Loading...
HomeMy WebLinkAboutDWG 451-9L; SDP 05-18; TRI CITY WELLNESS CENTER; 01-21DEPARTMENT OF ENVIRONMENTAL HEAL TH RECYCLED WATER STANDARD PLAN NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVE'R-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 CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 9:00 P.M. TO 6:00AM. 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 QljALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 9:00 P.M. AND 6:00 A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S .RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN.SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS ANO 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 RULIES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER," COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE ANO STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND I OR REGULA TORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/ OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW / CROSS-CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF_ THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT FINEST CITY REALTY ADVISORS AT (858) 350-1720 OR AFTER HOURS ~NT ACT FINEST CITY REAL TY ADVISORS AT (858) 350-1720 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. EDU CA TE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RA TE 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 ANO POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS_ NOTE: PRIOR TO TI--IE START OF GRADING, THE APPLICANT OR APPLICANT'S' AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS, PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. ENGINEER'S SIGNATURE REQUIRED ON SHEET 1 ONLY REVIEWED ~J~E~NCHECKER D TE ' I RECYCLED WATER SYSTEM (PRIVATE) ' TRI CITY WELLNESS CENTER ECR CORPORATE CENTER INSPECTION PROCEDURES 1. PROJECT LANDSCAPE ARCHITECT CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES B. TRENCH DEPTHS C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY) D. PIPE IDENTIFICATION E. POINTS-OF-CONNECTION (POC'S) F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS G, WARNING SIGNS AT THE SITE ANO ON THE TRUCKS HAULING RECYCLED WATER (IF RECYCLED WATER IS USED FOR CONSTRUCTION). AN APPROVED LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT.AND BE FORWARDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ~NVIRONMENTAL HEAL TH PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TESTS, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO o"ETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. B. WARNING SIGNS ANO LABELS C. QUICK COUPLING VALVES D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PARTS "A", "B" AND "G" OF THE DISTRICT FINAL INSPECTION. CITY OF CARLSBAD INSPECTION NOTES Carlsbad, California PROJECT MAP LEGEND SYMBOt" DESCRIPTION -· SHEET INDEX ----pw-.---PROPOSED POTABLE WATER SYSTEM SHEET TITLE SHEET NO. REFERENCE --RW--"."9 -EXISTING RECYCLED WATER SYSTEM RECYCLED WATER I TITLE SHEET 1 L0.1 .,.,. •·• RW •·•·•·•·• PROPOSED IRRIGATION SYSTEM MAINLINE CONSTRUCTION PLANS 2-4 l1.1-L1.3 ALL LANDSCAPED AREAS AREA OF RECYCLED WATER USE CONSTRUCTION ENLARGEMENTS 5 L2.1 CONSTRUCTION DETAILS 6 L2.2 ~--,··· LOCATION OF RECYCLED CONNECTION -POINT(S) -METER & BACKFLOW PREVENTION IRRIGATION PLANS 7-9 L3.1 -L3.3 T "DO NOT DRINK" SIGN LOCATIONS IRRIGATION NOTES & LEGEND 10 L4.1 ~---LOCATION OF POTABLE CONNECTION POINT(S) • METER & BACKFLOW PREVENTION IRRIGATION DETAILS 11 -12 L4.2 -L4.3 ----© FIRE SERVICE CONNECTION TO BLDG. PLANTING PLANS 13 -15 L5.1 -L5.3 PLANTING DETAILS & NOTES 16 L6.1 ----@ WATER SERVICE CONNECTION TO BLDG. LANDSCAPE SPECIFICATIONS 17 -21 L7.1 • L7.5 ... FIRE HYDRANT LOCATION SIGNAGE NOTES I. THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE TI--IE DOOR OF EACH CONTROLLER WHERE THEY Af\E EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZE SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. GUIDELINES FOR RECYCLED WATER USE: PROJECT MAP NOTTO SCALE INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL SE 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$. 