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Home My WebLink AboutDWG 473-4L; CUP 10-08; LA POSADA DE GUADALUPE SHELTER; 01-18.--------------------------------------------------------------------------------------------------------------------------------------------------ca--,--.,.,------=---"'mz:-...--,--c:-.=a .. • DEPARTMENT OF ENVIRONMENTAL HEAL TH RECYCLED WATER STANDARD PLAN NOTES (FUTURE) RECYCLED WATER SYSTEM (PRIVATE) 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL 1/VATEF, DISTRICT'S RULES AND REGULATIONS. LA POSADA DE GUADALUPE MEN'S SHELTER 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE OTAY WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 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 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 10:00 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 AWi/VA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER," COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/ OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTEF,LINES. 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/ OR THE SAN DIEGO COUNTY DEPAFnMENT OF ENVIFWNMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR F{ECYCLED 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 BACKFLOVV / 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 SISTER RAYMONDA DUVALL AT (619}231-2828. OR AFTER HOURS CONTACT SISTER RAYMON DA DUVALL AT (619) 231-2828. 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. ADDITIONAL REQUIREMENTS: • 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. INSPECTION PROCEDURES 1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERTICALLY. B. PIPE IDENTIFICATION. C. SLEEVING AT CROSSINGS. D. APPROPRIATE MATERIALS AND MARKING, INCLUDING PROPER QUICK COUPLERS. 2 DISTRICT FINAL INSPECTION SHALL INCLUDE: A. SIGNAGE INSTALLED PER PLAN. B. CONTROLLER STICKERS. C. TAGGING OF VALVES D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST IF REQUIRED. I. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER. 3. ANNUAL INSPECTION SHALL INCLUDE: A. A COMPLETE INSPECTION THAT WILL COVER A -I OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. AS-BUILT PLAN REQUIREMENTS CONTRACTOR SHALL PREPARE AS-BUILT "RECORD DRAWINGS" IN ACCORDANCE WITH SPECIFICATION SECTION 02811, PART 1.09 A, INDICATING ALL CHANGES IN THE WORK WHICH CONSTITUTE DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS. THESE DRAWINGS SHALL BE TURNED OVER TO THE LANDSCAPE ARCHITECT AT THE COMPLETION OF THE LANDSCAPE INSTALLATION. FINAL AS-BUILT PLANS SHALL BE PREPARED BY THE LANDSCAPE ARCHITECT, BASED ON THE INFORMATION PROVIDED BY THE CONTRACTOR, AND DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND THE ORIGINAL MYLARS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. NOTE: FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY PLANNING DEPARTMENT AND FINAL MYLARS WILL BE REQUIRED TO BE APPROVED BY THE CITY PRIOR TO SECURITIES RELEASE. 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'<f!ifh FIRM NAME AND ADDRESS: TELEPHONE NUMBERS: REGISTRATION NUMBER: EXPIRATION DATE: OWNER NAME AND ADDRESS: TELEPHONE NUMBER: DATE 1fi'6/ls RIDGE LANDSCAPE ARCHITECTS 8841 RESEARCH DRIVE, SUITE 200 IRVINE, CA 92618 (949) 387-1323 / (949) 387-1303 FAX 2809 MAY 31, 2013 CATHOLIC CHARITIES DIOCESE OF SAN DIEGO ATTN: SISTER RAYMONDA DUVALL 349 CEDAR STREET SAN DIEGO, CA 92101 (619) 231-2828 DECLARATION OF WATER EFFICIENCY COMPLIANCE I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATION. HAVE PREPARED THESE PLANS IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. SIGNE~/jj;;,d\ 7NA_,J JAMES J. RIDGE, LANDSCAPE A CHITECT R.L.A. #2809 Carlsbad, California SPECIAL NOTES INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM." A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TD: (760) 944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602 ALL IRRIGATION BACKFLOVV PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOVV TESTERS CAN BE FOUND ON THE CITY WEB SITE AT http://www. cars bad ca . q av/services/de pa rtrn en ts/water JD oc u me nts/re cycled wa terb ack fl ow t ester I ist. p df FOR RECYCLED, OR http://www.carlsbadca.qov/services/departrnents/water/Documents/waterbackllowtesterlist.pdf FOR POTABLE, OR CALL (760) 438-2722. SIGNAGE NOTES I. THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZE SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. GUIDELINES FOR RECYCLED WATER USE: 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM ONLY. WATERING OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. 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 \/ALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR, WITH THE WORDS "WARNING -RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "NO TOME EL AGUA" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMAMENT AND BLACK IN COLOR. USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. 11. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS, 1" HIGH, ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. 12" X 36" SIZE TYPICAL SIGNS WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER S AFTER CONTACTING NOS DESPUES DE USAR .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS In Order to Conserve Water. .. RECYCLED WATER IN USE DO NOT ® NO TOME DRINK EL AGUA Wf\SH HANDS AFrER CONT AC f!NG lA1/ESE SUS MANOS DESPUES OE USAR 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS "AS-BUILT' • 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. CARLSBAD MUNICIPAL WATER DISTRICT /////.&/IQ /, ~l/4'//AA,.--/;;J/4-, ~3 WARE MALCOMB • 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. WILLIMlf E0~'LuMMER,'D1sni'.1c'T ENGINEER 7 DAfE R.C.E. 28176, EXP. 3/31/201:/4 COUNTY OF SAN DIEGO Department of Environmental Health -Land Use Division GLENN LEEKS DATE Environrnentc1I U.md Use Specialist Ill Leading Design for Commercial Real Estate archit~cture plmtning i.nteriors graphics site development 6363 gn:enwich clr. ste. 175 san di.ego. cali.fornia 92l22 p 858.638.7277 f 858.638.7506 R I D G E LANDSCAPE ARCHITECTS 384 l Research Drive Suile 200 Irvine, CA 92618 rel 949 387 1323 www.ricigela.com L.A. -----~ EXP. REVIEWED BY: DATE INSPECTOR DATE r PROJECT SITE i Si 0 (f> [Tl 0 ;u C\I PALOMAR AIRPORT Ro VICINITY MAP SCALE: NOT TO SCALE N EB ~~OUTDOOR EATING AREA PROJECT MAP LEGEND SYMBOL DESCRIPTION ----PW -----PROPOSED POTABLE WATER SYSTEM --PW ---EXISTING POTABLE WATER SYSTEM .. ---• HW .. -• • • ... PROPOSED IRRIGATION SYSTEM MAINLINE ALL LANDSCAPED AREAS * -®---- .... AREA OF RECYCLED WATER USE LOCATION OF RECYCLED CONNECTION POINT -METER & BACKFLOVV PREVENTION "DO NOT DRINK" SIGN LOCATIONS LOCATION OF POTABLE CONNECTION POINT· METER & BACKFLOVV PREVENTION EXISTING FIRE HYDRANT LOCATION REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 07.06.12 RS PLAN CHECK SUBMITTAL #3 09.0<.12 RS CITY SUBMITTAL 09.26.13 RS FINAL SUBMITTAL OATE SY DESCRIPTION REVISIONS APP'D . .... · .... , f ' ' .j, i ,;- .1 J 1 . .! r i ' ......... CROSSOVER OF RCVV AND PW MAIN, RC MAIN TO BE SLEEVED PER NOTE 16 THIS SHEET ......... SHEET INDEX SHEET TITLE SHEET NUMBER RECYCLED WATER/ TITLE SHEET 1 CONSTRUCTION PLAN 2 CONSTRUCTION DETAILS 3-4 IRRIGATION PLAN 5 IRRIGATION LEGEND & NOTES 6 -7 IRRIGATION DETAILS 8 -11 PLANTING PLAN 12 PLANTING DETAILS & NOTES 13 LANDSCAPE SPECIFICATIONS 14 -18 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING! DEPARTMENT LANDSCAPE TITLE SHEET LA POSADA DE GUADALUPE MEN'S SHELTER APPROVED /-£,y 1 C-:i-✓ ldl-o-\-r ; -~I l'-r PLANNING DATE OWN BY LA PROJECT NO, DRAWING NO. RS CHKD BY CUP 10-08 473-4L FIELD BY . '•·· ·.;-; w F Ii ffi F 0 > ~ ~ CONSTRUCTION NOTES A. VISIT THE SITE PRIOR TO SUBMITTING BIDS. B. SUBMIT A UNIT COST FOR IMPORT SOIL IN-PLACE AND BE COMPLETELY AWARE OF THE AMOUNT OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL. C. VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. D. REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS, WALKS, PLANTING, WALLS, ETC. AT NO ADDITIONAL COST TO THE OWNER. E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VAF,Y FROM THOSE SHOWN ON PLAN. F. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. G. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. H. COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE, AMERICANS WITH DISABILITIES ACT OF 1991, AND WITH OTHER CURRENT RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE WORK. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. I. LOCATIONS OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC., ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. J. VERIFY ALL PAVING AND HARDSCAPE CONSTRUCTION DRAWINGS WITH SOIL ENGINEER'S REPORT WITH REGARD TO BASE PREPARATION AND FOOTING REQUIREMENTS. NOTIFY THE OWNER IMMEDIATELY IF SOILS REPORT RECOMMENDATIONS DIFFER FROM DRAWINGS. THE SOILS REPORT RECOMMENDATIONS, IF MORE STRINGENT THAN THE DRAWINGS, SHALL TAKE PRECEDENCE. K. BE RESPONSIBLE FOR COORDINATION BETWEEN SUBCONTRACTORS FOR PROPER AND TIMELY PLACEMENT OF SLEEVING, PIPING AND/ OR CONDUIT INSTALLATION UNDER OR THROUGH LANDSCAPE ELEMENTS. L. LANDSCAPE LIGHT FIXTURE LOCATIONS AS INDICATED ON THESE PLANS ARE APPROXIMATE. FINAL LOCATION TO BE VERIFIED BY LANDSCAPE ARCHITECT ON SITE. M. DO NOT SCALE DRAWINGS. N. PROVIDE A REPRESENTATIVE SAMPLE OF EACH PAINTED OR STAINED ELEMENT TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO APPLYING FINISH. REFER TO DETAILS AND SPECIFICATIONS FOF< SPECIFIC SUBMITTAL REQUIREMENTS. 0. PROVIDE A 4'X4' SAMPLE OF EACH PAVING TYPE IN LOCATION SPECIFIED BY THE OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL BY THE OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS. P. WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE 1" IN TURF AREAS AND 1-1/2" IN GROUND COVER/ SHRUB AREAS, UNLESS OTHERWISE INDICATED. 0. PROJECT WALKS SHALL NOT EXCEED A SLOPE OF 20: I (5% GRADIENT) UNLESS OTHERWISE INDICATED. R. HANDICAP RAMPS SHALL NOT EXCEED 12:1 OR 8.33%. S. PLANTER AREAS SHALL NOT EXCEED 2:1 SLOPE UNLESS OTHERWISE INDICATED. T. HOLD FINISH GRADE A MINIMUM OF 6" BELOW FINISH FLOOR, UNLESS OTHERWISE INDICATED. U. CONSTRUCT ALL CURVE TO CURVE AND CURVE TO 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. ALL CONCRETE PAVING BANDS AND CONCRETE CAPS SHALL HAVE CONTROL JOINTS AT 5'-0" ON CENTER MAXIMUM UNLESS NOTED OTHERWISE ON THE PLANS. X. PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. 0 I 10 20 40 60 SCALE AND NORTH WARE MALCOMB Leading Design for Commercial Real Estate <lrchitecture plannlng interLors graphics ~ite dc•vc•lopment 6363 g:reetnvich dr. ~t<.::. 175 s<m diego. <.:alifurnia 92122 p 858.638.7277 f 858.638.7506 R I D G E LANDSCAPE ARCHITEcrs 8341 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 I 323 www.ridgela.com \ CAU I IUN: FIRE SUPPRESSION NOTE : ALL EXISTING NON-NATIVE VEGETATION SHALL BE REMOVED WITHIN FIRE SUPPRESSION ZONES AND SHALL BE REPLACED, AS SHOWN, IN ORDER TO MEET THE CITY OF CARLSBAD FIRE PROTECTION PROGRAM POLICIES AND REQUIREMENTS. WITHIN ZONE 'A1', A PERMANENT IRRIGATION SYSTEM ANO LOW-FUEL GROUND COVER PLANTINGS WILL BE PROVIDED. IN ZONE 'B2', A TEMPORARY IRRIGATION SYSTEM AND LOW-FUEL GROUND COVER PLANTINGS WILL SUPPLEMENT THE EXISTING NATIVE PLANTINGS, WHICH WILL BE PRUNED/ THINNED AS REQUIRED. IN ZONE 'B3' THERE WILL BE NO IRRIGATION AND THE EXISTING NATIVE PLANTINGS WILL BE PRUNED/ THINNED AS REQUIRED. ALL AREAS WITHIN THE LIMIT OF GRADING, AND ANY BARE AREAS WITHIN THE EXISTING SLOPE PLANTINGS WHICH OCCUR WITHIN THE FIRE SUPPRESSION ZONES, SHALL RECEIVE A NATIVE SEED MIX TO PROVIDE SLOPE REVEGETATION AND EROSION CONTROL PER CITY STANDARDS. REFER TO FIRE SUPPRESSION NOTES BELOW FOR FURTHER INFORMATION. CONSTRUCTION LEGEND SYMBOL DESCRIPTION DETAIL REF. I 1 CONSTRUCT CONCRETE PAVING B / SHEET 3 I 2 I CONSTRUCT CONCRETE EXPANSION JOINT A/ SHEET 3 I 3 I CONSTRUCT CONCRETE CONTROL JOINT A/ SHEET 3 I 4 I CONSTRUCT SAWCUT JOINT A/ SHEET 3 I 51 '-' OMIT .. (6) CONSTRUCT CONCRETE BAND CI SHEET 3 I 7 l CONS rRUCT PERMEABLE CONCRETE PAVERS CI SHEET 3 I 8) FURNISH AND INSTALL TRUNCATED DOME TILES FI SHEET 3 (9) CONSTRUCT CONCRETE STEPS WITH HANDRAIL G/ SHEET 3 16) CONSTRUCT HANDICAP RAMP WITH HANDRAIL E / SHEET 3 11 J CONSTRUCT CMU CHEEK WALL D / SHEET 3 12) CONSTRUCT 6' CHAIN LINK FENCE AND GATE JI SHEET 4 13) FURNISH AND INSTALL BIKE RACK I/SHEET4 14) TABLE AND CHAIRS BY OWNER .. 15) BENCH BY OWNER .. 16) TRASH RECEPTACLE BY OWNER .. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY: @ CONCRETE CURB PER CIVIL ENGINEER'S SHEETS @ PERMEABLE CONCRETE PAVERS PER CIVIL ENGINEER'S SHEETS © PARKING LOT STRIPING PER CIVIL ENGINEER'S SHEETS @ FIRE ACCESS ROAD AND PARKING PER CIVIL ENGINEER'S SHEETS ® RETAINING WALL PER CIVIL ENGINEER'S SHEETS ® CISTERN PER CIVIL ENGINEER'S SHEETS @ DETECTOR CHECK VALVE PER CIVIL ENGINEER'S SHEETS ® FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS (I) BIOFILTRATION AREA PER CIVIL ENGINEER'S SHEETS Q) GRADED EARTH CHANNEL PER CIVIL ENGINEER'S SHEETS ® TRANSFORMER LOCATION PER ELECTRICAL ENGINEER'S SHEETS © TRASH ENCLOSURE PER ARCHITECT'S SHEETS ® A.G. UNITS PER ARCHITECT'S SHEETS ® EXISTING CONCRETE CURB TO BE PROTECTED IN PLACE @ EXISTING LIGHT FIXTURE TO BE PROTECTED IN PLACE ® EXISTING CHAIN LINK FENCE TO BE PROTECTED IN PLACE ® MECHANICAL UNIT PER CIVIL ENGINEER'S SHEETS ® CONCRETE GUTTER PER CIVIL ENGINEER'S SHEETS <D RIP RAP PER CIVIL ENGINEER'S SHEETS @ CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS COLOR AND FINISH SCHEDULE "AS-BUILT" DATE L.A. ______ EXP. REVIEWED BY: INSPECTOR DATE SYMBOL KEY DESCRIPTION MANUFACTURER COLOR FINISH COMMENTS PAVING ~ ~ CONCRETE PAVING . ~ §] CONCRETE BAND §I PERMEABLE CONCRETE ACKERSTONE PAVERS (951) 67 4-0047 WALLS ~ CMU CHEEK WALLS ORCO BLOCK f~!l,11 j (800) 772-4700 REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND OISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 07.06.12 RS PLAN CHECK SUBMITTAL #3 09.04.12 RS CITY SUBMITTAL 09.26.13 RS FINAL SUBMITTAL DATE BY DESCRIPTION APP'O REVISIONS NATURAL MED. BROOM BRUSH GRAY FINISH PERPENDICULAR TO WALKWAY NATURAL LIGHT BROOM BRUSH GRAY FINISH PERPENDICULAR TO EDGE OF BAND OAK CREEK STANDARD 'UNI ECO-STONE' BLEND TAN SPLIT-FACE W/ PRECISION BLOCK CAP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE CONSTRUCTION PLAN LA POSADA DE GUADALUPE MEN'S SHELTER APPROVED 11~ 4--Bl-d ~·2>\.1--I- PLANNING DATE OWN BY LA PROJECT NO, DRAWING NO. RS CHKD BY CUP 10-08 473-4L FIELD BY w a • i ' ' \ ~--<1 ~--<4 0 5% MAX SECTION LEGEND: 1. 2-314" THICK ADA-3 TRUNCATED DOME TERRA PAVER AS MANUFACTURED BY WASAU TILE, (800) 388-8728. 2. 1-114" MORTAR BED WITH REINFORCING 3. BUTTED JOINT BETWEEN TILES 4. EXPANSION JOINT WITH SEALANT PER DETAIL A, THIS SHEET 5. ADJACENT CONCRETE BAND I PAVING PER PLAN 6. 4" THICK CONCRETE SUBBASE 7. #4 REBAR SLIP DOWEL, 12" LONG@ 30" O.C.; PAPER WRAP ONE END 8. 90% COMPACTED SUBGRADE -VERIFY WITH SOIL ENGINEER'S REPORT AND COMPLY 9. ADJACENT AIC PAVING PER CIVIL ENGINEER'S PLANS 10. FLUSH CONCRETE CURB PER CIVIL ENGINEER'S PLANS NOTES: A TO ACHIEVE 100% BOND BETWEEN TERRA PAVER AND SETTING BED USE 'BACK BUTTER' METHOD AND A 318" X 112" NOTCHED TROWEL. \ TRUNCATED DOME TILES NOT TO SCALE ' <o 6" 10" <1 • . 0 . 0 12" PARALLEL TO LANDING r ' C) I '"' . . 1 ,, • . ihl-~,lsl'--,---, ' - 1' 2" 1' 1' f 0 TOOLED NOSING ON TREAD I I LJ L __ _J CHEEK WALL SECTION CONCRETE STEPS 7 ¥---'-'-'-'---)'- LEGEND: 1. 2. 3. 4. 5. 6. 7. CONCRETE STEPS, FINISH PER PLAN 112" TOOLED RADIUS CONTINUOUS EXPANSION JOINT PER DETAIL A, THIS SHEET #3 REBAR@ 24" O.C. EACH WAY 90% COMPACTED SUBGRADE -VERIFY WITH SOIL ENGINEER'S REPORT & COMPLY 112" DIAMETER X 12" LONG STEEL DOWEL@ 24" O.C.; PAPER WRAP ONE END 2" DIAMETER TUBULAR STEEL HANDRAIL; EMBED MINIMUM n" IN CONCRETE FOOTING. INSTALL POSTS AT MINIMUM 6'-0" O.C. 8. POURED-IN-PLACE CONCRETE CHEEK WALL WITH 1" CHAMFER ON ALL EDGES 9. #3 REBAR, VERTICAL@ 24" O.C. ID. # 3 REBAR, CONTINUOUS, TOP AND BOTTOM 11. FINISH GRADE 12. #3 NOSING BAR, CONTINUOUS NOTES: A. HANDRAIL TO BE METALLIZED (HOT-DIPPED ZINC COATED). SHOP PRIME HANDRAIL AND PAINT WITH TWO COATS EXTERIOR ENAMEL. ALL WELDS SHALL BE METALLIZED PRIOR TO PRIMINO AND PAINTING. REFER TO COLOR AND FINISH SCHEDULE, SHEET L 1.1 FOR COLOR. B. REINFORCING, DIMENSIONS AND BASE INFORMATION ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. C. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. NOTTO SCALE E CD PLAN VIEW 1/10"-1'-0" 4'-0" MIN. CLR. W/0 CAR OVERHANG -REFER TO PLAN f'.t fo\3 ~---J_·_-_D_"__ I I \V 2%MAX. r 1 © ' .· ,·:. ••.';.',,; .. ·:. i'«'.~~ ---111=-111=m=1 I 1=1 I 1=1~.= 1=, <S" 111 111 11 1=--1 I I 111111 0 CROSS SECTION 1/2"-1'-0" LEGEND: 1. CONCRETE PAVING PER PLAN AND PER DETAIL A, THIS SHEET 2 EXPANSION JOINT PER DETAIL A, THIS SHEET 3. 6" CURB 4. FINISH GRADE 5. A.G. PAVING PER PLAN 6. TOOLED WARNING GROOVES -REFER TO ENLARGEMENT ABOVE RIGHT 7. 90% COMPACTED SUBGRADE 8. TACTILE WARNING SURFACE WITH TRUNCATED DOMES, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. TACTILE SURFACE TO BE CAST-IN-PLACE TILE OR SURFACE-APPLIED MAT, COLOR: SAFETY YELLOW (FEDERAL COLOR 33538) AS MANUFACTURED BY ARMOR-TILE, OR APPROVED EQUAL. 9. HANDICAP SIGN AT EACH ACCESSIBLE STALL PER DETAIL HH, SHEET L2.5. SIGN TO BE CENTERED ON STALL AND LOCATED AS CLOSE TO CURB AS POSSIBLE WITHOUT IMPEDING ON CAR OVERHANG AREA OR 4' CLEAR PATH OF TRAVEL. 10. WALL BEYOND (WHERE OCCURS) -REFER TO PLAN 11. METAL HANDRAIL, 1-112" DIA. TUBULAR STEEL WI POSTS AT 6' O.C. MAX. SPACING I, , 6' CLR. MIN. @ BOTTOM LANDING , , ~,',' " JO' MAX RAMP LENGTH 12" MIN, 11 II 111 :12 MAX. - ~ PLAN VIEW 1/10"-1 '-0" • WARNING GROOVES -SECTION 1/2" ::: 1" TYPICAL CURB RAMP CONDITIONS 12" MIN. 5' CLR. MIN. @ INTERMEDIATE LANDING/ ,, , 6' CLR. MIN. @ TOP LANDING , , I, I, , 'I ' JI ' .., ' ' "' ~ ~LJ..J u"' LONGITUDINAL SECTION -~~ "' Cl:: :I'. HANDICAP RAMPS 3116" = 1'-0" ,I ~U "' SCALE AS SHOWN WARE MALCOMB Leading Design for Commercial Real Estate <-1.Cchitccture plm1.ning- Lnt~rLors graphks site ck'velupment 6363 gn:.!cmvich dr. i;t<.!. l75 scm c.hego. califomicl 92122 p 858.638.7277 f 858.638,7506 CAU I IUN: II-I Hl::i ::iHl:::::I::::: I l::i NU I L4"Xjb" 11 l::i A Kl:::::UUCl:::::U f--JKIN I ' i' n==~mm1 · ·; . : .. 11 111 111m=rn==TTT=I I 111 11 11 ' <o Ill ............... ~. 's:------'k- @ =~ffl~llllll111 111 Ill 111=- !fa" I ----12 • . • . • i • .. ;i .. • • ·• • • .. • A. CONTROL JOINT (SCORELINE) ~ 0-,,---I 3 ,,-----@ : . 4 ·• • .• . . • .. • . • B. EXPANSION JOINT LEGEND: 1. 118" 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. 1/2" DIA. X 12" LONG STEEL DOWEL @ 24" O.C., PAPER WRAP ONE END 7. SAWCUT SCORELINE -USE MULTIPLE BLADES TO ACHIEVE WIDTH INDICATED LEGEND: 1. CONCRETE BAND PER PLAN ©-0-2 NOTES· 2. (2) #3 REBAR, CONTINUOUS 3. FINISH GRADE I 4. 114" TOOLED RADIUS 5. CONCRETE PAVER -REFER TO COLOR AND FINISH SCHEDULE, SHEET L 1.1 .. .. i : . ,1 .. • 6. NO. 8 AGGREGATE JOINT FILLER 7. NO. 8 AGGREGATE BEDDING COURSE 8. NO. 57 OPEN GRADED BASE C. COLD JOINT 9. 4" PERFORATED DRAIN LINE, WHERE REQUIRED 10. NO. 2 STONE SUB-BASE J 11. IMPERMEABLE LINER PER SPECIFICATIONS 12. COMPACTED SUBGRADE I . . • • • .. . . ., • 2 I A. LOCATE JOINTS PER SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLAN B. SEALANT COLOR TO MATCH ADJACENT PAVING 314" IF PAI/ING LESS THAN 4" THICK 1" IF PAVING 4" THICK OR GREATER NOTES; f • • ·i .. .. • . . .i. · . • .. .. A. PAVING THICKNESS, BASE PREPARATION AND REINFORCING ARE TO BE PER THE REQUIREMENTS OF THE SOILS ENGINEER B. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. PERMEABLE CONC. PAVERS WITH CONC. BAND 141---------s 5>--~ {j_ Q 6 'c"l.--'c~--¾ "' :§ ' C) I "' '-,_ ~ ' C) 10 I --~-'-,rl----111 . 0:: ~ .. ·.<1 [· -"c:>\c-l-•_, ~· •~• o 4_• __ •_o_,,/ 0 :: .· u ..... -7 ·._· .•·._· .· ··_·, _·· ,_·, _· .. '_TT 3'-0" CMU CHEEK WALL LEGEND; 1. 2 X 8 X 16 CONCRETE PRECISION BLOCK CAP 2. 8 X BX 16 CONCRETE BLOCK, BLOCK WITH SPLIT-FACE ON EXPOSED SURFACES ONLY. GROUT FILL CELLS AT 24" O.C. 3. #4 REBAR AT 24" O.C., VERTICAL, 4. #4 REBAR AT 32" O.C., HORIZONTAL 5. EXPANSION JOINT PER DETAIL A, SHEET L4.1 6. FINISH SURFACE OF ADJACENT PAVING 7. CONCRETE FOOTING, 12"0 X 3'-0"W 8. 90% COMPACTED SUBGRADE 9. #4 REBAR AT 12" O.C., CONTINUOUS 10. FINISH GRADE 11. #5 REBAR AT 2,1" O.C., VERTICAL, ALTERNATE DIRECTION IN FOOTING 12. (2) COATS ASPHALTIC EMULSION 13. 3" PERFORATED PVC DRAINLINE, SET IN 12" SQ. CHANNEL OF 314" GRAVEL, WRAPPED WITH SOIL SEPARATOR FABRIC. SLOPE DRAINLINE AT .5%, MINIMUM, AND TIE INTO STORM DRAIN PER CIVIL ENGINEER'S SHEETS 14. 1-112" DIA. TUBULAR STEEL GUARDRAIL, GALVANIZED, WITH MIDRAIL AS SHOWN AND POSTS AT 6' O.C., MAX., IMBEDDED 12" MIN. INTO WALL AND SECURED WITH POR-ROK OR APPROVED EQUAL (WHERE OCCURS). NOTE: GUARDRAIL SHALL BE INSTALLED AT ALL LOCATIONS WHERE GRADE DIFFERENCE ON OPPOSITE SIDES OF WALL IS EQUAL TO OR GREATER THAN 30". 1":::::1'-0" A I D. SAWCUT JOINT CONCRETE JOINTS NOT TO SCALE ~ :s: ------<1 ~--16 ' f.'i ~ ' Q -~ ' I -,,_ CC) ~--{2 w MIN. ~-15 LEGEND: 1. CONCRETE PAVING -REFER TO CONSTRUCTION PLAN FOR COLOR AND FINISH 2. /13 REBAR AT 24" O.C. EACH WAY, CENTERED IN SLAB 3. FINISH GRADE 4. 90 % COMPACTED SUBGRADE -VERIFY W/ SOIL ENGINEER'S REPORT 5. PRE-EMERGENT HERBICIDE, APPLIED TO SOIL SURFACE BELOW PAVED AREAS, PER MANUFACTURER'S SPECIFICATIONS. 6. 114" TOOLED RADIUS 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 PAVING NOT TO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTF"CT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT R I D G E LANDSCAPE ARCHI fECTS 8811 l Research Drive Suite 200 Irvine, CA 92618 Tel 949 337 1323 www.ridgela.com DATE L.A. -----~ EXP, REVIEWED BY: INSPECTOR OATE 07.06.12 RS PLAN CHECK SUBMITTAL #3 09.04.12 RS CITY SUBMITTAL 09.26.13 RS FINAL SUBMITTAL DATE BY DESCRIPTION APP'D REVISIONS LANDSCAPE CONSTRUCTION DETAILS LA POSADA DE GUADALUPE MEN'S SHEL 1EI{ APPROVED /~--t l c_,-, til-o1r ~-~1-1'-t PLANNING DATE DWN BY LA PROJECT NO. DRAWING NO. RS CHKD BY CUP 10-08 473-4L FIElD BY j 7 1------1 'i 6'-0" O.C. MAX. r WIDTH PER PLAN -15' MAX. 1" MAX. LEGEND: 1. TOP RAIL, 1-518" 0.D. GALVANIZED STEEL PIPE, SCH. 40 2. RAIL END, TYPICAL 3. POST CAP, GALVANIZED 4. STRETCHER BAND, TYPICAL 5. STRETCHER BAR, TYPICAL 6. 2" GRID MESH, 9 GUAGE CHAIN LINK FABRIC WITH KNUCKLED SELVAGE AT TOP AND BOTTOM 7. POST, 2-718" O.D. GALVANIZED STEEL 8. MID-RAIL/HORIZONTAL BRACE, 1-518" O.D. GALV. STEEL PIPE, SCH. 40 9. 3/16" TENSION WIRE CABLE, CONTINUOUS AT BOTTOM OF FENCE 10. CONCRETE POST FOOTING 11. 90% COMPACTED SUBGRADE 12. GATE FRAME, 1-5/8" 0.D. WELDED, GALVANIZED STEEL PIPE, SCH. 40 13. HEAVY-DUTY GATE HINGE, (2) PER GATE 14. LOCKABLE U-LATCH, GALVANIZED STEEL 15. FINISHED SURFACE OF A.C. PAVING 16. (3) #4 REBAR, VERTICAL, DISTRIBUTED EVENLY IN FOOTING NOTES: A. PROVIDE LANDSCAPE ARCHITECT WI (2) SETS OF SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. B. ALL WELDS TO BE CONTINUOUS, GROUND SMOOTH. C. ALL CHAIN LINK FENCE AND GATES TO RECEIVE GREEN SHADECLOTH PER DETAIL F, THIS SHEET CHAIN LINK FENCE AND GATE 1"=1'-0" CAU I IUN: It-I Hl:::i :::iHt:t: I l:::i NU I L4"Xjb" 11 l:::i A Kt:UUCt:U !-'KIN I • ..,. G) .. < . . --. -...., .. . 4 ...• fr,;-,.,,.,.,.,.,i-,'.,,.,..,."""" .. "I 0 TOOLED NOSING AT EDGE 2. 3 . 4. 7. . 4·. 4 ; .l t~_':=r,"=~:::::rl · · IM-'4~~w: IIT Ill= Ill= CKENED EDGE, FINISH PER PLAN P ETAIL A, SHEET 3 CH W , C T SLAB 1/, COMPACTED S NGINEER'S REPORT & COMPLY 1/2" DIAMETER X 12" LONG ST WRAP ONE END #3 NOSING BAR, CONTINUOUS 8. ADJACENT CONCRETE PAVING, PER PLAN NOTES: A. REINFORCING, DIMENSIONS AND BASE INFORMATI ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIRE THE SOILS REPORT AND COMPLY. B. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. " 0 r z w ~ 0 z w 2 § " 0 ~ 5 z w iE ~ C l-?""'~--------------------~--1~ m CONCRETE THICKENED EDGE PER MANUFACTURER'S SPECIFICATIONS 3" EQ. EQ. 12" MIN. LEGEND: 1. 