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HomeMy WebLinkAboutDWG 440-3L; PIP 05-19; BRESSI RANCH LOT 16; 01-19DEPARTMENT OF ENVIRONMENTAL HEAL TH RECYCLED WATER STANDARD PLAN NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. 3 BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5 CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. B. 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. B HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 9:00 PM TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 9:00 P.M. AND 6:00 A.M 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER," COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND i OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17 IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE OTAY WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND I OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW / 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 JACOB AT (619) 995-1107 OR AFTER HOURS CONTACT JIM JACOB AT (619)995-1107 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/ OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE. 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. NOTE: PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE 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 (FUTURE) RECYCLED WATER SYSTEM (PRIVATE) BRESSIRANCH-LOT16 Carlsbad, California INSPECTION PROCEDURES 1. PROJECT LANDSCAPE ARCHITECT CONSTRUCTION INSPECTION SHALL INCLUDE A. LOCATION OF PIPE LINES B. TRENCH DEPTHS C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY) D. PIPE IDENTIFICATION E. POINTS-OF-CONNECTION (POC'S) F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECYCLED WATER (IF RECYCLED WATER IS USED FOR CONSTRUCTION). AN APPROVED LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TESTS, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. B. WARNING SIGNS AND LABELS C. QUICK COUPLING VALVES D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PARTS "A", "B" AND "G" OF THE DISTRICT FINAL INSPECTION. SPECIAL NOTES INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTAL$. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM." A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: (760) 944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 6D2◄6D2 ALL IRRIGATION BACKFLOW PREVENTER$ SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT www.ci.carlsbad.ea.us/pdfdoc.hlml?pid=34□ 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. BY:~ JAMES J. RIDGE, LA R.LA #2B00 PE ARCHITECT FIRM NAME AND ADDRESS: RIDGE LANDSCAPE ARCHITECTS 755 RAINTREE DRIVE, SUITE 300 CARLSBAD, CA 92009 TELEPHONE NUMBERS: (760) 438-1002 / (760) 438-1155 FAX REGISTRATION NUMBER: 2809 EXPIRATION DATE: MAY 31, 2007 DEVELOPER NAME AND ADDRESS: RED TEXAS REALTY, LLC c/o KELLY CAPITAL GROUP, INC. 4350 EXECUTIVE DRIVE, SUITE 301 SHEET INDEX SHEET TITLE SHEET NUMBER RECYCLED WATER/ TITLE SHEET 1 CONSTRUCTION PLANS 2-4 CONSTRUCTION ENLARGEMENTS 5 CONSTRUCTION DETAILS & NOTES 6 IRRIGATION PLANS 7-9 IRRIGATION NOTES & LEGEND 10 IRRIGATION DETAILS 11 PLANTING PLANS 12 -14 PLANTING DETAILS & NOTES 15 LANDSCAPE SPECIFICATIONS 16 -19 SIGNAGE NOTES I. THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZE SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. GUIDELINES FOR RECYCLED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10:0□ PM AND 6:00 AM ONLY WATERING OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIF1CATION 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. II. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS, 1" HIGH, ON A PURPLE BACKGROUND. THE SIGN SHAUL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. " 1 TYPICAL SIGNS BLACK LOGO / PURPLE BACKGROUND /1" BLACK LETTERS (N. T.S.} 7~ WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER S AFTER CONTACTING NOS DESPUES DE USAR In Order to Conserve Weter ... RECYCLED WATER IN USE DO NOT ® NO TOME DRINK EL AGUA WASH HANDS AFTER CONTACTINt:3 LA.VESE SUS MANOS DESc1UES DE USAR 18" X 1B" SIZE CROSSOVERS OF RCW AND PW MAIN -RC LO MAIN TO BE SLEEVED PER NOTE 16 THIS SHEET PALOMAR AIRPORT_ ROAD C\I CROSSOVERS OF RCW AND PW MAIN -RC MAIN TO BE SLEEVED PER NOTE 16 THIS SHEET ... PROJECT MAP NOTTO SCALE TRACT NO. 94-09, UNIT NOS. 2 & 3, MAP NO. 13408 SYMBOL ----PW----- --RW--- .,_,_,.,. RW _,_,_, __ ,_ ALL LANDSCAPED AREAS •$ .. ©--- ;:c "' ),, r- LEGEND DESCRIPTION PROPOSED POTABLE WATER SYSTEM EXISTING RECYCLED WATER SYSTEM PROPOSED IRRIGATION SYSTEM MAINLINE AREA OF RECYCLED WATER USE REC't'CL ED LOCATION OF CONNECTION POINT(S)- METER AND BACKFLOW PREVENTION "DO NOT DRINK" SIGN LOCATIONS LOCA110N Of POTABLE CONt4J;CTiON POINT/5) · METl:'R & &>-CKFWW f'f11:VENTION PROJECT SITE AIRPORT R. D GATEWAY RD VICINITY MAP NOTTO SCALE CROSSOVERS OF RCW AND PW MAIN -RC MAIN TO BE SLEEVED PER NOTE 16 THIS SHEET SAN DIEGO, CA 92121 TELEPHONE NUMBER: (858) 452-650□ 12• X 36" SIZE .032 ALUMINUM, .080 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CARLSBAD MUNICIPAL WATER DISTRICT M'~ /.0V4t no WILLIA74,LUMMER, DISTRICT ENGINEER R.C. E. 28176 COUNTY OF SAN DIEGO .5-Z<,-O{, DATE Departmenl of Environmental Health -Land Use Division GLEN LEEKS DATE Environmental Land Use Specialist Ill 6 R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Carlsbad, CA 92000 Tel 760 438 101l2 Fax 7604381155 www.ndgele.oom •AS-BUILT" DATE L.A. EXP, REVIEWED BY: 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 TITLE SHEET FOR: BRESSI RANCH LOT 16 1-------1-+-----------------+---1 ~I ~""'!P~,~~E□~P~LA~N~N~1N;";:G=·====::::;--;=~[;~A~~~=/=o=b~ OWN BY_~~--PROJECT NO. DRAWINGI NO. DATE BY DESCRIPTION APP'D CHKD Bf __ RS __ _ cc !;: c--c----I!: C LL O'. <( a. LL O'. a. Cf. z <( ENGINEERING PLANCHECKER DATE INSPECTOR DATE REVISIONS PIP 05-19 440-3L ._ __________________ _. ___________________ ..,iL,, _________________________ ... _____________ ._ ___________________ .. __________________ J.. _________ :;::~.::::::;:::, _________ ~;F;IE;L;D;B;Y;;;;;;;;;;;;,;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;J (L LtO _r: I 0 ~ I -0 J> _,_,_ ' ' ------ . \ . I ' ) ' . ' I I 'j : l I utu J,llli l:" _J EB KEYMAP NOTTO SCALE ' \ I \ \ I I \ '1 I \ ' \ PROPERTY BOUNDARY LINE \ \ \ I \ \ \ I \ I \ \ I I \ I I ' I \ ' I , I I ' I ' \ \ \ \ \ I \ ' '. I ' '\ \, \ --AIIRPORTROAD PALOMAA I"\ EXISTING STREET EXISTING SIDEW - ,, '\ ' ' -- PROPERTY BOUNDARY LINE I R.O.W LINE PROPOSED BUILDING 1A1 I I ----r -/-I\. ■ I I I I I T I I I I • i i I I -1---" . I I I I L-----------(s> ' ---(9-----'E--~-~ : '. \ J!. l-----·1 . _ WTR [ASN[NT _' ' ~ 1,, I \• ! --.-i--• • ,-•\• -~--~-~•--.---. •• ••• •• • ••• ••• •• --~----••••• •-•~•-• • •• • •• •• • •"'~ •_,• MATCHLINE -SEE SHEET L 1.3 (4) FOR CONSTRUCTION DETAILS, SEE SHEET L2.2 (6). FOR CONSTRUCTION NOTES, SEE SHEET L2.1 (5). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7 .4 (16-19). SYMBOL LEGEND ------EXPANSION JOINT -I -I -LIMITOFWORK P.A. TURF $CORELi NE JOINT PLANTER AREA TURF AREA CONCEPTUAL BERM TYPICAL MAXIMUM 4:1 -"' ~ N ~ ...J I-w w J: (/) w w (/) w z ::J J: (.) I-<{ :ii: CONSTRUCTION LEGEND G) CT PEDESTRIAN TE PAVING PER DETAIL B, SHEET L2 2 ® CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL B, SHEET L2.2 ~ @ INSTALL EXPANSION JOINT PER DETAIL A, SHEET L2.2 © CONSTRUCT TOOLED CONCRETE CONTROL JOINT PER DETAIL A, SHEET L2.2 ® CONSTRUCT CONCRETE MOW STRIP PER DETAIL D, SHEET L2 2 © CONSTRUCT H.C. RAMP PER DETAIL E, SHEET L2.2 0 8 CONSTRUCT 12" MAINTENANCE STRIP PER DETAIL G, SHEET L2.2 © CONSTRUCT CONCRETE BAND PER DETAIL C, SHEET L2.2 CONSTRUCT BIKE RACK PER DETAIL I, SHEET L2.2. INSTALL TABLE AND CHAIRS PER MANUF TURER'S SPECIFICATIONS INSTALL HANDRAIL PER ETAIL H, SHEET L2.2 1 CONTROL JOINT PER DETAIL A, SHEET L2,2 THE FOLLOWING ITEMS FOR REFERENCE ONLY @ CONCRETE CURB PER CIVIL ENGINEER'S SHEETS @ PARKING LOT STRIPING PER ARCHITECT'S SHEETS @ ASPHALT PAVING PER CIVIL ENGINEER'S SHEETS @ O" CURB AT HC PARKING PER CIVIL ENGINEER'S SHEETS © H.C. STRIPING AND PATHWAY ® PARKING LIGHT PER LIGHTING ENGINEER'S SHEETS @ TRASH ENCLOSURE PER ARCHITECT'S SHEETS @ CATCH BASIN PER CIVIL ENGINEER'S SHEETS 0 TRANSFORMER PER ELECTRICAL ENGINEER'S SHEETS 0 FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS ® DASHED LINE INDICATES EMERGENCY VEHICLE ACCESS LIMITS © SIGNAGE PER ARCHITECT'S SHEETS @ MECHANICAL BUILDING PER ARCHITECT'S SHEETS @ MONUMENT SIGNAGE PER ARCHITECT'S SHEETS @ FDC I DOC PER CIVIL ENGINEER'S SHEETS 0 LIGHT BOLLARD PER ARCHITECT'S SHEETS COLOR AND FINISH SCHEDULE SYMBOL CALLOUT DESCRIPTION MANUFACTURER COLOR PAVING FINISH I PATTERN 0 [fil CONCRETE BAND/STEP NATURAL LIGHT BROOM @] CONCRETE PAVING AND MOW STRIP L.M. SCOFIELD (800) 800 -9900 GRAY SLIP RESISTANT NATURAL MEDIUM BROOM GRAY FINISH 'WESTWOOD MEDIUM WASH BRO'vVN', C-27 COMMENTS BRUSH PARALLEL TO BAND EDGE BRUSH PERPENDICULAR TO WALK EDGE DIAGONAL SAWCUT JOINTS, 4' SQ. TYPICAL INTEGRAL COLOR CONCRETE PAVING fu SYMBOL CALLOUT DESCRIPTION MANUFACTURER COLOR FINISH SITE FURNISHINGS BIKE RACK PRECAST CONCRETE TABLE & HAIRS CYCLOOPS BY GALVANIZED GALVANIZED COLUMBIA CASCADE (909) 737-6240 SAN DIEGO PRECAST (619) 44~6810 LM SCOFIELD LIGHT 'WESTWOOD SANBLAST BRO'vVN' COMMENTS MODEL 2170-7-G (5' LENGTH -7 BIKES) MODEL T$44R LIGHTING LEGEND: (FOR REFERENCE ONLY -REFER TO ELECTRICAL ENGINEER'S SHEETS) SYMBOL DESCRIPTION MANUFACTURER MODEL PARKING LIGHT REFER TO ELECTRICAL ENGINEER'S SHEETS STANDARD -DOUBLE ARM• PARKING LIGHT REFER TO ELECTRICAL ENGINEER'S SHEETS STANDARD -SINGLE ARM• GRADING & DRAINAGE NOTES A. CROSS SLOPE OF SIDEWALK TO BE A MAX. OF 2%. B. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. COLOR COMMENTS QUANTITY 2 4 D. CONNECT LANDSCAPE DRAINS TO STORM DRAIN SYSTEM AS INDICATED ON CIVIL ENGINEER'S DRAWINGS. APPROVED FOR PLANTING AND ..;. ~ IRRIGATION ONLY, INCLUDING PRECISE "' (:S LOCATION OF PLANTING AREAS. i r-------✓::;:::-------,------------r---------;~:~=:_:=:_;: __ ;: __ ;: __ ;:~:;_:~::-T---■■■■.:A7S:_-:e=u::1:L-:,:.:----r:RE~V:IS:l~ON:S::M~US:T~B:E~A~P:P:RO~V:E:D~B:Y~P~U=B~Ll;C:H:EA=L:T:H:E:NG:l:NE:E:R~,---rr~1:·:=2:=~·=!!J,l1l:::~~2J'~•;.~··iv•~~~o;.~-F~1!:...~~AR~~~Ai!~i~~~ .. ~.~-~·:~~i::::11~-::=1~:··~~~-rl» ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO _ r-, .---•-_ /1 4 IMPLEMENTATION IN FIELD. }JIM 7 ~/ /..,. 113106 RS 1 PAVING REVISIONS LANDSCAPE CONSTRUCTION PLAN , 0 10 20 40 8CALE AND NORTH 60 R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Ca<iabad, CA 92009 T~ 160 4381002 Fax 7604381155 VNNl.ridgela.com "-.....,~~ --ttif(--fl../-E,:-c11:'::10=1f.:R:-::S-t"!'l"'--':-A7S-7Buc:.:1=--;LT:':R:::EV:':1'='s1'=-0N::,sc---------+-----1 BRESSI RANCH LOT 16 LA. Z$oj EXP. s/4~/1 APPROV9)i ' ~ REVIEWED BY: INSPECTOR I I rt-\_' -<-r, E:M.~::rr: 'b--z,.c,-7 PU.HHIHG DATE ~DW~IN~IY~~B~DE~lF~r~R~C~■~J~T~--~=11r==;;-~ .. w;,a~~-~N4~Q~. 7 ~ -, -1 DATE BY DESCRIPTION APP'O -~~-_,,, . c..,-~ 1---~~------~='----'-'--------,L.;,."-'--'---l CHKD IY _ _;__;R;::;S __ DATE REVl8ION8 FIELD rv PIP 05-19 440-3L Lt1 091407 ---- KEYMAP -0 .. -... ~ ~ -' 1-w w I (/) w w (/) w z -' I u ~ :iE PALOMAR AIRPORT ROAD EXISTING ST EXISTING SIDEW 0 0 PROPERTY BOUNDARY LINE I R.O.W. LINE -------------- I .. -" --~•-------• I I I I -----47891' I ..........-_.._ __.._ L-----' - ... ---+---I---;-----~--t----1---1----,----\ _I ,_ ,_ • ) , I .\ / \' - 1 \/ I ~/ I l I -ef..'J?'i-. I ::, ~ / .. , / ..•. ·.• /··.·.·.·.·· I ------- PA \ .. ··r ''· ... -~ J' ' z SEE ENLARGEMENT . / PLAN A -SHEET L2.1 PROPOSED BUILDING 181 _,_1_!_ / 20' PUBLIC WTR EAS[M[N T TURF '"11--15 B 11--~~ PA I I 1l---- 1 111-----, I 111-----+- I / 111----- 1 I 111----- 1 111--~-- I 11.---, PA 1 -1 -l \ 1--._ ·:::-.::,: ! ' PA 1 -~ I I -· \-' " i I I I I I _ ~PROPERTY ~ BOUNDARY '-!' LINE ~ I \ -· SYMBOL LEGEND -------EXPANSION JOINT -I -I -LlMITOFWORK SCORELINE JOINT PLANTER AREA CONSTRUCTION LEGEND 0 CT PEDESTRIAN TE PAVING PER DETAIL B, SHEET L2.2 ® CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL B, SHEET L2.2 ~ @ INSTALL EXPANSION JOINT PER DETAIL A, SHEET L2.2 © CONSTRUCT TOOLED CONCRETE CONTROL JOINT PER DETAIL A, SHEET L2 .2 ® CONSTRUCT CONCRETE MOW STRIP PER DETAIL D, SHEET L2.2 © CONSTRUCT H.C. RAMP PER DETAIL E, SHEET L2.2 G) 8 CONSTRUCT 12" MAINTENANCE STRIP PER DETAIL G, SHEET L2.2 © CONSTRUCT CONCRETE BAND PER DETAIL C, SHEET L2.2 CONSTRUCT BIKE RACK PER DETAIL I, SHEET L2 .2. INSTALL TABLE AND CHAIRS PER MANUF TURER'S SPECIFICATIONS INSTALL HANDRAIL PER ETAIL H, SHEET L2.2 CONSTRUCT SAW.CUT CONCRE E CONTROL JOINT PER DETAIL A, SHEET L2.2 THE FOLLOWING ITEMS FOR REFERENCE ONLY: @ CONCRETE CURB PER CIVIL ENGINEER'S SHEETS @ PARKING LOT STRIPING PER ARCHITECT'S SHEETS © ASPHALT PAVING PER CIVIL ENGINEER'S SHEETS @ O" CURB AT HC PARKING PER CIVIL ENGINEER'S SHEETS © H.C. STRIPING AND PATHWAY ® PARKING LIGHT PER LIGHTING ENGINEER'S SHEETS @ TRASH ENCLOSURE PER ARCHITECT'S SHEETS ® CATCH BASIN PER CIVIL ENGINEER'S SHEETS 0 TRANSFORMER PER ELECTRICAL ENGINEER'S SHEETS 0 FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS @ DASHED LINE INDICATES EMERGENCY VEHICLE ACCESS LIMITS © SIGNAGE PER ARCHITECT'S SHEETS @ MECHANICAL BUILDING PER ARCHITECT'S SHEETS ® MONUMENT SIGNAGE PER ARCHITECT'S SHEETS @ FDC I DDC PER CIVIL ENGINEER'S SHEETS ® LIGHT BOLLARD PER ARCHITECT'S SHEETS COLOR AND FINISH SCHEDULE SYMBOL CALLOUT DESCRIPTION MANUFACTURER COLOR FINISH / PATTERN COMMENTS PAVING CONCRETE BAND/STEP CONCRETE PAVING AND MOW STRIP INTEGRAL COLOR CONCRETE PAVING L M. SCOFIELD (BOO) BOO -9900 NATURAL GRAY NATURAL GRAY LIGHT BROOM SLIP RESISTANT MEDIUM BROOM FINISH 'WESTWOOD MEDIUM WASH BROWN'. C-27 SYMBOL CALLOUT DESCRIPTION MANUFACTURER COLOR FINISH SITE FURNISHINGS LJ ~ BIKE RACK PRECAST CONCRETE TABLE & HAIRS CYCLOOPS BY GALVANIZED GALVANIZED COLUMBIA CASCADE (909) 737-6240 SAN DIEGO PRECAST (619) 449-6810 LM SCOFIELD LIGHT 'WESTWOOD SANBLAST BRO~ BRUSH PARALLEL TO BAND EDGE BRUSH PERPENDICULAR TO WALK EDGE DIAGONAL SAW:::UT JOINTS. 4' SQ. TYPICAL COMMENTS MODEL 2170-7-G (5' LENGTH -7 BIKES) MODEL TS44R LIGHTING LEGEND: (FOR REFERENCE ONLY -REFER TO ELECTRICAL ENGINEER'S SHEETS) SYMBOL DESCRIPTION MANUFACTURER MODEL PARKING LIGHT REFER TO ELECTRICAL ENGINEER'S SHEETS STANDARD · DOUBLE ARM• PARKING LIGHT REFER TO ELECTRICAL ENGINEER'S SHEETS STANDARD · SINGLE ARM• 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. COLOR COMMENTS 091407 QUANTITY 2 4 -. Ol(firo,t,D l'Hllf _ .. . . . .. . .: .. _._..,:,., .. c-,:c-,:,:,:,:,::-•:-:-:,::-:-:-:-:-:,:-:-:•:•:• FOR CONSTRUCTION DETAILS, SEE SHEET L2.2 (6). FOR CONSTRUCTION NOTES, SEE SHEET L2.1 (5). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (16-19). P.A. TURF TURF AREA CONCEPTUAL BERM TYPICAL MAXIMUM 4:1 D. CONNECT LANDSCAPE DRAINS TO STORM DRAIN SYSTEM AS INDICATED ON CIVIL ENGINEER'S DRAWINGS. ;t rrr A, ,\.I . j ' J ·.. i'L . c1r-'. , I j EB NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. V, ~ r------_::__--7---T---------,-------;:;;;;;;;;;;;'.'.'i---::-:-::-:-:::-=:i---T::::::-::::::===:::::::::::::::--1r= •. =.~-~C~ITY~~O=F~C~AR=·~ ...... :: ...... ~7 1 r. 1 -=1~9 •• m 1 ~. ,'., ~ Ir ·As BUILr REVISIONSMUSTBEAPPROVEDBYPUBLICHEALTHENGINEER, ----...,., -ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO 3 PI.ANtl.tCI l>mPARTMIENT r ~ 0 10 20 40 SCALE AND NORTH 60 R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Carl&bad, CA 92009 Tel 7B04381002 Fax 760 4381155 www.ri::lgela.com ~ IMPLEMENTATION IN FIELD ..,.- './.j -,/~1 /,,-, 113106 RS 1 PAVING REVISIONS ' ~ 117/07 RS AS-BUILT REVISIONS uo7 EXP. ~(/47 LANDSCAPE CONSTRUCTION PLAN BRESSI RANCH LOT 16 • - L.A. REVIEWED BY: INSPECTOR I I ~.Z-01 DATE I APPROV~D ( ""= f---+--+--------------/t.x-1 §::-~~ s. L-<>., 1----+--+------------------11-----t PLANNING DATE ~====,.;~===,j======,;======, DWN IY-~~=':~--1 1'110 laC7T NO. 11 --NO. CHKD IY____ PIP 05-19 440-3L l'IELD IY OAT£ BY DESCRIPTION APP'D REVISIONS Lt2 R/W -- \(<IGHT-OF-WAY LINE EXISTING SIDEWALK ,\ EXISTJ NG STREET CURB \ ' / A = \ \, < .~ .... , \_: ~~\ ·,,.,,, ' \ \ PA --..._......._... • .,_....__......,A,_.,..__,,~.,,_,...._A,,.A...A..A---"~---...._.,..,___,.._.., \ LIGHTING LEGEND: (FOR REFERENCE ONLY -REFER TO ELECTRICAL ENGINEER'S SHEETS) SYMBOL DESCRIPTION MANUFACTURER MODEL PARKING LIGHT STANDARD -DOUBLE ARM" PARKING LIGHT STANDARD -SINGLE ARM" REFER TO ELECTRICAL ENGINEER'S SHEETS REFER TO ELECTRICAL ENGINEER'S SHEETS 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. D. CONNECT LANDSCAPE DRAINS TO STORM DRAIN SYSTEM AS INDICATED ON CIVIL ENGINEER'S DRA'MNGS. SYMBOL LEGEND ----EXPANSION JOINT -I -I -UMITOFWORK SCORELINE JOINT P.A, PLANTER AREA TURF TURF AREA r -----,'\ CONCEPTUAL BERM I r_-_-_-_-_-,,,,I TYPICAL MAXIMUM 4:1 ------ ---5 c:. Cl -1 ,io,,D !¥UY'* ◄ • IIA'l1'_ -. ----- CL --= - ..---· COLOR PA ·, \, ' ', COMMENTS ·, \, • •, > <,' ,, ' ,, \ I . // ·· ...... ,, · ... ·::. . .... •' = = '\ \ \ ~;, \~c-) \ -, " '· \ = PA = ' =\= I \ , PA \ \ PA \ .,\ " - \ ., . •. -.· .. : '. ·,1:·." - PA MATCHLINE -SEE SHEET L 1 213) -------------------------- ,, \ -\ ... :) r.: ...... , ,,, '- B 1 PROPOSED BUILDING 181 -~~----,_--r----i·-- 111----- I 111---- 1 I 11------ 1 l 1t------- l 11-----1 I 111----- 1 111----- 1 1,._ __ , PA I I 11----- 1 10----- 1 11----- 1 I 11----- 1 111----- 1 10----- 1 l~--- 1 I I.,_ __ _ I l <---- 1 1-~~ ... , v: PA --- PA ', ----------- I I I \ \ : I I I I I I I I I I I I I I I I I I I I I I - II I I I I I I ~PROPERTY BOUNDARY LINE I I I - 11 I I PA ' ~~ ', _L: __:::~=~=-==,.,~.'~--·~·-.·-~''~··.~~_.~,,==~~ ~;;;~ --<.~9=B=F1~=~~=---' ;~f,1 I ~ '•,, \:, J. ~-P/!Bl!C -~ 6 B I ~ ',,"/, }L \ '-~ --L :[AS[j/~ -,/ 1} ,1 \_ ----- -~-~ -', ~ 17 I PA 1 ~ PA ' \,_ '-----',,_ PA i' r® I -lt~;;;-;;;;;t;;;,=I;;;;;_ ;;;' ±;;;;;;;;t_=±_~=-p±~;;;-';;;;;t;;;_;;;_;;;_ !;;;;;;;;±=_;;;IPA ~~~*~---~"~,~~~~-,t. ~~~~~~~~ --------------,----_; POB~C ) I -.. •~1 I -£:[AS[A/[NT ~/.!