES WITH N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 12-Q/TIH/F NOZZLES WITH N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 15-Q/TIH/F NOZZLES WITH N.P. CAP 1812-SAM-PRS 15ESTILCS/RCS/SST/CST POl"-UP SHRUB HEAD WITH N.P. CAJP 1806-SAM-PRS POP-UP BUBBLER HEAD W/ RAIN BIRD 5FB/5CST-PCS-040 NOZZLES, USE 5F-B NOZZLES FOR PLANTERS WIDER THAN 2112', USE 5CST-B NOZZLES FOR PLANTERS LESS THAN 2112' WITH N.P. CAP 1806-SAM-PRS POP-UP BUBBLER HEAD, WITH RAIN BIRD 50-B-PCS-030 NOZZLES EACH SYMBOL REPRESENTS TWO BUBBLER$ PER TREE, PLACE BUBBLE RS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. NOTE: GPM .20, .30, .40 .26, .35, .52, 1.06 .39, .52, .79, 1.57 .65, .87, 1.3, 2.6 .93, 1.23, 1.85, :1.70 .61, 1.21 .20, .30, .40 .26, .36, ,52, .1,05 ,39, ,52, , 79, 1.57 .65, .87, 1.3, 2.$ .93, 1.23, 1.85, 3.70 .61, 1.21, 1.21 .40 .30 (0.6) ALL SPRAY HEAD BODIES SHALL HAVE FIELD INSTALLED RECYCLED WATER IDENTIFICATION BODY CAP# 1800 NI' COVER 5012-SAM-N-PC/FC WITH MPR-25 NOZZLES 250/25H/25F HIGH POP SHRUB ROTOR HEAD 5012-SAM-N-PC/FC WITH MPR-30 NOZZLES 30Q/30Hl30F HIGH POP SHRUB ROTOR HEAD 5012-MPR-35-SAM-NP PC/FC WITH MPR NOZZLES 35Q/35H/35F HIGH POP SHRUB ROTOR HEAD I-25-ARV/3RV WI NOZZLE #15 POP-UP ROTOR HEAD NOTE: .74, 1.44, 2.78 1.03, 2.15, 4.24 1 .40, 2.75, 5.36 13.4 NOZZLES NUMBERS WITHIN THE ROTOR HEAD SYMBOLS DO NOT EXACTLY CORRESPOND TO THE NOZZLE NUMBERS. NOZZLE NUMBERS FOR QUARTER, HALF, AND FULL HEADS ARE SHOW WITHIN THE HEAD MODEL NUMBER AS SHOWN IN THE LEGEND. 2" RECYCLED WATER METER WITH A 2" SERVICE LINE, VERIFY SIZE, PRESSURE AND LOCATION IN FIELD 975XLS SERIES, 2" REDUCED PRESSURE l'!ACKFLOW PREVENTION ASSEMBLY MODEL #72 BASKET STRAINER. 2'' SIZE, WITH FLANGED CONNECTIONS, AND 80 MESH FILTER ELEM!'NT 3200-R SERIES 1-1/2" NORMALLY CLOSED, RECYCLED WATER, MASTER CONTROL V/>J.VE 200 DW-PRV SERIES 2" NORMALLY CLOSED, PRESSURE REDUCING, RECYCLED WATER MASTER CONTROL VAL VE FS-150, 1-1/2" FLOW SENSOR, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER FS-200, 2' FLOW SENSOR, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER B-4 BUTTERFLY VALVE WITH 84-LTCH LATCH NUT ANO B4-IND INDEX PLATE, MATCH MAINLINE SIZE PESB-R-NP-HAN (1" OR 1-112") SERIES, RECYCLED WATER, PLASTIC REMOTE CONTROL VALVE, SIZE AS SrlOWN 7645, 1" NON-POTABLE, QUICK COUPLER VALVE WITH PURPLE LOCKING COVER PSI 25 25 25 25 25 25 25 25 25 25 25 25 25 25 26 25 25 50 HS5-DXBP-48,42-DX03,DX03-HSRSE-DXI HSPMR KIT, RAINMASTER EVOLUTION DX2 CONTROLLER ASSEMBLY, WITH TWO RAINMASTER EVOLUTION DX2, 4B & 42 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 HS1-DXBP-36-DX03-HSRSE-DX/ HSPMR KIT, RAINMASTER EVOLUTION DX2 CONTROLLER ASSEMBLY, WITH ONE RAINMASTER EVOLUTION DX2, 48 STATION IRRIGATION CONTROLLER, INSTALLED WITHIN STAINLESS STEEL FRONT ENTRY CONTROLLER ENCLOSURE, AS PART OF ASSEMBLY, FOR FURTHER INFORMATION CONTACT ERIC ANDERSON AT HYDRO-SCAPE (858) 560-6611 PM-XMTR, HAND HELO REMOTE TRANSMITTER SB-18DSS/ SB-1BSS STRONGBOX STAINLESS STEEL BACK TO BACK CONTROLLER ENCLOSURE, INSTALLED AS PART OF CONTROLLER ASSEMBLY BARRETT IRRIGATION BOOSTER PUMP, MODEL# IBC610A-5-2-2.5, SINGLE PHASE, 230 VOLT, 5 HP. INSTALL PER MANUFACTURERS RECOMMENDATION. CONTACT DARYL GREEN WI GREEN PRODUCT SALES (949) 584-7311 230 VOLT SINGLE PHASE ELECTRICAL POWER FOR PUMP SYSTEM, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD RAIN SENSOR, RG/RG-VR, MOUNT TO REAR OF ENCLOSURE AND WIRE TO CONTROLLER, INSTALLED WITHIN VANDAL RESISTANT STAINLESS STEEL ENCLOSURE 120 VOLT ELECTRICAL POWEi'!, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD PURPLE RECYCLED WATER PVC PIPE 314'' -2" SCH. 40 AS LATERAL LINES 12" BELOW GRADE UVR PVC PIPE 1-1/4" -3" SCH. 40 AS LATERAL LINES ON GRADE STAKE PIPE AT B' O.C. USING #4 REBAR J-HOOKS PURPLE RECYCLED WATER PVC PIPE 2"-3" CLASS 315AS MAINLINES 18" -24" BELOW GRADE, SEE DETAIL FOR CORRECT DEPTH ALL MAINLINE SHALL HAVE CONCRETE THRUST BLOCKS INSTALLED PER DETAIL RADIUS 4FT 7FT 9FT 11 FT 14 FT 4X14 FT 4X2B FT 4FT 7FT 9FT 11 FT 14FT 4X14 FT 4X28 FT 3FT NIA 23 FT 29 FT 32FT 66FT DETAIL A A A A A A A A A A A A A A A A A A,Y N/A B C D D E E F G,I H,I J J NIA J X NIA J NIA K y K,0,P w 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). APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. R I D G E LANDSCAPE ARCHITECTS 755 Rllinln!O DriVe, Slil& 300 cafflllled, CA 92'J09 Tel 760 4381002 Fex 780 4381155 www.ridgela.com ·As-BUILr L.A. EXP. REVIEWED BY, INSPECTOR DATE DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH 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 NOTES & LEGEND THE TOWERS BRESSI RANCH LOTS 24-28 PLANNING OWN SY_-"'M:.,.J __ CHKC ev __ R_s __ rlELD BY PRO.-OT NO. PIP0S-24 DATE DRAWING NO. 442-2L L4.1 -------FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX wrrH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. 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 !h-1\!:!:Jffil±f:air--wARNING PLASTIC TAG "RECYCLED WATER -DO NOT DRINK" IN ENGLISH AND SPANISH PVC MAINLINE PIPE PER SPECISIFICATION --<.,:::.::,,, ___ 4"X6" BRICK SUPPORTS (4 REQ.) LANDSCAPE FABRIC '----------314" 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. SECTION Vl•EW • N.T.S. ® FLOW SENSOR FRONT VIEW fl:}-~:;a-~-~-~-=-=-'T, 7_,,,_.---\.:.J SIDE VIEW LEGEND I I I I I L _____ J II 1f 1ft I I 4" 1.CONTROLLER ENCLOSURE. 2.0PTIONAL PEDESTAL. 3.POURED CONCRETE BASE.-6" 5.DIRECT BURIAL CONTROL WIRES TO CONTROL VALVES. 6.FINISH GRADE. MIN. THICKNESS -EXTEND 6" BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE WITH 112% SLOPE FOR DRAINAGE. ?.CONTROLLER SUB-ASSEMBLY (CSA) INCLUDES GFI & TERMINAL STRIPS WITH PLACARDS. 8.AUTOMATIC CONTROLLER. 4.PVC LONG SWEEP ELL· USE ONE SWEEP ELL PER CONTROLLER. 9.120-VOLT SERVICE IN CONDUIT. SECTION VIEW -N.T.S. 0 HYDROSCAPE CONTROLLER ASSEMBLY METER BOX W/ METER----- SIDEWALK ----~ CURB---- APPROX. 8" POTABLE SERVICE LINE 24" 10' MIN. TO POTABLE MAINLINE IN STREET RECYCLED WATER IRRIGATION MAINLINE W/ SLEEVE NOTE: 12" MIN. VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK IWLL PROVIDE THE NECESSARY 1 □' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. SECTION VIEW -N.T.S. @ POT ABLE SERVICE LINE CROSSING STREETS POTABLE SERVICE LINE ----3.5 FEET (SEE IMPROVEMENT DRAWINGS) 12" MINIMUM REQUIRED VERTICAL SEPARATION ------l RECYCLED WATER IRRIGATION --------(/ MAINLINE WI SLEEVE NOTE: ALL RECYCLED WATER IRRIGATION PIPE ANO 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 -----FINISHED GRADE IN TURF AREAS ----PLASTIC RECTANGULAR VALVE BOX wrrH BOLT DOWN PURPLE COVER USE STAINLESS BOLT, NUT, ANO 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 ~1/\\,UJiialLl,..---24" WIRE LOOP WITH WATER PROOF WIRE CONECTORS USE WHrTE AND RED COLOR WIRES WITH STRIPE ;;:,cR;:jj~i::~.~~~-=--=--=VALVE ID TAGS -PVC SCH 40 FEMALE ,...J'-'--JL-'tl--'"'-ADAPTER, 2 REQUIRED '---PVC MAINLINE TO FLOW SENSOR, PURPLE "ALERT LINE' PIPE, SEE SPECS. 4''X6" BRICK SUPPORTS (4 REQ.) '-------BRASS UNION '--------BRASS NIPPLE TYP. '---------LANDSCAPE FABRIC '----------314" ROCK, 2 CUBIC FT. NOTE: PVC MAINLINE PURPLE PIPE FROM BACKFLOW PER SPECS. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE MASTER VALVE ASSEMBLY. SECTION VIEW -N.T.S. @ MASTER VAL VE 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 0 ' ' 12 " 12" 12" 12" PLAN YIEW • N,T,S, CD VALVE BOX LAYOUT NOTE: 1. TWO MINIMUM PER SITE DESIGN NOTES: 1. 2" SQ. ALUMINUM TUBE PAINTED TO MATCH FRAZEE "ORANGE 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. 5 CA R!CL.Allll!D WATER U9ID FOR IRRIGATION DO IIOT DRINI{ CUIDADO GUA RECLAIIIADA UNICAMENTE PARA Rl!QAR PROHIIO TOIIIAR 12" TYP. . r 4 ® RECLAIMED WATER SIGN FINISHED GRADE IN TURF AREAS .-----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PURPLE COVER, USE STAINLESS BOLT. NUT, ANO WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRANO "BS", "RECYCLED WATER" ONTO LIO. BASKET STRAINER, SEE LEGEND FOR SPECIFICATION FINISHED GRADE IN SHRUB AREAS 1 7-1/!t±f';';!:±~[ __ WARNING PLASTIC TAG r""ii.lii "RECYCLED WATER -DO NOT DRINK" IN ENGLISH AND SPANISH PVC SCH 4 □ FEMALE ADAPTER ii:... __ PVC MAINLINE PURPLE PIPE TO MASTER VALVE, PIPE PER SPECS. i.2'5J.~~~t...:'.. ~~~~l:!{~:1--~-4"X6" BRICK SUPPORTS (4 REQ.) '-------BRASS UNION BRASS NIPPLE TYP. LANDSCAPE FABRIC '----------314' ROCK, 2 CUBIC FT. '------------------PVC MAINLINE PURPLE PIPE FROMP.0.C. NOTE: USE 45 DEGREE ELLS TO ACHI~ MAINLINE DEPTH FROM UP-STREAM SIDE OF THE BASKET STRAINER ASSEMBLY. SECTION VIEW -N TS. © BASKET STRAINER .------FINISHED GRADE IN TURF AREAS ,-----PURPLE PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "QCV' ONTO LIO. -FINISHED GRADE IN SHRUB AREAS F~----\1/"'tflli!liffii--QUICK COUPLER VALVE, ACME THREADED SEE LEGEND FOR SPEC. .,,---11-----GALV. PUNCH LDC (2 RED.) ..,,.---It----BRASS NIPPLE (LENGTH AS REQ.) ..,.--4"X6' BRICK SUPPORTS (3 REQ.) ~ BRASS TRIPLE SWING JOINT (SIZE PER QCV) / USE TWO STREET ELLS, ONE NIPPLE (8" MIN. .---''{ J<.-.---LENGTH), AND ONE THREADED ELL FOR ASSEMBLY '----L=.J-_J-MAINLINE, SEE SPECS. 1---------#<Ix 36" REBAR STAKE '----------LANDSCAPE FAl!RIC '------------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 I·------LOW VOLTAGE WIRES, 3 MAXIMUM ------WIRES PASS Tl'1ROUGl'1 GROOVES IN TUBE LID TO ALLOW LIC TO CLOSE i,;1,=l+~•------CLOSE Tl/BE ,10 AFTER WIRE IS INSERTED INTO TUBE 11-------POLY TUBE PRE-FILLED WITH WATERPROO!' GEL .,---LOCKTABSPREVENTWIREREMOVAL ONCE CONNECTOR IS INSERTED SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES Sl'!AI.L BE PRE-STRIPPED OF 112• OF THE .:.o.i._, 11 INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR. 'IWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. 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 SCOTCH LOK 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 01' WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. WIRE CONNECTION ..----------------METER AND VALVE BY DISTRICT .---------------METER BOX BY DISTRICT .-----------BRASS OR COPPER 90 ELBOW (SOLDER JOINTS OR THREADED FlmNGS) .---------BRASS OR COPPER NIPPLE LENGTH AS REQ. ,......-----RIP DEVICE SEE LEGEND FOR SPECIFICATION 'M ----BRASS BALL VAL VE TYP. ,ft-t-----+---,r;:==i-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 IF SPECIFIED ""--FINISH GRADE 36" MAX 1.;)i:cp::>--pvc MAINLINE TO MASTER VALVE SCH 80 PVC FEMALE ADAPTER BRASS OR COPPER NIPPLE 6" MIN. ~---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 ee INSTALLED PURSUANT TO MUNICIPAL CODE BOOK 14.08.010.4001-SE:C 5 B Tln.E 17 OF Tl-IE CALIFORNIA ADMINISTRATIVE CODE SECTION VIEW· N.T.S. NOTE: CONCRETE. SLAB SHALL BE MINIMUM 4" THICK, 18" WIDE AND EXTEND AT LIEAST B" PAST THE BACKFLOW ASSEMBLY PIPING. IF BACKFLOW ENCLOSURE IS SPECIFIED 1N THE LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER. NOTES: 1. THERE SHALL BE NO FITTINGS OR CONNECTIONS TO OTHER FACILITIES BETWEEN THE METER AND THE !IACKFLOW ASSEMBLY. 2. BACKFLOW PREVENTER MAY NOT BE INSTALLED IN PUBLJC RIGHT-OF-WAY. 3. CONSTRUCT 2' HIGH RETAINING WALL ON 3 SIDES OF BACl<FLOW PRE.VENTER WHEN INSTALLED ON 4:1 OR GREATER SLOPE.. PROVIDE 2' HORIZONTAL CLEARANCE BETWEEN W/J,il, AND BACKFLOW PREVENTER. -4. DO NOT INSTALL IN AREA SUBJECT TO FLOODING. 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 FEMALE ADAf> .. --~lh! _ SCH. BO PVC WARNING PLASTIC TAG---' "RECYCLED WATER -DO NOT DRINK" IN ENGLISH AND SPANISH SCH. 80 UNION -----~ -FINISHED GRADE IN SHRUB AREAS PRESSURE REGULATOR --,,-1~~IL-SEE LEGEND FOR SPECIFICATION ,.... 