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HomeMy WebLinkAboutDWG 474-1L; CUP 11-05; BRESSI RANCH LOT 10 PIZZA PORT; 01-17I i I: ' ' ! ' ' ' I I ' ' I i I ! '! DEPARTMENT OF ENVIRONMENTAL HEAL TH RECYCLED WATER STANDARD PLAN NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLS8AD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2-DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED, 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6, NO :SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE OTAY WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M, TO 6:00 AM. 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 AM. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLS8AD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS, 1 O. 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 SH/ILL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SP RA YING 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 Rl,JLES AND REGULATIONS. 13, ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER," COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLS8AD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 1,. ON NEW ON-SITE SYSTEMS (POST-METl;cR), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/ OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRES$URE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL Bl! INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE OTAY WATER DISTRICT'S RULES AND REGULATIONS. 1a. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLS8AD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/ OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 21, WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF 8ACKFLOW / CROSS-CONNECTION PROTECTION, THa RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THli SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLS8AD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT GINA MARSAGLIA AT (858) 481-7332. OR AFTER HOURS CONTACT GINA MARSAGLIA AT (858) 481-7332. 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS, 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/ OR DESIGNATED OUTDOOR EA TING AREAS ON THIS SITE. 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WA$HING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RA TE OF EMPLOYEES IN TH$ LANDSCAPE INDUSTRY IT IS IMPORTANT THIS I INFORMATION BE DISSEMINATED ON AN ALMOST DAILY 8ASIS, A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. NOTE: PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-$TANDINQ, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. REVIEWED ENG&~LAS:ECKER OA••· ;t,.,. L (FUTURE) RECYCLED WATER SYSTEM (PRIVATE) BRESSI RANCH LOT 10 -PIZZA PORT INSPECTION PROCEDURES 1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A. REQUIRED SEPARATION BETIVEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERTIC.\LLY. B. PIPE IDENTIFICATION. C. SLEEVING AT CROSSINGS. D. APPROPRIATE MATERIALS AND MARKING, INCLUDING PROPER QUICK COUPLERS. 2. DISTRICT FINAL INSPECTION SHAil INCLUDE: A. SIGNAGE INSTALLED PER PUN. 8. CONTROLLER STICKERS. C. TAGGINGOFVALVES D. COVERAGE TEST AFTER COM'LETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT A>PROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THE IRRIGArlON CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. F. REQUIRED PROTECTION OF ILL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST IF REQUIRED. I. COLOR CODED, LAMINATED Q-IARTS INSIDE EACH CONTROLLER. 3. ANNUAL INSPECTION SHALL INCLUDE: A. A COMPLETE INSPECTION TH\T WILL COVER A -I OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PLBLIC HEALTH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLENENTATION IN FIELD. AS-BUil T PLAN REQUIREMENTS CONTRACTOR SHALL PREPARE AS-BULT "RECORD DRAWINGS" IN ACCORDANCE WITH SPECIFICATION SECTION 02811, PART· .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 INS;ALLATION. FINAL AS-BUILT PLANS SHALL BE PREPARED BY THE LANDSCAPE ARCHrECT, BASED ON THE INFORMATION PROVIDED BY THE CONTRACTOR, AND DRAFTED CLEI\RLY TO THE SATISFACTION OF THE CITY, AND THE ORIGINAL MYLARS SHALL BE SUBl!ITTED 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 ~YLARS 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 RESPONSIB.E CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE EUSINESS AND PROFESSIONS CObE, AND THAT THE DESIGN IS CONSISTENT WITH CUFRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN )IEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WOR1, OF MY RESPONIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED N SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLA~, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITICNS OF APPROVAL RELATED TO LANDSCAPING. FIRM NAME AND ADDRESS: TELEPHONE NUMBER: REGISTRATION NUMBER: EXPIRATION DATE: OWNER NAME AND ADDRESS: TELEPHONE NUMBER: RIDGE LANDSCAPE ARCHITECTS 8841 RESEARCH DRIVE, SUITE 200 IRVINE, CA 92618 (949) 327-1323 2809 MAY 31, 2013 MARSAGLIA PROPERTIES, LLC. ATTN: GINA MARSAGLIA P.O. BOX 1697 CARLSBAD, CA 92018 :ass) 481-7332 DECLARATION OF WATER EFFICIENCY COMPLIANCE I AM FAMILIAR WITH THE REQUIREMEN-S FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBADS WATER EFFICIENT LANDSCAPE REGULATION. I HAVE PREPARED THESE PLANS IN CONPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL I CERTIFY THAT rHE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. -SIGNED: · JAMES J, RIDGE, LAN RLA. #2809 DATE:---'-,Y.,_t,&-i--'4/...,./2-"----- r, 1 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 SUBMITTAL$. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM." A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: (760) 944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602·4602 ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT http;//www.carsbadca.gov/services/departments/water/Documents/recycledwaterbackflowtestarlistpdf FOR RECYCLED, OR http://www.carlsbadca.gov/services/departments/water/Documents/waterbackflowtesterlist.pjf 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 6:00AM ONLY. WATERING OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE, 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL TIMERS MUST BE ADJUSTED SOAS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE 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 DISS EM I NA TED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH 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 8. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. II. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS, 1" HIGH, ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. TYPICAL SIGNS ,----BLACK LOGO ~----PURPLE BACKGROUND I J6· ;1"BLACKLETT~RS (N.T.S.) 1 WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER S AFTER CONTACTING NOS DESPUES DE USAA In Order to Conserve Water ... RECYCLED WATER IN USE DO NOT ®NO TOME DRINK EL AGUA WASH riANDSAFTER CONTACTING I.Jl.VESE SUS MA.NOS DESPlJES DE USAR 12" X 36" SIZE 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS ,-- C\I GATEWAY RD VICINITY MAP ~ CROSSOVERS 0 "-',,~ l " TO BE SLEEVED I I r '-- 1 \-c 1---1 I 1 I I ~ I \ I I \ I r t MAIN, RC MAIN HIS SHEET PWPO.C. TO BLDG SCALE: NOT TO SCALE I DD □o I I I I I -T-r- 4 1 I I I 1 f I ,- ' 0 t fl . , ··~---------,;,,,-. .....,.........~ . ........,...,... --~----~ / I I PROJECT MAP SCALE: 1· = 50' PROJECT MAP LEGEND SYMBOL DESCRIPTION ----PW-----PROPOSED POTABLE WATER SYSTEM --PW---EXISTING POTABLE WATER SYSTEM • • • • • RW • • •• • • PROPOSED IRRIGATION SYSTEM MAINLINE 'l" /. (<"<<~/I'.(,(,!",( { %r % (..ALLJ-.Af\!DSQAP~D AB~~ AREA OF RECYCLED WATER USE • $----· LOCATION OF RECYCLED CONNECTION -POINT(S)-METER & TEST STATION * "DO NOT DRINK" SIGN LOCATIONS -©----LOCATION OF POTABLE CONNECTION -POINT{S) -METER & BACKFLOW PREVENTION SHEET INDEX SHEET TITLE SHEET NUMBER RECYCLED WATER/ TITLE SHEET 1 CONSTRUCTION PLAN 2 CONSTRUCTION DETAILS 3 IRRIGATION PLAN 4 IRRIGATION LEGEND & NOTES 5 -6 IRRIGATION DETAILS 7 -10 PLANTING PLAN 11 PLANTING DETAILS & NOTES 12 LANDSCAPE SPECIFICATIONS 13 -17 APPROVED FOR PLANTING ANCT IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" REVISONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST.PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLE~ENTATION IN FIELD. CITY OP CARLSBAD PLANNINQ DEPARTMENT CARLS8AD MUNICIPAi WATER DISTRICT 4,/~ /-~ ... , 0.3-07-12:: WILLIAM E. PLUMME~,DEPUTY CITY i!'rGINEER DATE R.C.E. 28176 COUNTY OF &\N DIEGO Department of Environmental ~ealth -Land Use Division ~ e~ '5,f-Z.-l'"L. GLENN LEEKS DATE Environmental Land Use Specialist Ill Smith Consulting Architects 12·220 El Camillo Re-~I Suite 200 San Di~,;io California 921'.30 1858179:,-477, Fa, 1858>79:,-4787 R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 3871323 www.ridge1a.com L.A. REVIEWED BY: INSPECTOR DATE EXP. DATE BY DESCRIPTION -'PP'D DATE REVISIONS LANDSCAPE Tln.E SHEET BRESSI RANCH LOT 10 PIZZA PORT PLANNING OWN BY __ LA"'-c--- CHKD BY __ R_S __ flELD BY PROJECT NO. CUP 11-05 DATE DRAWINQNO. 474-1L r -...J -t-.. " I '~ ---- \. \ I I I \ \ \ \ \ \ I \ I \ I \ I \ \ \ I \' \ ' I j I CONSTRUCTION NOTES A. VISIT THE SITE PRIOR TO SUBMITTING BIDS. I I I I I I I I I I I I I I \···---·--··2 -··-·· P4 12 LTYP. i,.--- P.A. 20· 8. 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. 1 P4 TYP. P.A. D. REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS, WALKS, PLANTING, WALLS, ETC. AT NO ADDITIONAL COST TO THE OWNER. E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. F. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. G. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. H. COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE, AMERICANS WITH DISABILITIES ACT OF 1991, AND WITH OTHER CURRENT RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE WORK. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. I. LOCATIONS OF N.LC. 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 TAKI;: PRECEDENCE. K. BE RESPONSIBLE FOR COORDINATION BETWEEN SUBCONTRACTORS FOR PROPER AND TIMELY PLACEMENT OF SLEEVING, PIPING ANO I OR CONDUIT INSTALLATION UNDER OR THROUGH LANDSCAPE ELEMENTS. L. LANDSCAPE LIGHT FIXTURE LOCATIONS AS INDICATED ON THESE PLANS ARE APPROXIMATE. FINAL LOCATION TO BE VERIFIED BY LANDSCAPE ARCHITECT ON SITE. / I TYP. ; ; / I /' P.A. M. DO NOT ::CALE DRAWINGS. DD □o 8' PROPOSED BUILDING .. .. .. . ••-....... . ::. ·: :::::::. :: ·:::::J·:. .. . . ..... .. . ........ . .. . . ....... . . ........ . ...... . .. . . ..... .. . ........... . ·····•··· ......... .....,,.. ....... . . ..... ... . • <o .1 ~ TYP. I I I I I € OF PAnd RADIUS O Ei E OF WIND BOULDER SCHEDULE I I I i t ~tj ' f ii i I \ f In---L, ADJUST D. \ PATHytAY \ALIGNMENT '.(IS NECtSSAR TO·CLEAR EXl:fTING UTl~ITIES I ' i '\ ---···f / I I CONSTRUCTION LEGEND 0 CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET 3. ® CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL A, SHEET 3. @ CONSTRUCT TOOLED SCORE JOINT PER DETAIL 8, SHEET 3. © CONSTRUCT EXPANSION JOINT PER DETAIL 8, SHEET 3. ® CONSTRUCT SAWCUT JOINT PER DETAIL 8, SHEET 3. © CONSTRUCT VEHICULAR CONCRETE BAND PER DETAIL C, SHEET 3. 0 FURNISH AND INSTALL BOULDER PER DETAIL E, SHEET 3. @ CONSTRUCT CONCRETE MOW CURB PER DETAIL F, SHEET 3. ® CONSTRUCT HANDICAP ACCESS RAMP PER DETAIL G, SHEET 3. @ CONSTRUCT PATIO FENCING PER DETAIL I, SHEET 3. GJ) CONSTRUCT METAL PATIO GATE PER DETAIL H, SHEET 3. @ FURNISH AND INSTALL COBBLE DISPERSION AREA PER DETAIL J, SHEET 3. @ CONSTRUCT RETAINING WALL PER DETAIL K, SHEET 3. @ PICNIC TABLE W/ UMBRELLA BY OWNER (5 TOTAL). @ CONSTRUCT DECOMPOSED GRANITE PATH PER DETAIL D, SHEET 3. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY: @ CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. @ PARKING LOT PAVING PER CIVIL ENGINEER'S SHEETS. © HANDICAP RAMP@ PUBLIC R.O.W. PER CIVIL ENGINEER'S SHEETS. @ CONCRETE PAVING@ SERVICE AREA PER CIVIL ENGINEER'S SHEETS. © DRAIN INLET PER CIVIL ENGINEER'S SHEETS. ® BIORETENTION AREA PER CIVIL ENGINEER'S SHEETS. © DOUBLE DETECTOR CHECK PER CIVIL ENGINEER'S SHEETS. ® FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS. 0 ABOVE-GROUND SILOS PER ARCHITECT'S SHEETS. 0 MONUMENT SIGN PER ARCHITECT'S SHEETS . © PARKING LOT STRIPING PER ARCHITECT'S SHEETS. © TRASH ENCLOSURE PER ARCHITECT'S SHEETS. @ TRANSFORMER PER ELECTRICAL ENGINEER'S SHEETS. ® PARKING LOT LIGHT FIXTURE PER ELECTRICAL ENGINEER'S SHEETS. @ EXISTING CURB TO BE PROTECTED IN PLACE. ® EXISTING CONCRETE PAVING TO BE PROTECTED IN PLACE. @ TRUCK DOCK AND SCREEN WALLS PER CIVIL ENGINEER'S SHEETS. ® BIKE RACK PER ARCHITECT'S SHEETS. COLOR AND FINISH SCHEDULE SYMBOL 1········ ··········· 1 :::::::::::: .:·:.-. ·::;. .................... ..................... .................... ..................... ;::.•:;:;. ·;;; .: ·:::::.-. KEY ~ §1 §I DESCRIPTION CONCRETE PAVING CONCRETE BANDS INTEGRAL COLOR CONCRETE PAVING DECORATIVE COBBLE COLOR/ FINISH NATURAL GRAY/ MEDIUM BROOM W/TOOLED SCORE JOINTS NATURAL GRAY/ LIGHT WASH #05 W/TOOLED SCORE JOINTS 'KAHLUA' #667 BY DAVIS COLORS/ MEDIUM WASH #25 WI SAWCUT SCORE JOINTS -6' SQ. GRID 'MISSION COBBLE', 3" -12" DIA COMMENTS BROOM STROKES PERPENDICULAR TO EDGE OF PAVING FINISH TO BE GRACE 'TOP-CAST' SURFACE RETARDER #05 FINISH TO BE GRACE 'TOP-CAST' SURFACE RETARDER #25 N. PROVIDE A REPRESENTATIVE SAMPLE OF EACH PAINTED OR STAINED ELEMENT TO THE OWNER FOR REVIEW AND APPROVIL PRIOR TO APPLYING FINISH. REFER TO DETAILS AND SPECIFICATIONS FOR SPECIFIC SUBMITTAL REQUIREJENTS. NOTE: ALL BOULDERS TO BE 'DESERT SAND' BY SOUTHWEST BOUIDER & STONE, (877) 792-7625. CONTRACTOR SHALL PROVIDE A SAMPLE FOR REVIEW AND APPRQ/AL BY L.A. PRIOR TO DELIVERY ON SITE. AVAILABLE FROM SOUTHWEST BOULDER & STONE, (877) 792-7625 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 1·112" IN GROUND COVER/ SHRUB AREAS, UNLESS OTHERWISE INDICATED. Q. PROJECTWALKS SHALL NOT EXCEED A SLOPE OF 20:1 (5% GRADIENT) UNLESS OTHERWISE INDICATED. A. HANDICAI RAMPS SHALL NOT EXCEED 12:1 OR 8.33%. S. PLANTERAREAS SHALL NOT EXCEED 2:1 SLOPE UNLESS OTHERWISE INDICATED. T. HOLD FINSH 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 OTHERWSE INDICATED. W. PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. 0 10 20 40 SCALE AND NORTH 60 Smith Consulting Architects 12220 El ~:Jmino Real Suite 200 San Di0;10 California 921:30 (858178')-4777 Fax (8581793-4787 RI D G E LANDSCAPE ARCHITECTS 8841 Research Drive Sui1e 200 Irvine, CA 92618 Tel 949 3871323 www.ridgela.com SYMBOL DESCRIPTION (01 6' X 4' X 18" (FLAT) ~ 5'X4'X2' ~ 4' X3' X2' <ii)D 3'X3'X2' OE 2'X2'X18" SYMBOL LEGEND CONTROL JOINT ----------EXPANSION JOINT P.A. PLANTER AREA QTY. 1 4 12 13 1 •AS-BUILT• L.A. EXP. REVIEWED BY: INSPECTOR DATE DATE DECOMPOSED GRANITE 'SOUTHWEST GOLD', W/ STABILIZER AVAILABLE FROM SOUTHWEST BOULDER & STONE, (877) 792-7625 NOTE: CONTRACTOR SHALL PREPARE 4' SO. SAMPLE OF ALL PAVING FINISHES, PER SPECIFICATIONS, FOR REVIEW AND APPROVAL BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. GRADING & DRAINAGE NOTES A CROSS SLOPE OF SIDEWALK TO BE A MAXIMUM OF 2%. 8. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REIISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASff. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMP.EMENTATION IN FIELD. CITY OP CARLSBAD PLANNINQ DEPARTMENT CATI BY DESCRIPTION APP"D REVISIONS LANDSCAPE CONSTRUCTION PLAN FOR BRESSI RANCH LOT 10 PIZZAPOR'T PLANNING DWN BY LA CHKD BY RS FIELD BY PFIOJEOT NO. CUP 11-05 DATE DRAWING NO. 474-1L -t:' -.1 -C I ........ r- i ,, I i ' I • 0) .s•-o• MAX. O.C. SECTION ELEVATION 1/2" a 1'-0" 1/2" = 1'-0" LEGEND: " 1 !( ( ( \ i I• (( ' \ I i ' I ' ( '' I \ \ I 1. 1½" MANILA ROPE, STRUNG THROUGH POST RINGS AND SECURED TO END POSTS WITH A HALF HITCH KNOT. 2. STAINLESS STEEL LAG SCREW WITH RING, Xe" X 2¾" W/ 2" 0 RING, TYPE 304 BY U.S. CARGO CONTROL OR APPROVED EQUAL, CENTERED ON INSIDE OF POST, TYPICAL. 3. 6' DIA. POST WITH DOMED TOP, PRESSURE TREATED, REGULAR STOCK, AVAILABLE FROM C&E LUMBER, (909)626-3591, OR APPROVED EQUAL. 4. 10" DIA X 24' DEEP CONCRETE FOOTING WITH DOMED TOP FOR POSITIVE DRAINAGE AWAY FROM POST 5. FINISH GRADE 6. 90% COMPACTED SUBGRADE 7. ADJACENT BOXWOOD HEDGE (MAINTAINED AT 36" HT.) 8. FINISHED SURFACE OF ADJACENT PATIO PAVING PATIO FENCE DETAIL LEGEND: VARYING WIDTH -PER PLAN SECTION 3/4"-1 '·0" 1. COBBLE, 3' TO JZ" DIAMETER 2:lf MIN. .. 2. SET LARGER COBBLE AT EDGE OF SWALE TO ANCHOR SOIL SEPARATOR FABRIC ANO CREATE A NATURALISTIC APPEARANCE. COBBLE AREA SHALL BE 8 SQ. FT. MIN., AND ALIGNED WITH DIRECTION OF FLOW, AS INDICATED ON THE PLANS. 3. ADJACENT PLANTER AREA AND MULCH PER PLAN. 4. SOIL SEPARATOR FABRIC, PEA SPECIFICATIONS 5. 90% COMPACTED SUBGAADE PER SOILS REPORT NOTES: A COBBLE SHALL BE 3' TO 12" DIAMETER 'MISSION COBBLE', AVAILABLE FROM SOUTHWEST BOULDER & STONE, (877) 792-7625. 8. CONTRACTOR SHALL COMPLETE A 3' SECTION OF COBBLE SWALE FOR REVIEW ANO APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO COMPLETION OF REMAINING SWALES. 1/2"=1' COBBLE DISPERSION AREA SCALE AS SHOWN Ile : ... • ~. • :41 ' •• • ~ ' • •• • • ~I •·• ~•-j ' •. "•.4 .. ,' (j .•.. .,_-.•... ,-. • .. '-'1,,--1-,, ~ . . . ' : , .. . . . . . ~ ._; ~~ .... '. ::,·. ~ . l -2'-6" MIN.: II RETAINING WALL LEGEND: 1. 2 X 8 X 16 CONCRETE PRECISION BLOCK CAP, COLOR: TAN. 2. 6 X 8 X 16 CONCRETE SPLIT-FACE BLOCK (SPLIT FACE ON EXPOSED SURFACES ONLY). GROUT FILL ALL CELLS. COLOR: TAN. 3. #4 REBAR AT 24" 0.C., VERTICAL, ALTERNATE DIRECTION IN FOOTING. 4. #4 REBAR AT 32" 0.C., HORIZONTAL, CONTINUOUS. 5. FINISH GRADE 6. CONCRETE FOOTING 7. 90% COMPACTED SUBGAADE 8. #4 REBAR AT 6" O.C., CONTINUOUS 9. (2) COATS ASPHALTIC EMULSION 10. 3" PERFORATED PVC DRAINLINE, SET IN 12" SQ. CHANNEL OF f" GRAVEL, WRAPPED WITH SOIL SEPARATOR FABRIC. SLOPE DRAINLINE AT .5% MINIMUM, AND TIE INTO STORM DRAIN PEA CIVIL ENGINEER'S SHEETS. H LEGEND: PLAN VIEW 1110"-1'-0" 4•-0• MIN. CLR. W/O CAR VERHANG -REFE:R TO PLAN • J'-0" 1. CONCRETE PAVING PER PLAN AND PER DETAIL 8, 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 SUBGAADE 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. METAL HANDICAP SIGN ON 2" 0 GALVANIZED POST W/CAP AT EACH ACCESSIBLE STALL. SIGN TO BE CENTERED ON STALL ANO LOCATED AS CLOSE TO CURB AS POSSIBLE WITHOUT IMPEDING ON CAR OVERHANG AREA OR 4' CLEAR PATH OF TRAVEL. HANDICAP RAMPS LEGEND: 1. 11°' 0 TUBULAR STAINLESS STEEL POST WITH CAP. 2. 6" DIA. TERMINAL POST WITH KNOTTED ROPE PER DETAIL H, THIS SHEET. 3. (2) HEAVY-DUTY STAINLESS STEEL GATE HINGES. 4. CONCRETE POST FOOTING, POURED MONOLITHICALLY WITH CONCRETE PAVING. 5. FINISH GRADE. 6. 90% COMPACTED SUBGRADE. • 1"4-''=fl~-1----j 1 MIN.-- PLAN VIEW 1/10"-1'-0" • • :-'• ,._ ·_ . . .. -.... ,. · ... , ~ . . . • WARNING GROOVES -SECTION ... 1/2"=1" .;:•· .• ~= TYPICAL CURB RAMP CONDITIONS SCALE AS SHOWN 4"-o• CLR. 1, ., 4 ~-o.c. 11 D 7. UNIVERSAL GATE LATCH, STAINLESS STEEL FINISH. 8" II 8. 1 f' 0 TUBULAR STAINLESS STEEL GATE FRAME -PROVIDE 2" RADIUS AT CORNERS, TYPICAL. 9. ½" 0 SOLID STAINLESS STEEL PICKETS @4 fO.C. 10. FINISHED SURFACE OF ADJACENT PAVING. METAL PATIO GATE Smith Consulting Architects 12:220 El ('.:.J.mirio Heal Suite 200 San Di0Jo California 92.1'.1,0 1858178'.J-477,1 Fax 1858179'.J-478? ELEVATION 112" = 1'-0" SCALE AS SHOWN R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 3871323 www.ridgela.com WIDTH PER Pl.AN SECTION VIEW LEGEND: 1. 4" THICK DECOMPOSED GRANITE PAVING-REFER TO FINISH SCHEDULE, SHEET 2. 2. ADJACENT CONCRETE PAVING, PER PLAN (WHERE OCCURS) -(j) . . ~;)·· r-r-1·-~ 3. 90% COMPACTED SUBGRADE -VERIFY WITH SOIL ENGINEERS REPORT. ISOMETRIC VIEW 4. FINISHED GRADE OF PLANTER I TURF AREA. 5. 12" ALUMINUM STAKES@ 8' SECTIONS. STAKES SHALL BE PIACED ON SHRUB/ GROUNDCOVER SIDE AND SET BELOW TOP OF HEADERBOARD. 