=-~=-~====!JI _, _J _I _J _I _I l _l _l _l _l _j _l _l _l _l _!_I _I _I _I _ 1-1-1 _1_1_1_1_,_,_1_1_1_1_1_1_1_1~- · l /; ;~ .. ; , r J PROPERTY BOUNDARY COLOR AND FINISH SCHEDULE SYMBOL CALLOUT DESCRIPTION MANUFACTURER COLOR PAVING 0 [fil @] CONCRETE BAND/STEP CONCRETE PAVING AND MOW STRIP L.M . SCOFIELD ( 800) 800 -9900 NATURAL GRAY NATURAL GRAY ''MESTWOOD BROWN', C-27 FINISH/ PATTERN LIGHT BROOM SLIP RESISTANT MEDIUM BROOM FINISH MEDIUM WASH COMMENTS BRUSH PARALLEL TO BAND EDGE BRUSH PERPENDICULAR TO WALK EDGE DIAGONAL SAVI/CUT JOINTS, 4' SQ. TYPICAL INTEGRAL COLOR CONCRETE '-"-"-"-"-"----=PA:V~IN:G~'-"'-"'-"'-''-',,__,,.__,,.__,"-"'--"-"-"'-"'--"'--.,,,.,_-"--"-_,,,___,,......r-..r-..r-_,,,,__,,-~ SYMBOL CALLOUT DESCRIPTION MANUFACTURER COLOR FINISH COMMENTS QUANTITY SITE FURNISHINGS 2 E] §] BIKE CYCLOOPSBY GALVANIZED GALVANIZED MODEL 2170-7-G RACK COLUMBIA CASCADE (5' LENGTH -7 BIKES) (909) 737-6240 0 PRECAST SAN DIEGO LM SCOFIELD LIGHT MODEL TS44R CONCRETE PRECAST 'WESTWOOD SANBLAST TABLE & (619) 449-6810 BROWN' HAIRS 4 1· I . , / .· , r, I / ,'' ' J 'I·,. PARKING LIGHT PER LIGHTING ENGINEER'S SHEETS TRASH ENCLOSURE PER ARCHITECT'S SHEETS CATCH BASIN PER CIVIL ENGINEER'S SHEETS TRANSFORMER PER ELECTRICAL ENGINEER'S SHEETS FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS DASHED LINE INDICATES EMERGENCY VEHICLE ACCESS LIMITS SIGNAGE PER ARCHITECT'S SHEETS MECHANICAL BUILDING PER ARCHITECT'S SHEETS MONUMENT SIGNAGE PER ARCHITECT'S SHEETS FDC / DOC PER CIVIL ENGINEER'S SHEETS LIGHT BOLLARD PER ARCHITECT'S SHEETS FOR CONSTRUCTION DETAILS, SEE SHEET L2.2 (6). FOR CONSTRUCTION NOTES, SEE SHEET L2 .1 (5). I CONSTRUCTION LEGEND © @ CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL B. SHEET L2.2 ~ @ INSTALL EXPANSION JOINT PER DETAIL A. SHEET L2.2 © CONSTRUCT TOOLED CONCRETE CONTROL JOINT PER DETAIL A. SHEET L22 © CONSTRUCT CONCRETE MOW STRIP PER DETAIL D, SHEET L2 2 © CONSTRUCT H.C. RAMP PER DETAIL E, SHEET L2.2 0 CONSTRUCT 12" MAINTENANCE STRIP PER DETAILG, SHEET L2 .2 © CONSTRUCT CONCRETE BAND PER DETAIL C, SHEET L2.2 CONSTRUCT BIKE RACK PER DETAIL I, SHEET L2.2. INSTALL TABLE AND CHAIRS PER MANUE TURER'S SPECIFICATIONS INSTALL HANDRAIL PER ETAIL H, SHEET L2.2 1 @ CONSTRUCT SAWCUT CONCRE CONTROL JOINT PER DETAIL A, SHEET L2.2 THE FOLLO'MNG ITEMS FOR REFERENCE ONLY: @ CONCRETE CURB PER CIVIL ENGINEER'S SHEETS @ PARKING LOT STRIPING PER ARCHITECT'S SHEETS © ASPHALT PAVING PER CIVIL ENGINEER'S SHEETS 091407 FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (16-19). @ O" CURB AT HC PARKING PER CIVIL ENGINEER'S SHEETS @ H.C. STRIPING AND PATHWAY APPROVED FOR PLANTING AND ..; ~ IRRIGATION ONLY, INCLUDING PRECISE (A C) ~--ill.. -" u -' ,r,, 'j .\. I~ 7\ljT1 I~ - \1 . ·r,, \JJi) - LOCATION OF PLANTING AREAS. r-------....-----~-------~--------,.---------~~-----~~i~ ·AS-BU I Lr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER. I !I=·=~=1dJ1 l==~C~ITY~~·~o~IO~F~Dl!~cl!P~AR~A~..A~L~~~•--~NTg,,==:!111 ·=~9~·~-I -.... · r '11[-:i'-:j~• ,: ' ' \. . ' i. ' \; t-JJ. ... w J <~ ~,......,_, ~~ f' ·' • ~. f -· · -✓ ,.._, r C ,, . -. ·, . ' -11 ~ 1 \ ~ 11Tr"rrlf J: 1~c .,-, ~ :' 0 ' KEYMAP NOTTO SCALE 10 20 40 60 8CA1 F AND NORTH R I D G E LAND SCA PE AR CHIT ECTS 755 Raintree Dr'N'e, Suit-, 300 Carlsbad, CA 92009 T~ 760 4381002 Fax 7604381155 www.ridgeB.com REVIEWED BY: INSPECTOR I I ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO . -. APP'O ~-Z-o1 i-c--DA-"T-'-E --'-"B-'-Y-'--------~o-'-es'--'c-"Rl'-PT-'-10,:_N _______ _.._ __ -; DATE REVISIONS LANDSCAPE CONSTRUCTION PLAN BRESSI RANCH LOT 16 APPROVEDe l I~ 4-· PLANNING DWN IY BO CHKO IY RS FIELD IY E:-\l * -<> PAC_,,. NO. PIP 05-19 11 i>•Z-c1 DATE --NO. 440-3L L1.3 CONSTRUCTION NOTES A. VISIT THE SITE PRIOR TO SUBMITTING BIOS. ' 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 O'M>IER. E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHO'M-1 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 KNO'M-1 DISCREPANCIES. G. LOCATE ALL EXISTING UTILITIES WHETHER SHO'M-1 HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE O'M>IER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT H. COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE, AMERICANS WITH DISABILITIES ACT OF 1991, AND WITH OTHER CURRENT RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE WORK. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS, I. LOCATIONS OF N IC 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 O'M>IER 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 O'M>IER 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 O'M>IER PRIOR TO INSTALLATION REFER TO SPECIFICATIONS. P. WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE 1" IN TURF AREAS AND 1-112" 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 S. HANDICAP RAMPS ARE NOT TO EXCEED EXCEED 12:1 OR 8.33 %, UNLESS OTHERWISE INDICATED. T. HOLD FINISH GRADE A MINIMUM OF 6" BELOW FINISH FLOOR, UNLESS OTHERWISE INDICATED. U. CONSTRUCT ALL CURVE TO CURVE AND TANGENT LINES TO BE NEAT, TRIM, SMOOTH AND UNIFORM . V. CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI@ 28 DAYS, UNLESS OTHERWISE INDICATED. W. PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. \~ \ \ \ -\~ \ , \ ~\. : HICULAR AC~SS, REFE~ ._')., _1 ARCHITECT' HEETS. ' T \ ' :,,. \ / '\' .\ \ , -\_ "'..: ) > 001 IW u CONSTRUCTION LEGEND CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL B, SHEET L2.2 lli. INSTALL EXPANSION JOINT PER DETAIL A, SHEET L22 CONSTRUCT TOOLED CONCRETE CONTROL JOINT PER DETAIL A, SHEET L2.2 CONSTRUCT CONCRETE MOW STRIP PER DETAIL D, SHEET L2 2 CONSTRUCT H.C. RAMP PER DETAIL E, SHEET L2.2 PROPOSED BUILDING 1A1 l'<lll,K\JSCAPE WIT N THIS AREA \ 1' \ 'T ONSTRUC D WITH A \ / ) "-EH ' R THICKN~PER · .. 1 . . =, qEjfAJL: "'-:""<;EET L2.2. \ ' / \ '---- PA ." CONSTRUCT 12" MAINTENANCE STRIP PER DETAIL G, SHEET L2.2 CONSTRUCT CONCRETE BAND PER DETAIL C, SHEET L2.2 CONSTRUCT BIKE RACK PER DETAIL I, SHEET L2.2. INSTALL TABLE AND CHAIRS PER MANUF' TURER'S SPECIFICATIONS INSTALL HANDRAIL PER ETAIL H, SHEET L2.2 1 CONSTRUCT SAWCUT CONCRE E CONTROL JOINT PER DETAIL A, SHEET L2.2 / B 5 --·T"'....., ;\ it\-.. . I \. , KEYMAP / / / TURF; / / I I I ,' ,,__,_ ,----/.. ( (()-~ \ \ / ~ '--/ '--------- PA / FOR CONSTRUCTION DETAILS, SEE SHEET L2.2 (6). FOR CONS,TRUCTION NOTES, SEE SHEET L2.1 (5), FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L?, 1 -L?.4 (16-19). . ---------· ' ' / /// J!d.RF -I ( I / X I I I I !/-.I I I : / I . I / \ I I I \ / / / / URF L, / // / ---------..,,., PROPOSED BUILDING 1B1 SYMBOL LEGEND ----EXPANSION JOINT -I -I -LIMITOFWORK SCORELINE JOINT P.A. PLANTER AREA TURF TURF AREA CONCEPTUAL BERM TYPICAL MAXIMUM 4:1 I I I I I I I I I I I I I I I I I I I THE FOLLOWING ITEMS FOR REFERENCE ONLY: @ CONCRETE CURB PER CIVIL ENGINEER'S SHEETS © PARKING LOT STRIPING PER ARCHITECT'S SHEETS © ASPHALT PAVING PER CIVIL ENGINEER'S SHEETS @ O" CURB AT HC PARKING PER CIVIL ENGINEER'S SHEETS © H.C. STRIPING AND PATHWAY © PARKING LIGHT PER LIGHTING ENGINEER'S SHEETS @ TRASH ENCLOSURE PER ARCHITECT'S SHEETS ® CATCH BASIN PER CIVIL ENGINEER'S SHEETS 0 TRANSFORMER PER ELECTRICAL ENGINEER'S SHEETS 0 FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS ® DASHED LINE INDICATES EMERGENCY VEHICLE ACCESS LIMITS 0 SIGNAGE PER ARCHITECT'S SHEETS @ MECHANICAL BUILDING PER ARCHITECT'S SHEETS ® MONUMENT SIGNAGE PER ARCHITECT'S SHEETS @ FDC I DOC PER CIVIL ENGINEER'S SHEETS ® LIGHT BOLLARD PER ARCHITECT'S SHEETS COLOR AND FINISH SCHEDULE SYMBOL CALLOUT DESCRIPTION MANUFACTURER COLOR PAVING CONCRETE NATURAL BAND/STEP GRAY CONCRETE NATURAL PAVING AND GRAY MOW STRIP INTEGRAL L.M. SCOFIELD 'WESTWOOD COLOR (800) 800 • 9900 BRO'M-1', C-27 FINISH I PATTERN COMMENTS LIGHT BROOM BRUSH PARALLEL SLIP RESISTANT TO BAND EDGE MEDIUM BROOM BRUSH PERPENDICULAR FINISH TO WALK EDGE MEDIUM WASH DIAGONAL SAWCUT JOINTS, 4' SQ. TYPICAL CONCRETE fu PAVING SYMBOL CALLOUT DESCRIPTION MANUFACTURER COLOR FINISH COMMENTS SITE FURNISHINGS o BIKE CYCLOOPS BY GALVANIZED GALVANIZED MODEL 2170-7-G RACK COLUMBIA CASCADE (5' LENGTH -7 BIKES) (909) 737-6240 0 PRECAST SAN DIEGO LM SCOFIELD LIGHT MODEL TS44R CONCRETE PRECAST 'WESTWOOD SANBLAST TABLE & (619) 449-6810 BRO'M-1' HAIRS LIGHTING LEGEND: (FOR REFERENCE ONLY. REFER TO ELECTRICAL ENGINEER'S SHEETS) SYMBOL DESCRIPTION MANUFACTURER MODEL PARKING LIGHT REFER TO ELECTRICAL ENGINEER'S SHEETS STANDARD • DOUBLE ARM' PARKING LIGHT REFER TO ELECTRICAL ENGINEER'S SHEETS STANDARD· SINGLE ARM' GRADING & DRAINAGE NOTES A. CROSS SLOPE OF SIDEWALK TO BE A MAX. OF 2%. B. SLOPE ALL HARD SCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. COLOR COMMENTS QUANTITY 2 4 091407 D. CONNECT LANDSCAPE DRAINS TO STORM DRAIN SYSTEM AS INDICATED ON CIVIL ENGINEER'S DRA'MNGS. ~-e: ~------------t).J: APPROVED FOR PLANTING AND VI 0 IRRIGATION ONLY, INCLUDING PRECISE 0, ,' .. , PATIO ENLARGEMENT SCALE 1•-10•-o• LOCATION OF PLANTING AREAS. C " ~~~~~~~~~------~--------~----------~~~-~~~~~-~~----~r NOTTO SCALE R I D G E LANDSCAPE ARCHITECTS 755 Rajntrea Ori'Je, Suite 300 Carlobad, CA 92009 Tel 76043e 1002 Fax 760 438 1155 WWW. ridgela ,.com •5 i I l"LANCITY,.OaF ~ARTMaNTLBBAD 11• 191• 1 ~ ·As eu I Lr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER. __ _ -ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. ~ • -,,/21 /4 '1 113106 RS 1 PAVING REVISIONS ~~J ~ 117107 RS AS-BUILTREVISIONS LANDSCAPE CONST. ENLARGEMENT PLAN BRESSI RANCH LOT 16 L,A. .i~o7 EXP. ¢,/4 REVIEWED BY: INSPECTOR ~-+---+-------------t---il APPjj~k ( 6r' E:«-oit ~z-cn . PLANNING DATE •pp•o ::=DW=H=BY= _=_=_=.'.c,BR;;:.'.c,□s;,::_=_=_=_=,;=I =,=11=c'=acT==-===. =,i, lr==:=D11=:_=:=.__::::w=111::::1•====--='7 DATE BY DESCRIPTION ~ ..,:c=.i...:"--'-------=----------~--, CnHEKLDD BYBY-=--PIP 05-19 440-3L REVl810N8 .. L2.1 I I ' c:, • I I<) 5'-3• (M0D£L 2170-7) 3• £0. £0. 12· MIN. LEGEND: 1. 'CYCLOOPS' BIKE RACK, MODEL 2170-7-G, BY COLUMBIA CASCADE. (909) 737-6240 2. CONCRETE PAVING PER DETAIL 8, THIS SHEET 3. CONCRETE FOOTING 4. COMPACTED SUBGRADE PER SOIL ENGINEER'S REPORT 5. MATCHING BASE COVER BIKE RACK NOT TO SCALE 2" IN GROUND COVER AREAS OR, 1" IN TURF AREAS 71-----1 18' ~-~ l.... LEGEND: ALIGN EXPANSION JOINTS WITH EDGE OF COLUMNS, TYP. 6~~ 6" MIN. 7'>---------1,;,J 1 CONCRETE MOWSTRIP WITH LIGHT BROOM FINISH ON ALL EXPOSED SURFACES 2 #3 REBAR, CENTERED, CONTINUOUS 3. 1/2" TOOLED RADIUS 4 FINISH GRADE 5 90% COMPACTED SUBGRADE -VERIFY WI SOIL ENGINEER'S REPORT 6 EXPANSION JOINT BETWEEN MOWSTRIP AND BUILDING, CONTINUOUS 7 COLUMN FACE 8. BUILDING GLAZING NOTES: A. INSTALL 318" BITUMINOUS FELT EXPANSION JOINTS PER PLAN OR @ 20'-0" O.C. MAX. WIMASTIC SEALANT. ' 8. WIDTH OF MOWSTRIP MAY VARY AT BUILDING GLAZING AREAS. MAINTAIN MINIMUM 6" WIDTH. 1a· CONCRETE MAINTENANCE STRIP NOT TO SCALE H HANDRAIL 6' MAXIMUM r LEGEND: 3"R TYP. ' c:, .I - 1. 90% COMPACTED SUBGRADE 2. 1-112" DIAMETER TUBULAR STEEL HANDRAIL 3. CONCRETE POST FOOTING 4. ADJACENT PAVING, PER PLAN Smith Consulting Architects 12220 E Camino Real SJite 200 San Diego California 92130 {858179:1-4777 Fax (858)79:3-4787 NOT TO SCALE 5• ~---11 LEGEND: 1. CONCRETE MOWSTRIP WITH LIGHT BROOM FINISH ON ALL EXPOSED SURFACES 2. #3 REBAR, CENTERED, CONTINUOUS 3. 112" TOOLED RADIUS 4. FINISH GRADE 5. 90% COMPACTED SUBGRADE -VERIFY WI SOIL ENGINEER'S REPORT NOTES: A. INSTALL CONTROL JOINT AT 10'-0" O.C. MAX. SPACING 8. INSTALL 318" BITUMINOUS FELT EXPANSION JOINTS @ 20'-0" O.C. MAX. WIMASTIC SEALANT. C. PROVIDE 45°MITERED CONTROL JOINT AT 90 CORNERS. 4 ' d 4 . .; -,,. A CONTROL JOINT (SCORELINE) 4 • • • B. EXPANSION JOINT ~ • ' • ·4 . ' • • • -' • • • C. COLD JOINT 2 2 LEGEND: 1. 1/8" RADIUS EDGE 2. PAVING FINISH SURFACE PER PLAN 3. JOINT FILLER PER SPECIFICATIONS 4. BACKER ROD PER SPECIFICATIONS 5 TWO-PART POLYURETHANE SEALANT PER SPECIFICATIONS 6 112" 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 0 CONCRETE MOWSTRIP NOT TO SCALE • • • ·4 . ' • • • • -' • ., -· 4 E -.. . .• ·. ;• :· _.-~-.. . . , . ., ' -· .. • c:, .I IC) . ' - LEGEND: 1"c1Q' PLAN VIEW 1. CONCRETE PAVING OR INTERLOCKING PAYERS REFER TO PLAN. 2. EXPANSION JOINT 3. 6" CURB 4. FINISH GRADE 5. A/C PAVING 6. WARNING GROOVES r@ I HANDICAP ACCESS RAMPS , 12" GR00V£D AR£A L! d ,'.I 4'-0" MIN 4'-o• MIN. zi MAX. ' .,._. - ' 1/2"=1'-0" CROSS SECTION 1"c10' PLAN VIEW NOT TO SCALE _Ill ------ bd.l..1==l..Li=. ~==-2...Ls:-cc:-.:!..!.,,:;:-:;::-c.!...!.,~:u.J..W. ~ l!-!..-'F='cLLl.=·,. ,!.\_ •• - LEGEND 1. CONCRETE PAVING -REFER TO DETAIL B, THIS SHEET 2. TOOLED GROOVING -114" X 114" TROUGH AND 112" SPACES 3. O" CURB -FLUSH WITH PAVING 4. ASPHALT PAVING HANDICAP WARNING GROOVING NOT TO SCALE C D. SAWCUT JOINT CONCRETE JOINTS NOT TO SCALE 4 ~ . • q, . ffi __ ffi_ . ;, · ... • ;,.• _ .. _ ,i..,.·•~=.-.-.' FTTF"""T7-i-iTl" •· -111::::::111 -1 , ~ . = ,~ ......... -'---..1-c 11 l6· MIN.J LEGEND: ~---14 1. CONCRETE PAVING -REFER TO CONSTRUCTION PLAN FOR COLOR AND FINISH 2 3. FINISH GRADE 4. 90% COMPACTED SUBGRADE -VERIFY WI SOIL ENGINEER'S REPORT 5. 114" TOOLED RADIUS _ __, 3 CONCRETE PAVING NOT TO SCALE -.I' ' I 01 i :r: ' w 0 > w t:' I Q_ -;,-.;, . , . . " LEGEND 1. CONCRETE INFILL, COLOR AND FINISH PER PLAN 2. EXPANSION JOINT PER DETAIL A, THIS SHEET 3 CONCRETE BAND, COLOR AND FINISH PER PLAN 4. 114" TOOLED RADIUS 5. Fl NISH GRADE OF ADJACENT PLANTER (WHERE OCCURS) 6. (2) #3 REBAR, CONTINUOUS 7. #4 REBAR, 12" LONG@ 36' O.C. -PAPER WRAP ONE END 8. 90 90% COMPACTED SUBGRADE -VERIFY WI SOILS ENGINEER'S REPORT NOTES A PAVING THICKNESS, BASE PREPARATION AND REINFORCING ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. B. PROVIDE FINISH SAMPLE PER SPECIFICATIONS CONCRETE BAND / INFILL NOT TO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr ~ '''l~" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Garlsbed, CA 92009 Tel 7604381002 Fax 760 4381155 www.ridgela.com ~ LA. il<21 EXP. 'f/31/1 REVIEW£D BY: g-z..~ INSPECTOR DATE 113106 RS 1 PAVING REVISIONS DATE BY DESCRIPTION REVISIONS APP'D LANDSCAPE CONSTRUCTION DETAILS BRESSI RANCH LOT 16 PLANNING DWN BY_~B=D __ CHKD ey_R_S __ FIELD BY PROJECT NO. PIP 05-19 11 DATE DRAWING NO. 440-3L L2.2 \ I ' I \ I \ \ ' I \ I \ ' I I i I ' KEYMAP NOTTO SCALE 0 10 20 40 60 SCALE AND NORTH PROPERTY BOUNDARY LINE/ R.O.W LINE -AIRPORT ROAD p AL.OMAR l'\I EXISTING STREET CURB\_ EXISTI.N(;S:EWALII.~ _ _ -'-' ~ ...... ~ '-..--J '·~~-··; -0 --0 ,. -r • ~ -, ........... 1 .. 9;;,-~'"'l,l!,JO\I , 71 r ~:!.: ...1--=±__· )._ I~ I ~1---~~• -' I -f- 3J PROPOSED BUILDING 1A1 40 I •-I I I I I I I ' ·"'T 'i , ::J :r: 0 i SYMBOL QT H F • .l'>.c ,. V V ~'<i J ~ I 7 ' . ~ 1"! ~ ■ -" ............. ' (', ,., . (~ ~ ,., • (\ ;_) ff: "' ... 8 MANUFACT. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD P.O.C. AS-BUILT IRRIGATION LEGEND MODEL NO. / DESCRIPTION 1 B06-SAM-1 D-LA-PCS-020/030/040 POP-UP TURF HEAD W/N.P. CAP 1 B06-SAM-1 D-LA-PCS-040/060/090/175 POP-UP TURF HEAD W/N .P. CAP 1 B06-SAM-12-PCS-060/090/125/260 POP-UP TURF HEAD W/N.P. CAP 1606-SAM-15-PCS-090/125/175/370 POP-UP TURF HEAD W/N.P. CAP 1B06-SAM-15EST/SST-PCS-060/125 POP-UP TURF HEAD W/N.P. CAP 1 B12-SAM-10-LA-PCS-020/030/040 POP-UP SHRUB HEAD W/N.P. CAP 1812-SAM-10-LA-PCS-040/060/090/175 POP-UP SHRUB HEAD W/N.P. CAP 1812-SAM-12-PCS-060/090/125/260 POP-UP SHRUB HEAD W/N P. CAP 1812-SAM-15-PCS-090/125/175/370 POP-UP SHRUB HEAD W/N .P. CAP 1812-SAM-15EST/SST-PCS-060/125 POP-UP SHRUB HEAD W/N.P. CAP 1-1/2" RECLAIMED IRRIGATION METER WITH 2" SERVICE LINE GPM RADIUS .20, .30, .40 5 FT .39, .52, .79, 1.57 10 FT .65, .87, 1.3, 2.6 12 FT 93, 123, 1.85 , 3.70 15 FT .61 , 1.21 4X15 FT 4X30 FT .20, .30, .40 5 FT .39, .52, .79, 1.57 10 FT .65, .87, 1.3, 2.6 12 FT .93, 1.23, 1.85, 3.70 15 FT .61 , 1.21 4X15 FT 4X30 FT Cl 11!1 HYDROSCAPE WILKINS HS16-SDX48S/HSDX-03/HSRSE-DX/ PROMAX, 48 STATION RAINMASTER EVOLUTION DX CONTROLLER ASSEMBLY 975XLS SERIES, 1-1/2" REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY fill SUPERIOR 320D-R SERIES 1-112" NORMALLY CLOSED, RECYCLED WATER, MASTER CONTROL VALVE IE] HYDROSCAPE FS-150, 1-1/2" FLOW SENSOR @ NELSON 7645, 1" NON-POTABLE, QUICK COUPLER VALVE WITH PURPLE LOCKING COVER • RAINBIRD PESB-R-NP-HAN SERIES, RECYCLED WATER, PLASTIC REMOTE CONTROL VALVE -WATTS B-6080-SS-SH FULL PORT BRONZE BALL VALVE -AS APPROVED PURPLE RECYCLED WATER PVC PIPE 2" · 2-1/2" CLASS 315 AS MAINLINES 18" BELOW GRADE CONTROLLER/ ~----VALVE NUMBER '-----VALVE SIZE 091407 ~---------------J, R I D G E LANDSCAPE ARCHITECTS 755RaintrMOrive, Suil8300 ~.CA92009 1. 760 43a 1002 Fax 760 438 1155 www.ridgeia.com L.A. Md{ EXP. REVIEWED BY, INSPECTOR I I REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. -,/4, /,,_,, 13106 RS PAVING REVISIONS ~ b,1-=1-=,o-=-7r:R::-:S:-t''!"!"'-A:-::Sc,-B:::U-::l:-:L T=R=Ev-::1-=-s,.,1oc:-Nc::S----------1f---1 11H/1 DATE BY DESCRIPTION APP'O REVISIONS ~~ APPROVED FOR PLANTING AND U, -- IRRIGATION ONLY, INCLUDING PRECISE 0 LOCATION OF PLANTING AREAS. f f ~ll ~~:~~ II~~~ IRRIGATION AS BUil T PLAN BRESSI RANCH LOT 16 DWH 1Y JS CHKD IY_ccRccS __ Fl[LO IY rnc laCTNO.. PIP 05-19 11 DATE --NQ, 440-3L L3.1 1-1---- I '. r I .. . KEYMAP NOTTO SCALE 1J ----( .. -: ._,-.)._, ' ~~ •• t :r \ t ' -i ; I I I I ' I I ' I I 34 -,.,_ ' . , ) ,_, ,, '' -J PROPERTY BOUNDARY LINE I RO.W LINE -· I I • , ~ PROPERTY BOUNDARY ,-., 1 LINE ,~-.: ~~ ') I '' ' ' " ' I ~1-1_!_ , l"l ;~ i...s-, \ - I I I . I I , I SYMBOL QT H F b "' ch V IV "' 'o/ C · ·'l lJ ; L-., 'Iii "I ■ ;..c ~ ........ '.,~ (,"I~. {~ l!le • 0 0 ;_,) 'l' <I' ,.. 8 MANUFACT. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD P.O.C. AS-BUil T IRRIGATION LEGEND MODEL NO. I DESCRIPTION 1 B06-SAM-1 D-LA-PCS-0201030I040 POP-UP TURF HEAD WIN.P. CAP 1 B06-SAM-1 D-LA-PCS-040/060/090/175 POP-UP TURF HEAD W/NP. CAP 1 B06-SAM-12-PCS-060/090I125/260 POP-UP TURF HEAD W/N.P. CAP 1806-SAM-15-PCS-090I125I175/370 POP-UP TURF HEAD WIN.P. CAP 1806-SAM-15EST/SST-PCS-060I125 POP-UP TURF HEAD W/N.P. CAP 1B12-SAM-1 0-LA-PCS-020I030/040 POP-UP SHRUB HEAD W/N.P. CAP 1812-SAM-1D-LA-PCS-040/060/090/175 POP-UP SHRUB HEAD WIN.P. CAP 1812-SAM-12-PCS-060/090/125I260 POP-UP SHRUB HEAD WIN P CAP 1B12-SAM-15-PCS-090/125I175I370 POP-UP SHRUB HEAD W/NP. CAP 1812-SAM-15EST/SST-PCS-060I125 POP-UP SHRUB HEAD WIN .P, CAP 1-1/2" RECLAIMED IRRIGATION METER WITH 2" SERVICE LINE GPM RADIUS ,20, .30, ,40 5 FT ,39, ,52, .79, 1.57 10 FT .65, .87, 1.3, 2.6 12 FT .93, 1.23, 1,85, 3,70 15 FT 61 , 1 21 4X15 FT 4X30 FT .20, .30, .40 5 FT .39, .52, .79, 1.57 10 FT .65, ,87, 1,3, 2,6 12 FT .93, 1.23, 1.85, 3.70 15 FT ,61 , 1.21 4X15FT 4X30 FT li:I HYDROSCAPE HS16-SDX48S/HSDX-03/HSRSE-DXI PROMAX, 48 STATION RAINMASTER EVOLUTION DX CONTROLLER ASSEMBLY --- If! WILKINS 975XLS SERIES, 1-1/2" REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY l'iZJ SUPERIOR 3200-R SERIES 1-1/2" NORMALLY CLOSED, RECYCLED WATER , MASTER CONTROL VALVE E] HYDROSCAPE FS-150, 1-1/2" FLOW SENSOR @ NELSON 7645, 1" NON-POTABLE, QUICK COUPLER VALVE WITH PURPLE LOCKING COVER • RAINBIRD PESB-R-NP-HAN SERIES, RECYCLED WATER, PLASTIC REMOTE CONTROL VALVE -WATTS B-608D-SS-SH FULL PORT BRONZE BALL VALVE -AS APPROVED PURPLE RECYCLED WATER PVC PIPE 2" • 2-1/2" CLASS 315 AS MAINLINES 18" BELOW GRADE CONTROLLER/ .-----VALVE NUMBER '-----VALVE SIZE 091407 APPROVED FOR PLANTING AND .: :-£ IRRIGATION ONLY, INCLUDING PRECISE (i\ -- LOCATION OF PLANTING AREAS. tJ) C>(.>,), r----::::-----T--------,-------.--;-;-;-;-;-;-;-;-;;-,-----------r----------------t1~-~8~. ~ll!!!!!!!!!!!!!!C!!!!l!!!!i!!!!T!!!!O!!!!F!!!!C!!!!A!!!!.R!!!!L!!!!a!!!!a_!!!! ..... !!!!!!!!!!!!!!!!!!'1\!!1--19'!!!!.dl c~ .... · r I r ·As Bu I Lr REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ____ _, -ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO Pl Vtr••· Dm-M I NT • IMPLEMENTATION IN FIELD. ~ / 1 /2EJ/4-7 F-'I1.;::.31..:.06+R:::.S~1.,.o..:.P.:..:Ac:..Vl::..:N=Gc:..R.;::.E.:..:Vl=S=IO.:..:N.;::.S _________ ,1.-__ IRRIGATION AS BUILT PLAN ~ 0 10 20 40 BCAI F 4ND NORTH 60 R I D G E LANOSGA PE ARCHITECTS 755 -llrNe, Sudo 300 Cnbod, CA 92009 T~ 760 ◄38 1002 Fu 760 -4381155 www.~ll.com ~ /17/07 RS AS-BUILT REVISIONS BRESSI RANCH LOT 16 LA. uo7 EXP. :13~11 R[Vl[WED BY: DATE BY DESCRIPTION APP'O INSPECTOR REVl810N8 I I PLANNING OWN IY __ J~-- CHKD IY _.;..R:,::S __ Fl(lO IY PIP 05-19 11 DATE --NO. 440-3L LS.2 l I 42 KEYMAP NOTE A: POINT OF CONNECTION SHALL BE AN 1-1/2" RECYCLED WATER IRRIGATION METER '1111TH A 2" SERVICE LINE. STATIC WATER PRESSURE DESIGN WATER PRESSURE MAXIMUM SYSTEM DEMAND RESIDUAL PRESSURE 96PSI 82PSI 45GPM 14PSI SYMBOL AS-BUILT IRRIGATION LEGEND QT H F MANUFACT. MODEL NO./ DESCRIPTION GPM b a _ RAIN BIRD 1806-SAM-1 O-LA-PCS-020/030/040 POP-UP TURF HEAD W/N.P. CAP .20, .30, .40 V '¥ ><:' \• RAIN BIRD 1806-SAM-1 O-LA-PCS-0401060/0901175 POP-UP TURF HEAD W/N.P. CAP · .39, .52, .79, 1 .57 .65, .87, 1.3, 2.6 RADIUS 5 FT 10 FT 12 FT ~ RAIN BIRD 1806-SAM-12-PCS-060/090/125/260 POP-UP TURF HEAD W/N.P. CAP ~ · "I "'! ■ RAIN BIRD 1806-SAM-15-PCS-090/125/175/370 POP-UP TURF HEAD W/N.P. CAP ,.-, .ii RAIN BIRD 1806-SAM-15EST/SST-PCS-060/125 POP-UP TURF HEAD W/N.P. CAP .93, 1.23, 1.85, 3.70 15 FT .61, 1.21 >-• • RAIN BIRD 1812-SAM-10-LA-PCS-020/030/040 POP-UP SHRUB HEAD W/N.P. CAP .20, .30, .40 4X15 FT 4X30 FT 5 FT C , "' ♦ RAIN BIRO 1812-SAM-10-LA-PCS-040/060/090/175 POP-UP SHRUB HEAD W/N.P. CAP .39, .52, 79 , 1.57 10 FT <, ~ ~ • RAIN BIRD 1812-SAM-12-PCS-060/090/1251260 POP-UP SHRUB HEAD W/N P. CAP .65, .87, 1.3, 2.6 12 FT Q :> _, ,r, RAIN BIRD 1812-SAM-15-PCS-090/12511751370 POP-UP SHRUB HEAD W/NP. CAP .93, 1.23, 1.85, 3.70 15 FT -,. RAIN BIRD 1812-SAM-15ESTISST-PCS-0601125 POP-UP SHRUB HEAD W/N.P. CAP POC 1-112" RECLAIMED IRRIGATION METER WITH 2'' SERVICE LINE .61 , 121 4X15 FT 4X30 FT C) HYDROSCAPE HS16-SDX48S/HSDX-03/HSRSE-DX/ PROMAX, 48 STATION RAINMASTER EVOLUTION DX CONTROLLER ASSEMBLY WILKINS 975XLS SERIES, 1-112" REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY ~ SUPERIOR 3200-R SERIES 1-112" NORMALLY CLOSED, RECYCLED WATER, MASTER CONTROL VALVE I I 39 19 ,.s· I I ' ' ,_ Ir I r l ~. I ' ,\ l - • I Ci I I '.1 I 'I 11 ·- I I / I . I 1-J•-1-1 I I I i I I ~PROPERTY BOUNDARY LINE I I ·1 I I .I I I I I I I -- [l HYDROSCAPE FS-150, 1-112" FLOW SENSOR @ NELSON 7645, 1" NON-POTABLE, QU ICK COUPLER VALVE '1111TH PURPLE LOCKING COVER • RAINBIRD PESB-R-NP-HAN SERIES, RECYCLED WATER, PLASTIC REMOTE CONTROL VALVE -WATTS B-6080-SS-SH FULL PORT BRONZE BALL VALVE -AS APPROVED PURPLE RECYCLED WATER PVC PIPE 2" • 2-1/2" CLASS 315AS MAINLINES 18" BELOW GRADE CONTROLLER/ ~----VALVE NUMBER Al 35 --G.P.M t----- 1. s • ~----VALVE SIZE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . 091407 i~ .------------------.. -------------.------------------~"""----------------••RE•v-1s·1·o·N·s·M·u·s·T·B·E·A·P·PR•o•v•E•D•B•Y•P•u•B•L•1c·H·EA-LT•H•E•NG-1N·E·E·R·. ---+1!!!!•!! 9 !!!!'!!!!!1'!!!!!!!!!!!!2!!1!! .•!!~v!!,.!!o!!_!!F!!!!~!!AR!!•!!,.!!k!!~!!w!!•!!!!NT!l!!!!!!!!!!!"!!J !!•!!!!!! 9 '!!*!!!!!1'1I ~ ~• • AS-BU IL,. ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO .......... _ ~ ~4-IMPLEMENTATION IN FIELD. _:::,, ;7/4//41' 113/06 RS 1 PAVING REVISIONS IRRIGATION AS BUILT PLAN 0 10 20 40 NOTTO SCALE 8CALE AND NORTH 60 R I D G E LANDSCAPE ARCHITECTS 755 Raint!M Drive, Suilo 300 Cnbod, CA 92009 T• 760 438 1002 Fax 7604381155 www.ridgela.com ~ 117107 RS AS-BUILT REVISIONS BRESSI RANCH LOT 16 L.A. zeor EXP. s/44/4; REVIEWED BY : INSPECTOR i, . -z..c:n CATE PLANNING 1---+--+------------------+-A-P-P'-o-1 ~DW~N~l'l~-~~~J~st~~~~lF~,~ .. ~a~■~C~T~Nl~O~. =r1=~-~ .. ~W~IW~l■~-~-7 OAT[ BY DESCRIPTION RS CHKD I'( ___ _ REVl810N8 nELD BY PIP 05-19 440-3L DATE L3.3 .. - RECYCLED WATER PLAN NOTES 1. All work shell be done in accordance with the City of Carlsbad's Rules and Regulations 2. Drinking water fountains and designated outdoor eating areas shall be protected against oontactwith recycled water spray, mist or runoff. 3. Best management practices shall be used to eliminate or control to the best possible; ponding, run-off, over~spray and misting. 4. Hose bibbs are strictly prohibited. 5. Cross -conneclions 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 Cityof Cartsbad. 7. All mainline pipe shall have warning tape per the Cily of Carlsbad's Rules arld Regulations. 8. Hours for irrigation with recycled water are from 10:00 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 lhe supervision of lhe desigriated user supervisor. Irrigation with water of a lesser quality than disinfected tertiary recycled water shall be between the hours of 10:00 p.m. and 6:00 a.m. 9. Burial of all wiring and pipe shall meet lhe City of Carlsbad's Rules and Regulations. 10. Non-designated use areas shall be protected from contact with recycled water, whether by windblown spray or by direct application through irrigation or other use. Lack of protection, whether by design, construction practice or system operation, is strictly prohibited. 11. Irrigation heads shall be relocated or adjusted to minimize or eliminate over-spraying on sidewalks, streets and non-designated use areas. 12. Recycled water quick coupling valves shall be of a type designed for use on recycled water distribulion systems per the City of Carlsbad's Rules and Regulations. 13. All appurtenances (sprinkler heads, valve boxes, etc.) on recycled water systems shall be color-eoded purple per AWWA guidelines and Section 116815 of the California Health and Safety Code. 14. All irrigation pipe shall be stenciled with the warning "Non-Potable or Recycled Water'', color coded (purple) and laid with the warning tape and stenciling oriented toward the top of lhe trench per the City of Carlsbad's Rules and Regulations. 15. On new on-site systems (post meter), potable water, constant pressure recycled water and sewer lines shall be placed a minimum of four feet apart or as directed by the project engineer and/or regulatory agency. Mearsurements shall be between facing surfaces, no pipe center lines. 16. Constant pressure recycled water lines shall cross et least twelve inches below potable water lines and maintain at least twelve inches crossing separation belween other utilities. 17. If a constant pressure recycled water line shall 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 proteclive sleeve as per the City of Carlsbad's Rules and Regulations. 18. Developer/Contractor shall conduct a cross-connection test and coverage test as directed by the City of Carlsbad and/or the San Diego County Department of Environmenlal Health prior to any use of recycled water. 19. The required cross-connection inspection shall be done by either the Carlsbad 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 proposed for recycled water "Do Not Drink" signs shall be placed as directed by the City. 21. A physical separation shall be provided between adjacent areas irrigated with recycled water and potable water. Separation shall be provided by dislance, concrete mow strips or other approved methods. 22. All pressure mainline pipe from the recycled water system shall be installed to maintain a 10 foot minimum horizontal separation from all potable water pipe. Where recycled and potable water pressure mainline pipe cross, the recycled water pipe shall be installed below the potable water crossing in a cl 200 purple pvc sleeve which extends a minimum of 5 feet on either side of the potable water pipe. Provide a minimum vertical clearance of 12 inches. 23. Contact the City's Office two days prior to the irrigation ooverage test and arrange a walk through of the system. Failure to comply with any or all of the above guidelines puts your system in violation of the District's Rules and Regulations, and will result in termination of seNice until the appropriate corrective steps have been taken. IRRIGATION NOTES ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 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. 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9 CONTRACTOR IS TO PROVIDE ONE ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 10 ALL PIPE AND I OR WIRE UNDER PEDESTRIAN PAVING AREAS TO BE INSTALLED IN A PURPLE RECYCLED WATER PVC PIPE SCH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. ALL PIPE AND/ OR WIRE UNDER VEHICLE PAVING AREAS TO BE INSTALLED IN A SCH. 80 SLEEVE THREE TIMES THE DIAMETER OF THE PIPE OR WIRE BUNOLE CARRIED ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11 ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE. 12 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN ORADJUSTh1ENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS, RIDGE LANDSCAPE ARCHITECTS RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. 14 INSTALL POP-UP SPRINKLER ASSEMBLIES WITHIN 10-FEET OF ALL PEDESTRIAN USE AREAS AND WITHIN THE PUBLIC RIGHT-OF-WAY. 15 INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE. IRRIGATION MATERIAL LEGEND SYMBOL MANUFACT. NO SYMBOL AS APPROVED NO SYMBOL 3M NO SYMBOL T. CHRISTY'S NO SYMBOL AS APPROVED NO SYMBOL AS APPROVED NO SYMBOL AS APPROVED NO SYMBOL K.B.I. NO SYMBOL K.B.I. @ AS APPROVED ~ AS APPROVED Arrowhead JAN FEB lrriaation Schedule 6 Davs week ETo/Mo 2.2 2.6 POC I Controller A ETo/Drtv 008 0.11 Tvne AKc Pr Rate IE Shurb Sorav 0.4 1.74 0.7 1.6 2.1 37 Otv. of Valves Total Run Times 59 79 Shrub Rotors 0.4 0.5 0.8 4.9 6.5 2 Qtv. of Valves Total Run Times 10 13 Turf Sorav 0.9 1 74 0.7 3.6 4.8 5 Qtv. of Valves Total Run Timas 18 24 Total Valves: 44 TOTAL RUN TIMES /HRS : 1.5 1.9 JAN FEB MODEL NO./ DESCRIPTION IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) DBY DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS RECLAIMED WATER VALVE 1.D. TAG INSTALL WITHIN EACH VALVE BOX TYP. ALL VALVE BOXES SHALL BE PURPLE COLOR CODED AND MARKED AS REQUIRED ALL VALVES SHALL HAVE RECLAIMED WATER ID TAGS INSTALLED AS REQUIRED CONTROLLER SHALL HAVE RECLAIMED WATER PLACARDS INSTALLED AS REQUIRED KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, WHEN RCV IS HIGHER THAN THE SPRINKLERS RECYCLED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER PER THE CARLSBAD MUNICIPAL WATER DISTRICT AND SAN DIEGO WATER RECYCLING REQUIREMENTS FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS ' ALL EQUIPMENT SHALL COMPLY WITH CARLSBAD MUNICIPAL WATER DISTRICT RECYCLED WATER REQUIREMENTS FOR RECYCLED WATER 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 APPROPRIAlE WATER FOR EACH VALVE CIRCUIT. MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Total: 3.4 3.7 4.9 4.6 4.6 5.1 4.1 3.3 2.4 1.9 42.B 0.13 0.14 0.1B 0.18 0.17 0.19 0.16 0.12 0.09 007 2.5 2.8 3.6 3.5 3.4 3.7 3.1 2.4 1.8 1.4 Min/Dav 92 104 132 129 124 138 115 89 67 51 Total Min/Dav 7.6 8.5 10.9 10.6 10.2 11,3 9.5 7.3 5.5 4.2 Min/Dav 15 17 22 21 20 23 19 15 11 8 Total Min/Dav 5.6 6.3 8.0 7.8 7.6 8.4 7.0 5.4 4.1 3.1 Min/Dav 28 32 40 39 38 42 35 27 20 16 Total Min/Dav 2.2 2.5 3.2 3.2 3,0 3.4 2.8 2.2 1.6 1.3 MAR APR MAY JUN JUL AUG SEP OCT NOV DEC DETAIL K,L,M M N/A NIA NIA J NIA N/A N NIA Q b. <, t, □ ~ ._ (:) i:, i:, G ... (j) @ (?) @) -- SYMBOL T H F -""-_,h_ <, " • ll> 'Iii' w □ El ;:p C'l l"I ■ 6 I.ii ... _._ 0 e 0 ~ e • ~ e • 0 0 + "" • ... (2)~ @ @ @ @ <ID @ @ Ill'] lt5l ISi 121 IEI - • @ ICI NO SYMBOL NO SYMBOL 18] IEJ NO SYMBOL MANUFACT. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRO RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD HUNTER HUNTER HUNTER HUNTER P.0.C. WILKINS WILKINS HAYWARD SUPERIOR HYDROSCAPE WATTS RAINBIRD NELSON HYDROSCAPE HYDROSCAPE HYDROSCAPE HYDROSCAPE N/A AS APPROVED AS APPROVED AS APPROVED AS APPROVED IRRIGATION MATERIAL LEGEND MODEL NO./ DESCRIPTION 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 5-QfT/H NOZZLES WITH N.P. CAP 180,6-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 8-QfT/HIF NOZZLES WITH N.P. CAP 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 10-Q/T/H/F N=LES WITH N.P. CAP 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 12-Q/T/H/F NOZZLES WITH N.P. CAP 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD 15-Q/T/H/F N=LES WITH N.P. CAP 1806-SAM-PRS 15EST/15SST POP-UP TURF HEAD WITH N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD 5-Q/T/H NOZZLES WITH N.P. CAP 18112-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD 8-QfT/H NOZZLES WITH N.P. CAP 18112-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD 10-0/T/HIF NOZZLES WITH N.P. CAP 1812-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD 12-0/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/15SST/15CST POP-UP SHRUB HEAD WITH N.P. CAP 1806-SAM-PRS POP-UP BUBBLER HEAD WI RAIN BIRD 5FB/5CST-PCS-040 NOZZLES, USE 5F-B NOZZLES FOR PLANTERS WIDER THAN 2112', USE 5CST-B NOZZLES FOR PLANTERS LESS THAN 21/2' WITH N.P. CAP NOTE: 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 ALL SPRAY HEAD BODIES SHALL HAVE FIELD INSTALLED RECYCLED WATER IDENTIFICATION BODY CAP# 1800 NP COVER PGJ-12-A-V-R W/ NOZZLES .75/1.0/2.0 HIGH POP SHRUB ROTOR HEAD PGH-ARV/36V WI NOZZLES 01 /04/06 HIGH POP SHRUB ROTOR HEAD PGH-ARV/36V WI NOZZLES 03105/08 HIGH POP SHRUB ROTOR HEAD PGH-ARV/36V W/ NOZZLES 04/06/09 HIGH POP SHRUB ROTOR HEAD NOTE .75, 1.0, 2.0 .60, 1.4, 2.4 1.0. 1.8, 3.7 1.4, 2.4, 4.9 PSI 30 30 30 30 30 30 30 30 30 30 30 30 30 40 40 40 40 NOZZLES NUMBERS WITHIN THE ROTOR HEAD SYMBOLS DO NOT EXACTLY CORRESPOND TO THE HUNTER NOZZLE NUMBERS. NOZZLE NUMBERS FOR QUARTER, HALF, AND FULL HEADS ARE SHOW WITHIN THE HEAD MODEL NUMBER AS SHOWN IN THE LEGEND. 1-1/2" RECYCLED WATER IRRIGATION METER WITH A 2" SERVICE LINE, VERIFY SIZE, PRESSURE AND LOCATION IN FIELD 975XLS SERIES, 1-1/2" REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY 500HLR 1-112" PRESSURE REGULATOR. INSTALLED AS PART OF BACKFLOW ASSEMBLY MODEL #72 BASKET STRAINER, 2" SIZE, WITH FLANGED CONNECTIONS, AND 80 MESH FILTER ELEMENT 3200-R SERIES 1-1/2" NORMALLY CLOSED, RECYCLED WATER, MASTER CONTROL VALVE FS-150, 1-1/2" FLOW SENSOR, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER B--6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE USE ON 2-1/2" MAINLINE AND SMALLER, LINE SIZE UP TO 2", USE 2" ON 21/2" LINE PESB-R-NP-HAN (1" OR 1-1/2") SERIES, RECYCLED WATER, PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN 7645, 1" NON-POTABLE, QUICK COUPLER VALVE WITH PURPLE LOCKING COVER HS16-SDX48S/HSDX-03/HSRSE-DX/ PROMAX. 48 STATION RAIN MASTER EVOLUTION DX CONTROLLER ASSEMBLY, FOR FURTHER INFORMATION CONTACT ERIC ANDERSON AT HYDRO-SCAPE (858) 560-6611 PMRKIT PERMANENT MOUNTED REMOTE RECIEVER KIT SB--16SS STRONGBOX STAINLESS STEEL TOP ENTRY CONTROLLER ENCLOSURE, AS PART OF HYDRO-SCAPE ASSEMBLY RAIN SENSOR, MOUNT TO REAR OF ENCLOSURE AND WIRE TO CONTROLLER, AS PART OF HYDRO-SCAPE ASSEMBLY 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD PURPLE RECYCLED WATER PVC PIPE 3/4" -2" SCH. 40 AS LATERAL LINES 12" BELOW GRADE PURPLE RECYCLED WATER PVC PIPE 2" -2-1/2''CLASS 315AS MAINLINES 18" BELOW GRADE ALL MAINLINE SHALL HAVE CONCRETE THRUST BLOCKS INSTALLED PER OETAIL RADIUS 5FT 8FT 10 FT 12 FT 15 FT 4X15 FT 4X30 FT 5FT 8FT 10 FT 12 FT 15FT 4X15 FT 4X30 FT 3FT 18 FT 25FT 30 FT 35 FT PURPLE RECYCLED WATER PVC PIPE SCH. 40 AS SLEEVING UNDER PEDESTRIAN PAVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. PVC PIIPE SCH. 80 AS SLEEVING UNDER VEHICLE PAVING, THREE TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. LATERAL SLEEVE DEPTH UNDER VEHICLE PAVING= 36", LATERAL SLEEVE DEPTH UNDER PEDESTRIAN PAVING= 18", MAINLINE/ WIRE SLEEVE DEPTH UNDER VEHICLE PAVING= 36", MAINLINE/ WIRE SLEEVE DEPTH UNDER PEDESTRIAN PAVING= 18" ,------VALVE NUMBER 5 30 -----G.P.M. 1.5" ~----VALVE SIZE DETAIL A A A A A A A A A A A A A A A A A P,Q B B C D E F G,1 H,I J N/A N/A J N/A K K,0.Q 0 L FOR IRRIGATION PLANS, SEE SHEETS L3.1 -L3.3 (7-9). FOR IRRIGATION DETAILS, SEE SHEET L4.2 (11). APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 760 4381155 www.ridgela.com FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (16-19). "AS-BUILr DATE L.A. EXP. REVIEWED BY, INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD, CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE IRRIGATION LEGEND BRESSI RANCH LOT 16 I AP OVED r-+--t-----------+--_____, luotr b/Zl&>@b f--+--+----------------1----J ;:===~P:;LA:::N:=N:=l=;N';:G=======:::;-;:=:::D::A:::TE::===~ DATE BY DESCRIPTION REVISIONS APP'D OWN BY_--"M""J __ CHKD BY __ R_S __ FIELD BY PROJECT NO. DRAWING NO. PIP 05-19 440-3L L4.1 ,-------FINISHED GRADE IN TURF A.REAS ,------PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. 