'CYCLOOPS' BIKE RACK, MODEL NUMBER PER MATERIAL LEGEND, BY COLUMBIA CASCADE (BOO) 547-1940 2. CONCRETE PAVING PER DETAIL B, SHEET 3 3. CONCRETE FOOTING 4. COMPACTED SUBGRADE PER SOIL ENGINEER'S REPORT 5. MATCHING BASE COVER BIKE RACK NOT TO SCAL ----CD ~--<3 NOT TO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. :; r " ~ ~ 0 0 ~ ,---------------------~-----------------'"'!"------------------,-------------------------~I ............ "':'I'!""' ........................................................ ""'!''!"'"""""""""'!'" § "AS-BU I LT" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, SHE4ET I CITY OF CARLSBAD Ir 8HE1ET8 81 ~w ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO . PLANNINQ DEPARTMENT _ ~ WARE MALCOMB Leading Design for Commercial Real Estate architecturr.! planning interiors gm pl lies sit-: dc,,vdopment 6363 greemvich dr. ste. 175 san diego. califomia 92122 p 858.638.7277 £ 858.638.7506 (O'al•) J'_,--l?: f: 9F" CALI' R I D G E LANDSCAPE AHCHITECfS 8341 Research Drive Suite 200 Irvine, CA 92618 fel 9493871323 www.rid9ela.com DATE L.A. ______ EXP. REVIEWED BY: INSPECTOR DATE IMPLEMENTATION IN FIELD. F 07.06.12 RS PLAN CHECK SUBMITTAL #3 LANDSCAPE CONSTRUCTION DETAILS 09.04.12 RS CITY SUBMITTAL 09.26.13 RS FINAL SUBMITTAL DATE BY DESCRIPTION APP'D REVISIONS LA POSADA DE GUADALUPE MEN'S SHELTER APPROVED /~_,,),\ C::r-f:;Jl-o it ~·>I ·I'-\-" PLANNING DATE OWN BY LA PROJECT NO. DRAWING NO. CHKD BY RS FIELD BY CUP 10-08 473-4L NOTE: OUTDOOR EATING AREA (LOCATED EAST OF DINING ROOM BUILDING) SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER OVERSPRAY, MIST, OR RUNOFF. IRRIGATION LAYOUT IN THIS AREA HAS BEEN DESIGNED UTILIZING DRIP IRRIGATION TO MINIMIZE OVERSPRAY ONTO HARDSCAPE AND EATING AREAS. THERE ARE NO OUTDOOR DRINKING FOUNTAINS ON THIS SITE. PROPERTY LINE/ SITE BOUNDARY, TYPICAL ' ' I I CATCH BASIN\ : ' ' LOCATION TYP .. \ ' ' I , . ' \ ' \ \ i l ' 1 I ' I ~ ' ONSITE RECYCLED AND POTABLE WATER SEPARATION REQUIREMENTS: HORIZONTAL SEPARATIONS: THE PRESSURIZED RECLAIMED WATER PIPING SHALL MAINTAIN A (10) FOOT HORIZONTAL SEPARATION AT ALL TIMES FROM ALL POTABLE WATER PIPING AND/OR A PARALLEL SANITARY SEWER SYSTEM. IF A 10-FOOT HORIZONTAL SEPARATION IS NOT POSSIBLE, SPECIAL CONSTRUCTION REQUIREMENTS SHALL BE CONSIDERED, REFER TO DISTRICT STANDARDS. COMMON TRENCH CONSTRUCTION IS PROHIBITED. VERTICAL SEPARATIONS: THE PRESSURIZED RECLAIMED WATER PIPING SHALL MAINTAIN A MINIMUM OF ONE FOOT VERTICAL SEPARATION AT ALL TIMES FROM ALL PRESSURIZED POTABLE WATER PIPING AND/OR A SANITARY SEWER SYSTEM. THE PRESSURIZED RECLAIMED WATER PIPING SHALL BE INSTALLED ONE FOOT BELOW ALL PRESSURIZED POTABLE WATER PIPING ONE FOOT ABOVE ALL SANITARY SEWER SYSTEMS. IF A ONE FOOT VERTICAL SEPARATION IS NOT POSSIBLE, SPECIAL CONSTRUCTION REQUIREMENTS SHALL BE CONSIDERED. REFER TO DISTRICT STANDARDS. 0 REFER TO PD.'C. NOTE..(#1) ABOVE RIGHT NO IRRIGATION EQUIPM~NT.SHALL·BE INSTALLED WITHIN STREET RIGHT-OF-WAY:""-...... NOTE: PROVIDE MINIMUM TEN (10) FOOT SEPARATION BETWEEN POTABLE WATER AND FUTURE RECYCLED WATER LINES. COLOR CHART NOTE: 11 15 24 14 ii r 15 22 AS A REQUIREMENT THE AUTOMATIC CONTROLLER SHALL CONSIST OF A NEATLY DRAWN 11"x17" LAMINATED IRRIGATION PLAN AND COLORED ZONE MAP LAYOUT CHART. LAYOUT CHART SHALL BE COLOR CODED INDICATING LOCATION OF ALL CONTROLS, PIPING, HEADS (INCLUDING TYPE), VALVES AND CONNECTION TO WATER SERVICE. 10 20 40 60 WARE MALCOMB Leading Design for Commercial Real Estate cuchitectLLil' planning interLors graph.ics sit\.! devl'lopnH . .'llt 6363 greenwich dr. .stu. 175 sun diego. <.·alifornia 92122 p 858.638.7277 l 858.638.7506 \ \ AB 1881 NOTE: I I \ \ I I I \ \ \ CAU I IUN: It-I HI~ ~Hl::.1::.I I~ NU I L'.4"xjti" 11 I~ A kl::.UUCt:.U r'Ki,\1I [I] G) P.O.C. & CONTROLLER NOTES P.0.C. NOTE: POINT OF CONNECTION SHALL BE 1" DOMESTIC (FUTURE RECYCLED) IRRIGATION WATER METER. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. Domestic (Future Recycled} Irrigation Water Meter Information Address; Water Purveyor: 2478 lmpala Drive City of Carlsbad Water Department Carlsbad , CA. Ph.# 760-602-2748 Meter Size 1" Static Pressure (High 106 PSI.) (Low 87 PSI.) System Design Pressure 50 PSI. Maximum System Demand 20 GPM Landscape Area Served 30,139 sq. fl. Maximum Applied Water Allowance (MAWA) 559,838 gal.I yr. Estimated Applied Water Use (EAWU) 431,634 gal.I yr. CONTROLLER NOTE: CONTROLLER LOCATION. REFER TO LEGEND FOR CONTROLLER MAKE AND MODEL NUMBER. CONTROLLER ASSEMBLY SHALL BE INSTALLED WITHIN A WALL MOUNT ENCLOSURE ATTACHED TO TRASH ENCLOSURE WALL. FINAL LOCATION OF CONTROLLER ASSEMBLY AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. THE 120 VOLT POWER SUPPLY HOOK-UP OF THE IRRIGATION CONTROLLER SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. IRRIGATION CONSTRUCTION NOTES TRENCHING IN VICINITY OF EXISTING TREES WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIONS, THE CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. DO NOT CUT ROOTS OVER 1" IN DIAMETER. ALL CUTS SHALL BE A CLEAN SHARP CUT. IF TRENCHING IS REQUIRED, THE CONTRACTOR SHALL HAND DIG THE TRENCHES TAKING CARE NOT TO DAMAGE ROOTS. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP UNTIL COVERED WITH SOIL. PAVING OFFSET NOTE: SPRAY HEADS ADJACENT TO PAVING SHALL BE INSTALLED A MINIMUM DISTANCE OF 24" INCHES FROM ANY NON-PERMEABLE SURFACE TO AVOID ANY OVERSPRAY. BUILDING OFFSET NOTE: IRRIGATION ADJACENT TO BUILDING DRIP OR SPRAY SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID WATER/OVER-SPRAY ONTO BUILDING OR WINDOWS. IRRIGATION VALVE CALLOUT ~-----CONTROLLER ~-----VALVE NUMBER A1 1" 10 --G.P.M. 1000' --APPROXIMATE LINEAR FOOTAGE OF DRIP TUBING ~-----VALVE SIZE IRRIGATION NOTE CALLOUT --IRRIGATION CONSTRUCTION G) CALLOUT NUMBER. --P.O.C. AND CONTROLLER dJ CALLOUT NUMBER. " 0 w u F 0 z w iE z 0 ~ ~ w 00 :, z OVERHEAD IRRIGATION SHALL NOT BE PERMITTED WITHIN 24 INCHES OF ANY NON-PERMEABLE SURFACE, (PER STATE ORDINANCE AB 1881.) ABSOLUTELY NO OVERSPRAY OR LOW HEAD DRAINAGE IS ALLOWED. FOR LANDSCAPE IRRIGATION PLAN -SEE SHEET 5 FOR LANDSCAPE IRRIGATION LEGEND -SEE SHEET 6 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 7 FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEETS 8 -14 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 14 -18 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. (Date) JI,,_ 05/31/15 , ~'C -:!fJ-. xp. a 1 '&,~/ f: OF CAL\~ R I D G E LANDSCAPE ARCHlrECTS "AS-BUILT" L.A. _______ EXP. DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 07.06.12 RS PLAN CHECK SUBMITTAL #3 09.04.12 RS CITY SUBMITTAL 09.26.13 RS FINAL SUBMITTAL CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE IRRIGATION PLAN LA POSADA DE GUADALUPE MEN'S SHEL 1ER APPROVED ~ z 0 j ~ i} w ~ 0 8841 Resea(ch Drive ~ REVIEWED BY: r~a[ Lr-l,=;:\Lott' :;;-~1-t-f Suite 200 1'1 Irvine, CA 926 l 8 i fel 949 337 1323 DATE BY DESCRIPTION ~ www.rid9ela.com PLANNING DATE APP'D OWN BY LA PROJECT NO. DRAWING NO. CHKD BY RS CUP 10-08 473-4L SCALE AND NORTH INSPECTOR DATE REVISIONS ~ FIELD BY .__ ____________________ ...... __ _;..,;;;.;;;..;...;.;.;;...;.,;.,;;.;...,;.;.;__...,1 ___________ J... _________ .J.. _________ ..J.. ____ ___;:.:.:;:=:::.:::..... ____ ..l,;;;~~~~;;;;;;;;~~~;,,;;;;~~~;;;;;;Jc SYMBOL NO SYMBOL NO SYMBOL E··-··-··-··-··3 -··-··-··-··-· .. -.. -.. -.. -.. -.·•-··-··-··.-· @) NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL -----w----- ---FS----FS--- ..... Or-- --- { ' l o : !... ____ ) Project Name: Lo Posodo rv1eter Number: # l Controller letter: "A" Evopo transoiratfon Rotes: MANUFACT. AS APPROVED AS APPROVED 3M NETAFIM NETAFIM NETAFIM NETAFIM TORO NETAFIM T. CHRISTY'S AS APPROVED AS APPROVED AS APPROVED K.B.I. K.B.I. AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED IRRIGATION MATERIAL LEGEND (CONTINUED) MODEL NO./ DESCRIPTION "PURPLE" RECYCLED WATER SLEEVES UNDER PEDESTRIAN PAVING, SCHEDULE 40 PVC PIPE TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. SLEEVES LESS THAN 3" DIAMETER-18" COVER. 3"-5-1/2" IN DIAMETER-24" COVER, 6" OR GREATER IN DIAMETER-36" COVER. PURPLE RECYCLED WATER SLEEVES UNDER ROADS, SCHEDULE 80 PVC PIPE THREE TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. 6" SLEEVES OR LESS IN DIAMETER-36" COVER, SLEEVES GREATER THAN 6" IN DIAMETER-48" COVER IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) DBY DIRECT BURIAL WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS. TLDLR9-12, TECHLINE SERIES DRIPLINE "PURPLE" TUBING WITH .90 GPH PRESSURE COMPENSATING INLINE EMITTERS 12" ON CENTER. INSTALL TUBING ROWS A MAXIMUM OF 16" APART IN SHRUB AREAS, ALL TUBING SHALL BE INSTALLED 2" BELOW FINISHED GRADE WITH 9" WIRE STAKES, FIVE (5) FEET ON CENTER VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO COMMENCING WORK. ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING TECHLINE SERIES DRIPLINE INSERT FITTINGS. TL050MFV-1, TECHLINE AUTOMATIC FLUSH VALVE. LOCATE AT END/MIDDLE OF DRIPZONE 3/4" PCV FLUSH MANIFOLD LINE. INSTALL FLUSH VALVE INSIDE A SEPARATE 6" ROUND VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS, TLAVRV AIR/VACUUM RELIEF VALVE. INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER. USING AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO ALL DRIPLINE LATERALS WITHIN THE ELEVATED AREA WITH DRIPLINE INSERT FITTINGS. MULTIPLE ARV'S SHALL BE REQUIRED PER RCV WITHIN UNDULATING AREAS. VERIFY QUANTITY OF ARV'S PRIOR TO STARTING WORK. INSTALL VALVE BOX MINIMUM 18" FROM PAVING AND AT HIGH POINTS OF PLANTER AREA. INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. T-DL-MP9, DRIPLINE POP-UP OPERATIONAL INDICATOR. INSTALL ONE INDICATOR PER DRIP VALVE ZONE. PLACE IN SHRUB AREAS ONLY 18" FROM PAVING. INSTALL PER MANUFACTURER'S SPECIFICATIONS. TLDLR9-12, TECHLINE SERIES DRIPLINE "PURPLE" TUBING WITH .90 GPH PRESSURE COMPENSATING INLINE EMITTERS 12" ON CENTER, COILED INTO CONCENTRIC RINGS SURROUNDING BASE OF TREE TRUNK, MINIMUM FOUR RINGS PER TREE. 65' FEET OF DRIP TUBING PER TREE@ .92 GPH PER FOOT= 0.99 GPM RECYCLED WATER VALVE l.D. TAG INSTALL WITHIN EACH VALVE BOX TYP. RECYCLED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER DISTRICT REQUIREMENTS. CONTROLLER SHALL HAVE RECYCLED WATER PLACARD INSTALLED AS REQUIRED. ALL VALVE BOXES SHALL BE PURPLE COLOR CODED AND MARKED AS REQUIRED. KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RC\/ 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. ULTRA-VIOLET RESISTANT SCH 40 PVC PIPE 3/4" -2" LATERAL LINES ON-GRADE WITH DO-NOT-DRINK RECYCLED WATER WARNING STENCIL MARKED ON PIPE 5' O.C. STAKE PIPE AT 8' O.C. USING #4 REBAR J-HOOKS. (TEMPORARY ZONE 2-B IRRIGATION ONLY) POTABLE WATER METER, PER CIVIL ENGINEER'S SHEETS. POTABLE WATER BACKFLOW DEVICE BY OTHERS, PER CIVIL ENGINEER'S SHEETS. POTABLE WATER LINE, PER CIVIL ENGINEER'S SHEETS. POTABLE WATER FIRE LINE, PER CIVIL ENGINEER'S SHEETS. FIRE HYDRANT, PER CIVIL ENGINEER'S SHEETS. FIRE DOUBLE DETECTOR CHECK BY OTHERS, PER CIVIL ENGINEER'S SHEETS, IRRIGATION MAINLINE AND CONTROL WIRES CONNECTION TO CISTERN BOOSTER PUMP. CONTRACTOR SHALL CONFIRM BOOSTER PUMP MINIMUM OPERATING PRESSURE OF 50 PSI. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. RAIN WATER CAPTURE CISTERN WITH BOOSTER PUMP, PER CIVIL ENGINEER'S SHEETS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER. NOTE: ALL VENT PIPE OPENINGS ON CISTERN SHALL BE COVERED BY SCREEN MESH WITH OPENINGS LESS THAN 1.2mm. SEASONAL IRRIGATION SCHEDULE I I Cycles Per Doy: Days Per Week: lrriqation Eifidencv 1%): I 6 lrrigation Pressure Colculation fl.later No: HGL: (Low 550') (High 594) Elevation of Meter: DETAIL O,P O,P,Q Q R,S, T T u V w X N/A y N/A N/A N/A N/A BB N/A N/A N/A N/A N/A N/A N/A N/A I 550 FT 348 Fl Eta Historical: ·,.42.B Winter ' 0.09 6.7 Sµring r 0.15 12.0 Foll ,.. 0.12 9.8 Rotors: 0.75 0.7! 0.85 o:,o 0.85 0.75 0.71 Booster Pump Operofing Pressuce PSI: 50 psi Elo Per Day Eta Per Season summer ' 0.18 lo.3 Run Times (Minutes per Ony) = (Elo) 7 (IE)+ (PR)+ (RD)+ (C) x (Kc) x 60 Eto = Seasonal EvapotranspiraUon IE = lrdyu lion l:Hiciency PR = Precipitation Rate {Inches per Hour} RD = Run do;,s (Seosonal rotal} C = Cycles pe< Duy Kc= Crop Coefficient 60 = Conversion to rninutes Spmy Heocls: Bubbl6' Heods: Drip S'f5terns: Surfoce Drip: Strernn Rotary. Micro Sproy Ptecipitatlon Rate fi~/hrl Rotors; Spmy f-Jljuds: Bubble£ Heads: Drip Sy;lerns: Surfoce Drip: Sf(eom Rotary: Micro .':ipruy: Plcmting luigation Winter Spring Summer Fall Kc PR IE 0.45 1.60 3.00 0.60 0.45 0.45 0.61 Run Tlmes Vc.1Jve Quantity 17 Shrub rype (Dec, Jan, Feb) (Mrn, Apr, May}; {Jun, Jut Aug) (Sep, Oct, 1'-lov) Spruy 0.40 1.60 O.l ! ' J l ,. 54 .,. 64 .,,~~-,~,5---'--M~i-n-. r~,e-r~D~c-,y---j lndlvitJuo! Volve r~un nrne Minutes Per Duy" 2 " 3 ,. 4 ,, 3 4 Shrub Drip 0.40 ' 0.60 O.?O ,. 15 ,. 27 ---, 32 -,. 22 Min. Per Doy lndividuul Volve Run rirne Minutes Per Duy' 4 .,. l ' B " 6 3 Shrub Rotor 0.40 ,. 0.45 0.75 r 18 32 r 38 ' 26 Min. Per Day Valve No: 8 \/afve Dernund 20 GPiv, Mu.xi mum System Demond ~0 GPM Elevation Chonge P.O.C. to Highest Heod: 13 Fr Losses: -- !" Water fl,\eier (Booiier Pump) . 0.0 psi . 2" Basket Stroiner !-1/2" Muster Valve ! " Flow sensor Jsolarlon Valves !"R.C.V. 400 Feet or l-l/2'' Mainline Sch. 40 Filting Loss 10% Lalerol Line Loss 10% Loss to Highest Head rotal Losses: Head Operating Pressure: Total Pressure Required: 1.0 psi 1.2 psi 1.0 psi 0.5 psi 2.9 psi 3.6 psi 1.0 psi 3.0 psi 5.6 psi 20 psi 30 psi 50 psi SYMBOL Q VAN H <D F • • ■ @ @ ® (J) ® ® ® I[] MANUFACT. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD HUNTER HUNTER HUNTER P.O.C. WILKINS EATON SUPERIOR DYNAQUIP HUNTER NIBCO AS APPROVED WATTS NELSON RAIN BIRD RAIN BIRD HUNTER HUNTER N/A AS APPROVED AS APPROVED CAUTIUN: If THI~ ~HEET I~ NUT L4"xJo" IT I~ A KEDUCEU PKINT IRRIGATION MATERIAL LEGEND MODEL NO./ DESCRIPTION 1812-SAM-PRS-NP, 12" POP-UP HEAD W/ RAIN BIRD 8-FLT SERIES MPR NOZZLES W/ PCS SCREENS, 008 / 030 VAN/ 025 1812-SAM-PRS-NP, 12" POP-UP HEAD W/ RAIN BIRD B SERIES MPR NOZZLES 1812-SAM-PRS-NP, 12" POP-UP HEAD W/ RAIN BIRD 10 SERIES MPR NOZZLES 1812-SAM-PRS-NP, 12" POP-UP HEAD W/ RAIN BIRD 12 SERIES MPR NOZZLES 1812-SAM-PRS-NP, 12" POP-UP HEAD W/ RAIN BIRD 15 SERIES MPR NOZZLES GPM .08, .30, .25 .26, 1.55, .52, .1.05 .41, 2.10, .82, 1.64 .65, 1.95, 1.30, 2.60 .92, 2.78, 1.85, 3.70 1812-SAM-PRS-NP, 12" POP-UP HEAD W/ RAIN BIRD 15 STRIP SERIES .40, .90, .90 LCS-PCS-040 / RCS-PCS-040 / SST-PCS-090 / CST-PCS-090 1806-SAM-PRS-NP, 6" POP-UP BUBBLER HEAD W/ RAIN BIRD 5CST-B-PCS-030, .30, .25, .40, .60 5Q-B-PCS-025, 5H-B-PCS-040, 5F-B-PCS-060, STREAM BUBBLER NOZZLES. 1812-SAM-PRS-NP, 12" POP-UP HEAD W/ HUNTER MP ROTATOR SERIES MP CORNER .17 1812-SAM-PRS-NP, 12" POP-UP HEAD W/ HUNTER MP ROTATOR SERIES MP1000 .16 .32 .65 1812-SAM-PRS-NP, 12" POP-UP HEAD W/ HUNTER MP ROTATOR SERIES MP2000 .33 .631.27 1812-SAM-PRS-NP, 12" POP-UP HEAD W/ HUNTER MP ROTATOR SERIES MP3000 .741.58 3.15 1812-SAM-PRS-NP, 12" POP-UP HEAD W/ HUNTER MP ROTATOR SERIES .19 .19 .38 MPLCS515/MPRCS515/MPSS530 NOTE, PSI 30 30 30 30 30 30 30 30 30 30 30 30 ALL SPRAY HEAD BODIES SHALL HAVE FIELD INSTALLED RECLAIMED WATER IDENTIFICATION BODY CAP# 1800 NP COVER. PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB ROTOR .43, .90, 1.7 35 HEAD WI NOZZLES Q-.50SR/H-1.0SR/F-2.0SR PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB ROTOR .68, 1.3, 2.7 35 HEAD W/ NOZZLES Q-.75SR/H-1.5SR/F-3.0SR PGP-00-R, ULTRA SERIES, SHRUB ROTOR HEAD ON RISER W/ NOZZLES Q-1 / H-4 / F-5 .60, 1.4, 1.8 30 NOTE: RADIUS 5 FT 8 FT 10 FT 12 FT 15 FT 4X15 FT 4X30 FT 3 FT 8-12 FT B-12 FT 13-17 FT 18-27 FT 4X14 FT 4X28 FT 16 FT 20 FT 25 FT 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. NOTE: POP-UPS SHALL BE USED IN THE RIGHT-OF-WAY AND WHEREVER WITHIN 10' OF ANY HARDSCAPE, TURF, OR OTHER AREA WHERE PEDESTRIAN TRAFFIC MAY OCCUR .. 1" DOMESTIC (FUTURE RECYCLED) IRRIGATION WATER METER WITH 2" SERVICE LINE. VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE IN FIELD. 975XL\/SR PRE-SET SERIES, 1-1/4" RIP BACKFLOW PREVENTION ASSEMBLY WITH MODEL "YB" WYE STRAINER AND "BR4" PRESSURE REGULATOR INSTALLED AS PART OF ASSEMBLY. R/P ASSEMBLY SHALL BE INSTALLED WITHIN A V.1.T. STRONG BOX SBBC-30CR BACKFLOW DEVICE ENCLOSURE INSTALLED ON A POURED IN PLACE CONCRETE PAD. SIMPLEX MODEL #72, CAST IRON, BASKET STRAINER 2" SIZE W/ FLANGED CONNECTIONS AND 80 MESH FILTER ELEMENT. (2" FLANGED PART# ST0720200F4C) MODEL 3200-R, 1-1/2" NORMALLY CLOSED, RECYCLED WATER MASTER CONTROL VALVE. EYHG7AUE25H, DYNAMATIC SERIES, 1-1/2", ELECTRIC 24 VAC, 3-WAY BRASS VALVE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO RAIN WATER CISTERN CONTROL PANEL. INSTALL AND WIRE "3-WAY" VALVE TO OPEN WHEN BOOSTER PUMP FLOAT IS ACTIVATED. HFS-150/FCT-158, 1-1/2" FLOW SENSOR WITH 1-1/2" SCHEDULE 80 SENSOR RECEPTACLE TEE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER. T-453-B, 1-1/2" CLASS 200 BRONZE CHECK VALVE, LINE SIZE. INSTALL WITHIN 10" ROUND (PURPLE) "RECYCLED WATER" PLASTIC VALVE BOX. 2-CONDUCTOR 16 AWG. SHIELDED FLOW SENSOR CABLE, INSTALLED WITHIN 1" PVC CONDUIT AND ROUTE TO CONTROLLER NO SPLICES ALLOWED. B-6080-SS-SH, 2" FULL PORT BRONZE BALL VALVE WITH STAINLESS STEEL BALL, STEM, AND HANDLE OPTIONS, LINE SIZE. 7645, NON-POTABLE, ACME THREAD, QUICK COUPLER VALVE WITH PURPLE LOCKING COVER. PESB-R-PRS-D (1" OR 1-1/2") SERIES RECLAIMED WATER, PRESSURE REGULATING PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN. XCZ-PRB-100-COM-R, 1" SERIES DRIP VALVE CONTROL ZONE KIT ASSEMBLY, SIZE AS SHOWN. ASSEMBLY INCLUDES RAIN BIRD 1" PESB RCV, 1" PVC BALL VALVE AND 1" PRESSURE REGULATING BASKET FILTER. ACC-3600, 36 STATION (ACC) "SMART" IRRIGATION CONTROLLER, POWDER COATED METAL OUTDOOR WALL MOUNT ASS EMBLY. CONTROLLER SHALL BE LOCATED ON BLOCK WALL AT TRASH ENCLOSURE. VERIFY EXACT LOCATION IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK "SOLAR SYNC-SEN" (ET) SENSOR WITH RAIN SENSOR INSTALL PER MANUFACTURES RECOMMENDATIONS AND WIRE TO CONTROLLER. INSTALL MODULE WITHIN ENCLOSURE. MOUNT SENSOR ON 2" GALVANIZED PIPE CLEAR OF ANY OBSTRUCTIONS. VERIFY EXACT LOCATION IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 120 VOLT ELECTRICAL POWER PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD. THE COORDINATION OF POWER AND CONNECTION OF CONTROLLER SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. "PURPLE" RECYCLED WATER PVC PIPE 3/4" -1-1/2" CLASS 200 AS LATERAL LINES 12" BELOW GRADE. "PURPLE" RECYCLED WATER PVC PIPE 1-1/2" SCH. 40 AS MAINLINES 18" BELOW GRADE. DETAIL A A,B A,B A,B A,B A,B A,B A,B A,B A,B A,B A,B A,C A,C BB z D E F F G N/A G H J, L K, L M M N/A N N,AA ~ w u F 0 z w F w F w w ~ FOR LANDSCAPE IRRIGATION PLAN -SEE SHEET 5 FOR LANDSCAPE IRRIGATION LEGEND -SEE SHEET 6 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 7 ~-------------------------Ir a ~ FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEETS 8 -11 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 14 -18 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 8 0 lndividvul \/Give Run lime Minutes' 5 Shrub Rofrny r 0.40 ' 0.61 ' 0.75 ,. 6 23 5 , 11 39 8 13 47 9 33 7 Min. Per Dciy ~ ~ ,----------------------"l""-------------------~------------------""!"--------------------------"T:~~~~~~~~~~~~~~~~~~~~~~~~~ .. 15 1 SH6EET 11 CITY OF CARLSBAD I r SHE1ET8 s 1 ~ Total Valves 29 Individual Valve Run rime Minutes Per Doyr Total Hour Run Times / 6 Dc1ys f'er Week CONTROLLER SCHEDULING NOTE, 1.45 THESE SUGGESTED RUN TIMES ARE FOR REFERENCE ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO VARYING SITE CONDITIONS. CONTRACTOR SHALL ADJUST RUN TIMES AS REQUIRED TO PROVIDE APPROPRIATE WATER FOR EACH VALVE CIRCUIT. MULTIPLE CYCLES MAY BE REQUIRED TO MINIMIZE PONDING AND RUNOFF ONTO NON-IRRIGATED AREAS. 2.53 3.02 2.09 Hours Per Day WARE MALCOMB Leading Design for Commercial Real Estate architecture planning interi:ors graphics site devclopuu.!Itt 6363 greenwich dr. ste. 175 s,m diego. califomi,1 92122 p 858.638,7277 / 858.638.7506 R I D G E LAflDSCAPE ARCHITECTS 331\ 1 Research Drive Suite 200 lrville, CA 92G 18 Tel 949 387 1323 www.ridgela.com "AS-BUILT" DATE L.A. ______ EXP. REVIEWED BY: REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 07.06.12 RS PLAN CHECK SUBMITTAL #3 09.04.12 RS CITY SUBMITTAL 09.26.13 RS FINAL SUBMITTAL DATE BY 0ESCRIPTI0N APP'D . PLANNING DEPARTMENT . : LANDSCAPE IRRIGATION LEGEND LA POSADA DE GUADALUPE MEN'S SHELTER APPROVED F ~ ~ z 0 3 0: u w ~ ~ :;,-~\-1-r ~ DATE ~ OWN B)" __ Lc'A_'___ PROJECT NO. DRAWING NO. I CHKD BY -~RS __ _ PLANNING INSPECTOR DATE REVISIONS CUP 10-08 473-4L ~ L------------------------------------------------------------.1 _____________________ .J __________ .::::::::::::::::..J. ___________________ J.. _________ .::~:;.:~:.~---------.J~F;;IE;L;D;;B;Y~~~~~.;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;.;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;.J ~ Irrigation Installation Notes 1. THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS AND ALL INSPECTIONS AS REQUIRED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY AND ALL DAMAGES TO OPERATIONS OR WORK OF OTHER CONTRACTORS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ACTIVITIES WITH ALL AGENCIES AND OTHER TRADES. 3. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY ENCROACHMENT INTO ADJACENT PROPERTY, R.O.W.'S, EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL REPAIR OR REPLACE. AT NO ADDITIONAL COST TO THE OWNER, ANY DAMAGE TO UNDERGROUND UTILITIES THAT MAY OCCUR. 5. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING PLANS BEFORE BEGINNING WORK. 6. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO PROJECT LANDSCAPE ARCHITECT FOR DIRECTION. ANY CONTINUATION OF WOF<K IS AT THE CONTRACTOR'S RISK AND EXPENSE. 7. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITES, 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 PROJECT LANDSCAPE ARCHITECT FOR DIRECTION. 8. BEFORE ANY WORK COMMENCES, A CONFERENCE SHALL BE HELD WITH THE CITY'S REPRESENTATIVE AND THE CONTRACTOR, REGARDING GENERAL REQUIREMENTS OF THIS WORK. 9. INSTALL ALL IRRIGATION COMPONENTS ACCORDING TO LOCAL CODES AND ORDINANCES. 10. THE IRRIGATION WATER METER IS TO BE PROVIDED BY THE OWNER UNLESS SHOWN OTHERWISE ON THE PLANS. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL IRRIGATION EQUIPMENT DOWNSTREAM OF THE POINT OF CONNECTION (P.O.C.) AT THE IRRIGATION WATER METER. 11. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 12. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS (INCLUDING EXISTING AND/OR NEW PLANT MATERIAL), GRADE DIFFERENCES OR DIFFERENCES IN THE AREA'S DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 13. THE WORK SHOWN ON THESE PLANS IS DIAGRAMMATIC; ALL ITEMS, I.E. CONTROLLERS, VALVES, MAINLINES, SLEEVES, WIRES, IRRIGATION HEADS, ETC. ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ONLY. DO NOT SCALE DIMENSIONS. DETAIL DRAWINGS MAY CLARIFY LOCATIONS OF SOME ITEMS. THE CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE IT IS OBVIOUS THAT THEY ARE IN CONFLICT WITH UNDERGROUND UTILITIES, STRUCTURES, OTHER IMPROVEMENTS, OR VEHICULAR OR PEDESTRIAN SAFETY CONSIDERATIONS. 14. CONTROLLER LOCATIONS ARE APPROXIMATE. FINAL LOCATION OF THE AUTOMATIC CONTROLLER AND THE BACKFLOW DEVICE SHALL BE APPROVED BY THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 15. ALL CONSTANT PRESSURE LINES SHALL BE TESTED FOR 3 HOURS UNDER A HYDROSTATIC PRESSURE OF 150 POUNDS PER SQUARE INCH AND BE PROVEN WATERTIGHT. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT FOR HYDROSTATIC TESTS. HYDROSTATIC TESTS SHALL BE PERFORMED IN THE PRESENCE OF THE LANDSCAPE ARCHITECT OR, IF APPROVED BY LANDSCAPE ARCHITECT, CONTRACTOR MAY E-MAIL DIGITAL PHOTOGRAPHS OF THE PRESSURE GAUGE TO THE LANDSCAPE ARCHITECT AT BEGINNING AND END OF TEST PERIOD. 16. 120-VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED PER THE ELECTRICAL ENGINEER'S PLANS AND SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ELECTRICAL SERVICE WITH THE GENERAL CONTRACTOR AND TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. 17. 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. 18. BACKFLOW DEVICE SHALL BE INSTALLED IN GROUND COVER AREA WHEREVER POSSIBLE. FINAL LOCATION SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE AND MAY VARY FROM THAT INDICATED ON THE DRAWINGS. 