6. CLEAN LINE EDGING BY PERMALOC, 1/8" X 5-1/2" THICKNESS, ALUMINUM FINISH • WWW.PERMALOC.COM. DECOMPOSED GRANITE PAVINGW/ METAL EDGE DIAMUER PER Pl.AN , . . .. . LEGEND: 1, BOULDERS, SIZE AND TYPE PER BOULDER SCHB)ULE 2. 90% COMPACTED SURGRADE PEA SOILS REPORL 3. FINISH GRADE OF ADJACENT PLANTER AREA NOTES: DELIVER ROCK SAMPLE, MIN. 2' DIA., TO THE SITE FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO DEL VERY. BOULDER INSTALLATION . ·" . . ------m 1 = · 1 m ·:a -31 -11 I II __ _ ~----=1--- LEGEND: 4 1, CONCRETE MOWSTRIP WITH LIGHT BROOM FNISH ON ALL EXPOSED SURFACES 2. 1/2" TOOLED RADIUS 3. #3 REBAR, CENTERED, CONTINUOUS 4, 90% COMPACTED SUBGRADE • VERIFY WITH 101L ENGINEER'S REPORT 5. FINISH GRADE OF ADJACENT TURF AREA 6. FINISH GRADE OF ADJACENT PLANTER AREA 7. MULCH LAYER PER SPECIFICATIONS NOTES: A. INSTALL CONTROL JOINTS AT 1 0'·0" 0.C. MAX.SPACING PER DETAIL A, THIS SHEET B. INSTALL EXPANSION JOINTS AT 20'-0" O.C. MA<. SPACING PER DETAIL A, THIS SHEET C. PROVIDE 45° MITERED CONTROL JOINT AT 90' CORNERS. CONCRETE MOW CURB _ _, 3 NOTTO SCALE NOTTO SCALE B • <o LEGEND: 1. CONCRETE PAVING -REFER TO CONSTRUCTION PLAN FOR COLOR AND FINISH 2. #3 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. 1/4" 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 A. CONTROL JOINT (SCORELINE) 8. EXPANSION JOINT 6 l---r---1 2 ·• ," 4 .. C. COLD JOINT ,---12 .''4·• .. ··• _ ..... 4' .4 . ·- D. SAWCUT JOINT CONCRETE JOINTS LEGEND: 1. ADJACENT PAVING, PEA PLAN NOTTO SCALE LEGEND: 1. 1/8" RADIUS EDGE 2. PAVING FINISH SURFACE PER PLAN 3. JOINT FILLER PEA SPECIFICATIONS 4. BACKER ROD PER SPECIFICATIONS 5. TWO-PART POLYURETHANE SEALANT PEA SPECIFICATIONS 6. 1/2" DIA. X 12" LONG STEEL DOWEL @ 24" O.C. • PAPER WRAP ONE ENO NOTES: A LOCATE JOINTS PER SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLAN 8. SEALANT COLOR TO MATCH ADJACENT PAVING • 3/4" IF PAVING LESS THAN 4" THICK 1" IF PAVING 4" THICK OR GREATER NOTTO SCALE 2. EXPANSION JOINT PER DETAIL B, THIS SHEET, WHEN BAND OCCURS ADJACENT TO CONCRETE PAVING 3. CONCRETE BAND, COLOR ANO FINISH PER PLAN 4. 1/4" TOOLED RADIUS 5. FINISH GRADE OF ADJACENT PLANTER (WHERE OCCURS) 6. (2) #3 REBAR, CONTINUOUS 7. #4 REBAR, 12" LONG@ 18" O.C. -PAPER WRAP ONE ENO. WHEN BAND OCCURS ADJACENT TO CONCRETE PAVING 8. 90% COMPACTED SUBGRADE • VERIFY W/ SOILS ENGINEERS REPORT NOTES: A. PAVING THICKNESS, BASE PREPARATION ANO REINFORCING ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. B. PROVIDE FINISH SAMPLE PER SPECIFICATIONS, CONCRETE BAND NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ,SST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO MPLEMENTATION IN FIELD. I 8H3EKT II CITY OF CARLSBAD 118HE1•1•81 _ PLANNING DEPARTMENT _ DATE L.A. EXP. REVIEWED BY: ~TE BY DESCRIPTION ~PP'D INSPECTOR DATE REVISIONS PLANNING LANDSCAPE CON8TRUOTION DETAILS FO BRESSI RANCH LOT 10 PIZZA PORT DATE DWN BY LA PROJECT NO. CUP 11-05 0AAWINGNO. 474-1L CHKD BY __ R~S __ FIELD BY -t: -J ~ \ ~ ,..... \ \ I I ' \ \ \ \ I . . I \ \ I \ • I \ \, \ 22 ' \ \ ' \, \ \ \ \ I I I \ \ \ \ I \ \ I \ \ i \ I 1 I, \ \ \ I I I \ \ \ I \ I I \ I \ \ I \ i I, \ I \ I \ \!, \ I I \ \I I i \ I I \ \ ! I \ i I I I I I I I \ \ \ \ I I \ ! \ i I i I I I I I I AS-BUILTS These project documents are developed based upon information provided by the Landscape Contractor, and are not contract documents. RLA makes no representations concerning the accuracy of the documents and are not responsible for any discrepancies between project documents and the existing conditions. UTILITY SCREENING: LANDSCAPE CONSTRUCTION DRAWINGS SHALL SHOW AND LABEL ALL UTILITIES AND PROVIDE APPROPRIATE SCREENING. MAINTENANCE NOTE: • ALL ON-SITE LANDSCAPING IS TO BE MAINTAINED BY THE PROPERTY OWNER. • LANDSCAPING WITHIN THE RIGHT-OF-WAY ON GATEWAY ROAD AND WITHIN THE RIGHT-OF-WAY AND 50' LANDSCAPE SETBACK ON PALOMAR AIRPORT ROAD IS TO BE MAINTAINED BY THE BRESSI RANCH ASSOCIATION. 9 0 10 20 40 60 SCALE AND NORTH AB 1881 NOTE: 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. Smith Consulting Architects 12220 El Camino Real Suite 200 San Diego California 92130 1858)793-4777 Fax 1858)793-4787 AS-BUILT MAINTENANCE RESPONSIBLITY ALL PROJECT LANDSCAPE WILL BE MAINTAINED BY OWNER. ' I! I! i ! 'I I \, i I• i :i i I '. 'I i \i I' :I I i I / ! I ' I ! ' / I I I I ! i il I j! , I I j. j // I ii / ! /! I tr I !/ I I ; ~ ! I I I I I -_J il I j I : ! I j I I I I l , I I I ,I / I I ! I 1 / I METER1 LOCA 1'1d~ I l ·-r i I I I i I I I I I I I r i I I I I l I 1 ! i i I I i j i ,' '! I I / I I 1 I I ! ! I I I I I I OJ m 0 0 P.0.C. & CONTROLLER NOTES P.O.C. NOTE #1: POINT OF CONNECTION SHALL BE A 1" RECYCLED WATER IRRIGATION METER WITH A 2" SERVICE LINE. 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. Recycled Water Meter Information Address: Water Purveyor: Gateway Road City of Carlsbad Water Dist. Carlsbad , CA. Ph.# (760) 602-2748 Meter Size 1' Static Pressure 101 PSI. System Design Pressure 62 PSI. Maximum System Demand 23 GPM Landscape Area Served 32,610 sq. ft. Maximum Applied Water Allowance (MAWA) 665,179 gal.I yr Estimated Applied Water Use (EAWU) 483,528 gal.I yr. CONTROLLER NOTE #2: CONTROLLER LOCATION. REFER TO LEGEND FOR CONTROLLER MAKE AND MODEL NUMBER. CONTROLLER ASSEMBLY SHALL BE INSTALLED IN A STAINLESS STEEL PEDESTAL ENCLOSURE, 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. PERIMETER IRRIGATION NOTE: ALL ADJACENT SYSTEMS SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION • NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEMS EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEMS AS REQUIRED. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE, CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND COMMENCING WORK. 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 IRRIGATION OFFSET NOTE: ALL IRRIGATION (SPRAY OR DRIP) ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID WATER/ OVERSPRAY ONTO BUILDING OR WINDOWS. REMOVAL AND DISPOSAL NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK. CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. IRRIGATION NOTE CALLOUT IRRIGATION VALVE CALLOUT ...i:::--IRRIGATION CONSTRUCTION {__,Y CALLOUT NUMBER. ,..r::;--P.O.C. AND CONTROLLER LU CALLOUT NUMBER. ~-----CONTROLLER -----VALVE NUMBER A1 10 -G.P.M. 1000' -APPROXIMATE LINEAR FOOTAGE OF DRIP TUBING ~-----VALVE SIZE FOR LANDSCAPE IRRIGATION LEGEND & CALCS. -SEE SHEET 5 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 6 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEETS 7 & 8 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 13 -17 •As-Bu I LT" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER. ASST, PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO CITY OF CARLSBAD Pl.ANNING DEPARTMENT RI D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 3871323 , \Vvvw.ridgela.com L.A. REVIEWED BY: INSPECTOR IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION APP'D REVISIONS LANDSCAPE IRRIGATION AS-BUILT FOR BRESSI RANCH LOT 10 PIZZA PORT APPROVED /1,.; . B{[--,;, c;-'k:>-1".! PLANNING DATE OWN BY LA PROJECT NO. DRAWINGI NO. RS CHKD BY CUP 11-05 474-1L rtELD BY 1-....1 :::, O'.) I ~ I IRRIGATION VALVE CALLOUT ~----CONTROLLER ,------VALVE NUMBER Al 10 -G.P.M. 1000' -APPROXIMATE LINEAR FOOTAGE OF DRIP TUBING ~-----VALVE SIZE IRRIGATION NOTE CALLOUT ~ IRRIGATION CONSTRUCTION ~ CALLOUT NUMBER. ~P.O.C. AND CONTROLLER Lll . CALLOUT NUMBER. t.¾l ... w,;;,; ... ljCli """"'~" o1 /,'\,!..,., " ·•'>'-"u: ~--'S<'-' "'"'''"··-''•'. u.~.-,,··,·,·C)Y,,•, -·,·,· _$.~\?.ttfJY#T~.-.f-i.·¥:t~,, .. ?Sf.. VQ\,-~ N.6:r MIJ.F, ..•. 4:25.F Yfi~~!~-:~~~-i4.,., .......... ,., ...... ,, ...... , ... . --~~~~~'~,,!_~t~ Y~-~~:~_ - •'.'¾Y1":tt'?Q. St%r..~ f>,Q,<::: ,!!? l;!l~,a,! ii"'?d:L. :fJ.9:F:~~'" 2clG.Ft,, :S f,1 lwffl' i'' \v ;;;;.; "'el.., :,~i'A~~:.-~~'" i: il?'""~t ~.:!:.>'! .......... . 1-1 tz f,\:;lt<<;/ V<>N Iii ,~-i_iii 'Fk;~ ~~cyi"'"""" ·t;~0~5~~:;i·········· 1, 11$' ~c.vt · · iai F~ i>! i:1,¾!i,i,r;iiici.~1;, .. ~tti9i~~ : \~j:::::.:.:::::.:::::·· ....... . Y~t~Lht?~ .. te:! .. )04. 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AB1881 WATER BUDGET CALCULATIONS (CALCULATION$ SHOW THIS PROJECT TO BE IN COMPLIANCE WITH STATE WATER ORDINANCE AB1881) .A.I,'$ 1 !!!!1 WAT~R 1$U~1;rr c:AlCUlATIONS Mn.fmWJ A),pll-N Wa.ier Alklm-\MAW Al h !ltjl,-cf:t Mlliln"4mAPJ1fw"W;.tar Allcw.,,c;,-•hall !>e ca!®il<w '-$ ,ng thi! 1>11.!i•Oon: MA.WA# (IIT<>lli {IH'2) • l\<17xlA) * {1.01< S!AIJ lst ,¢ 11-1/#11,,'i<''>! /ti•sp;>('/¥1< J;~fiM fq .•¾ea/ • ETAf fE1"'1,POk~~¥'tMki.1 A dft,f~tiit ·ii"'~ F 'so.fW":"' LAJ = ETAffEi•·;,pi,trs,h;,or~!iMAd,_<io/,ll e-il F~U<fr, St.A/,. /-A {!. ari/&l,~ M'II ~ .SI.A i'S)i,,; /,,Jl~-#"4,4-1 " 9 ~ (¢<<il>',f;i,,,i l!{l!ii/,¥} MA.WAf\lrt.A.• h1AWA ti; SVI '! . 4HIO li 0.7¢ ~ 41.,o Ji . HX Cx t!llm•le<f/lru;ili~ "\'f~l•f V¥o !E?-Will · 41,00 0.70 100 32,SHI .ft2 ofti .Th<! !>t<>.inl'.j loJi)m~l1'd Api;,Ji,;sj)'llst., v,, •ta!lt'i',;.alp's)Jl!~ st•i"ll !hi> aq>,a!.i,;,>: g,,,:# \J.,; (ETtj t ;Ky t{!Al i< Q $2 , \.'I:) Eb fHJ:tf·crlfaf .E1:-~~!i~~htioo fQ/ Aia~ .== Kl. (l.a'i<'l'~<>f'I C<0<,fll<Jo,,(I LAJ!.W."' a,pM A,e,;t. 0.1.!;?~-n iiioFaol&; Iii 1fm~ici! EfffrJci,c.,j Ma~imum (jggli~!:1 Wat~[ AIIQW:iilD,e (Per Month) Jan Feb Mat Aoril M= ETO 2.20 2.S0 l.60 4.10 5.10 Gallon:i 31,136 35,382 50,950 58,026 72,179 %R.un'Time 36% 41% 59% 67% $4% {Ero), (0.62), (0.7, LA) Jun Julv 5.30 6.10 '5,010 86,33Z 87% 100% Au• 5.80 82,086 95% Sel)t Od 4.50 3.30 63,687 46,704 74% 54% N011 2.40 33,967 39% SYMBOL NO SYMBOL NO SYMBOL MANUFACT. AS APPROVED IRRIGATION MATERIAL LEGEND (CONTINUED) MODEL NO./ DESCRIPTION GPM PSI RADIUS IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL IU.L. APPROVED) DBY DIRECT BURIAL WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS. [··-··-··-··-··-··J -··-··-··-··-··-·· ·-··-··-··-··-··-· ··-··-··-··-··-·· 3M NETAFIM TLRW6-12, TECHLINE "'AW" SERIES 17mm DRIPPERLINE, RECYCLED WATER, PURPLE STRIPE TUBING WITH 0.6 GPH PRESSURE COMPENSATING INLINE EMITTERS 12" ON CENTER. INST ALL TUBING ROWS A MAXIMUM OF 16" APART IN SHRUB AREAS. ALL TUBING SHALL BE INSTALLED 2" BELOW FINISHED GRADE WITH 9" WIRE STAKES, FIVE 15) FEET ON CENTER. VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO COMMENCING WORK. 0 Dec 2.10 29,721 34% C Cr NETAFIM NETAFIM NETAFIM TORO RAIN BIRD ALL CONNECTIONS BETWEEN 17mm DRIP TUBING SHALL BE MADE USING TECHLINE 17mm SERIES FITTINGS. TL050MFV-1, TECHLINE AUTOMATIC FLUSH VALVE. LOCATE AT END/MIDDLE OF DAIPZONE PCV FLUSH MANIFOLD LINE. INSTALL FLUSH VALVE INSIDE A SEPARATE 6" ROUND VALVE BOX. INSTALL MINIMUM ONE AT 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. PC-10, SERIES PRESSURE-COMPENSATING, SELF PIERCING, DRIP EMISSION DEVICE. 10.0 IGPH) 20 INSTALLED IN DRIPPERLINE TUBING. ONE EACH OF THE FOLLOWING PER DRIP EMITTER: TS-025 TUBING STAKE, (5) FT. XQ 1/4" DISTRIBUTION TUBING, AND DBC-025 DIFFUSER BUG CAP. PLACE EMITTERS AT EDGE OF VINE ROOTBALL. GARDEN ART SFP24-ESA7, SURFACE FLOW DRIP EMITTER SYSTEM. INSTALLED WITH PRE-PUNCHED 112' SCH. 40 "PURPLE" RECLAIMED WATER INTERNATIONAL PVC PIPE, 24" O.C. EMITTER SPACING WITH (7 GPH) PRESSURE COMPENSATING DRIP EMITTERS. SURFACE FLOW PIPING SHALL BE INSTALLED 8" BELOW FINISHED GRADE 12" FROM CURB. TRIM EMITTER POLY TUBING 112' BELOW MOW HEIGHT IN TURF AREAS. FOR FURTHER INFORMATION CONTACT GARDEN ART INTERNATIONAL ENGINEERING STAFF 714•541-4200. www.gardenartint.com NIA NO SYMBOL AS APPROVED T. CHRISTY'S AS APPROVED CONNECTION BETWEEN PVC PIPE LATERAL LINES, SUPPLY HEADERS, FLUSH LINES AND SURFACE FLOW DRIP EMITTER SYSTEM. RECYCLED WATER VALVE I.D. TAG INSTALL WITHIN EACH VALVE BOX TYP. RECYCLED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER PER THE CARLSBAD MUNICIPAL WATER DISTRICT AND SAN DIEGO WATER RECYCLING REQUIREMENTS. NO SYMBOL NO SYMBOL AS APPROVED AS APPROVED AS APPROVED K.B.I. CONTROLLER SHALL HAVE RECYCLED WATER PLACARD INSTALLED AS REQUIRED. ALL VALVE BOXES SHALL BE PURPLE COLOR AND MARKED AS REQUIRED. POTABLE WATER METER PER CIVIL ENGINEER·s SHEETS. NO SYMBOL NO SYMBOL K.B.I. KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS. KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, WHEN RCV IS HIGHER THAN THE SPRINKLERS. Total 47.0C 66S,179 AS APPROVED FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS ALL EQUIPMENT SHALL COMPLY WITH CARLSBAD MUNICIPAL WATER DISTRICT RECYCLED WATER REQUIREMENTS FOR RECYCLED WATER. CONTROLLER SCHEDULING NOTE: THESE SUGGESTED RUN TIMES ARE FOR REFERENCE ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO VARYING SITE CONDITIONS. CONTRACTOR SHALL ADJUST RUN TIMES AS REQUIRED TO 'ROVIDE APPROPRIATE WATER FOR EACH VALVE CIRCUIT. MULTIPLE CYCLES MAY BE REQUIRED TO MINIMIZE PONDING AND RUNOFF ONTO NON-IRRIGATED AREAS. f!~~,!J'~?.~.~' .. .-f.:Tqg .!:Sit. r,/~:fre _r,tin::f-.t;j..ar, 1;-1 Fx;u~~.Ym?i@.~t?n ... $p~~,~? .. U·-0 j-;':zto-•foot' U,O .... ,. ,, --., ''' ' ···.-. ""'' 1i lo Fe, D,;,y E1? .F=t-~~n SEASONAL IRRIGATION SCHEDULE Jl\lfl rn-,.,s{Mi<w!,., pa Doy)"" {l:fu}• (!f)•{l'i.J • (llO} ¼(C.J x{~<L• ro £fa ·==S.<.=9w,rQ~ :fa,;'-o:0lit0:r\;:p:;;,,•;j·}lOO : E =· Xg-oSco. E.ff-cfci;,:0:y F·R;· :~ ~\~~µ?:~qt~1J R-ofa {t1,d·•,-es p~ Ho':..<fJ RD = "'~ d<I)~ j°!~:!'¢,:rtoi T-o-fai} :C ,: t:t<pi-!:;!S p~ C·-O'f K~· = .c:~.p <:;·o;,~fi,ti~'f"::t .¢.0• ,:;,qr..).·'~d~ t-o mfn\.l·~S g.~~e!:.-?.§t OJ·~ prj,c F'¥ V',...-.e~;- tN~pt:o,n Hf? ~=Y. tf¼~.'. : ~❖~~: , Sfc'.?:tt!!'c"2''·· ' B-..>Ot{ e, HOO <li: , .. 9!)?.;)~t~s:: .. , S.,,-1 .. ~<::a Ci( p: (l.75 .'?]1 (lOO ().,0 .~~~~~? .. ?·ckuy:_. 0.75 t1.kto tP'OY 0.7$ . ?~:r.~:~.-?.~: .... 5.·,;\f st _H "<> os ; .. ~\P. }~t~$:· , . SC;k>,:,e C,p: Q,"5 ............ 1.00 .~~?) 0.1'3 L25 ~t~'':! .. :~?t:~~f' ·i].45 · Ji.1i;ro S-P,~'lt; 0.61 l • ShN:~· ...... L:--· _..?~'.P -: ._. c ... :)?-.~ ·::· --~_. .... 5\~:~ ........ r-.... ~90 C • :; a) .: ).7 -~·· 49 ... : ~ t~,'t"-.. r-~.·_poy fir,c·v.kk,'cl V'!J,¥& ~~ lm-e~'lr>,.da ?a, Ody 2 .5 6 4 : T<fol V-0~1tes. Turf 22. ~?J~ !" 0.-4¢ ~ i:t45 0,16 ·ZS ~· 46 1· 6 i !" 1-1 ... -~~:~'.: .. F·~.P.'?Y ... it~~dWi~,i;~\.\~ .. ~~~·+,;;:~ .. t~:1,~;i~?··· ~ .......... -~·-$ l " 1-5 . i' ] ! ..... }p{?.Y .... _I ....... ~J? ........ ;.· .... '·bO j ...... Q.[l ····'r k~'\¥h;ht~ Y-oJve ~-lme: ,~.'ffi{es: !i,sr-Oa·v I $.,.,rt Otp:· f ':l-9¢ 1:4-5 :· Q,,$$ f """'-·"' .. -""··----•":"'""":""""'."',:'"·· ......... ,.,,,,.., .... ,,"'""'" .... · ..... ·. r-· r<Qh11:1',;'0.~ Yot'-':~R~n Jin~ f,;:1~,-ta, : l}.ibb:a f o.w f i&OO • 0.&'.l r '''''-'••"·"CC'··"'.·.' "'''':'··'·'·:·· ·"'·'· ·· ·"" ..... ( ·':'·"··· .,. , ·,.- \r:«j=o\,1,ci'i.,'gi V<:itv->:' R\ITT. l"=>;,t t\tif':-u·~·a-F$1". C"<i y· 4 4 l 2 1.13 r Smith Consulting Architects 12·220 El C:Jmino Real S.uite 20D San Di<3,JO California 921'.30 18581781-4777 fax (8581793-4787 2.07 l1 H !l 4 2..7!1 . .,.. ... . 5 . .,v1r,, Pa P<>Y 6 7 " .......... J»:~.'. .r:~ .. P:9.'i: .. 7 lQ f.-1!>, p., i;)oy l l_l7 R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 INine, CA 92618 Tel 949 3871323 www.ridgela.com DETAIL M,N,O,P p Q,R,S T u V w X z NIA N/A M L N/A NIA N/A N/A NIA L.A. REVIEWED BY: INSPECTOR SYMBOL Q VAN H F b.. A. ..... CJIS8$ R> I> ,, 'i' G G e e l!l □BIB 0 el Oil !!I l!!!I G) M $ !Iii li1l MANUFACT. RAIN BIRD RAIN BIRO RAIN BIRD RAIN BIRO RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD HUNTER HUNTER HUNTER HUNTER HUNTER P.O.G. EATON WILKINS AS APPROVEC SUPERIOR JOHN DEERE LANDSCAPES WATTS RAIN BIRD RAIN BIRD NELSON JOHN DEERE LANDSCAPES GREEN TECH DIVISION JOHN DEERE LANDSCAPES NiA AS APPROVE! AS APPROVB ASAPPROVH IRRIGATION MATERIAL LEGEND MODEL NO./ DESCRIPTION RD-06-S-P30-F-NP, 6" POP-UP HEAD W/ RAIN BIRD 8-FLT SERIES MPR NOZZLE$ W/ PCS SCREENS, 008 / 030 HE-VAN/ 025 RD-06-S-P30-F-NP, 6" POP-UP HEAD W/ RAIN BIRD 8 SERIES MPR NOZZLES RD-06-S-P30·F-NP, 6" POP-UP HEAD WI RAIN BIRD 10 SERIES MPR NOZZLES RD-06-S-P30-F-NP, 6" POP-UP HEAD W/ RAIN BIRD 12 SERIES MPR NOULES RD-06-S-P30-F-NP, 6' POP-UP HEAD W/ RAIN BIRD 15 SERIES MPR NOZZLES RD-06·S-P30-F-NP, 6" POP-UP HEAD W/ RAIN BIRD 15 STRIP SERIES LCS-PCS-040 / RCS-PCS-040 I SST-PCS-090 I CST-PCS-090. RD-12-S-P30·F-NP, 12" POP-UP HEAD WI RAIN BIRD 8-FL T SERIES MPR NOZZLES WI PCS SCREENS, 0081030 VAN I 025 RD•12-S-P30-F·NP, 12" POP-UP HEAD W/ RAIN BIRD 8 SERIES MPR NOZZLES RD-12-S-P30-F-NP, 12" POP-UP HEAD W/ RAIN BIRO 10 SERIES MPR NOZZLES RD-12-S-P30·F-NP, 12" POP-UP HEAD W/ RAIN BIRD 12 SERIES MPR NOZZLES RD-12·S-P30-F-NP, 12" POP-UP HEAD W/ RAIN BIRD 15 SERIES MPR NOZZLES RD·12-S-P30-F-NP, 12" POP-UP HEAD W/ RAIN BIRO 15 STRIP SERIES LCS-PCS-040 I RCS-PCS·040 / SST-PCS-090 / CST-PCS-090 RD-12·S-P30-F-NP, 6" POP-UP BUBBLER HEAD WI RAIN BIRD 5CST·B-PCS-030, SQ-B•PCS-025, 5H-B-PCS-040, SF-B-PCS-060, STREAM BUBBLER NOZZLES. RD-06-S-P30-F-NP, 6" POP-UP BUBBLER HEAD WI RAIN BIRD 50-B-PCS-025. EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE. PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB ROTOR HEAD WI NOZZLES O·.S0SR/H-1.0SA/F-2.0SR PGP-12-CV-A, ULTRA SERIES, 12" POP-UP SHRUB ROTOR HEAD W/ NOZZLES Q-.75SR/H-1.5SR/F-3.0SR PGP-12-CV-R, ULTRA SERIES, 12" POP-UP SHRUB ROTOR HEAD W/ NOZZLES Q-1.51H-25 / F-5.0 PGP· 12-CV-R, ULTRA SERIES, 12' POP-UP SHRUB ROTOR HEAD W/ NOULES Q-2.0 I H-3.0 / F-6.0 PGP-12-CV-A, ULTRA SERIES, 12" POP-UP SHRUB ROTOR HEAD W/ NOZZLES Q-2.51 H-4.0 / F-8 0 NOTE: 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 .40, .90, .90 .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 .40, .90, .90 .30, .25, .40, .60 .25 1.50) .43, .90, 1.7 .68, 1.3, 2.7 1.4, 2.1, 3.5 1.7, 2.7, 5.6 2.1, 3.5, 7.0 ALL SPRAY/ROTOR HEAD BODIES SHALL HAVE FACTORY INSTALLED RECLAIMED WATER IDENTIFICATION CAP. NOTE: ALL SPRAY HEADS THAT REQUIRE ARC ADJUSTMENT FOR OVERSPRAY SHALL BE INSTALLED WITH RAIN BIRD (HE-VAN) HIGH-EFFICIENCY VARIABLE ARC SPRAY NOZZLES. 1" RECYCLED WATER IRRIGATION METER WITH 2" SERVICE LINE, VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE IN FIELD. PSI 30 30 30 30 30 30 30 30 30 30 30 30 30 30 35 35 35 35 35 SIMPLEX MODEL #72, CAST IRON, BASKET STRAINER 2' SIZE W/ FLANGED CONNECTIONS AND 80 MESH FILTER ELEMENT. I 2" FLANGED PART# ST0720200F4C) 500HLR, 1-112" PRESSURE REGULATOR, SET PER PRESSURE CALCULATIONS. CROSS CONNECTION TEST STATION. 3200-R, SERIES 1-1/2" NORMALLY CLOSED, RECYCLED WATER, MASTER CONTROL VALVE. RADIUS 5 FT 8 FT 10 FT 12 FT 15 FT 4X15 FT 4X30 FT 5 FT 8 FT 10 FT 12 FT 15 FT 4X15 FT 4X30 FT 3 FT NIA 16 FT 20 FT 25 FT 30 FT 35 FT FSF-1508, 1-112" BRASS FLOW SENSOR, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER USING EV-CAB·SEN CABLE INSTALLED WITHIN 1" PVC CONDUIT. FLOW SENSOR IS SUPPLIED AS PART OF JOHN DEERE ASSEMBLY. B-6080-SS-SH, 2" FULL PORT BRONZE BALL VALVE WITH STAINLESS STEEL BALL, STEM, AND HANDLE OPTIONS, LINE SIZE. PESB-R-PRS-D 11' OR 1-112") SERIES RECYCLED WATER PRESSURE REGULATING PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN. XCZ-PRB-R-COM, 11" OR 1-112") SERIES RECYCLED WATER DRIP VALVE CONTROL ZONE KIT ASSEMBLY, SIZE AS SHOWN. ASSEMBLY INCLUDES RAIN BIRD PESB RCV WITH 1" PRESSURE REGULATING BASKET FILTER($). INSTALL XCZ-PRB-100-COM, 1" VALVE FOR DEMANDS LESS THAN 16 GPM. INSTALL XCZ-PRB-150-COM, 1-112" VALVE FOR DEMANDS 16 GPM AND GREATER. 7645, 1" NON-POTABLE, QUICK COUPLER VALVE WITH PURPLE LOCKING COVER SA6-RM3-36 / LPP / PMR-CAC /ASE/ MVPE I FSF-150B / 5YR / EMP16, RAIN MASTER EAGLE, 36 STATION, "ET" SMART, CONTROLLER ASSEMBLY W/ i-CENTRAL COMMUNICATION FIVE YEAR SERVICE PLAN. INSTALLED WITHIN A STAINLESS STEEL TOP ENTRY ENCLOSURE. FOR ANY FURTHER INFORMATION CONTACT JOHN ROSS WITH JOHN DEERE LANDSCAPES GREEN TECH DIVISION, LAGUNA HILLS, CA. 800-427-0779 THE INSTALLATION OF CONTROLLER ASSEMBLY MUST BE APPROVED AND CERTIFIED BY JOHN DEER GREEN TECH DIVISION. RAIN SENSOR, MOUNTED TO SIDE OF ENCLOSURE AND WIRE TO CONTROLLER. INSTALLED WITHIN STAINLESS STEEL VANDAL RESISTANT ENCLOSURE. RAIN SENSOR IS SUPPLIED AS PART OF JOHN DEERE ASSEMBLY. 