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 )r\\l+l~+lia;a;---wARNING PLASTIC TAG "RECYCLED WATER -DO NOT DRINK" IN ENGLISH AND SPANISH PVC MAINLINE PIPE PER SPECISIFICATION L.e:-.J----4"X6" BRICK SUPPORTS (4 REQ.) c__ ________ LANDSCAPE FABRIC ~---------3/4"ROCK,2CUBICFT. L------------------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 VIEW-N.T.S. FLOW SENSOR STAINLESS STEEL FLIP TOP LID, SHOWN IN OPEN POSITION ,,-,--RAIN SENSOR INSIDE A ~ STRONGBOX RGVRSS ENCLOSURE CONTROLLER-----~---TERMINAL STRIP FOR REMOTE CONTROL VALVE WIRE CONNECTION STAINLESS STEEL=---,r,,;;::::~;=~:::::i;f 16" WIDE TOP-ENTRY CONTROLLER ENCLOSURE NEMA 3R RAINPROOF RATED IWARNIOO I ---STAINLESS STEEL, U.L. LISTED, PREDRILLED, REMOVABLE BACKBOARD. REMOVABLE FRONT WARNING SIGN "RECLAIMED WATER DO NOT DRINK" IN ENGLISH AND SPANISH PANEL NOT SHOWN 1" PVC ELECTRICAL SWEEP FOR FLOW SENSOR WIRES POWER SWITCH---_,. AND RECEPTACLF, EPOXY SEALANT =>"TI CONCRETE PAD AS PER CONTROLLER ENCLOSURE MANUFACTURER'S SPECS. -'-~· . "' -FINISHGRADE -,-'!'!'!'[l!I""" .•• ~-~ .•• :· •. 11;;-;I I L.-~:-'--.•-'"" 1-•"-~II, ., _II 1 ' '11 3" PVC ELECTRICAL SWEEP FOR ~~==Jliiiii LOW VOLTAGE CONTROL WIRES "'1--------1" PVC ELECTRICAL SWEEP FOR 110VOLT POWER WIRES 1--------3/4" X 96" COPPER GROUND ROD CONNECT AS PER MANUFACTURER SECTION VIEW -N. T.S. 0 HYDROSCAPE CONTROLLER ASSEMBLY If~~~ ,------CONCRETE THRUST BLOCK, TYPICAL ,---MAINLINE PIPE -----j ---L~ UNDISTURBED SOIL --~IDT1 45 DEGREE ELL 90 DEGREE ELL THRUST BLOCKS TO BE -----CONCRETETHRUST 1 CUBIC FT OF CONCRETE BLOCK, TYPICAL THRUST BLOCKS TO BE --1~_)---~ -MAINLINE PIPE USED FOR 2-112" AND LARGER PLASTIC PIPE ml#.#1 r==M--UNDISTURBED SOIL WRAP PLASTIC FITTINGS USING BLACK PIPE TAPE ALL CONCRETE TO BE PORTLAND CEMENT 420-C-2000 TEE @ PLAN VIEW -N.T.S. THRUST BLOCKS STREETS 3.5 FEET POTABLE SERVICE LINE ----~ (SEE IMPROVEMENT DRAWINGS) \ 12" MINIMUM REQUIRED VERTICAL SEPARATION ----~ RECYCLED WATER IRRIGATION --------• MAINLINE W/ SLEEVE g NOTE: ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABLED AS SPECIFIED IN: "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" "CARLSBAD RELAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS", OCTOBER 1993 SECTION VIEW -N.T.S. @POTABLE MAINLINE CROSSING ,-------FINISHED GRADE IN TURF AREAS .-----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PURPLE COVER USE STAINLESS BOLT, NUT, AND WASHER BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "MV" ONTO LID. MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. ,----------aNARNING PLASTIC TAG "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH ~FINISHED GRADE IN SHRUB AREAS ,--',-\IT=::lffi:::::'irr--24" WIRE LOOP WITH WATER PROOF WIRE CONECTORS USE WHITE AND RED COLOR WIRES WITH STRIPE VALVE ID TAGS PVC SCH 40 FEMALE ADAPTER, 2 REQUIRED ~--PVC MAINLINE TO FLOW SENSOR, PURPLE "ALERT LINE" PIPE, SEE SPECS. :!t;c$J---4 "X6" BRICK SUPPCRTS (4 REQ.) '-------BRASS UNION '---------BRASS NIPPLE TYP. '----------LANDSCAPE FABRIC '-----------3/4" ROCK, 2 CUBIC FT. PVC MAINLINE PURPLE PIPE FROM BACKFLOW PER SPECS. NOTE: 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 ,I . 2" 12" 12" 12" PLAN VIEW-NI 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"s1/8" ALUMINUM PAINTED TO MATCH PURPLE PMS #266 5. HP WHITE VINYL GRAPHICS SECTION VIEW -N.T.S. 5 CAUT RECLAIMED WATER USl!D FOR IRRIGATION DO NOT DRINK CUIDADO DUA RECLAIIADA UNICAIIENTE PARA REGAR PROHIBO TOIIAR 12"TYP. . I 4 ® RECLAIMED WATER SIGN METER BOX W/ METER-------.,, SIDEWALK ------...,_ CURB----- APPROX. 8" POTABLE SERVICE LINE 24" 10' MIN. TO POTABLE MAINLINE IN STREET ?8 ---------------rU RECYCLED WATER IRRIGATION MAINLINE W/ SLEEVE NOTE: VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF POT ABLE WATER LINE. INST ALL.A TION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK IWLL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. SECTION VIEW -N.T.S. 12" MIN. ® POT ABLE SERVICE LINE CROSSING - FINISHED GRADE IN TURF AREAS ,------PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PURPLE COVER. USE STAINLESS BOLT, NUT, AND WASHER BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BS", "RECYCLED WATER" ONTO LID. BASKET STRAINER. SEE LEGEND FOR SPECIFICATION ffil 11;; ;ii 1f/i,,,,,="1'==t,,==""'\\-~ :~~!~ED GRADE IN SHRUB -.wimwm : m--m ,-i-\lltEltf:':----wARNING PLASTIC TAG -111-11 ·,.._.;;,,, "RECYCLED WATER -DO NOT DRINK" ~:a-~='j:;s~-IN ENGLISH AND SPANISH Eltl:::Jl'---''---'---,..1 PVC SCH 40 FEMALE ADAPTER 2'1 ~ --PVC MAINLINE PURPLE PIPE 'tl_cc:r.oo: TO MASTER VALVE, ~/ PIPE PER SPECS. • .~$ Q q~~~!l!!Q~---4'?<6" BRICK SUPPORTS (4 REQ.) '--------BRASS UNION c__ _______ BRASS NIPPLE TYP. ~--------LANDSCAPE FABRIC '----------3/4" ROCK, 2 CUBIC FT. '--------------------PVC MAINLINE PURPLE PIPE NOTE: FROM P.O,C. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE BASKET STRAINER ASSEMBLY. SECTION VIEW -N.T.S. © BASKET STRAINER -------FINISHED GRADE IN TURF AREAS l ~----PURPLE PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER It NOTES: HEAT BRANO "OCV" ONTO LID. -FINISHED GRADE IN SHRUB AREAS ,;--1\i!±~±!;r;--WARNING PLASTIC TAG "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH ~~'F='--......1~~~--QUICK COUPLER VALVE, ACME THREADED SEE LEGEND FOR SPEC. ll:::::1,~--11-----GALV. PUNCH LOC (2 REQ.) -.,,,---➔----BRASS NIPPLE (LENGTH AS REQ.) _,,.,.--4"X6" BRICK SUPPCRTS (3 REQ.) .,,,--BRASS TRIPLE SWING JOINT (SIZE PER QCV) / USE TWO STREET ELLS, ONE NIPPLE (6" MIN. LENGTH), AND ONE THREADED ELL FOR ASSEMBLY '----L ez'...l--.J'---MAINLINE, SEE SPECS. 1----------#4 X 36" REBAR STAKE ~---------LANDSCAPE FABRIC ~-----------3/4" ROCK, 1 CUBIC FT. • 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 F-------LOW VOLTAGE WIRES, 3 MAXIMUM ,--------WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE a,(,-=faf=~•------CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE ,. _______ POLY TUBE PRE-FILLED WITH WATERPROOF GEL ~--LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCHLOK ELECTRICAL SPRING CONNECTOR WIRES SHALL BE PRE-STRIPPED OF 1/2" OF THE llf'-.ldl"i INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR. lWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. SCOTCH LOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS WIRE CONNECTOR SHALL BE A 3M OBY DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT2 -3#14 OR2#12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. SECTION VIEW_ N.T.S. WIRE CONNECTION ,-----------RIP DEVICE SEE LEGEND FOR SPECIFICATION ~-------BRASS BALL VALVE TYP. ,------+--r-;::::==i------BRASS NIPPLES MIN. 4" TYP ~-+----BRASS ELL, 4 REQUIRED ----BACKFLOW ENCLOSURE IF SPECIFIED L------PRESSURE REGULATOR SEE LEGEND FOR SPECIFICATION J..-----BRASS UNION, 2 REQUIRED ~=----,---,7"'."_,-...--,,,-t i::;'[ifI;!-~-~-~ BRASS RISERS LENGTH AS REQ. I br 3" '-.___ FINISH GRADE ~Jtqr1----PVC MAINLINE TO MASTER VALVE ~---SCH 80 PVC FEMALE ADAPTER '------SCH 80 PVC NIPPLE 6" MIN. '-----------CONCRETE SLAB, SEE BELOW ~---------------CONCRETE THRUST BLOCKS ~-----------------MAINLINE-SCHEDULE 'K' HARD COPPER NOTE: SECTION VIEW -N.T.S. IF PRESSURE REGULATOR IS SPECIFIED, INSTALL ON EITHER THE HORIZONTAL PIPING OR ON THE DOWNSTREAM LEG AS SPACE PERMITS. CONCRETE SLAB SHALL BE MINIMUM 4" THICK. 18"WIDE AND EXTEND AT LEAST 8" PAST THE BACKFLOW ASSEMBLY PIPING, IF BACKFLOW ENCLOSURE IS SPECIFIED IN THE LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER. INSTALL PER C.M.W.D. STANDARD DWG. #W-20 ® BACKFLOW DEVICE ,------FINISHED GRADE IN TURF AREAS LATERAL LINE-~- PURPLE PIPE FEMALEADAP .. -----;f;:::;j SCH. BO PVC WARNING PLASTIC TAG -~ "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH SCH. BO UNION------ 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 PRESSURE REGULATOR SEE LEGEND FOR SPECIFICATION 24" WIRE LOOP ::ial\,;::::;=i::;:+---VALVE ID TAG SECTION VIEW -N.T.S. PVC THO. ELL SCH 80 PVC CONTROL VALVE SCH 80 PVC NIPPLE TYP . 4"X6" BRICK SUPPCRTS (4 REQ.) IRRIGATION MAINLINE PURPLE PIPE 3/4" CRUSHED GRAVEL TWO CUBIC FEET LANDSCAPE FABRIC @ REMOTE CONTROL VALVE CLEAN COMPACTED BACKFILL PAVING, BY OTHERS -- UNDISTURBED SOIL " :ffi 36" VEHICLE / ----[ [ 1s· PEDESTRIAN::·- =[ = ·.. . LATERAL LINE IN SLEEVE CONTROL WIRE IN SLEEVE MAINLINE IN SLEEVE 6" NOTES: (2)WARNING TAPES 111 SLEEVES UNDER PEDESTRIAN PAVING SHALL BE SCH. 40, TWICE THE DIAMETER OF THE Pl PE OR WIRE BUNDLE CARRIED. SLEEVES LJNDERVEHICLE 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. SECTION VIEW -N.T.S. SLEEVE INSTALLATION FOR IRRIGATION PLANS, SEE SHEETS L3.1 -L3.3 (7-9). FOR IRRIGATION LEGEND, SEE SHEET L4.1 (10). ,----------INSTALL SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS NOTE: 1-------POP-UP SPRINKLER HEAD, SPRAY OR ROTOR SEE LEGEND FOR SPECIFICATION ~---------PURPLE COVER INSTALL SPRINKLER HEAD 1/2" ABOVE FINISHED GRADE IN SHRUB AND GROUND COVERS AREAS Wlllffilllfl% =I I 1-1 I 1=1 ------UNDISTURBED SOIL 111 1 Ii' 11 11 i' I IT ~-CONTRACTOR ASSEMBLED SWING JOINT, SIZE PER INLET, CONSISTING OF: TWO SCH. 40 PVC STREET ELLS ONE SCH. 40 PVC THO. ELL ONE 6" LONG SCH. 80 NIPPLE ONE SCH. 80 NIPPLE, LENGTH AS REQ. ,-----SCH 40 PVC SxSxT TEE FITTING LATERAL, SPRINKLER INLET SIZE ,---PURPLE LATERAL PIPE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS 12" FROM ALL BUILDINGS AND WALLS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. NOTE: SECTION VIEW -N.T.S. POP-UP SPRINKLER FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. ~-BALL VALVE, SEE LEGEND FOR SPECIFICATION -FINISHED GRADE IN SHRUB AREAS _',;.;--,"'-1\,U-,.m!,Wrri-----WARNING PLASTIC TAG "RECYCLED WATER -DO NOT DRINK" IN ENGLISH AND SPANISH 'I----PRESSURE SUPPLY LINE DEPTH AS PER SPECS. PURPLE "ALERT LINE" PIPE ~--PVC MALE ADAPTER 1.2:SJ·---BRICK SUPPORTS ~------BRASS UNION ~-------BRASS NIPPLE LANDSCAPE FABRIC fiELc-T,-9N-v,-Ew--N-.r-_s _______ 3/4" ROCK, 2 cus1c FT. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. ® DIMENSION SECTION VIEW -N.T.S. BALL VALVE A (2)WARNING TAPES B C LATERAL LINES, PURPLE PIPE, SEE SPECS 1/2" TO 2-1/2" IN SIZE 18" 12" 4" 3" TD 6" IN SIZE 24" X 4" SECTION VIEW -N T.S. ® PIPE INSTALLATION FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (16-19). APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. R I D G E LANDSCAPE ARCHITEc·s 755 Ram1ree Drive, Sude 300 Carlsbad, CA 92()1)J Tel 760 438 1002 Fa~ 7604381155 www.l'idgala.com L.A. REVIEWED BY, INSPECTOR ·As-BUILr DATE EXP. 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 DETAILS BRESSI RANCH LOT 16 440-3L L4.2 ------I \ \ \ I \ I , I I I \ \ I I I \ \ \ \ I \ I 20' PUB!.!C WTR \ [ASEMEIIT -~-1--W2:-< \ -~ . -_-::r :c --~ -iwJlSPPk:ZS Qffl'Oi> --- ' ... ! I I 'j -I / ,LI Ui\.!J ....J1l].WJ' C JI: -;_l:1' ! ' ' ' IJ'TTTT' JTJTf7]tnmJ r,' 'I r"""'lll"~ jl~Q.W ·2 , U .. ll.li..i..) .b~ ' I ,:,, I (i ..,.'17Trv-r 1 · : _ 1 _ ~ L / 111. IJlil<U!Ll'1./lWJJ1' :1 31 LC-111-11;"':■Jfw~ 'v.'.~i!'rJrr~·~..__: 5b...:.._· r,.,.. ..J.L.. LL •. J'LW.1 !lWl.l.ll.l.L... r illL u ... XL. ,..,.., -'\ KEYMAP 'NOT TO SCALE I I I \ I \ I I I I I , I I I I I I , I \ I PROPERTY BOUNDARY LINE I I I I I ' I \ I , I I I I \ \ \ I ' I '·, \ I \ \ ' I I \ I \ \ I 0 I I , I ' \ \ I I ' I \ I I I 10 EXISTING STREETSCAPE PLANTING TO BE PROTECTED IN PLACE NOTE: EXISTING SIDEW 20' PUBLIC WTR [A5£1,/[NT PRIOR TO THE START OF GRADING, THE APPLICANT DR APPLICANTS AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTAULATION FIRST COMMENCES . 20 40 60 &CALE AND NORTH PROPERTY BOUNDARY LINE I RO.W. LINE I I I L-1 ____ } I I --~ .,..._r, ••••• . . . . . . .. . " . . . . . . . • • " • • • •• + v V y V V PROPOSED BUILDING 1A1 I I ~ I I , .... ' ..... -· .. :::r.\:·:·--: :: :I >a\.:_ : '-.J •·. FOR PLANTING DETAILS AND NOTES, SEE SHEET L6.1 (15). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L?.1 -L?.4 (16-19). R I D G E LAND SCAPE ARCHITECTS 755 RaintrN ll'Ne, Suilt 300 Calobad. CA 92009 Tel 760 438 1002 Fax 7804381155 VNM,ridgell.com •AS-BUILT \~ L.A. EXP. REVIEWED BY: 11~-! ~, ~...;* :. • "2,.e 1 INSPECTOR OATE PLANTING LEGEND SYMBOl BOTANICAL I COMMON NAME MINIMUM SIZE COMMENTS DETAIL QTY. TREES: □ ◊ + • •• • ::r JACARANDA MIMOSIFOLIA I JACARANDA METROSIDEROS EXCELSUS I NEW ZEALAND CHRISTMAS TREE PLATANUS RACEMOSA I CALIFORNIA SYCAMORE PODOCARPUS GRACILIOR / FERN PINE QUERCUS AGRIFOLIA COAST LIVE OAK SCHINUS MOLLE I CALIFORNIA PEPPER TIPUANA TIPU I TIPU BRACHYCHITON POPULNEUS I BOTTLE TREE 24" BOX 10'H X4'W X 1-112" CAL. A 35 STD. 15 GAL. 7'H X 2'WX 1" CAL. A,B 17 STD. 15 GAL. 10'H X4'WX 1-112" CAL. A,B 22 STD. 24" BOX 9H X 3'W X 1-112" CAL. A,B 9 STD. 24" BOX B'H X 3'W X 1-112" CAL. A STD. 15 GAL. 5'HX 4'W A,B 23 MUL Tl-TRUNK 24" BOX 9H X 4'W X 1-112" CAL. A,B 41 STD. 15 GAL. 7'H X2WX 1" CAL. A,B 69 SHRUBS, GROUNDCOVERS and VINES: ® 0 0 .. 0 0 -........ ........ ........ . .. .. ... 0 ® ~ El1IlillTil ---· BACCHARIS THOMPSON I 1 GAL. COYOTE BRUSH BOUGAINVILLEA SPP . I 1 GAL. BOUGAINVILLEA CEANOTHUS G. 'CONCHA' I 5 GAL. PROSTRATE CEANOTHUS DIETES BICOLOR / 5GAL. BUTTERFLY IRIS HEMEROCALLIS HYRBRID I 1 GAL. DAYLILY HELICHTOTRICHON SEMPERVIRENS I 1 GAL. BLUE OAT GRASS HETEROMELES ARBUTIFOLIA/ TOYON MYOPORUM PARVIFOLIUM I PROSTRATE MYOPORUM LANTANA MONTIVEDENSIS / PURPLE LANTANA LIGUSTRUM J. 'TEXANUM' I TEXAS PRIVET 5 GAL. FLATS 5GAL. 5 GAL. PARTHENOCISSUS TRICUSPIDATA I 1 GAL. BOSTON IVY PITTOSPORUM T 'VARIEGATA' / VARIEGATED TOBIRA 5 GAL. RAPHIOLEPIS I. 'MAJESTIC BEAUTY'/ 5 GAL. INDIA HAWTHORN RHAMNUS C. 'EVE CASE' 5 GAL. DWARF COFFEEBERRY 1 GAL. ROSMARINUS 0 . 'PROSTRATUS' I FLATS PROSTRATE ROSEMARY SENECIO SERPENS/ FLATS N.C.N . STIPA TENUISSIUM I 1 GAL. MEXICAN FEATHER GRASS TRACHELOSPERMUM ASIATICUM / FLATS ASIATIC JASMINE WESTRINGIA 'WYNYABBIE GEM' I 5GAL. N.C.N. XYLOSMA 'COMPACTA'I 5GAL. SHINY XYLOSMA ANNUAL COLOR 4" POTS TO BE SELECTED BY LANDSCAPE ARCHITECT FESTUCA 'MARATHON II' I MARA THON FESCUE SODDED BIOSWALE HYDROSEED MIX: SEED FESTUCA ARUNDINACEA I TALL FESCUE AGROSTIS P. 'SEASIDE'/ SEASIDE BENTGRASS AGROSTIS GIGANTEA I REDTOP BENTGRASS STABILIZING BINDER 36"O.C. 36" o.c. 48" o.c. 36" O.C. 24" o.c. 24" OC 6' O.C. 12" o.c. 36" O.C . 30" o.c. 8' o.c. 42" O.C . 48" O.C. 6' o.c. 15' O.C. (SLOPE AREAS) 12" o_c 12" o.c . 30" o.c . 12" 0 C 48" o.c . 42" o.c. 8" DC 375 LBS./ ACRE 75 LBS. I ACRE 50 LBS. I ACRE 150 LBS . I ACRE C,D,F C,D,F C,D,F C,D,F C,D,F C,D,F C,D,F C,D,F C,D,F C,D,F E C,D,F C,D,F C,D,F D.F F F C,D,F F C,D,F C,D,F F 297 329 566 264 82 9 355 26 15 145 72 118 169 184 16 208 55 97 121 153 5,073 S.F. 10,435 S.F. DENOTES SOIL SAMPLE LOCATION· REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L6.1, FOR ADDITIONAL INFORMATION. DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. ROOT BARRIERS INSTALLED ADJACENT TO THE BIO-SWALE, SHALL NOT INTERFERE WITH DRAINAGE TO OR FROM THE BIO-SWALE SYSTEM. NOTE: MULCH ALL LANDSCAPE AREAS WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 091407 .;~ APPROVED FOR PLANTING AND (I' ...Z::: IRRIGATION ONLY, INCLUDING PRECISE 0 LOCATION OF PLANTING AREAS_ f t REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. PAVING REVISIONS AS-BUil T REVISIONS [eiiiii"ll r---7 __ (..,..) ~ ~ ~J:rui~ I~ +r LANDSCAPE PLANTING PLAN BRESSI RANCH LOT 16 -- APPROVE9 ( 1----+-+---------------+---i I 1'7-_k.. e:r~ t.({..c;,-t\- PL.ANNING DWN BY BD DATE BY DESCRIPTION APP'D ~=....LC:..;..i'-_____ _;;=;.;.;;.;...;.;.;;.;.;._ _______ ...L..:.c..:....::....~ I CHICD IY RS REVl8ION8 nELD IY PIP 05-19 11 DATE --NO. 440-3L L5.1 KEYMAP ~ I LO I -' I [ij I w I V5 I w I w I en I w I 3 ~ I (.) ~ ~ NOTTO SCALE EXISTING STREETSCAPE PLANTING TO BE PROTE pALOMARAIRPORi ROAD PROPERTY BOUNDARY LINE I R.O.W. LINE EXISTING STR EXISTING SIDE LACE PROPOSED BUILDING 1A1 '· '· FOR PLANTING DETAILS AND NOTES, SEE SHEET L6.1 (16). FOR LANDSCAPE SPECIFICATIONS, SEE SHEETS L7.1 -L7.4 (16-19). 20' PUBLIC WTR EASEllENT ' " ,;6 s,' ' ',_J ) / ';--""' NOTE: --- PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING. RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHO'htl ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHO'htl ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHO'htl ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. --- PLANTING LEGEND SYMBOL TREES: D ◊ + • •• • I BOTANICAL/ COIA«>N NAME JACARANDA MIMOSIFOLIA I JACARANDA METROSIDEROS EXCEL.SUS I NEW ZEALAND CHRISTMAS TREE PLATANUS RACEMOSA I CALIFORNIA SYCAMORE PODOCARPUS GRAC ILIOR I FERN PINE QUERCUS AGRIFOLIA COAST LIVE OAK SCHINUS MOLLE/ CALIFORNIA PEPPER TIPUANA TIPU / TIPU BRACHYCHITON POPULNEUS I BOTTLE TREE MINIMUM SIZE COMMENTS DETAIL QTY. 24" BOX 10'H X 4'W X 1-112" CAL. A 35 STD. 15 GAL 7'H X 2'WX 1" CAL. A,B 17 STD. 15 GAL. 10'H X 4'W X 1-112" CAL. A,B 22 STD. 24" BOX 9H X 3'W X 1-112" CAL A,B 9 STD. 24" BOX 8'H X 3'WX 1-112" CAL. A STD. 15 GAL. 5'HX4'W A,B 23 MUL Tl-TRUNK 24" BOX 9H X 4'W X 1-112" CAL A,B 41 STD 15 GAL. 7'HX2WX 1" CAL. A,B 69 SHRUBS, GROUNDCOVERS and VINES: © ® 0 0 ... 0 0 -......... ......... ....... ... . ........... 0 @ ~ [8]ITill] ·--- BACCHARIS THOMPSON / 1 GAL. COYOTE BRUSH BOUGAINVILLEA SPP . / 1 GAL. BOUGAINVILLEA CEANOTHUS G. 