24" WIRE LOOP "'lfi;:::;:'.!!:::;;:-1\----VALVE ID TAG PVC THD. ELL SCH BO PVC CONTROL VALVE SCH BO PVC NIPPLE TYP. i><".1--4"X6" BRICK SUPPORTS (4 REQ.) 1----IRRIGATION MAINLINE PURPLE PIPE '-------314" CRUSHED GRAVEL TWO CUBIC FEET '---------LANDSCAPE FABRIC SECTION VIEW· N.T S. @ REMOTE CONTROL VALVE NOTES: CLEAN COMPACTED BACKFILL PAVING, BY OTHERS UNDISTURBED SOIL LATERAL LINE IN SLEEVE CONTROL WIRE IN SLEEVE MAINLINE IN SLEEVE 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 10-FEET ON CENTER. I , s· (2)WARNING TAPES 111 w T "ffill I I I ~I I I 11 i111 SLEEVE DEPTH CHART VEHICLE PAVING -8" DIA. OR LESS VEHICLE PAVING -6" DIA. OR GREATER PEDESTRIAN PAVING -LESS THAN 3" DIA. PEDESTRIAN PAVING· 3" TO 5-112" DIA. PEDESTRIAN PAVING -6" DIA OR GREATER SECTION VIEW -N.T.S. SLEEVE INSTALLATION 38"COVER 4B"COVER 18' COVER 24"COVER 38" COVER NOTE: .---------INSTALL SPRINKLER HEAD FLUSH wrrH FINISHED GRADE IN TURF AREAS ,_ _____ POP-UP SPRINKLER HEAD, SPRAY OR ROTOR SEE LEGEND FOR SPECIFICATION ----------PURPLE COVER INSTALL SPRINKLER HEAD 112' 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 THD. ELL ONE 6" LONG SCH. BO NIPPLE ONE SCH. BO 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 ANO WALLS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVEPI LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. 0 ® DIMENSION SECTION VIEW -N.T.S. POP-UP SPRINKLER '--SCHEDULE 80 PVC VANSTONE (LOOSE COLLAR) TYPE FLANGE ADAPTER. 1 EACH SIDE OF VALVE SECTION VIEW· N.T.S. BUTTERFLY VALVE (2)WARNING TAPES A B C FINISH GRADE LATERAL LINES, PURPLE PIPE, SEE SPECS. 112" TO 2-112" IN SIZE 1 B" 12" 4' 3' TO 6" IN SIZE 24" X 4" SECTION VIEW· N.T.S. ® PIPE INSTALLATION FOR LANDSCAPE IRRIGATION PLANS, SEE SHEETS L3.1 -L3.6 (8-13). FOR LANDSCAPE IRRIGATION LEGEND & NOTES, SEE SHEET L4.1 (14). 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 ARCHITECTS 755 Ratntree Olive, SUite 300 canslad, CA 92009 Tel 760 438 1002 Fax 760 4381155 W'fWf.riag91B.oorn 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. CITY OF CARLSBAD PLANNINQ DEPARTMENT LANDSCAPE IRRIGATION DETAILS THE TOWERS BRESSI RANCH LOTS 24-28 re;{-(;,;. ~"-oft ie-1\·0w> ' ~ I ,-.. I------+---+-------+---~::::::::;::;:;:===;--;::::::==;,:::==::=========: L DATE BY DESCRIPTION ,.;J I APPROVEr PLANNING DATE DWN BY MJ PAOJIICT NO. DRAWING NO. APP'D CHKD BY RS PIP0S-24 442-2L REVISIONS FIELD BY L4.2 ' I NOTE: CONTROLLERS "A & "8" ARE DESIGNED TO RUN CONCURRENTLY, AT NO TIME SHALL CONTROLLERS 'A & "B" BE RUN SEQUENTIALLY CONTRACTOR SHALL PROVIDE A LAMINATED NOTE POSTED ON EACH CONTROLLER WITH MINIMUM 112" LETTERING STATING THE FOLLOWING: "IRRIGATION CONTROLLERS "A & "B" ARE DESIGNED TO RUN CONCURRENTLY, AT NO TIME SHALL CONTROLLERS BE RUN SEQUENTIALLY". Bressi Lots 24-28 JAN FEB MAR APR MAY JUN JUL lrriaation Schedule 6 Dav-:: week ETo/Mo 2.2 2.6 3.4 3.7 4.9 4.6 4.6 POC #1 / Controller "A" ETo/Dav 0.08 0.11 0.13 0.14 0.18 0.18 0.17 Tvne AKc Pr Rate IE Shurb Sorav 0.4 1.74 0.65 1.7 2.3 2.7 3.0 3.9 3.8 3.6 7 Qty. of Valves Total Run Times 12 16 19 21 27 26 25 Shrub Drip I 0.4 0.49 0.9 4.4 5.9 6.9 7.7 9.9 9.6 9.3 10 Qtv. of Valves Total Run Times 44 59 69 77 99 96 93 Shrub Rotors 0.4 0.5 0.75 5.2 6.9 8.1 9.1 11.6 11.3 10.9 24 Qtv. of Valves Total Run Times 125 166 193 219 279 272 262 Turf Sorav 0.9 1.74 0.65 3.9 5.2 6.0 6.8 8.7 8.4 8.1 4 Qty_ of Valves Total Run Times 16 21 24 27 35 34 33 Tree Bubblers I 0.8 3 0.9 1.4 1.9 2.2 2.5 3.2 3.1 3.0 2 Qtv. of Valves Total Run Times 3 4 4 5 6 6 6 Total Valves: 47 TOTAL RUN TIMES (HRS): 3.3 44 5.2 5.8 7.4 7.2 70 JAN FEB MAR APR MAY JUN JUL Bressi Lots 24-28 JAN FEB MAR APR MAY JUN JUL lrrioation Schedule 6 Davs week ETo/Mo 2.2 2.6 3.4 3.7 4.9 4.6 4.6 POC #1 I Controller "B" ETo/Dav 0 08 0.11 0.13 0.14 0.18 0.18 0.17 Tvne AKc Pr Rate IE Shurb Sorav 0.4 1.74 0.65 1.7 2.3 2.7 3.0 3.9 3.8 3.6 11 Qtv. of Valves Total Run Times 19 25 29 33 42 41 40 Shrub Drio I 0.4 0.49 0.9 4.4 5.9 6.9 7.7 9.9 9.6 9.3 19 Qtv. of Valves Total Run Times 84 112 130 147 188 183 176 Tree Bubblers 0.8 3 0.9 1.4 1.9 2.2 2.5 3.2 31 30 4 Qtv. of Valves Total Run Times 6 8 9 10 13 13 12 Total Valves: 34 TOTAL RUN TIMES (HRS\: 1.8 2.4 2.8 3.2 4.0 39 3.8 JAN FEB MAR APR MAY JUN JUL Bressi Lois 24-28 JAN FEB MAR APR MAY JUN JUL lrrioation Schedule 6 Davs week ETo/Mo 2.2 2.6 3.4 3.7 4.9 4.6 46 POC #2 I Controller "C" ETo/Day 0.08 0.11 0.13 0.14 0.18 0.18 0.17 Tvne AKc Pr Rate IE Shurb Rotor (half\ 0.4 0.95 0.75 2.7 3.6 4.2 48 6.1 6.0 5.7 12 Qtv. of Valves Total Run Times 33 44 51 58 73 72 69 Shrub Rotor (full) 0.4 0.47 0.75 5.5 7.4 8.6 9.7 12.4 12.0 11.6 22 Qtv of Valves Total Run Times 122 162 189 213 272 265 255 Total Valves: 34 TOTAL RUN TIMES tHRSl: 2.6 3.4 4.0 4.5 5.8 5.6 5.4 I I JAN FEB MAR APR MAY JUN JUL WATER PRESSURE CALCULATIONS POC NUMBER 1 POC SIZE 2" HYDRAULIC GRADE LINE 550 POC ELEVATION 406 ELEVATION DIFFERENCE 144 STATIC PRESSURE tPSll 62 REMOTE CONTROL VALVE# AS REMOTE CONTROL VALVE SIZE 1-1/2" R.C.V. DEMAND tGPM\ 29 TOTALDEMANDIGPM\ 60 RCV. ELEVATION 445 STATIC PRESSURE AT R.C.V. 62 SIZE DESCRIPTION PSI LOSS 2" SERVICE LINE 1 1.3 PSI 2" WATER METER 2 2.7 PSI 2" BACKFLOW PREVENTER 2 12.0 PSI 2" BASKET STRAINER 3 1.0 PSI 3" GATE VALVES 4 0.5 PSI 1-1/2'' MASTER CONTROL VALVE 5 1.0 PSI 3" 300 FEET OF MAINLINE: TYPE Cl. 315 6 0.5 PSI 1-1/2" REMOTE CONTROL VALVE 8 3.5 PSI 10% LATERAL LINE LOSS 9 2.5 PSI 10% FITTING LOSS 10 2.5 PSI 0 ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) 11 0.0 PSI TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #11) 12 27.5 PSI PRESSURE REQUIRED AT HEAD 13 250 PSI TOTAL PRESSURE REQUIRED (SUM OF #12 AND# 13) 14 52.5 PSI STATIC WATER PRESSURE (FROM ABOVE\ 15 624 PSI RESIDUAL PRESSURE /SUBTRACT# 14 FROM# 15\ 16 9.9 PSI SET PRYOR MCVAT 1# 14 PLUS 10 PSll 17 N/A PSI PRESSURE BOOST IF REQUIRED 1#14-#15 + 20 PSll 18 N/A PSI WATER PRESSURE CALCULATIONS POCNUMBER 2 POCSIZE 2" HYDRAULIC GRADE LINE 550 POC ELEVATION 406 ELEVATION DIFFERENCE 144 STATIC PRESSURE /PSll 62 REMOTE CONTROL VALVE# C27 REMOTE CONTROL VALVE SIZE 2" R.C.V. DEMAND (GPM) 81 TOTAL DEMAND (GPM) 81 RCV. ELEVATION 400 STATIC PRESSURE AT R.C.V. 65 SIZE DESCRIPTION PSI LOSS 2" SERVICE LINE 1 2.3 PSI 2" WATER METER 2 5.2 PSI 2" BACKFLOW PREVENTER 2 12.0 PSI 2" BASKET STRAINER 3 2.0 PSI 3" GATE VALVES 4 0.5 PSI 2" MASTER CONTROL VALVE 5 3.2 PSI 3" 1200 FEET OF MAINLINE: TYPE Cl. 315 6 8.3 PSI 2" REMOTE CONTROL VALVE 8 5.0 PSI 10% LATERAL LINE LOSS 9 5.0 PSI 10% FITTING LOSS 10 4.4 PSI -5 ELEVATION CHANGE /P.O.C. TO HIGHEST HEAD) 11 -2.2 PSI TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #11) 12 45.7 PSI PRESSURE REQUIRED AT HEAD 13 50.0 PSI TOTAL PRESSURE REQUIRED (SUM OF #12AND# 13) 14 95.7 PSI STATIC WATER PRESSURE tFROM ABOVE\ 15 62.4 PSI RESIDUAL PRESSURE /SUBTRACT# 14 FROM# 15l 16 -333 PSI SET PRV OR MCV AT/# 14 PLUS 10 PSI\ 17 N/A PSI PRESSURE BOOST, IF REQUIRED 1#14-#15 + 10 PSll 18 45 PSI NOTE: THESE SUGGESTED RUN TIMES ARE FOR REFERENCE ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO VARYING SITE CONDITIONS. CONTRACTOR SHALL ADJUST RUN TIMES AS REQUIRED TO PROVIDE APPROPRIATE WATER FOR EACH VALVE CIRCUIT. AUG SEP OCT NOV DEC Total: 5.1 4.1 3.3 2.4 1.9 42.8 0.19 0.16 0.12 0.09 0.07 4.0 33 2.6 2.0 1.5 Min/Dav 28 23 18 14 10 Total Min/Dav 10.3 8.6 6.7 5.0 3.8 Min/Dav 103 86 67 50 38 Total Min/Day 12.1 10.1 7.8 5.9 4.5 Min/Dav 290 242 188 142 108 Total Min/Day 9.0 7.5 5.8 4.4 3.4 Min/Dav 36 30 23 18 13 Total Min/Dav 3.4 2.8 2.2 1.6 1.3 Min/Dav 7 6 4 3 3 Total Min/Dav 77 6.5 5.0 3.8 2.9 AUG SEP OCT NOV DEC AUG SEP OCT NOV DEC Total 5.1 4.1 3.3 2.4 1.9 42.8 0.19 0.16 0.12 0.09 0.07 4.0 3.3 2.6 2.0 1.5 Min/Dav 44 37 29 22 16 Total Min/Dav 10.3 8.6 6.7 5.0 3.8 Min/Dav 195 163 126 95 73 Total Min/Dav 34 2.8 2.2 1.6 1.3 Min/Dav 13 11 9 7 5 Total Min/Dav 4.2 3.5 2.7 2.1 1.6 AUG SEP OCT NOV DEC AUG SEP OCT NOV DEC Total: 51 4.1 33 2.4 1.9 42.8 0.19 0.16 0.12 0.09 0.07 6.4 53 4 1 3.1 2.4 MinlDav 76 64 49 37 28 Total Min/Dav 12.9 10.7 8.3 6.3 4.8 Min/Dav 283 236 183 138 105 Total Min/Dav 6.0 5.0 3.9 2.9 2.2 AUG SEP OCT NOV DEC 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. ® DRIPLINE CONNECTION =II "=I« l"=IH "=Ill 1-'" 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 ,,----CONCRETE THRUST BLOCK, TYPICAL ;.,---MAINLINE PIPE ___ __,_ ----L~ . -~ 90 DEGREE ELL ----CONCRETE THRUST BLOCK, TYPICAL '----\...~_r---' ---MAINLINE PIPE ;Mrrl ,::w~ __ UNDISTURBED SOIL ALL CONCRETE TO BE PORTLAND CEMENT 420-C-2000 TEE PLAN VIEW -N.T.S. THRUST BLOCKS l,,oot---------POP-UP SPRINKLER HEAD, ROTOR 1. CLOSE-COUPLED END SUCTION CENTRIFUGAL PUMP, CAST IRON BRONZE FITTED, BACK PULLOUT DESIGN, MECHANICAL SEAL, ODP MOTOR. SEE LEGEND FOR SPECIFICATION POT HOLE AT SPRINKLER LOCATION FOR SPRINKLER ASSEMBLY AS SHOWN FINISHED GRADE -~-=lll=lll=lll=lll=lli=III: DRIP TUBING --~ ~I I i1 11 I I i1 11 11 i1 11 11 i1 11 11 i1 11 I 11= 3" TYPICAL BOTH SIDES 1=1 I = I I=11I=1 I I= l=I RAIN BIRD "EASY FIT" -----~ MDCFTEE FITTING RAIN BIRD "EASY FIT" --------1'-f'--'r'I MDCF50FPT 112" ADAPTER 112" SCH 80 T.0.E. NIPPLE -------;J,"""=1, LENGTH AS REQUIRED KING BROTHERS FLEXIBLE -----~►i NIPPLE, #FVN-500-6F MIPT x FIPT, 6" LENGTH) SCH. 40 PVC TEE -------~ SxSxT, LINE SIZE BY 112" PVC LATERAL LINE SECTION VIEW·· N.T.S. @ DRIPLINE CONNECTION 12· ,---------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. ' ' ,. ' · 1i,.,,.,,,,.,,,,==1.,,,,""1<""""'\i:~I' l11 1 2~ FINISHED GRADE IN SHRUB AREAS 111§11'111 WI IIWI It I I i' II I Ii' II -111-11 -111--111 II= I= @ SUBSURFACE DRIP TUBING BRICK SUPPORTS (1 OF 3) LANDSCAPE FABRIC 314" 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. DRIP AIR RELIEF VALVE .-----PVC SCH 40 ELL .....---PVC SCH 80 NIPPLE (TYPICAL, LENGTH AS REQUIRED) ~-FINISH 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. ....--FINISHED GRADE ' IN SHRUB AREAS , , ,,,;,I I 1= . -= I Ii ~···==Ill PRESSURE REG. R.C.V. CONTROL ZONE KIT: RAIN BIRD XCZ-100COM XCZ-100 COM KIT INCLUDES FPT BALL VALVE 100PESB VALVE, RBY 100C Lss FILTER AND PSI-M40X-100 PRESSURE REGULATOR. ="I II FILTER r------: ~~ I I I MAINLINE PVC SCH 80 NIPPLE /2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL ~-PVC SCH 40TEE OR ELL :,.--PVC SCH 40 MALE ADAPTER ]lai-1111,r-,""---, PVC LATERAL TO DRIP SYSTEM n..,,__----PVC SCH 80 NIPPLE, CLOSE (1 OF 3) l,•r1ti~ill\~---PVC SCH 80 UNION FOR 1-, SERVICING ASSEMBLY !.JL<:::__:::,.J -BRICK SUPPORTS (1 OF 4) ~----LANDSCAPE FABRIC 3/4" ROCKM2 CUBIC FT. 3" MINIMU DEPTH ~-----WARNING PLASTIC TAG 'RECYCLED WATER -00 NOT DRINK" IN ENGLISH AND SPANISH SECTION VIEW -N.T.S. @ DRIP RCV ASSEMBL V r-PLASTIC ROUND VALVE BOX, 6" SIZE t HEAT BRAND "AFV" ONTO PURPLE LID. ]-=-=-=-=-=-=-=-=-=-=-=~-=:;-=-=i~~~!f-FINISHED GRADE IN SHRUB AREAS PURPLE VALVE BOX -----11 SEE SPECS. LINE FLUSHING ------,4--- VALVE TL050MFV-1 S x 1/2" PVC 90 ELL (SIZE AS REQ'D) BRICK SUPPORTS --~ (THREE REQ.) 3/4" GRAVEL SUMP (1 CUBIC FOOT) 2"MIN. \111 Ill Ii' II llwlllw 11--IJ~WARNING PLASTIC TAG "RECYCLED WATER -DO NOT DRINK" IN ENGLISH AND SPANISH CL...----1-----\\-----,"' PVC LATERAL (OR EXHAUST HEADER) SECTION VIEW -N.T.S. DRIP FLUSH VAL VE ~---DRIPLINE BLANK LATERAL DRIPLINE BLANK LATERAL MDC POLY CONNECTION FITTINGS TO DRIPLINE LATERALS ~---AIRNACUUM RELIEF VALVE 2. NEMA 4 ENCLOSED CONTROL PANEL, WITH CIRCUIT BREAKER, MAGNETIC STARTER, HOA SWITCH, AND COMPONENTS FOR AUTOMATIC BOOSTER PUMP CONTROL. PLAN VIEW -N.T.S. ----PVC HEADER SIZE PER PLAN MIN. SIZE 3/4" FINISH GRADE OF SLOPE WR LATERAL PIPE INSTALLED ON GRADE STAKE PIPE TO GRADE AS DIRECTED SCH 80 PVC NIPPLE, 3 REQUIRED LENGTH AS REQUIRED, 3' MINIMUM SIZE NIPPLES PER SPRINKLER INLET MARLEX STREET ELLS AND PVC THREADED ELLS, 2 REQUIRED OF EACH TYPE SIZE ELLS PER SPRINKLER INLET ---►-MINIMUM 6" LAY LENGTH SECTION VIEW -N.T.S. (J) ON-GRADE POP-UP ROTOR 3. MARINE GRADE ALUMINUM ENCLOSURE, TOP HINGED DESIGN WITH VENTING. 