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" -2• SCH. 40 AS LATERAL LINES 12" BELOW GRADE PURPLE RECYCLED WATER PVC PIPE 11-112" SCH. 40) 12' CL. 315) AS MAINLINES 18"-24' BELOW GRADE, SEE DETAIL FOR DEPTH. 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"-5-112" IN DIAMETER-24" COVER, 6" OR GREATER IN DIAMETER-36" COVER. PURPLE RECYCLED WATER SLEEVES UNDER ROADS, SCHEDULE 80 PVC PIPE THREE TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. 6" SLEEVES OR LESS IN DIAMETER·36" COVER, SLEEVES GREATER THAN 6" IN DIAMETER-48" COVER. DETAIL A A A A A A A A A A A A A y A A A A A BB B C D E F G H,K I, K J, K L L NIA M M,CC N,O FOR LANDSCAPE IRRIGAllON PLANS -SEE SHEET 4 FOR LANDSCAPE IRRIGAllON NOTES -SEE SHEET 6 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. FOR LANDSCAPE IRRIGAllON DETAILS -SEE SHEETS 7 & 8 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 13 -17 "AS-BUILT" DATE EXP. DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPUMENTATION IN FIELD. 1 SH:KT II CITY OF CARLSBAD PLANNING! DEPARTMENT LANDSCAPE IRRIGATION LEGEND FOR BRESSI RANCH LOT 10 PIZZAPOR1' l--+-+-------------+----1 lt;-1 _ l .... fa{A I APPROVED _ ( \ 1----1-+----------------+---l PLANNING T DATE , BY DESCRIPTION APP'D OWN BY LA t--~:.....~------~~~~~-------~=~-11 CHKD BY_..,_R.ccS:.._ __ REVISIONS FIELD BY Pl'IOJl:CTNO. CUP 11-05 DATE 0RAWINGNO. 474-1L -t: ...J ~ I ..... r 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 ANO 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 WORK 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 PEA 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 PEA 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 PEA 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 VALVES, AND SHUT-OFF VALVES SHALL BE INSTALLED IN GROUND COVER AREAS WHEREVER POSSIBLE. 20. PIPING AND 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 PEA LOCAL CODES AND MUST BE COOADINA TED 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. PIPING AND WIRE CONDUIT PENETRATIONS THROUGH EXISTING WALLS SHALL BE CORE DRILLED AND SLEEVED PER ABOVE, UNLESS AN EXISTING SLEEVE IS AVAILABLE FOR RE-USE WHICH WILL NOT SIGNIFICANTLY AFFECT THE SYSTEM DESIGN. 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 OVERSPAA Y 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 U.F. APPROVED IN AN 18" DEEP TRENCH INSTALLED UNDER THE MAINLINE PIPE. WIRE CONNECTORS SHALL BE PENTITE OR DAI-SPLICE ONLY. COLORS FOR CONTROL WIRE SHALL BE AS FOLLOWS: A. COMMON WIRE· WHITE (FOR MULTIPLE CONTROLLERS USE DIFFERENT STRIPE COLOR PEA CONTROLLER) B. HOT WIRE· BLACK C. EXTRA COMMON WIRES· WHITE WITH ORANGE STRIPE -MINIMUM 3 EACH DIRECTION AND ONE TO EACH LEG OF MAINLINE FROM POC PEA CONTROLLER (DIFFERENT STRIPE COLOR PER CONTROLLER) D. EXTRA HOT WIRES, MINIMUM (1) EXTRA HOT WIRE FOR EVERY (5) WIRES PLUS (3) EXTRA HOT WIRES AUN TO EACH END OF MAINLINE BACK TO THE CONTROLLER -LABEL ALL SPARE WIRES AT BOTH ENDS "SPARE". E. MASTER VALVE· BLUE W/WHITE STRIPE/ WHITE WI BLUE STRIPE. F. FLOW SENSOR· RED W/ WHITE STRIPE/ RED W/ BLUE STRIPE. 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 TIME$ 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 ADEQUATE 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. 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 IARIGA TION CONTRACTOR SHALL ENSURE NO OVEASPRA Y ONTO HAADSCAPE, STREETS, WALLS OR ANY OTHER HAADSCAPE / 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 CONTROL. 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, (PEA STATE ORDINANCE AB 1881.) ABSOLUTELY NO OVERSPAAY OR LOW HEAD DRAINAGE \SALLOWED. 7. IAAIGA TION 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 DIAMETER 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 PEA CONTROLLER. TWO (2) EXTRA WIRES SHALL BE PROVIDED FOR EACH GROUP OF FIVE (5) VALVES AND LOOPED IN A NEARBY VALVE BOX WITH MINIMUM 2' OF COILED WIRE. 10. ALL IRRIGATION ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID WATEA/OVEASPRAY ONTO BUILDING OR WINDOWS. ALL LAYOUT SHALL BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. 11. TREE BUBBLEAS AND LATERAL LINES ARE SHOWN WITHIN PAVING AND BUILDINGS FOR DRAWING CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLER$ SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 12. IRRIGATION SYSTEM LAYOUT HAS BEEN DESIGNED TO ACCOMMODATE SHRUB HEDGES AND TO MINIMIZE SPRAY PATTERN DISTORTION OR BLOCKAGE FROM HEDGE ROWS. CONTRACTOR SHALL INSTALL SPRINKLERS IN FRONT OF HEDGE ROWS TO AVOIO ANY DISTORTION OR BLOCKAGE FROM HEDGE ROWS AND ALSO TO PROVIDE ADEQUATE COVERAGE TO ALL PLANTER AREAS INCLUDING THE HEDGE ROWS. ALL LAYOUT SHALL BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. 13. 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 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. 14. 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. MINOA 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 HAADSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS. 15. 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. MINOA MODIFICATIONS OF THE BACKFLOW PREVENTER, AND ALL IRRIGATION APPURTENANCE AS REQUESTED BY THE OWNER SHALL BE PROYIDED 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. Guidelines For Recycled Water Use -he following guidelines are intended to provide the basic parameters for the use of reclaimed water in landscape irrigation. ~a operate your system in compliance with these guidelines you must: 1. lnigata between the hours of 10:00 p.m. and 6:00 a.m. only. Watering outside this time frame must be done manually with cualified supervisory personnel on-site. No system shall at any time be left unattended during use outside the normal !Chedule. 2. !rigate in a manner that will minimize runoff pooling and ponding. The application rate shall not exceed the infiltration rate of he soil. nmers 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 i1rigation time into cycles that will promote maximum soil absorption). 3. A-Jjust spray heads to eliminate overspray into areas not under the control of the customer. For example, pool decks, private ~atios, streets and sidewalks. 4. rJonitor and maintain the system to minimize equipment and material failure. Broken sprinkler heads, leaks, unreliable ,alves, etc., should be repaired as soon as they become apparent. 5. Ejucate all maintenance personnel, on a continuous basis, of the presence of reclaimed water, and the fact that it is not <pproved for drinking purposes. Given the high turnover rate of employees in the landscape industry, it is important that t1is 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. (J)tain prior approval for all proposed changes and modifications to any on-site facilities. Such changes must be submitted b, and approved by, the District Engineering office and designed in accordance with 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 ~nd will result in termination of service until the appropriate corrective steps have been taken. Smith Consulting Architects 12220 El CJmino Real Suite 200 Sc)fl Di.a90 California 921'-30 (858179')-4777 Fax (8581793-4787 Existing Irrigation Notes 1. THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING IRRIGA.ION AND PLANTING ON PROPERTY. ANY DAMAGE OR ADJUSTMENTS REQUIRED INCLUDING AEPLA•:ING OR RELOCATING IRRIGATION LINES, HEADS, VALVES, WIRES OR ANY UTILITY THAT OCCURS ON THE PARCEL DUE TO THE CONSTRUCTION OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF HE CONTRACTOR AND SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. THE OW~EA'S REPRESENTATIVE MUST REVIEW ANY REQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO ;QMMENCING WORK. THE CONTRACTOR MUST NOTIFY THE OWNER'S AUTHORIZED REPAESENTAIWE OF THESE CONDITIONS OR ANY DISCREPANCIES PRIOR TO COMMENCING WORK. 2. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TO COMMENCING WORK. ALL EXISTING IRRIGATION SYSTEMS SHALL BE VERIFIED IN THE FIELD AT START OF CONSTRUCTIONS. ALL EXISTING MAINLINES, RCVS, BACKFLOW DEVICES, CONTROLLERS, METERS, SERVICE LINES, ETC. SHALL BE VERIFIED IN FIELD. ALL EXISTING RRIGATION EQUIPMENT SHALL BE CLEARLY INDICATED INCLUDING SIZES AND MODEL NUMBERS TC SCALE ON AN ACCURATE BASE DRAWING AND SUBMITTED AS A SHOP DRAWING. SAID SHOP DRAWING SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED FEPRESENTATIVE FOR REVIEW AND APPROVAL. NOTIFY THE OWNER'S AUTHORIZED AEPAESENTArlVE IMMED\ATEL Y IF ANY DISCREPANCIES ARE FOUND. NO WORK SHALL PROCEED WITHOUT APPROVAL OF SAID SHOP DRAWINGS. 3. ALL EQUIPMENT LOCATIONS AND PIPE ROUTING SHALL BE STAKED IN FIELCFOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ALL LAYOUT SHALL BE AS APPROVED BY, LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INST>LLATION. NO EQUIPMENT SHALL BE INSTALLED WITHOUT APPROVAL OF LAYOUT. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF ffiOPOSED IRRIGATION EQUIPMENT AND RELATED EQUIPMENT, INCLUDING BUT NOT LIMITED TO A.C.V. CONTROL WIRES, ELECTRICAL WIRES, CONDUIT, REMOTE CONTROL VALVES, ETC. ALL LAYOLT AND LOCATIONS SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PAICR TO COMMENCING WORK. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IAAIGATICN IMPROVEMENTS. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPO::ED OF IN FIELD PRIOR TO COMMENCING WORK. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ,DJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPAO\EMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY THE Ol'INEA'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PROA TO COMMENCING WORK. 7. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATIOi SYSTEM AS REQUIRED. SYSTEM SHALL PROVIDE COMPLETE 100% HEAD TO HEAD COVERAGE IN ALI AREAS AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 8. CONTRACTOR SHALL REFER TO CORRESPONDING ON-SITE WATER AND SE\IER PLAN FOR UNDERLYING WATERLINES, EASMENTS, AND OTHER RELATED EQUIPMENT. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS IN FIELD WITH OWNERS AUTHOAIZ\lJ REPRESENTATIVE PRIOR TO COMMENCING WORK. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO EXISTING IRRIGATION, LANDSCAPE AND HARDSCAPE DAMAGED BY ROUTING NEW WIRES TO CONTROLLER AT 10 ADDITIONAL COST TO THE OWNER. 10. CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DE MOL TION OR ANY OTHER WORK, AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND )THEA IRRIGATION TO BE PROTECTED IN PLACE. 11. CONTRACTOR SHALL PROVIDE FOR THE IRRIGATION OF EXISTING PLANT MITE RIAL THROUGHOUT THE CONSTRUCTION PROCESS. ANY DAMAGE DUE TO CONSTRUCTION SHA.L BE REPAIRED IMMEDIATELY TO PREVENT ANY LAPSE IN IRRIGATION OF THE EXISTING PLA;T MATERIAL. ANY PLANT MATERIAL AND/OR IRRIGATION DAMAGED AS PART OF CONSTAUCTICN SHALL BE REPAIRED TO A LIKE NEW CONDITION AS PART OF CONTRACT. 12. ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO THE EXISTIN( CONTROLLER SHALL BE RECONNECTED TO THE EXISTING CONTROLLER. CONFIRM PROPER CON-ROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR T) COMMENCING WORK AND UPON COMPLETION OF WORK. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE ADJUSTMENT/WDIFICATION OF EXISTING IRRIGATION SYSTEM WITHIN THIS AND OTHER AREAS AFFECTED &Y THE PROPOSED IMPROVEMENTS. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHCRIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 14. NO DISRUPTION OF THE EXISTING IARIGA TION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. ALL ADJACENT SYSTEM SHALL MAINTAIN AUTOMATIC PRCGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION , 15. CONTRACTOR SHALL OBTAIN EXISTING IRRIGATION AS-BUILT RECORD DRAWINGS FOR ADJACENT IRRIGATED AREAS fRIOA TO STARTING WORK. ALL EXISTING IRRIGATION EQUIPMENT LOCATION, SIZES, AND CONDITIONS SHALL BE VERIFIED IN FIELD WITH OWNER'S AUTHCRIZED REPRESENTATIVE AT START OF WORK. 16. WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIONS, THE CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. DO NOT CUT ROOTS )VER 1" IN DIAMETER. ALL CUTS SHALL BE A CLEAN SHARP CUT. IF TRENCHING IS REQUIRED, THECONTRACTOA SHALL HAND DIG THE TRENCHES TAKING CARE NOT TO DAMAGE ROOTS. NO MECH\NICAL TRENCHING WITHIN THE DAIPLINE OF THE EXISTING TREE WILL BE ALLOWED. PROTECT\LL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP UNTIL COVERED WITH SOIL. 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 recycled water lines and potable 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. a. Hours for irrigation with recycled water are from 9:00 p.m. to 6:00 a.m. The hours for irrigation with disinfected tertiary recycled water may be modified by the local authority. Irrigation during public use periods with disinfected tertiary recycled water shall be under the supervision of the designated user supervisor. Irrigation with water of a lesser quality than disinfected tertiary recycled water shall be between the hours of 9:00 p.m. and 6:00 a.m. 9. Burial of all wiring and pipe shall meet the City of Carlsbad's Rules and Regulations. 1 O. Non-designated use areas shall be protected from contact with recycled water, whether by windblown spray or by direct application through irrigation or other use. Lack of protection, whether by design, construction practice or system operation, is strictly prohibited. 11. Irrigation heads shall be relocated or adjusted to minimize or eliminate over-spraying on sidewalks, streets and non-designated use areas. 12. Recycled water quick coupling valves shall be of a type designed for use on recycled water 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 laid 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 least twelve inches crossing separation between other utilities. 17. If a constant pressure recycled water line shall be installed above a potable water line or less than twelve inches below a potable water line, then the recycled water line shall ba 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 Environmental Health prior to any use of recycled water. 19. The required cross-connection inspection shall be done by either the Carlsbad Water District and/or the San Diego County Department of Environmental Health. Copies of inspection reports will be forwarded to the non-inspecting party. 20. The design proposed for recycled water "Do Not Drink" signs shall be placed as directed by the City. 21. When recycled water becomes available, an on-site user supervisor shall be designated in writing. This individual shall be familiar with plumbing systems within the property, with the basic concepts of backflow/cross-connection protection, the recycled purveyor's rules and regulations and the specific requirements of a recycled water system. Copies of the designation, with contact phone numbers shall be provided to the San Diego Water District. In case of emergency contact -----'G"in-"a'-'M-'-a"'r-"sa"'g"lia=-. ____ at __ _..,,,(8~5_8,_) 48.,..,.1_·7.,.3_32 ___ _ Name Phone Number Or after hours contact _______ G_i_na_M_ar_s~ag~li_a ____ at --~(8_5_8,_) 4_8_1_-7_3_32 ___ _ 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 mus1 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 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. 26. Contact the City's Office two days prior to the irrigation coverage 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 resul1 in termination of service until the appropriate corrective steps have been taken. 27. All pressure mainline pipe from the recycled water system shall be installed to maintain a 10 foot minimum horizontal separation from all potable water pipe. Where recycled and potable water pressure mainline pipe cross, the recycled water pipe shall be installed below the potable water crossing in a cl. 200 purple pvc sleeve which extends a minimum of 5 feet on either side of the potable water pipe. Provide a minimum vertical clearance of 12 inches. 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. COLOR CHART NOTE: 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, SLEEVES, PIPING, HEADS (INCLUDING TYPE), VALVES AND CONNECTION TO WATER SERVICE. FOR LANDSCAPE IRRIGAllON PLANS-SEE SHEET 4 RI D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suile 200 \Nine, CA 92618 Tel 949 387 1323 www.ridgela.com L.A. REVIEWED BY: INSPECTOR FOR LANDSCAPE IRRIGAllON LEGEND & CALCS. -SEE SHEET 5 FOR LANDSCAPE IRRIGAllON DETAILS -SEE SHEETS 7 & 8 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 13 -17 "AS-BUILT" DATE EXP. DATE AEVl'.IONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DAT£ BY DESCRIPTION REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. APPROVED PLANNING DWN BY CHKD BY fltLO BY CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE IRRIGATION NOTES FOR BRESSI RANCH LOT 10 PIZZA PORT i,.; lt-~..-;tt c.}, t, -~e,, DATE LA Pl'IOJEOTNO. 0AAWINGNO. AS CUP11-05 474-1L ....... () '1 b t ..t;: ....J -c: l ...... r- ~ • "l - 9 '---/ SECTION VIEW "--I 8 '----7 LEGEND: 1. FINISHED GRADE. 8. LANDSCAPE FABRIC. 2. SCH 80 PVC NIPPLE -LENGTH AS REQUIRED. 9. PEA GRAVEL-MINIMUM l" DEPTH. 3. SCH 80 PVC UNION. 10. BALL VALVE-SEE LEGEND FOR TYPE. 4. SCH 80 PVC REDUCER BUSHING, SxT, SIZE AS REQUIRED (QTY. 2 REQUIRED). INSTALL SHUTOFF HAND.E PERPENDICULAR TO BOX LID. 11. RECYCLED WATER WARIIING TAG. 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) 12. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING PURPLE COVER WITH STAINLESS STEEL BOLT ~ND WASHER. HEAT BRAND "BY" ONTO LID. 7. NOMINAL SIZE SOLID BRICK (QTY. 4 REQUIRED • ONE AT EACH CORNER OF VALVE BOX). NOTES: A. SCH 80, 45 DEGREE ELBOW FITTINGS, SHALL BE USED TO RAISE MAINLINE WITHN 12" OF FINISHED GRADE. (FOUR REQUIRED) 8. 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 'IALVE. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE-INSTALL VALVE CENTERED INBOX. E. BOLTDOWN VALVE BOX COVER WITH STAINLESS STEEL BOLT AND WASHER. F. ALL MAINLINE AND VALVE FITTINGS SHALL BE SCHEDULE 80 FITTINGS. BALL VALVE NOTTO SCALE 5, 1---,,,,. SECTION VIEW LEGEND: 1. PURPLE "RECYCLED WATER" PVC LATERAL LINE PIPE. SEE LE END FOR TYPE-DEPfH 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# l.D. TAG ATTACHED TO VALVE BONNET SOLT. 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. C. SET TOP OF VALVE BOX ½" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" A!DVE 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 INST ALLA TIO! ABOVE LATERAL LINE DEPTH. REMOTE CONTROL VAL VE ~OTTO SCALE 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/ 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 PURPLE LOCKING COVER , USE STAINLESS BOLT, NUT, AND WASHER . HEAT BRAND "MY" 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 80 UNION (VALVE SIZE) WITH REDUCING BUSH IF REQUIRED. 15. MASTER CONTROL VALVE. SEE LEGEND FOR TYPE. NOTES: A. USE SCH 80 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. LEGEND: 1. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER , JSE STAINLESS BOLT, NUT AND WASHER . HEAT BRAND "PR" ONTO LID. 2. FINISHED GRADE. 3. BRASS NIPPLE -LENGTH AS REQUIRED (2 REQ.) 4. PRESSURE REGULA TOR, SEE LEGEND FOR SIZE AND TYPE. 5. PVC MAINLINE TO MASTER VALVE. SEE SPECIFICATIONS AND TRENCHING DETAIL FOR MAINLINE DEPTH. 6. PEA GRAVEL -MINIMUM 4" DEPTH. 7. NOMINAL SIZE SOLID BRICK (4 REQUIRED -ONE AT EACH CORN,R OF VALVE BOX). 8. LANDSCAPE FABRIC. 9. BRASS UNION (2 REQ.) (VALVE SIZE) WITH REDUCING BUSH IF FEOUIRED. 10. PVC SCH 80 FEMALE ADAPTER (SxT) (2 REQ.) NOTES: A USE BRASS OR SCHEDULE 80 PVC FITTINGS. B. SET TOP OF VALVE BOX ½" ABOVE FINISHED GRADE IN TURF ,REAS AND 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREA3. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER /ALVE INSTALLATION ABOVE MAINLINE DEPTH. SECTION VIEW NOTES: LEGEND: 1. POP-UP SPRAY HEAD -SEE LEGEND FOR TYPE. 2. FINISH GRADE. INSTALL HEAD /," ABOVE GRADE IN TURF AREAS AND 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 7. PURPLE COVER. 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 FITTINGS, TYPICAL. G. DO NOT SCALE DRAWINGS. H. DO NOT USE SIDE INLET. MASTER VALVE NOTTOSCALE © PRESSURE REGULATOR NOTTOSCALE @ POP-UP SPRINKLER NOTTO SCALE 101J----, WHITE BL.ACK 5 -10 PIPE DIAMETERS __JtJ--~~R l-s PIPE DIAMETERS -.. DIMENSION 'A' DIMENSION '8' 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: NO VALVES, REDUCERS, OR ELBOWS IN THIS AREA EXAMPLE: FOR 1.5" FLOW SENSOR: DIMENSION (A)"' MINIMUM 15" DIMENSION {B) = 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. SETTOPOFVALVEBOX ½" ABOVE GRADE IN TURF AREAS AND 1-112" 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. 8. USE SCH. 80 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 80 PVC FITTINGS, [JIM NO 1 2 J 4 5 FROM PRESSURE REGULATOR FROM PR£SSURE REGULATOR PLAN VIEW 8 9 3" MIN. fl) ro MASTER VALl/f. TO MASID! Vld..'vf. SECTION VIEW METER SJR,IJNER NOTE: PRESSURE REGu.ATOR IMSER V/>Jif. FLOW SENSOR 1, INSTAil. ONE T£ST STArnN LOCATED DIRECR.Y OOWNSlRr>M OF IRRIGITKlN PRESSURE REGULATING V>lVE. HEAT BRAND "rs' ON P\JRPL£ COLORED PlASTlC "EST STATION LIDS. SIZE AND DESCRIPTION ITEM Sil AND DESCRIPTION NO 3 4 SCH 80 PVC 90 ELL 6 VALl/f. BOX WITI PURPL£ COLOREO LID 3 4 SCH 80 PVC CLOSE NIPPlE 7 LINE SIZED BR,!,S &,LL Vld..Vf. J 4 BRASS LOCKPlll£ BALL VALl/f. 8 LINE SIZE B'f 4 SCH 80 TEE WITH 1 / 4' FEWlE THREAD FIP X METER SMvll 9 P\JRPLE PVC Q 315 SCH 40 MAINLINE J 4 X 1 4 BRASS THROOED 10 J MINIMUM 00TH OF J 4 WASHED GRAv£L BUSHING WITH 1/4' CAPPED Oun.ET 11 BRICK OR CONCR£TE SUPPORTS (END TO ENO UNDER J 4 SCH 80 PVC CLOSE NIPPl£ PERIMETER Of ','lVE BOX BOTTOM SECTION VIEW LEGEND 1. FINISHED GRADE IN TURF AREAS 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. 3. FINISHED GRADE IN SHRUB AREAS 4. BASKET STRAINER, SEE LEGEND FOR SPECIFICATION 5. BRASS NIPPLE TYP. 6. FLANGED CONNECTIONS NOTES: A USE SCH 80 PVC FITTINGS. 7. PVC MAINLINE TO MASTER VALVE, PIPE PER SPECS. 8. 3/4" ROCK, 2 CUBIC FT. 9. BRICK SUPPORTS LANDSCAPE FABRIC 11. PVC MAINLINE FROM P.O.C. 12. PVC SCH 80, 45 DEGREE ELL-TYP. (FOUR REQUIRED). 13. RECYCLED WATER WARNING TAG 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. 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 NOTTO SCALE @ RECYCLED WATER IRRIGATION CROSS CONNECTION TEST ST.!\TION NOTTOSCALE ® BASKET STRAINER NOTTO SCALE Smith Consulting Architects 12:220 El Damino Real Suite 200 S,1n Di8-:JO California 92rl0 18581'793~4777 Fax 18581'793-4787 R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suile 200 Irvine, CA 92618 Tel 949 3871323 www .ridgela.com L.A. EXP. REVIEWED BY: INSPECTOR FOR LANDSCAPE IRRIGATION PLANS -SEE SHEET 4 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 6 FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEETS 7 -10 FOR LANDSCAPE SPECIFICATIONS-SEE SHEETS 13 -17 DATE DATE REVSIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, Ass·. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD 118HE1■71a 1 PLANNING DEPARTMENT _ LANDSCAPE IRRIGATION DETAILS FOR BRESSI RANCH LOT 10 PIZZA PORT APPROVED ( 1t:i LT~ ~\L.;tt PLANNING DWN BY LA CHKD BY_'-'R-=-S __ FIELD BY PAOJEOTNO. CUP 11-05 ORAWINGNO. 474-1L I • 7 LEGEND: SECTION/ ELEVATION 1. HARDSCAPEOR PAVING. 2. SAND BACKFILL. 3. NOMINAL SIZE SOLID BRICK SUPPORTS {3 MINIMUM REQUIRED, DISTRIBUTE[ EVENLY AROUND BOX). 4. PVC PURPLE "ALERT-LINE" WITH WORDS "RECYCLED WATER -DO NOT ORIN~" SLEEVES· SEE LEGEND FOR TYPE. 5. PVC PURPLE "ALERT-LINE" WITH WORDS "RECYCLED WATER -DO NOT DAIN!" 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 "SLY" AIID "RECYCLED WATER" ONTO LID. NOTES: A. SLEEVE MARKERS SHALL BE INSTALLED FOR ALL SLEEVE CROSSINGS 8 FEET Al-0 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 CF CROSSING. D. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAP3E 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. @ SLEEVE MARKER I 11+~--{3 . . •' SECTION VIEW NOTES: NOTTO SCALE LEGEND: 1. LOW VOLTAGE WIRES -SEE LEGEND FOR SIZE AND rYPE. 2. POLY TUBE PRE-FILLEDWITH WATERPROOF GEL -SEE LEGEND FOR TYPE. 3. WIRE CONNECTOR. WIFES SHALL BE PRE-STRIPPED OF ~• OF THE INSULATION PRIOR TO ISSERTION INTO THE CONNECTOR. TWIST CONNECTOR ONTO WIFES 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 -#14AND/OR 1 -#18 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIR,S SHALL REQUIRE MODEL# SA 102, A LARGER WIRE CONNECTOR. WIRE CONNECTION NOTTO SCALE 7 7 SECTION VIEW DIMENSION A 314" TO 3" IN SIZE 12" 4" TO 6" IN SIZE 18" 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. NOTES: 2 B 18" 24" 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. PIPE INSTALLATION NOTTO SCALE 12 6 SECTION VIEW I A1 I l~I ]Rf-CYCLEDwA1rn j L 12· k ., ., I LEGEND: I A2 ! l~I jRECYCLEDWATEFI I k ,2· k ., ., HARDSCAPE PLAN VIEW 1. RECTANGULAR VALVE BOX, TYPICAL. A3 A~CYCLl:DWATER I k 12· k ., .., 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 WALK, FENCE, CURB, ETC. NOTES: A. CENTER VALVE BOX OVER VALVE TO FACILITATE SERVICING 0' VALVE. 0 B. SET VALVE BOXES 1-1/2" MAXIMUM ABOVE GRADE IN MULCH 01 GROUNDCOVER / SHRUB AREAS, SET ½" ABOVE FINISH GRADE IN TURF AREAS. C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER / Sl-flUBAREAS WHERE POSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER. D. SET VALVE BOXES PARALLEL TO ONE ANOTHER AND PERPENDCULAR TO EDGE. E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE BOXES TO PREVENT THEIR DEFORMATION/ COLLAPSE. XCZ-PRB-150-COM --------------, .-------== OUTLETS (2) 1" FPT INLET H/2" FPT·--+----.. ~--,f---j----;:'ONTROL ZONE KIT: I RAIN BIRD XCZ-PRB-150-COM 150-PESB 1-1.'2" RCV'-4---,l--✓ 10·1/2" ±112" I (INCLUDES 1-112• PESB VALVE, J II (2) QKCHK PRESSURE REGULATING 1" BASKET Fil TEAS. USE FOR DEMANDS 16 GPI._., AND GREATER I L _________________________ J PLAN VIEW USE XCZ-PRB-100-COM, (1") CONTROL ZONE KIT FOR DEMANDS LESS THAN 16 GPM USE XCZ-PRB-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 1-1/2" VALVE) 5. PVC SCH 80 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 I 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. (LENGTHS REQUIRED) 16. PVC SCH 80 ELL. 17. CHRISTY'S RECYCLED WATER WARNING TAG AND VALVE STATION# I.D. TAG ATTACHED TO VALVE BONNET BOLT. VAL VE BOX LAYOUT NOTTOSCALE CD DRIP REMOTE CONTROL VALVE NOTTOSCALE 17'1---+--1 ...... I--{ 1 4 15 4"MIN LEGEND: 7 1. 2. 3. 4. 5. 6. ROAD PAVING. 7. "PURPLE" RECYCLED WATER 6" DIAMETER OR GREATER SCH 40 PVC PIPE. UNDISTURBED SOIL. 8 . "PURPLE" RECYCLED WATER 3' -5-1/2" SAND BACKFILL. DIAMETER SCH 40 PVC PIPE. "PURPLE" RECYCLED WATER 9. "PURPLE" RECYCLED WATER LESS THAN 3" SCHEDULE 80 PVC PIPE. DIAMETER SCH 40 PVC PIPE. "PURPLE" RECYCLED WATER 10. 12" CLEAN COMPACTED BACKFILL. 6" DIAMETER OR GAEA TER SCH BO PVC PIPE. 11. PAVING (NON-ROAD). WIRE SLEEVE 12. TWO 3" WIDE, PURPLE RECYCLED WATER, DETECTIBLE METALLIC MARKING TAPES. NOTES: 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 WIRE BUNDLE CARRIED. 6" DIAMETER OR LESS = 36" COVER, 6" DIAMETER OR GREATER = 48"COVER -"PURPLE" RECYCLED WATER SCH 80 PVC PIPE. LEGEND: 1. STAINLESS STEEL, TOP-ENTRY CONTROLLER ENCLOSURE -NEMA 3R FAIN PROOF RA TED -WITH LOCKING LID, SHOWN OPEN. 2. TERMINAL STRIP FOR REMOTE CONTROL VALVE WIRE CONNECTIONS. 3. STAINLESS STEEL, U.L. LISTED, PRE-DRILLED, REMOVABLE BACKBOAR). REMOVABLE FRONT PANEL, NOT SHOWN. 4. FINISHED GRADE. 5. MOUNTING QUICK PAD BASE -SEE LEGEND FOR TYPE. 6. 3" PVC CONDUIT WITH SWEEP ELL FOR DIRECT BURIAL CONTROL WIRES TO CONTROL VALVES 7. 1" PVC CONDUIT WITH SWEEP ELL FOR MASTER VALVE. 8. 1" PVC CONDUIT WITH SWEEP ELL FOR FLOW METER. 9. 1" PVC CONDUIT WITH SWEEP ELL FOR 120 VAC POWER FROM METERED POWER SOURCE. 10. 1" PVC CONDUIT WITH SWEEP ELL FOR GROUND ROD CABLE. 11. (1) %" X 8' COPPER GROUND ROD MINIMUM W/ #10 GROUND WIRE AND CLAMP. INSTALL INSIDE A 10" ROUND VALVE BOX-GROUND ROD TO BE LOCATED WITHIN 15' OF CO~TROLLER. CONTRACTOR SHALL INSTALL ACTUAL GROUNDING EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. 12. FILL INSIDE MOUNTING PAD VOIDS WITH ¾" PEA GRAVEL. 13. WATER PROOF EPOXY SEALANT AT CONTROLLER BASE. 14. POWER SWITCH WITH GFI RECEPTACLE. 15. RAIN SENSOR LOCATED WITHIN STAINLESS STEEL ENCLOSURE -SEE LEGEND FOR TYPE. 16. CONTROLLER-SEE LEGEND FOR TYPE. 17. WARNING SIGN: "RECLAIMED WATER DO NOT DRINK" IN ENGLISH AND SPANISH, LOCATED ON OUTSIDE OF ENCLOSURE. SECTION VIEW LEGEND: 1. REMOVABLE QUICK COUPLER KEY ASSEMBLY 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: 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 COVER -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 USE. SLEEVE INSTALLATION NOTTO SCALE © CONTROLLER ASSEMBL y NOTTO SCALE QUICK COUPLER VALVE NOTTO SCALE Smith Consulting Architects 12220 El C8mino Real Suite 200 San Di.a,;:io California 9'.2.nO 1858179'.J-477, Fax (858179'.J-478ii' RI D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 INine, CA 92618 Tel 949 3871323 www.ridgela.com L.A. EXP. REVIEWED BY: INSPECTOR FOR LANDSCAPE IRRIGATION PLANS -SEE SHEET 4 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 6 FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEETS 7 -10 FOR LANDSCAPE SPECIFICATIONS-SEE SHEETS 13-17 DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMR.EMENTATION IN FIELD. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE IRRIGATION DETAILS FOR BRESSI RANCH LOT 10 PIZZA PORT APPROVED 1( 11~ lt.Bi.Ji PLANNING DATE OATI BY DESCRIPTION APP'D DWN BY LA 1---~~------------------~---11 CHKD BY __ R~S __ PAOJE:OT NO. CUP 11-05 DRAWING NO. 474-1L DATE REVISIONS rlELD BY ....... I I' ! ' Ii I l i 1 • <"I ---------{ 3 LEGEND: I 1- sEcTI0N VIEW ~--------\4 - Ii' 11 11 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. @DRIPLINE OPERATION INDICATOR ~OTTO SCALE . ':, ... ,;•. . .. : . . '•· . SECTION VIEW LEGEND: 1. VINE. SEE PLANTING PLAN FOR TYPE AND WATER REQUIREMENT. 2. DIFFUSER BUG CAP. (1 REQ. PER EMITTER). 3. PLASTIC TUBING STAKE, INSTALL 2" -3" FROM BUG EMITTER. 4. 1/4" POLY DISTRIBUTION TUBING. LENGTH OF TUBING EXPOSED ABOVE MULCH LAYER SHALL NOT EXCEED 6" . LENGTH OF TUBING PER PLANT SHALL NOT EXCEED 5. 5. MULCH OR COBBLE COVER, PER LANDSCAPE PLANS. 6. DRIP EMITTER DEVICE, SEE LEGEND FOR TYPE. 7. 9" WIRE STAKES FIVE (5) FEET ON CENTER. 8. POLYETHYLENE INLINE DRIP TUBING, SEE LEGEND FOR TYPE. 9. FINISHED GRADE. 10. AMENDED SOIL, PER LANDSCAPE PLANS. NOTES: A. ST AKE EMISSION POINT OVER EDGE OF ROOTBALL. 8. THE ABOVE DETAIL DRAWING IS FOR THE MOST GENERAL OF CONDITIONS. SEE IRRIGATION NOTES FOR SPECIFIC EMITTER QUANTITIES FOR OTHER OONDITIONS. C. OFFSET EMITTERS TO UP-SLOPE SIDE OF ROOTBALL IN SLOPE CONDITIONS OF 3:1 ORGREATER. D. DISTRIBUTION LENGTH OF EXPOSED TUBING SHALL NOT EXCEED 6 INCHES -LENGTH OF TUBING PER PLANT SHALL NOT EXCEED 5 FEET. PROVIDE EMITTERS GPH SIZE AS INDICATED ON IRRIGATION MATERIAL LEGEND. VINE: QTY. (1) ONE (1.0 GPH) (BLACK COLOR CODE) EMITTER PER "LOW" WATER USE \ilNE. QTY. (1) ONE (2.0 GPH) (GREEN COLOR CODE) EMITTER PER "MODERATE" WATER USE VINE. QTY. (1) ONE (4.0 GPH) (RED OOLOR CODE) EMITTER PER "HIGH" WATER USE Vl~E. 9}--f,/-- a· L SECTION VIEW LEGEND: 1. 6" PLASTIC ROUND VALVE BOX-HEAT BRANO "FY" ONTO LID. 2. FINISHED GRADE. 3. SCH 40 PVC PIPE EXHAUST HEADER FROM DRIP TUBING. 4. PVC LATERAL (OR EXHAUST HEADER). 5. PEA GRAVEL-2.5 CUBIC FEET MINIMUM. 6. NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQUIRED -EQUALLY SPACED). 7. LANDSCAPE FABRIC. 8. S X ½" SCH. 40 PVC 90 DEGREE ELL (SIZE AS REQUIRED). 9. AUTOMATIC DRIO FLUSH VALVE -SEE LEGEND FOR TYPE. NOTES: A. USE 45 DEGREE ELLS TO TRANSITION TO DRIPLINE HEADER DEPTH. B. SET TOP OF VALVE BOX 1-112" ABOVE FINISHED GRADE IN GROUNDCOVER I SHRUB AREAS, AND ½" ABOVE FINISHED GRADE IN TURF AREAS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. r: --- I ---~ l--t-lA'Vl+--1--i--l NOTES: LEGEND: 1. PVC PIPE LAfERAL LINE FROM DRIP ZONE KIT. 2. PVC PIPE LAfERAL LINE SUPPLY MANIFOLD. 3. PVC PIPE INLET HEADER. 4. SCH 40 PVC rEE SxSxT, LINE SIZE BY ½" 5. DRIPLINE ffTING MALE ADAPTER TRANSITIONTO DRIP TUBING. 6. AIR/VACUUN RELIEF VALVE (PLUMBED AT EACH HIGH POINT OF EACH LATERAL LES CENTERED ON MOUND OR BERM) (lYP) 7. IN-LINE DRIFTUBING WITH EMITTERS 12 INCH ON CENTER, MAXIMUM ROW SPACING 14-16 INCHES ON CENTER SEE LEGEND FOR TYPE. 8. TEE MALE AJAPTER. 9. PVC PIPE FUSH EXHAUST MANIFOLD. 10. AUTOMATICDRIP FLUSH VALVE, PLUMBED TO PVC PIPE (TYP) -SEE LEGEND FOR TYPE. 11. DRIP OPERPTIONAL INDICATOR -SEE LEGEND FOR TYPE. 12. PLANTER AFEA PERIMETER. 13. PERIMETER DRPLINE LATERALS 2" TO 4" FROM EDGE. A. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MA'IUFACTURERS SPECIFICATIONS. SECTION VIEW LEGEND 1. 3" BARK MULCH. 2. FINISHED GRADE. 3. AMENDED SOIL INSTALLED AFTER TUBING. 4. DRIP TUBING INSTALLATION, MAXIMUM 15" ROW SPACING. 5. AMENDED SOIL AS PER LANDSCAPE DRAWINGS. BRING SOIL LEVEL TO 3" BELOW FINISHED GRADE PRIOR TO DRIP TUBING INSTALLATION. 6. 9" WIRE STAKES FIVE {5) FEET ON CENTER. NOTES A. TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TO 3" BELOW FINISHED GRADE AND PAOPERL Y COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF THE TUBING. B. INSTALL TUBING ROWS A MAXIMUM OF 15" APART JN SHRUB AREAS AND SECURE TO GRADE USING WIRE HOOP STAKES AT 5 FEET ON CENTER SPACING. C. BACKFILL FINAL 2" OF SOIL OVER THE TUBING AFTER INSTALLATION OF THE TUBING. AUTOMATIC DRIP FLUSH VALVE NOTTOSCALE ® DRIPLINE LAYOUT (TYP) NOTTOSCALE @ DRIPLINE LAYOUT (TYP) NOTTO SCALE NOTES: 7 ~------ LEGEND: • -1 ~-..5 SECTION VIEW 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" PLASTIC ROUND VALVE BOX, HEAT BRANO "ARV" ONTO LIO. 3. FINISHED GRADE. 4. PVC PIPE FROM DISCHARGE HEADER, 112" 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, 314" SIZE WITH 314" x 1/2" SCH 40 PVC SLIP BUSHING. A. USE SCH 40 PVC 45 DEGREE ELLS TO TRANSITION TO DRIPLINE HEADER DEPTH. 8. SET TOP OF VALVE BOX 1-112" 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---:..i __ ™52:-~~ ttttttttttttttttt /7;\ .LLLLLLLLLLLLLLL.: .. L.,_L----~0 • <"I .LLLLL LLLLL LLLLL • <"I - 7 LEGEND: SECTION VIEW '-----@ 1. 3" BARK MULCH. '------19 2. FINISHED GRADE. 3. AMENDED SOIL. 4. DRIP TUBING -SEE LEGEND FOR TYPE. 5. RAIN BIRD XR SERIES 17MM DRIPLINE BARB INSERl FITTINGS. 6. BLANK POLY TUBING -LENGTH AS REQUIRED. 7. RAIN BIRD XR SERIES ½" MALE ADAPTER. 8. PVC LATERAL LINE PIPING INLET OR EXHAUST MANFOLD. 9. SCH 40 PVC TEE SxSxT, LINE SIZE BY ½". r, ~ ,.__ I I I I I I . . I I I I I I I I I ,J I A ~ I I I I I . I I / ~ .I <t)_ ~ PLAN VIEW NOTES: T 0 REMOTE CONTROL VALVE 1TH FILTER w PRESSURE REGULATING VALVE TRANSITION TO DRIP TUBING PVC PIPE SUPPLY MANIFOLD EL1T 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 VAL VE 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 AIRNACUUM RELIEF BLANK TUBING LATERAL ALONG HIGH POINT OF MOUND OR BERM. D. ATTACH ALL IN-LINE DRIP TUBING TO AIR RELIEF VALVE BLANK LATERAL. MORE THAN TWO RELIEF VALVES MAY NEED TO BE INSTALLED PER SECTION ® VINE DRIP EMITTER CONNECTION ~OTTOSCALE (J) DRIP AIR RELIEF VALVE NOTTOSCALE (i) DRIPLINE CONNECTION NOTTO SCALE DRIPLINE LAYOUT (TYP) NOTTO SCALE Smith Consulting Architects 12220 El t>1mino R~al Suite 200 San Dia90 California 921'lO (858179')-4777 Fax 18581793-478:1 R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 3871323 www.ridgela.com L.A. EXP. REVIEWED BY: INSPECTOR FOR LANDSCAPE IRRIGATION PLANS-SEE SHEET 4 FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET 6 FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEETS 7 -10 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 13 -17 DATE DATE REV6IONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASS-. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE SY DESCRIPTION REVISIONS APP'O APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE IRRIGATION DETAILS FOR APPROVED PLANNING OWN BY CHKD SY rlELD BY BRESSI RANCH LOT 10 PIZZA PORT it;lt Lr-~,u,.t 4--". /Cl DATE 11 LA PROJECT NO. OAAWINQNO. RS CUP 11-05 474-1L 1"-41, ...... C) ..J ~ ....S) I I , I , 111 l"'""""-----{6 SECTION VIEW -NOT TO SCALE NOTE: LEGEND: 1. FINISH GRADE. 2. 3" WIDE, PURPLE RECYCLED WATER, DETECTIBLE METALLIC MARKING TAPES. 3. "PURPLE" RECYCLED WATER PVC PIPE NON-PRESSURE LATERAL LINE PIPE FROM IRRIGATION HEAD TO IRRIGATION HEAD. WHENEVER THE LINES CROSS THE POTABLE PIPE, NO SLEEVE IS REQUIRED. 4. "PURPLE" RECYCLED WATER PVC PIPE PRESSURE MAINLINE. 5. CONTROL WIRES. 6. POTABLE WATER LINE. 7. "PURPLE" RECYCLED WATER PVC PIPE PRESSURE MAINLINE PLACED WITHIN SLEEVE. 8. CONTROL WIRES PLACED WITHIN SLEEVE. WHERE POTABLE LINES AND CONSTANT PRESSURE RECYCLED WATER LINES CROSS, THE RECYCLED LINES SHALL BE INSTALLED BELOW THE POTABLE WATER LINES IN A CLASS 200 PURPLE COLORED PVC SLEEVE. PVC SLEEVE SHALL EXTEND 10 FEET ON EITHER SIDE OF THE POTABLE LINE FOR A TOTAL OF 20 FEET. NOTTO SCALE LEGEND: CAUTION RECLAIMED WATER SEO FOR IRRIGATION DO NOT DRINK CL:IDADO AGUA RECLAMADA UNICAMENTE PARA REGAR PROHIBO TOMAR SECTION VIEW 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 FMS COLOR #266 5. HP WHITE VINYL GRAPHICS 112' HEIGHT NOTE: A. TWO MINIMUM PER SITE SET AT EDGE OF SET AT EDGE OF ROOTBALL ROOT BALL 111-_J 9>--~ SECTION VIEW LEGEND: 1. TREE TRUNK. 2. TREE ROOTBALL. 3. SPRAY HEAD NOZZLE -SEE LEGEND FOR TYPE. 4. FINISHED GRADE. 5. 2" LAYER OF MULCH, PER PLANTING PLANS. 6. IRRIGATION POP-UP HEAD -SEE LEGEND FOR TYPE. 7. SCH 80 PVC THREADED RISER - LENGTH AS REQUIRED. 8. PVC LATERAL, PER PLAN. 9. PRE-ASSEMBLED TRIPLE SWING JOINT: HUNTER SJ SERIES (OR APPROVED EQUAL). LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER OUTLET. 1 O. SET ROOTBALL ON UNDISTURBED NATIVE SOIL. 11. PVC SCH 4-0 TEE -SST OR ELL-ST ON PVC LATERAL. 12. TREE PIT, PER PLANTING DETAILS. A (2) BUBBLERS REQUIRED FOR 24" BOX TREES AND SMALLER. (3) BUBBLERS REQUIRED FOR 36" BOX TREES. (4) BUBBLERS REQUIRED FOR 48" BOX AND LARGER TREES. B. A PERCOLATION TEST TO BE DONE FOR DEEP WATERING, AND RESULTS RETURNED TO LANDSCAPE ARCHITECT. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. CC RECYCLED/ POTABLE PIPE CROSSING Q RECLAIMED WATER SIGN NOTTO SCALE (J) POP-UP TREE BUBBLER NOTTO SCALE Smith Consulting Architects 12220 El (>amino Real Suite 200 San Oid•JO California 921'.)0 18581-79'3-4777 Fax 18581793-478? CD---~ 2i-----, 24" 3>--- 4 )---------ti 10' MINIMUM TO POTABLE MAINLINE IN STREET 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 CROSSNG PATH OF POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARAN;E FROM POTABLE MAINLINE IN STREET. LEGEND: r-------------{1 ,,,.--,.2 i,-------{5 ~----------16 '-----------(7 SECTION VIEW 1. SURFACE FLOW EMITTER OUTLET SHALL BE INSTALLED 4" ABOVE GRADE IN SHRUB AREAS AND 112" BELOW MOW HEIGHT IN TURF AREAS. TUBING SHOULD BE INSTALLED HIGH AND TRIMMED DOWN TO FINAL HEIGHT ABOVE GRADE AFTER TESTING THE SYSTEM. 2. FINISHED GRADE. 3. UNDISTURBED SOIL. 4. INSTALL TUBING RISER PLUMB IN TRENCH PRIOR TO BACKFILLING OF TRENCH. 5. SURFACE FLOW EMITTER ASSEMBLY WITH 1/2" PIPE SADDLE/BARB, EMITTER, AND 1/4" POLYETHYLENE TUBING RISER, SEE IRRIGATION PLAN FOR EMITTER VOLUME. 6. SURFACE FLOW PRE-PUNCHED SCH.40 PVC PIPE, SEE IRRIGATION PLAN FOR SPACING OF HOLES/EMITTERS. PIPE SHALL BE INSTALLED WITH MINIMUM 8" OF COVER. 