19. QUICK COUPLER VALVES, CONTROL VALi/ES, AND SHUT-OFF VALi/ES SHALL BE INSTALLED IN GROUND COVER AREAS WHEREVER POSSIBLE. 20. PIPING ANO WIRE CONDUIT PENETRATIONS THROUGH WALLS AND INSTALLATION EQUIPMENT UNDER PAVING SHALL BE INSTALLED IN SCH 40 PVC SLEEVES, AS CALLED OUT ON PLANS, OR AS PER LOCAL CODES AND MUST BE COORDINATED WITH THE GENERAL CONTRACTOR AND CONTRACTORS OF ALL VARIOUS TRADES THAT MAY BE INVOLVED TO ELIMINATE PROBLEMS THAT MAY ARISE FROM INACCESSIBILITY OR DAMAGE TO ANOTHER TRADE'S WORK. 21. USE CHECK VALVES AS REQUIRED TO ELIMINATE LOW HEAD DRAINAGE. 22. THE CONTRACTOR SHALL INSTALL KBI SERIES ANTI-DRAIN VALVES ON ALL LATERALS IN AREAS WHERE SLOPE OF GRADE EXCEEDS 4:1, WHERE POST VALVE SHUT-OFF DRAINING OF THE IRRIGATION OCCURS, OR AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 23. THE CONTRACTOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF PLANT MATERIAL. AT NO TIME SHALL THE CONTRACTOR APPLY WATER AT A RATE OF FREQUENCY WHICH CAUSES RUNOFF OR OVER-SATURATION OF THE SOIL. 24. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO ADJACENT PAVING, WALLS OR OTHER HARDSCAPE ELEMENTS TO THE EXTENT POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND ADJUSTING THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING FLOW FOR EACH SYSTEM. 25. WHEN RADIUS OF SPRINKLER HEADS AS REQUIRED FOR PROPER COVERAGE IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A PRESSURE COMPENSATING SCREEN (PCS) FOR LOW FLOW AND RADIUS CONTROL. 26. USE ADJUSTABLE ARC NOZZLES FOR ALL HEADS LOCATED IN AREAS WHERE A STANDARD ARC PATTERN SPRAYS OVER ONTO ADJACENT PAVING, WALLS OR OTHER HARDSCAPE ELEMENTS. ADJUSTABLE ARC NOZZLE SHOULD HAVE THE SAME RADIUS OF THROW AS THE NOZZLE BEING REPLACED. 27. NO O1/ERSPRAY OR LOW HEAD DRAINAGE SHALL BE ALLOWED. 28. WHEN VERTICAL OBSTRUCTIONS (LIGHT POLES, FIRE HYDRANTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 29. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWING. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE IMMEDIATELY UPON REJECTION. 30. ALL ELECTRICAL CONTROL WIRE SHALL BE DIRECT BURIAL, #14 UL APPROVED, IN AN 18" DEEP TRENCH, INSTALLED UNDERNEATH THE MAINLINE PIPE WHEN RUN IN THE SAME TRENCH. WIRE CONNECTORS SHALL BE PENTITE OR ORI-SPLICE ONLY. EXTRA HOT WIRE -2 PER EACH GROUP OF 5 WIRES -LABEL ALL SPARE WIRES AT BOTH ENDS. COLORS FOR CONTROL WIRE SHALL BE AS FOLLOWS: A. COMMON WIRE -WHITE B. HOT WIRE -BLACK C. EXTRA COMMON WIRE, MINIMUM 3 EACH DIRECTION AND ONE TO EACH LEG OF MAINLINE FROM POC PER CONTROLLER -WHITE WITH ORANGE STRIPE (DIFFERENT STRIPE COLOR PER CONTROLLER) 31. ALL AUTOMATIC CONTROLLER PROGRAMS MUST BE SET TO OPERATE BETWEEN THE HOURS OF 10 P.M. AND 6 A.M. 32. THE ENTIRE SPRINKLER SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING THE SETTLING OF BACKFILLED AREAS AND TRENCHES FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. SHOULD ANY OPERATION DIFFICULTIES IN CONNECTION WITH THE SPRINKLER SYSTEM DEVELOP WITHIN THE SPECIFIED GUARANTEE PERIOD, WHICH IN THE OPINION OF THE OWNER MAY BE DUE TO INFERIOR MATERIAL AND/OR WORKMANSHIP, SAID DIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST. 33. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER. 34. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE CONTRACTOR SHALL VERIFY WATER PRESSURE IN THE FIELD PRIOR TO CONSTRUCTION TO DETERMINE IF IT IS SUFFICIENT TO OPERATE SYSTEMS AS DESIGNED. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE PROJECT LANDSCAPE ARCHITECT. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. 35. AFTER INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT TO DETERMINE IF THE IRRIGATION COVERAGE FOR PLANTING AREAS IS AOEQUATE AND COMPLETE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR BECAUSE DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS WERE NOT BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. ONSITE RECYCLED AND POTABLE WATER SEPARATION REQUIREMENTS: Irrigation General Notes 1. IRRIGATION PLANS ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE. ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE ARE TO BE INSTALLED IN LANDSCAPED AREA. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. THE IRRIGATION CONTRACTOR SHALL ENSURE NO OVERS PRAY ONTO HARDSCAPE, STREETS, WALLS OR ANY OTHER HARDSCAPE i STRUCTURE. 2. MAINLINE SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. 3. WHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 4. WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD "PCS" PRESSURE COMPENSATING SCREEN FOR LOW FLOW AND RADIUS CONTf,OL. 5. USE ADJUSTABLE ARC NOZZLES FOR ALL HEADS LOCATED IN AREAS WHERE A STANDARD ARC PATTERN OVER SPRAYS ONTO BUILDINGS, WALLS OR PAVING. ADJUSTABLE ARC NOZZLE SHOULD HAVE THE SAME RADIUS OF THROW AS THE NOZZLE BEING REPLACED. 6. OVERHEAD IRRIGATION SHALL NOT BE PERMITTED WITHIN 24 INCHES OF ANY NON-PERMEABLE SURFACE, (PER STATE ORDINANCE AB 1881.) ABSOLUTELY NO OVERSPRAY OR LOW HEAD DRAINAGE IS ALLOWED. 7. IRRIGATION SLEEVES SHOWN FOR MAJOR STREET AND DRIVEWAY CROSSINGS FOR CLARITY ONLY. CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 8. ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MINIMUM 2X DIAMETEF< OF PIPE SLEEVES. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM 2-INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING. 9. ALL LEAD WIRES TO BE #14 GAUGE, AND BLACK IN COLOR. ALL COMMON WIRE TO BE #14 GAUGE AND WHITE WITH COLORED STRIPE DIFFERING PER CONTROLLER. TWO (2) EXTRA WIRES SHALL BE PROVIDED FOR EACH GROUP OF FIVE (5) VALVES AND LOOPED IN A NEARBY VALVE BOX WITH 2' MINIMUM COIL. 10. ALL SPRAY HEADS ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID OVERS PRAY ONTO BUILDING OR WINDOWS. ALL LAYOUT SHALL BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. 11. CONTROLLER LOCATION SHOWN ON THIS DRAWING IS APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE CONTROLLER LOCATION FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL CONNECTION FROM 120 VOLT POWER SOURCE TO THE CONTROLLER AND ALL WIRE CONNECTIONS FROM ALL VALVES AND APPURTENANCE VALVES TO TERMINAL STRIP. REFER TO ELECTRICAL ENGINEER'S DRAWING'S FOR POWER SOURCE. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL STATE AND NATIONAL ELECTRICAL CODES AND REGULATIONS. FINAL LOCATION AND EXACT POSITIONING OF THE CONTROLLER SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF CONTROLLER REQUESTED BY THE OWNER SHALL BE PROVIDEO BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. 12. ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER, ALL VALVES SHALL BE INSTALLED THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS. 13. BACKFLOW PREVENTER LOCATION SHOWN ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE BACKFLOW PREVENTER, AND ALL IRRIGATION APPURTENANCE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT. FINAL LOCATION AND EXACT POSITIONING OF BACKFLOW PREVENTER AND ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF THE BACKFLOW PREVENTER, AND ALL IRRIGATION APPURTENANCE AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISION AT NO CHARGE. 14. INSTALL POP-UP SPRINKLER ASSEMBLIES WITHIN 10-FEET OF ALL PEDESTRIAN USE AREAS. 15. INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE. AB1881 WATER BUDGET CALCULATIONS (CALCULATIONS SHOW THIS PROJECT TO BE IN COMPLIANCE WITH STATE WATER ORDINANCE AB1881) (AB1881) WATER BUDGET CALCULATIONS Maximum Applied Water Allowance (MAWA) Tne project's Maximum Applied 'Nater Allowunce shall be calculated using this equation: MAWA, (ETo) x (0.62) x [(0.7 x LA)+ (1.0 x SLA)] CAU I !UN: IJ-I Hl::i ::iHtt I l::i NU I L'.'.4"XJb" 11 l::i A KtUUCtU f-'KIN I RECYCLED WATER STANDARD PLAN NOTES 1. All work shall 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 contact with 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 bibs are strictly prohibited. 5. Cross-connections between recycleci water lines and potQble water lines are strictly prohibited. 6. No substitutions of pipe materials will be allowed without prior approval of the City of Carlsbad. 7. All mainline pipe shall have warning tape per the City of Carlsbad's Rules and 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 recycleci water shall be under tl1e supervision of the designated 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 the City of Carlsbad's Rules and Regulations. 10. Non-designated use areas sliall be protected from contact with recycleci water, whether by windblown sprny 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 or1 recycled water distribution 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-coded 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 laici with the warning tape and stenciling oriented toward the top of the 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, not pipe center lines. 16. Constant pressure recycled water lines shall cross at least twelve inches below potable water lines and maintain at lec1st twelve inches crossing separation belween other utilities. "17. If a constcmt 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 protective 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 Erwironrnental Health prior to any use of recycled water. 19. The required cross-connection inspection shall be done by either the Caclsbad Water District and/or tr1e San Diego County Department of Er1vironmental Health. Copies of inspection reports will be forw<:1rded 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. 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, tr1e 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 San Diego Water District. In case of emergency contact Rayrnonda Duvall at (6·19) 231-2828 Name Phone Number Or after hours contact Raymonda Duvall at (619) 231-2828 Name Phone Number 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 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 rnust be informed that recycled water is meant for irrigation purposes only, and is not approved for drinking purposes, hand washing, cleaning of tools, ect. Given the high turnover rate of employees in the landscape industry, it is important this information be ciisseminateci 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. 26. Contact the City's Office two days prior to the irrigation covernge 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 service until the appropriate corrective steps have been taken. 27. All pressure mainline pipe from the recycled water system stiall be installed to maintain a 10 foot rninirnurn 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. Elo (Historic:af Evapoir:an.spfraUon for Area) = ETAF(Evapotranspiration Adjustmeint Factor -LA)= ETAF(Evapotranspiration Adjustment Factor -SLA) = LA (Landscaped Area) = 42,80 0.70 1.00 30,139 ft2 a ft2 GUIDELINES FOR RECLAIMED WATER USE SLA (Special Landscaped Area)= 0.62 (Cor1V6rsion Facto,) [to ETAF MAWA for LA, 42.80 X 0.70 MAWA for SLA , 42.80 X 1.00 U\ or SU\ (ft') X 30,139 X 0 Totals, I 30,139 Maximum Applied Water Allowance {MAWA) = Estimated Applied Water Use (EAWU) Conversion MAWA (Gallons Per '/ear) X 0.62 559,838 X 0.62 0 559,838 559,838 Gal Ions Per Year The project's Estimated Applied Water Use shall be calculated using this equation: EAWU, (ETo)x (l(LJX (LA)x 0.62 + (IE) Eto (Historical Evapotranspira.tfon for Area) = KL (Lanclsc:cJp6 Coefficient) LA (Landscawxl At-3a.) 0.62 (Conversion Factor) IE (Irrigation Efficiency) Eta Hydroz.one # -1 (Shmb Drip) 42.80 Hydroz.one # 2 (Shrub Rotor) 42.80 Hydroz.one # 3 (Shrub Spray) 42.80 Hydroz.one # 4 (Shrub Rotary) 42.30 Totals = Estimated Applied Water Use (EAWU) = X X X X 42.80 Inches per Year KL LA I ft') Conversion I[ EAWU (Gallons Per Year) 0.40 X 2,198 X 0.62 • 0.90 25,923 0.40 X 7,372 X 0.62 .,. 0.75 104,332 0.40 X 12,387 X 0.62 0.71 192,659 -- 0.40 X 7,682 X 0.62 .,. 0.75 108,720 30,139 4.l1,6.l4 431,634 Gallons Per Year "AS-BUILT" 1. 2. The following guidelines are intended to provide the basic parameters for the use of reclaimed water in landscape irrigation. To operate your system in compliance with these guidelines you must Irrigate between the hours of 10:00 p.rn. and 6:00 a.rn. only. Watering outside this time frame must be done manually with qualified supervisory personnel on-site. No system shall at any time be left unattended during use outside tt1e normal schedule. Irrigate in a manner that will minimize runoff pooling and ponding. The application rate shall not exceed the infiltration rate of the soi!. Timers must be adjusted so as to be compatible with the lowest soil infiltration rate present. This procedure may be facilitated by tt1e efficient scheduling of the automatic control clocks, (i.e. employing the repeat function to break up tt1e totul irrigution time into cycles that will promote maximum soil absorption). 3. Adjust sprny heacis to eliminate overspray into areas not under the control of the customer. For example, pool decks, private patios, streets and sidewalks. 4. Monitor and maintain the system to minimize equipment and material failure. Broken sprinkler heads, leaks, unreliable valves, etc., should be repaired as soon as they become apparent. 5. Educate all maintenance personnel, on a continuous basis, of the presence of reclaimed water, and the fact that it is not approved for drinking purposes. Given the high turnover rate of employees in the landscape industry, it is important that this information be disseminated on an almost daily basis. It is you, the landscape contractor, who is responsible for educating each and every one of your employees. 6. Obtain prior approval for all proposed changes and modifications to any on-site facilities. Such changes must be submitted lo, and approved by, the District Engineering office and designed in accordance witt1 District standards. 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 terrnirmtion of service until the appropriate corrective steps have been taken. FOR LANDSCAPE IRRIGATION PLAN -SEE SHEET 5 FOR LANDSCAPE IRRIGATION LEGEND -SEE SHEET 6 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 7 FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEETS 8 -11 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 14 -18 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DEPARTMENT HORIZONTAL SEPARATIONS: THE PRESSURIZED RECLAIMED WATER PIPING SHALL MAINTAIN A (10) FOOT HORIZONTAL SEPARATION AT ALL TIMES FROM ALL POTABLE WATER PIPING AND/OR A PARALLEL SANITARY SEWER SYSTEM. IF A 10-FOOT HORIZONTAL SEPARATION IS NOT POSSIBLE, SPECIAL CONSTRUCTION REQUIREMENTS SHALL BE CONSIDERED, REFER TO DISTRICT STANDARDS. COMMON TRENCH CONSTRUCTION IS PROHIBITED. WARE MALCOMB REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 07.06.12 RS PLAN CHECK SUBMITTAL #3 LANDSCAPE IRRIGATION NOTES VERTICAL SEPARATIONS: THE PRESSURIZED RECLAIMED WATER PIPING SHALL MAINTAIN A MINIMUM OF ONE FOOT VERTICAL SEPARATION AT ALL TIMES FROM ALL PRESSURIZED POTABLE WATER PIPING AND/OR A SANITARY SEWER SYSTEM. THE PRESSURIZED RECLAIMED WATER PIPING SHALL BE INSTALLED ONE FOOT BELOW ALL PRESSURIZED POTABLE WATER PIPING ONE FOOT ABOVE ALL SANITARY SEWER SYSTEMS. IF A ONE FOOT VERTICAL SEPARATION IS NOT POSSIBLE, SPECIAL CONSTRUCTION REQUIREMENTS SHALL BE CONSIDERED. REFER TO DISTRICT STANDARDS. Leading Design for Commercial Real Estate ard1itecture planning intt!riors gra_p.l1ics site development 6363 grc:emvich dr. ste. l75 san diego. c,1Ufomi,1 92122 p 858.638.7277 f 858.638.7506 R I D G E LAMDSCAPE ARCH IT EC rs 3841 Research Drive Suite 200 Irvine, CA 92G 18 fel 949 337 1313 www.ridgela.com DATE 09.04.12 RS CITY SUBMITTAL 09.26.13 RS FINAL SUBMITTAL LA. _______ EXP. REVIEWED BY: DATE BY DESCRIPTION INSPECTOR DATE REVISIONS APP'O LA POSADA DE GUADALUPE MEN'S SHEL 1ER APPROVED ,~__q C=r-0\-ett ~· ">I ·l-t PLANNING DATE OWN BY LA PROJECT NO. DRAWING NO, RS CHKD BY CUP 10-08 473-4L FIELD BY ®- _____ _,1 • to ,..: r--''I 1 'n:,1 nv III', Ill 111-1 ------1-----~-~,--'k-r ( r\ WHITE EJLACK I -= -1 <\"MJN. SECTION VIEW 5 ------1 □ PIPE DIAMETEHS __jSFELNOS'!fOR~5 PIPE DIAMETERS ----DIMENSION 'A' DIMENSION 'B' ------~NO VALVES, REDUCEHS, ----~~ OF{ ELBOWS IN THIS N'\EA LEGEND: 1. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PURPLE COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "FS" ONTO LID. 2. FLOW SENSOR -SEE LEGEND FOR SIZE AND TYPE. 3. PVC MAINLINE -SIZE PER FLOW SENSOR, LENGTH AS REQUIRED. 4. NOMINAL SIZE SOLID BRICK (4 REQUIRED, ONE AT EACH CORNER). 5. LANDSCAPE FABRIC. 6. PEA GRAVEL -MINIMUM 4" DEPTH. NOTES: EXAMPLE: FOH 1.5" FLOW SENSDrt DIMEMSION (A)= MINIMUM ·JS" DIMENSION (8) = MINIMUM 7.5'' 7. (PURPLE) PVC MAINLINE TO MASTER VALVE -SEE LEGEND FOR TYPE, SIZE PER PLAN. 8. SCH 80 REDUCER COUPLING -SIZE PER MAINLINE AND FLOW SENSOR (2 REQUIRED). 9. 1" SCH 40 PVC WIRE CONDUIT WITH SWEEP ELBOW TO CONTROLLER LOCATION. 10. FINISHED GRADE. SET TOP OF VALVE BOX ½" ABOVE GRADE IN TURF AREAS AND 1-1/2" ABOVE GRADE IN SHRUB/ GROUNDCOVER AREAS. 11. EPOXY-FILLED WATERPROOF CONTROL WIRE CONNECTIONS -SEE LEGEND FOR TYPE. PROVIDE MINIMUM 24" WIRE EXPANSION COILS AT FLOW SENSOR. 12. CHRISTY'S RECYCLED WATER WARNING TAG. A. INSTALL FLOW SENSOR PER MANUFACTUR'S RECOMMENDATIONS. B. USE SCH. BO PVC 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH. C. INSTALL FLOW SENSOR CABLE WITHIN 1" SCH 40 PVC CONDUIT AND WIRE TO CONTROLLER. D. USE SCH BO PVC FITTINGS. E. SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUND COVER AND SHRUB AREAS. FLOW SENSOR 9 )---./ SECTION VIEW LEGEND: 1. FINISHED GRADE. 2. SCH 80 PVC NIPPLE -LENGTH AS REQUIRED. 3. SCH 80 PVC UNION. 4. SCH 80 PVC REDUCER BUSHING, SxT, SIZE AS REQUIRED (QTY. 2 REQUIRED). 5. PVC MAINLINE -DEPTH PER SPECS. 6. 45 DEGREE ELBOW, SCH 80 FITTINGS SHALL BE USED TO RAISE MAINLINE FOR BALL VALVE WITHIN 12" OF FINISHED GRADE. (QTY. 4 REQUIRED) 7. NOMINAL SIZE SOLID BRICK (QTY. 4 REQUIRED -ONE AT EACH CORNER OF VALVE BOX). NOTES: NOT TO SCALE ' to G) 8. LANDSCAPE FABRIC. 9. PEA GRAVEL -MINIMUM 4" DEPTH. 10. BALL VALVE -SEE LEGEND FOR TYPE. INSTALL SHUTOFF HANDLE PERPENDICULAR TO BOX LID. 11. RECYCLED WATER WARNING TAG. 12. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING PURPLE COVER WITH STAINLESS STEEL BOLT AND WASHER. HEAT BRAND "BV" ONTO LID. A. SCH 80, 45 DEGREE ELBOW FITTINGS, SHALL BE USED TO RAISE MAINLINE WITHIN 12" OF FINISHED GRADE. (FOUR REQUIRED) B. PLACE VALVE BOX IN GROUNDCOVER AND SHRUB AREAS WHENEVER POSSIBLE. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. VALVE BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE -INSTALL VALVE CENTERED IN BOX. E. BOLTDOWN VALVE BOX COVER WITH STAINLESS STEEL BOLT AND WASHER. F. ALL MAINLINE AND VALVE FITTINGS SHALL BE SCHEDULE 80 FITTINGS. BALL VALVE NOT TO SCALE SECTION VIEW LEGEND 1. FINISHED GRADE IN TURF AREAS 7. PVC MAINLINE TO MASTER VALVE, PIPE PER SPECS. 2. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BS" ONTO LID. 8. 3/4" ROCK, 2 CUBIC FT. 9. BP.ICK SUPPORTS LANDSCAPE FABRIC 3. FINISHED GRADE IN SHRUB AREAS 11. PVC MAINLINE FROM P.0.C. 4. BASKET STRAINER, SEE LEGEND FOR SPECIFICATION 12. PVC SCH 80, 45 DEGF\EE ELL· TYP. (FOUR REQUIRED). 5. BRASS NIPPLE TYP. 13. RECYCLED WATER WARNING TAG 6, FLANGED CONNECTIONS NOTES: A. USE SCH BO PVC FITTINGS. B. SET TOP OF VALVE BOX ½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS. C. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE MAINLINE DEPTH. BASKET STRAINER NOT TO SCALE ' ;§:! Ii,\ rn· 1,1 W11\ ,\ 5 )--./ SECTION VIEW LEGEND: 1. PVC MAINLINE FROM BACKFLOW DEVICE. SEE LEGEND FOR TYPE, DEPTH PER SPECIFICATIONS. 2. PVC SCH 80, 45 DEGREE ELL -TYP. (4 REQ.). 3. PEA GRAVEL -MINIMUM 4" DEPTH. 4. NOMINAL SIZE SOLID BRICK (4 REQUIRED -ONE AT EACH CORNER OF VALVE BOX). 5. LANDSCAPE FABRIC. 6. PVC MAINLINE TO FLOW SENSOR. SEE SPECIFICATIONS AND TRENCHING DETAIL FOR MAINLINE DEPTH. 7. SCH 80 PVC NIPPLE -LENGTH AS REQUIRED (3 REQ.) 8. SCH. 80 PVC UNION 9. FINISHED GRADE. SET TOP OF VALVE BOX ½" ABOVE FINISHED GRADE IN TURF AREAS, AND 1-1/2" IN SHRUB I GROUND COVER AREAS. 10. CHRISTY'S RECYCLED WATER WARNING TAG AND VALVE STATION# l.D. TAG ATTACHED TO VALVE BONNET BOLT. 11. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER , USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND "MV" ONTO LID. 12. EPOXY-FILLED WATERPROOF CONTROL WIRE CONNECTIONS. SEE LEGEND FOR TYPE. PROVIDE MINIMUM 24" WIRE EXPANSION COILS AT VALVE. 13. SCH 80 PVC FEMALE ADAPTER (2 REQ.) 14. PVC SCH BO UNION (VALVE SIZE) WITH REDUCING BUSH IF REQUIRED. 15. MASTER CONTROL VALVE. SEE LEGEND FOR TYPE. NOTES: A. USE SCH BO PVC FITTINGS. B. SET TOP OF VALVE BOX ½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE MAINLINE DEPTH. MASTER VALVE NOT TO SCALE CAU I IUN: Ir I Hlt:i t:iHt:.t:. I lt:i NU I l4"x::1b" 11 lt:i A Kt:.UUCt:.U f-'KIN I • 1----{ 1 ~~--{4 ,.,.,---.. 5 ---mm= i·1i'll11i'11:i;=I ~111111-_llf' @6 '11 111 'II I t,11,Eallai-+I _1·----{7 ►------(8 SECTION VIEW NOTES: LEGEND: 1. SHRUB ADAPTER SPRAY HEAD- SEE LEGEND FOR SPECIFICATIONS. 2. SPRING-TYPE ANTI-DRAIN VALVE. 3. RE-BAR STAKE -#4 X 30" LENGTH. 4. VANDAL-PROOF STAINLESS STEEL CLAMP -USE IN 3 PLACES. 5. FINISHED GRADE. 6. UNDISTURBED SOIL. 7. ULTRA-VIOLET RESISTANT SCH 40 PVC PIPE -LENGTH AS REQUIRED. 8. SCH 40 PVC THREADED COUPLING. 9. PRE-ASSEMBLED TRIPLE SWING JOINT. HUNTER SJ SERIES (OR APPROVED EQUAL). SIZE AS PER SPRINKLER OUTLET. 10. SCH 40 PVC SxSxT TEE FITTING - LATERAL SIZE x SPRINKLER INLET SIZE. 11. LATERAL LINE -SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED. A. INSTALL SPRINKLER HEADS 12" FROM FENCES, WALLS, OR BUILDINGS. B. DO NOT INSTALL SPRINKLER HEAD WITHIN 36" OF PAVING, CURBS, OR TURF EDGES. C. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAY TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS, OR BUILDINGS. ROTOR HEAD ON RISER NOT TO SCALE ,.,.,---.. 1 C C iifl ,"J:>·.i}_'ii}:li~f~ SECTION VIEW 8 NOTES: LEGEND: 1. R/P DEVICE -SEE LEGEND FOR SIZE AND TYPE. 2. BACKFLOW ENCLOSURE MOUNTED ON CONCRETE PAD, SECURED WITH PADLOCK. 3. PRESSURE REGULATOR -SEE LEGEND FOR TYPE. 4. BRASS UNION. 5. BRASS ELL (TYP). 6. SCH 80 PVC NIPPLE -6" MINIMUM. 7. MAINLINE TO MASTER VALVE. 8. SCH. 80 FEMALE ADAPTER. 9. "SCH. K HARD COPPER" MAINLINE FROM METER. 10. 12"x12"x12" CONCRETE THRUST BLOCKS- TWO REQUIRED. 11. CONCRETE SLAB -SEE NOTE BELOW. 12. BRASS FULL-PORT BALL VALVE, LINE SIZE. 13. "SCH. K HARD COPPER" RISER -LENGTH AS REQUIRED, 5 REQ. 14. WYE STRAINER -SEE LEGEND FOR TYPE. 15. BRASS BALL VALVE. A. CONCRETE SLAB SHALL BE MINIMUM 4" THICK, 18" WIDE, AND EXTEND MINIMUM 8" PAST THE BACKFLOW ASSEMBLY PIPING. B. IF BACKFLOW ENCLOSURE IS SPECIFIED IN THE LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER. C. BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE TO GOVERNING CODES AND ORDINANCE. D. WRAP SUBSURFACE BRASS PIPING WITH 10 MILL UPC PIPE WRAP. E. PROVIDE 6" CLEARANCE ALL AROUND ENCLOSURE. SLOPE TO DRAIN AWAY AND FINISH WITH 1/4" ROUND OVER. F. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS. PROVIDE ADEQUATE CLEARANCE FOR MAINTENANCE. BACKFLOW DEVICE NOT TO SCALE (j) LEGEND: 1. POP-UP SPRAY HEAD -SEE LEGEND FOR TYPE. 2. FINISH GRADE. INSTALL HEAD ½" ABOVE GRADE IN TURF AREAS ANO 1" ABOVE GRADE IN SHRUB AREAS. 3, APPROVED BACKFILL. 4, MANUFACTURED SWING JOINT - HUNTER SWING JOINT MODEL #SJ-512 OR RAIN BIRD MODEL #SA-125050. 5. SCH 80 PVC TEE-SxSxT OR ELL-SxT. 6. (PURPLE) PVC LATERAL LINE PIPE - SEE LEGEND FOR TYPE, SEE PLANS FOR SIZE 5 7. PURPLE COVER. SECTION VIEW 6 NOTES: A. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. B. INSTALL SPRINKLER HEADS 24" FROM ANY NON-PERMEABLE SURFACE. C. INSTALL SPRINKLER HEADS MINIMUM 12" FROM ALL BUILDINGS AND WALLS. D. INSTALL SPRINKLER HEADS PLUMB. E. ADJUST SPRAY OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. F. USE TEFLON TAPE ON THREADED FITrtNGS, TYPICAL. G. DO NOT SCALE DRAWINGS. H. DO NOT USE SIDE INLET. @ POP-UP SPRINKLER 12" MINIMUM ORAS SITE REQUIRES NOTES: -~--12 _,.,----, 3 _,.,----, 5 SECTION VIEW NOT TO SCALE LEGEND: 1. SPRINKLER NOZZLE -SEE LEGEND FOR SPECIFICATIONS. 