'CONCHA'/ 5GAL PROSTRATE CEANOTHUS DIETES BICOLOR / 5GAL BUTTERFLY IRIS HEMEROCALLIS HYRBRID / 1 GAL. DAYLILY HELICHTOTRICHON SEMPERVIRENS / 1 GAL. BLUE OAT GRASS HETEROMELES ARBUTIFOLIA / TOYON MYOPORUM PARVIFOLIUM / PROSTRATE MYOPORUM LANTANA MONTIVEDENSIS / PURPLE LANTANA LIGUSTRUM J. 'TEXANUM' / TEXAS PRIVET PARTHENOCISSUS TRICUSPIDATAI BOSTON IVY PITTOSPORUM T. VARIEGATA' / VARIEGATED TOBIRA RAPHIOLEPIS I. 'MAJESTIC BEAUTY'/ INDIA HAWTHORN RHAMNUS C. 'EVE CASE' DWARF COFFEEBERRY ROSMARINUS 0. 'PROSTRATUS' / PROSTRATE ROSEMARY SENECIO SERPENS/ N.C.N . STIPA TENUISSIUM / MEXICAN FEATHER GRASS TRACHELOSPERMUM ASIATIC UM / ASIATIC JASMINE WESTRINGIA 'WYNYABBIE GEM'/ N.C.N. XYLOSMA 'COMPACTA'/ SHINY XYLOSMA 5 GAL. FLATS 5 GAL. 5 GAL. 1 GAL 5 GAL. 5 GAL. 5 GAL. 1 GAL. FLATS FLATS 1 GAL. FLATS 5GAL. 5GAL. ANNUAL COLOR 4" POTS TO BE SELECTED BY LANDSCAPE ARCHITECT 36" O.C C,D,F 297 36" o.c. C,D,F 64 48" o.c C,D,F 329 36" O.C. C,D,F 566 24" o.c. C,D,F 264 24" O.C. C,D,F 82 6' o.c. C,D,F 9 12" o.c C,D,F 94 36"O.C C,D,F 355 30"O.C C,D,F 26 8' O.C. E 15 42" O.C. C,D,F 145 48" o.c. C,D,F 72 6'O.C. C,D,F 118 15' O.C. (S LOPE AREAS) DJ 169 12" o.c. F 184 12" o.c. F 16 30" O.C. C,D,F 208 12" o.c. F 55 48" o.c. C,D,F 97 42" O.C. C,D,F 121 B" O.C. F 153 FESTUCA 'MARATHON 11' / MARATHON FESCUE SODDED 5,073 S.F. BIOSWALE HYDROSEED MIX: SEED FESTUCA ARUNDINACEA / TALL FESCUE AGROSTIS P. 'SEASIDE'/ SEASIDE BENTGRASS AGROSTIS GIGANTEA I REDTOP BENTGRASS STABILIZING BINDER 375 LBS./ ACRE 75 LBS . I ACRE 50 LBS ./ ACRE 150 LBS. I ACRE 10,435 S.F. DENOTES SOIL SAMPLE LOCATION -REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L6.1, FOR ADDITIONAL INFORMATION. DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. ROOT BARRIERS INSTALLED ADJACENT TO THE BIO-SWALE. SHALL NOT INTERFERE WITH DRAINAGE TO OR FROM THE BIO-SWALE SYSTEM. NOTE: MULCH ALL LANDSCAPE AREAS WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 091407 -.. ...t:: ~~ ?c;., r---------.....--------,,---------......... --------.,,....-----------~!!!!!!!!!!!!!!!"J!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!l"I!!!!!!!!!!!!~ ~ r-·As -BU I Lr· REVISIONSMUSTBEAPPROVEDBYPUBLICHEALTHENGINEER, 1 ·13 I II 2f!r,.O.f ~~IINTAD 1r· 19·· 1 ~ 0 10 20 40 60 SCALE AND NORTH R I D G E LANDSCAPE ARCHITECTS 7 55 Raintree Dive, SI.lite 300 c«W>ad, CA 92009 T ti 760 43B 1002 Fax 760 438 1155 ww,,.ridgela.com L.A. REVIEWED BY: INSPECTOR I I I 'i:,•Z.-c:,1 DATE ASST. PLANNING DIRECTOR ANO DISTRICT ENGINEER PRIOR TO . ,,_.....,. ____ wsr-,...,_ . LANDSCAPE PLANTING PLAN BRESSI RANCH LOT 16 t---+--+------------+-------1 [~ 4> ~ f,•-Z,..c:,-i I APPRO~VED 1----+--+-----------------+-----< PUNNING DATE ;:::=====;;;;;=====;;:====:::::,;======; DWN BY_--=B'=D__ PRC ..... NO. 11 DM-NO. CHKD BY __ R_S __ n£U> IY PIP 05-19 440-3L DATE BY DESCRIPTION APP'O REVl810N8 L5.2 -• NOTE: PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME 'vVHEN 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 SHOWIN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. R/W -- PROPERTY BOUNDARY LINE / / / / / / / / / ~IGHT-DF-WAY LINE ' EX{STING SIDEWALK \ EXIS'.!;ING STREET CURB \_ ' PROTECT IN PLACE EXISTING TURF AND -POOOCARPU5'1'REES IN PARKWAY ADJACEN)\ TO NEW DRIVEWAY CAMf>B --. \~ -€e"Po 1\ ~- ,: ,..()/ '--", \,,'\~ ·\.\ ''\<'-:_ ~ ·--~ -' -~ \ l'. -· --7 1'' T Ii'' ', \ I '!.' ,,, i\ I '' ;.(I \\ '- KEYMAP -- NOTTO SCALE / I I 1·"""-· \ \ \ I I . \ \ \ \ : \ I \ \ \ I \ \ \ \ \ \ I I / / // / / MATCHLINE -SEE SHEET L5.1 (12) MATCHLINE -SEE SHEET LS.2 (13) -----\----: ~--~------------- ,( .·,,,,,...~-------------------------,-,-------------~~-~--· \..,,_ I \,, ' CHA~Gl;1iPLA T ANUS RACEMdsA ) (CALll>QRNIA SYCAMORE) A'!'",,. BOTTQM'QF BIOSWALES TO "' ALNul RHOMl!IFDLIA ('M-ilTE ALD,!;R) -( 16) TREES TOTAL " ' = \ \ ' 1B ,, ' ', PROPOSED BUILDING 181 ' ' ·, ~{,{~, '',_ -"'· ·-... , -~ ' - ' ·, ' ·, ', ,_ -' '·, SOIL SAMPLE LOCATION 3 OF 3 + 0 0 0 ·.· '/ I I I .,,___EXISTING SLOPE GROUNDCOVER PLANTING AND IRRIGATION TO BE PROTECTED IN PLACE FILL IN ANY BARE AREAS WITH FLATTED GROUNDCOVER, MATCHING SPECIES, PLANTED AT 12" O.C. PROPERTY BOUNDARY LINE 0 ·.· I I , . 1~~.~~ \ ' I, -0 0 -........ ........ .. . . . . . . ......... ~ LJ ~ ■--■ RHAMNUS C. 'EVE CASE' DWARF COFFEEBERRY ROSMARINUS 0 . 'PROSTRATUS' / PROSTRATE ROSEMARY SENECIO SERPENS/ N.C.N . STIPA TENUISSIUM / MEXICAN FEATHER GRASS TRACHELOSPERMUM ASIATICUM / ASIATIC JASMINE WESTRINGIA 'WYNYABBIE GEM'/ N.C .N. XYLOSMA 'COMPACTA'/ SHINY XYLOSMA 5GAL. 1 GAL. FLATS FLATS 1 GAL. FLATS 5GAL. 5GAL ANNUAL COLOR 4" POTS TO BE SELECTED BY LANDSCAPE ARCHITECT FESTUCA 'MARATHON II'/ MARATHON FESCUE SODDED BIOSWALE HYDROSEED MIX: SEED FESTUCA ARUNDINACEA / TALL FESCUE AGROSTIS P 'SEASIDE'/ SEASIDE BENTGRASS AGROSTIS GIGANTEA / REDTOP BENTGRASS STABILIZING BINDER I 6'0C · II I ' J y·,,,- 15' O.C. (SLOPE AREAS) C,D,F D,F 12" O.C. 12" O.C. 30" o.c. 12" o.c. 48" O.C. 42"0.C. 8" O.C. 375 LBS ./ ACRE 75 LBS./ ACRE 50 LBS./ ACRE 150 LBS./ ACRE F F C,D,F F C,D,F C,D,F F 118 169 184 16 208 55 97 121 153 5,073 S.F. 10,435 S.F. DENOTES SOIL SAMPLE LOCATION -REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L6.1, FOR ADDITIONAL INFORMATION. PROPERTY BOUNDARY L __ ___.___.._,,._,,__,-~ SHRUBS, GROUNDCOVERS and VINES: © BACCHARIS THOMPSON/ 1 GAL. COYOTE BRUSH ® BOUGAINVILLEA SPP. / 1 GAL BOUGAINVILLEA 0 CEANOTHUS G. 'CONCHA'/ 5 GAL. PROSTRATECEANOTHUS @ DIETES BICOLOR / 5 GAL BUTTERFLY IRIS 0 HEMEROCALLIS HYRBRID / 1 GAL DAYLILY ~ HELICHTOTRICHON SEMPERVIRENS / 1 GAL BLUE OAT GRASS 0 HETEROMELES ARBUTIFOLIA / 5GAL. TOYON ~ MYOPORUM PARVIFOLIUM / FLATS PROSTRATE MYOPORUM © LANTANA MONTIVEDENSIS / 5GAL PURPLE LANTANA 0 LIGUSTRUM J. TEXANUM' / 5 GAL TEXAS PRIVET • PARTHENOCISSUS TRICUSPIDATA/ 1 GAL . BOSTON IVY I') 7 ,_. -· 36" O.C. 36" o.c. 48" o.c. 36" o.c. 24" O.C. 24" o.c. 6' O.C. 12" o.c. 36" oc 30" O.C . 8'0.C. C,D,F 297 C,D,F 84 C,D,F 329 C,D,F 566 C,D,F 264 C,D,F 82 C,D,F 9 C,D,F C,D,F 355 C,D,F 26 E 15 -PLANTING LEGEND SYMBOL BOTANICAL / COMMON NAME TREES: □ JACARANDA MIMOSIFOLIA / JACARANDA METROSIDEROS EXCELSUS / ◊ NEW ZEALAND CHRISTMAS TREE + • •• • I PLATANUS RACEMOSA I CALIFORNIA SYCAMORE PODOCARPUS GRACILIOR I FERN PINE QUERCUS AGRIFOLIA COAST LIVE OAK SCHINUS MOLLE / CALIFORNIA PEPPER TIPUANA TIPU / TIPU BRACHYCHITON POPULNEUS / BOTTLE TREE 2 ' T iiilii"" , ... , -I -I -I -I ---1 - MINIMUM SIZE COMMENTS 24" BOX 10'H X 4'W X 1-1/2" CAL. STD . 15 GAL. TH X 2'W X 1" CAL STD . 15GAL 10'H X 4'W X 1-1/2" CAL STD . 24" BOX 9H X 3'W X 1-1/2" CAL STD 24" BOX 8'H X 3'W X 1-1 12" CAL . STD. 15 GAL 5'HX4'W MULTI-TRUNK 24" BOX 9H X 4'W X 1-1/2" CAL. STD. 15 GAL TH X 2WX 1" CAL DETAIL QTY. A 35 A,B 17 A,B 22 A,B 9 A A,B 23 A,B 41 A,B 69 I I I 091407 \ FOR PLANTING DETAILS AND NOTES, SEE SHEET L6.1 (15). ~-,.._ (2) PITTOSPORUM T. 'VARIEGATA' / 5 GAL. VARIEGATED TOBIRA 42" O.C. C,D,F 145 ~--------"' ~ DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT FOR LANDSCAPE ~ OR CURB. ROOTBARRIERSARETOBE 'UB24-2' BY DEEP ROOTCORPORATION,(800)458-7668, INSTALLED PER SPECIFICATIONS SEE SHEETS APPROVED FOR PLANTING AND ~ '-J" 0 RAPHIOLEPIS I. 'MAJESTIC BEAUTY'/ 5 GAL. INDIA HAWTHORN 48" o.c. C,D,F 72 MANUFACTURER'S .SP-EC-IF-IC·A-TIO_N_S_. N-0-TE-: -RO_O_T-BA-R-RI-ER_S_S_HAL_L_N_O_T B-E-WRA .. P-PE_D_A_RO-U-ND_TH_E -----"""'--------------..... -------------,------------·---------l!!R!!R!!IG!!!!!!'!!A!!T!!IO!!!!!!!N!!O!!!!!!!N!!L!!Y!!, !!l!!N!!C!!L!!U!!D!!l!!N!!G!!!!!!!P!!R!!!'E,i!C!!l!!S!!E~ ~~~ ck ~~l~~~~T~~~\~~:~:: ~~;.~~;~~ ~i~iNT TO THE BIO-SWALE, SHALL NOT INTERFERE WITH L 7 .1 _ L 7 .4 ( 16-19). LOCATION OF PLANTING AREAS. ~ r- 1 • 14 I II ~.~ ~,!~~.'!f: 11· 1918 I - 0 10 20 40 60 SCALE AND NORTH R I D G E LANDSCAPE ARCH I TECTS 755 RaintrM Drillt, Suit. 300 Cnbod, CA 92009 T~ 760 ◄381002 FaK 760-4381155 WWll.ridgN.oom ·As-BUILr ,:;;Ji.u[,,, #z L.A. zeo1 EXP. ~/47 REVIEWED BY: INSPECTOR · REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. /13/06 RS 1 PAVING REVISIONS /17/07 RS AS-BUILT REVISIONS DATE BY DESCRIPTION REVISIONS APP'O LANDSCAPE PLANTING PLAN BRESSI RANCH LOT 16 PLANNING OWN IY BD FRQ CINO. CHICO IY __ R_S __ _ f'l£LD IY PIP 05-19 II DATE --ND, 440-3L L5.3 PLANTING NOTES A. REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATION, MULCHING AND OTHER PLANTING INFORMATION. B. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. C. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. D. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. E. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. F LOCATION OF N.1.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. G. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL PRIOR TO IMPORTATION, SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. H. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION ~HAVE SAMPLES TESTED BY SOIL AND PLANT LAB, (714) 558-ll333, 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 CUP.VE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM. Q. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN. S. DURING THE LENGTH OF THE GUARANTEE PERIOD, BE RESPONSIBLE FOR PROPER STAKING AND/OR GUYING OF TREES TO ENSURE STABILITY. T. MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 3:1 SLOPE WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK PER SPECIFICATIONS AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT MULCH SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO JOB SITE. U ANNUAL COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT AT TIME OF INSTALLATION. REQUEST RECOMMENDATION A MINIMUM OF 48 HOURS IN ADVANCE OF NEED FOR DELIVERY. V. COMPLY WITH EROSION CONTROL NOTES BELOW FROM THE CARLSBAD CITY LANDSCAPE MANUAL. EROSION CONTROL NOTES • SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING STANDARDS: A. STANDARD #1 -COVER CROP I JUTE MESH COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN 30 DAYS. TYPE OF JUTE MESH SHALL BE APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. JUTE MESH SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15TH AND APRIL 15TH. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR JUTE MESH SHALL BE USED. B. STANDARD #2 • GROUNDCOVER 100% OF AREA TO BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN (1) YEAR). C. STANDARD #3 -LCNv 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). D. STANDARD #4. TREES AND/ 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 AND 4' OR GREATER IN HEIGHT REQUIRE STANDARDS #1 AND#2. • ALL SLOPES 6:1 OR STEEPER AND 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. • ALL SLOPES 6:1 OR STEEPER AND 4' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2 AND #3. • ALL SLOPES 6:1 OR STEEPER AND 8' OR GREATER IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3 AND #4 . • COVER SEED CROP COMPOSITION TO BE: DESCRIPTION ESCHSCHOLZIA CALIFORNICA LUPINUS SUCCULENTUS O'CONNOR'S LEGUME FIBER MULCH 16-16-16 FERTILIZER STABILIZING BINDER #/ACRE 2 2 20 2000 400 120 F ,l'ff=:"~m~~1i'H--< 6 ' -- 2XDIA, 7 OF ROOTBALL VINE PLANTING LEGEND 1. WALL, FENCE OR TRELLIS, PER PLAN 2. WATERING BASIN -MIN 4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. 3. FINISHED GRADE 4. AMENDED BACKFILL MIX -SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS 6. ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. 7. EXISTING SOIL 8. "CROWN" OF PLANT· MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. 9. PLACE VINE AS CLOSELY AS POSSIBLE TO WALL, FENCE, TRELLIS OR OTHER SUPPORT. SECURE LEADER TO SUPPORT WITH GREEN NURSERY TAPE. (USE EPOXY-TIE ON WALLS AND FENCES). SECURE ALL OTHER LENGTHY BRANCHES IN AN OUTWARD RADIAL PATTERN WITH ADDITIONAL GREEN NURSERY TAPE (AND EPOXY-TIES), AS NECESSARY, TO DIRECT GROWTH AFTER VINE IS ADEQUATELY SECURED, REMOVE NURSERY STAKE. NOT TO SCALE •--•-•--•--•--• I /\ t\ /\ 1\ \ LEQUAL L ,i " NOTES 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 ® ® CD 1 □ 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. I ~EQUAL 3. CURB 4. SPRINKLER HEAD -LOCATE BETWEEN PARKING STALLS WHENEVER POSSIBLE - MAX. 6" POP-UP WHEN LOCATED IN VEHICLE OVERHANG ZONE 5. VEHICLE 6. 1/2 SPACING FOR SPECIFIED PLANT MATERIAL PLANTING ADJACENT TO PARKING • • PLAN VIEW NOT TO SCALE • N.T.S. C D 2XDIA. 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. SHRUB PLANTING LEGEND NOT TO SCALE 1. 2. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT PERMANENT WATERING BASIN -MIN. 6" DEPTH 3, 4. 5. 6, 7. 8. 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 ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. EXISTING SOIL "CRCYWN" OF PLANT -MUST NOT BE BURIED BELCNv LEVEL OF SURROUNDING SOIL. SHRUB PLANTING ON SLOPE NOT TO SCALE FOR LANDSCAPE PLANTING PLANS SEE SHEETS L5.1-L5.3 (12-14). FOR LANDSCAPE SPECIFICATIONS SEE SHEETS L7.1-L7.4 (16 -19). A B kSEESPEC, k 1 2X DIA. s OF RDOTBALL '~ PLAN VIEW LEGEND 1. 24" CORDED TIE. SEE SPECIFICATIONS. ATTACH WITH ROOFING NAILS (4 TYP.) 2. 2" DIA, X 10' LODGE POLE PINE STAKE (2 TYP.) KEEP CLEAR OF ROOTBALL AND CROWN OF TREE SEE SPECIFICATIONS. 3. WATER BASIN, 3" MIN. DEPTH AFTER WATERING BY HOSE. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 4. FINISHED GRADE. 5. AMENDED BACKFILL SEE SPECIFICATIONS FOR MIX AND PIT SIZE. 6. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL. B. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 9. ARBOR-GARD TRUNK PROTECTOR FOR USE IN TURF AREAS 10. SET TOP OF ROOTBALL 3" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. 11. INSTALL #UB24-2 ROOT BARRIER, AS MANUFACTURED BY DEEP ROOT, (800) 458-7668, AT ALL TREES WITHIN 5' OF HARDSCAPE, OR AS SHOWN ON PLANTING PLAN. NOTE: MAINTAIN TURF 3" CLEAR FROM TREE TRUNK. TREE PLANTING-24" BOX & SMALLER NOT TO SCALE ~ h.--'k-+--'k----·n §~ :>k--·'!t--,t,t,.-~,----------/:j'\ 1,/')t::: ----------\.!/ ::, t;j -----i = >--,II~ ;; • "' _I .,, l,SEE SPEC,k 1 2X DIA. 1 OF ROOTBALL TREE PLANTING ON SLOPE PREVAILING WIND PLAN VIEW LEGEND 1. 24" CORDED TIE. SEE SPECIFICATIONS. ATTACH WITH ROOFING NAILS (4 TYP.) 2. 2" DIA. X 10' LODGE POLE PINE STAKE (2 TYP.) KEEP CLEAR OF ROOTBALL AND CROWN OF TREE. SEE SPECIFICATIONS 3. WATER BASIN, 3" MIN. DEPTH AFTER WATERING BY HOSE. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 4. EXISTING SLOPE 5. AMENDED BACKFILL. SEE SPECIFICATIONS FOR MIX AND PIT SIZE. 6. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL. 8. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 9. SET TOP OF ROOTBALL 3" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. NOT TO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ·As-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER. ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT R I D G E .ANDSCAPE ARC~ I TECTS L.A. EXP. □ATE LANDSCAPE PLANTING DETAILS & NOTES BRESSI RANCH LOT 16 755 Raintree Drive, Suite 3C0 carlsbacl, CA 92009 <J:zroldo DATE T~ 760 4381002 Fax 760 438 1155 www.ridgela.com INSPECTOR DATE DATE BY DESCRIPTION REVISIONS APP'D OWN BY RS CHKO BY _:._:RS=._ __ FIELD BY PROJEOT NO. PIP 05-19 DRAWING NO. 440-3L 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, CMWIJ'S SPECIFICATIONS 'MLL TAKE PRECEDENCE. Part 1 GENERAL 1.01 SUMMARY A. II is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for operation satisfactory to the Owner. B. The work shall include all 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 al his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings are gener_ally . diagrammatic and indicative of the work lo be installed. The work shall be installed ,n such a manner as to avoid conflicts between Irrigation systems, planting, and architectural features. 8. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. When on item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown on both. The Architect shall have final authority for clarification. When a conflict occurs between an item shown on the plan and as shown on the specifications, the Architect shall have final authority for clarification. C. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Architect as soon as detected. In the event this notification is not performed, the 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 familiar with the type of materials being installed and the manufacturer's recommended methods of Installation and who shall direct all work performed under this section. B. Manufacturer's directions and detailed drawings shall be followed In all cases where the manufacturer of articles used in this contract furnish directions covering points not shown in the drawings and specifications. C. All local, municipal and state laws, rules and regulations governing or relating to any portion of this work ore hereby Incorporated into and mode a part of these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations of the same. However, when these specifications and drawings call for or describe materials,workmanship, or construction of a better quality, higher standard1 or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall lake precedence. D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no additional cost to Owner. E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public authorities, verify permits secured or arrangements made by others affecting the work of this section. 1.04 SUBMITTALS A. Materials List 1. After award of contract and before any Irrigation system materials ore delivered to the job site, submit to the Owner a complete list of all irrigation systems, materials, or processes proposed to be furnished and installed as part of this contract. 2. Show manufacturer's name and catalog number for each item, furnish complete catalog cuts and technical data, furnish the manufacturer's recommendations as to the method of installation. 3. Na substltutlons will be allowed without prior written acceptance by the Architect or Owner's authorized representative. 