4. CAST IRON ELASTOMER LINED FULL LUG WAFER STYLE BUTTERFLY VALVE. 5. PRESSURE GAUGE, 2 1 /2" DIAL, LIQUID FILLED, STAINLESS CASE, 0 -200 PSI. 6. FLOW SWITCH, BRONZE, PADDLE STYLE, NON-ADJUSTABLE, 100 PSI RATED. 7. TYPE "L" COPPER, --,-INCH. 8. 150# ANSI RATED BRASS OUTPUT FLANGE. SECTION VIEW -N.T.S. 9. FABRICATED STRUCTURAL ALUMINUM BASEPLATE. 10. ___ INCH CONCRETE PAD, ASTM C-94, ACI STD. 318-83 DESIGN MIX, 2500 PSI RATED. 11. DOUBLE PVC TAPE WRAPPED BRASS PIPE. 12. PVC SCHEDULE BO/BRASS COMPANION FLANGE CONNECTION. 13. CONCRETE THRUST BLOCK, ___ CU. FT. MINIMUM. 14, MAIN POWER CONDUIT. 15. IRRIGATION CONTROLLER SIGNAL CONDUIT. ® BOOSTER PUMP R I D G E LANDSCAPE ARCHITECTS 755 Raintree Ori\le, Suite 300 Carlsbad, CA 92009 Tel 760 4381002 Fax 760 4381155 www.ridgeta.oom L.A. REVIEWED BY: INSPECTOR 3 ·As-BUILr DATE EXP. DATE NOTES: 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 AIRNACUUM 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 • CONNECTION TO PVC LATERAL SEE LEGEND FOR TYPE PVC HEADER --~-MIN. 3/4" SIZE FLUSHVALVE-----4 ---IRRIGATION RCV LD IN-LINE TUBING IN ROWS 14 -16 INCHES ON CENTER ON LEVEL GROUND. PLAN VIEW -N.T.S. DRIPLINE CONNECTION 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 PLANNINQ DEPARTMENT DATE BY DESCRIPTION APP'D REVISIONS LANDSCAPE IRRIGATION DETAILS THE TOWERS BRESSI RANCH LOTS 24-28 APPROVED • 1 11..l f Ct· ~~, - PLANNING DATE DWN BY __ M_J __ CHKD BY_.c.cR.c.S __ r1ELD BY PRO.ECT NO. PIP05-24 DRAWING NO. 442-2L L4.3 .. • i C A >',,\_;•·• •½,7 \\y> : : ( " C>' I : i ! • ! le~)" 0. _:,· ! : 1 I. ,:z·. 'c:, : ·''/'*,, . ' ; . )?.~ '. . r·"•. . . t) _j,,./ ·'. ; '+-\·•.···· ./>.,.. • ... ,. . ...•.... • ' ! i CO~TRACTQR . SHAL~ PATCH j AND~PAI~ · PARKWAY : PLANTli?,.A!-1 D IRRIG/\TI~ [TO MATCH \ ! ADJACENT)f WHERE 1\ CONCiRETE I , , DRAINAGE ! \ .!%Ti'lUCTUR6 IS 'REMqvED . I ---------~·~~------·,,~,. \ BUILDING ' I '1"111--' SOIL'SAMPLE LOCATION 1 OF 3 .....•. .., .. ····•• .... z½ '.''c. ~', \ ' [BUILDING • J KEYMAP I ..,._ d ~M• ••-~•><•A••• NOTTO SCALE ' i ~t<◊-· I I \ ' MATCHLINE -SEE SHEET LS.4 (20) . ------------------· \ \ \ i ·Sz;· ••• J " I =······ .. i \ \ ,, ' ' ····'-\ ···'x···---- ' --- ' ' \ \ . \ -------- \ ' \ \ \ ii BUILDING i N , \ \ . ------------~~------ '(\,; (t) -~ ' '"'"'"''\ .. .! \ \ ' ' BUILDING M :i:.:.:.,:.:::= '·, ' \ ', .,"\>11:::>0<0,= v•~•-•---~--~ .................... \ 1!9'1'4r" ......... ....,.f.,. --T'i' \ \ \ -~-;-.... "'"'1 "· ; /<l \ ' ' ' ' \ \ \ \ \ \ I \ I A'<I X ,,.. "'"' :1 'I I • i 1\ 1· I I I I I I \ I I \1 1. I I I . :t I I I r I .. loo -L:S IN LC) ....I 1-w w I ------~ I W ----a. en ' lw --------.! z I ..J I ~~,_(.) ~ I :::!: ----·+1·''.\>1· • ._, l -·L"~'I I I .. ,t /1 '"t PLANT LEGEND SYMBOL BOTAN ICAL/ COMMON NAME TREES: • ■ ◊ □ SYMBOL ACACIA MELANOXYLON / BLACKWOOD ACACIA CINNAMOMUM CAMPHORA / CAMPHOR TREE LOPHOSTEMON CON FE RT A/ BRISBANE BOX POPULUS NIGRA 'ITALICA' / LOMBARDY POPLAR PYRUS CALLERYANA 'CHANTICLEER'/ CHANTICLEER PEAR QUERCUS ILEX/ HOLLY OAK BOTANICAL / COMMON NAME SHRUBS, GROUNDCOVERS AND VINES 0 0 © .. . . ' @2a 0 0 0 0 GI 0 ® 0 ~ e Ill BACCHARIS 'THOMPSON'/ COYOTE BRUSH BOUGAINVILLEA 'TEMPLE FIRE'/ SHRUBBY BOUGAINVILLEA CAREX BUCHANANII / LEATHER LEAF SEDGE CARISSA M. 'GREEN CARPET / PROSTRATE NATAL PLUM CEANOTHUS G. H. 'YANKEE POINT / CALIFORNIA LILAC DIETES BICOLOR/ FORTNIGHT LILY DISTICTIS BUCCINATORIA / BLOOD RED TRUMPET VINE FESTUCA RUBRA RED FESCUE (UNMOWN) 'NO MOW' FINE FESCUE FESCUE (UNMOWN) FICUS REPENS / CREEPING FIG GALVEZIA SPEC. 'FIRECRACKER'/ ISLAND BUSH SANPDRAGON HEMEROCALLIS HYBRID/ DAYLILY LANTANA MONTEVIDENSIS / PURPLE LANTANA LIGUSTRUM J. 'TEXAN UM'/ TEXAS PRIVET MYOPORUM X 'SOUTH COAST / NCN MUHLENBERG IA 'REGAL MIST/ NCN NASSELLA TENUISSIMA/ MEXICAN FEATHER GRASS PENNISETUM S. 'RUBRUM' / PURPLE FOUNTAIN GRASS RHAMNUS C. 'MOUND SAN BRUNO'/ COMPACT COFFEEBERRY RHAPHIOLEPIS I 'ENCHANTRESS'/ INDIA HAWTHORN ROSMARINUS 0 . 'PROSTRATUS' / TRAILING ROSEMARY SALVIA LEUCANTHA / MEXICAN SAGE SENECIO SERPENS/ NCN WESTRINGIA ~ORNING LIGHT'/ NCN STRELITZIA REGINAE / BIRD OF PARADISE FESCUE 'MARATHON II'/ TURF HYDROSEED MIX MINIMUM SIZE / SPACING 24" BOX STD. 24" BOX STD. 24" BOX 15GAL.STD. 24"BOX COLUMNAR 24" BOX STD. 15 GAL. STD. 24• Boxsm. SIZE / SPACING APPROX. QTY. 72 57 ~ 20 ~ 81 27 ~ QTY DETAIL A,B A A,B A,B A ,B A A A,B DETAIL 5 GAL./ 36" O.C. ~ C, D 5 GAL. / 18" O.C. 230 C, D 1 GAL./ 24" O.C 200 C, D 1 GAL./ 42" O.C. 515 C 5 GAL. / 3' O.C. 466 D 5 GAL./ 30" O.C. ~ C, D 15GAL./ 8 E PER PLAN SEED SOD 1 GAL./ PER PLAN 1 GAL. / 30" O.C. 1 GAL./ 24" O.C. 1 GAL. / 36" O.C. 5 GAL. / 30" O.C. 4,424 SF 2,549 SF 19 E 980 c,o 1,612 C 723 C,D 381 2 C,D FLATS/24"O.C. PER F PLAN 5 GAL./ 36" O.C. ~ C, D 1 GAL. / 30" O.C. 355 C, D 1 GAL. / 48" O.C. 76 C, D 5 GAL./ 48" O.C. ~ C, D 5 GAL. / 48" O.C. 525 C, D FLATS/10"O.C. PER F PLAN 1 GAL./ 36" O.C. ~ D FLATS/ 12"O.C. 5 GAL. / 36" O.C. 5 GAL./ 48" O.C. SOD PER PLAN 146 467 SF F C,D C,D COMMENTS 8'H X 3W X 1-1/2" CAL. B'H X 3W X 1-314" CAL. 10'H X 4W X 1-1/2" CAL 8'H X2WX 1-114"CAL 12'H X 3'W X 2" CAL. 9'H X 3W X 1-1/2" CAL. 7'H X2'WX 1"CAL. B'H X 3W X 1-1/2" CAL. 9,485 TOTAL SHRUB COUNT 4,705 TOTAL 5 GAL. SHRUBS (50% OF TOTAL) SEED PER ACRE BROM US HORDEACEUS / BLANDO BROME 24 LBS. 10 LBS. 6 LBS. 40 LBS. TRIFOLIUM HIRTUM 'HYKON' / HYKON ROSE CLOVER VULPIA MYUROS 'HIRSUTA' / ZORRO ANNUAL FESCUE UTILITY SCREENING NOTE : CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK TO REVIEW ACTUAL UTILITY LOCATIONS ON SITE SO THAT LANDSCAPE ARCHITECT CAN PROVIDE PLANTING REVISIONS AS NECESSARY TO FULLY SCREEN ALL UTILITIES FROM VIEW. FOR COMPLETE PLANTING LEGEND, SEE SHEET LS.2 (18). FOR PLANTING DETAILS AND NOTES, SEE SHEET L6.1 (23). APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . 0 10 20 40 60 SCALE AND NORTH FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (24-27). R I D G E L ANDS CAPE ARC HITE CTS 755 Rainlree Drive, Suite 300 Carlsbad, CA 92C(8 Tel 760 438 1002 Fax 760 4381 155 www.ridgela.wn 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. 6/22/07 RS REVISED PLANTING@ SEGMENTAL RETAINING WALL 811/07 RS ADDED LANDSCAPE@ NW ENTRY/ REVISED PAVING CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE PLANTING PLAN THE TOWERS BRESSI RANCH LOTS 24-28 1---+--+----------+-----i f't.-. ~ . 4r-f:lloit s -~)-o"1 I APPROVED r; ( 1---+--+-------------------1----t PLANNING DATE , --~~---------------~---< 'r====LA;:;,::==,;=I =.,=R=c=B:T==..,=0.==,1;=1 ==-=-.w=rw=•=•=No.===i ~DATE BY DESCRIPTION APP'D ::D ~---_~_R~S===== REVISIONS FIELD BY PIP05-24 . . 442-2L L5.1 102907 ; :,-.< '.\' '£, I I ~ \ BUIL:plNG ;R UTILITY SCREENING NOTE: CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK TO REVIEW ACTUAL UTILITY LOCATIONS ON SITE SO THAT LANDSCAPE ARCHITECT CAN PROVIDE PLANTING REVISIONS AS NECESSARY TO FULLY SCREEN ALL UTILITIES FROM VIEW. I I .................... ·· r·· -----j~~ ,A R A R R \ \ 15 GAL \ \ \ KEYMAP NOT TO SCALE \ ' ' \ ■--· ; '-... ···" ....... _,~--------~· .,,. ...,. li ., ii n \ .d .... J.1 ,., •..... ····----· ' l~ BUIL:P1NG Qb ", ii \ \ ' -------;~----,------:---'"';, ,, ,,:>( :.,y, \ ' \ \ \ I ' ., ···-----\ ... C:h?C ··· J \ ':·•.;::.,.;,s,;,,,--o:s\=,,,,*, .,-,. ___ ,,,,,.,,.:,·:cr:,~~==:a·a ii H ' I g ' ' \ ' -0/1:1, \ ' -~,, \ ' \ \ \ ' , , \ ,\ I ~~+--\ '~ I\ I -, I \ ...... " " ' \ ' \ -- -~---1----7 .I I I I I I / \ \ I \ /"< /SOILS / . LO'.;' ION 3 OF 3 i/ /., I w ' \ (..) \ ' ' \~. ' ' ' ; ·½;, l ~ ~; H -4 . 0 '\(j \ : \ \ '. Cl I. C) +-----,w1';"""-""F ' \ "' . ' ' ' ············"' " ', / ·····./··· •" ,,, -. ' ---------=··•'"'"' " ---\'' . // _/ ! ~ -:#!_ ---,\~\-·~•·'"'---,_ \ .,., ... -•-------=··•"' -----··;:;_·,··., -"'-.. =··-' ' -- ' ' ' ' ' --- \? Ir--• ----•·~'J~'~-·=--- ,,-, ' 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, (BOO) 456·7668, 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: ., .... ,,/ -"~::• ·" : i J '. ' V ....,""-:::;,-'~<' ' 1 / (: ;' \ ' -- c -~' -.'_ • '":;. --~----· -~•-',· ~,;·; LINE'/ L~,!,', IYP.iGAL· / • \ ·::: E: '/ ----·--•""' .... ~----/"""""" . .,~--· ~:;.:~ ..... A.... --~ j ··="'-· =~ Alt St0PE$ .. GREATE,RTHAN 4' INJ;IEIGHT SHALL BE ; Pt:ANT~i5 100% WIT8 GROUNDCPVER GRPIJ!'tDCOVE'~ PLAN'.fJNG SHALL E;)\TEND UNDE~NEAT't5HR1,!B SYMBOi,§ WH!;;T.HER OR NOf;THIS IS SHO\N~.,(¥1APHICAlLY ON P, ' NOTE: ALL EXISTING TREES ARE SHOWN WITH DASHED OUTLINES. THE LETTER (E) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE 70 BE PR07ECTED IN PLACE THE LETTER (R) NEXT TOA TREE SYMBOL INDICATES AN EXISTING TREE TO BE REMOVED. •• • + ~ ~ NOTE: KOELREUTERIA SPP. / KOELREUTERIA LOPHOSTEMON CONFERTA/ BRISBANE BOX PODOCARPUS GRACILIOR / FERN PINE FESCUE 'MARATHON II'/ TURF 0 00 T SCHINUS MOLLE/ CALIFORNIA PEPPER TIPUANA TIPU I TIPU TREE EXISTING STREETSCAPE INSTALLED BY MASTER DEVELOPER. REFER TO LANDSCAPE PLANS FOR 'BACKBONE STREETS AND SLOPES AT BRESSI RANCH', CITY DWG NO. 400-8N, BY THE COLLABRATIVE WEST. PLANT LEGEND MINIMUM SYMBOL BOTANICAL I COMMON NAME SIZE/ SPACING APPROX. QTY. DETAIL COMMENTS TREES: • ■ ◊ □ SYMBOL ACACIA MELANOXYLON / BLACKWOOD ACACIA CINNAMOMUM CAMPHORA I CAMPHOR TREE LOPHOSTEMON CONFERTA / BRISBANE BOX POPULUS NIGRA 'ITALICA' I LOMBARDY POPLAR PYRUS CALLERYANA 'CHANTICLEER' I CHANTICLEER PEAR QUERCUS ILEX I HOLLY OAK BOTANICAL/ COMMON NAME 24"BOXSTD. 24"BOXSTD. 24" BOX 15 GAL. sm 24" BOX COLUMNAR 24"BOXSID. 15 GAL, STD. 24" BOX sm. SIZE I SPACING SHRUBS, GROUNDCOVERS AND VINES 0 film 0 © .. ... 0 0 0 0 Ell 0 0 0 ffii e © 1111 BACCHARIS 'THOMPSON'/ COYOTE BRUSH BOUGAINVILLEA 'TEMPLE FIRE' I SHRUBBY BOUGAINVILLEA CAREX BUCHANAN II/ LEATHER LEAF SEDGE CARISSA M. 'GREEN CARPET/ PROSTRATE NATAL PLUM CEANOTHUS G. H. 'YANKEE POINT/ CALIFORNIA LILAC DIETES B.ICOLOR / FORTNIGHT LILY DISTICTIS BUCCINATORIA/ BLOOD RED TRUMPET VINE FESTUCA RUBRA RED FESCUE (UNMOWN) 'NO MOW' FINE FESCUE FESCUE (UNMOWN) FICUS REPENS / CREEPING FIG GALVEZIA SPEC. 'FIRECRACKER' I ISLAND BUSH SANPDRAGON HEMEROCALLIS HYBRID I DAYLILY LANTANA MONTEVIDENSIS / PURPLE LANTANA LIGUSTRUM J. 'TEXANUM' I TEXAS PRIVET MYOPORUM X 'SOUTH COAST I NCN MUHLENBERGIA 'REGAL MIST I NCN NASSELLA TENUISSIMA I MEXICAN FEATHER GRASS PENNISETUM S. 'RUBRUM' / PURPLE FOUNTAIN GRASS RHAMNUS C. 'MOUND SAN BRUNO'/ COMPACT COFFEEBERRY RHAPHIOLEPIS L 'ENCHANTRESS'/ INDIA HAWTHORN ROSMARINUS 0. 'PROSTRATUS' / TRAILING ROSEMARY SALVIA LEUCANTHA I MEXICAN SAGE SENECIO SERPENS I NCN WESTRINGIA 'MORNING LIGHT'/ NCN STRELITZIA REGINAE/ BIRD OF PARADISE FESCUE 'MARATHON II'/ TURF HYDROSEED MIX 5 GAL I 36" O.C. 5 GAL./ 18" O.C. 1 GAL. 124" O.C. 1 GAL./ 42" O.C. 5 GAL. / 3' O.C. 5 GAL. / 30" O.C. 15 GAL./ PER PLAN SEED SOD 1 GAL/ PER PLAN 1 GAL. / 30" O.C. 1 GAL./ 24" O.C. 1 GAL. / 36" O.C. 5 GAL. / 30" O.C. FLATS/24"0.C. 5 GAL. / 36" O.C. 1 GAL. /30•0.C, 1 GAL./ 48" O.C. 5 GAL/ 46" O.C. 5 GAL. / 48" O.C. FLATS/ 10" O.C. 1 GAL. / 36" O.C. FLATS/12"0.C. 5 GAL./ 36" O.C. 5 GAL./ 48" O,C, SOD BROMUS HORDEACEUS / BLANDO BROME TRIFOLIUM HIRTUM 'HYKON' / HYKON ROSE CLOVER VULPIA MYUROS 'HIRSUTA' / ZORRO ANNUAL FESCUE 72 81 27 ~ QTY 230 200 515 466 ~ 8 4,424 SF 2,549 SF 19 980 1,612 723 381 2 PER PLAN ~ 355 76 525 PER PLAN PER PLAN 146 467 SF 9,485 2 4,705 A,B A A,B A,B A ,B A A A,B DETAIL C,D C,D C,D C D C,D E E C,D C C,D C,D F C,D C,D C,D C,D C,D F F C,D C,D 8'H X 3'W X 1·112" CAL 8'H X 3'W X 1-3/4" CAL. 10'H X 4'W X 1·112" CAL, 8'H X 2'W X 1.114• CAL. 12'H X 3'W X 2" CAL 9'H X 3'W X 1·112" CAL. 7'H X 2'W X 1" CAL. 8'H X 3'W X 1·112" CAL. TOTAL SHRUB COUNT TOTAL 5 GAL SHRUBS (50% OF TOTAL) SEED PER ACRE 24 LBS. 10 LBS. 6LBS. 40 LBS. 102907 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. APPROVED FOR PLANTING AND ~ ~ FOR PLANTING DETAILS AND NOTES, SEE SHEET L6.1 (23). IRRIGATION ONLY, INCLUDING PRECISE ~ ~ FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (24 -27). LOCATION OF PLANTING AREAS. s:,i ~ ---------------------------....,..