7. NARROW TRENCH CUT THROUGH PLANTER FOR SURFACE FLOW INSTALLATION, BACKFILL AND COMPACT TRENCH. l"?""o:::-----------------No_r_ro_s_c_AL--1E @ SURFACE FLOW BB POTABLE SERVICE LINE CROSSING EMITTER INSTALL NOTTO SCALE 6 R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suile 200 Irvine, CA 92618 Tel 949 3871323 www.ridgela.com LA. EXP. REVIEWED BY: INSPECTOR FOR LANDSCAPE 11.RIGATION PLANS -SEE SHEET 4 FOR LANDSCAPE l:1.RIGATION NOTES -SEE SHEET 6 FOR LANDSCAPE 11.RIGATION DETAILS -SEE SHEETS 7-10 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 13 -17 DATE DATE REVISONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST.0 LANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEJENTATION IN FIELD. DATE iY DESCRIPTION REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD llaHE1■7,a I PLANNINQ DEPARTMENT . APPROVED PLANNING OWN BY CHKD BY FIELD BY LANDSCAPE IRRIGATION DETAILS FOR BRESSI RANCH LOT 10 PIZZA PORT ti;ll ~ E\\~¼-9',~ ·It, DATE LA PROJEOTNO. DRAWINONO. RS CUP 11-05 474-1L "It. ..... 0 ...J ~ ' -r- -0 1 r i I ' i / ~-EXISTING SLOPE PLANT ING AND IRRIGATION TO I/ BE PROTECTED IN PLACI!.. FILL IN Aff( BARE f AREAS Willi MATCHING SPECIES OF TREES, , SHRUBS, GRO~ND"'..OVERANO EROSION / \ • .-CONT.ROL FABRICS AS REQUIRED TO MEET ; / !/ LAND ' . MANUALREQ_Ul_l3EMENT.$.=---··_· -----~;:::---.._ ----,,-~ " / I \ \ ' " \ \ \ \ \ . \ \ \ \ \ \ i \ I ' . laXISTING --':.;',r LANDSCAPE AREA.SEE CITY DRAWING #411-7L \ \ \ \ I ( / UTILITY SCREENING NOTE: ---~-OUTDOOR PATIO WITH \ -·-1··· 1----I \ f"<"C,_ ,·--· \ I I I I I I WOOD PICNIC TABLE AND UMBRELLA LANDSCAPE CONSTRUCTION DRAWINGS WILL BE REQUIRED TO SHOW AND ~ABEL 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: • ALL ON-SITE LANDSCAPING IS TO BE MAINTAINED BY THE PROPERTY OWNER. • . LANDSCAPING WITHIN THE RIGHT-OF-WAY ON GATEWAY ROAD AND WITHIN THE RIGHT-OF-WAY AND 50' LANDSCAPE SETBACK ON PALOMAR AIRPORT ROAD IS TO BE MAINTAINED BY THE BRESSI RANCH ASSOCIATION. 11 ~==:SsoOIIL SAMPLE LOCATION 2 OF 2 0 PROPOSED TRANSFORMER LOCA ION 10 20 40 SCALE AND NORTH 60 DD □o ---.... _' »• - / 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. PROPERTY LIN / _RIGHT-Of-WAY INE,..!.:!'.!;'.ICAL --..;f•: I PROPOSED BUILDING BOULDERS FOR LANDSCAPE ACCENT AND CASUAL. SEA TING ---, -- SOIL SAMPLE -~ LOCATION 1 OF 2 ACCENT PLANTING (AGAVE AND FLOWERING GROUND COVERS) WITH BOULDERS FLANKING DRIVE ENTRY (T BE LESS THAN 30" HEIGHT) ~ _....--OUTDOOR PATIO WITH WOO _...... • f'.ICNIC . .IP.,~L.E§,.WM§!<_E~\,A\?. 1/ / AND PERjMETER FENCE ,// , «.:> ' r-7 ~ ", . ./ " i I ,,. --·-----. ) 1,1 ' ' \ \ \ / / I ' ~ r-1,F-,fJBIQRETEN'flON AfEAWITH JUiCUS !)ND I 0R'4AME!'ff AL .,Gli'\SSES, TYP. -···-r--.. (E) \ (Ef"· ···• i \ \ i . ' I u,-495'.CffiN SIGHT DIST;-J,t:E !NE u..;-r-25' i2so VEWAY cote\ V IBILITY c~, TR; QE ..::.~ PLANTING LEGEND SYMBOL BOTANICAL I COMMON NAME MINIMUM SIZE COMMENTS QTY. WUCOLS DETAIL TREES: ti LOPHOSTEMON CONFERTUS I 24" BOX STD. 7'H X 2'W X 1" CAL 28 MOD. A, B BRISBANE BOX (0.4-0.6) RHUS LANCEA I 24" BOX STD. 8'H X 4'W X 1" CAL 14 LOW A,B AFRICAN SUMAC (0.1-0.3) TIPUANA TIPU I 24" BOX STD. 9'H X 4' W X 1-f' CAL 25 MOD. A,B TIPU TREE (0.4-0.6) 0 TRISTANIOPSIS LAURINA I 24" BOX STD. 7'H X 4W X 1" CAL 11 MOD. A,B WATER GUM (0.4-0.6) SHRUBS, VINES & GROUNDCOVERS: ZONE 1 -LUSH LANDSCAPE -STREETSCAPE PLANTING (2% OF TOTAL LANDSCAPE AREA) r· __ .,...,,., .. ,.,, · 1 ·:.•:,•,•.•1.w,.·:.·:.·:.•:.•1.•:.'.'.·, :::::: :: ;; ;; :::::: :: :: -~· :: .. FESTUCA 'MARATHON II' I MARATHON FESCUE SOD PER PLAN HIGH (0.7-0.9) ZONE 2 -REFINED LANDSCAPE -BLDG PERIMETERS, PATIO & PARKING AREAS (98% OF TOTAL LANDSCAPE AREA) 0 Q) <lD 0 (y) ® r · · · · · · · · · · · -· -· · · ·1 ·.·.·.•.·.·.·.·.·.· .......... . . . . . . . . . .......... . . . . . . . . . 0 @) ~ AGAVE ATTENUATA I FOXTAIL AGAVE BUXUS J. 'GREEN BEAUTY'/ JAPANESE BOXWOOD DIANELLA C. 'LITTLE BECCA' I LITTLE BECCA FLAX LILY GALVESIA SPECIOSA I ISLAND BUSH SNAPDRAGON LANTANA M. 'GOLD RUSH'/ YELLOW LANT ANA LANTANA M. 'TEENIE GENIE' I DWARF MULTI-COLORED LANTANA MAHONIA 'GOLDEN ABUNDANCE' I GOLDEN ABUNDANCE MAHONIA MUHLENBERGIA RIGENS DEER GRASS NASSELLA TENUISSIMA I MEXICAN FEATHER GRASS PARTHENOCISSUS TRICUSPIDATA I BOSTON IVY PHORMIUM 'MONROVIA RED'/ MONROVIA RED NEW ZEALAND FLAX RHAPHIOLEPIS I. 'SPRINGTIME'/ SPRINGTIME INDIAN HAWTHORN ROSMARINUS 0. 'PROSTRATUS' I PROSTRATE ROSEMARY ROSMARINUS 0, 'TUSCAN BLUE'/ UPRIGHT ROSEMARY 5GAL. 5GAL. 5GAL. 1 GAL 5GAL. 1 GAL 5GAL. 5GAL 1 GAL 5 GAL 5GAL. 5 GAL FLATS 5GAL SALVIA CLEVELANDll 'WINIFRED GILMAN' I 1 GAL CLEVELAND SAGE BIO-SWALE AREAS: CAREX DIVULSA / BERKELEY SEDGE 1 GAL PLANT 3' O.C. PLANT 2' O.C. PLANT 2' O.C. PLANT 3' O.C. PLANT 3' O.C. PLANT 18" O.C. PLANT 4' O.C. PLANT 3' O.C. PLANT 2' O.C. PLANT 8' O.C. PLANT 42" O.C. PLANT 4' O.C. PLANT 12" O.C. PLANT 3' O.C. PLANT 3' O.C. PLANT 2' O.C. "SEE NOTE BELOW 34 39 35 55 245 63 59 181 339 2 52 80 PER PLAN 140 116 967 LOW (0.1-0.3) MOD. (0.4-0.6) MOD. (0.4-0.6) C,D,E C,D,E C,D,E VERY LOW C, D, E (<0.1) LOW (0.1-0.3) LOW (0.1-0.3) LOW (0.1-0.3) LOW (0.1-0.3) C,D,E C, D, E C, D, E C, D, E VERY LOW C, D, E (<0.1) MOD. (0.4-0.6) LOW (0.1-0.3) MOD. (0.4·0.6) LOW (0.1-0.3) LOW (0.1-0.3) F C,D,E C,D,E E C,D,E VERY LOW C, D, E (<0.1) MOD. (0.4-0.6) C,D,E 'NOTE: ALL BIO-SWALE AREAS SHALL BE OVER-SEEDED WITH ANNUAL GRASS TO PROVIDE FULL COVERAGE, AS DEEMED ACCEPTABLE TO CITY ENGINEER. PRIOR TO REQUEST FOR BUILDING OCCUPANCY. FOR PLANTING IN FALL I WINTER SEASON, OVER-SEED WITH RYE GRASS I Lolium multiflorum, (80% PURE LIVE SEED) AT THE RATE OF 9 LBS. I ACRE. FOR SPRING/ SUMMER SEASON, OVER-SEED WITH FESTUCA M. 'ZORRO' I Annual Fescue, (90% PURE LIVE SEED) AT THE RATE OF 10 LBS. I ACRE. BIO-RETENTION AREAS: JUNCUS PA TENS I 4" POTS CALIFORNIA GRAY RUSH -with- 'NO MOW' FINE FESCUE SOD PLANT 18" O.C. THROUGH SOD 1,590 MOD. (0.4-0.6) C,D,E ,. , "' -EXISTlNG.30' H'ICH:::: .. (AVAILABLE FROM PACIFIC SOD, (800) 942-5296) PER PLAN MOD (0.4-0.6) Smith Consulting Architects 12220 El Camino Real Suite 200 San Oi~,Jo California 92TW (858r7S'.3-477l' Fax (858179,3-478? ■--· SCREENING HEDGE PROPERTY LINE, ... TYPICAL .............. 1-·-·· i '--... .,..-' =-25'X25'DRIV AV CORN~R VISJ I.ITV TRIANOL.E ' 'H-495' CORNER SGHT 01sT,tce LI/E DENOTES SOIL SAMPLE LOCATION -REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L6.1, FOR ADDITIONAL INFORMATION. DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL ROOT BARRIERS INSTALLED ADJACENT TO THE BIO-SWALE, SHALL NOT INTERFERE WITH DRAINAGE TO OR FROM THE BIO-SWALE SYSTEM. NOTE: MULCH ALL LANDSCAPE AREAS WITH A 3" DEEP LA YER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. NOTE: PRIOR TO BEGINNING LANDSCAPE WORK, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT TO REVIEW FINAL PROJECT UTILITY LOCATIONS. ALL UTILITIES ARE TO BE FULLY SCREENED FROM VIEW. EXISTING PLANTING LEGEND SYMBOL BOTANICAL/ COMMON NAME SYMBOL BOTANICAL I COMMON NAME EXISTING TREES (OUTLINES SHOWN DASHED): NOTE: THE LETTER (E) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE PROTECTED IN PLACE. THE LETTER (R) NEXT TOA TREE SYMBOL INDICATES AN EXISTING TREE THAT IS TO BE REMOVED. • ◊ + ACACIA MELANOXYLON I BLACKWOOD ACACIA METROSIDEROS EXCEL.SUS I NEW ZEALAND CHRISTMAS TREE PODOCARPUS GRACILIOR I FERN PINE TIPUANA TIPU / I TIPU EXISTING SHRUBS and GROUNDCOVERS: ~"· LIGUSTRUM TEXAN UM I TEXAS PRIVET MYOPORUM 'SOUTH COAST I MYOPORUM ROSMARINUS 'PROSTRATUS' I ROSEMARY STRELITZIA REGINAE/ BIRD OF PARADISE FESTUCA 'MARATHON 11' I MARATHON FESCUE □ j:j: •• • JACARANDA MIMOSIFOLIA I JACARANDA LOPHOSTEMON CONFERTUS / BRISBANE BOX SCH IN US MOLLE I CALIFORNIA PEPPER APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST.PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNINQ DEPARTMENT II 8HK1~•81 R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suile 200 !Nine, CA 92618 Tel 949 3871323 www.ridgela.com L.A. REVIEWED BY: INSPECTOR DATE EXP. DAT!: BY DATE DESCRIPTION APP'D REVISIONS LANDSCAPE: PLANTING PLAN FOR BRESSI RANCH LOT 10 PIZZA PORT PLANNING DWN BY LA CHKO BY RS ---- FIELD BY PAOJECTNO. CUP 11-05 DRAWING NO. 474·1L ' -r-- -.. ..... ' I I , I ' II • PLANTING NOTES A. REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATION, MULCHING AND OTHER PLANTING INFORMATION. 6. 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 OR INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. . E. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE, NOTIFY THE OWNER'S REPRESENTATI\IE IMMEDIATELY AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. F. LOCATION OF N,I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. G. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. H. ' I. J, K, L. ,M. N, ,0, P. Q, s. T, u. V. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION ~ HAVE SAMPLES TESTED BY SOIL AND PLANT LAB, (714) 282-8777, FOR SOIL FERTILITY, TAKE TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH. INSTALL SOIL PREPARATION AND BACK Fill MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHANGE ORDER FROM THE OWNER. SUBMIT SOIL REPORT TO LANDSCAPE ARCHITECT PRIOR TO PLANTING. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2% MINIMUM, 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. ANNUAL COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT AT TIME OF INSTALLATION. REQUEST RECOMMENDATION A MINIMUM OF 48 HOURS IN ADVANCE OF NEED FOR DELIVERY. 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. , W. 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. :SLOPE RE-VEGETATION NOTES i 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 90% 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 112 • GROUND COVER • ONE HUNDRED (100%) PEflCENT 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 #4 -TREES AND/OR LARGE SHRUBS • TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS)AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. SLOPES -6:1 OR STEEPER AND: A. 3' OR LESS IN VERTICAL HEl\)HT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. 8. 3' TO 8' IN VERTICAL HEIGHT°AEQUIRE STANDARDS #1, #2AND #3. C. IN EXCESS OF 8' IN VEATICA( HEIGHT REQUIRE STANDARDS #1, #2, #3 AND #4. AREAS GRADED FLATTER THAN 6:1 f!EQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: A. SHEET GRADED PADS NOT ~CHEDULED 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. NOTES A. ALL SHRUBS/ GROUND COVERS SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. E SHRUB & GROUNDCOVER SPACING 1----0 2 X DIA. OF ROOTBALL LEGEND: 1. WALL, FENCE OR TRELLIS, PER PLAN. 2. 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 PEA SPECIFICATIONS. 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. 9. ADJUST NURSERY STAKE TO LEAN AGAINST WALL FOR VINE SUPPORT. VINE PLANTING SECTION LEGEND: 1. LOCATE PLANTS WITH EQUAL SPACING AS INDICATED ON PLAN, TRIANGULAR SPACING. 2. 24" CLEAR VEHICLE OVERHANG ZONE - LOW (MAX. 8" HT.) GROUND COVER ONLY. 3. CURB 4. SPRINKLER HEAD -LOCATE BETWEEN PARKING STALLS WHENEVER POSSIBLE - MAX. 6" POP-UP WHEN LOCATED IN VEHICLE OVERHANG ZONE. 5. VEHICLE 6. 1/2 SPACING FOR SPECIFIED PLANT MATERIAL PLANTING AT PARKING EDGE Smith Consulting Architects 12220 El C1mino Re-al Suite 200 s,:in Oia,;;ioCalifornia 92no 18581783-4777 Fax 18581793·478l' I I @6 • • PIAN VIEW • 2 X DIA. OF ROOTBALL '----17 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. 5, 6. 7. 8. AMENDED BACKFILL MIX-SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. FERTILIZING TABLETS PER SPECIFICATIONS ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. EXISTING SOIL "CROWN" OF PLANT-MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. C SHRUB PLANTING NOTTO SCALE ®---! I • IJ I ..., PRC~ PLAN VIEW 2 X DIAMETER OF ROOTBALL SECTION TREE PLANTING & STAKING PREVAILING WINO ) ~ 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 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. NOTTO SCALE STAKE LOCATIONS -PLAN VIEW LEGEND 1. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT 2. PERMANENT WATERING BASIN-MIN. 6" DEPTH 3. EXISTING SLOPE 4. AMENDED BACKFILL MIX -SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS 6. ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. 7. EXISTING SOIL 8. "CROWN" OF PLANT -MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. 9, FINISH GRADE OF SLOPE AFTER PLANTING -SHALL NOT EXCEED 1 :1 GRADIENT. INSTALL EROSION CONTROL FABRIC AS REQUIRED TO CONTROL EROSION DURING PLANT ESTABLISHMENT. SEE SPEC. 2X DIA OF ROOTBALL SECTION LEGEND: 1. BLACK RUBBER "CINCH-TIE" (4 TYP.), PEA 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. 0 SHRUB PLANTING ON SLOPE NOTTO SCALE TREE PLANTING & STAKING ON SLOPE NOTTO SCALE R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com "AS-BUILT" LA. EXP. REVIEWED BY: INSPECTOR DATE DATE REVl,IONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASSl. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPL,MENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PL.ANNINO DEPARTMENT LANDSCAPE PLANTING DETAILS FOR BRESSI RANCH LOJ' 10 PIZZA PORT APPROVE;;11 <..."t-tU-"jt <1'-s.. 't, PLA~NING DATE DWN BY LA PROJEOTNO. DRAWING NO. CHKO BY RS rlEl.ll BY CUP 11-05 474-1L ., .... ....... ~ 0 ..... 1-) f'J 11 111 i i ' I I ' ' i 11 i I I ' i I i i ' i i I I ; i i ' , I I I I ! i I ' I I I SECTION 02514 rORllAND CEMENT CONCRETE PAVING Port 1 -GENERAL 1.01 WORK INCLUDED A. Concrete paving, mow strips, steps, walls. B. Reinforcement. C. Surface finish. D. Special Curing. \.02 WORK INSTALLED BUT FURNISHED UNDER OTHER SECTIONS A. Section 03251 -Expansion and Contraction Joints. 1.03 RELA TEO WORK 1.04 A. Section 02211 -Rough Grading: Preparation of site for paving. B. Section 02223 -Backfilling: Compacted fill for paving. REFERENCES A. B. c. ACI 301 -Specifications for Structural Concrete for Buildings. ANSI/ASTM A185 -Welded Steel Wire Fabric for Concrete Reinforcement. 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 F. ASTM C94 Concrete Aggregates. Ready Mixed Concrete. G. ASTM C150 -Portland Cement. H. ASTM C260 I. ASTM C309 J. ASTM C494 Air-Entraining Admixtures for Concrete. Uquid Membrane-Forming Compounds for Curing Concrete. Chemical Admixtures for Concrete. K. FS TT-C-800 -Curing Compound, Concrete, for New and Existing Surfaces. 1'.05 QUALITY ASSURANCE I A. Perform work in accordance with ACI 301. B. Obtain materials from same source throughout. 1f 06 TESTS A. Testing ond analysis will be performed under provisions of the UBC, current edition. 8. Make available proposed mix design of each class of concrete to appointed firm for review prior to commencement of work. C. Testin<;i firm will take c}'iinders and perform slump and air entrainment tests In accordance with ACI 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 closs 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. I G. One slump test will be taken for each set af test cylinders taken. 1.07 SUBMITTAL$ A. Submit product data under provisions of the USC, current edition. 8. Include data on integral color, admixtures, and curing compounds. C. Submit manufacturer's instructions. 1.01;3 SAMPLES I 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. P1rt 2 -PRODUCTS 2.101 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. Con form to ACI 301. B. Wood or Steel form material, profiled to suit conditions. 2.0J 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 ks! yield grade, plain steel, uncoated finish. E. S)flthetic Reinforcing Fibers: 1. Engireered S)flthetic reinforcing fibers shall be 100% Polyprop}'iene, collo1ed, fibrillated fibers with the following properties: Specific Gravity: 0. 9 Modulus of Elasticity: 0.5 to 0.7 x 1000 ksi Tensie Strength: 80 to 110 ksi Lengti: 0.5 inch 2. The approved monufacturer or distributor shall provide the services of a Quoli'led Technlcion for a pre-job meeting and initial Job Stort-Up. 3. Manurocturer shall be Fibermesh inc., (619) 259-0901 or approved equal. 4. Fibers shall be added only at the concrete botch plant to assure unifo1m and complete dispersion of the collated-fibrillated fiber bundles into single monofilaments within the concrete. 5. Add :o the concrete mix at the rote of 1.5 lbs per cubic yard of concrete. 6. Subnit concrete receipt from batch plant to Owner, showing name of manufacturer and rate of application for fibers. 2.04 ACCESSORIES A. Pre-emergent Herbicide: Surflon B. Curing Ccmpound: FS TT-C-800, Type 1, 30 percent solids; ASTM C309, Ashford Formula. C. Liquid Su1face Sealer: ProSoCo Kure/Seal. D. Integral Color (Non-Immersion Conditions): L. M. Scofield Chromix. E. Patch Bond: Weld-Crete. F. Lithochrorne color hardens: L.M. Scofield. 2.05 ADMIXTURES A. Air En trailment: ASTM C260. B. Chemicoi Admixture: ASTM C494. 2.06 CONCRETE MIX A. Mix concnte in accordance with ASTM C94. B. Provide concrete with the following characteristics: -ComprEssive Strength at 28 days: 2500 psi. C. Use accelirating 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 opproved by Owner. E. Add air entraining agent to concrete mix for concrete work as necessary. Part 3 -EXECUTICN 3.01 INSPECTION A. Verify corrpacted 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 stbgrode and/or base to minimize absorption of water from fresh concrete. 8. Apply pre-emergent herbicide, per manufacturer's specifications, to soil surfoce bElow all areas to receive concrete. If using base material, opply to subgrade prior to installing base. c. Notify Lanfacope Architect and Owner m1n1mum 24 hours prior to commencB'Tient of concreting operations. 3.03 FORMING A. Place and secure forms to correct iocotron, dimension, and profile. Obtain layout approval prior to pour. B. Assemble formwork to permit easy stripping and dismantling without damaging :oncrete. Use of permanent concrete screed is permissible. C. Place joint fillers vertical in position, in straight lines. Secure to formwork during corcrete placement. 3.04 REINFORCEMENr A. Place reinforcement. 8. Interrupt ninforcement at expansion joints. C. Place reinforcement to achieve slob and curb alignment as detailed. 0. Provide dofelled joints at interruptions of concrete with one end of dowel set in copped sleeve to allow longitudinal movement. 3.05 FORMED JOINTS A. Place exp01sion joints ot 20 foot intervals unless otherwise shown to correct elevation 01d profile. Align curb, gutter, and sidewalk joints. 8. Place expa,sion joint between paving components and building or other appurtenarces. C. Provide co1trol joints at maximum 5 foot intervals of paving unless otherwise 5hown. 3.06 PLACING CONCRETE A. Place conc·ete in accordance with ACI 301. 8. Hot Weathff Placement: ACI 301. 'Smith Consulting Architects 12220 El Camino Raal Suite 200 S:rn Oici,Jo California 9:2.1'.30 1858179'.l-4777 Fax 1858118'.l-4787 D. Ensure reinforcement, inserts, embedded ports, and formed joints ar1 not disturbed during concrete placement. E. Place concrete continuously between predetermined construction join1s. 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 cost in place elements, settle corcrete by vibration to eliminate honeycombs. Concrete with visible honeycombs will be rejected. I. Tolerances in horizontal alignment of hardscope elements such as pcving 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. 8. Curbs, Swales and Gutters: Ught broom. C. Place curing compound on exposed concrete surfaces immediately of:er finishing. Apply in accordance with manufacturer's instructions. D. Finishes: 1. General - Compact ond tamp concrete as specified herein (unless retordan·. finish is specified), to bring 3/8 inch of mortar to surface, float with wood screeds and floats only, and opply following finishes after surface by floo·.ing. Do not use steel or any plastic screeds, floats or "Fresno" for initial flooting and screeding operations. 