2. PRESSURE REGULATING SHRUB ADAPTER -SEE LEGEND FOR SPECIFICATIONS. 3, ULTRA-VIOLET RESISTANT 1/2" SCH 40 PVC PIPE MPT RISER - LENGTHS AS REQUIRED. 4. PURPLE RECYCLED WATER WARNING LABEL, CHRISTY'S RISER MARKER MODEL #1500. 5. FINISHED GRADE. 6. UNDISTURBED SOIL. 7. SWING JOINT TO BE 2 MARLEX STREET ELL'S AND 1 PVC SCH 40 ELL-TxT-LAY LENGTH TO BE 6" MINIMUM. SIZE AS PER SPRINKLER OUTLET. 8. SCH 40 PVC SxSxT TEE FITTING - LATERAL SIZE x SPRINKLER INLET SIZE. 9. (PURPLE) LATERAL LINE -SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED. A. INSTALL SPRINKLER HEADS 12" FROM FENCES, WALLS, OR BUILDINGS. B. DO NOT INSTALL SPRINKLER HEAD ON RISER WITHIN 36" OF PAVING, CURBS, OR TURF EDGES. C. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAY TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS, OR BUILDINGS. D. IRRIGATION HEADS WITH POTENTIAL FOR LOW HEAD DRAINAGE PROBLEMS FROM LATERAL LINES SHALL BE EQUIPPED WITH ABOVE GRADE SPRING TYPE ANTI-DRAIN VALVES. B SPRAY HEAD ON RISER NOT TO SCALE w ~ L..:::-:::.... _________________________________ .J...:::..'----------------------------------....L..::...::;... _________________________________ L:,-::....----------------------------------1~ FOR LANDSCAPE IRRIGATION PLAN -SEE SHEET 5 FOR LANDSCAPE IRRIGATION LEGEND -SEE SHEET 6 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 7 FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEETS 8 -11 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 14 -18 ~ ~ ~----------------------------~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. u ~ ~ u C ~ r----------------"'l"""-------------'""1""--------------~------------------~--~-----------~~--:1§ I 8HE8ET 11 CITY OF CARLSBAD I I 8HE1ET8 8 I ~ WARE MALCOMB Leading Design for Commercial Real Estate arclti tectlLil' pl;:inning Lnteriors graphics site development 6363 gr<cernvlch cir. ste. 175 san dlego. c:altfomia 92122 p 858.638.7277 £ 858.638.7506 R I D G E LANDSCAPE ARCHITECTS "AS-BUILT" L.A. ______ EXP. REVIEWED BY: DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 07.06.12 RS PLAN CHECK SUBMITTAL #3 09.04.12 RS CITY SUBMITTAL 09.26.13 RS FINAL SUBMITTAL _ PLANNING DEPARTMENT _ : F LANDSCAPE IRRIGATION DETAILS w LA POSADA DE GUADALUPE MEN'S SHEL1EJ{ APPROVED ~ ~ z 0 ~ ~ " w ~ ~ C z 8841 Research Drive '< ti==}( Gy-, ~l-4t ~-~1-lf Suite 200 ~ PLANNING DATE z Irvine, CA 92618 ~ < Tel 949 387 1323 OATE BY DESCRIPTION ~ OWN BY LA PROJECT NO. DRAWING NO. APP'O RS CHKD BY www.ricigela.com w L-----------------------------------------------------.JL.. __________________ ..1, _________ =:::::::::::::...J..I_N_SP·E-CT_O_R __________ □-AT_E __ .J _________ R:,:E:V:.:,:IS::,:;IO:;:N:;S::., ________ ..i;;;;;;;;;;;;;;;;;;~~~~;.;------;;;..~------!I i CUP 10-08 473-4L FIELD BY ! ' ;· ! LEGEND: 1. ROAD PAVING. 2. UNDISTURBED SOIL. 3. SAND BACKFILL. 4. "PURPLE" RECYCLED WATER SCHEDULE 80 PVC PIPE. 5. "PURPLE" RECYCLED WATER 6" DIAMETER OR GREATER SCH 80 PVC PIPE. 6. I/VIRE SLEEVE NOTES: 12 12 SECTION VIEW 7. "PURPLE" RECYCLED WATER 6" DIAMETER OR GREATER SCH 40 PVC PIPE. 8. "PURPLE" RECYCLED WATER 3" -5-112" DIAMETER SCH 40 PVC PIPE. 8. "PURPLE" RECYCLED WATER LESS THAN 3" DIAMETER SCH 40 PVC PIPE. 10. 12" CLEAN COMPACTED BACKFILL. 11. PAVING (NON-ROAD). 12. TWO 3" WIDE, PURPLE RECYCLED WATER, DETECTIBLE METALLIC MARKING TAPES CONTINUOUS ALONG MAINLINE ROUTING. ONE SHALL BE LOCATED IMMEDIATELY ON TOP OF MAINLINE AND ONE 12" ABOVE THE TOP OF MAINLINE. A. SLEEVES UNDER PAVING (NON-ROADS) SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. LESS THAN 3" DIAMETER= 18" COVER, 3" - 5-112" DIAMETER= 24" COVER, 6" DIAMETER OR GREATER= 36" COVER - "PURPLE" RECYCLED WATER SCH 40 PVC PIPE. B. SLEEVES UNDER ROADS SHALL BE TWICE THE DIAMETER OF THE PIPE OR I/VIRE BUNDLE CARRIED. 6" DIAMETER OR LESS = 36" COVER, 6" DIAMETER OR GREATER= 48"COVER -"PURPLE" RECYCLED WATER SCH 80 PVC PIPE. 10,----h::::ci:::;ii SECTION VIEW LEGEND: 1. BUILDING WALL, VERIFY EXACT LOCATION IN FIELD. ' c:, "< 14 2. WALL-MOUNT CONTROLLER-SEE LEGEND FOR SPECIFICATIONS. 3. 1" PVC CONDUIT WITH SWEEP ELL FOR MASTER CONTROL VALVE I/VIRES. 4. 3" PVC CONDUIT WITH SWEEP ELL FOR DIRECT BURIAL CONTROL WIRES. 5. 1" PVC CONDUIT WITH SWEEP ELL FOR FLOW SENSOR CABLE. 13 c:, - 78" 6. 1" PVC CONDUIT WITH SWEEP ELL FOR GROUND ROD CABLE. (1) %" X 8' COPPER GROUND ROD MINIMUM WI #10 GROUND WIRE AND CLAMP. INSTALL INSIDE A 10" ROUND VALVE BOX-GROUND ROD TO BE LOCATED WITHIN 15' OF CONTROLLER CONTRACTOR SHALL INSTALL ACTUAL GROUNDING EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. 7. FINISHED GRADE/ BUILDING FLOOR, COORDINATE CONDUIT ROUTING. 8. RIGID 1" ELECTRICAL CONDUIT. 9. 120 VOLT POWER SUPPLY IN J-BOX. 10. "ET" SOLAR SYNC MODULE. 11. 2" GALVANIZED MOUNTING PIPE 12. "ET" /RAIN SENSOR MOUNTED ON POLE. VERIFY EXACT SENSOR LOCATION IN FIELD WITH OWNER. 13. 2" GALVANIZED PIPE CAP. 14. ELECTRICAL CONDUIT FROM ET SYSTEM SENSOR TO "ET" SYSTEM MODULE. CAU I IUN: Ir I Hl::i ::iHtt I l::i NU I L4"xjb" 11 l::i A KtUUCtU f-JKIN I 2 3 5 ® ·-----J@ SECTION VIEW XCZ-PRB-150-COM INLET 1-112• FPT--r--.___J n~~---t--,QUTLETS (2) 1" FPT ~+----t------<OONTROL ZONE KIT: 14-1/4" .!:1/2" 150-PESB 1-112"RC'l--l--/-./ PLAN VIEW 10-1/2" ±112" _I RAIN BIRO XCZ-PRB-150-COM (INCLUDES 1-112" PESEJ VALVE, (2) QXCH'r<; PRESSURE REGULATING 1" BASKET FILTERS. USE FOR DEMANDS 16 GPM AND GREATER USE XCZ-PRB-100-COM. (1") CONTROL ZONE KIT FOR DEMANDS LESS THAN 16 GPM USE XCZ-PF,B-150-COM, (1-1/2") CONTROL ZONE KIT FOR DEMANDS 16 GPM AND GREATER LEGEND: 1. CONTROL WIRES WITH EPOXY-FILLED CONNECTIONS -PROVIDE 24" COIL OF WIRE AT VALVE. 2. REMOTE CONTROL VALVE -SEE LEGEND FOR TYPE. 3. BASKET FILTER. 4. PVC SCH 40 MALE ADAPTER. (2 REQ. FOR 1" VALVE) (4 REQ. FOR 1-112" VALVE) 5. PVC SCH 8D UNION.(1 REQ. FOR 1" VALVE) (2 REQ. FOR 1-1/2" VALVE) 6. PVC SCH 80 NIPPLE -LENGTH AS REQUIRED, TYPICAL. 7. PLASTIC RECTANGULAR VALVE BOX WITH ''RCV" HEAT-BRANDED ONTO LID. 8. FINISHED GRADE -SET TOP OF VALVE BOX ½" ABOVE GRADE IN TURF AREAS AND 2" ABOVE GRADE IN SHRUB/ GROUND COVER AREAS. 9. PVC LATERAL LINE TO DRIP SYSTEM. 10. NOMINAL SIZE SOLID BRICK -4 REQUIRED, ONE AT EACH CORNER OF VALVE BOX. 11. PEA GRAVEL -MINIMUM 4" DEPTH. 12. LANDSCAPE FABRIC. 13. PVC SCH 80 NIPPLE (2" LENGTH, HIDDEN) AND PVC SCH 40 ELL. 14. PVC MAINLINE· DEPTH PER SPECIFICATIONS. 15. PVC SCH 80 NIPPLE. (LENGTH S REQUIRED) 16. PVC SCH 80 ELL. 17. CHRISTY'S RECYCLED WATER WARNING TAG AND VALVE STATION# 1.D. TAG ATTACHED TO VALVE BONNET BOLT. 15 2• MIN. ~• MAX. SECTION VIEW LEGEND: 1. REMOVABLE QUICK COUPLER KEY ASS EMBLY CONNECTION. KEY MUST CLEAR VALVE BOX, AS SHOWN. 2. 10" PLASTIC ROUND VALVE BOX. HEAT BRAND "QCV" ONTO LID. 3. FINISHED GRADE. 4. RECYCLED WATER TAG. 5. STAINLESS STEEL CLAMP -2 REQUIRED. 6. PEA GRAVEL -MINIMUM 4" DEPTH. 7. LANDSCAPE FABRIC. 8. #4 REBAR· 36" MINIMUM LENGTH. NOTES: ,------{ 1 ~-----12 LO 0 -------{ 7 9. PVC MAINLINE -SEE LEGEND FOR TYPE. 10. PVC SCH 80 TEE OR ELL. 11. BRASS NIPPLE, 6" MINIMUM LENGTH 12. NOMINAL SIZE SOLID BRICK SUPPORTS (3 MINIMUM REQUIRED -SPACED EQUALLY). 13. BRASS ELL-2 REQUIRED. 14. BRASS NIPPLE, LENGTH AS REQUIRED. 15. QUICK COUPLING VALVE WITH LOCKING COi/ER -SEE LEGEND FOR TYPE. A USE SCH. 80 PVC 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH. B. SET TOP OF VALVE BOX 1-1/2" ABOVE FINISHED GRADE IN MULCH OR GROUNDCOVER / SHRUB AREAS, SET ½" ABOVE FINISHED GRADE IN TURF AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER w w ~ ~ t-=----------------------------------+-=,----------------------------------+-=c----------------------------------+-------------------------------------1 □ 1-'-:;.__S_L_E_E_V_E_I N_S_T_A_L_L_A_T_I O_N _____ No_r_ro_s_cA_LE--+@.:::aaM:::...._W_A_L_L_-M_O_U_N_T_C_O_N_T_R_O_L_L_E_R ___ No_r_ro_s_c_AL_E -+@.:::aK:::::._D_R_I P_R_E_M_O_T_E_C_O_N_T_R_O_L_V_A_L_V_E_N_or_r_o_sc_AL_E....j..:::::...::::....._Q_U_I _C_K_C_O_U_P_L_E_R_V_A_L_V_E ____ N_o_r r_o_sc_A_LE-1 i 91-----~ 27" ®-1 24" 7 .,,----13 LEGEND: SECTION/ ELEVATION ------16 1. HARDSCAPE OR PAVING. 2. SAND BACKFILL 3. flOMINAL SIZE SOLID BRICK SUPPORTS (3 MINIMUM REQUIRED. DISTRIBUTED EVENLY AROUND BOX). 4. PVC PURPLE "ALERT-LINE" WITH WORDS "RECYCLED WATER-DO NOT DRINK" SLEEVES -SEE LEGEND FOR TYPE. 5. PVC PURPLE "ALERT-LINE" WITH WORDS "RECYCLED WATER. DO NOT DRINK" SLEEVED PIPE OR WIRE BUNDLE. 6. UNDISTURBED SOIL. 7. SEE SPECIFICATIONS AND TRENCHING DETAIL FOR DEPTH. 8. FINISHED GRADE. 9. 6" PURPLE PLASTIC ROUND VALVE BOX AND LID. HEAT BRAND WITH "SLV" AND "RECYCLED WATER" ONTO LID. NOTES: A. SLEEVE MARKERS SHALL BE INSTALLED FOR ALL SLEEVE CROSSINGS 8 FEET AND GREATER B. SLEEVE TO BE MINIMUM TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. MINIMUM SIZE OF SLEEVE 2" DIAMETER C. SLEEVE MARKER BOX TO BE CENTERED OVER END OF SLEEVE AT BOTH SIDES OF CROSSING. D. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOXES. E. SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUND COVER AND SHRUB AREAS. F. ALL SLEEVE CROSSING LOCATIONS SHALL BE DIMENSIONED AT BOTH ENDS AND SIZE OF SLEEVES SHOWN ON AS-BUILT RECORD DRAWINGS. SECTION VIEW DIMENSION A B 3/4" TO 3" IN SIZE ·12" 18" 4" TO 6" IN SIZE ·ta" 24" LEGEND: 1. FINISHED GRADE. 2. CLEAN COMPACTED BACKFILL. 3. UNDISTURBED SOIL. 4. "PURPLE" RECYCLED WATER PVC LATERAL LINE -SEE LEGEND FOR TYPE. 5. "PURPLE" RECYCLED WATER PVC MAINLINE -SEE LEGEND FOR TYPE. 6. CONTROL WIRES. 7. TWO 3" WIDE, PURPLE RECYCLED WATER. DETECTIBLE METALLIC MARKING TAPES CONTINUOUS ALONG MAINLINE ROUTING. ONE SHALL BE LOCATED IMMEDIATELY ON TOP OF MAINLINE AND ONE 12" ABOVE THE TOP OF MAINLINE. NOTES: A. LINES MUST HAVE MINIMUM CLEARANCE OF 4" FROM EACH OTHER AND 24" FROM OTHER TRADES. B. RUN WIRING UNDER MAINLINE. TAPE AND BUNDLE@ 10' O.C. C. TIE A 24" LOOP IN ALL WIRING AT CHANGES IN DIRECTION. D. CONTRACTOR MUST ADJUST MAINLINE AROUND ALL STREET LIGHT LOCATIONS. I A1 I l~I I HECYCLEO WATErl I l, 12" [, I\ 7j I A2 I l~I I FlECYCLEll WA rrn I t, 12" k ., I\ [&L > 0 0:::: HECYCLEOWAIEH k 12· k I\ I\ l7E'Zl 0 0 0 1 0 3 4 -----------{ 6 LEGEND: PLAN VIEW 1. RECTANGULAR VALVE BOX, TYPICAL. 2. APPROPRIATE STATION NUMBER HEAT-BRANDED ONTO VALVE BOX LID. 3. ''RCV" HEAT-BRANDED ONTO VALVE BOX LID. 4. PLASTIC RECYCLED WATER WARNING PLATE, BOLT TO COVER 5. ROUND QUICK-COUPLING VALVE BOX, TYPICAL. 6. EDGE OF I/VALK. FENCE. CURB, ETC. NOTES: A. CENTER VALVE BOX OVER VALVE TO FACILITATE SERVICING OF VALVE. B. SET VALVE BOXES 1-1/2" MAXIMUM ABOVE GRADE IN MULCH OR GROUNDCOVER / SHRUB AREAS, SET½" ABOVE FINISH GRADE IN TURF AREAS. C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER I SHRUB AREAS WHERE POSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER D. SET VALVE BOXES PARALLEL TO ONE ANOTHER AND PERPENDICULAR TO EDGE. E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE BOXES TO PREVENT THEIR DEFORMATION/ COLLAPSE. ' ;,':! ' 111111i'11111 I==~ " - LEGEND: SECTION VIEW ' LO ,,.--. 8 1. PURPLE "RECYCLED WATER" PVC LATERAL LINE PIPE. SEEL GENO FOR TYPE -DEPTH PER SPECIFICATIONS. 2. PVC SCH 40, 45 DEGREE ELL· TYP. (2X). 3. PEA GRAVEL -MINIMUM 4" DEPTH. 4. NOMINAL SIZE SOLID BRICK (4 REQUIRED -ONE AT EACH CORNER OF VALVE BOX). 5. LANDSCAPE FABRIC. 6. PURPLE "RECYCLED WATER" PVC MAINLINE. SEE LEGEND FOR TYPE, DEPTH PER SPECIFICATIONS. 7. PVC SCH 80 TEE OR ELL ON MAINLINE OR MANIFOLD. 8. SEE SPECIFICATIONS AND TRENCHING DETAIL FOR MAINLINE DEPTH. 9. SCH 80 PVC NIPPLE -LENGTH AS REQUIRED (3 REQUIRED). 10. SCH 80 PVC THREADED ELL. 11. FINISHED GRADE. SET TOP OF VALVE BOX ½" ABOVE FINISHED GRADE IN TURF AREAS, AND 1-1/2" IN SHRUB/ GROUND COVER AREAS. 12. CHRISTY'S RECYCLED WATER WARNING TAG AND VALVE STATION# I.D. TAG ATTACHED TO VALVE BONNET BOLT. 13. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING PURPLE COVER . USE STAINLESS BOLT, NUT, & WASHER. HEAT BRAND "RCV" & CONTROLLER STATION NUMBER ONTO LID. 14. EPOXY-FILLED WATERPROOF CONTROL WIRE CONNECTIONS. SEE LEGEND FOR TYPE. PROVIDE MINIMUM 24" WIRE EXPANSION COILS AT VALVE. 15. SCH 80 PVC FEMALE ADAPTER. 16. PVC SCH 80 UNION (VALVE SIZE) WITH REDUCING BUSH IF REQUIRED. 17. REMOTE CONTROL VALVE. SEE LEGEND FOR TYPE. 18. SCH 80 PVC RISER -LENGTH AS REQUIRED. 19. PRESSURE REGULATOR, IF SPECIFIED NOTES: A USE SCH 80 PVC FITTINGS ON UPSTREAM PRESSURE SIDE OF VALVE. B. USE SCH 40 PVC FITTINGS ON NON-PRESSURE SIDE OF VALVE. ~ a ! ; □ w u 15 8 u ~ ~ ~ I ~ ~ z □ ~ ~ • a C. SET TOP OF VALVE BOX ½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS. D. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. ~ E. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE • t-:=:----------------------------------+--=----------------------------------+------------------------------------+---.;;LA;..;T.;.;E;;;.R.:;.A.;.;;L;..;L;;;IN.;.;E;_D;_E;;;.P..;T.;.H;;.. _________________________ --1 ~ ..... ®=P_S_L_E_E_V_E_M_A_R_K_E_R ________ No_r_ro_s_cA_L_E .......,...:a.......P_I P_E_I N_S_T_A_L_L_A_T_I O_N ______ N_or_r_o _sc_AL_E....t...::_.__V_A_L_V_E_B_O_X_L_A_Y_O_U_T ______ N_o_r _ro_s_cA_LE__.__""""-_R_E_M_O_T_E_C_O_N_T_R_O_L_V_A_L_V_E ____ No_r_ro_s_c_AL_E--1 I FOR LANDSCAPE IRRIGATION PLAN -SEE SHEET 5 FOR LANDSCAPE IRRIGATION LEGEND -SEE SHEET 6 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 7 FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEETS 8 -11 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 14 -18 I ~ ,-------------------------It;: APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 0 ~ 8 0 ~ ,----------------,--------------,-------------....,.------------------~"""'!""""'!"~"""'!""""'!""""'!""""'!""""'!""""'!""""'!""""'!""""'!""""'!""""'!"~"""'!""""'!"~ @ I 8HE9ET 11 CITY OF CARLSBAD I I 8HE1ET8 81 ~ WARE MALCOMB Leading Design for Commercial Real Estate architecture planning interlors graphLCs site devl'lopmenl 6363 gnceuwich dr. ste. 175 S<-lrl diego. mlifomia 92122 p 858.638.7277 l 858.638.7506 \) CJ,l'OSC4o<" S J · 11 Iii, -J'f,~~=1 (ocit•) v',,,,_ 05 ll 15 "1 R I D G E LA 1105CA PE ARCfllTECfS "AS-BUILT" L.A. ------EXP. DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 07.06.12 RS PLAN CHECK SUBMITTAL #3 09.04.12 RS CITY SUBMITTAL 09.26.13 RS FINAL SUBMITTAL . PLANNING DEPARTMENT . : LANDSCAPE IRRIGATION DETAILS LA POSADA DE' GUADALUPE MEN'S SHELTER APPROVED F w ~ ~ 6 ~ ~ ~ □ REVIEWED BY: 8341 Research Drive ~ /-<t,Jt by, 81~'fr ;;-Sl-f--/ Suite 200 ~ z Irvine, CA 92618 ;, Tel 949 337 1323 DATE BY DESCRIPTION g PLANNING DATE OWN BY LA PROJECT NO. DRAWING NO. APP'O RS CHKD BY www.ridgela.com w L------------------------------------------------------'-------------------.J.. ________ _::::::::::::::..J_'N.sP·E•c•rn•R----------o·AT.E __ ..J. ________ _;R:;:E~v~•~s:•~o::,::N~s:., ________ ~;;;;;;;;;;~~~~:,;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;.;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~ i FIELD BY CUP 10-08 473-4L ----0 ,,----12 SECTION VIEW LEGEND: 1. TORO DRIPLINE OPERATION INDICATOR. USE ONE PER ZONE AND LOCATED AT FLUSH END OF ZONE. 2. FINISHED GRADE. 3. AMENDED SOIL. 4. DRIP TUBING -SEE LEGEND FOR TYPE. DEPTH OF TUBING PER SPECIFICATIONS. NOTES: A. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. B. INSTALL IN SHRUB AREAS ONLY. CD 2 @,n---\..___l.--,,,-"""t::::7'-------\ 5 --------j 6 -----(j) 8 8" SECTION VIEW LEGEND: 1. 6" ROUND PURPLE PLASTIC VALVE BOX-HEAT BRAND "FV" ONTO LID. 2. FINISHED GRADE. 3. SCH 40 PVC PIPE EXHAUST HEADER FROM DRIP TUBING. 4. CHRISTY'S RECYCLED WATER WARNING TAG: "RECYCLED WATER -DO NOT DRINK" IN ENGLISH AND SPANISH. 5. PVC LATERAL (OR EXHAUST HEADER). 6. PEA GRAVEL -2.5 CUBIC FEET MINIMUM. 7. NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQUIRED -EQUALLY SPACED). 8. LANDSCAPE FABRIC. 9. S X ½" SCH. 40 PVC 90 DEGREE ELL (SIZE AS REQUIRED). 10. FLUSH VALVE TL050MFV-1. NOTES: A. USE 45 DEGREE ELLS TO TRANSITION TO DRIPLINE HEADER DEPTH. B. SET TOP OF VALVE BOX 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER / SHRUB AREAS, AND½" ABOVE FINISHED GRADE IN TURF AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. CAU I IUN: Ir I Hl:::i :::iHl::I:: I l:::i NU I :::'.4"Xjb" 11 l:::i A Kl::UUCl::U t-'KIN I " J AV ~ I / . ®- PLAN VIEW NOTES: I T 0 REMOTE CONTROL VALVE TH FILTER WI PRESSURE REGULATING VALVE TRANSITION TO DRIP TUBING PVC PIPE SUPPLY MANIFOLD EMIT TERS 12 INCH ON CENTER I POINT OF EACH AIR/VACUUM RELIEF VALVE (PLUMBED AT EACH HIGH LATERAL LEG) (TYP) I EMIT I AIR RELIEF LATERAL CENTERED ON MOUND OR BERM) ( PLANTER AREA PERIMETER DRIP TUBING LATERAL TERS 12 INCH ON CENTER PVC PIPE FLUSH MANIFOLD PERIMETER LATERALS 2" TO 4" FROM EDGE ZONE FLUSH VALVE PLUMBED TO PVC PIPE (TYP) A. INSTALL DRIP FLUSH VALVE PER DETAIL AT THE END OF EACH TUBING SECTION PER PLAN. B. INSTALL AIR RELIEF VALVES PER DETAIL, AT HIGH POINTS OF EACH TUBING SECTION PER PLAN. C. RUN AIR/VACUUM RELIEF BLANK TUBING LATERAL ALONG HIGH POINT OF MOUND OR BERM. D. ATTACH ALL IN-LINE DRIP TUBING TO BLANK LATERAL. MORE THAN TWO RELIEF VALVES MAY NEED TO BE INSTALLED PER SECTION SECTION VIEW NOTES: LEGEND: 1. LOW VOLTAGE WIRES -SEE LEGEND FOR SIZE AND TYPE. 2. POLY TUBE PRE-FILLED WITH WATERPROOF GEL -SEE LEGEND FOR TYPE. 3. WIRE CONNECTOR WIRES SHALL BE PRE-STRIPPED OF ½" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTOR. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. A. ALL WIRE CONNECTIONS SHALL INCLUDE A WIRE NUT CONNECTOR AND A POLY TUBE PRE-FILLED WITH WATERPROOF SEALING GEL. B. DIRECT BURY SPLICE KIT MODEL# SA 101 SHALL BE USED TO ELECTRICALLY CONNECT 2 -#14 AND/OR 1 -#18 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE MODEL# SA102, A LARGER WIRE CONNECTOR. ~ ~ Bi :@:==D=R=l=P=L=I N=E==O=P=E=R=A=T=l=O=N==I N=D=l=C=A=T=O=R==NO=T=TO=S=C=AL=E :===D==R=I p==F=L=U=S=H==V=A=L=V=E============N=O=T T=O=SC=A=LE::@:s==D=R=l=P=L=I N==E=L=A=Y=O==U=T=(=T=Y=P=)========NO=T=TO=S=CA=L=E :===w==I R==E=C=O==N=N=E=C=T=l=O=N============N=OT=T=O=SC=A=LE: ; 2 14" 12" 12" ©- "---'5 LEGEND: PLAN VIEW 1. SUPPLY HEADER, 3/4" PVC SCH 40. 2. DRIP REMOTE CONTROL VALVE ASSEMBLY. SEE LEGEND FOR TYPE. 3. LANDSCAPE DRIPLINE TUBING. DRIPLINE SPACING: 12". 4. 9" WIRE STAKES -5 FEET ON CENTER. 5. PVC SCH 40 SxSxT TEE/ ELL WITH DRIPLINE INSERT FITTING . 6. DRIPLINE INSERT CROSS FITTINGS TYP. 7. TREE ROOTBALL. 8. DRIPLINE INSERT TEE FITTINGS TYP. 9. DRIPLINE TUBING CONTINUING TO FLUSH MANIFOLD. NOTE: DRIPLINE TUBING TO BE INSTALLED ON SUBGRADE WITH 2" TOPSOIL COVER. DRIP RINGS FOR ADDITIONAL DEEP WATER TO TREES PLANTED IN SHRUB AND GROUND COVER AREAS -RINGS TO BE CONNECTED TO SHRUB AND GROUND COVER DRIPLINES. 65' FEET OF DRIP TUBING PER TREE@ .92 GPH PER FOOT O .99 GPM. fV\ TYPICAL DRIP LAYOUT -TREES IN VY GROUND COVER ON SAME ZONE NOTTO SCALE 2 ' 1 lf) SECTION VIEW LEGEND: 1. DRIP SYSTEM AIR RELEASE VALVE, SEE LEGEND FOR TYPE. INSTALLED ON SCH. 40 PVC THREADED COUPLING WITH A 3/4" SCH. 80 NIPPLE, LENGTH AS REQUIRED TO LOCATE VALVE 2" FROM TOP OF VALVE BOX. 2. 6" ROUND PURPLE PLASTIC VALVE BOX, HEAT BRAND "ARV" ONTO LID. 3. FINISHED GRADE. 4. PVC PIPE FROM DISCHARGE HEADER, 1/2" SCH 40, LENGTH AS REQUIRED. 5. NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQUIRED -EQUALLY SPACED). 6. LANDSCAPE FABRIC. 7. PEA GRAVEL -MINIMUM 4" DEPTH. 8. PVC SCH 40 ELBOW (SxT) OR TEE, 3/4" SIZE WITH 314" x 1/2" SCH 40 PVC SLIP BUSHING. 9. CHRISTY'S RECYCLED WATER WARNING TAG: "RECYCLED WATER -DO NOT DRINK" IN ENGLISH AND SPANISH. NOTES: A. USE SCH 40 PVC 45 DEGREE ELLS TO TRANSITION TO DRIPLINE HEADER DEPTH. B. SET TOP OF VALVE BOX 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER / SHRUB AREAS, AND 1" ABOVE FINISHED GRADE IN TURF AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. INSTALL AIR RELIEF VALVE 18" FROM PAVING. --'k-~k-=========-;;;;;;;:---71 .LLLLLLLLLLLLLLLLL .LLLLLLLLLLLLLLLLL fc\ LLLLLLLLLLLLLL~~~~L~----0 .LLLLLLLLLLLLLLLLL .LLLLL LLLLL LLLLL SECTION VIEW LEGEND: 1. FINISHED GRADE. 2. AMENDED SOIL. 3. DRIP TUBING -SEE LEGEND FOR TYPE. 6 '-------{ 7 ~------{8 4. RAIN BIRD XR SERIES 17MM DRIPLINE BARB INSERT FITTINGS. 5. BLANK POLY TUBING -LENGTH AS REQUIRED. 6. RAIN BIRD XR SERIES ½" MALE ADAPTER. 7. PVC LATERAL LINE PIPING INLET OR EXHAUST MANIFOLD. 8. SCH 40 PVC TEE SxSxT, LINE SIZE BY ½". :JI :JI :JI \V'Y'. :JI :JI \V'Y'. :JI :JI \V'Y'. *~~ _LLLLLLLLLLLLLLLLLLLLLLLLLLLL t;:;-_LLLLLLLLLLLLLLLLLLLLLLLLLLL 3 +.--' '_LLLLLLI . LLLLLL' ' LLLLLLL ' '· D ++-+-+-++-0 ~ ~-+-+++ 0 ~~~-+-~~I D SECTION VIEW LEGEND 1. FINISHED GRADE. 2. AMENDED SOIL INSTALLED AFTER TUBING. 3. DRIP TUBING INSTALLATION, MAXIMUM 15" ROVI/ SPACING. 4. AMENDED SOIL AS PER LANDSCAPE DRAWINGS. BRING SOIL LEVEL TO 3" BELOW FINISHED GRADE PRIOR TO DRIP TUBING INSTALLATION. 5. 9" WIRE STAKES FIVE (5) FEET ON CENTER. NOTES 4 5 A. TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT Tl-IE SOIL LEVEL IN THE PLANTER AREAS BE BROUGI-ITTO 3" BELOW FINISHED GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF THE TUBING. B. INSTALL TUBING RO'NS A MAXIMUM OF '15" 1\PART IN SHRUB AREAS AND SECURE TO GRADE USING 1NIRE HOOP STAKES AT 5 FEET ON CENTER SPACING C. BACKFILL FINAL 2" OF SOIL OVEH THE TUBJNG AFfER INSTALLATION OF THE TUBING. t-:=-------------------------------1--,=------------------------------+--::::::--------------------------------1 ~ □ ~ ~ ~ ~ ® DRIP AIR RELIEF VALVE NOTTOSCALE CD DRIPLINE CONNECTION NOTTO SCALE ® DRIPLINE LAYOUT (TYP) NOTTO SCALE I .._ ___________________________________ _,_..;:;;::;:;... _________________________________ ..,L..;:;..,;. __________________________________ i....;=;....---------------_;_--;....---------------1~ FOR LANDSCAPE IRRIGATION PLAN -SEE SHEET 5 FOR LANDSCAPE IRRIGATION LEGEND -SEE SHEET 6 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 7 FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEETS 8 -11 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 14 -18 ! ~ 0 ~--------------------------• ~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~ 8 □ ~ ~ ,---------------------,--------------------,,------------------.,..-------------------------1':""""""""""':':'""""""""""""""""""""""""""""""""""""""""""""""':':'"""""""""~ ~ I SH1EOET 11 CITY OF CARLSBAD I I 8HE1ET8 81 ~ WARE MALCOMB Leading Design for Commercial Real Estate architectLLrl' plannit\g interiors graphics site devclupment 6363 gnccmvich dr. ste. 175 san di.ego. califumi.a 92 l22 p 858.638.7277 f 858.638.7506 R I D G E LAMDSCAPE ARCHITECTS 884 l Research Drive "AS-BUILT" DATE L.A. ______ EXP. REVIEWEO BY: REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 07.06.12 RS PLAN CHECK SUBMITTAL #3 09.04.12 RS CITY SUBMITTAL 09.26.13 RS FINAL SUBMITTAL DATE BY DESCRIPTION APP'D . PLANNING DEPARTMENT . : LANDSCAPE IRRIGATION DETAILS LA POSADA DE GUADALUPE MEN'S SHELTER APPROVED 11:J\ ~, ~)_,.;-\t ~-s1-1+ PLANNING DATE DWN BY LA PROJECT NO. DRAWING NO. RS e ~ z " < " □ Suite 200 Irvine, CA 92613 Tel 9'19 337 1323 1/N/w.ridgela.corn CHKD BY CUP 10-08 473-4L FIELD BY L-----------------------------------------------------.JL--------------------L---------=======:...J..1.N-sP·E-cT_o_R __________ D.AT_E __ .J _________ :R:,:E:,v:.:,:is:,;io::.:,N:;s::., ________ .J.;;;;;;;;;;;;;;~~~~;;.;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;,.;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;J ~ ' ,I I ii WARE MALCOMB Leading Design for Commercial Real Estate architecture planning interiors graphlcs site dc•velopnwnt 6363 gn.:ernvich dr. st<:. 175 snn diego. califurnia 92122 p 858.638.7277 f 858.638.7506 STREET SURFACE ---~ \ ~ POTABLE SERVICE LINE ---~ 3.5 FEET (SEE IMPROVEMENT DRAWINGS) \ 12" MINIMUM REQUIRED VERTICAL SEPARATION RECYCLED WATER IRRIGATION --------~ MAINLINE WI 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" CAU I IUN: It-I Hl::5 ::5Ht:t: I 1:::5 NU I L4"X:.:lb" 11 1:::5 A Kt:UUCt:U f-'KIN I " ,, SJ OJ 1o s- , q" '(~ ~ 'f (5)- 'cAUTION~I RECLAIMED WATER SED FOR IRRIGATION 00 NOT DRINK r >,. ./ < ~!'"it~ CUIDADO AGUA RECLAMADA UNICAMENTE PARA REGAR PROHIBO TOMAR , , , , \ v ~ -...11,,v----~ -.....__.....__ _ _/ -"'--1 ' SECTION VIEW LEGEND: 1. 2" SQ. ALUMINUM TUBE PAINTED TO MATCH FRAZEE "ORANGE PEAL" 2. FINISH GRADE 3. CONCRETE FOOTER 4. 