---------,-------------------;~~~-------~~ ~ ~ ... "As-euiLr REVISIONSMUSTBEAPPROVEDBYPUBLICHEALTHENGINEER. 1 •1££8 • II ~1rr",~ ~~'1'.FENT 11· 2•1·• 1 ~t' 0 10 20 40 SCALE AND NORTH 60 Smith Consulting Architects ~,,,;_·,:) t;.I \, m1,r.i P.r',~i c.:-,cilk :00 -~ ,,! [iw,Jt' l. f:•.,1•11,1 ~)!! H) i')f,.·1 ·::H 4// ,' F-,.,: ihb,°' !0 ~ ,1/81 R I D G E LANDSCAPE ARCHITECTS 755 Raintree □rive, Slile 30CI Carlsbad, CA 92009 Tel 7604381002 Fax 760 4381155 www.ridgela.com DATE LA, EXP. REVIEWED BY: INSPECTOR ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO . r......., ,_ ..._., . IMPLEMENTATION IN FIELD. REVISED PLANTING@ SEGMENTAL RETAINING WALL ADDED LANDSCAPE@ NW ENTRY/ REVISED PAVING LANDSCAPE PLANTING PLAN THE TOWERS BRESSI RANCH LOTS 24-28 f-----+-+------------+---i 1-AP-PR~O~~ED_.l(~b\_, -~~~-ili~--. PLANNING DATE BY DESCRIPTION REVISIONS APP'D OWN BY, --::LA,:--- CHkD 9Y __ R_S __ FIELD BY rnm.cTNO. PIP0S-24 442-2L 11 L52 -----~ ----\ -\ v~ \t ~-\ \\ \ " -L \, \ - MATCHLINE -SEE SHEET L5.6 (22 ----\---\ - -c;:,- "' a, ~ - --J r .. ,;. y<)l0.,j,>.,: •,·', .:'_(, ~j> '>>; * ,. J i' ,·. PLANT LEGEND SYMBOL TREES: • A ◊ D SYMBOL BOTANICAL/ COMMON NAME ACACIA MELANOXYLON I BLACKWOOD ACACIA CINNAMOMUM CAMPHORA I CAMPHOR TREE LOPHOSTEMON CONFERTA I BRISBANE BOX POPULUS NIGRA 'ITALICA' I LOMBARDY POPLAR PYRUS CALLERYANA 'CHANTICLEER' I CHANTICLEER PEAR QUERCUS ILEX I HOLLY OAK BOTANICAL I COMMON NAME SHRUBS, GROUNDCOVERS AND VINES 0 BACCHARIS 'THOMPSON' I COYOTE BRUSH MINIMUM SIZE/ SPACING 24" BOX STD . 24" BOX STD. 24" BOX 15 GAL. STD. 24" BOX COLUMNAR 24" BOX STD. 15 GAL. STD. 24" BOX STD. SIZE/ SPACING 5 GAL. 136" O.C. APPROX. QTY. DETAIL COMMENTS n A,B B'H X 3'WX 1-112" CAL. 57 A B'H X 3'W X 1-3/4" CAL. 41 A,B 10'H X 4'W X 1-112" CAL. 20 A, B 6'H X 2'W X 1-1/4" CAL. 74 A,B 12'H X 3'W X 2" CAL. B1 A 9'H X 3'W X 1-112" CAL. 27 A 7'H X 2'WX 1" CAL. 42 A,B 8'H X 3'W X 1-112" CAL. QTY DETAIL 477 c,o ' ~:~~~/"r:;::: =-=~~-·"_:t.F.., ~: ~ BOUGAINVILLEA 'TEMPLE FIRE' I 5 GAL. I 16" O.C. 230 SHRUBBY BOUGAINVILLEA C,D ,I :\ I \ I '-" I ~ I I \ I I I I 1-' I I ,_;;, b ~ f ---¥--lt,:<CT \I ' . ~ I. I 1·, SOIL SAMPL ::t, LOCATION 2 Of 3 (- ~ \ I SEWER Lli'J E, STORM DRAIN, I \ -;;_§: I I -t -:\ I 20' 'ATER £4S£/.fENT L \- :-,~-_\_=_=_-='.=R"- i ~-~f- I I I I I I I I •--1 - 1 - 1 I I I I I UTILITY SCREENING NOTE: CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK TO REVIEW ACTUAL UTILITY LOCATIONS ON SITE SO THAT LANDSCAPE ARCHITECT CAN PROVIDE PLANTING REVISIONS AS NECESSARY TO FULLY SCREEN ALL UTILITIES FROM VIEW. I I I 11 11 &!jf I KEYMAP \ ,:• . -: , ' ~· \ - -_ ~ "'\ . "' \✓ / A / / / /, l(J) © 0 I * I .. CAREX BUCHANANII I LEATHER LEAF SEDGE CARISSA M. 'GREEN CARPET I PROSTRATE NATAL PLUM CEANOTHUS G. H. 'YANKEE POINT I CALIFORNIA LILAC DIETES BICOLOR I FORTNIGHT LILY OISTICTIS BUCCINATORIA/ BLOOD RED TRUMPET VINE FESTUCA RUBRA RED FESCUE (UNMOWN) 'NO MOW FINE FESCUE FESCUE (UNMOWN) 1 GAL.I 24"0C. 1 GAL. 142" O.C. 5 GAL. I 3' O.C. 5 GAL. / 30" O.C. 15 GAL. I PER PLAN SEED SOD 200 C,D 515 C 466 D 1,221 C,D 8 E 4,424 SF 2,549 SF S PES GR~TER T HALL B LANT O\(NOCOV ~- COV1;:R PLANT-ING S ... FICUS RE PENS I CREEPING FIG GALVEZIA SPEC. 'FIRECRACKER' I ISLAND BUSH SANPORAGON 1 GAL.I PER PLAN 1 GAL. I 30" O.C. 19 B95 E C,D ~ \ \ \ I \ BUILDlNG I O \ I \ \ \ --=--=\ \ \ \ \ \ \ \ "' \ \ \ \ \ \ \ I \ t \ \ \, \ \ \ \ \ \ \ \ I I I L I I I \ \ \ lt==a;o===~~ 1.~I == \ \ \ ~ BU ILDINIG p I \ I \ • '"' \"" 15 GAL. ''S, l :c, \ I ---~• ----------~------~~---- \ \ r -, ------------~-------- 0 NOTTO SCALE MATCHLINE -SEE SHEET L5.2 (18) ---. 10 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. 20 40 60 SCALE AND NORTH DERNEATH SlajimB ET~ROR~THI P ICAl~ OITT'~ \ I I ' ~ ... \ I \ \ \ \ I l~\---nrA I ___________,-t1\½ \ \_-"'\.,-'-, tt:. -----•---~ ~- ' \ I , q 4 I E I 0 0 ~ 0 $ 0 0 0 ~ e ~ G} 0 HEMEROCALLIS HYBRID I DAYLILY LANTANA MONTEVIDENSIS / PURPLE LANTANA LIGUSTRUM J. 'TEXANUM' I TEXAS PRIVET MYOPORUM X 'SOUTH COAST I NCN MUHLENBERGIA 'REGAL MIST I NCN NASSELLA TENUISSIMA/ MEXICAN FEATHER GRASS PENNISETUM S. 'RUBRUM' I PURPLE FOUNTAIN GRASS RHAMNUS C. 'MOUND SAN BRUNO'/ COMPACT COFFEEBERRY RHAPHIOLEPIS I. 'ENCHANTRESS' I \NOIA HAWTHORN ROSMARINUS 0 . 'PROSTRATUS' I TRAILING ROSEMARY SALVIA LEUCANTHA I MEXICAN SAGE SENECIO SERPENS I NCN WESTRINGIA 'MORNING LIGHT I NCN STRELITZIA REGINAE I BIRD OF PARADISE FESCUE 'MARATHON II' I TURF HYDROSEED MIX: 1 GAL. I 24" O.C. 1 GAL. / 36" O.C. 5 GAL. I 30" O.C. FLATS I 24" O.C. 5 GAL. I 36" O.C. 1 GAL./30''0C 1 GAL. I 48" O.C. 5 GAL. I 4B" O.C. 5 GAL. I 48" O.C. FLATS I 1 O" O.C. 1 GAL. I 36" 0 .C. FLATS I 12" O.C. 5 GAL. I 36" O.C. 5 GAL. I 48" O.C. SOD 1,592 666 357 PER PLAN 472 355 76 621 525 PER PLAN 287 PER PLAN 146 65 467 SF 9,192 4,56B C C,D C,D F C,D C,D C,D C,D C,D F D F C,D C,D TOTAL SHRUB COUNT TOTAL 5 GAL. SHRUBS (50% OF TOTAL) SEED PER ACRE ~ BROMUS HORDEACEUS I BLANDO BROME 24 LBS. 10 LBS. 6 LBS. 40 LBS. 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. TRIFQLIUM HIRTUM 'HYKON' I HYKON ROSE CLOVER VULPIA MYUROS 'HIRSUTA' I ZORRO ANNU AL FESCUE FOR COMPLETE PLANTING LEGEND, SEE SHEET L5.2 (18). FOR PLANTING DETAILS AND NOTES , SEE SHEET L6.1 (23). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7 .1 -L7.4 (24 -27). R I O G E LANDSCAPE ARCH I TECTS 755 Raintree OrilJl!I, Suite 300 C•lsbad, CA 92009 Tel 760 4-38 1002 Fax 760 438 1155 www.ridgela.com LA. EXP. REVI EWED BY: INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. SEGMENTAL RETAINING WALL DATE BY DESCRIPTION REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY , IN CLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DEPAATMl!NT LANDSCAPE PLANTING PLAN THE TO\VERS BRESSI RANCH LOTS 24-28 APPROVED ( l't-l--l:r--~~* PLANNING DATE OWN BY LA CHKD BY RS FIELD BY PRCJECT NO. PIP05-24 11 --NO. 442-2L LS.3 ' 072407 UTILITY SCREENING NOTE : CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK TO REVIEW ACTUAL UTILITY LOCATIONS ON SITE SO THAT LANDSCAPE ARCHITECT CAN PROVIDE PLANTING REVISIONS AS NECESSARY TO FULLY SCREEN ALL UTILITIES FROM VIEW. BUILDING G \ ' :-. "' --~ 'v.,NOTE: _,..,.,_ ,,,,_.).,_, AlbSLOPES GREATER THPJSC-1\'IR'ttEIGH'r ,SHA BE PLAt,ITED 100% WIJH'GROUNDCOVER. \ GROUNb(20V!';RPLANTING SHALL EXTEND -, UNDERNEAJH SHRUB SYMBOLS WHETHER OR NOT-THIS IS SHOWN GRAPHICALLY ON PLAN. -, ---, ' \ I I I I-----+:, I MATCHLINE-SEE SHEET L5.5 (21) i ~\---Q:-\.--.w ·o¥ ·: • • • . ·:..:.~~·..--. ~ . \ \ \ \ \ \ 'q, f ' ' ; ____ , __ )._,. . ---~-/~·-·· ~: ,:;~i~[§·.~;~#:;~~:r;?~~;~~~;1~fa::~;~:~~:: ;' SHEETS I SHEETS ' f:; 12 & 21 I 13 & 22 'i t I lJ h I ~=-=====~--------~ --4:trrn +:,;;, w L . M _w, ~t -;-)HE ETSf' ,,, 1lw[: !i e=,i • 1 , SfllE8TS ?-' ['it' l!R.--' ':: l]l'<\-f 11" -=>11_ ;:!2·' ~ 1 i ;;)j' #f Jif3;-9 & '1'8"_f -H1 ,.,,Ii : ~ V<Cv if'"' N ,:wt"'&~ -· '\ Ji -e ~ ~~~~\B KEYMAP NOTTO SCALE ' - 29' WATER ==-::::=1~~~ EASEl.tENT c;;-·'b 1): , I \i \ I\ -\ \ ~~-------------------· MATCHLINE -SEE SHEET L5.1 (17) 0 10 20 40 SCALE AND NORTH 60 Smith Con sult ing Archi tects 1 i/,_'U El c·1m1no Re;1I -~IJlie ;?QQ :; 1·1 [\ii'Jl_,l !11,11'"-, J2130 l45A,.~y-~ 477/ F .i:.: 1.i!f-:J!\,/9:~ ,1787 'i jj r \ ' , \ \ '-~ ~'---~~---\ f-----+--61 \ \ ' -··" -------------\,· 'fu::, ~~v \ --""~~:C1f~ ~ (') '° ....I tu ~➔&-:----.w .I I (I) PLANT LEGEND SYMBOL TREES: • ■ ◊ □ SYMBOL BOTANICAL/COMMON NAME ACACIA MELANOXYLON / BLACKWOOD ACACIA CINNAMOMUM CAMPHORA / CAMPHOR TREE LOPHOSTEMON CONFERTA / BRISBANE BOX POPULUS NIGRA 'ITALICA' / LOMBARDY POPLAR PYRUS CALLERY ANA 'CHANTICLEER'/ CHANTICLEER PEAR QUERCUS ILEX/ HOLLY OAK BOTANICAL/ COMMON NAME SHRUBS, GROUNDCOVERS AND VINES 0 0 BACCHARIS 'THOMPSON' / COYOTE BRUSH BOUGAINVILLEA 'TEMPLE FIRE'/ SHRUBBY BOUGAINVILLEA CAREX BUCHANANII / LEATHER LEAF SEDGE MINIMUM SIZE/ SPACING 24" BOX STD. 24" BOX STD. 24" BOX 15 GAL. SID. 24" BOX COLUMNAR 24" BOX STD. 15GAL. SID. 24" BOX STD. SIZE/ SPACING 5 GAL./ 36" O.C. 5GAL./ 18"0.C. 1 GAL./ 24" O.C. APPROX. QTY. DETAIL 72 57 ~ 20 ~ 81 27 ~ QTY 230 200 A,B A A,B A,B A ,B A A A,B DETAIL C,D C,D C,D COMMENTS 8'H X 3W X 1-1/2" CAL 8'H X 3W X 1-3/4" CAL. 10'H X 4W X 1-1/2" CAL. 8'H X 2W X 1-1/4" CAL. 12'H X 3W X 2" CAL. 9'H X 3'W X 1-1/2" CAL. 7'H X2W X 1"CAL. 8'H X 3'W X 1-1/2" CAL. ..... .......... •, ... ,t~. ··:t;;.:;.::_.~,-~:· .. :.~ii:• :• ·;_~?;:: '. © CARISSA M. 'GREEN CARPEr / PROSTRATE NATAL PLUM 1 GAL./42"0C. 515 C ' -. --- ( ·;;1~ . (1,1: :1 '. __ .,; __ _ \ ' '' \ \ \ ® - -. - [2a ... 0 0 0 CEANOTHUS G. H. 'YANKEE POINr I CALIFORNIA LILAC DIETES Bl COLOR I FORTN IGHT LILY DISTICTIS BUCCINATORIA I BLOOD RED TRUMPET VINE FESTUCA RUBRA RED FESCUE (UNMOWN) 'NO MOW FINE FESCUE FESCUE (UNMOWN) FICUS REPENS / CREEPING FIG GALVEZIA SPEC. 'FIRECRACKER'/ ISLAND BUSH SANPDRAGON HEMEROCALLIS HYBRID / DAYLILY LANTANA MONTEVIDENSIS / PURPLE LANTANA LIGUSTRUM J_ 'TEXANUM" / TEXAS PRIVET 5 GAL./ 3' O.C. 5 GAL./ 30" O.C. 15 GAL./ PER PLAN SEED SOD 1 GAL./ PER PLAN 1 GAL. / 30" O.C. 1 GAL./ 24" O.C. 1 GAL. / 36" O.C. 5 GAL. / 30" O.C. FLATS/ 24" O.C. 466 D C,D 8 E 4,424 SF 2,549 SF 19 E C,D 1,612 C 723 C,D 381 2 C,D F ~,UIUDING \ ... ,.,,., .. ,.-,..,..,,...,_,,,,, .. , •. ,,-'··.·····; :::;:;;::;'f"":.c;o,=-,=-,c, 'y/ \ \ \1 0 MYOPDRUM X 'SOUTH COASr / NCN MUHLENBERGIA 'REGAL MISr / NCN 5 GAL. / 36" O.C. PER PLAN ~ C,D \ 'f \ \------- • \ - ' \ . ' \ \ \ 15 GAL. ' ' C C C C C \ \ \ 15 GAL,~ ,;:, \ - = ,,_,,._,=""'' • " ""\\''""· ■ ··••.•.-~~ -------------~------ tr ' - • I \ I I \ I • I I I J_ ., _____ ). -1- + I I I I I I I I I '➔ --\--~ r I I , I \ \ I I \\ • --l..L EB 0 0 ml e NASSELLA TENUISSIMA / MEXICAN FEATHER GRASS PENNISETUM S. 'RUBRUM' / PURPLE FOUNTAIN GRASS RHAMNUS C. 'MOUND SAN BRUNO'/ COMPACT COFFEEBERRY RHAPHIOLEPIS I. 'ENCHANTRESS'/ INDIA HAWTHORN ROSMARINUS 0 . 'PROSTRATUS' / TRAILING ROSEMARY SALVIA LEUCANTHA/ MEXICAN SAGE SENECIO SERPENS/ NCN WESTRINGIA 'MORNING LIGHr / NCN STRELITZIA REGINAE/ BIRD OF PARADISE FESCUE 'MARATHON II'/ TURF HYDROSEED MIX, 1 GAL. / 30" O.C. 1 GAL./ 48" O,C. 5 GAL./ 48' O.C. 5 GAL./ 48' O.C. FLA TS I 1 O" O.C. 1 GAL. / 36' O.C. FLATS/ 12" O.C. 5 GAL. I 36" DC. 5 GAL. / 48" O.C. SOD BROMUS HORDEACEUS / BLANDO BROME TRIFOLIUM HIRTUM 'HYKON' / HYKON ROSE CLOVER VULPIA MYUROS 'HIRSUTA' / ZORRO ANNUAL FESCUE 355 76 525 PER PLAN C,D C,D C,D C,D F ~D PER PLAN 146 467 SF 9,485 4,705 F C,D C,D TOTAL SHRUB COUNT TOTAL 5 GAL. SHRUBS (50% OF TOTAL) SEED PER ACRE 24 LBS. 10 LBS. 6 LBS. 40 LBS. FOR COMPLETE PLANTING LEGEND, SEE SHEET L5.2 (18). FOR PLANTING DETAILS AND NOTES, SEE SHEET L6.1 (23)-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 LANDSCAP E ARCHITECTS 755 Raintree Drive, Siite DJ Carlsbad, CA 92009 Tel 760 438 1002 Fax 760 438 1155 WNW.ridgele.,ccrn "AS-BUILr LA. 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. 