2. Ali concrete finishes shall be as listed on the Drawings. Finishes are os follows: o. Rough Trowel Swirl Finish - Provide rough trowel finish to slob surfoces. After placing slobs, consol!date surface by floating to a uniform, smooth, gronuicr texture. b. Scratch Finish - Provide scratch finish to slob surfaces that are to receive mJrtor setting beds for precast tile povers as noted on Drawings. c. Steel Trowel Finish - After surface water disappears and floated surface is sufficie1tly hardened, steel trowel and re-trowel to smooth, dense, hard finish. After concrete has set enough, re-trowel to o smooth, unifo·m finish free of trowel marks or other blemishes. Avoid excessive trcweling that produces burned areas. d. Sandblast Finish - i. All work shall conform to applicable OSHA and EPA stanoords. ii. Contractor shall schedule this work to be executed with as little conflict with other trodes os possible. If necessary, Coniroctor shall be responsible for the protection or masking of adjacent surfaces. iii. Test areas for sample of blasting will be established whe1e surfaced will not be left exposed. Landscape Architect shall be present ot time of sample blasting and approve the desired finish. iv. Care shall be token to protect all adjacent surfaces from damage which ore not receiving sandblasting. v. Sandblasting shall be accomplished using qualified workmEl'l familiar with the proper technique. vi. Sandblasting work shall be by the dry-sand method, utili,ing appropriate equipment and adequate air pressure. Abrasi~es shall be washed silica sand free from salt, clay or other foreig1 materials. Nozzle position during the operation shall be os determined in the makin9 of the approved samples. vii. All concrete areas requiring patching shall be patched, wi.h all rough spots and unevenness in the concrete surface grollld smooth before the sandblasting operation is begun. viii. Wash down concrete sandblasted surfaces promptly to renove sand and dust. Upon completion, remove from site all surplus and waste materials. a. Retordont Finish - i. Concrete Mix Design: An extreme!).'. coarse mixing contoirs the greatest possible percentage of 3/8" top size aggregate md o 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 c01solidated so os to completely fill all spaces in the forms. Tomperi1g will not be permitted because the aggregate must remain ne~r the surfoce for later exposure. Apply a wood float finish which will permit 3/16" of aggregate exposure. iii. Application of Retarder: As soon os the following hos bren completed, apply the retarder and "Lithotex" by l.M. Scofeld (213/725-7112) per Scofield' s Application Instruction T -21)3.03. Once the retarder hos been applied, cover the surface with plastic sheeting or curling paper to achieve deeper aggregate re\13ai. iv. Aggregate Exposure: The retarder should be removed be1ween eight and twenty hours after placement by sondblosting o· with a coarse-fibered or rust resistant wire scrub brush and jet of water. A clean sealer shall be applfed so that the surface shall be covered after aggregate exposure with new, non-staining paper. f. Lithochrome color hardener: monufactured by L.M. Scofield Canpony. The grade shall be heavy duty. The color shall be per pion. Color-Hardened Concrete System: All concrete flotwork and idjocent vertical surfaces designated in the plans or specifications as laving a colored and hardened surface shall be color-hardened with 'Lithochrome' color hardener, o dry-shake hardener manufactLred by L.M. Scofield Company, Los Angeles CA 90040, (800) 222-4100, (213) 723-5258. It shall be applied per manufactures recommendations in occcrdance with Scofield s Tech-Doto Bulletin A-104. The finish sholl be as designated in the finish schedule. E. Concrete Surface Sealer: Surface Sealer: All concrete that hos either been sandblosted or retordant 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 aggre9.ote surface with o mild muriatic acid solution (usually o 10: 1 dilution) that hos 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 has cured at least o month, the concrete surface shall be thoroughly washed with fresh, clean water. After surface is thoroughly dried, apply one coot of Aqua-Mix Penetrating Sealer (213) 946-6877, ot the rate of 200 SF per gollon. Allow 24 hours before applying water to verify if water beads. If not, apply o 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 dote, location of pour, quantity, air temperature, and test samples token. 3.09 PROTECTION A. Immediately after placement, protect concrete under from premature drying, excessive hot or cold temperatures, and mechanical injury. ENO OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. A.ANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLE~ENTATION IN FIELD. CITY OF CARLSBAD 11aHEa,a 1 PL.ANNINO DEPARTMENT 17 R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com L.A. EXP. REVIEWED BY: INSPECTOR DATE DATE Br DESCRIPTION APP'D DATE REVISIONS LANDSCAPE SPECIFICATIONS BRESSI RANCH LOT 10 PIZZA PORT APPROVED ts:-€[ C? ~ll.A ~ G;;i • )'t., PLANNING DATE OWN BY LA PROJECT NO. DAAWINQNO. CHKD BY RS CUP 11-05 474-1L rl£LD BY l'L1t, ,..., 0 ✓1:, ...... ~ , I I I I ' i 11 11 11 I I· 11 I 11 • : 11 l ,: ' 11 , ' ! : . ' ,1: 11 11 1 I 11 , l I I I I 11 11 ' 11 ' ' i' ! : '' 11 ! : : 11 ! ' 11 ' ' ' ' I I !, i: I 11 I 11 11 11 11 I, I ' ' '' ' I ' ' : i 'I I I I ,,, SECTION 02811 LANDSCAPE IRRIGATION SYSTEM RECLAIMED WATER Note: In cose of conflicts, Carlsbad Municipal Water District Standard specifications shall take precedence. Part 1 -GENERAL 1.01 SUMMARY A. It ls the Intent of the specifications and drawings that the finished system ls complete in every respect and shall be ready for operation satisfactory to the Owner. B. The work shall include all materials, labor, services, transportation, and equipment necessary to perform the work as Indicated on the drawings, in these specifications, and as necessary to complete the contract. 1.02 CONSlRUCTION DRAWINGS A B. C. Due to the scole of the drawings, it is not possible to indicote oil offsets, fittings, sleeves, etc. which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and pion hfs work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be Installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specif!cotlons. When an item is shown on the plans but not shown on the speciflcotlons or vice verso, it shall be deemed to be as shown on both. The Architect shall hove final authority for clariflcotion. When a conflict occurs between on item shown on the pion and as shown on the speciflcotlons, the Architect shall have final authority for clarification. 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 hove been considered In engineering. Such obstructions or differences should be brought to the attention of the Architect as soon as detected. In the event this notification Is not performed, the Irrigation Contractor shall assume full responsibility for any revision necessary. 1.03 QUALITY ASSURANCE A. Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and who shall be thoroughl,Y familiar with the type of materials being installed and the manufacturers recommended methods of installation and who shall direct all work performed under this section. B. Manufacturer's directions and detailed drawings shall be followed In all cases where the manufacturer of articles used in this contract furnishes directions covering points not shown in the drawings and specifications. C. All local, m1,micipal 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 same. However, when these specifications and drawings coll 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 toke precedence. D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no additional cost to Owner. E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public authoriUes, verify permits secured or arrangements made by others affecting the work of this section. 1.04 SUBMITTALS 2. 4. 1. 2. 3. A. Materials List: 1. After award of contract and before any irrigation system materials ore delivered to the job site, submit to the Owner a complete list of all irrigation systems, materials, or processes proposed to be furnished and installed as part of this contract. Show manufacturer's name and catalog number for each item, furnish complete catalog cuts and technical data, furnish the manufacturer's recommendotlons as to the method of installation. .3. No substitutions will be allowed without prior written acceptance by the Architect or Owner's authorized representative. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. 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. Provide a written statement indicating the reason for making the substitution. Provide catalog cut sheets, technical data, and performance information for each substitute item. Provide in writing the difference in installed price if the item Is accepted. 1.05 EXISTING CONDITIONS A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, electrical supply, and telephone line connection to the irrigation system. B. C. D. E. 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. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as ore commonly encountered under~round 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 relocotlons. The Irrigation Contractor will proceed in the same manner if o rock layer or any other such conditions ore encountered, 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. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. 1.06 INSPECTIONS A. The Contractor shall permit the Architect and Owner's authorized representative to visit and inspect at all times any port of the work and shall provide safe access for such visits. B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Architect, Owner's authorized representative, and/or governing agencies. The Irrigation Contractor shall be solel! responsible for notifying the Architect, Owner, and governing agencies, a mininum 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, i' so ordered, uncovered at the Irrigation Contractor's expense. C. Inspections will be required for the following at a minimum: 1. Svstem layout 2. :l'ressure lest 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. "incl inspection prior to start of maintenance period 5. Final acceptance D. Site observations and testing will not commence without the record drawings as P"epared by the Irrigation Contractor. Record drawings must complete and up b date for each site visit. E. Work which foils testing and is not accepted will be retested. Hourly rates and expenses of the Architect, Owner's authorized representative, and gove-ning agencies for reinspectlon or retesting will be paid by the Irrigation Contractor at no additional expense ta Owner. 1.07 STORAGE AND HANDLING A. Use oil means necessary to protect irrigation system materials before, during, and ofter installation and to protect the installation work and materials of all othe-trades. In the event of damage, immediately make oil repairs and replccements 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 plastlc pipe and flttirgs under cover until ready to instoll. Transport plastic pipe only on o vehlde with a bed long enough to allow the pipe ta lay flat to ovoid undue bencing and concentrated external load. 1.08 CLEANUP AND DISPOSAL A. Disp~se of waste, trash, and debris in accordance with applicable lows and ordinances and as prescribed by authorities having jurisdiction. Bury no such wasle material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove ond dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do 10 by the Owner's authorized representative. B. At 1he time of completion the entire site will be cleared of tools, equipment, rubtish and debris which shall be disposed of off-site in a legal disposal area. 1.09 TURNOVER ITEMS A. B. C. Rec~rd Drawings: 1. Record accurately on one set of contract drawings all changes in the work constituting departures from the original contract drawings. 2. The changes and dimensions shall be recorded in a legible and workmanlike manner to the satisfaction of the 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, sldewolks, curbs, etc. shall be shown. Data on record drawings shall be recorded on a day to day basis as the froject is being installed. All lettering on drawings shall be minimum /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 cs-built information and dimensions to a clean set of bond prints, using red, waterproof ink. Cortroll er Charts: 1. Record drawings must be approved by Architect and/or Owner's authorized representative before charts ore 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. 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 nstalled 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 all equipment. c. Spare ports lists and related manufacturer information for all equipment. Smith ¢on suiting · Architects 1;?220 El C;mlino ReL1I Suite 200 I San 0,id•:JO California 921'.',0 i 1858,J,?s'l-477' ,Fax (8581'798-4187 1. 2. the D. Equipment: Supply os a port of this contract the following items: a. Two (2) wrenches for disassembly and adjustment of eac, type of sprinkler head used in the irrigation system. b. Three 3O-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 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. The above equipment shall be turned over to Owner's authorized repr,sentative at final inspectron. with 1.10 COMPLETION A. B. C. D. At the time of the pre-maintenance period inspection, the Landicape Architect, Owner's authorized representative, and governing agencies will insf ect the work, and if not accepted, will prepare a list of items to be complete, 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 l:y the Architect, Owner's authorized representative, and governing agencies. The Owner's authorized representative shall hove final authority m oil portions of the work. After the system has _bee!" completed,. the Contro~tor shall instruct. ~wn~r•s authorized representative in the operation and maintenance of the 1rrigat1on system and shall furnish a complete set of operating and maintenance in structlon s. 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 inclide the complete restoration of all damage to planting, paving or other improvem~nts of any kind as a result of the work. 1.11 GUARANTEE A. B. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects and fault of mate·ial and . workmanship, including settling of backfilled areas below grade, ·or a period of one (1) year following the filing of the Notice of Completron. Should any problem with the irrigation system be discovered wit1in the guarantee period, it shell be corrected by the Contractor at no additional expense to owner within ten (10) calendar days of receipt of written notice from Owner. When the nature of the repairs, as determined by the 1)wner, constitutes an emergency (i.e. ~roken pressure line) the Owner nay pr~cE:ed to make repairs at the Contractors expense. Any and all damages to existing improvement resulting either from faulty materlal:3 or workmanship, o! from the necessary repairs to correct same, shall be repaired to the satsfoct1on of the Owner by the Contractor, all at no additional cost to the Owner. Guarantee shall be submitted on Contractors own letterhead as follows: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system Vfe hov1 furnished and installed is free from defects in materials end workmanship, and the work has been completed in accordance with the drawings and specificaticns, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from date Jf filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no ,idditional cost to the owner. We shall make such repairs or replacements within IO calendar days following written notification by the owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from owner, we authorize the owner to proceed to hove sold repairs or replacements made at our expense and we will pay the costs 01d 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 a, the drawings and specifications. Materials or equipment installed or furnished thal do not meet Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. 2.02 PIPE A. Pressure supply line from point of connection through basket strainer unit shall be Type "K" copper or brass pipe. B. Pressure supply lines 2 inches in diameter and up to 3 inches in diameter downstream of basket strainer unit shall be Closs 315 solvent weld PVC. Piping shall conform to ASTM D2241. C. D. Non-pressure lines 3/4 inches in diameter and larger downstreim of the remote control valve shall be Class 200 PVC. Non-pressure lines 1" and larger to conform to ASTM D2241. Reclaimed water PVC pipe to be color coded "purple" in color Jnd marked on two sides with reclaimed water warning statements "CAUTION -RECLAIMED WATER". Reclaimed water piping must be accepted by the locil reclaimed water governing agencies. Reclaimed water PVC pipe shall use stoncbrd Sch. 40 PVC fittings. Reclaimed Water PVC pipe to be Brownline "Alertline" or equal. 2.03 METAL PIPE AND FITTINGS A. Bross pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. B. Fittings shall be medium brass, screwed 125-pound class. C. Copper pipe and fittings shall be Type "K" sweat soldered. 2.04 PLASTIC PIPE AND FITTINGS A. Pipe shall be marked continuously with monufact~rer's nor:-ie,. nominal pi~e size, schedule or class, PVC type and grade, Not1onol Son1tat1on Foundation approval, Commercial Standards designation, and date of extrusion. 8. c. D. E. F. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2241 or ASTM D1784. 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 improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated. All fittings shall conform to ASTM D2466 and D2467. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. All solvent cementing of plastic pipe and fittin~s shall be a two-step process, using primer and solvent cement applied per the manufacturer's recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM D2564 and ASTM D2855. When connection is plastic to metal, female adopters shall be hand tightened, plus one turn with a strop wrench. Joint compound shall be non-lead base Teflon paste, tape, or equal. 2.05 BASKET STRAINER A. The basket strainer unit shall be of the manufacturer, size, and type indicated on the drawings. B. The basket strainer unit shall be installed in accordance with the requirements set forth by local codes. 2.06 VALVES A. Gate Valves: 1. Gate valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Gate valve shall hove 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 ta 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 hove 3/4 female threads opening at base, with two-piece body. Valves to be operated only with a coupler key, designed for that purpose. Coupler key Is inserted into valve and a positive, watertight connection shall be mode between the coupler key and valve. Hinge cover shall be the locking type constructed of brass with a rubber-like vinyl cover. Vinyl quick coupler cover to be purple in color with the words "WARNING -RECLAIMED WATER -DO NOT DRINK" permanently marked on the lid. C. Automatic Control Valves: 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Automatic control valves shall be electrically operated. D. Anti-drain Valves: 1. Anti-drain valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Anti-drain valves shall hove 18-8 stainless steel springs and valve stems with Buno-N seals. 3. Anti-drain valves will have threaded connections the size of the riser or pipe they are to be installed onto, or the next available size. No slip connection anti-drain valves are allowed. 2.07 VALVE BOXES A. Valve 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 permonent!J 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. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. F:EVISIONS MUST BE APPROVED BV PUBLIC HEALTH ENGINEER, /,SST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO MPLEMENTATION IN FIELD. CITY OF CARLSBAO PLANNING DEPARTMENT R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Sulla 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com L.A. EXP. REVIEWED BY: INSPECTOR DATE l).TE SY DESCRIPTION DATE REVISIONS APP'D LANDSCAPE SPECIFICATIONS BRESSI RANCH LOT 10 PlZZAPORT APPROVED ./, U ti::..1: Cr· ~u ... ., PLANNING OWN BY LA CHKD BY RS FIELD BY PFIOJEOTNO. CUP 11-05 DATE DRAWINQNO. 474-1L i I ' ' 2.08 2.09 D. E. Valve box extensions shall be by the some manufacturer os the valve box. 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~ shall be 1 o• circular size. Valve box covers shall be marked with either "GV" or "QCV" "heat branded" onto the cover in 2-inch high letters/numbers. AU TOMA TIC CONTROLLER A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. 8. Automatic controller enclosures shall be of the manufacturer, size, and type indicated on the drawings, Enclosure shall be vandal-resistant, ventilated and waterproof. ELECTRICAL A. All electrlcol equipment shall be NEMA Type 3, waterproofed for exterior installations. 8. All electrical work shall conform to local codes and ordinances. 2,1() 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. 8. Connections shall be either epoxy-sealed packet type or Penn-Tite connectors. C. Ground wires shall be white in color. Control wires sholl be red (where two or more controllers are used, the control wires shall be a different color for each controller. These colors shall be noted on the "Record Drawings" plans located on controller door). 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. 8. Pop-up heads and riser heads shall be used as indicated on the drawings. C. Pop-up heads and gear driven rotors used on reclaimed water systems shall have a color coded purple cop with reclaimed water warnings embossed on the top surface. Riser heads shall have a self adhesive reclaimed water sticker placed on the riser directly below the sprinkler body. All reclaimed water warnings shall be in English and Spanish and have the international symbol for "Do Not Drink". All reclaimed 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 J.01 SITE CONDITIONS A. Inspections: 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work ls complete to the point where this Installation may properly commence. 2. Verify thot irrigation system may be installed in strict accordance with oil pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's recommendations. B. Discrepancies: 1. In the event of discrepancy, immediately notify the Architect or Owner's authorized representative. 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. C. Grades: 1. Before starting work, carefully check all grades to determine that work may sofely proceed, keeping within the specified materlal depths with respect to finish grade. 2. Final grades shall be accepted by the Engineer before work on this section will be allowed to begin. D. Field Measurements: 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor shall coordinate the installation of all irrigation materials with all other work. 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under this sectron. 3. l;'.xercise extreme core in excavating and working near existing utilities. Controctor shall be responsible for damages to utilities which ore caused by his operations or neglect. E. Diagrammatic Intent: The drawings are essentially diagrammatic. The size and location of equipment and fixture,;i are drawn to scale where possible. Provide offsets in piping and changes in equipment locations as necessary ta conform with struclures and to avoid obstructions or conflicts with other work at no additional expense to Owner. F. Layout: 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventer, and automatic controller. 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. 'Where piping ls shown on drawings under paved areas, but running parallel and adjacent to planted areas, Install the piping in the planted areas. G. Water Supply Con,ecllons to, or the installation of, the water supply shall be at the locctions shown on the drawings. Minor changes coused by actual site conjitions shall be made at no additional expense to Owner. H. Electrical Service: 1. Connections ta the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. 2. Contractor shall make 120 volt connection to the irrigation controllers. Electrical power source to controller locations shall be provided by others. 3.02 TRE'ICHING 3.03 3.04 A. Exc,ivations shall be straight with vertical sides, even grade, and support pipe con:inuously on bottom of trench. Trenching excavation shall follow layout indkated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below subirade. 8. C. D. E. A. 8. C. D. E. A. 8. C. 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 beheen pipes. BACKFILLING Backfill material on all lines shall be the same as adjacent soil free of debris, litt€r, and rocks over ½-inch in diameter. Ba;kfill shall be tamped in 4-inch layers under the pipe and uniformly on bath sides for the full width of the trench and the full length of the pipe. Backfill malerlols shall be sufficiently damp to permit thorough compaction, free of voics. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. Flcoding 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. PIPNG Pipng under existing pavement may be installed by jacking, boring, or hydraulic dn..,;ng. No hydraulic driving is permitted under asphalt pavement. Cutting or breaking of existing pavement is not permitted. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs and reaming. Install pipe with all markings up for visual inspection and verification. D. Renove all dented and damaged pipe sections. E. F. G. H. I. All lines shall hove a minimum clearance of 6 inches from each other and 12 inches from lines of other trades. Par:illel lines shall not be installed directly over each other. In iolvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's recommended methods incl,ding 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. Certerload all plastic pipe prior to pressure testing. J. All threaded plastic-to-plastic connections shall be assembled using Teflon tap~. K. For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe dope an all threaded plastic-ta-metal connections, except whire noted otherwise. All plastic-to-metal connections shall be made with plastic female adapters. L. All solvent weld mainline piping is to be secured with minimum one cubic foot thrust blocks at all directional changes. Bell and gasket pipe to have a Lee-nco joint restraint system installed on all fittings in lleu of thrust blocks. 3.05 COIITROLLER A. The exact location of the controller shall be approved by the Landscape Arciitect or Owner's authorized representative before installation. The electrical ser1ice shall be coordinated with this location. 8. The Irrigation Contractor shall be responsible for the final electrical hook up to the irrigation controller. C. The irrigation system shall be programmed to operate during the periods of mirimal use of the design area or in accordance with the irrigation schedule pro(ided. 3.06 CONTROL WIRING A. Lov voltage control w1nng shall occupy the same trench and shall be installed along the some route as the pressure supply lines whenever possible. 8. Where more than one wire is placed in a trench, the wiring shall be taped together in a bundle at intervals of 10 feet. Bundle shall be secured to the manline with tape at intervals of 20 feet. $mith Consulting Architects 12:220 El Camino Real Suite 200 S:';n OidJO California 921'30 1858118'.l-4777 Fax 1858179'.l-4787 C. All connections shall be of an approved type and shall occur in a valve box. Provide an 18 Inch service loop at each connection. D. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches shall be provided at each remote control valve. E. A continuous run of remote control valve. prior approval. wire shall be used between a controler and each Under no circumstances shall splice be used without F. Pull boxes for the low voltage control wires shall be proviced at a spacing of 480 feet on center along the wire route. An expansior loop of 24 inches shall be provided at each control wire pull box. 3.07 VALVES A. Automatic control valves, manual valves, 9ate 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 ~ravel backfill, 3 cubic feet minimum. Valve boxes shall be instilled with their tops 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 dro~ings. 8. Install basket strainer at location approved in the field and at height required by local codes. 3.10 SPRINKLER HEADS A. Sprinkler heads shall be installed as indicated on the drawings. 8. Spacing of heads shall not exceed maximum indicated on the drawings. C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. D. Pop-up sprinkler heads shall not be installed using side oJtlet openings. 3.11 MISCELLANEOUS EQUIPMENT A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. 8. Quick coupler valves shall be set approximately 12 inches from walks, curbs, header boards, or paved areas where applicable. C. Unless designed as an integral part of the irrigation head, anti-drain valves will be installed under every head. The anti-drain valve viii be the some diameter as the riser and be integral to the riser assemby. 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 ~e opened and a full head of water used to flush out the lines and risers. 8. Sprinkler nozzles shall be installed after flushing the syst:m has been completed. 3.1 J ADJUSTING THE SYSTEM A. Contractor shall adjust valves, align heads, and check co,erage of each system prior ta coverage test. 8. If it is determined by the Architect or Owner's outhorizec representative that additional adjustments or nozzle changes will be reqlired to provide proper coverage, all necessary changes or adjustments shill 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. 8. 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 siall perform a coverage test of each system in its entirety to determine if the water coverage the planted areas is complete and adequate in the preser.ce of the Architect. for 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 hos 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 oil intended plantings. 3.16 COMPLETION CLEANING Cleon-up shall be made as each portion of the 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 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, Ai'ST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IM'LEMENTATION IN FIELD. CITY OF CARLSBAD PL.ANNINO DEPARTMENT R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com L.A. REVIEWED BY: INSPECTOR DATE EXP. DATE APPROVED PLANNING 0A"E BY DESCRIPTION APP'D OWN BY CHKD BY REVISIONS FIELD BY LANDSCAPE SPECIFICATIONS BRESSI RANCH LO'f 10 PIZZA PORT ~i( l1. t\.l~fJ' 't-1.•lt.- DATE LA PROJECT NO. DRAWING NO. RS CUP 11-05 474-1L ....... -~ ~ -1) ..c '1 ...c., I -I' ........ l/\ I !I I ,-r·· SECTION 02950 LANDSCAPE PLANTING Port 1 -GENERAL 1.01 WORK INCLUDED A. Soil Preparation. B. Planting. c. Stoking. D. Sodding. E. Clean up. 1.02 RELATED WORK A. Section 02811 1.03 QUALITY ASSURANCE Landscape Irrigation System. A. Source Quality: 1. Submit documentation at least 60 days prior to planting that all plant materials are ovoiloble, Materials ore subject to inspection ofter confirmollon of ordering. 2. Materials are subject to in spectlon at place of growth and upon delivery, for conformity to specifications. Inspection, approval and rejection con also take place at other times during progress of work. 3. Request, in writing, inspection of plant materials at place of growth. Identify place of growth, and quantity of plants to be inspected. 4. As described in the planting notes for tree tagging, the Architect may opt to either visit the tree nursery or review photographs submitted by the Contractor. In either case visit the nursery and select trees conforming to specificotrons prior lo review by the Architect. 1.04 SUBMITTALS A. Prior to installation submit for review and approval specifications and product information on items being used on project. Submit bound with list of items as cover sheet. Con form to Section 01300. 1.05 DELIVERY, STORAGE AND HANDLING A. Deliver fertilizer to site in original unopened containers bearing manufacturer's guaranteed chemical analysis, name, trade mark, and conformance to State law. B. Provide copies of receipts for all amendments specified in these specifications or in the Soils Report. C. Deliver plants with legible Identification labels. Label trees, evergreens, bundles of containers of like shrubs and groundcover plants. State correct plant name and size Indicated on plant 11st. 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 desiccatron 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 instollotlon of underground irrigation system, utilities, piping and watering heads. 1.07 SAMPLES ANO TESTS A. Architect reserves the right to toke and analyze samples of materials for conformity to specifications. Provide samples for testing upon request. Remove rejected materials from site immediately upon rejection at no additional cost. Testing costs will be paid for by Owner if materials prove to be in compliance with specifications. B. Prior to amending soils, contractor shall have soil tested for agricultural suitability as described in planting notes. C. Provide 1 cubic foot sample of medium grind 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 ofter 90 day maintenance agreement expiration. Part 2 -PRODUCTS 2.01 MATERIALS A. The following organic, soil amendments and fertilizer are to be used for bid purposes only. Specific amendments and fertilizer will be selected and specified ofter rough grading operations ore complete and Contractor has hod soil samples tested. B. Provide standard, approved and first-grade quality materials, in prime condition when installed and occeP.ted. 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 on approved laboratory source illustrating compllonce, 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-potosh, 2.6-combined calcium, 1.6-combined sulphur, 0.35-iron elemental from ferrous sulfate. Provide in 21 gram tablets manufactured by Agriform, or other approved. 3. Hydroseeding Fertilizer: provide ammonium phosphate which consists of the following percent by weight and mixed by a commercial fertilizer supplier: 16-nitrogen, 20-phosphoric acid, 0-potash. 4. Pre-Sod fertilizer: Provide type consisting of the following percents by weight and mixed by a commercial fertilizer supplier: 16-hydrogen, 20-phosphoric acid, 8-potash. 5. Sulphate of potash: 0-0-50. 6. Single super-phosphate: Commercial product containing 18 to 20 percent ovo~oble 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 siete. Do not allow the sodium absorption ratio SAR to exceed 6. The ele;tricol conductivity (ECE) of the saturation extract cannot exceed 3.0 milimohs 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 wib these requirements, submit samples of soil for analysis prior to, and folbwing backfilling. G. Plait Materials: , 1. Provide plant materials in accordance with State Department of Agricultures regulation for nursery inspections, rules and ratings. Provide plants with a normal habit of growth, sound, healthy, vigorous and free from insect infestations, plant diseases, sunscalds, and other disfigurements. Ensure tree trunks ore sturdy and have well hardened systems and vigorous and fibrous root systems which ore not root or pot-bound. In the event of disagreement as to condition of root system, the root conditions of the furnfshed 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 ore 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. 2. Size of plants will correspond with that normally expected for species and variety of commercially available nursery stock or as specified on drawings. The minimum acceptable size of plants measured before pruning with the branches in normal position, must conform with the measurements specified in plant list. If OP.proved by The Owner, larger sized plants may be used, but without odd1tlonol cost. If larger plants are approved for use, the ball of earth or spread of roots for each plant will be increased proportionately. 3. Plants not meeting requirements of these specifications ore considered to be defective whether in place or not. They must be immediately removed and replaced with new acceptable and approved plants of the required size, species ond variety at no additional cost to the Owner. 4. Pruning: Do not prune, trim, top or alter the shape of trees or plants except as approved. 5. Provide plant material true to botanical and common name and variety as specified in Annotated Checklist of Woody Ornamental Plants in California, Oregon and Washington, r;,ublished by University of California School of Agriculture (latest edition). 6. Nursery Grown and Collected Stock: Grow under climatic conditions similar to those in locality of project; container-grown stock in vigorous, healthy condition, not root-bound or with root system hardened off. Use only liner stock plant material which is well established in removable containers or formed homogeneous soil sections. 7. Sod: Provide Marathon II or approved equal. 8. Select trees which ore aesthetically desirable and ore good examples of the species. Trees with goshes, misshapen trunks or branches, topped leaders, structural defects, badly crossed branches, or other visual defects will not be accepted. 9. Seed: Label seed and provide in sealed containers with signed copies from vendor certifying that each container is fully labeled in compliance with State Agricultural Code and is in compliance with minimum requirements of these specifications. Wet, moldy or damaged seed will not be permitted. Provide seed mix per pion. H. Hyjroseeding Fiber Mulch: Provide Hydro-mulch as manufactured by Conwed, or ofher approved equal, composed of wood cellulose fiber and containing no ge-minotion or growth inhibiting factors. Ensure a consistent texture whichdisperses evenly and remains suspended in agitated water. Provide with a tenporary green dye and the following percentage property analysis: moisture co,tent 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 caJocity (grams of H20 per 100grams of fiber) 1150 minimum. I. Hyjroseeding Additive (Binder): Provide Ecology Control-M-Binder organic seeding additive. J. G~ying and Staking Materials: 1. Wood Tree Stakes: lodge pole pine, full treated with Coppernophthonote 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. Smith Consulting Architects 12:22.0 El Camino Real Suite 200 San Oid•:JO California 92B0 1856)7',lC,-477,1 Fax 18581793-4781 2. Ties: Provide rigid tie stock No. CT, size corresponding to tree box size as manufactured by VIT Company or other approved. K. Tree Paint: Provide Morrison Tree Seal, Cabot Tree Paint, or other approved. L. Water: Provide clean, potable water. M. Mulch: Provide medium grind bark, consisting of organic, fibrous, woody bark mixture of varied particle size such that 90 to 100 p~rcent posses 1 inch sieve7 80 to 100 percent passes 1/2 inch sieve, and 20 to 60 percent posses 1 4 inch sieve, or approved equal. Mulch shall be free of contaminants and weed seed and shall hove a pleasant mlsty or moldy soil-like odor. Putrid, ammonia and sour-smelling matericls will be deemed unacceptable. Recycled construction materials will not be permitted. N. Wood Heoderboords: 1. Provide 2-inch by 4-inch pressure treated Douglas fir or redwood construction grade heoderboards. Make splices with 1-inch by 4-inch pieces no less than 12 inches long. Place 1-inch by 5-inch by 16-inch stakes at intervals of not more than 5 feet. Cut sto~es level and set below top of headerboords. 