9"x14"x118" ALUMINUM PAINTED TO MATCH PURPLE PMS COLOR #266 5. HP WHITE VINYL GRAPHICS 1/2" HEIGHT NOTE: A. TWO MINIMUM PER SITE ~ I ~ 1-:,,-.,-----------------------------------+7""""'---------------------------------40 ~~-4J RECYCLED/ POTABLE PIPE CROSSING :Y) RECLAIMED WATER SIGN NOTTO SCALE ; 1-'.:::.. .. /:::.._ _______________________________ +::::-"---------------------------------1 ~ " 12" MINIMUM ORAS SITE REQUIRES ' -------l1 I ' -0 • 2 z " ~ ~ ~~~-{ 3 I=::>~--{ 4 ~-----{5 0--~--(6 SECTION VIEW· NOT TO SCALE NOTES: ___ __,7 10 LEGEND: 1. SHRUB ADAPTER ROTOR HEAD· SEE LEGEND FOR SPECIFICATIONS. 2. PURPLE RECYCLED WATER WARNING LABEL, CHRISTY'S RISER MARKER MODEL #1500. 3. SPRING-TYPE ANTI-DRAIN VALVE. 4. VANDAL-PROOF STAINLESS STEEL CLAMP · USE IN 3 PLACES. 5. SCH 80 PVC NIPPLE (2 REQUIRED), LENGTHS AS REQUIRED. 6. RE-BAR STAKE (2 REQUIRED) -#4 X 30" LENGTH. 7. ULTRA-VIOLET RESISTANT PVC STREET ELLS (2 REQUIRED) AND UVR PVC TEE OR ELL. 8. ULTRA-VIOLET RESISTANT SCH 40 PVC PIPE WITH THE WORDS "CAUTION RECYCLED (OR RECLAIMED) WATER" IMPRINTED A MINIMUM OF HNCH HIGH AND BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. SEE PLANS FOR SIZE. 9. FINISHED GRADE. 10. #4 X 18" RE-BAR J-HOOK, SPACED AT 8' ON CENTER, TYPICAL. A. ALL PIPE INSTALLED ON GRADE TO BE SCH 40 ULTRA-VIOLET RESISTANT PVC. SPRINKLER HEAD ASSEMBLY TO BE INSTALLED PLUMB. B. INSTALL SPRINKLER HEADS 12" FROM FENCES, WALLS, OR BUILDINGS. C. DO NOT INSTALL SPRINKLER HEAD WITHIN 36" OF PAVING, CURBS, OR TURF EDGES. D. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAY TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS, OR BUILDINGS. NOT TO SCALE 4 f-----------11 ', 10' MINIMUM TO POTABLE MAINLINE IN STREET 1------1@ -,,L-------------------7"",,~ SECTION VIEW -NOT TO SCALE LEGEND: 1. METER BOX WITH METER. 2. SIDEWALK. 3. CURB. 4. POTABLE SERVICE LINE. 5. RECYCLED WATER IRRIGATION MAINLINE WITH SLEEVE. NOTE: VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. ~B) ON-GRADE PIPE/RISER INSTALLATION :z) POTABLE SERVICE LINE CROSSING R I D G E LANDSCAPE ARCHI IECTS 8841 Research Drive Suite 200 Irvine, CA 92613 lei 949 387 1323 www.ridgela.com FOR LANDSCAPE IRRIGATION PLAN -SEE SHEET 5 FOR LANDSCAPE IRRIGATION LEGEND -SEE SHEET 6 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 7 FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEETS 8 -11 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 14 -18 "AS-BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 07.06.12 RS PLAN CHECK SUBMITTAL #3 DATE 09.04.12 RS CITY SUBMITTAL 09.26.13 RS FINAL SUBMITTAL L.A. ______ EXP. REVIEWED BY: DATE BY DESCRIPTION APP'D INSPECTOR DATE REVISIONS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I BH~ET II CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE IRRIGATION DETAILS LA POSADA DE GUADALUPE MEN'S SHEL 1'.El{ APPROVED I~--':'.\ Gf, ~l.ott ;;,;1-J--) PLANNING DATE OWN BY LA PROJECT NO. DRAWING NO. RS CHKD BY CUP 10-08 473-4L FIELD BY , 0 0 ::i ~ " w ~ 0 > ~ z 0 0 m ~ w w 15 z ii I PLEASE SEE SLOPE RE-VEGETATION NOTE ON PLANTING DETAILS PAGE, SHEET 13. TOP OF SLOPE NOTE: PLANTINGS LOCATED IN BIO-SWALES SHALL BE FULLY KNITTED IN AND PROVIDE COMPLETE COVERAGE OF THE SWALE AREA IN ORDER TO PROVIDE A WORKING FILTER PRIOR TO BUILDING OCCUPANCY PERMITS BEING SIGNED. I I DINING !<ITCH§~ -_, I FIRE SUPPRESSION NOTES: DESIGN, INSTALLATION AND MODIFICATION OF EXISTING VEGETATION SHALL BE IN CONFORMANCE WITH THE FOLLOWING CONDITIONS, OR AS REQUIRED OR MODIFIED BY THE CITY: ZONE A-1: 1. Planted with ground cover or low growing shrub species (less than 3' in height) known to have fire retardant qualities. 2. No trees or shrubs allowed. 3. Irrigated. ZONE B-2-Measured horizontally 20' outward from the outlying edge of A-1: 1. Removal of "high fuel species". 2. Removal by selective pruning of up to 60% of the volume of the "moderate fuel species". 3. Replanting with naturalizing low fuel species. 4. Trees and large tree form shrubs (e.g. Oaks, Sumac, Toyon) which are being retained shall be rpuned to provide clearance equal to three time the height of the surrounding under-story plant material or 6', whichever is higher. Dead and excessively twiggy growth shall also be removed. 5. Irrigated. ZONE B-3 -Measured horizontally 20' outward from the outlying edge of Zone B-2. The outer edge of B-3 shall extend horizontally to a point at least 60' from structures. 1. Removal of "high fuel species". 2. Removal by selective pruning of up to 40% of the volume of the "moderate fuel species". SYMBOL FARIVIWORl<ER DORM #2 MECHANICAL UNIT, TO BE SCREENED FROM VIEW WITH UPRIGHT ROSEMARY SHRUBS AND NEW GUINEA GOLD VINE AS SHOWN BOTANICAL/ COMMON NAME EXISTING TREES: + EUCALYPTUS CAMALDULENSIS / RED GUM EXISTING NATIVE VEGETATION (SOUTHERN MIXED CHAPARRAL -UNDISTURBED) ARTEMESIA CALIFORNICA/ COASTAL SAGEBRUSH CERCOCARPUS MINUTIFLORUS / SAN DIEGO MOUNTAIN MAHOGANY DRYOPTERIS ARGUTA/ COASTAL WOOD FERN HAZARD IA SQUARROSA / SAWTOOTH GOLDENBUSH HETEROMELES ARBUTIFOLIA I TOYON LEYMUS CONDENSATUS / GIANT WILDRYE MALOSMA LAURI NA/ LAUREL SUMAC MIMULUS AURANTIACUS VAR. PUNICEUS / COAST MONKEYFLOWER QUERCUS BERBERIDIFOLIA / SCRUB OAK RHUS INTEGRIFOLIA / LEMONADE BERRY RIBES SPECIOSA / FUCHSIA-FLOWERED GOO DEBERRY SALVIA MELIFERA / BLACK SAGE TAXICODENDRON DIVERSILOBIUM / WESTERN POISON OAK I \ ·. '-1' --1"1>A. ! .' I /, UTILITY SCREENING NOTE LANDSCAPE CONSTRUCTION DRAWINGS WILL BE REQUIRED TO SHOW AND LABEL ALL UTILITIES AND PROVIDE APPROPRIATE SCREENING TO THE SATISFACTION OF THE CITY OF CARSLBAD. CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. MAINTENANCE NOTE OWNER WILL BE RESPONSIBLE FOR MAINTENANCE OF ALL ON SITE LANDSCAPING. ALL PLANTER AREAS SHALL BE MAINTAINED IN A HEALTHY AND RELATIVELY WEED-FREE CONDITION AND SHALL BE KEPT CLEAR OF UNDERGROWTH WHICH MAY CAUSE UNDUE FIRE HAZARDS. PLANTINGS MUST BE WATERED AND FERTILIZED AT SUCH INTERVALS AS ARE NECESSARY TO PROMOTE OPTIMUM GROWTH AND VIGOR. CAUTION: Ir THl::i ::iHl:::.1:::.1 l::i NO I L'.4"xJb" 11 I~ A Kl:::.UUGt:.U t-'Kll'\J I PLANTING LEGEND SYMBOL BOTANICAL/ COMMON NAME MINIMUM SIZE COMMENTS DESCRIPTION QTY. WUCOLS DETAIL TREES: ~-~€--~~PLATANUS RACEMOSA/ □ CALIFORNIA SYCAMORE QUERCUS AGRIFOLIA / COAST LIVE OAK RHUS LAN CEA/ AFRICAN SUMAC SHRUBS, VINES & GROUNDCOVERS: 15 GAL. 6'H X 3'W X 1/2" CAL. MULTI-TRUNK 15 GAL. STD. 15 GAL. STD. 6'H X 2'W X ¾" CAL. 5'H X 3' W X ¾" CAL. LARGE DECIDUOUS 2 NATIVE TREE LARGE EVERGREEN 8 NATIVE TREE EVERGREEN SCREENING/ STREET TREE 5 MOD. (0.4-0.6) LOW (0.1-0.3) LOW (0.4-0.6) ZONE 2 -REFINED LANDSCAPE -BUILDING PERIMETERS, EMPLOYEE PATIO & PARKING AREAS (40% OF TOTAL LANDSCAPE AREA) 0 0 T @ 0 ® 1 · ....... ·1 ......... .......... . . . . . . . . . . . . . . . . . . . .. ' .. ' ... .......... . . . . . . . . . BOUGAINVILLEA '00-LA-LA' I 5 GAL. DWARF BOUGAINVILLEA CARISSA 'BOXWOOD BEAUTY'/ 5 GAL. DWARF NATAL PLUM HIBBERTIA SCANDENS / 5 GAL. GUINEA GOLD VINE LANTANA M. 'GOLD RUSH'/ 1 GAL. YELLOW LANTANA LAVANDULA 'GOODWIN CREEK GRAY'/ 5 GAL. LAVENDER MUHLENBERGIA RIG ENS DEER GRASS ROSMARIN US 'BLUE SPIRES'/ UPRIGHT ROSEMARY VEGETATED SWALES: CAREX DIVULSA / BERKELEY SEDGE BIORETENTION AREAS: JUNCUS PATENS / CALIFORNIA GRAY RUSH 1 GAL. 5 GAL. 1 GAL. 1 GAL. PLANT 3' O.C. PLANT 2' O.C. PLANT PER PLAN, STAKED PLANT 3' O.C. PLANT 30" O.C. PLANT 3' O.C. PLANT 4' O.C. PLANT 18" O.C. PLANT 18" 0.C. FLOWERING SHRUB MASS EVERGREEN FOREGROUND SCREENING VINE FLOWERING SHRUB MASS FLOWERING PERENNIAL ORNAMENTAL GRASS UPRIGHT EVERGREEN SHRUB 84 LOW (0.1-0.3) 72 MOD. (0.4-0.6) 2 MOD. (0.4-0.6) 40 LOW (0.1-0.3) 42 LOW (0.1-0.3) 159 LOW (0.1-0.3) 38 LOW (0.1-0.3) 503 MOD. (0.4-0.6) 1,580 MOD. (0.4-0.6) ZONE 3 -NATURALIZING LANDSCAPE· STREETSCAPE PLANTING/ PERIMETER PLANTING (60% OF TOTAL LANDSCAPE AREA) Q9 BACCHARIS 'PIGEON POINT'/ 1 GAL. PLANT 6' O.C. EVERGREEN 93 LOW DWARF COYOTE BRUSH GROUNDCOVER (0.1-0.3) 0 CEANOTHUS G. H. 'YANKEE POINT' I 5 GAL. PLANT 8' O.C. EVERGREEN 42 VERY CARMEL MOUNTAIN LILAC GROUNDCOVER LOW (<0.1) ~ EN CELIA CALIFORNICA / 1 GAL. PLANT 3' O.C. MEDIUM 156 VERY COAST SUNFLOWER FLOWERING SHRUB LOW (<0.1) ® HETEROMELES ARBUTIFOLIA / 5 GAL. PLANT 6' O.C. LARGE EVERGREEN 18 LOW " TOYON SHRUB (0.1-0.3) © RHAMNUS CALIFORNICA 'EVE CASE'/ 5 GAL. PLANT 5' O.C. MEDIUM 64 VERY COFFEEBERRY EVERGREEN SHRUB LOW (<0.1) 0 ANEMOPSIS CALIFORNICA/ 1 GAL. PLANT 5' O.C. EVERGREEN 51 LOW YERBA MAN SA GROUNDCOVER (0.1-0.3) 8 SALVIA LEUCOPHYLLA 'POINT SAL'/ 1 GAL. PLANT 8' O.C. FLOWERING 17 LOW PROSTRATE PURPLE SAGE PERENNIAL (0.1-0.3) ™ MYOPORUM PARVIFOLIUM / FLATS PLANT 2' O.C. EVERGREEN PER LOW MYOPORUM GROUNDCOVER PLAN (0.1-0.3) OVERSEEDED WITH: NATIVE SEED MIX SEED' NURSECROP FOR LOW Contains: TEMPORARY INFILL (0.1-0.3) • Achillea millefolium (Common Yarrow) 1 LB/ACRE FOR ALL PERIMETER • Bromus carinatus (California Brome) 10 LBS/ACRE PLANTING AREAS • Collinsia heterophylla {Chinese Houses) 2 LBS/ACRE • Eylmus glaucus (Blue Wild Rye) 8 LBS/ACRE • Eschscholzia californica (California Poppy) 3 LBS/ACRE • Layia platyglossa (Coastal Tidy Tips) 1 LB/ACRE • Lupinus microcarpus densiflorus (Chick Lupine) 6 LBS/ACRE • Melica irnperfecta (Smallflower Melic) 4 LBS/ACRE • Nassella pulchra (Purple Needlegrass) 6 LBS/ACRE • Sisyrinchiurn bellurn (Western Blue-eyed Grass) 3 LBS/ACRE • Trifoliurn ciliolatum (Foothill Clover) 6 LBS/ACRE • Verbena lasiostachys (Western Vervain) 2 LBS/ACRE • Vulpia microstachys (Small Fescue) 8 LBS/ACRE • Conwed Bonded Fiber Matrix 2500 4,000 LBS/ACRE • SEED AVAILABLE AT S&S SEEDS (805) 684-0436 (RE: QUOTE #21968 -$2,300.00/ACRE) A, B A, B A, B C, D,E C, D,E F C,D,E C,D,E C,D,E C,D,E C,D,E C, D,E C,D,E C, D,E C,D,E C, D,E C,D,E C, D,E C,D,E C,D,E $ DENOTES SOIL SAMPLE LOCATION -REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L6.1, FOR ADDITIONAL INFORMATION. • • • • DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. NOTES: MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 2:1 SLOPE WITH A 3" LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. w e NO TREES OR TREE CANOPIES ALLOWED IN UTILITY EASEMENTS, TYPICAL. ~ ~-----------------------ii~ 6 ~ 8 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. a ~ 3. Trees and larger tree shrubs (e.g. Oaks, Sumac, Toyon) which are being retained shall be pruned to provide clearance equal to three times the height of the surrounding under-story plant material or 6', whichever is higher. Dead and excessively twiggy growth shall also be removed. 4. Non-irrigated. MAINTENANCE ACCESS SHALL BE PROVIDED TO THE FIRE PROTECTION AREAS. DEBRIS AND TRIMMINGS PRODUCED BY THINNING SHALL BE REMOVED FROM THE SITE OR SHALL BE CONVERTED TO MULCH BY A CHIPPING MACHINE AND EVENLY DISPERSED OVER THE AREA TO A MAXIMUM DEPTH OF 4". FLAMMABLE WOOD FENCING SHALL NOT BE ALLOWED WITHIN 100' OF THE NATIVE UNDISTURBED AREA. r---------------"T-----------------T""---------------r----------------,,---------------------~1~s""'H""'1E2""'ET"""""~11""""""""""c"""""1TY"""""""'o"""""F"""""c""'A""'R"""""L""'s""'a""'A""'o""""""""""~11""'8H"""""E1ET""'8""'s""'1:-t ;w "AS-BU I LT" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ~ ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO PLAN NINO DEPARTMENT IMPLEMENTATION IN FIELD. j! 0 10 20 40 60 WARE MALCOMB Leading Design for Commercial Real Estate arch..itccture planniitg intt::rior!:i graphics :;ite development 6363 grecmvich dr. stc. 175 san diego. G.llifornia 92122 p SSS.638.7277 I 858.638.7506 R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive DATE L.A. _____ EXP. REVIEWED BY: 07.06.12 RS PLAN CHECK SUBMITTAL #3 LANDSCAPE PLANTING PLAN 09.04.12 RS CITY SUBMITTAL 09.26.13 RS FINAL SUBMITTAL LA POSADA DE GUADALUPE MEN'S SHELTER APPROVED rc::k~ c_,✓t1,l./4)--:;. ;1 .1--} Suite 200 l'l PLANNING DATE z lr1ine, CA 92618 ? fel 949 387 1323 DATE BY DESCRIPTION is OWN BY LA PROJECT NO. DRAWING NO. APP'D RS CHKD BY www.ridgela.com w L--------------------------------.J~--:S~C:A:L:E:.;A::,;N~D:..,:N:O::::,R:T~H~--.J-----------------..L.--------:::::::::::::...1..I_NS-P-EC_T_□R---------□-A-TE __ J. _______ _:R:E~V~IS:_:IO;::N:S:._ _______ J,;;;;;;;;;;;;;;~~~~;.,;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;J~ FIELD BY CUP 10-08 473-4L I 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 AND THE CITY INSPECTOR 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 OF, INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL f{ESPONSIBILITY 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 F,ESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. F. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. G. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. H. SOIL SAMPLES WERE TAKEN ON OCTOBER 14, 2011 AT LOCATIONS INDICATED BY DESIGNATION THE LANDSCAPE PLANTING PLAN. SAMPLES WERE TESTED BY SOIL & PLANT LABORATORY, (714) 282-8777, FOR SOIL FERTILITY, BASED ON TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. CONTRACTOR SHALL INSTALL SOIL PREPARATION AND BACKFILL MIX TO CONFORM TO THE RECOMMENDATIONS OF THE SOILS REPORT DATED OCTOBER 14, 2011. I. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. J. ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2% MINIMUM. K. L. M. N. 0. P. Q. S. T. U. V. 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. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE. PLANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. 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. INSTALL GROUND COVER AND/OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS OTHERWISE INDICATED. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN. DURING THE LENGTH OF THE GUARANTEE PERIOD, BE RESPONSIBLE FOR PROPER STAKING AND/OR GUYING OF TREES TO ENSURE STABILITY. MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 3:1 SLOPE WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. CONTRACTOR SHALL REPLACE ANY EXISTING PLANT MATERIAL WHICH IS DAMAGED BY CONSTRUCTION OPERATIONS. REPLACEMENT PLANT MATERIAL MUST BE OF MATCHING SPECIES, INSTALLED FROM THE FOLLOWING MINIMUM SIZE: 15-GALLON TREE, 1-GALLON SHRUB, FLATTED GROUNDCOVER AND SODDED TURF. INSTALLATIONS THAT ARE ADJACENT OPEN SPACE, NATURALIZED SLOPES OR UNDEVELOPED LAND ARE SUBJECT TO DAMAGE BY RODENTS OR DEER AND SHALL BE TREATED WITH AN APPROPRIATE REPELLENT IN A SPRAY AND/OR TABLET FORM. REPELLEX BY GROPOWER OR APPROVED EQUAL, THAT PROVIDES IMMEDIATE AND LONG TERM PROTECTION, SHALL BE USED. E F .ALL SHRUBS/ GROUND COVERS SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. SHRUB/GROUNDCOVERLAYOUT @ 4 ' ® <o 6 2 X DIA. 0 OF ROOTBALL LEGEND: 1. WALL, FENCE OR TRELLIS, PER PLAN. 2. WATERING BASIN -MIN. 4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. 3. FINISH GRADE. ® 0 4. AMENDED BACKFILL MIX -SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS. NOT TO SCALE 6. ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. PLACE AS CLOSELY AS PRACTICAL TO WALL, FENCE OR TRELLIS. 7. EXISTING SOIL. 8. "CROWN" OF PLANT -MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. 8. ADJUST NURSERY STAKE TO LEAN AGAINST WALL FOR VINE SUPPORT. VINE PLANTING NOT TO SCALE SLOPE RE-VEGETATION NOTES SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: A. STANDARD #1 -COVER CROP/REINFORCED STRAW MATTING: • COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVER, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THEN COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 80% COVERAGE WITHIN THIRTY (30) DAYS. • TYPE OF REINFORCE STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. • REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. B. STANDARD #2 -GROUND COVER • ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). C. STANDARD #3 -LOW SHRUBS • LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD 114 -TREES AND/OR LARGE SHRUBS • TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. SLOPES -6:1 OR STEEPER AND: A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. B. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2 AND #3. C. IN EXCESS OF B' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, 113 AND 114. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. WARE MALCOMB Leading Design for Commercial Real Estate <trdlit(..'Ctltre planning interiors gcaphics site duvelopment 6363 gn:enwich dr. ste. 175 san diego. california 92122 p 858.638.7277 f 858.638.7506 C D G) ; I 0-!'ffi=-------,G) V~i!i-i'TUL----{ 5 io ~"'"=;-;<'-I ~2 ---; o;_ -' 7 OF ROOTBALL -~ LEGEND 1. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT 2. PERMANENT WATERING BASIN -MIN. 4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. 3. FINISH 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. ®- CAU I IUN: Ir I HI~ ~Hl::l:: I I~ NU I L4"x::lb" 11 I~ A k.1::UUCl::U f-'k.lN I PREVAILING W!ND PLAN VIEW 'c::, ~¾-l"!r¥7'1f I ~ "1 4'--J±l,_ 2 X DIAMETER OF ROOTBALL SECTION G) ® G) 2 © LEGEND: 1. BLACK RUBBER "CINCH-TIE" (4 TYP.), PER SPECIFICATIONS ATTACH WITH ROOFING NAILS. 2. LODGE POLE PINE STAKE (2 TYP.), PER SPECIFICATIONS. KEEP CLEAR OF ROOTBALL AND DO NOT ALLOW TO EXTEND INTO TREE CANOPY. USE 2" DIA. X 10' STAKES FOR TREES 24" BOX AND SMALLER, AND 3" DIA. X 10' STAKES FOR TREES 36" BOX THROUGH 48" BOX. 3. WATERING BASIN, 3" MINIMUM DEPTH. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 4. FINISHED GRADE. 5. AMENDED BACKFILL PER SPECIFICATIONS. 6. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL. 8. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 9. ARBOR-GARD TRUNK PROTECTOR FOR TREES LOCATED IN TURF AREAS. 10. SET TOP OF ROOTBALL 3" ABOVE SURROUNDING r---@ 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, MINIMUM 10' LENGTH, INSTALLED AT EDGE OF ADJACENT HARDSCAPE. 12. ADJACENT HARDSCAPE (WHERE OCCURS). NOTE: MAINTAIN TURF 12" CLEAR FROM BASE OF TRUNK. SHRUB PLANTING NOT TO SCALE A TREE PLANTING & STAKING NOT TO SCALE G) 8 .1 to I it\X. , --'js---------c:!±fiil-J.;')'l!"'rncr,;,1::,;,;J;!:!,1i "' I [ [-, .,-,::j,'.~lli = I 11= -'k--~'-'-'l'i"r'-'cW-1 111 ~ m~TT 7 \-_.../ 111= 2.5 X DIA. OF ROOTBALL LEGEND 1. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT 2. PERMANENT WATERING BASIN -MIN. 6" DEPTH 3. EXISTING SLOPE 4. AMENDED BACKFILL MIX -SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS 6. ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. 7. EXISTING SOIL 8. "CROWN" OF PLANT -MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. )... Q:J 6Jt; f..C~ gi :i: c3 '-' '<~ PREVAILING WJND STAKE LOCATIONS -PLAN VIEW >< ' "' <o ::a, ' <o I 5££ SPEC. 2X DIA. OF ROOTBALL SECTION 1 @ LEGEND: 1. BLACK RUBBER "CINCH-TIE" (4 TYP.), PER SPECIFICATIONS. ATTACH WITH ROOFING NAILS. 2. LODGE POLE PINE STAKE (2 TYP.), PER SPECIFICATIONS. KEEP CLEAR OF ROOTBALL AND DO NOT ALLOW TO EXTEND INTO TREE CANOPY. USE 2" DIA. X 10' STAKES FOR TREES 24" BOX AND SMALLER, AND 3" DIA. X 10' STAKES FOR TREES 36" BOX THROUGH 48" BOX. 3. WATERING BASIN, 3" MINIMUM DEPTH. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 4. FINISH GRADE OF EXISTING SLOPE. 5. AMENDED BACKFILL PER SPECIFICATIONS. 6. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL 8. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 9. SET TOP OF ROOTBALL 3" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. 10. FINISH GRADE OF SLOPE AFTER PLANTING -SHALL NOT EXCEED 1 :1 GRADIENT. INSTALL EROSION CONTROL FABRIC AS REQUIRED TO CONTROL EROSION DURING PLANT ESTABLISHMENT. SHRUB PLANTING ON SLOPE NOTTO SCALE B TREE PLANTING & STAKING ON SLOPE NOT TO SCALE R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Jr,ine1 CA 92618 rel 9493871323 l'/Ww.ridgela.com "AS-BUILT" DATE L.A. ______ EXP. REVIEWED BY: INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGlflEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 07.06.12 RS PLAN CHECK SUBMITTAL #3 09.04.12 RS CITY SUBMITTAL 09.26.13 RS FINAL SUBMITTAL DATE BY DESCRIPTION REVISIONS APP'O APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNINQ DEPARTMENT LANDSCAPE PLANTING DETAILS LA POSADA DE GUADALUPE' MEN'S SHEL1ER APPROVED 11:Q ~-a\--6-tt :;-7)-C..f PLANNING DATE OWN BY LA PROJECT NO. DRAWING NO. RS CHKD BY CUP 10-08 473-4L FIELD BY w " g SECTION 02514 PORTLAND CEMENT CONCRETE PAVING Part 1 -GENERAL 1.01 WORK INCLUDED A. Concrete paving, mow strips, steps, walls. B. Reinforcement. C. Surface finish. D. Special Curing. 1.02 WORK INSTALLED BUT FURNISHED UNDER OTHER SECTIONS A. Section 03251 -Expansion and Contraction Joints. 1.03 RELATED WORK A. Section 02211 -Rough Grading: Preparation of site for paving. B. Section 02223 -Backfilling: Compacted fill for paving. 1.04 REFERENCES A. ACI 301 -Specifications for Structural Concrete for Buildings. B. ANSI/ASTM A185 -Welded Steel Wire Fabric for Concrete Reinforcement. C. ANSI/ ASTM A497 -Welded Deformed Steel Wire Fabric for Concrete Reinforcement. D. ASTM A615 -Deformed and Plain Billet-Steel for Concrete Reinforcement. E. ASTM C33 -Concrete Aggregates. F. ASTM C94 -Ready Mixed Concrete. G. ASTM C150 -Portland Cement. H. ASTM C260 -Air-Entraining Admixtures for Concrete. I. ASTM C309 -Liquid Membrane-Forming Compounds for Curing Concrete. J. ASTM C494 -Chemical Admixtures for Concrete. K. FS TT-C-800 -Curing Compound, Concrete, for New and Existing Surfaces. 1.05 QUALITY ASSURANCE A. Perform work in accordance with ACI 301. B. Obtain materials from same source throughout. 1.06 TESTS A. Testing and analysis will be performed under provisions af the UBC, current edition. B. Make available proposed mix design af each class of concrete to appointed firm for review prior to commencement of work. C. Testing firm will take cylinders and perform slump and air entrainment tests in accordance with AC[ 301. D. Tests of cement and aggregates will be performed to ensure conformance with specified requirements. E. Three concrete test cylinders will be taken for every 75 or less cubic yards of each class of concrete placed each day. F. One additional test cylinder will be taken and be cured on site under same conditions as concrete it represents. G. One slump test will be taken for each set of test cylinders taken. 1.07 SUBMITTALS A. Submit product data under provisions of the UBC, current edition. B. Include data on integral color, admixtures, and curing compounds. C. Submit manufacturer's instructions. 1.08 SAMPLES A. Where directed, provide 4 x 4 foot job site sample of each paving finish shown or required, for review and approval prior to installation. Provide additional samples until finish is considered acceptable by the Owner, at no additional cost to the Owner. Part 2 -PRODUCTS 2.01 CONCRETE MATERIALS A. Cement: ASTM C150 Portland type, gray color. B. Fine and Coarse Aggregates: ASTM C33, from a single source throughout project. C. Water: Clean, potable, and not otherwise detrimental to concrete. 2.02 FORM MATERIALS A. Conform to ACI 301. B. Wood or Steel form material, profiled to suit conditions. 2.03 REINFORCEMENT A. Reinforcing Steel: ASTM A615; 40 ksi yield grade; plain deformed billet steel bars, uncoated finish. B. Welded Steel Wire Fabric: Plain type, ANSI/ASTM A185; uncoated finish. C. Tie Wire: Annealed steel, minimum 16 gage size. D. Dowels: ASTM A615; 40 ksi yield grade, plain steel, uncoated finish. E. Synthetic Reinforcing Fibers: 1. Engineered synthetic reinforcing fibers shall be 100% Polypropylene, collated, fibrillated fibers with the following properties: Specific Gravity: 0.9 Modulus of Elasticity: 0.5 to 0. 7 x 1000 ksi Tensile Strength: 80 to 110 ksi Length: 0.5 inch 2. The approved manufacturer or distributor shall provide the services of a Qualified Technician for a pre-job meeting and initial Job Start-Up. 3. Manufacturer shall be Fibermesh Inc., (619) 259-0901 or approved equal. 4. Fibers shall be added only at the concrete batch plant to assure uniform and complete dispersion of the collated-fibrillated fiber bundles into single monofilaments within the concrete. 5. Add to the concrete mix at the rate of 1.5 lbs per cubic yard of concrete. 6. Submit concrete· receipt from batch plant to Owner, showing name of manufacturer and rate of application for fibers. 