6/'l2/07 RS REVISED PLANTING @SEGMENTAL RETAINING WALL 8/1/07 RS ADDED LANDSCAPE @ NW ENTRY/ REVISED PAVING DATE BY DESCRIPTION REVISIONS APP1D CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE PLANTING PLAN THE TOWERS BRESSI RANCH LOTS 24-28 APPROVED ~ PLANNING DATE OWN BY_~LA~-- CHKD 8Y_.;..;R;;cS __ RELD BY PROac:T NO. PIP0S-24 11 DRA-N<L I 442-2L L5.4 I 102907 I r \ \ z Z ./ .. ,· ' l <r~ PROPER'TY LINE/ RIGHT-OF-WAY LINE, TYPiCAL \ KEYMAP NOTTO SCALE EXIST1NG SLOPE GROUNDC.OVER PLANTING UTILITY SCREENING NOTE: CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WDRK TO REVIEW ACTUAL UTILITY LOCATIONS ON SITE SO THAT LANDSCAPE ARCHITECT CAN PROVIDE PLANTING REVISIONS AS NECESSARY TO FULLY SCREEN ALL UTILITIES FROM VIEW. 0 10 20 40 60 SCALE AND NORTH (£) LO ..J x,J',lo/1 tu UJ I en UJ UJ en UJ z ..J I X/Y >C~ l) ~ Wx'M<o<::,: PLANT LEGEND MINIMUM APPROX. SYMBOL BOTANICAL/ COMMON NAME SIZE I SPACING QTY. DETAIL COMMENTS TREES: • . ,. • ◊ □ SYMBOL BLACKWOOD ACACIA POPULUS NIGRA 'ITALICA' I LOMBARDY POPLAR PYRUS CALLERYANA 'CHANTICLEER' I CHANTICLEER PEAR QUERCUS ILEX I HOLLY OAK BOTANICAL I COMMON NAME 24' BOX STD. 24' BOX STD. • '24' BOX 15 GAL. STD. 24" BOX COLUMNAR 24' BOX STD. 15 GAL STD. 24' BOX STD. SIZE/ SPACING SHRUBS, GROUNDCOVERS AND VINES 0 ~ 0 © .. Lill E22l 0 0 0 0 Ell 0 ® 0 mm e ~ . (o 0 1111 BACCHARIS 'THOMPSON'/ COYOTE BRUSH BOUGAINVILLEA 'TEMPLE FIRE'/ SHRUBBY BOUGAINVILLEA CAREX BUCHANANII / LEATHER LEAF SEDGE 5 GAL 136" 0 C. 5 GAL. I 18" O.C. 1 GAL 124" O.C. CARISSA M 'GREEN CARPET' I 1 GAL I 42" O.C. PROSTRATE NATAL PLUM CEANOTHUS G. H. 'YANKEE POINT' I 5 GAL./ 3' O.C CALIFORNIA LILAC DIETES BICOLOR / FORTNIGHT LILY DISTICTIS BUCCINATORIA/ BLOOD RED TRUMPET VINE FESTUCA RUBRA RED FESCUE (UN MOWN) 'NO MOW' FINE FESCUE FESCUE (UNMOWN) FICUS REPENS I CREEPING FIG GALVEZIA SPEC. 'FIRECRACKER'/ ISLAND BUSH SANPDRAGON HEMEROCALLIS HYBRID/ DAYLILY LANTANA MONTEVIDENSIS / PURPLE LANTANA LIGUSTRUM J. 'TEXANUM' I TEXAS PRIVET MYOPORUM X 'SOUTH COAST' I NCN MUHLENBERGIA 'REGAL MIST' I NCN NASSELLA TENU ISSIMA / MEXICAN FEATHER GRASS PENNISETUM S. 'RUBRUM' / PURPLE FOUNTAIN GRASS RHAMNUS C. 'MOUND SAN BRUNO'/ COMPACT COFFEEBERRY RHAPHIOLEPIS I. 'ENCHANTRESS'/ INDIA HAWTHORN ROSMARIN US 0. 'PROSTRA TUS' I TRAILING ROSEMARY SALVIA LEUCANTHA / MEXICAN SAGE SENECIO SERPENS I NCN WESTRINGIA 'MORNING LIGHT' I NCN STRELITZIA REGINAE I BIRD OF PARADISE FESCUE 'MARATHON II' I TURF HYDROSEED MIX 5 GAL./ 30" O.C. 15 GAL/ PER PLAN SEED SOD 1 GAL/ PER PLAN 1 GAL / 30" O.C. 1 GAL/ 24" O.C. 1 GAL / 36' O.C. 5 GAL / 30' O.C. FLATS / 24' O.C. 5 GAL / 36' O.C. 1 GAL/ 30' O.C. 1 GAL/ 48" O.C. 5 GAL I 48" O.C. 5 GAL I 48" O.C. FLA TS I 1 0" O.C. 1 GAL / 36" O.C. FLATS/ 12' O.C. 5 GAL. / 36" O.C. 5 GAL / 48' O.C. SOD BROMUS HORDEACEUS I BLANDO BROME TRIFOLIUM HIRTUM 'HYKON' / HYKON ROSE CLOVER VULPIA MYUROS 'HIRSUTA' / ZORRO ANNUAL FESCUE 72 57 ~ 20 ~ 81 27 ~ QTY ~ 230 200 515 466 ~ 8 4,424 SF 2,549 SF 19 1,612 723 381 2 PER PLAN ~ 355 76 ~ 525 PER PLAN ~ PER PLAN 146 ~ 467 SF A,B B'H X 3W X 1-1/2" CAL A B'H X 3W X 1-314' CAL. A,B 10'H X 4W X 1-1/2" CAL A,B 8'H X 2'W X 1-1/4" CAL A, B 12'H X 3W X 2' CAL. A 9'H X 3'W X 1-1/2" CAL A 7'H X 2'W X 1' CAL A,B B'H X 3W X 1-1/2' CAL DETAIL C,D C, D C,D C D C,D E E C,D C C,D C,D F C,D C,D C,D C,D C,D F D F C, D C, D TOTAL SHRUB COUNT TOTAL 5 GAL SHRUBS (50% OF TOTAL) SEED PER ACRE FOR COMPLETE PLANTING LEGEND, SEE SHEET L5.2 (18). FOR PLANTING DETAILS AND NOTES, SEE SHEET L6.1 (23). 24 LBS. 10 LBS. 6 LBS. 40 LBS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (24-27). "AS-BUILr DATE R I D G E L.A. EXP. LAN DSCAPE ARCHITECTS REVIEWED BY: 755 Raintree Drive, Sli'.e 300 Car1!.bacl, CA 92009 Tel 760 4381002 Fax 7604381155 W'K#.lidgela.com INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER. ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 8/1/07 RS ADDED LANDSCAPE@ NW ENTRY/ REVISED PAVING CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE PLANTING PLAN THE TOWERS BRESSI RANCH LOTS 24-28 I APPROVED / 1-----4--4----------'-,,-----I t1..i ~ 4~ t.tloit f---+--+-----------------t----i ~LANNING DATE DATE BY ~====;=;=====;,:=====,;========i DWN BY-~~~s--1 ,., ~ mcT NO. II CHKD n____ PIP05-24 FIELD IY DESCRIPTION APP'D REVISIONS --NO. 442-2L L5.5 102907 ID KEYMAP WORK TO OR TO BEGINNING ARCHITECT PRI ARCHITECT CAN VIEW. UTILITY sc~~E~~~~~~~;AC~l~N~ ~~~;Tct;~ ~F~TL~~~f~EALL UTILITIES FROM CONTRACT UAL UTILITY LOCA AS NECESSARY T REVIEW ACT NG REVISIONS PROVIDE PLANT! 0 10 20 60 SCALE AND NORTH -- L.A. / ----+--- REVIEWED BY: INSPECTOR EXP. --------- I i DATE DATE BY DATE PLANT LEGEND NAME BOTANICAL I COMMON SYMBOL TREES: • • • ◊ □ XYLON I ACACIA ~~ACIA BLACKW . • CAMPHORA I CINNAMORM.::EE CAMPHO LOPHOSTEMON CONFERTA I BRISBANE BOX RA 'ITALICA' I POPULUS Nl~PLAR LOMBARDY CLEER' I YRUS CALLERY ANA 'CHANT! 6HANTICLEER PEAR QUERCUS ILEX I HOLLY OAK BOTAN ICAL / COM SYMBOL SAND VINES -·•-.o '''0UNDCOVER SHRUBS, GR HOMPSON' I MON NAME 0 BACCHARIS T COYOTE BRUSH ' 'TEMPLE FIRE I ~ BOUGAINVILL~NVILLEA ~ SHRUBBY BO 0 © .. [2J E2] ANANII I CAREX BUC~ SEDGE LEATHER L ' REEN CARPEr I CARISSA M. ~ATAL PLUM PROSTRATE KEE POINT' I NOTHUS G. H. 'YAN ~IFORNIA LILAC DIETES Bl OOLDR I FORTNIGHT LILY NATORIA / DISTICTIS BUC~~l'ET VINE BLOODREDT FESTUCA ~~~OWN) RED FESC MOW FINE FESCUE ~~CUE (UNMOWN) MINIMUM SIZE / SPACING 24' BOX STD. 24" BOX STD. 24' BOX 15GAL. STD. 24' BOX COLUMNAR 24' BOX STD. 15GAL. STD. 24' BOX STD SIZE / SPACING 5 GAL. / 36' O.C. 5 GAL.118' O.C. 1 GAL./ 24" O.C. 1 GAL. / 42' O,C, 5 GAL. / 3' O.C. GAL / 30' O,C. 5 . 15 GAL. I PER PLAN SEED SOD APPROX. QTY. 72 57 41 20 74 81 27 42 QTY 477 230 200 515 466 1,221 8 DETAIL A,B A A,B A,B A ,B A A A,B DETAIL C,D C,D C,D C D C,D E 4,424SF - 2,549SF - COMMENTS 1/2• CAL B'H X 3WX 1- 8'H X 3W X 1-3/4 • CAL. X 1-1/2' CAL. 10'HX4WX 1-1/4' CAL . 8'H X 2W 12'H X 3W X 2' CAL. 'H X 3W X 1-112" CAL. 9 2WX1'CAL. 7'H X 112• CAL. 8'H X 3W X 1- 1 GAL . I PER PLAN FICUS REPENS I 895 REEPING FIG 1 GAL . / 30' O.C. C ' ECRACKER' / GALVEZIA SPE;~~GON 18 E C,D 0 0 0 0 Ell 0 ® 0 ISLAND BUSH HYBRID / HEMEROCALLIS DAYLILY TEVIDENSIS / LANTANA MONANA PURPLE LANT LIGUSTRUM J. TEXANUM'/ TEXAS PRIVET MYOPO RUM X 'SOUTH COAST' I NCN MUHLENBERGIA 'REGAL M Isr I NCN NUISSIMA / NASSELLA ~THER GRASS MEXICAN AL / 24' O.C. 1 G · 136' o.c. 1 GAL. AL I 30" O,C, 5G · FLATS 124' O.C. 5 GAL, I 36' O.C. GAL / 30' o.c. 1 . S 'RUBRUM'I PENNISETUMNT.AIN GRASS C E FOU SGAL.148' 0. · PURPL BRUNO'/ C 'MOUNDSAN RHAMNUS OFFEEBERRY GAL I 48' O.C, GAL 148' O.C. 1 . COMPACT C SS' I 5 . 'ENCHANTRE RHAPHIOLEPIS IN INDIA HAWTHOR TUS' / O 'PROSTRA ~ ~~rI:;~~1EMARY FLATS 110' O.C. e UCANTHA I SALVIA LE GE MEXICAN SA SENECIOS ~ NCN ERPENS / G) WESTRINGIA 'MORNING LIGH'r I NCN TRELITZIA REGINAE I S OF PARADISE BIRD THON II'/ FESCUE 'MARA ~ TURF 1 GAL, / 36' O,C, FLATS 112' O.C. AL I 36' O,C, 5G · AL /48' OC. 5G · SOD 1,592 666 357 PER PLAN 472 355 76 621 525 PER PLAN 287 PER PLAN 146 85 467 SF 9,192 4,588 C C,D C,D F C,D C,D C,D C,D C,D F D F C,D C,D BOOUNT TOTALSHRU SHRUBS TOTALS GAL . (50% OF TOTAL) SEED PER ACRE MIX BROME VER 10 LBS, oMf=-=:-:::;:~-72~4LB~s;:· ~~:~!E~RDE~~~~~~ON ,:iN~~~~SCUE :oL~ TRIFOUUM Hl~~'HIRSUTA' /ZORRO ING AND =~=• LANT APPROVED FO~:CLUDING PRECISE IRRIGATION ON~:•PLANTING AREAS. LOCATION ...., 11• ;;•: DESCRIPTION APP'D REVISIONS CITY OF ~~~MENT · fiiiiii'l J PLANNING N ~. LANTING PLA LANDSCAPE p RS THE TOifiOTS 24-28 BRESSIRANC APPROVEr E:11-u ff...i. _ <=?-ICl. I;. c;l(, PLANNING LA I f'IIO.cT NO. OWN BY RS PIP05-24 CHkD BY rJELD BY 11 DATE --NO. I 442-2L LS.6 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.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. 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 ~HAVE SAMPLES TESTED BY SOIL AND PLANT LAB, (714) 558-13333, 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 ANO/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 ~ROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING STANDARDS: A. STANDARD #1 -REINFORCED STRAW MAT & GROUNDCOVER GROUNDCOVER SHALL BE AS LISTED BELOW FOR STANDARD #2. B. C. 0. TYPE OF REINFORCED STRAW MAT SHALL BE APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER STANDARD #2 -GROUNOCOVER 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 ANO SPACED AT 12" O.C. MAXIMUM, OR AS REQUIRED TO PROVIDE FULL COVERAGE WITHIN (1) YEAR). STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-314" LINERS) SHALL COVER A MINIMUM OF 70% OF THE SLOPE FACE (AT MATURE SIZE). STANDARD #4 -TREES ANO I OR LARGE SHRUBS TREES AND I 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 ANO 4' OR GREATER IN HEIGHT REQUIRE STANDARDS #1 AND#2. • ALL SLOPES 6:1 OR STEEPER ANO 3' OR LESS IN VERTICAL HEIGHT ANO ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARDS #1 ANO #2. • ALL SLOPES 6:1 OR STEEPER ANO 4' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2 AND #3. • ALL SLOPES 6:1 OR STEEPER ANO 8' OR GREATER IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3AND #4. F 1---0) ~ ~~~~tfH.-.--4 6 . ------ 2 X DIA. 7 OF ROOTBALL 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. 5. 6. 7. 8. 9. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. FERTILIZING TABLETS PER SPECIFICATIONS ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. EXISTING SOIL "CROWN" OF PLANT -MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL 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 (ANO EPOXY-TIES), AS NECESSARY, TO DIRECT GROWTH. AFTER VINE IS ADEQUATELY SECURED, REMOVE NURSERY STAKE. NOT TO SCAL.E LEauAL L ,, 71 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 0 © <J) 1 D 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. 0 I mEQUAL 3. CURB 4. SPRINKLER HEAD -LOCATE BETWEEN PARKING STALLS WHENEVER POSSIBLE - MAX. 6" POP-UP WHEN LOCATED IN VEHICLE OVERHANG ZONE 5. VEHICLE 6. 112 SPACING FOR SPECIFIED PLANT MATERIAL PLANTING ADJACENT TO PARKING • • PLAN VIEW NOT TO SCAL.E • N.T.S. ROOTBALL - 2XOIA. ~ --1-----------f 7 OF ROOTBALL 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. ®-: J I ..., I ~EE SPEC~ 7 1 2X DIA.1 OF ROOTBALL NOTE: MAINTAIN TURF 6" CLEAR FROM TREE TRUNK. ~ 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 ANO CROWN OF TREE. SEE SPECIFICATIONS. 3. WATERING BASIN, 3" MINIMUM DEPTH. REMOVE BASIN IN LAWN AREAS ANO AS DIRECTED BY LANDSCAPE ARCHITECT. 4. FINISHED GRADE 5. AMENDED BACKFILL. SEE SPECIFICATIONS FOR MIX ANO PIT SIZE. 6. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL. 8. SCARIFY SIDES ANO BOTTOM OF PLANTING PIT. 9. ARBOR-GARD TRUNK PROTECTOR FOR USE IN TURF AREAS. 10. SET TOP OF ROOTBALL 3" ABOVE SURROUNDING GRADE ANO SLOPE FOR DRAINAGE. 11. INSTALL #UB24-2 ROOT BARRIER, AS MANUFAC- TURED BY DEEP ROOT, (800) 458-7668, AT ALL TREES WITHIN 5' OF HAROSCAPE, OR AS SHOWN ON PLANTING PLAN, MINIMUM 10' LENGTH, INSTALLED AT EDGE OF ADJACENT HAROSCAPE. 12. ADJACENT HAROSCAPE (WHERE OCCURS) SHRUB PLANTING NOT TO SCAL.E A TREE PLANTING -24" BOX & SMALLER NOT TO SCALE 2 X DIA. OF ROOTBALL LEGEND 1. 2. 3. 4. 5. 6. 7. 8. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT PERMANENT WATERING BASIN -MIN. 6" DEPTH EXISTING SLOPE AMENDED BACKFILL MIX-SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING FERTILIZING TABLETS PER SPECIFICATIONS ROOTBALL OF PLANT -MUST NOT BE ROOTBOUNO. LOOSEN ANY TIGHT-PACKED ROOTS. EXISTING SOIL "CROWN" OF PLANT-MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. • c:, .I ..., l,SEE SPEC.~ 1 2X DIA. 'I OF ROOTBALL PREVAILING W1ND > ~ 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 ANO CROWN OF TREE. SEE SPECIFICATIONS. 3. WATER BASIN, 3" MIN. DEPTH AFTER WATERING BY HOSE. REMOVE BASIN IN LAWN AREAS ANO AS DIRECTED BY LANDSCAPE ARCHITECT. 4. EXISTING SLOPE 5. AMENDED BACKFILL. SEE SPECIFICATIONS FOR MIX ANO PIT SIZE. 6. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL 8. SCARIFY SIDES ANO BOTTOM OF PLANTING PIT. 9. SET TOP OF ROOTBALL 3" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. SHRUB PLANTING ON SLOPE NOT TO SCALE B TREE PLANTING ON SLOPE NOT TO SCALE FOR LANDSCAPE PLANTING PLANS, SEE SHEETS L5.1 -L5.6 (17 -22). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (24 -27). R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suite :300 Car191lad, CA 92009 Tel 760 438 1002 Fax 7604381155 ww..rillgela.ccm L.A. REVIEWED BY: INSPECTOR •AS-BUILr DATE EXP. DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR ANO 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 DETAILS & NOTES THE TOWERS BRESSI RANCH LOTS 24-28 APPROVED{ ,,--1 ✓ 6-- PLANNING OWN BY RS CHKD BY RS FIELD BY ~icn-= PROJECT NO. PIP05-24 DRAWING NO. 442-2L 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. Par\ 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 sotisfoctory to the Owner. B. The work shall include oil materials, labor, services, transportation, and equipment necessary to 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 pion 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 ovoid conflicts between irrigation systems, planting, and architectural features. B. 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 on item is shown an 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 pion 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 hove 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 Irrigation Contractor shall assume 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 fomilior 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. B. Manufacturer's directions and detailed drawings shall be followed in all coses 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 and 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 moteriols,workmanshlp, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulotions, the provisions of these specifications end 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 end fees, give requlred 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 port of this contract. 2. Show manufacturer's name end 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 an 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 performcmce 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 tonks, and other utilities as ore commonly encountered underground and he shall toke 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 port of the work and shall provide safe access for such visits. B. 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, Owner1 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 pressure, which ever is greater.) 3. Coverage test of irrigation system 4. Final inspection prior to start of maintenance period 5. Final acceptance D. Sile 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 foils testing and Is not accepted will be retested. Hourly rates and expenses of the Architect, Owner's authorized representative, ond 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 ta protect irrigation system materials before, during, and ofter 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 acceptonce of the Landscape Architect and Owner and at no additional cost to the Owner. B. Exercise core in handling, cover until ready to install. to ollow the pipe to lay flat 1.08 CLEANUP AND DISPOSAL loading, unloading, and storing plastic pipe and fittings under Transport plastic pipe only on a vehicle with a bed long enough to ovoid undue bending and concentrated e,ternol load. A. Dispose of waste, trash, ond debris in accordance with oppllcable lows and ordinances and as prescribed by authorities having jurisdiction. Bury no such waste materiel end 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. B. 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 o legal disposal area. 1.09 TURNOVER ITEMS A. Record Drow in gs: 1. Record accurately on one set of contract drawings oil 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 ta 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. Dato on record drawings shall be recorded an 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, bockfiow preventors, master control valves, etc.) b. Routing of sprinkler pressure lines (dimensions shown at o 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 enlarged to a 4. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being o minimum 20 mils In thickness. C. Operation and Maintenance Manuals: 1. Two individually bound copies of operation and maintenance manuals shall be delivered to the Architect or Owner's authorized representative at least 10 calendar days prior to final inspection. The manuals shall describe the material installed and the proper operation of the system. 2. Each complete, bound manual shall include the following information: o. 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 oil equipment. d. Two quick coupler keys with o 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 far operating butterfly valves (if used). g. Si• extra sprinkler heads of each size and type. 2. The above equipment shall be turned over to Dwner'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 o list of items to be completed by the Contractor. At the time of the post-mcintenance 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. B. The Owner's authorized representative shall hove final authority on all portions of the work. C. After the system hos 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 oil 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 de~ 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 al the Contractor's expense. Any and all damages to existing Improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfaction of the owner by the Contractor, all ot no additional cost to the Owner. B. 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 hos 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 dote 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 ofter 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 SUMM Al<Y 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 s~oll be Class 200 PVC. Non-pressure lines 1" and larger to conform ta ASTM D2241. D. 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 equcl. 2.03 METAL PIPE AND FITTNGS A. Bross pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. B. Fittings shall be medium brass, screwed 125-pound class. C. Copper pipe ond fittings shall be Type "K" sweat soldered. designation, and dote 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, Notional Sanitation Foundation approval, Commercial Standards designation, and dote 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" b~acketed type. Threaded plastic fittings shall be injection molded. All tees and ells 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 ASTM D2564 and ASTM 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. B. The basket strainer unit shall be installed in accordance with the requirements set forth by local codes. 2.06 VALVES A. Gate Valves: 1. Gale valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Gale vclve shall have threaded ASTM B-62 bronze body, bonnet and wedge, silicon bronze stem, and malleable iron hondwheel. 3. All Gate valves shall have a minimum working pressure of not less than 150 psi and shall conform to AWWA standards. B. Quick Coupler Valves: 1. Quick coupler valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Quick coupler vclves shall be brass with a wall thickness guaranteed to withstand normal working pressure of 150 psi without leakoge. Valves shall ha~• 3/4 female thread~ opening at base, with two-piece body. Valves ta be operated only with o coupler key, designed for that purpose. Coupler key is inserted into valve and a positive, watertight connection shall be mode between the coupler key and valve. Hinge cover shall be the locking type constructed of brass with a rubber-like vinyl caver. Vinyl quick coupler cover lo 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 shell 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 hove 18-8 stainless steel springs and vclve stems with Buna-N seals. 3. Anti-drain vclves will have threaded connections the size of the riser or pipe they ore 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 o durable, Weather-resistant plastic material resistant to sunlight and chemical action of soils. B. The valve box cover shall 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 "heat branded" onto the cover in 2 inch high letters/numbers. F. Gate valve and quick coupler valve boxes shall be 10" circular size. Valve box covers shall be marked with either "GI/" or "QCV" "heat branded" onto the cover in 2 inch high letters/numbers. 2.06 AUTOMATIC CONTROLLER A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. B. Automatic controller enclosures 5hall be of the manufacturer, size, and type indicated on the drawings. Enclosure shall be vandal-resistant, ventilated and waterproof. 2.D9 ELECTRICAL A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. B. All electrical work shall conform ta local codes and ordinances. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. c. Spore ports lists and related manufacturer,.in~to;r;m;:ot:;i;o;n.f~o;r.□;l~I ~e:q~u~ip~m,::e:;n~t·--""l"---------------------"!"'-------------------,,---------------------------t'l!~~~~!!!!!!!!!!~~~~~~~~~~:7~!!!!!!!!!!~~~!;~ I SH2E4ET 11 CITY OF CARLSBAD I ~2ETS7 '1• D. Equipment: 1. Supply as o port of this contract the following items: 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 far manual operation of control valves. c. Two keys for each automatic controller. R I D G E LANDSCAPE ARCHITECTS 755 R8intree Drive, Sule 300 Cerlsbad, CA 92009 Tel 760 438 1002 Fax 760 4381155 www.ridgefe-<Xlm ·As-BUILr L.A. E)(P. 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 . PLANNING DEPARTMENT . ~ LANDSCAPE SPECIFICATIONS THE TOWERS BRESSI RANCH LOTS 24-28 APPROVED l"Z...fv{ 6r-~\LJt- PLANNING DATE DWN BY ____ _ CHKD BY __ R_S __ _ PROJECT NO. PIP0S-24 DRAWINlil NO. 442-2L rtELD BY L7.1 SECTION 02811 LANDSCAPE IRRIGATION (cont'd) 2.10 LOW VOLTAGE CONTROL ~RING A. Remote control wire shall be direct-burial AWG-UF t}'Pe, size as indicated on the drawings, and in no case smaller than 14 gouge. B. Connections shall be either epoxy-sealed packet t,Pe or Penn-Tite connectors. C. Ground wires shall be white in color. Control wires shall be red (where two or more controllers ore used, the control wires shall be o different color for each controller. These colors shall be noted on the "Record Drawings" plans located on controller door). D. Provide a 24• 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. 8. 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 hove o color coded purple cap with reclaimed water warnings embossed on the top surface. Riser heads sha_ll 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 hove the international symbol for "Do Not Drink". All reclaimed water warnings shall be as required by the local water utility. 2.12 MISCELLANEOUS EQUIPMENT Rain sensor shall be of the manufacturer, size, and t}'Pe indicated on the drawings. Port Ill 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 nat proceed with installation in areas of discrepancy until all discrepancies hove 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 core In excavating and working near existing utilities. Contractor shall be responsible for damages to utilities which ore caused by his operations or neglect. E. Diagrammatic Intent: The drawings are essentially dlogrammotic. The size and location of equipment and fixtures are drown to scale where possible. Provide offsets in piping and changes in equipment locations os 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 mode 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 ot 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 os noted. Where lines occur under paved area, these dimensions shall be considered below subgrode. B. Provide minimum cover of 1B 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 lines. E. Pipes installed in a common trench shall hove 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. Bockfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. C. Flooding in lieu of temping is not allowed. D. Under na 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. 