4. Manufacturer's warranties shall net relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. 8. Su bstltutions: If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and specifications, he may do so by providing the following information to the Architect or Owner's authorized representative for approval. 1. Provide a written statement indicating the reason for making the substltutlon. 2. Provide catalog cut sheets1 technical data, and performance information for each substitute item. 3. Provide in writing the difference In installed price if the item is accepted. 1.05 EXISTING CONDITIONS A. The Controctor 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 ta cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tonks, and other utilities as are commonly encountered underground and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work, the Contractor shall promptly notify the Architect and Owner who will arrange far relocations. The Irrigation Contractor will proceed in the same manner if a rock layer or any other such conditions ere encountered. D. The Contractor shall protect all e,cisling utilities and features to remain on and adjacent to the project site during construction. Contractor shall repair, at his own cost, all damage resulting from his operations or negligence. E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. 1.06 INSPECTIONS A. The Contractor shall permit the Architect and Owner's authorized representative to visit and inspect at all times any part of the work and shall provide safe access for such visits. 8. Where the specifications require work to be tested by the Contractor, it shall not be covered aver until accepted by the Architect, Owner's authorized representative, and/or governing agencies. The Irrigation Contractor shall be solely responsible for notifying the Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. Should any work be covered without testing ar acceptance, it shall be, if so ordered, uncovered ot 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 (Faur hours at 125 PSI or 120% of static water pressure, which ever is greater.) 3. Coverage test of irrigation system 4. Final Inspection prier to start of maintenance period 5. Final acceptance D. Site observations and testing will not commence without the record drawings as prepared by the Irrigation Contractor. Record drawings must be complete and up to date for each site visit. E. Work which foils testing and is not accepted will be retested. Hourly rotes and expenses of the Architect, Owner's authorized representative, and governing agencies for reinspection or retesting will be paid by the Irrigation Contractor cl no additional expense lo Owner. 1.07 STORAGE AND HANDLING A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation work and materials of oll other trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. 8. Exercise care in handling, cover until ready to install. to ollow the pipe to loy flat loading, unloading, and storing plastic pipe and fittings under Transport plastic pipe only on a vehicle with a bed long enough to avoid undue bending and concentrated external load. 1.08 CLEANUP AND DISPOSAL A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having Jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered lo 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 a legal disposal area. 1.09 TURNOVER ITEMS A. Record Drawings: 1. Record accurately on one set of contract drawings all changes in the work constituting departures from the original contract drawings. 2. The changes and dimensions shall be recorded in a legible ond 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 polnts of reference such as buildings, sidewalks, curbs, etc. shall be shown. Dato on record drawings shall be recorded on a day to day basis as the project is being installed. All lettering on drawings shall be minimum 1 /8 inch in size. 4. Show locations and depths of the following items: a. Point of connectfon (including water meters, backflow preventors. master control valves, etc.) b. Routing of sprinkler pressure lines (dimensions shown at a maximum of 100 feet along routing) c. Gate valves d. Automatic remote control valves e. Quick coupling valves f. Routing of control wires g. Irrigation controllers h. Related equipment (os 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. 8. 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. In the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a readable size. 4. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 20 mils in thickness. C. Operation and Maintenance Manuals: 1. Two individually bound copies of operation and maintenance the Architect or Owner's authorized representative at least 10 inspection. The manuols shall describe the material installed the system. manuals shall be delivered to calendar days prior to final and the proper operation of 2. Each complete, bound manual shall include the following information: a. Index sheet slating Contractor's address and telephone number, duration of guarantee period, list of equipment Including names and addresses of local manufacturer representatives. b. Operating end maintenance Instructions for all equipment. d. Two quick coupler keys with a 3/4" bronze hose bib, bent nose type with hand wheel and two coupler lid keys. e. One valve box cover key or wrench. f. One 5-foot tee wrench for operating butterfly valves (if used). g. Six extra sprinkler heads of each size and type. 2. The above equipment shall be turned over to Owner's authorized representative at the final Inspection. 1.10 COMPLETION A. At the lime of the pre-maintenance period inspection, the Landscape Architect. Owner's authorized representative, and governing agencies will Inspect the work, and if not accepted, will prepare a list of items to be completed by the Contractor. At the time of the post-maintenance period or final inspection the work will be reinspected and final acceptance will be in writing by the Architect, Owner's authorized representative, and governing agencies. B. The Owner's authorized representative shall have 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 ta the owner's satisfaction by the Contractor without any additional expense to the owner. Repairs shall include the complete restoration of all damage ta planting, paving or other improvements of any kind as a result of the work. 1.11 GUARANTEE A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects and foul\ 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 sholl be corrected by the Contractor at no additional expense to owner within ten (10) calendar days of receipt of written notice from Owner. When the nature of the repairs as determined by the Owner constitute an emergency (i.e. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and all damages ta existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfoction of the owner by the Contractor, all at no additional cost to the Owner. B. Guarantee sh □II be submitted on Contractors own letterhead as follows: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have furnished □nd 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 date of filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the owner. We shall make such repairs or replacements within 10 calendar days following written notification by the owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from owner, we authorize the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs ond charges therefore upon demand. PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE: Part II MATERIALS 2.01 SUMMARY Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or furnished that do not meet Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. 2.02 PIPE A. Pressure supply line from point of connection through basket strainer unit shall be Type "K" copper or brass pipe. B. Pressure supply lines 2 inches in diameter and up to 3 inches In diameter downstream of basket strainer unit shall be Class 315 solvent weld PVC. Piping shall conform lo ASTM D2241. C. Non-pressure lines 3/4 inches in diameter end larger downstream of the remote control valve shall be Class 200 PVC. Non-pressure lines 1" and lorger to conform to 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 locol reclaimed water governing agencies. Reclaimed water PVC pipe shall use standard Sch. 40 PVC fittings. Reclaimed Water PVC pipe to be Brownline "Alertline" or equal. 2.03 METAL PIPE AND FITTINGS A. Brass pipe shall be B5 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 and fittings shall be Type "K" sweat soldered. designation, and date of extrusion. 2.04 PLASTIC PIPE AND FITTINGS A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation Foundation approval, Commercial Standards designation. and date of extrusion. B. All plastic pipe shall be extruded of on 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 cf an improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed 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 ta 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 manufocturer, 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. Gate valves shall be of the manufacturer, size, and type Indicated on the drawings. 2. Gate valve sh □II have threaded ASTM 8-62 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 sholl conform to AWWA standards. B. Quick Coupler Valves: 1. Quick coupler valves sholl be of the manufacturer, size, and type indicated on the drawings. 2. Quick coupler valves sholl be brass with a wall thickness guaranteed to withstand normal working pressure of 150 psi without leakage. Valves shall have 3/4 female threads opening at base, with two-piece body. Valves to be operated only with a coupler key, designed for that purpose. Coupler key is inserted into valve and a positive, watertight connection shall be made between the coupler key and valve. Hinge cover shall be the locking type constructed of brass with a rubber-like vin:,1 cover. Vin:,1 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 shall be electrically operated. D. Anti-drain Valves: 1. Anti-drain valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Anti-drain valves shall hove 18-8 stainless steel springs and valve stems with Buno-N seals. 3. Anti-drain valves will have threaded connections the size of the riser or pipe they are to be Installed onto, or the next available size. No slip connection anti-drain valves are allowed, 2.07 VALVE BOXES A. Valve boxe• shall be fabricated from a durable, Weather-resistant plastic material resistant to sunlight and chemical action of soils. 8. The valve box cover shall be purple in color and permanently marked with the words "WARNING -RECYCLED WATER -DO NOT DRINK". Valve box caver shall be secured with a hidden latch mechanism or bolls. 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 "Rev'' with the valve identification number "heal 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 "GV" or "QCV" "heat branded" onto the cover In 2 inch high letters/numbers. 2.08 AUTOMATIC CONTROLLER A. Automatlc controller shall be of the monufacturer, size, and type indicated on the drawings. B. Automatic controller enclosures shall be of the manufacturer, size, and type indicated on the drawings. Enclosure shall be vandal-resistant, ventilated and waterproof. 2.09 ELECTRICAL A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior Installations. 8. All electrical work shall conform ta local codes and ordinances. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. D. Equipment: 1. Supply as a part of this contract the following items: c. Spare parts lists and related manufacturer information for all equipment. ,-------------,,------------------!"""----.. A-·s--·9-u-,·L-r _____ .,..R_E_V_ls·10·N·s·M·U·s·T-BE-A-P-P-R-o-v-ED-B-Y-P-u-B-L-IC-H-E-AL-T-H-E-N-G-1N-E-ER-.---+,!I !!!!•!'!H 1 !!!!e 6 e!!!!!!I ~l~l--c-rrv--o"!!F_c_A"!!R"!!L"!!s"""!'e"!!AO"""!'--~l l~."!!H"!!E"!! 1 ET 9 "!!•!!!1°11 ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO _ PLANNINGI DEPARTMENT _ IMPLEMENTATION IN FIELD. a. Two (2) wrenches for disassembly and adjustment of each type of sprinkler head used in the irrigation system. b. Three 30-inch sprinkler keys for manual operation of control valves. c. Two keys for each automatic controller. R I D G E LANDSCAPE ARC~ITECTS 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 760 438 1155 www.ridgela.com L.A. EXP. REVIEWED BY: INSPECTOR DATE DATE LANDSCAPE SPECIFICATIONS BRESSI RANCH LOT 16 1-----+----,f---------------+---, I AP2illro/~~ DATE BY DESCRIPTION APP'O REVISIONS OWN BY ____ _ CHKD BY_~R~Sc,___ __ rlELD BY PROJECT NO. PIP 05-19 DRAWING NO. 440-3L L7.1 SECTION 02811 LANDSCAPE IRRIGATION (cont'd) 2.10 LOW VOLTAGE CONTROL l'v1RING A. Remote ccmtrol wire shall be direct-buriol AWG-UF type, size as indicated on the drawings, and in no cose smaller than 14 gauge. B. Connections shall be either epoxy-sealed packet type or Penn-lite 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 oil 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 rate indicated on the drawings. B. Pop-up heads and riser heads shall be used as indicated on the drawings. C. Pop~up heads and gear driven rotors used on reclaimed water systems shall have a color coded purple cap with reclaimed water warnings embossed on the top surface. Riser heeds shall have a self adhesive reclaimed water sticker placed on the riser directly below the sprinkler body. All reclaimed water warnings shall be in English and Spanish and have the international symbol for "Do Not Drink". All reclaimed water warnings shall be as required by the local water utility. 2.12 MISCELLANEOUS EQUIPMENT Rain sensor shall be of the manufacturer, size, and type indicated on the drawings. Port Ill EXECUTION 3.01 SITE CONDITIONS A. Inspections: 1. Prior to all work of this section, carefully inspect the installed work of oll other trodes 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 oil pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's recommendations. B. Discrepancies: 1. In the event of discrepancy, immediately notify the Architect or Owner's authorized representative. 2. Do not proceed with installation in areas of discrepancy until all discrepancies 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 lns\allotion of all irrigation materials with all other work. 2. All scaled dimensions are approximate. The Contractor shell check and verify oil 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 are caused by his operations or neglect. E. Diagrammatic Intent: The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drown to scale where possible. Provide offsets in piping and changes in equipment locations as necessary to conform with structures and to ovoid obstructions or conflicts with other work at no additional expense to Owner. F. Loyout: 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. 'Mlere 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 ta the electrical ,upply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. 2. Contractor shall make 120 volt connection to the irrigation controllers. Electrical power source to controller locations shall be provided by others. 3.02 TRENCHING A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shall follow layout indicated on drawings to \he depths below finished grade and os noted. Where lines occur under paved area, these dimensions shall be considered below subgrade. B. Provide minimum cover of 18 inches on pressure supply lines 2 1/2 inches and smaller. C. Provide minimum cover of 18 inches for control wires. D. Provide minimum cover of 12 Inches for non-pressure 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. Backfill 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 no circumstonces shall truck wheels be used to compact backfill. E. Provide sand backfill over and under all piping under paved areas. 3.04 PIPING A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. B. Cutting or breaking of existing pavement is not permitted. C. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs and reaming. Install pipe with all markings up for visual inspection and verification. D. Remove all dented ond damaged pipe sections. E. All lines shall have a minimum clearance of 6 inches from each other and 12 inches from lines of other trodes. F. Parallel lines shall not be installed directly over each other. G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling. H. PVC pipe shall be installed in a manner which will provide for expansion and contraction as recommended by the pipe manufacturer. I. Centerlood all plastic pipe prior to pressure testing. J. All threaded plostic-to-plostic connections shall be assembled using Teflon tape. K. For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe dope an all threaded plastic-to-metal connections, except where noted otherwise. All plastic-to-metal connections shall be mode 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 on all fittings in lieu of thrust blocks. 3.05 CONTROLLER A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before installation. The electrical service shall be coordinated with this location. B. The Irrigation Contractor shell be responsible for the final electrical hook up to the irrigation controller. C. The irrigation system shall be programmed to operate during the periods of minimal use of \he design area or in accordance with the irrigation schedule provided. 