2. On sharp turns and curves, four ½-inch by 4-inch loniinoted boards, or two 1-inch by 4-inch laminated boards may be permilted. 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 one other properties. Place stokes 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 t·ee and with the top edge ½• above finish grade. Part 3 -EXECUTION 3.01 INSPECTION A. Obtain certification that final llrades to 1/10 foot hove be~n established prior to commencing landscaping operations. Provide for hcluslon 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 injJry, insect infestation and trees and shrubs for improper pruning. C. Do not begin planting of trees until deficiencies are correded or plants replaced. 3.02 PREPARATION A. Soil Preparation: 1. After proper finished grades hove been verified or estcblished, c~oss-rip all planting areas to a depth of 12•, condition and fertilize soil 1n accordance with recommendations of soil testing loboritory 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. AP.plication rotes 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 o·eos 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 ~!anting or maintenance. B. Final Grades: Make minor modifications to grade as may be necessary to establish required final grade. Ensure that finish grade provides proper drainage of the site and surface drainage is away from building. Final grades are to be 1 inch below adjacent paved areas, sidevolks, valve boxes, headers, clean-outs, drains, manholes, etc., or as shown ,n drawings or required by City. Eliminate erosion scars prior to commer,cing maintenance period. 3.03 PLANTING INSTALLATION A. General: 1. Perform actual planting only during those periods whe1 weather and _soil conditions are suitable and in accordance with locally Jccepted practice, as approved. 2. Distribute in planting areas only as many plants as ccn be planted and watered that same day. 3. Ensure that containers which ore opened and plants rimoved ore handled with care such that ball of earth surrounding roots is not broken and that plants ore planted and watered immediately. Do not open containers prior to placing plants in planting areas. 4. The irrigation system shall be operational and opprovej prior to planting. B. Pre-Plant Weed Control: 1. Use a non-selective systemic contact herbicide as recommended and applied by on approved licensed landscape pest contrd advisor and applicator. Leave sprayed plants intact for at least 15 days. 2. Clear and remove these existing weeds by mowing or grubbing off oil plant ports at least 2 inches below surface of soil owr entire areas to be planted. 3. After irrigation system is operational, apply water for 10 days as needed to achieve weed germination. Apply contact terbicides and wait as needed before planting. Repeat as required. 4. Maintain weed free site until acceptance by Owner. C. Loy-Out: Mark locations for plants and outlines of areas to be planted before any plant pits ore dug. Gain City approval. If underground construction or utility lines ore encountered in the excavation of plantin\l areas, other locations for planting may be selected by Owner. Accomplish layout with flogged grade stakes indicating plant names and specified container size on each stoke. Confirm location and depth of underground utilities and obstructions. D. E. F. Plantin\J of Trees and Shrubs: 1. Strip and stock approved excavation for plan!ing which Is. encountered within areas for trenches, tree holes, plant pits and planting beds. 2. Remove from site excess soil generated from planting holes and not used for backfilling. 3. Protect areas from excessive compaction when trucking plants or other materials to planting areas. 4. Provide excavated holes with vertical sides with roughened surfaces and of a size twice the diameter and 1-1/2 times the depth of the root ball for all trees and shrubs. 5. Cut cans on two sides with acceptable can cutter only. Do not injure root boll. Superficially loosen edge roots on three sides ofter removing from con. 6. Remove bottom of plant boxes before planting. Remove sides without damage to root ball ofter positioning plant and partially backfilling. 7. Center plant in pit or trench. 8. Face plants with fullest growth into prevailing wind. 9. Set plant plumb and hold rigidly in position until soil has been firmed around boll or roots. 10. Backfill container plants with: 6 parts by volume on-site soil 4 ports by volume organic amendment 1 pound 6-20-20 fertilizer mix/cu. yd. of mix 2 pounds iron sulfate per cubic yard of mix Note: The above is for bid purposes only. Specific backfill recommendations are made as a result of the soils testing described on the rlonting pion. 11. Raise al plants which settle deeper than the surrounding grade. After plant hos been r,loced, odd sufficient backfill to hole to cover approximately 1/2 of root ball. Add water to the top and thoroughly saturate root boll and adjacent soil. 12. After water hos completely drained, place planting tablets: 1 tablet per 1-gollon container 2 tablets per 5-gollon container 3 tablets per 15-gollon container 4 tablets per 24 inch box 5 tablets per 30 inch box 6 tablets per 36 inch box 7 tablets per 42 inch box 8 tablets per 48 inch and larger boxes Set planting tablets with each plant on top of root boll while plants are still in their containers so the required number of tablets can be verified. 13. Backfill remainder of hole and tamp firm. Construct an earthen basin around each plant ofter backfilling. Provide basin of depth sufficient to hold at least 2 inches of water. Construct basins with amended backfill. Remove basin in all turf areas ofter initial watering. 14. Limit pruning to minimum necessary. Remove injured twigs and branches. Pruning may not be done prior to delivery of plants. Point cuts over 3/4 inch in diameter with tree paint. 15. Slake trees immediately ofter 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. Planting Groundcover: , 1. Ensure that groundcover remains in the flats until transplanting. Flats soil must contain sufficient moisture so it will not foll apart when lifting plants. 2. Plant groundcovers in straight rows evenly spaced unless shown otherwise, and at intervals required by drawings. Use triangular spacing unless otherwise noted on drawings. 3. Plant each rooted plant with its proportionate amount of flat soil. Immediately sprinkle ofter planting until entire area is soaked to full depth of each hole. Protect plants from damage and trampling. Hydroseeding: 1. Install large trees and shrubs (5 gallon and larger) if they occur in hydroseeded oreos. 2. Install trees and shrubs (1 gallon) and groundcovers from flats if they occur in hydroseeded areas. 3. Provide seed mixes as shown on pion. 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 ~he absorption of moisture and rainfall to percolate to the underlying soil. 6. Prepare the slurry at the site by first adding water to the tonk when the engine is at half throttle. Vvhen water level hos reached height of agitator shaft, provide full circulation, then add seed, followed by fertilizer, then mulch. Only add the mulch to the mixture ofter 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 tank is full. 7. Spray with uniform visible coot by using the green color as a guide. Apply the slurry in a sweeping motion, in on arched stream so as to foll like rain allowing the wood fibers to build on each other until o good coat is achieved and the material is spread at the required rotes. 8. Remove slurry not used within two hours from the site. 9. Fill out the doily 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. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" FEVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, .ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD Pl.ANNINO DEPARTMENT II SH~1~•S 1 R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine, CA 92618 Tel 949 387 1323 www.ridgela.com DATE LA. ______ EXP. REVIEWED BY: D,TE BY INSPECTOR DATE APPROVED PLANNING DESCRIPTION .t.PP'D DWN BY CHKD BY REVISIONS r1no BY LANDSCAPE SPECIFICATIONS BRESSI RANCH LOT 10 PIZZA PORT ~j( &, 01.,1f Cf. ,._ ,Jt, DATE LA PROJECT NO. DRAWING NO. RS CUP11-05 474-1L Ht,. -t: -.1 .J: \ -r- ...... 0 ....J -~ (" i ii G. H. 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 oppllcotlon of hydro-mulch, wash excess material from previously planted materials and architectural features. Avoid washing or eroding mulch materials. 12. 13. 14. Ensure that application equipment has 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. Slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which will frovide a continuous non-fluctuating discharge. Capacity requirement is ,500 gallons, mounted on a traveling unit, either self-propelled or drowin~ by a separate unit which will place slurry tank and nozzles within sufficient proximity of areas to be seeded. Hydraulic equipment used for pesticide applications shall consist of a clean 150 gallon capacity fiberglass tonk, complete with mechanical agitation. Pump volume shall be 10 gallons per minute, while operating at o pressure of 100 pounds per square inch. Distribution lines shall 6e large enough to carry the volume of water necessary for even chemical dlstribullon. Spray nozzle must cover a 15-foot swath, with a minimum output of 5 gallons per minute at 80 pounds per square inch. 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 all 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 rote 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. Loy first strip of sod slobs along a straight line use a string in irregular areas.· Bult joints tightly, do not overlap edges. On second strip, stagger Joints much as in laying masonry. Use a sharp knife ta cut sod to fit curves, edges, sprinkler heads. 5. Do not lay whole lawn before watering. When a conveniently large area hos 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 whk:h 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 opplicotion as necessary. B. Replace all dead or dying sad with equal material. Mulch Cover: Dress all 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 o broom-clean condition, and wash down all paved areas within the project site. Leave walks in a clean and safe condition. . 3.05 OBSERVATION SCHEDULE A. Notif)'. Owner in advance for the following inspections, according to the time spec1f1eo: 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. S9il 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 02370 LANDSCAPE MAINTENANCE Port 1 -GENERAL 1.01 SECTICN INCLUDES A. 90 day maintenance. B. Weeding. C. Fe·tilizotlon. 1.02 RELAT[D WORK SPECIFIED IN OTHER SECTIONS A. Se:tion 02811 -Landscape Irrigation. B. Se:tion 02950 Landscape Planting. C. Section 02520 1.03 QUALllY ASSURANCE Portland Cement Concrete Paving. A. Pr)vide services by on experienced landscaping maintenance company. 1.04 MAINTENANCE PERIOD A. B. C01tinuously maintain all site areas involved in this contract during the progress of work and during the maintenance period until final acceptance of lh>-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 dote of the Contract at no additional cost to Owner. Continue maintenance until acceptable to the Owner. Pr)Vide sufficient numbers of workers and adequate equipment to perform wcrk during maintenance period. C. Mcintenonce period does not start until all elements of construction, plonting, and irrigation for the complete project ore in accordance with the co,troct documents for this project. D. E. F. G. Request an inspection to begin maintenance period after all planting and related work hos been completed in accordance with contract documents. Maintenance period commences as described in written notification by the Ovner. Pror to commencement of maintenance period, ensure that all ground cavers and lawn areas hove been planted and that all lawn areas show an ev~n, healthy stand of grass seedlings or sod, grass having been mown twee. A~y day or days that there is failure to properly maintain plantings, replace sutable plants, perform weed control or maintain hordscope areas will not be credited as part of the 90 days maintenance. The project will not be segmented into maintenance phases. K,eep paved areas free of silt, dirt, leaves and other planting area debris. Mcintoin these areas at least broom clean through the duration of the maintenance period, cleaning no less often than once per week. 1.05 GUARPNTEE AND REPLACEMENT A. G~orontee: 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 Own er. B. Replacement: Replace materials found to be dead, missing or in poor c01dition during the maintenance period immediately. The Architect is the sde judge of the acceptability of condition. Make replacements of materials wLhin 15 days ofter condition develops or written notification from Architect h<B been sent. Architect hos the right to make emerc;iency repairs without releasing Contractor's guarantee and warranty to Architect. • 1.06 INSPECTIONS A. Request normal progress inspection at least 72 hours in advance of an anticipated inspection. Inspections ore as follows: 1. Immediately prior to commencement of this maintenance work. 2. Completion of first [90] day maintenance period. 3. Final acceptance. 1.07 PROJE:::T FINAL ACCEPTANCE A. Prior ta dote of final inspection, acquire approved reproducible prints and firolly record from the job record set, all changes mode during construction ord deliver them to Architect. 8. Deliver guarantees to Architect. Part 2 -FRODUQTS 2.01 MATERIALS A. Ersure that all materials conform to other sections of these specifications for planting and irrigation, and as acceptable ta Architect. B. Provide rnonthly record of all herbicides, insecticides and disease control chemicals used on site. Port 3 -EXECUTION 3.01 MAINT[NANCE 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. Smith Consulting Architects 12220 El ·G:amino Real Suite 200 Sc111 0idgo California 92B0 (8581791•477? Fax (8581793·4787 C. Street gutters and curbs are to be included. D. Maintain adequate protection for people and property, and be financially responsible for damages and injuries. Notify the Architect im111ediolely should damage occur os o result of maintenance operations and provide repair or remuneration. E. Between the 15th and 20th calendar day of the maintenance ieriod, 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 ,o that enough water con be applied to establish moisture through the major root zone. When hand watering, use a water wand lo break force of wote·. B. Pruning: 1. Prior to any pruning obtain written approval from the Archtect to proceed. C. D. 2. Trees: a. Propose tree pruning to the Architect should there be \eollh or structural reasons for doing so, including the need to tliminate diseased or damaged growth, eliminate structurally unscund 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 e,honcement according to 'pruning" by Sunset Books. c. Major pruning of deciduous trees shall be during their dormant season. 3. Shrubs: a. The objectives of shrub pruning ore the some as for trees. Do not clip shrubs into balled or boxed forms unless such is nquired by the design. b. Make pruning cuts to lateral branches or buds or flush with trunk. Stubbing will not be permitted. Slaking and guying: Ensure that stokes and guys remain in place through acceptance and monitor lo 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 dest~ys shallow per specifications to help prevent weed seed E. Insect and disease control: Maintain a reasonable control wit, approved materials. F. G. Fertilize as specified by the agronomic soils testing recommen:lations and as follows for bid purposes: 1. Commencement of maintenance period -6 pounds per 1,0)0 square feet with lop dress fertilizer. 2. At end of first 30 days of maintenance period -6 pouncs per 1,000 square feet with top dress fertilizer. 3. At end of maintenance period and at 30 day intervals should maintenance period be extended for any reason -6 pounds per 1,000 square feet with fertilizer mix. 4. Avoid applying fertilizer to the root ball and base of main stem; rather, spread evenly under plant to drip line. Rotes will vary fran about a cup of nitrate fertilizer (depending upon nitrogen percentage) Ground a newly installed small plant to about 1/2 pound of actual nitrogm per inch of truck diameter measured four feet from the ground for rrature trees . Replacement of plants: Replace dead, dying and missing plorts with plants of o size, condition and variety acceptable to the Architect o·. 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 weed9 as little as possible since this may result in plant damage . 8. Watering: Water enough that moisture penetrates throughout root zone and only as frequently as Is necessary to maintain healthy growth. C. Trash: Remove as it accumulates, but no less often than wEekly. D. Edging and trimming: Edge ground cover to keep in bounds. E. Replace dead and missing plants at no additional cost to the Owner. 3.04 LAWN AND TURF CARE A. Turf must be well-established prior to final acceptance. B. Watering: Water lawns at such frequency as weather conditio,s required to replenish soil moisture below root zone. C. Weed control: If needed, control broad leaf weeds with seleclive herbicides. D. Mowing: E. 1. Perform mowing at such times of the day or week as mcy be requested by the Owner so as not to impede the Owner's operation!. Mowing times may be at times other than normal working hours ,r days. Perform work at Owner's convenience at no additional cost to the Owner. 2. Clean up gross clippin~s during and after mowing, and remove legally from site. Use of blowing-type equipment in lieu of swee~ing or vacuuming is not acceptable. Renovating: 1. If required, remove thatch by verticutting, preferably in th, Foll of the year, but otherwise in the Spring. At this time, fertilize vith nitrate and over-seed if needed. Over-seeding must precede pre-emergent herbicides by at least 4 ta 6 weeks. Normally, this mears that lawns which hove been invaded by crabgrass would be renovated and over-seeded in the Foll and treated for crabgrass control in the following late Winter. 2. Clean up gross clippings durin~ and ofter mowing, legally from site. Use of blowing-type equipment sweeping or vacuuming is not acceptable. and remove in lieu of 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. B. c. 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. Controllers: Set and program automatic controllers for seasonal water requirements. Give Owner a key to controllers and instruction on how lo turn off system in case of emergency as specified in other sections of these specifications. Repair all damages to irrigation system at no additional cost to the Owner. Make all repairs within one watering period. END OF SECTION I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RlVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER. ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IM'LEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT R I D G E LANDSCAPE ARCHITECTS 8841 Research Drive Suite 200 Irvine. CA 92618 Tel 949 3871323 www.ridgela.com L.A. REVIEWED BY: INSPECTOR DATE EXP. _____ _ DA'£ BY DESCRIPTION APP'D DATE REVISIONS LANDSCAPE SPECIFICATIONS BRESSI RANCH LOT 10 PIZZA PORT APPROVED 1 <.r, !1J.9lt '-t. fp • I~ Ii, I PLANNING v'-DATE OWN BY LA PROJECT NO. II ORAWINCINO. CHKD BY RS FIELD BY CUP 11-05 474-1 L "t. r-- ..... 0 -""' °1"') ....J