2.04 ACCESSORIES A. Pre-emergent Herbicide: Surflan B. Curing Compound: FS TT-C-800, Type 1, 30 percent solids; ASTM C309, Ashford Formula. C. Liquid Surface Sealer: ProSoCo Kure/Seal. D. Integral Color (Non-Immersion Conditions): L. M. Scofield Chromix. E. Patch Bond: Weld-Crete. F. Lithochrome color hardens: L.M. Scofield. 2.05 ADMIXTURES A. Air Entrainment: ASTM C260. B. Chemical Admixture: ASTM C494. 2.06 CONCRETE MIX A. Mix concrete in accordance with ASTM C94. B. Provide concrete with the following charoc\eristics: -Compressive Strength at 28 days: 2500 psi. C. Use accelerating admixtures in cold weather only when approved by Owner. Use of admixtures will not relax cold weather placement requirements. D. Use set-retarding admixtures during hot weather only when approved by Owner. E. Add air entraining agent to concrete mix for concrete work as necessary. Part 3 -EXECUTION 3.01 INSPECTION A. Verify compacted subgrade and/or base is ready to support paving and imposed loads. B. Verify gradients and elevations of base are correct. C. Beginning of installation means acceptance of existing conditions. 3.02 PREPARATION A. Moisten subgrade and/or base ta minimize absorption of water from fresh concrete. B. Apply pre-emergent herbicide, per manufacturer's specifications, to soil surface below all areas ta receive concrete. If using base material, apply to subgrade prior to installing base. C. Notify Landscape Architect and Owner minimum 24 hours prior to commencement of concreting operations. 3.03 FORMING A. Place and secure forms to correct location, dimension, and profile. Obtain layout approval prior to pour. B. Assemble formwork to permit easy stripping and dismantling without damaging concrete. Use of permanent concrete screed is permissible. C. Place joint fillers vertical in position, in straight lines. Secure to form work during concrete placement. 3.04 REINFORCEMENT A. Place reinforcement. B. Interrupt reinforcement at expansion joints. C. Place reinforcement to achieve slab and curb alignment as detailed. D. Provide dowelled joints at interruptions of concrete with one end of dowel set in capped sleeve to allow longitudinal movement. 3.05 FORMED JOINTS A. Place expansion joints at 20 foot intervals unless otherwise shown to correct elevation and profile. Align curb, gutter, and sidewalk joints. B. Place expansion joint between paving components and building or other appurtenances. C. Provide control joints at maximum 5 foot intervals of paving unless otherwise shown. WARE MALCOMB Leading Design for Commercial Real Estate architedLLre plannlng lnterlors grc:lphics site developmenl 6363 gn2euwich d.r. ste. 175 san dit::'go. c:alifornia 92122 p 858.638.7277 f 858.638.7506 3.06 PLACING CONCRETE A. Place concrete in accordance with ACI 301. B. Hot Weather Placement: ACI 301. D. Ensure reinforcement, inserts, embedded parts, and formed joints are not disturbed during concrete placement. E. Place concrete continuously between predetermined construction joints. Do not break or interrupt successive pours such that cold joints occur. F. Place concrete to pattern indicated. G. Coordinate pours of integral color concrete to ensure consistency of color throughout. Color inconsistency will not be accepted. H. For concrete steps, walls or other vibration to eliminate honeycombs. re jec\ed. cost in place elements, settle concrete by Concrete with visible honeycombs will be I. Tolerances in horizontal alignment of hardscape elements such as paving edges, joints, walls and steps shall not exceed 1/4" in 10 feet, or 1/2" in 50 feet. 3.07 FINISHING A. See plan for finishes and finish locations. B. Curbs, Swales and Gutters: Light broom. C. Place curing compound an exposed concrete surfaces immediately after finishing. Apply in accordance with manufacturer's instructions. D. Finishes: 1. General - Compoct and tamp concrete as specified herein (unless retardant finish is specified), to bring 3/8 inch of mortar to surface, float with wood screeds and floats only, and apply following finishes after surface by floating. Do not use steel or any plastic screeds, floats or "Fresno" for initial floating and screeding operations. 2. All concrete finishes shall be as listed on the Drawings. Finishes are as follows: a. Rough Trowel Swirl Finish - Provide rough trowel finish to slab surfaces. After placing slabs, consolidate surface by floating to a uniform, smooth, granular texture. b. Scratch Finish - Provide scratch finish to slab surfaces that are to receive mortar setting beds for precast tile pavers as noted on Drawings. c. Steel Trowel Finish - After surface water disappears and floated surface is sufficiently hardened, steel trowel and re-trowel to smooth, dense, hard finish. After concrete has set enough, re-trowel to a smooth, uniform finish free of trowel marks or other blemishes. Avoid excessive troweling that produces burned areas. d. Sandblast Finish - i. All work shall conform to applicable OSHA and EPA standards. ii. Con tractor shall schedule this work to be executed with as little conflict with other trades as possible. If necessary, Contractor shall be responsible for the protection or masking of adjacent surfaces. 111. Test areas for somple of blasting will be established where surfaced will not be left exposed. Landscape Architect shall be present at time of sample blasting and approve the desired finish. iv. Care shall be taken to protect all adjacent surfaces from damage which are not receiving sandblasting. v. Sandblasting shall be accomplished using qualified workmen familiar with the proper technique. vI. Sandblasting work shall be by the dry-sand method, utilizing appropriate equipment and adequate air pressure. Abrasives shall be washed silica sand free from salt, clay or other foreign materials. Nozzle position during the operation shall be as determined In the making of the approved samples. vii. All concrete areas requiring patching shall be patched, with all rough spots and unevenness in the concrete surface ground smooth before the sandblasting operation is begun. viii. Wash down concrete sandblasted surfaces promptly to remove sand and dust. Upon completion, remove from site all surplus and waste materials. e. Retardant Finish - i. Concrete Mix Design: An extremelx coarse mixing contains the greatest possible percentage of 3/8" top size aggregate and a minimum amount of mixing water should be used. Aggregate/sand ratio to be 70% aggregate to 30% sand. ii. Preparatory Work: The concrete should be placed and consolidated so as to completely fill all spaces in the forms. Tampering will not be permitted because the aggregate must remain near the surface for later exposure. Apply a wood float finish which will permit 3/16" of aggregate exposure. iii. Application of Retarder: As soon as the following has been completed, apply the retarder and "Lithotex" by L.M. Scofield (213/725-7112) per Scofield's Application Instruction T -203.03. Once the retarder has been applied, cover the surface with plastic sheeting or curling paper to achieve deeper aggregate reveal. Iv. Aggregate Exposure: The retarder should be removed between eight and twenty hours after placement by sandblasting or with a coarse-fibered or rust resistant wire scrub brush and jet of water. A clean sealer shall be applied so that the surface shall be covered after aggregate exposure with new, non-staining paper. CAU I IUN: Ir I Hl!::i !::iHl::.1::.1 l!::i NU I l4"x::Sb" 11 l!::i A Kl::.UUCl::.U f-'KIN I f. Lithochrome color hardener: manufactured by L.M. Scofield Company. The grade shall be heavy duty. The color shall be per plan. Color-Hardened Concrete System: All concrete flatwork and adjacent vertical surfaces designated in the plans or specification~ as having a colored and hardened surface shall be color-hardened with 'Lithochrome' color hardener, a dry-shake hardener manufactured by L.M. Scofield Company, Los Angeles CA 90040, (800) 222-4100, (213) 723-5258. It shall be applied per manufactures recommendations in accordance with Scofield's Tech-Data Bulletin A-104. The finish shall be as designated in the finish schedule. E. Concrete Surface Sealer: Surface Sealer: All concrete that has either been sandblasted or retardant finished shall be sealed with a clear, penetrating concrete sealer. If efflorescence or alkali-staining in evident after the concrete has cured, lightly wash the aggregate surface with a mild muriatic acid solution (usually a 10: 1 dilution) that has been thoroughly rinsed with water and cleaned with diluted Lithochrome "Floor Cleaner" by L.M. Scofield or equal. Rinse again and dry thoroughly. After concrete mix hos cured at least a month, the concrete surface shall be thoroughly washed with fresh, clean water. After surface is thoroughly dried, apply one coat of Aqua-Mix Penetrating Sealer (213) 946-6877, at the rate of 200 SF per gallon. Allow 24 hours before applying water to verify if water beads. If not, apply a light second coat. Refer to Aqua-Mix Specifications for complete instructions. 3.08 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provision of the UBC, current edition. B. Maintain records of placed concrete items. Record date, location of pour, quantity, air temperature, and test samples taken. 3.09 PROTECTION A. Immediately after placement, protect concrete under from premature drying, excessive hot or cold temperatures, and mechanical injury. END OF SECTION SECTION 02515 INTERLOCKING CONCRETE PAVERS Part 1 -GENERAL 1.01 GENERAL REQUIREMENTS: In accordance with Division 1 -General and Special Conditions of this Project Manual. 1.02 SCOPE Provide all labor, materials, equipment and services necessary and reasonably incidental to complete Interlocking Paver Wark in accordance with Contract Oocuments. A. Value Engineering: The bidders are requested to provide prices as shown or specified in the design drawings and specifications: however bidders are strongly encouraged ta recommend cost saving design alternatives, with regard to architectural design and/or bidder's trade design. Any cost savings alternatives will not be revealed to bidder's competition. 1.03 SUBMITTALS In accordance with "Part 4 -Rider" and the applicable requirements of Division 1 - General and Special Conditions, 1.04 CODES AND PERMITS A. All work shall meet or exceed the requirements of applicable codes, rules, laws, regulations and local code enforcement officials. Any work not in conformance with codes shall be brought to the attention of the Project Supervisor. B. Obtain permits, tests and approvals required by the municipality or any other authorized agency for completion of the work and pay necessary fees related thereto. C. All work shall conform to latest applicable OSHA requirements and Project Owner's Safety Program. D. Fire Resistance Ratings: Provide materials and construction in compliance with tested assemblies as determined by ASTM, ICBO, FM, UL and other testing and inspecting organizations, or as acceptable to authorities having jurisdiction. 1.05 COORDINATION A. Subcontractor shall coordinate his work with other trades and with the Project Supervisor. B. Schedules: Coordinate fabrication and/or delivery schedules with construction progress to avoid delay of the work. C. In case of conflict, the Project Supervisor shall decide the proper location, arrangement or detailing, and any costs in revising or relocating equipment or material shall be at the expense of the Subcontractor responsible far the work, when locations and arrangements ore made without the knowledge of the Project Supervisor. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" 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 LAIIDSCAPE ARCHITECTS 884 l Research Drive Suite 200 Irvine, CA 92618 rel 9493871323 www.ridgela.com DATE L.A. ______ EXP. REVIEWED BY: INSPECTOR DATE 07.06.12 RS PLAN CHECK SUBMITTAL #3 09.04.12 RS CITY SUBMITTAL 09.26.13 RS FINAL SUBMITTAL DATE BY DESCRIPTION REVISIONS APP'D LANDSCAPE SPECIFICATIONS LA POSADA DE GUADALUPE MEN'S SHELTER APPROVED PLANNING DWN BY_~LA~-- CHKD BY __ R_S __ FIELD BY PROJECT NO. CUP 10-08 DATE DRAWING NO. 473-4L w m '' ' 'I I 1.06 QUALITY ASSURANCE A. Manufacturer's Requirements: Manufactured materials hereinafter specified or shown on the drawings shall be applied and installed in accordance with manufacturer's directions, recommendations of an association dealing primarily with the materials and in accordance with the specifications and the drawings. Conflicts shall be resolved in a manner which preserves all manufacturers' warranties. B. Field Quality Control: In accordance with "Part 4 -Rider". 1.07 CLOSE-OUT The following items must be provided prior to final payment: A. Warranties: Provide one-year written warranty in accordance with Division 1. 1.08 ALTERNATES Provide alternate pricing as described and directed in the Bid Documents and "Part 4 -Rider''. Alternate pricing shall include all applicable taxes (in accordance with state and local tax codes), general conditions, and overhead and profit. 1.09 UNIT PRICES Provide unit prices as described and directed in the Bid Documents. Unit prices shall include all applicable taxes (in accordance with state and local tax codes), general conditions, and overhead and profit. Part 2 -PRODUCTS Materials described in "Part 2 -Products" may not necessarily be included in the project or in all portions of the project. Refer to "Part 4 -Rider" and construction documents for specific clarifications. 2.01 MATERIALS A. Unit Pavers: 1. Concrete Pavers: Solid, interlocking paving units, ASTM C 936, made from normal-weight aggregates. B. Accessories: 1. Sand for Leveling course: Fine, sharp, non-plastic aggregate complying with ASTM C 33. 2. Sand for Joints: Fine, sharp, masonry sand with 100 percent passing the No. 16 Sieve and no\ more than 10 percent passing the No. 200 sieve. Part 3 -EXECUTION Installation described in "Port 2 -Products" may not necessarily be included in the project or in all portions of the project. Refer to "Part 4 -Rider" and construction documents for specific clarifications. 3.01 DELIVERY, STORAGE, AND HANDLING A. Deliver and store materials in accordance with manufacturer's instructions. B. Protec\ unit pavers and aggregate during storage and construction against soilage or contamination from earth and other materials. 3.02 PREPARATION A. Examine the areas and conditions under which work of this section will be installed. Do not proceed until unsatisfactory conditions have been corrected. B. Clean substrates of projections and substances detrimental to application. 3.03 INSTALLATION A. Hot-Weather Requirements: Protect unit paver work when temperature and humidity conditions produce excessive evaporation of setting beds. B. Do not use unit pavers with chips, cracks, voids, discolorations, and other defects that might be visible or cause staining in finished work. C. Mix pavers from several pallets or cubes as they are placed to produce uniform blend of colors and textures. D. Cut unit pavers to provide clean, sharp, unchipped edges. Cut units to provide pattern indicated and to fit adjoining work neatly. Use full units without cutting where possible. Hammer cutting is not acceptable. E. Tolerances: Do not exceed1/16 inch unit-to-unit offset from flush or 1/8 inch in 24 inches and ¼ inch in 10 feet from, level, or slope, for finished surface of paving. F. Expansion and Control Joints: Provide for sealant-filled joints at locations and of widths indicated. Provide cork joint filler as backing far sealant-filled joints where indicated. Install cork joint filler before setting pavers. G. Provide edge restraints and install edge restraints prior to placing unit povers. 3.04 AGGREGATE SETTING-BED PAVER APPLICATIONS A. Place aggregate base and subbose in thicknesses indicated. Compact by tamping and screed to depth required to allow setting of pavers. B. C. D. E. Place sand far leveling course and screed, taking care that moisture content remains constant and density is loose and constant until pavers are set and compacted. Treat leveling base with soil sterilizer ta prohibit growth of grass and weeds. Set pavers with a minimum joint width of 1/16-inch and a maximum of 1/8-inch, being careful nat to disturb leveling base. If pavers have spacer bars, place povers hand tight against spacer bars. Use string lines to keep straight lines. Fill gaps between units with pieces cut to fit from full-size unit pavers. Vibrate pavers into leveling course. Perform at least 3 passes across paving with vibrator. Vibrate under the following conditions: 1. After edge pavers are installed ond there is o completed surface or before surface is exposed to rain. 2. Before ending each day's work, fully compact installed concrete pavers. Cover the open layers with non-staining plastic sheets to protect it from rain. F. Spread dry sand and fill joints immediately after vibrating povers into leveling course. Vibrate pavers and add sand until joints are completely filled, then remove excess sand. Leave a slight surplus of sand on the surface for joint filling. G. Do not allow traffic on installed pavers until sand has been vibrated into joints. H. Repeat joint-filling process 30 days later. 3.05 REPAIR, CLEANING AND PROTECTION: A. B. Remove and replace unit pavers that are loose, chipped, broken, stained, or otherwise damaged or if units do not match adjoining units as intended. Provide new units to match adjoining units and install in same manner as original units, with same joint treatment \o eliminate evidence of replacement. Provide final protection and maintain conditions in a manner that ensures that unit paver work is without damage or deterioration at the time of Substantial Completion. 3.06 FINISHING A. Surface Sealer: All interlocking concrete paver areas shall be sealed with a clear, penetrating joint stabilizing sealer. After final joint-filling process, \he paving surface shall be thoroughly brushed clean to remove ony loose dirt, sand ar debris. Apply one coat of Surebond SB-1300 Joint Stabilizing Sealer per manufacturer's specifications. Ensure that pavement is protected from moisture and traffic far a minimum of 24 hours after application. Refer to Surebond Specifications for complete application instructions. END OF SECTION SECTION 02811 LANDSCAPE IRRIGATION SYSTEM RECLAIMED WATER Note: In case of conflicts, City of Carlsbad Standard specifications shall take precedence. Part 1 -GENERAL 1.01 SUMMARY A. It is the intent of the specifications and drawings \ha\ the finished system is complete in every respect and shall be ready for operation satisfactory to the Owner. 6. 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 of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of \he work to be installed. The work shall be installed in such a manner as to ovoid conflicts between irrigation systems, planting, and architectural features. 6. All work called for on the drawings by notes or details shall be furnished and installed whether ar not specifically mentioned in the specifications. When an item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown on both. The Architect shall have final authority for clarification. When a conflict occurs between an item shown on the plan and as shown on the specifications, the Architect shall have final authority for clarification. C. The Contractor shall not wilfully 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 \o 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. 6. Manufacturer's directions and detailed drawings shall be followed in all coses where the manufacturer of articles used in this contract furnishes 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 are hereby incorporated into and made a part of these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations of the some. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. D. All materials supplied for this project shall be new and free from any defects. E. All defective materials shall be replaced immediately at no additional cost to Owner. The Contractor shall secure \he 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. WARE MALCOMB Leading Design for Commercial Real Estate architechuc planning interiors graphics site <..levelopmenl 6363 greuuwic.h dr. .:;tc. 175 san diego. caltfomia 92L22 p 858.638.7277 l 858.638.7506 1.04 SUBMITTALS A. Materials List: 1. After award of contract and before any irrigation system materials are delivered to the job site, submit to the Owner a complete list of all irrigation systems, materials, or processes proposed to be furnished and installed as par\ of \his contract. 2. Show manufacturer's name and catalog number for each item, furnish complete catalog cuts and technical data, furnish the manufacturer's recommendations as to the method of installation. 3. No substitutions will be allowed without prior written acceptance by the Architect or Owner's authorized representative. 4. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. 6. Substitutions: If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and specifications, he may do so by providing the following information to the Architect or Owner's authorized representative for approval. 1. Provide a written statement indicating the reason for making the substitution. 2. Provide catalog cut sheets, technical data, and performance information for each substitute item. 3. Provide in writing the difference in installed price if the item is accepted. 1.05 EXISTING CONDITIONS A. The Contractor shall verify ond be familiar with the locations, size and detail of points of connection provided as the source of water, electrical supply, and telephone line connection to the irrigation system. B. Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start of construction. Should a discrepancy exist, notify the Architect and Owner's authorized representative prior to beginning construction. C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tonks, and other utilities as are commonly encountered underground and he shall take proper precautions not to damage or disturb such improvements. If o conflict exists between such obstacles and the proposed work, the Contractor shall promptly notify the Architect and Owner who will arrange for relocations. The Irrigation Contractor will proceed in the same manner if a rock layer or any other such conditions are encountered. D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. Contractor shall repair, at his own cost, all damage resulting from his operations or negligence. E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. 1.06 INSPECTIONS A. The Contractor shall permit the Architect and Owner's authorized representative to visit and inspect at all times any part of the work and shall provide safe access for such visits. B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Architect, Owner's authorized representative, and/or governing agencies. The Irrigation Contractor shall be solely responsible for notifying the Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered at the Irrigation Contractor's expense. C. Inspections will be required for the following at a minimum: 1. System layout 2. Pressure test of irrigation main line (Four hours at 125 PSI or 120% of static water pressure, which ever is greater.) 3. Coverage test of irrigation system 4. Final inspection prior to start of maintenance period 5. Final acceptance D. Site observations and testing will no\ commence without the record drawings as prepared by the Irrigation Contractor. Record drawings must 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 at no additional expense to Owner. 1.07 STORAGE AND HANDLING A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation work and materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to ovoid undue bending and concentrated external load. 1.08 CLEANUP AND DISPOSAL A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do so by the Owner's authorized representative. 