3.06 CONTROL WIRING A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines whenever possible. B. Where more than one wire is placed in a trench, the wiring shall be taped together in o bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at intervals of 2D feet. C. All connections shall be of on approved type and shall occur in a valve box. Provide an 18 inch service loop at each connection. D. An expansion loop of 12 inches shall be provided at each wire connection ond/or directional change, and one of 24 Inches shall be provided at eoch remote control volve. E. A continuous run of wire shall be used between o controller and each remote control valve. Under no circumstances shell 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 olong the wire route. An expansion loop of 24 inches shall be provided at each control wire pull box. 3.07 VALVES A. Automatic control volves, manual valves, gate valves, and ball valves are to be installed in the approximate locations Indicated on the drawings. B. Valve shall be installed In shrub areas whenever possible. C. Install all valves os indicated in the detail drawings. D. Valves to be lnstolled In valve boxes shall be installed one valve per box. 3.08 VALVE BOXES A. Valve bo><es shall be installed in shrub areas whenever possible. B. Eoch volve box shall be installed on a foundation of 3/4 inch grovel backfill, 3 cubic feet minimum. Valve boxes shall be installed with their tops 1 /2 inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade In ground cover areas. 3.09 BASKET STRAINER A. Install basket strainer unit as indicated in the detail drawings. B. Install basket strainer at location approved In the field and at height required by local codes. 3.10 SPRINKLER HEADS A. Sprinkler heeds 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 \he some size os the riser opening in the sprinkler body. D. Pop-up sprinkler heads shall not be installed using side outlet openings. 3.11 MISCELLANEOUS EQUIPMENT A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. 8. Quick coupler valves shall be set approximately 12 inches from walks, curbs, heoder boards, or paved areas where oppllcoble. C. Unless designed as an integral port of the irrigation head, anti-drain valves will be installed under every head. The anti-drain valve will be the same diameter as the riser and be Integral to the riser assembly. D. Install rain sensors as indicated on the drawings and as recommended by the manufacturer. 3.12 FLUSHING THE SYSTEM A. Prior to installation of sprinkler nozzles, the valves shall be opened and a full head of water used to flush out the lines and risers. B. Sprinkler nozzles shall be Installed after flushing the system has been completed. 3.13 ADJUSTING THE SYSTEM A. Contractor shall adjust valves, olign heads, and check coverage of each system prior to coverage test. 8. If it is determined by the Architect or Owner's authorized representative that additional adjustments or nozzle changes will be required to provide proper coverage1 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 ore to be adjusted so that the sprinkler heads operate at \he pressure recommended by the manufacturer. 3.14 TESTING AND OBSERVATION A. Provide 4 hour test @ 125 psi for all pressure mainlines. Do not backfill until City inspector approves pressure test(s). B. Do not allow or cause ony 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, a minimum of 48 hours in advance, where and when the work is ready for testing. D. l'v1hen 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 shell furnish all materials and perform all work required to correct any inadequacies of coverage due ta deviations from the plans, or where the system has been willfully installed os 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 \he maintenance period the Contractor shall adjust and maintain the Irrigation system in a fully operotionol condition providing complete irrigation coverage to all intended plantings. 3.16 COMPLETION CLEANING Port 1 1.01 1.02 1.03 Clean-up shall be made as each portion of the work progresses. be removed from the site, all walks and paving shall be broomed, on the work of others shall be repaired to original conditions. Refuse and excess dirt shall and any damage sustained END OF SECTION SECTION D2950 LANDSCAPE PLANTING GENERAL WORK INCLUDED A. Soil Preparation. B. Planting. C. Stoking. D. Sodding. E. Clean up. RELATED WORK A. Landscape Irrigation System. QUALITY ASSURANCE A. Source Quality: 1. Submit documentation at least 60 doys prior to planting that all plant materials are available. Materials are subject to inspection after confirmation of ordering. 2. Materials ore subject to inspection at place of growth and upon delivery, for conformity to specifications. Inspection, approval and rejection can also take place at other times during progress of work. 3. Request, In writing, inspection of plant materials at place of growth. Identify place of growth, and quantity of plants to be inspected. 4. As described in the planting notes for tree togging , the Architect moy 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 manufocturer'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 leas\ 60 days. Lobel trees, evergreens, bundles of State correct plant name and size indicated water-resistant ink which will remain legible D. Protect plant material during delivery to prevent damage to root ball or desiccation of leaves. E. Notify Architect 7 days In advance of delivery of plant materials ond 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 end soil conditions ore suitable in accordance with locally accepted practice. B. Coordinate this work of this section with installation of underground irrigation system, utilities, piping and watering heads. 1.07 SAMPLES AND TESTS A. Architect reserves the right to 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 have soil tested for agricultural suitability as described in planting notes. C. Provide 1 cubic foot sample of medium grind mulch cover to Architect for review and approval. 1.08 GUARANTEE A. Guarantee materials against poor, inadequate, diseased and inferior materials and workmanship for one year after 90 day maintenance agreement expiration. 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 had soil samples tested. B. Provide standard, approved and first-grade quality materials, in prime condition when installed and accepted. Deliver commercially processed and packaged material in manufacturer's unopened containers bearing the manufacturer's guaranteed analysis. Supply a sample of all supplied materials accompanied by analytical data from an approved laboratory source 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; BO to 100 percent passing 2.33 mm standard sieve. 3. Salinity: Ensure that soturotion extract conductivity does not exceed 3.5 millimohs per centimeter at 25 degrees C. as determined by saturation extract method. 4. Iron Content: Minimum D.08 percent dilute acid soluble Fe on dry weight basis. 5. Ash: 0 to 6 percent dry weight. D. Sail Amendment: 1. Soil Sulfur: Agricultural grade sulfur containing minimum of 99 percent sulfur expressed as elemental. 2. Iron Sulfate: 20 percent iron expressed os metallic iron, derived from ferric and ferrous sulphate, 10 percent sulfur expressed as elemental. 3. Calcium Carbonate: 95 percent lime as derived from oyster shells. 4. Gypsum: Agricultural grade product containing 98 percent minimum calcium sulphate. E. Fertilizer: 1. Planting Fertilizer: pelleted or granular form consisting of the following percents by weight and mixed by commercial fertilizer supplier: 6-nitrogen, 20-phosphoric acid, 20-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-potash, 2.6-combined calcium, 1.6-combined sulphur, 0.35-iron elemental from ferrous sulfate. Provide in 21 gram tablets monufoctured by Agrlform, or other approved, 3. Hydroseeding Fertilizer: provide ammonium phosphate which consists of the following percent by weight and mixed by o commercial fertilizer supplier: 16-nitrogen, 20-phosphoric acid, 0-potash. 4. Pre-Sod fertilizer: Provide type consisting of the following percents by weight and mixed by a commercial fertilizer supplier: 16-hydrogen, 20-phosphoric acid, 8-potosh. 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 fornnoldehyde: 38-0-0. F. Import or Amended Top Soil: Ensure silt plus clay content of top soil does not exceed 20 percent by weight, with a minimum 95 percent passing the 2.0 mm sieve. Do not allow the sodium absorption ratio SAR to exceed 6. The electrical conductivity (ECE) of the saturation extract cannot exceed 3.0 millimohs per centimeter at 25 degrees C. Ensure boron content is less than 1 part per million as measured on the saturation extract. To ensure compliance with these requirements, submit samples of soil for analysis prior to, and following backfilling. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. •AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELO. CITY OF CARLSBAD PLANNING! DEPARTMENT DATE R I D G E L.A. EXP. .ANDSCAPE ARCHITECTS REVIEWED BY: 755 Raintree Drive, Suite 300 Garlsbad CA 92009 Tel 760 4381002 Fax 760 438 1155 www.ridgela.com INSPECTOR DATE LANDSCAPE SPECIFICATIONS BRESSI RANCH LOT 16 l---+--+---------------1-----,I APQ:~ott . -PLANNING DATE BY DESCRIPTION APP'D REVISIONS OWN BY ____ _ CHKO BY __ R_S __ FIELD BY PROJECT NO. PIP 05-19 DRAWINCil ND. 440-3L 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 have well hardened systems and vigorous and fibrous root systems which are not root or pot-bound. In the event of disagreement as to condition of root system, the root conditions of the furnished plants in contoiners will be determined by removal of earth from the roots of not less thon two plants, or more than 2 percent of the total number of plants of each species or variety. Where container grown plants are from several sources, roots of not less than two plants of 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 cost to the Owner. 2. Size of plants will correspond with that normally expected for species and variety of commercially available nursery stock or as specified on drawings. The minimum acceptable size of plants measured before pruning with the branches in normal position. must conform with the measurements specified in plant list. If approved by The Owner, larger sized plants may be used, but without additional cost. If larger plants are approved for use, the ball of earth or spread of roots for each plant will be increased proportionately. 3. Plants not meeting requirements of these specifications are considered to be defective whether in place ar not. They must be immediately removed and replaced with new acceptable and approved plants of the required size, species and variety at na 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 to botanical and common name and variety as specified in Annotated Checklist of Woody Ornamental Plants in California, Oregon and Washington, published by University of California School of Agriculture (latest edition). 6. Nursery Grown and Collected Stock: Grow under climatic conditions similar to those in locality of project; container-grown stock in vigorous, healthy condition, not root-bound or with root system hardened off. Use only liner stock plant material which is well established in removable containers or formed homogeneous soil sections. 7. Sod: Provide Marathon II. 8. Select trees which are aesthetically desirable and are good examples of the species. Trees with gashes, mishcppen trunks or branches, topped leaders, structural defects, badly crossed branches, or other visual defects will not be accepted. 9. Seed: Label seed and provide in sealed containers with signed copies from vendor certifying that each container is fully labeled in compliance with State Agricultural Code and is in compliance with minimum requirements of these specifications. Wet, moldy or damaged seed will not be permitted. Provide seed mix per plan. H. Hydroseeding Fiber Mulch: Provide Hydro-mulch as manufactured by Conwed, or other approved equal, composed of wood cellulose fiber and containing no germination or growth inhibiting factors. Ensure a consistent texture which disperses evenly and remains suspended in agitated water. Provide with a temporary green dye and the following percentage property analysis: moisture content 9 plus or minus 0.8; 3 o.d. basis; organic matter 99.2 plus or minus O.B; ash content O.B plus or minus 0.2; pH 4.8 plus or minus 0.5;water holding capacity (grams of H20 per 100grams of fiber) 1150 minimum. I. Hydroseeding Additive (Binder): Provide Ecology Controi-M-Binder organic seeding additive. J. Guying and Stoking Materials: 1. Wood Tree Stakes: Lodge pole pine, full treated with Cappernophthanate Woad Preservative in strict accordance with FS TT-W-572 Type I, Composition B,2 inch minimal normal size diameter by 10 feet long, no split stakes. 2. Ties: Provide 36 inch corded rubber tie as manufactured by Gro-Strait Products, wire and hose tie by Nunes Turfgrass, or other approved. Provide rigid tie stock No. LP, size corresponding to tree box size as manufactured by VIT company or other approved. 3. Steel Guy Anchor: Provide 3/4 inch diameter by 36 inch steel vane as manufactured by Maxwell Steel Campany, or other approved. 4. Guying Hardware: Wire-pliable 9 gauge galvanizedi 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 100 percent passes 1 inch sieve, 80 to 100 percent passes 1/2 inch sieve, and 20 to 60 percent posses 1/4 inch sieve, or approved equal. Mulch shall be free of contaminants and weed seed and shall have a pleasant musty or moldy soil-like odor. Putrid, ammonia and sour-smelling materials will be deemed unacceptable. Recycled construction materials will not be permitted. N. Wood Headerboards: 1. Provide 2 inch by 4 inch pressure treated Douglas fir or redwood construction headerboards, Make splices with 1 inch by 4 inch pieces no less than 12 inches Place 1 inch by 3 inch by 16 inch stakes at intervals of not more than 5 feet. level and set below top of headerboards. grade long. Cut stakes 2. On sharp turns and curves, four 1 /2 Inch by 4 Inch laminated boards, or two 1 inch by 4 inch laminated boards may be permitted. 3. Nall stakes ond splices with galvanized common nails. Noil as required for solid installation. 4. Provide header as shown on drawings, laid true to line and grade, protect in-place adjacent improvements, shrubbery and other properties. Place stakes on ground cover side of header. 0. Sand: Provide washed silica sand. P. Roat Barrier: UB24-2 by Deep Root Corp., (BOO) 458-7668. Install at all trees within 5' of concrete paving, curbs or mowstrips, or as shown on plans. Install borrier 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 far 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. Soil 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 laborotory and as approved by the Owner and City Inspector. The following is for bid purposes only. Uniformly spread and cultivate amendments thoroughly by means of mechanical tiller into top 6 inches of soil. Application rotes per 1,000 square feet: Nitrogen stabilized organic amendment = 6 cubic yards 16-6-B Commercial Fertilizer = 15 lbs. Agricultural gypsum = 200 lbs. Soil sulphur = 15 lbs. 2. At time of planting, ensure \hot top 2 Inches of all areas to be planted or seeded are free of stones, stumps, and other deleterious matter 1 inch in diameter or larger, and free from wire, plaster, concrete, wood, and similar materials which would cause hindrance to planting or maintenance. B. Final Grades: Make minor modifications to grade as may be necessary to establish required final grade. Ensure that finish grade provides proper drainage of the site and surface drainage is away from building. Final grades are to be 1 inch below adjacent paved areas, sidewalks, valve boxes, headers, clean-outs, drains, manholes, etc., or as shown on drawings or required by Architect. Eliminate 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 roll so that there is a 12 inch overlap. Where two or more widths of matting are applied, side by side, the overlap shall be not less than 3 inches. C. Maintain jute matting until all work on the Project has been completed and accepted. Maintenance shall consist of the repair of eroded areas and the repair or replacement and re-stapling of loose or undermined matting, including re-seeding and bedding. D. Make check slots before the matting Is rolled out: 1. For drainage channel installation, dig a narrow trench, 8 inches wide by 8 inches deep, minimum, perpendicular to the dlrection of flow. Fold jute, the same width as the trench, press into trench and bury with soil. Location of check slots shall be a maximum of 50 feet apart. 2. For slope installation, dig a narrow trench, 8 inches wide by B inches deep, minimum, along the top and toe of the slope. Fold jute, the same width as the trench, press into trench ond bury with soil. E. Overlap which runs parallel to the direction of flow In channel bottoms shall be stapled at 2 inch intervals. Outside edges, centers and overlaps 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 a 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 ore 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. B. Pre-plant Weed Control: 1. Use a non-selective systemic contact herbicide as recommended and applied by an opproved 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, Loy-Out: Mark locations for plants and outlines of areos to be planted before any plant pits are dug. Gain City approval. If underground construction or utility lines are encountered in the excavation of planting areas, other locations for planting may be selected by Owner. Accomplish layout with flogged grade stakes indicating plant names and specified container size on each stake. Confirm location and depth of underground utilities and obstructions. D. Planting of Trees and Shrubs: 1. Strip and stock 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 planting areas. 