8. Cutting ar 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 e)(cess 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 Teflon tape. K. For plastic-to-metal connections, work the metal connections first. Use o 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 hove o Leemco joint restraint system installed an 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. 8. 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 of the design area or in accordance with the irrigation schedule provided. minimal use 3.06 CONTROL WIRING A. Low voltage control w,nng shall occupy \he 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 toped together in a bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape ot intervals of 20 feet. C. All connections shall be of an approved type and shall occur in a valve box. Provide an 18 Inch servlce loop at each connection. D. An expansion loop of 12 inches shall be provided ct 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, gote valves, and boll valves ore to be installed in the approximate locations Indicated on the drawings. 8. Valve shall be installed in shrub oreos 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 ond 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 \he 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. B. 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 port of the irrigation head, anti-drain valves will be installed under every head. The anti-droln valve will be the same diameter as the riser and be integral to the riser assembly. D. Install rain sensors os 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 ofter flushing the system hos 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 lo be adjusted so that the sprinkler heads operate at the pressure recommended by the mcmufacturer. 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). 8. Do not allow or cause any of the work of this section to 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, o 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 mode 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 SECTION 02950 LANDSCAPE PLANTING Port 1 GENERAL 1.01 WORK INCLUDED A. Soil Preparation. B. Planting. C. Stoking. D. Sodding. E. Clean up. 1. 02 RELATED WORK A. Landscape Irrigation System. 1.03 QUALITY ASSURANCE A. Source Quality: 1. Submit documentation ot 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 al growth and upon delivery, for confornnity to specifications. Inspection, approval and rejection can also toke 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 togging , 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 boll ar 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 ore suitable in accordance with locally accepted practice. 8. 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 toke 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 hove soil tested for agricultural suitability as described In planting notes. C. Provide 1 cubfc 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 ofter 90 day maintenance agreement expiration. Port 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 hod 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 illustrating 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 ct 25 degrees C. as determined by saturation extract method. 4. Iron Content: Minimum 0.0B 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 elem en to I. 3. Calcium Carbonate: 95 percent lime as derived from oyster shells. 4. G,Psum: Agricultural grade product containing 9B 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-potosh. 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-potosh, 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-nltrogen, 20-phosphorlc acid, 0-potash. 4. Pre-Sod fertilizer: Provide \}'Pe 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 slit 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-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. jSHEEi7 ~ CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE SPECIFICATIONS l8HEETil LE._J R I D G E LANDSCAPE ARCHITECTS 7.55 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 43B 1002 Fax 760 4381155 www.ridgela.oom DATE L.A. E~P. REVIEWED BY, INSPECTOR DATE THE TOWERS BRESSI RANCH LOTS 24-28 I---+--+------------+-----, 16/. }~ 4{, ~:&-~ -l~·Ot, I APPROVED/ 1-----l----1-------------------+------I ~P~LAJN~N~~~c}'---"'---==="--------DATE ;::::========,;======,;======== PAOJ&CT NO. DRAWING NO. PIP05-24 442-2L DATE BY DESCRIPTION APP'O DWN BY-~-,--- CHKD 9y __ R_S __ _ REVISIONS FIELD BY L7.2 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 hove 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 removal of earth from the roots of not less than two plants, or more than 2 percent of the total number of plants of eoch species or variety. Where container grown plants are from several sources, roots of not less than two plants of each species or variety from each source will be inspected. In the event that the sample plants inspected ore 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 cast ta the Owner. 2. Size of plants will correspond with that normally expected for species and variety of commercially available nursery stack 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 boll of earth or spread of roots far 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 to 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 ta 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 are good examples of the species. Trees with gashes, mishappen trunks or branches, tapped leaders, structural defects, badly crossed branches, or other visual defects will nat 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. Hydroseedlng 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 remafns suspended in agitoted water. Provide with o 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 10Dgrams of fiber) 1150 minimum. I. Hydraseeding Additive (Binder): Provide Ecology Control-M-Binder organic seeding additive. J. Guying and Staking Materials: 1. Wood Tree Stakes: Lodge pale pine, full treated with Coppernaphthanate Wood Preservative in strict accordance with FS TT-W-572 Type I, Composition B,2 inch minimal normal size diameter by 1 0 feet long, no split stakes. 2. Ties: Provide 36 inch corded rubber tie as manufactured by Gro-Stralt Products, wire and hose tie by Nunes Turfgrass, or other approved. Provide rigid tie stock No. LP, size corresponding to tree bO)c 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 Campany, 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 Paint, 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 10D percent passes 1 inch sieve, 80 to 10D 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 sail-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 headerboards. Make splices with 1 Inch by 4 Inch pieces na less than 12 inches long. Place 1 inch by 3 inch by 16 inch stokes at intervals of not more than 5 feet. Cut stakes level and set below tap of headerboards. 2. On sharp turns and curves, four 1 /2 inch by 4 Inch lamlnated 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 far 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: UB24-2 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 for shaping all planting areas as indicated on drawings or as required. B. Inspect trees. shrubs and liner stock plant 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 PREPARATION A. Soll Preparation: 1. After proper finished grades have been verified or established, cross-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 fallowing is for bid purposes only. Uniformly spread and cultivate amendments thoroughly by means of mechanical tiller into top 6 inches of soil. Application rates per 1,000 square feet: Nitrogen stabilized organic amendment = 6 cubic yards 16-6-8 Commercial Fertilizer = 15 lbs. Agricultural gypsum ~ 200 lbs. Soil sulphur = 15 lbs. 2. At time al planting, ensure that top 2 inches of all areas ta 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 materiols which would cause hindrance to planting or maintenance. 8. Final Grades: Make minor modifications to grade os 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 dra~ings or required by Architect. Eliminate erasion 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. B. 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 rail 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. D. Make check slots before the matting is rolled out: 1. For drainage channel installation, dig a narrow trench, B inches wide by 8 inches deep, minimum, perpendicular to the direction of flow. Fold jute, the same width cs 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 flaw in channel bottoms shall be stapled at 2 inch intervals. Outside edges, centers and overlaps on 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. Top dress jute area with o thin layer of topsoil. After the top 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 cover all slope areas as indicated on plans. Overlaps must be ample and well stapled. Lay matting smoothly, loosely and In continuous contact with the soil surface at all points. 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 soil over entire areas to be planted. 3. After irrigation weed germination. required. system is operational, apply water for 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. Goin 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 stokes 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 for 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 pl on ting 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. Cy\ 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. B. 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 ports 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 far 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 boll. 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-gollon 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 6 tablets per 48 inch and larger boxes Set planting tablets with each plant on lop 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. 14. Limit pruning to minimum necessary. not be done prior to delivery of plants. paint. firm. Construct an earthen basin around each depth sufficient to hold at least 2 inches of water. Remove basin in all turf areas after initial watering. 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 for cleaning or replacing stained surfaces. E. Planting Groundcover: 1. Ensure that groundcover remains in the fiats until transplanting. Flats' soil must contain sufficient moisture so it will not fall apart when lifting plants. 2. Plant groundcavers in straight raws 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. Immediately sprinkle after planting until entire area is soaked to full depth of each hole. Protect plants from damage and trampling. F. Hydroseeding: 1. Install large trees and shrubs (5 gallon and larger) if they occur in hydroseeded areas. 2. Install trees and shrubs (1 gallon) and groundcovers from fiats if they occur in hydroseeded areas. 3. Provide seed mixes as shown on plan. 4. Apply hydro-seed by an approved hydro-mulch company. 