6. At the time of completion the en tire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off-site in a legal disposal area. CAU I IUN· Ir I HI~ ~Htt I I~ NU I L4"'xjb" 11 I~ A KtUUCtU f-'KIN I 1.09 TURNOVER ITEMS A. Record Drawings: 1. Record accurately on one set of contract drawings all changes in \he work constituting departures from the original contract drawings. 2. The changes and dimensions shall be recorded in a legible and workmanlike manner to the satisfaction of the Architect or Owner's authorized representative. Prior to final inspection of work, submit record drawings to the Architect or Owner's authorized representative. 3. Dimensions from/to permanent points of reference such as buildings, sidewalks, curbs, etc. shall be shown. 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 connection (including water meters,. backflow preventors, master control valves, etc.) b. Routing of sprinkler pressure lines (dimensions shown at a maximum of 100 feet along routing and at all changes in direction) c. Gate valves d. Automatic remote control valves e. Quick coupling valves f. Routing of control wires g. Irrigation controllers h. Related equipment (as may be directed) 5. Maintain record drawings on site at all times. Upon completion of work, transfer all as-built information and dimensions to a clean set of bond prints, using red, waterproof ink. · 6. Con troll er 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 5 mils in thickness. C. Operation and Maintenance Manuals: 1. Two individually bound copies of operation and maintenance manuals shall be delivered to the Architect or Owner's authorized representative at least 10 calendar days prior to final inspection. The manuals shall describe the material nstolled and the proper operation of the system. 2. Each complete, bound manual shall include the following information: a. Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment including names and addresses of local manufacturer representatives. b. Operating and maintenance instructions for oil equipment. c. Spare parts lists and related manufacturer information for all equipment. D. Equipment: 1. Supply as a part of this contract the following items: a. Two (2) wrenches for disassembly and adjustment of each type of sprinkler head used in the irrigation system. b. Three 30-inch sprinkler keys for manual operation of control valves. c. Two keys for each automatic controller. d. Two quick coupler keys with a 3/4" bronze hose bib, bent nose type with hand wheel and two coupler lid keys. e. One valve box cover key or wrench. f. One 5-foot tee wrench for operating butterfly valves (if used). g. Six extra sprinkler heads of each size and type. 2. The above equipment shall be turned over to Owner's authorized representative at the final inspection. 1.10 COMPLETION A. At the time of the pre-maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing agencies will inspect the work, and if not accepted, will prepare a list of items 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. 6. The Owner's authorized representative shall hove final authority on all portions of the work. C. After the system has been completed, the Contractor shall instruct Owner's authorized representative in \he operation and maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the owner's satisfaction by the Contractor without any additional expense to the owner. Repairs shall include the complete restoration of all damage to planting, paving or other improvements of any kind as a result of the work. 1.11 GUARANTEE A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects and fault of material and workmanship, including settling of backfilled areas below grade, for a period of one (1) year following the filing of the Notice of Completion. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to owner within ten (10) calendar days of receipt of written notice from Owner. When the nature of the repairs, as determined by \he Owner, constitutes on emergency (i.e. broken pressure line) the Owner moy proceed \o make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct some, shall be repaired to \he satisfaction of the Owner by the Contractor, all at no additional cost to the Owner. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PL.ANNINO DEPARTMENT R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite ZOO lrtine, CA 92613 Tel 949 337 1323 www.ridgelc1.com DATE L.A. ______ EXP. REVIEWED BY: INSPECTOR DATE 07.06.IZ RS PLAN CHECK SUBMITTAL #3 09.04.12 RS CITY SUBMITTAL 09.26.13 RS FINAL SUBMITTAL DATE BY DESCRIPTION APP'D REVISIONS LANDSCAPE SPECIFICATIONS LA POSADA DE GUADALUPE MEN'S SHELTER APPROVED t"cA ~, lc-l i-£)tr :;-s1-1-+ PLANNING DATE DWN BY LA PROJECT NO. DRAWING NO. RS CHKD BY CUP 10-08 473-4L FIELD BY w m B. Guarantee shall be submitted on Contractors own letterhead as follows: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee \ho\ \he sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and \ear 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 reprace any damage resulting from the repairing or replacing of such defects a\ 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 lime specified after receipt of written notice from owner, we authorize the owner to proceed lo have said repairs or replacements made at our expense and we will pay \he costs and charges therefore upon demand. PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE: Part 2 -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 ta 3 inches in diameter downstream of basket strainer unit shall be Class 315 solvent weld PVC. Piping shall conform to ASTM D2241. C. Non-pressure lines 3/4 inches in diameter and larger downstream of the remote control valve shall be Class 200 PVC. Non-pressure lines 1" and larger 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 local reclaimed water governing agencies. Reclaimed water PVC pipe shall use standard Sch. 40 PVC fittings. Reclaimed Water PVC pipe to be Brownline "Alertline" or equal. 2.03 METAL PIPE AND FITTINGS A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. B. Fittings shall be medium brass, screwed 125-pound class. C. Copper pipe and fittings shall be Type "K" sweat soldered. 2.04 PLASTIC PIPE AND FITTINGS A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation Foundation approval, Commercial Standards designation, and date of extrusion. B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2241 or ASTM D1784. C. All PVC fittings shall be standard weight Schedule 80 for constant-pressure mainline fittings and Schedule 40 for non-pressure lateral fittings and shall be injection molded of an imP,roved 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 and D2467. 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 \he manufacturer's recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM D2564 and ASTM D2855. F. When connection is plastic to metal. female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be non-lead base Teflon paste, tape, or equal. 2.05 BASKET STRAINER A. The basket strainer unit shall be of the manufacturer, size, and type indicated an the drawings. B. The basket strainer unit shall be installed 1n accordance with \he requirements set forth by local codes. 2.06 VALVES A. Gate Valves: 1. Gate valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Gate valve shall have threaded ASTM B-62 bronze body, bonnet and wedge, silicon bronze stem, and malleable iron handwheel. 3. All Gate valves shall have a minimum working pressure of not less than 150 psi and shall conform to AWWA standards. B. Quick Coupler Valves: 1. Quick coupler valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Quick coupler valves shall be brass with a wall thickness guaranteed to withstand normal working pressure of 150 psi without leakage. Valves shall have 3/4 female threads opening a\ 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 al brass with a rubber-like vinyl cover. Vinyl quick coupler cover to be purple in color with \he 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. An ti-drain Valves: 1. Anti-drain valves shall be of \he manufacturer, size, and type indicated on the drawings. 2. Anti-drain valves shall have 18-8 stainless steel springs and valve stems with Buna-N seals. 3. Anti-drain valves will have threaded connections the size of the riser or pipe they are to be installed onto, or \he next available size. No slip connection anti-drain valves are allowed. 2.07 VALVE BOXES A. Valve boxes shall be fabricated from a durable, Weather-resistant plastic material resistant to sunlight and chemical action of soils. B. The valve box cover shall be purple in color and permanently marked with the words "WARNING -RECLAIMED WATER -DO NOT DRINK". Valve box cover shall be secured with a hidden latch mechanism or bolts. C. The cover and box shall be capable of sustaining a load of 1,500 pounds. D. Valve box extensions shall be by the same manufacturer as \he valve box. E. Automatic control valve boxes shall be 16"x11"x12" rectangular size. Valve box covers shall be marked "RCV" with the valve identification number "heat branded" onto the cover in 2 inch high letters/numbers. F. Gate valve and quick coupler valve_ boxe~ s~all b,;' 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. Automatic controller shall be of the manufacturer, 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. B. All electrical work shall conform to local codes and ordinances. 2.10 LOW VOLTAGE CONTROL WIRING A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. B. Connections shall be either epoxy-sealed packet type or Penn-Tite connectors. C. Ground wires shall be white in color. Control wires shall be red (where two or more controllers are used, the control wires shall be a different color for each con troll er. These colors shall be noted on the "Record Drawings" plans located on controller door). 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 \op surface. Riser heads shall have a self adhesive reclaimed water sticker placed on \he riser directly below the sprinkler body. All reclaimed water warnings shall be in English and Spanish and have \he 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. Part 3 -EXECUTION 3.01 SITE CONDITIONS A. Inspections: 1. Prior \o all work of \his section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and the manu fac\urer's recommendations. B. Discrepancies: 1. In the event of discrepancy, immediately notify \he Architect or Owner's authorized representative. 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved, C. Grades: 1. Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified material depths with respect to finish grade. 2. Final grades shall be accepted by the Engineer before work on this section will be allowed to begin. D. Field Measurements: 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Con tractor shall coordinate the installation of all irrigation materials with all other work. 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under this section. WARE MALCOMB Leading Design for Commercial Real Estate 3.02 3.03 3.04 (Dolo).J /. 05/31/1, _,;,; architecture planning lnteriors graphlCs 6363 gruernvich dr. ste. 175 san dlego. caHfornia 92l22 p 858.638.7277 £ 858,638.7506 ~(]9~; OF' CALI' site ck•velupmcnl E. F. G. H. A. B. C. D. E. A. B. C. D. E. A. B. C. D. E. F. G. H. I. J. K. L. CAU I IUN: 11-I Hl::i ::iHl::.1::.1 l::i NU I L4"XJb" 11 l::i A Kl::.UUCl::.U fJKIN I 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. Diagrammatic Intent: The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide offsets in piping and changes in equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with other work a\ no additional expense to Owner. Layout: . 1. Prior to installation, \he Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventor, and automatic controller. 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under paved areas, but running parallel and adjacent to planted areas, install \he piping in the planted areas. Water Supply Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made a\ no additional expense to Owner. Electrical Service: 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. 2. Contractor shall make 120 volt connection to \he irrigation controllers. Electrical power source to controller locations shall be provided by others. TRENCHING Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below subgrade. Provide minimum cover of 24 inches on pressure supply lines 2 ½ inches and smaller. Provide minimum cover of 18 inches for control wires. Provide minimum cover of 12 inches for non-pressure lines. Pipes installed in a common trench shall have a 6 inch minimum space between pipes. BACKFILLING Bockfill material on all lines shall be \he same as adjacent soil free of debris, litter, and rocks over ½-inch in diameter. Backfill shall be tamped in 4-inch layers under \he pipe and uniformly on _both sides for the full width of \he 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 ta dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. Flooding in lieu of tamping is not allowed. Under no circumstances shall truck wheels be used to compact backfill. Provide sand backfill a minimum of 6 inches over and under all piping under paved areas. PIPING Piping under existing pavement may be installed by jacking. boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. Cutting or breaking of existing pavement is not permitted. Carefully inspect all burrs and reaming. verification. pipe and fittings before installation, removing dirt, scale, Install pipe with all markings up for visual inspection and Remove all dented and damaged pipe sections. All lines shall have a minimum clearance of 6 inches from each other and 12 inches from lines of other trades. Parallel lines shall not be installed directly over each other. In solvent welding, use only \he 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. PVC pipe shall be installed in a manner which will provide for expansion and contraction as recommended by the pipe manufacturer. Cen\erload all plastic pipe prior to pressure testing. All threaded plastic-to-plastic connections shall be assembled using Teflon tape. For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe dope on all threaded plastic-to-metal connections, except where noted otherwise. All plastic-to-metal connections shall be made with plastic female adapters. 3.05 A. B. C. 3.06 A. B. C. D. E. F. CONTROLLER The exact location of the controller shall be approved by \he Landscape Architect or Owner's authorized representative before installation. The electrical service shall be coordinated with this location. The Irrigation Contractor shall be responsible for the final electrical hook up to the irrigation con troll er. The irrigation system shall be programmed to operate during \he periods of minimal use of the design area or in accordance with the irrigation schedule provided. CONTROL WIRING Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines whenever possible. Where more than one wire is placed in a trench, \he wiring shall be taped together in a bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at intervals of 20 feet. All connections shall be of an approved type and shall occur in a valve box. Provide an 18 inch service loop at each connection. An expansion loop of 12 inches shall be >'.rovided at each wir': connection and/or directional change, and one al 24 inches shall be provided at each rem o\e con \rol valve. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be used without prior approval. Pull boxes for the low voltage control wires shall be provided at a spacing of 480 feet on center along the wire route. An expansion loop of 24 inches shall be provided at each control wire pull box. 3.07 VALVES A. Automatic control valves, manual valves, gate valves, and ball valves are to be installed in the approximate locations indicated on the drawings. B. Valve shall be installed in shrub areas whenever possible. C. Install all valves as indicated in the detail drawings. D. Valves to be installed in valve boxes shall be installed one valve per box. 3.08 VALVE BOXES A. Valve boxes shall be installed in shrub areas whenever possible. B. Each valve box shall be installed on a foundation of 3/4 inch gravel backfill, 3 cubic fee\ minimum. Valve boxes shall be installed with their \ops ½-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 heigh\ required by local codes. 3.10 SPRINKLER HEADS A. Sprinkler heads shall be installed as indicated on the drawings. B. Spacing of heads shall no\ exceed maximum indicated on \he drawings. C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. D. Pop-up sprinkler heads shall not be installed using side outlet openings. 3.11 MISCELLANEOUS EQUIPMENT A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. B. Quick coupler valves shall be set approximately 12 inches from walks, curbs, header boards, or paved areas where applicable. C. Unless designed as an integral part of \he 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. CONTINUED ON NEXT SHEET w iE g ~ All solvent weld mainline piping is to be secured with minimum one cubic foot thrust blocks at all directional changes. Bell and gasket pipe to have a Leemco joint restraint system installed on all fittings in lieu of thrust blocks. r--------------------------11§ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. R I D G E LAMDSCAPE ARCHITECIS 884 l Research Drive Suite 200 Irvine, CA 92613 lei 949 387 1323 www.ridgela.com "AS-BUILT" L.A. EXP. REVIEWED BY: INSPECTOR DATE DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. D7.D6.t2 RS PLAN CHECK SUBMITTAL #3 09.04.t2 RS CITY SUBMITTAL 09.26.13 RS FINAL SUBMITTAL DATE BY DESCRIPTION REVISIONS APP'O CITY OF CARLSBAD 11 BHE1ET8 8 I PLANNINO DEPARTMENT _ LANDSCAPE SPECIFICATIONS LA POSADA DE GUADALUPE MEN'S SHEL I'EJ{ APPROVED PLANNING OWN BY_----;"LA,,--__ CHKD BY __ R_S __ FIELD BY PROJECT NO. CUP 10-08 DATE DRAWING NO. 473-4L ~ ~ u 0 ~ ~ ffi " 0 " " w s w ~ 3.13 ADJUSTING THE SYSTEM A. Contractor shall adjust valves, align heads, and check coverage of each system prior to coverage test. B. If it is determined by the Architect or Owner's authorized representative that additional adjustments or nozzle changes will be required to provide proper coverage, all necessary changes or adjustments shall be made prior to any planting. C. The entire system shall be operating properly before any planting operations commence. D. Automatic control valves are to be adjusted so that the sprinkler heads operate at the pressure recommended by the manufacturer. 3.14 TESTING AND OBSERVATION A. Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested and accepted by the Architect, Owner, and governing agencies. B. 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. C. When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to determine if the water coverage for the planted areas is complete and adequate in the presence of the Architect. D. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the plans, or where the system has been wilfully installed as indicated on the drawings when it is obviously inadequate, without bringing this to the attention of the Architect. This test shall be accepted by the Architect and accomplished before starting any planting. E. Final inspection will not commence without record drawings as prepared by the Irrigation Contractor. 3.15 MAINTENANCE During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition providing complete irrigation coverage to all intended plantings. 3.16 COMPLETION CLEANING Clean-up shall be made as each portion of \he work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions. END OF SECTION SECTION 02950 LANDSCAPE PLANTING Part 1 -GENERAL 1.01 WORK INCLUDED A. Soil Preparation. B. Planting. C. Staking. D. Sodding. E. Clean up. 1.02 RELATED WORK A. Section 02811 -Landscape Irrigation System. 1.03 QUALITY ASSURANCE A. Source Quality: 1. Submit documentation a\ least 60 days prior to planting that all plant materials are available. Materials are subject to inspection after confirmation of ordering. 2. Materials are subject to inspection at place of growth and upon delivery, for conformity to specifications. Inspection, approval and rejection can also take place at other times during progress of work. 3. Request, in writing, inspection of plant materials at place of growth. Identify place of growth, and quantity of plants to be inspected. 4. As described in \he planting notes for tree tagging, the Architect may opt to either visit the tree nursery or review photographs submitted by the Contractor. In either case visit the nursery and select trees conforming to specifications prior to review by \he Architect. 1.04 SUBMITTALS A. Prior to installation submit for review and approval specifications and product information on items being used on project. Submit bound with list of items as cover sheet. Conform to Section 01300. 1.05 DELIVERY, STORAGE AND HANDLING A. Deliver fertilizer to site in original unopened containers bearing manufacturer's guaranteed chemical analysis, name, \rode 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. Label trees, evergreens, bundles of containers of like shrubs and groundcover plants. State correct plant name and size indicated on plant list. Use durable waterproof labels with water-resistant ink which will remain legible for at least 60 days. D. Protect plant material during delivery to prevent damage to root ball or desiccation of leaves. E. Notify Architect 7 days in advance of delivery of plant materials and submit itemization of plants in each delivery. F. Store plants in shade and protect from weather. G. Maintain and protect plant material in a healthy, vigorous condition. H. Exercise care in handling, loading, unloading and storing of plant materials. Replace damaged materials. 1.06 JOB CONDITIONS A. Perform actual planting only when weather and soil conditions are suitable in accordance with locally accepted practice. B. Coordinate this work of this section with installation of underground irrigation system, utilities, piping and watering heads. 1.07 SAMPLES AND TESTS A. Architect reserves the right to take and analyze samples of materials for conformity to specifications. Provide samples for testing upon request. Remove rejected materials from site immediately upon rejection at no additional cost. Testing costs will be paid for by Owner if materials prove to be in compliance with specifications. B. Prior to amending soils, contractor shall have soil tested for agricultural suitability as described in planting notes. C. Provide 1 cubic foot sample of medium grind topping mulch 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 provided per the Agronomic Soils Report dated October 14, 2011. B. Provide standard, approved and first-grade quality materials, in prime condition when installed and accepted. Deliver commercially processed and packaged material in manufacturer's unopened containers bearing the manufacturer's guaranteed analysis. Supply a sample of all supplied materials accompanied by analytical data from -an approved laboratory source illustrating compliance, or bearing the manufacturer's guaranteed analysis. C. Organic Amendment: 1. Nitrogen Stabilized: 0.56 to 0.84 percent N based on dry weight for wood residual or rice hulls. 2. Particle Size: 95 to 100 percent passing 6.35 mm standard sieve; 80 to 100 percent passing 2.33 mm standard sieve. 3. Salinity: Ensure that saturation extract conductivity does not exceed 3.5 millimohs per centimeter at 25 degrees C. as determined by saturation extract method. 4. Iron Content: Minimum 0.08 percent dilute acid soluble Fe on dry weight basis. 5. Ash: 0 to 6 percent dry weight. D. Soil Amendment: 1. Soil Sulfur: Agricultural grade sulfur containing minimum of 99 percent sulfur expressed as elemental. 2. Iron Sulfate: 20 percent iron expressed as metallic iron, derived from ferric and ferrous sulphate, 10 percent sulfur expressed as elemental. 