4. Provide excavated holes with vertical sides with roughened surfaces and of a size twice the diameter and 1-1/2 times the depth of the root ball for all trees and shrubs, 5. Cut cons 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 ofter positioning plant and partially backfilling. 7. Center plant in pit or trench. 8. Face plants with fullest growth into prevailing wind. 9. Set plant plumb and hold rigidly in position until soil has been firmed around ball or roots. 10. Backfill container plants with: 6 parts by volume on-site soil 4 parts by volume organic amendment 1 pound 6-20-20 fertilizer mix/cu. yd. of mix 2 pounds iron sulfate per cubic yard of mix Note: The above is for bid purposes only. Specific backfill recommendations are made as a result of the soils testing described on the planting plan. 11. Raise all plants which settle deeper than the surrounding grade. placed, odd sufficient backfill to hale to cover approximately 1/2 of to the top and thoroughly saturate root ball and adjacent soil. 12. After water hos completely drained, place planting tablets: 1 tablet (5 or 7 gram) per fiat size plant 1 tablet per 1-gallon container 2 tablets per 5-gallon container 3 tablets per 15-gollon 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 B tablets per 48 inch and larger boxes After plant has been root ball. Add water Set planting tablets with each pion! on top of root ball while plants are still In their containers so the required number of tablets can be verified. 13. Backfill remainder plant after backfilling. Construct basins with of hole and tamp firm. Construct an earthen basin around each Provide basin of depth sufficient to hold at least 2 inches of water. amended backfill. Remove basin in all turf areas after initial watering, 14. Limit pruning to minimum necessary. not be done prior to delivery of plants. Remove injured twigs and branches. Pruning may Paint cuts over 3/4 inch in diameter with tree paint. 15. Stake trees immediately after planting. Install stokes 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 groundcaver remains in the fiats until transplanting. Flats' soil must contain sufficient moisture so it will not foll apart when lifting plants. 2. Plant graundcovers in straight rows evenly spaced unle"" shown otherwise, and at intervals required by drawings. Use triangular spacing unless otherwise noted on drawings. 3. Plant each rooted plant with its proportionate amount of flat soil. after planting until entire area Is soaked to full depth of each hole. damage and trampling. F. Hydroseeding: Immediately sprinkle Protect plants from 1. Install large trees and shrubs (5 gallon and larger) if they occur In hydroseeded areas. 2. Install trees and shrubs (1 gallon) and graundcovers from flats 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 ln a form of slurry consisting of cellulose fiber, seed, chemical additives, commercial fertilizer and water. When hydraulically sprayed on soil, ensure that hydro-mulch forms a blotter like groundcover impregnated uniformly with seed and fertilizer and allows the absorption of moisture and rainfall to percolate to the underlying soil. 6. Prepare the slurry at the site by first adding water to the tank when the engine is at half throttle. When water level has reached height of agitator shaft, provide full circulation, then add seed, followed by fertilizer, then mulch. Only odd the mulch to the mixture after the mulch shall be in. Commence spraying immediately when tank is full. 7. Spray with uniform visible coat by using the green color as a guide. Apply the slurry in a sweeping motion, in an arched stream so as to fall like rain allowing the wood fibers to build on each other until a good coat is achieved and the material is spread at the required rates. 8, Remove slurry not used within two hours from the site. 9. Fill out the daily worksheets by the nozzlemon, 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 used, capacity and license number. 10. Do not allow any slurry to be sprayed Into any reservoir basin or drolnage ditches ond channels which may impede the flow of rain or irrigation water, Clean up any spilled slurry. 11. After application of hydro-mulch, wash excess material from previously planted materials and architectural features. Avoid washing or eroding mulch materials. 12. Ensure that application equipment has a built-in agitation system and operating capacity sufficent to agitate, suspend and mix o slurry containing not less than 40 pounds of fiber mulch plus a combined total of 7 pounds fertilizer solids for each 100 gallons of water. 13. Slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which will provide o continuous non-fluctuating discharge, Capacity requirement is 1,500 gallons, mounted on a traveling unit, either self-propelled or drawing by a separate unit which will place slurry tank and nozzles within sufficent proximity of areas to be seeded. 14. Hydraulic equipment used for pesticide applications shall consist of a clean 150 gallon capacity fiberglass tank complete with mechanical agitation. Pump volume shall be 10 gallons per minute while operating at a pressure of 100 pounds per square inch. Distribution lines shall be large enough to carry the volume of water necessary for even chemical distribution. Spray nozzle must 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 o 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 area, 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 as in laying sod to fit curves, edges, sprinkler heads. 5. Do not lay whole lawn before watering. When a conveniently large area has been sodded, water lightly preventing drying. Continue to lay sod, and to woter until installation is complete. 6. After laying sod, roll lightly ta eliminate irregularities and to form good contact between sod and soil. Avoid heavy roller or excessive Initial watering which may cause roller marks. 7. Water thoroughly the completed lawn surface. Soil should be moistened at least 8 inches deep. Repeat sprinkling or regular intervals to keep sod moist at all times until rooted. After sod is established, decrease frequency and increase amount at water per application as necessary. 8. Replace all dead 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 or steeper and turf areas. 3.05 CLEAN-UP A. After oil planting operations ore complete, remove all trash, excess soil, empty plant containers, and rubbish from the property. Repair scars, ruts and other marks in the ground and leave ground in a neat and orderly condition. 8. Leave the site in a broom-clean condition, and wash down all paved areas within the project site. Leave walks in a clean and safe condition. 3.06 OBSERVATION SCHEDULE Part 1.01 1.02 A. Notify Owner and City Inspector In advance for the following inspections, according to the time specified: 1. Pre-Job conference -7 days (city inspector shall attend), 2. Final grade review -48 hours. 3. Plant material review -48 hours. 4. Plant layout review -48 hours. 5. Soil preparation and planting operations 48 hours. 6. Pre-maintenance -7 days. 7, Final inspection -7 days. 8. If Owner authorizes a party other than the Landscape Architect to make scheduled inspections, present Landscape Architect with evidence of such inspections. C. No site visits shall commence without all items noted In previous observation reports either completed or remedied unless such compliance hos been waived by the Owner. Failure to accomplish punchlist tasks or prepare adequately for desired inspections shall make the Contractor responsible for reimbursing the Owner at Consultants current billing rate per hour plus transportation costs. No further Inspections shall be scheduled until this charge hos been paid and received by the Owner. GENERAL SECTION INCLUDES A. 90 day maintenance. 8. Weeding. C. Fertilization. SECTION 02970 LANDSCAPE MAINTENANCE 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 on experienced landscaping maintenance company. 1.04 MAINTENANCE PERIOD A. Continuously maintain all site areas involved in this contract during the progress of work and during the maintenance period until final acceptance of the work by City. Improper maintenance or possible poor condition of the project at the termination of the scheduled maintenance period may cause postponement of the final completion date of the Contract at no additional cost to Owner. Continue maintenance until acceptable to the Owner. 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. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR ANO DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438,002 Fax 760 4381155 www.ridgele.com , I L.A. REVIEWED BY, INSPECTOR DATE EXP. DATE BY DESCRIPTION DATE REVISIONS APP'D LANDSCAPE SPECIFICATIONS BRESSI RANCH LOT 16 T PLANNING DWN BY_---=c=--- CHKD BY __ R_S __ FIELD BY PROJECT NO. PIP 05-19 <d?fo(ob DATE DRAWING NO. 440-3L L7.3 SECTION 02970 LANDSCAPE MAINTENANCE (cont'd.) C. Maintenance period does not start until all elements of construction, planting, and irrigation for the complete project are in accordance with the contract documents for this project. D. Request an inspection to begin maintenance period after all planting and related work has been completed in accordance with contract documents. Maintenance period commences as described in written notification by the Owner. E. Prior to commencement of maintenance period, ensure that all ground covers and lawn areas have been planted and that all lawn areas show an even, healthy stand of grass seedlings or sod, grass having been mown twice. F. Any day or days that there Is failure to properly maintain plantings, replace suitable plants, perform weed control or maintain hardscape areas will not be credited as part of the 90 days maintenance. The project will not be segmented into maintenance phases. G. Keep paved areas free of silt, dirt, leaves and other planting area debris. Maintain these areas at least broom clean through the duration of the maintenance period, cleaning no less often than once per week. 1 .05 GUARANTEE AND REPLACEMENT A. Guarantee: Guarantee plant material against any and all poor, inadequate or inferior materials and workmanship for one year. Replace plants found to be dead or in poor condition due to faulty materials or workmanship, at no estra cost to Owner. B. Replacement: Replace materials found to be dead, missing or in poor condition during the maintenance period immediately. The Architect is the sole judge of the acceptability of condition. Make replacements of materials within 15 days ofter condition develops or written notification from Architect has been sent. Architect has the right to make emergency repairs without releasing Contractor's guarantee and warranty to Architect. 1.06 INSPECTIONS A. Request normal progress inspection at least 72 hours in advance of an anticipated inspection. Inspections ore as follows: 1. Immediately prior to commencement of this maintenance work. 2. Completion of first 90 day maintenance period. 3. Final acceptance. 1.07 PROJECT FINAL ACCEPTANCE A. Prior to date of final inspection, acquire approved reproducible prints and finally record from the job record set, all changes mode during construction and deliver them to Architect. B. Deliver guarantees ta Architect. Port 2 PRODUCTS 2.01 MATERIALS A. Ensure that all materials conform to other sections of these specifications for planting and irrigation, and as acceptable to Architect. B. Provide monthly record of all herbicides, insecticides and disease control chemicals used on site. Part 3 EXECUTION 3.01 MAINTENANCE A. Weed and cultivate all areas at intervals of not more than 10 days. 8. Perform wctering, mowing, rolling. edging, trimming, fertilization, spraying, pest control, and cleaning as may be required. C. Street gutters and curbs are to be included. D. Maintain adequate protection for people and property, and be financially responsible for damages and injuries. Notify the Architect immediately should damage occur as a result of maintenance operations and provide repofr or remuneration. E. Between the 15th and 20th calendar day of the maintenance period, reseed or resod all spots or areas within the lawn where normal turf growth is not evident. 3.02 TREE AND SHRUB CARE A. Watering: Maintain a large enough water basin around plants so that enough water con be applied to establish moisture through the major root zone. When hand watering, use a water wand to break force of water. B. Pruning: 1. Prior to any pruning, obtain written approval from the Architect to proceed. 2. Trees: a. Propose tree pruning to the Architect should there be health or structural reasons for doing so, including the need to eliminate diseased or damaged growth, eliminate structurally unsound growth, reduce potential far wind toppling or wind damage, or maintain growth within limited space. b. If requested by the City provide pruning for aesthetic enhancement according to "pruning" by Sunset Books. c. Major pruning of deciduous trees shall be during their dormant season. 3. Shrubs: a. The objectives of shrub pruning are the same as for trees. Do not clip shrubs into balled or boxed forms unless such is required by the design. b. Make pruning cuts to lateral branches or buds or flush with trunk. Stubbing will not be permitted. C. Stoking and guying: Ensure that stokes and guys remain in place through acceptance and monitor to prevent girdling of trunks or branches and to prevent rubbing that causes bark wounds. All nursery stakes shall be removed. D. Weed control: Keep oil areas free of weeds. Use recommended legally approved herbicides. Avoid frequent soil cultivation that destroys shallow roots. Use mulches per specifications to help prevent weed seed germination. E. Insect and disease control: Maintain o reasonable control with approved materials. F. Fertilize os specified by the agronomic sails testing recommendations and os 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 doys of maintenance period -6 pounds per 1,000 square feet with top dress fertilizer. 3. At end of maintenance period and at 30 day intervals should maintenance period be extended for any reason -6 pounds per 1,000 square feet with fertilizer mix. 4. Avoid applying fertilizer to the root ball ond base of main stem; rather, spread evenly under plant to drip line. Rates will vary from about a cup of nitrate fertilizer (depending upon nitrogen percentage) around a newly installed small plant to about 1/2 pound of actual nitrogen per inch of truck diameter measured four feet from the ground for mature trees. G. Replacement of plants: Replace dead, dying and missing plants with plants of a size, condition and variety acceptable to the Architect at no additional cost to the Owner. 3.03 GROUNDCOVER CARE A. Weed control: Control weeds, preferably with pre-emergent herbicides, but also by hand or with selective systemic herbicides. Hoe weeds cs little os possible since this may result in plant damage. B. Watering: Water enough that moisture penetrates throughout root zone and only as frequently as is necessary to maintain healthy growth. C. Trash: Remove as it accumulates, but no less often than weekly. D. Edging and trimming: Edge ground cover to keep in bounds. E. Replace dead and missing plants at no additional cost to the Owner. 3.04 LAWN AND TURF CARE A. Turf must be well-established prior to final acceptance. 8. Watering: Water lawns at such frequency as weather conditions required to replenish soil moisture below root zone. C. Weed control: If needed, control broad leaf weeds with selective herbicides. D. Mowing: 1. Perform mowing at such times of the day or week os may be requested by the Owner so as not to impede the Owner's operations. Mowing times may be at times other than normal working hours or days. Perform work ct Owner's convenience at no additional cost to the Owner. 2. Clean up grass clippings during and after mowing, and remove legally from site. Use of blowing-type equipment in lieu of sweeping or vacuuming is not acceptable. E. Renovating: 1. If required, remove thatch by verticutting,preferably In the Fall of the year, but otherwise in the Spring. At this time, fertilize with nitrate and over-seed if needed. Over-seeding must precede pre-emergent herbicides by at least 4 to 6 weeks. Normally, this means that lawns which have been invaded by crabgrass would be renovated and over-seeded In the Fall and treated for crabgrass control in the following late Winter. 2. Clean up grass clippings during and after mowing, and remove legally from site. Use of blowing-type equipment in lieu of sweeping or vacuuming is not acceptable. 3. 05 IRRI GA Tl ON SYSTEM A. Inspection: Check all systems for proper operation. Lateral lines must be flushed out after removing the last sprinkler head or two at each end of the lateral. Adjust heads as necessary for unimpeded coverage and no overspray. B. Controllers: Set and program automatic controllers for seasonal water requirements. Give Owner a key to controllers and Instruction on how to turn off system in case of emergency as specified in other sections of these specifications. C. Repair all damages to irrigation system at no additional cost to the Owner. Make all repairs within one watering period. 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. I s~:ET II CITY OF CARLSBAD PLANNING DEPARTMENT R I D G E .ANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Garlsbad, CA 92009 Tel 760 4381002 Fax 760 438 1155 www.ridge1a.com L.A. REVIEWED BY: INSPECTOR DATE EXP, DATE DATE BY DESCRIPTION APP'D REVISIONS LANDSCAPE SPECIFICATIONS BRESSI RANCH LOT 16 PROJECT NO. PIP 05-19 DRAWING! NO. 440-3L L7.4