5. Apply in a farm of slurry consisting of cellulose fiber, seed, chemical additives, commercial fertilizer and water. When hydraulically sprayed on soil, ensure that hydro-mulch forms c blotter like groundcover impregnated uniformly with see~ and :fertilizer and allows the absorption of moisture and rainfall to percola1te to the underlying soil. 6. Prepare the slurry at the site by first adding woter to the tank when \he engine is at half throttle. When water level has reached height of agitator shaft, provide full circulation, then odd seed, followed by fertilizer, then mulch. Only add the mulch to the mixture ofter the mulch shall be in. Commence spraying immediately when tank is full. 7. Spray with uniform visible coat by using the green c?lor a~ a gui?e· Apply the. slurry in a sweeping motion, in an arched stream so as to fall like r□m allowing the wood fibers to build an each other until o good coat Is achieved and the material is spread at the required re tes. 8. Remove slurry not used within two hours from the site. 9. FIii out the doily worksheets by the nozzleman, with the following 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 usedl, 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 hydra-mulch, wash excess material from previously planted materials and architectural features. Avoid washing or eroding mulch materials. 12. Ensure that application equipment hos o built-in agitation system and 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 for each 1 DO gallons of water. 13. Slurry distribution lines shall be larg". eno~gh to. prevent s\oppage and shall be equipped with a set of hydraulic spray nozzles which will provide a continuous n?n-flu7tua~1ng 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 sufficen\ proximity of areas to be seeded. 14. Hydraulic equipment used for pesticide app!icotlon_s s_hall consist af a clean 150 gallon capacity fiberglass tank complete with mechanical ag1tot1on. Pump volume ~hall 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 wat~r neces~~ry for even chemical distribution. Spray nozzle must cover 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 soil to a depth of 6 inches, and break up all clods. 2. Carefully smooth all surfaces to be sodded. Roll area to expose soil 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 areo. Rake in lightly. Be sure soil is level and smooth before laying sod. Avoid laying sod on bone dry soil. 4. Lay first strip of sod 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 os in laying sod to fit curves, edges, sprinkler heads. 5. Do no\ lay whole lawn before watering. When a conveniently large ~r~a has ?een_ sodded, water lightly preventing drying. Continue to lay sod, and to water until 1nstallat1on 1s complete. 6. After laying sod, roll lightly ta eliminate. irr~gul_arities a~d to :orm good contact between sod end soil. Avoid heavy roller or excessive 1nit1al watering which may cause roller marks. 7. Water thoroughly the completed lawn surface. Soil should be m<;>istened at_ least 8. Inches deep. Repeat sprinkling ar regular intervals to kee~ sod moist a\ all times until rooted. After sod is established, decrease frequency and increase amount of water per application as necessary. 8. Replace all deod or dying sod with equal material. H. Mulch Cover: Dress all groundcover, perennial and annual beds with 3" layer of mulch, except slopes 3: 1 ar steeper and turf areas. 3.05 CLEAN-UP A. After all planting operations are complete, remove all trash, excess soil, emp\y plant containers and rubbish from the property. Repair seers, ruts and other marks 1n the ground and leave' ground in a neat and orderly condition. B. Leave the site in o broom-clean condition, and wash down all paved areos within the project site. Leave walks In a clean and safe condition. 3.06 OBSERVATION SCHEDULE A. Notify Owner and City Inspector in odvance 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. B. If Owner authorizes a party other than the Landscape Architect to make scheduled inspections, present Landscape Architect wlth evidence of such inspections. C No site visits shall commence without all items noted in previous observation reports either c~mpleted or remedied unless such compliance has been waived by the Owner. Failure to accomplish punchlist tasks or prepare adequately for desired inspections •~~II make the Contractor respcnsrble fer reimbursing the Ow~er at Consultants current _b1ll1~g rate per hour plus transportation costs. No further inspections shall be scheduled until this charge hos been paid and received by the Owner. Part GENERAL 1.01 SECTION INCLUDES SECTION 02970 LANDSCAPE MAINTENANCE A. 90 day maintenance. B. Weeding. C. Fertlllzation. 1.02 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Section 02811 -Landscape Irrigation. B. 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 \he project _at the terrr:inatlon al 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. B. 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. REVISIONS MUST BE APPROVED BV PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT R I D G E L.A. EXP. ,ANDSCAPE ARCHITECTS REVIEWED BY: 755 Raintree Drive, SLite 300 Cartsbad, CA 92009 Tel 760 438 i 002 F8X 760 438 1155 www.ridgela.com INSPECTOR DATE DATE LANDSCAPE SPECIFICATIONS THE TOWERS BRESSI RANCH LOTS 24-28 I APPROVEOt l----+----+--------------+-----1 =--'~""_,~J.~c+---=4,:,_.:_, =f\=(At::c,L....____ le>-ll--'"' lP ~--1--+----------------j----j ~P~LA~N~Nl~N~G===;-;::::=======i"i==D=:A:::T:=E===~ PROJECT NO, DRAWING NO. DATE BY DESCRIPTION REVISIONS PIP05-24 APP'D OWN BY_--:=--- CHKD BY __ R_S __ _ rlELD BY 442-2L L7.3 [ SECTION 02970 LANDSCAPE MAINTENANCE (cont'd.) C. Maintenance period does not start until all elements of construction, planting, end Irrigation for the complete project ore In accordance with the contract documents for this project. D. Request on inspection to begin maintenance period after all planting and related work has been completed in occordance 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 end that all lawn areas show an even, healthy stand of grass seedlings or sod, grass having been mown twice. F. Any day or day!! that there is failure to properly maintain plantings, replace suitable plants, perform weed control or maintain hordscape areas will not be credited cs part of the 90 days maintenance. The project will not be segmented Into maintenance phases. G. Keep paved areas free of silt, dirt, leaves end other planting area debris. areas ct least broom clean through the duration of the maintenance period, often than once per week. 1.05 GUARANTEE AND REPLACEMENT Maintain these cleaning no less A. Guarantee: Guarantee pion! materiel ogoinst ony and ell poor, inadequate or inferior materials and workmanship for one year. Replace plants found to be dead or in poor condition due lo foully 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 acceptobilily of condition. Moke replacements of materials within 15 days ofter condition develops or written notification from Architect hos been sent. Architect has the right lo make emergency repairs without releasing Contractor's guarantee and worronty to Architect. 1.05 INSPECTIONS A. Request normal progress inspection al least 72 hours in advance of an anticipated inspection. Inspections ore cs follows: 1. Immedlotely 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 dote of finol inspection, acquire approved reproducible prints and finolly record from the Job record set, all changes made during construction and deliver them to Architect. 8. Deliver guarantees to Architect. Port 2 PRODUCTS 2.01 MATERIALS A. Ens~re tl'lot ell moterlols conform to other sections of these specifications for planting and irrigation, and as oeceptoble to Architect. 8. Provide montl'lly record of ell herbicides, insecticides and disease control chemicals used on site. Port 3 EXECUTION 3.01 MAINTENANCE A. Weed and cultivate OIi oreos ct Intervals of not more then 10 day!!. 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. ~ointain adequate protection for people and properly, end be financially responsible for domoges and injuries. Notify the Architect immediately should damage occur as a result of maintenance operations end provide repair or remuneration. E. 8et .. een the 15th end 20th calendar day of the maintenance period, reseed or resod ell spots or oreos within the lown where normal turf growth is not evident. 3.02 TREE ANO SHRUB CARE 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 waler wand to break force of water. B. Pruning: 1. Prior to ony pruning, obtain written approval from the Architect to proceed. 2. Trees: o. Propose tree pruning ta 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 patentlol 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 cs 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 end guying: Ensure that slakes and guys remain in piece through acceptance end monitor to prevent girdling of trunks or branches and to prevent rubbing that causes bark wounds. All nursery stokes shell be removed. D. Weed control: Keep oil oreos 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 o reasonable control with approved materiel•. 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 feel 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 oboul 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 end missing plants with plants of a size, condition and variety occeptoble 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 cs frequently as is necessary to maintain healthy growth. C. Trash: Remove as it accumulates, but no less often than weekly. D. Edging end trimming: Edge ground cover lo keep in bounds. E. Replace dead and missing plants ct no additional cost lo the Owner. 3.04 LAWN AND TURF CARE A. Turf must be well-eslobllshed prior lo final occeplonce. 8. Watering: Water lawns ct 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 cl such times of the doy or week as may be requested by the Owner so as not to Impede the Owner's operations. Mawing times moy 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 ofter mowing, and remove legally from site. Use Qf blowing-type equipment in lieu of sweeping or vacuuming is not acceptable. E. Renovating: 1. If required, remove thatch by verticuttlng,preferably in the Fall of the year, but otherwise in the Spring. At this lime, 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 hove 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 occeptable. 3.05 IRRIGATION SYSTEM A. Inspection: Check oil systems for proper operation. Lateral lines must be flushed out after removing the last sprinkler heed or two al each end of the lateral. Adjust heads as necessary for unimpeded coverage and no overspray. B. Controllers: Set end program automatic controllers for seasonal water requirements. Give Owner o key to controllers and instruction an how to turn off system in case of emergency cs specified in other sections of these specifications. C, Repair all damages to irrigation system ot no odditionol cost to the Owner. Moke all repairs within one watering period. END OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. •AS-BUILT' 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 L.A. EiP. LANDSCAPE ARCHITECTS REVIEWED BT, 755 Raintree Drive, SUlte 300 Cartsllaa, CA 92009 Tel 760 4381002 Fax 7604381155 www.ridgela.com INSPECTOR DATE DATE LANDSCAPE SPECIFICATIONS THE TOWERS BRESSI RANCH LOTS 24-28 I APPROVEO. ~---+--+-----------+------1 _ _,__111_....l._::_l.L._§,___. -=~=~=idt::-4-----IP-I\: '¼' ~-+---+----------------+------! S:P:::LA=:N::::Nl=N~G===:::;-;:======:::,.:=:::D::::A:::T:::E ====; DATE BY DESCRIPTION REVISIONS APP'D OWN BY ____ _ CHKD BY _ _cR.=S:.__ __ FIELD BY PROJECT NO. DRAWING NO. PIP05-24 442-2L L?.4 ,.,0 '""'