3. Calcium Carbonate: 95 percent lime as derived from oyster shells. 4. Gypsum: Agricultural grade product containing 98 percent minimum calcium sulphate. E. Fertilizer: 1. Planting Fertilizer: pelleted or granular form consisting of the following percents by weight and mixed by commercial fertilizer supplier: 6-nitrogen, 20-phosphoric acid, 20-potash. 2. Planting Tablets: Provide slow-release type with potential acidity of not more than 5 percent by weight containing the following percents by weight of nutrients listed: 20-nitrogen, 10-phosphoric acid, 5-potash, 2.6-combined calcium, 1.6-combined sulphur, 0.35-iron elemental from ferrous sulfate. Provide in 21 gram tablets manufactured by Agriform, or other approved. 3. Hydroseeding Fertilizer: provide ammonium phosphate which consists of the following percent by weight and mixed by a commercial fertilizer supplier: 16-nitrogen, 20-phosphoric acid, 0-potash. 4. Pre-Sod fertilizer: Provide type consisting of the following percents by weight and mixed by a commercial fertilizer supplier: 16-hydrogen, 20-phosphoric acid, 8-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 formaldehyde: 38-0-0. 8. Hydroseeding fertilizer: provide amonium phosphate which consists of the following percent by weight and mixed by a commercial fertilizer supplier: 16-nitrogen, 20-phosphoric acid, 0-potash. 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. G. Plant Materials: 1. Provide plant materials in accordance with State Department 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, ond other disfigurements. Ensure tree trunks are sturdy and have well hardened systems and vigorous and fibrous root systems which are not root or pot-bound. In the event of disagreement as to condition of root system, the root conditions of the furnished plants in containers will be determined by removal of earth from the roots of not less than two plants, or more than 2 percent of the total number of plants of each species or variety. Where container grown plants are from several sources, roots of not less than two plants of each species or variety from each source will be inspected. In the event that the sample plants inspected are found to be defective, the entire lot or lots of plants represented by the defective samples may be rejected. Plants rendered unsuitable for planting due to this inspection will be considered samples and will be provided at no cost to the Owner. WARE MALCOMB Leading Design for Commercial Real Estate architucture plaruting intt!rior:; graphics site devclupnn.:nt 6363 gn . .!unwich dr. 8te. 175 san di1;:go. <.:alifomia 92122 p 858.638.7277 £ 858.638.7506 CAU I JUN: Ir I Hl::i ::iHl::I:: I l::i NU I L4"X::lb" 11 l::i A Kl::UUCl::U fJKIN I H. I. J. K. L. 2. 3. 4. 5. 6. 7. 8. g_ Size of plants will correspond with that normally expected for _species and variety of commercially available nursery stock or as spec1f1ed 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. Plants not meeting requirements of these specifications are considered to be defective whether in place or not. They must be 1mmed1otely removed and replaced with new acceptable and approved plants of the required size, species and variety at no additional cost to the Owner. Pruning: Do not prune, trim, top or alter the shape of trees or plants except as approved. Provide plant material true to botanical and common name and _variety as specified in Annotated Checklist of "./Dody Ornamental Plants _In _ California, Oregon and Washington, published by Un1vers1ty of Cal1forn1a School of Agriculture (latest edition). 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. Sod: Provide Marathon II or approved equal. Select trees which ore aesthetically desirable and are good examples of the species. Trees with gashes, misshapen trunks or branches, topped leaders, structural defects, badly crossed branches, or other visual defects will not be accepted. 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. 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. Ensu_re a. consistent texture. . whichdisperses evenly and remains suspended in agitated water. Provide with a temporary green dye and the following percentage property analysis: moisture content 9 plus or minus 0.8; 3 o.d. basis; organic matter 99.2 plus or minus 0.8; ash content 0.8 plus or minus 0.2; pH 4.8 plus or minus 0.5;water holding capacity (grams of H20 per 100grams of fiber) 1150 minimum. Hydroseeding Additive (Binder): Provide Ecology Control-M-Binder organic seeding additive. Guying and Staking Materials: 1. Wood Tree Stakes: lodge pole pine, full treated with Coppernaphthonote Wood Preservative in strict accordance with FS TT-W-572 Type I, Composition B, 2 inch minimal normal size diameter by 10 feet long, no split stakes. 2. Ties: Provide rigid tie stock No. CT, size corresponding to tree box size as manufactured by VIT Company or other approved. Tree Paint: Provide Morrison Tree Seal, Cabot Tree Point, or other approved. Water: Provide clean, potable wo\er. 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 passes 1/4 inch sieve, or approved equal. Mulch shall be free of contaminants and weed seed and shall have a pleasant musty or moldy soil-like odor. Putrid, ammonia and sour-smelling materials will be deemed unacceptable. Recycled construction materials will not be permitted. N. Wood Headerboards: 1. Provide 2-inch by 4-inch pressure treated Douglas fir or redwood construction grade headerboards. Make splice~ with 1-in~h by 4-inch pieces no less than 12 inches long. Place 1-inch by 3-inch by 16-inch stakes at intervals of not more than 5 feet. Cut stakes level and set below top of headerboards. 2. On sharp turns and curves, four ½-inch by 4-inch laminated boards, or two 1-inch by 4-inch laminated boards may be permitted. 3. Nail stakes and splices with galvanized common nails. Nail as required for solid installation. 4. Provide header as shown on drawings, laid true to line and grade, protect in-place adjacent improvements, shrubbery and other properties. Place stakes on ground cover side of header. 0. Sand: Provide washed silica sand. P. Root Barrier: UB24-2 by Deep Root Corp., (800)458-7668. Install at all trees within 5' of concrete paving, curbs or mow strips, or as shown on plans. Install barrier with vertical ribs facing toward the tree and with the top edge ½" above finish grade. Par\ 3 -EXECUTION 3 01 INSPECTION A. Obtain certification that final grades to 1/10 foot have been established prior to commencing landscaping operations. Provid_e for inclusion of all amendments, settling, etc. Be responsible for shaping all planting areas as indicated on drawings or as required. B. Inspect trees, shrubs and liner stock plant material for injury, insect infestation and trees and shrubs for improper pruning. C. Do not begin planting of trees until deficiencies are corrected or plants replaced. 3.02 PREPARATION A. Soil Preparation: . . . 1. After proper finished grades have b,:en ver:1f_1ed or established, . cross-rip all planting areas to a depth _of 12 , co;1d1t10~ and fert1l1ze soil in accordance with recommendations of soil testing laboratory and as approved by Owner. The following is for bid purposes only. 2. Uniformly spread and cultivate amendments thoroughly by means of mechanical tiller into top 6 inches of soil. Application rates per 1,000 square feet: Nitrogen stabilized organic amendment 4 cubic yards 16-16-16 Commercial Fertilizers 15 lbs. Agricultural gypsum 100 lbs. Soil sulphur 20 lbs. At time of planting, ensure that top 2 inches of all areas to be planted or seeded are free of stones, stumps, and other deleterious matter 1 inch in diameter or larger, and free from wire, plaster, concrete, wood, and similar materials which would cause hindrance to planting or maintenance. B. Final Grades: Make minor modifications to grade as may be necessary to establish required final grade. Ensure that_ finish grade pr~vi?es proper drainage of the site and surface drainage Is away from_ building. Final grades are to be 1 inch below adjacent paved areas, sidewalks, v?lve boxes, headers, clean-outs, drains, manholes, etc., or as shown on drawings or required by City. Eliminate erosion scars prior to commencing maintenance period. 3.03 PLANTING INSTALLATION A. B. C. General: 1. Perform actual planting only during those periods when weather and soil conditions are suitable and in accordance with locally accepted practice, as approved. 2. Distribute in planting areas only as many plants as can be planted and watered that same day. 3. Ensure that containers which are opened and plants removed ore 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 operat1onal and approved prior to planting. Pre-Plant Weed Control: 1. Use a non-selective systemic contact herbicide as recommended and applied by an approved licensed landscape pest control advisor and applicator. Leave sprayed plants intact for at least 15 day_s. 2. Clear and remove these existing weeds by mowing or grubbing off oil plant parts at least 2 inches below surface of soil over entire areas to be planted. 3. After irrigation system is operoti~nal, apply water for 1 O_ days as needed to achieve weed germination. Apply contact herb1c1des and wait as needed before planting. Repeat as required. 4. Maintain weed free site until acceptance by Owner. Loy-Out: Mark locations for plants and outlines of areas to be planted before any plant pits are dug. Gain City approval. If underground . construction or utility lines are encountered 1n the excavation of plantin9 areas, other locations for planting may be selected by Owner. Accomplish layout with flagged grade stakes indicating plant names and specified container size on each stoke. Confirm location and depth of underground utilities and obstructions. D. Planting of Trees and Shrubs: _ _ _ _ 1. Strip and stack approved excavation for plan!1ng which Is _encountered within areas for trenches, tree holes, plant pits and planting beds. 2. Remove from site excess soil generated from planting holes ond not used for backfilling. 3. Protect areas from excessive compaction when trucking plan ts 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 boll. Superficially loosen edge roots on three sides after removing from can. 6. Remove bottom of plant boxes before planting. Remove sides without damage to root ball after positioning plant and partially backfilling. 7. Center plant in pit or trench. 8. Face plants with fullest growth into prevailing wind. 9. Set plant plumb and hold rigidly in position until soil has been firmed around ball or roots. 10. Backfill container plants with: 6 parts by volume on-site soil 4 parts by volume organic amendment 1 pound 6-20-20 fertilizer mix/cu. yd. of mix 2 pounds iron sulfate per cubic yard of mix _ _ _ Note: The above is for bid purposes only. Spec1f1c backfill recommendations are made as a result of the soils testing described on the planting plan. . 11. Raise all plants which settle deeper than the surrounding grade. After plant has been placed, add sufficient backfill to hole to cover approximately 1 /2 of root ball. Add water to the top and thoroughly saturate root ball and adjacent soil. 12. After water has completely drained, place planting tablets: 1 tablet per 1-gallon container 2 tablets per 5-gallon container 3 tablets per 15-gallon container 4 tablets per 24 inch box 5 tablets per 30 inch box 6 tablets per 36 inch box 7 tablets per 42 inch box 8 tablets per 48 inch and larger boxes Set planting tablets with each plant on top of root ball while plants are still in their containers so the required number of tablets can be verified. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNINQ DEPARTMENT R I D G E LANDSCAPE ARCHI rECTS 884 1 Research Drive Suite 200 Irvine, CA 92613 Tel 9o9 387 1323 www.ridgela.com DATE L.A. ______ EXP. REVIEWED BY: INSPECTOR DATE 07.06.12 RS PLAN CHECK SUBMITTAL #3 09.04.12 RS CITY SUBMITTAL 09.26.13 RS FINAL SUBMITTAL DATE BY DESCRIPTION APP'D REVISIONS LANDSCAPE SPECIFICATIONS LA POSADA DE GUADALUPE MEN'S SHELTER APPROVED /t:J!\ Gy ~-,?f( ;-~\ ·!'-!- PLANNING DATE DWN BY LA PROJECT NO. DRAWING NO. RS CHKD BY CUP 10-08 473-4L FIELD BY ~ w u F 0 z w /: w w I I: { 13. Backfill remainder of hole and tamp firm. Construct an earthen basin around each pion\ ofter backfilling. Provide basin of depth sufficient to hold at least 2 inches of water. Construe\ basins with amended backfill. Remove basin in all turf areas after initial watering. 14. Limit pruning to minimum necessary. Remove injured twigs and branches. Pruning may not be done prior to delivery of plants. 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 groundcover remains in the flats until transplanting. Flats' soil must contain sufficient moisture so it will not fall apart when lifting plants. 2. Plant groundcovers in straight rows evenly spaced unless shown otherwise, and a\ intervals required by drawings. Use triangular spacing unless otherwise noted on drawings. 3. Plant each rooted plant with its proportionate amount of flat soil. Immediately sprinkle after planting until entire area is soaked ta full depth of each hole. Protect plants from damage and trampling. F. Hydroseeding: 1. Install large trees and shrubs (5 gallon and larger) if they occur in hydroseeded areas. 2. Install trees and shrubs (1 gallon) and groundcovers from 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 in a form of slurry consisting of cellulose fiber, seed, chemical additives, commercial fertilizer and water. When hydraulically sprayed on soil, ensure that hydro -mulch forms a blotter like groundcover impregnated uniformly with seed and fertilizer and allows the absorption of moisture and rainfall to percolate to the underlying soil. 6. Prepare the slurry at the site by first adding water to the tank when the engine is at half throttle. When waler level hos 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 seed and the tank is at least 1/3 filled with water. By the time the tank is 2/3 to 3/4 full, all mulch shall be in. Commence spraying immediately when tonk is full. 7. Spray with uniform visible coal 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 nozzle man, 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 drainage ditches and channels which may impede the flow of rain or irrigation water. Cleon 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 \hot application equipment hos a built-in agitation system and operating capacity sufficient to agitate, suspend and mix a slurry containing not less than 40 pounds of fiber mulch plus a combined total of 7 pounds fertilizer solids for each 100 gallons of water. 13. Slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which will provide a continuous non-fluctuating discharge. Capacity requirement is 1,500 gallons, mounted on a traveling unit, either self-propelled or drawing by a separate unit which will place slurry tank and nozzles within sufficient 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 and debris from areas to be sodded. Work up soil to a depth of 6 inches, and break up oil clods. 2. Carefully smooth all surfaces to be sodded. Roll area to expose soil depressions or surface irregularities. Re-grade 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 slobs along a straight line use a string in irregular areas. Butt joints tightly, do not overlap edges. On second strip, stagger joints much as in laying masonry. Use a sharp knife to cut 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 water until installation is complete. 6. After laying sod, roll lightly to 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 at regular intervals to keep sod moist at all times until rooted. After sod is established, decrease frequency and increase amount of water per application as necessary. 8. Replace all dead or dying sod with equal material. H. Mulch Cover: Dress oil groundcover, perennial and annual beds with 2" layer of mulch, except 2: 1 slopes and turf areas. 3. 04 CLEAN-UP A. After all 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. B. Leave the site in a broom-clean condition, and wash down oil paved areas within the project site. Leave walks in a clean and safe condition. 3.05 OBSERVATION SCHEDULE A. Notify Owner in advance for the following inspections, according to the time specified: 1. Pre-Job conference -7 days. 2. Final grade review -48 hours. 3. Plant material review -48 hours. 4. Plant layout review -48 hours. 5. Soil preparation and planting operations 48 hours. 6. Pre-maintenance -7 days. 7. Final inspection -7 days. B. No site visits shall commence without all items noted in previous observation reports either completed or remedied unless such compliance has been waived by the Architect. END OF SECTION SECTION 02970 LANDSCAPE MAINTENANCE Port 1 -GENERAL 1.01 SECTION INCLUDES A. 90 day maintenance. B. Weeding. C. Fertilization. 1.02 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Section 02811 -Landscape Irrigation. B. Section 02950 -Landscape Planting. C. Section 02520 -Portland Cement Concrete Paving. 1.03 QUALITY ASSURANCE 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. C. Maintenance period does not start until oil 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 ofter oil 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 oil ground covers and lawn areas have been planted and that oil lawn areas show on even, healthy stand of gross 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 hardscope areas will not be credited as port 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 ANO 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 extra cost to Owner. B. Replacement: Replace materials found to be dead, missing or in poor condition during the maintenance period immediately. The Architect is the sole judge of the acceptability of condition. Make replacements of materials within 15 days after condition develops or written notification from Architect hos been sent. Architect hos 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 on 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, oil changes made during construction and deliver them to Architect. B. Deliver guarantees to Architect. Port 2 -PRODUCTS 2.01 MATERIALS A. Ensure \hot oil 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. WARE MALCOMB Leading Design for Commercial Real Estate nrcll.iti::clure planning Lntertors graphics site devl'lopntc.:nl' 6363 greemvich dr. ste. 175 san diE:"go. california 92122 p 858.638.7277 f 858.638.7506 CAU I IUN: Ir I Hl:::i :::iHt:.t:. I l:::i I\.JU I L4 X_jtJ 11 1;:, A Kt::UUL.t::U ,t<..ll'l 1 Part 3 -EXECUTION 3.01 MAINTENANCE A. Weed and cultivate all areas at intervals of not more than 10 days. B. Perform watering, mowing, rolling, edging, trimming, fertilization, spraying, pest control, and cleaning as may be required.Street gutters and curbs ore to be included. C. Maintain adequate protection for people and property, and be financially responsible for damages and injuries. Notify the Architect immediately should damage occur as o result of maintenance operations and provide repair or remuneration. D. 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 can be applied to establish moisture through the major root zone. When hand watering, use a water wand to break force of water. B. Pruning: 1. Prior to any pruning obtain written approval from the Architect to proceed. 2. Trees: a. Propose tree pruning to the Architect should there be health or structural reasons for doing so, including the need to eliminate diseased or damaged growth, eliminate structurally unsound growth, reduce potential for wind toppling or wind damage, or maintain growth within limited space. b. If requested b,Y the City provide pruning for aesthetic enhancement according to 'pruning" by Sunset Books. c. Major pruning of deciduous trees shall be during \heir dormant season. 3. Shrubs: a. The ob jec\ives of shrub pruning are the some 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 D. acceptance and monitor to prevent girdling of trunks or branches and to prevent rubbing that causes bark wounds. All nursery stakes shall be removed. Weed control: Keep approved herbicides. roots. Use mulches germination. all areas free of weeds. Use recommended legally Avoid frequent soil cultivation that destroys shallow per specifications to help prevent weed seed E. Insect and disease control: Maintain a reasonable control with approved materials. F. Fertilize as specified by the agronomic soils testing recommendations and as follows for bid purposes: 1. Commencement of maintenance period -6 pounds per 1,000 square feet with top dress fertilizer. 2. At end of first 30 days of maintenance period -6 pounds per 1,000 square feet with top dress fertilizer. 3. At end of maintenance period and at 30 day intervals should maintenance period be extended for any reason -6 pounds per 1,000 square feet with fertilizer mix. 4. Avoid applying fertilizer to the root boll and base of main stem; rather, spread evenly under plant to drip line. Rotes 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 GROUND COVER CARE A. Weed control: Control weeds, preferably with pre-emergent herbicides, but also by hand or with selective systemic herbicides. Hoe weeds as little as possible since this may result in plant damage. B. Watering: Water enough that moisture penetrates throughout root zone and only as frequently os 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 lo \he Owner. 3.04 LAWN AND TURF CARE A. Turf must be well-established prior to final acceptance. B. Watering: Water lawns at such frequency as weather conditions required to replenish soil moisture below root zone. C. Weed control: If needed, control brood leaf weeds with selective herbicides. D. Mowing: 1. Perform mowing at such times of the day or week as may by the Owner so as not to impede the Owner's operations. may be at times other than normal working hours or days. at Owner's convenience at no additional cost to the Owner. be requested Mowing times Perform work 2. Clean up gross 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 vert,cutltng, preferably ,n 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 hove been invaded by crabgrass would be renovated and over-seeded ,n the Fall and treated for crabgrass control in the following late Winter. 2. Cleon up grass clippings during and ofter mowing, and remove legally from site. Use of blowing-type equipment in lieu of sweeping or vacuuming is not acceptable. 3.05 IRRIGATION SYSTEM A. Inspection: Check all systems for proper operation. Lateral lines must be flushed out ofter removing the lost sprinkler head or two at each end of the lateral. Adjust heads as necessary for unimpeded coverage and no oversproy. 3.05 IRRIGATION SYSTEM A. Inspection: Check oil systems for proper operation. Lateral lines must be flushed out after removing the lost sprinkler head or two at each end of the lateral. Adjust heads as necessary for unimpeded coverage and no oversproy. B. Controllers: Set and program automatic controllers for seasonal water requirements. Give Owner a key to controllers and_ ins(ruction on h_ow lo turn off system in case of emergency as spec1f1ed ,n other sections of these specifications. C. Repair oil damages to irrigation system at no additional cost to the Owner. Make oil 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 SH~ET II CITY OF CARLSBAD PL.ANNINO DEPARTMENT R I D G E LAMDSCAPE ARCHITECTS 8811 I Research Drive Suite 200 Irvine, CA 92618 [el 949 387 1323 www.ridgela.com DATE L.A. ______ EXP. REVIEWED BY: INSPECTOR DATE 07.06.12 RS PLAN CHECK SUBMITTAL #3 09.04.12 RS CITY SUBMITTAL 09.26.13 RS FINAL SUBMITTAL DATE BY DESCRIPTION APP'D REVISIONS LANDSCAPE SPECIFICATIONS LA POSADA DE GUADALUPE MEN'S SHEL 1'.El{ APPROVED rt~~ ~ ✓ 8\),-o <rr 3,·'?). i£_ PLANNING DATE DWN BY LA PROJECT NO. DRAWING NO. RS CHKD BY CUP 10-08 473-4L FIELD BY z 0 □ m ~ w m ~ 0 z