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM ONLY. WATERING OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. LOT 1 OF CARLSBAD TRACT NO. 99-03, MAP NO. 14543 / APN 213-110-01 FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM." A REQUEST FORA FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING TI--IE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: (760) 944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4602 ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT www.cl.carlsbad.ea.us/pdfdoc.hlml?pid=340 OR CALL (760) 438-2722. AS-BUil T PLAN REQUIREMENTS AS-BUILT PLANS FOR ALL PROJECTS (f!ONDED AND NON-BONDED, PUBLIC AND PRIVATE) ARE REQUIRED TO BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL PROVIDE COMPLETE AS-BUILT PLANS TO THE LANDSCAPE ARCHITECT AT THE COMPLETION OF THE LANDSCAPE INSTALLATION AS DESCRIBED IN SPECIFICATIONS SECTION 02811, PART 1.09A, "RECORD DRAWINGS." THE FINAL AS-BUILT PLANS SHALL BE PREPARED BY THE LANDSCAPE ARCHITECT FROM THESE AS-BUILT PLAN REDLINES PROVIDED BY THE CONTRACTOR. FINAL AS-BUILT PLANS SHALL BE DRAFTED CLEARLY BY THE LANDSCAPE ARCHITECT, TO TI--IE SATISFACTION OF THE CITY, AND THE ORIGINAL MYLARS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. FINAL IRRIGATION AS-BUILT PLANS Wl~L BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL MYLARS WILL BE REQUIRED TO BE APPROVED ANO SIGNED BY THE CITY PRIOR TO PLANNING DEPARTMENT SIGNING THE PERMIT CARD. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXCERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. , FIRM NAME & ADDRESS: RIDGE LANDSCAPE ARCHITECTS 1716ORD WAY OCEANSIDE, CA 92056 TELEPHONE NUMBERS: (760) 295-7227 I (760) 295-2206 FAX REGISTRATION NUMBER: 28□9 EXPIRATION DATE: MAY 31, 2009 DEVELOPER NAME & ADDRESS: FINEST CITY REALTY ADVISORS 11968 EL CAMINO REAL, SUITE 160 SAN DIEGO, CA 92130 TELEPHONE NUMBER: (858) 350-1720 CARLSBAD MUNICIPAL WATER DISTRICT I g,1,1,..., WILLIAM E. PLUMMER, DISTRICT E (3111:EER - R.C.E. 2B178 COUNTY OF $AN DIEGO Department of Environmental Healtl) -Land Use Division GLEN LEEKS DATE Environmental Land Use Specialist Ill II. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP TI--IE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE ANO DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER COi'. TROL VALVES Sl·IALL 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 TI--IE OTHER SIDE. IMPRINTING SHALL BE PERMAMENT AND BLACK IN COLOR. USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. B. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. 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. KEYMAP r.r..: .!\\,.. ME;TROPOLITAN \ \ '.STREEi h:\ RD NOTTO SCALE GATEWAY RO. 12" X 36" SIZE TYPICAL SIGNS (N.T.S.) 'I WARNING RECYCLED WATER DONOTPRINK REC CLEO WATER S AFT~R CONTACTING OS pESPUES DE USAR _.,.__ .032 ALUMINUM, .060.ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS R I D G E LA, IANDSCIPE AICIITECTS REVIEWED BY: 1716 Ord Woy 0(BCRSidt, (A 92056 Toi 760mm, 'ox 7612912216 V.'WW .ridgelc.com INSPECTOR In Order to Conserve Water ... RECYCLED WATER IN USE DO NOT ® NO TOME DRINK EL AGUA WASH HANDS AFTER CONT ACT;NG LAVESE SlJS MA.'IDS DESPUES DE USAA 18" X 18" SIZE GARDC. ~ ~ ROAD~ "' a! VICINITY MAP .032 ALUMIN,UM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS DATE EXP. DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D ii /!! PROJECT§. SITE "- NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PI.ANNINQ DEPARTMENT TITLE SHEET TRI CITY WELLNESS CENTER ECR CORPORA TE CENTER APPROVED f'>_E_ ( (q::, ML+,:ft: \ 1'2-· n . .,,..., PLANNING DATE OWN BY -RS PAO.ECT NO. 11 DRAWING NO. CHKD fff RS FIELD BY SOP 05-18 451-9L L0.1 ., .. ' -0 r- I I I I I :k I I I I I I I I I I I I I I I I I I I I i mm II~! ~~II I I + ~ + I I I I I I I I I I I I I I I I I I I I LEGEND: I I I 1. MONUMENT SIGN, BY OTHERS, PER SEPARATE IPERMIT I ---.,,_ 2. FINISH GRADE 3. PRECAST CONCRETE WALL CAP, MODEL I/Q-Y10SWC BY QUICKCRETE PROOUCTS, (951) 737-62-IO, WITH END PIECES AND RADIUS TO MATCH WALL. 4. STONE TILE VENEER WITH ETCHED ARTWORK BY OTHERS, SECURED TO CMU WALL 5. #4 REBAR AT 18" O .C . EACH WAY. ALTERNATE DIRECTION IN FOOTING 6. CONCRETE CHANNEL -PROVIDE f TOOLED RADIUS ON ALL EXPOSED EDGES & POSITIVE DRAINAGE TO EACH END OF CHANNEL 7. WALL UPLIGHTS PER ELECTRICAL ENGINEER'S SHEETS 8. 90% COMPACTED SUBGRAOE 9. 8 X 6 X 16 CMU BLOCK -GROUT FILL ALL CELLS. PROVIDE HALF-LENGTH BLOCKS AT RADIUSED WALL SECTION. 10. (2) COATS ASPHALT IC EMULSION WATERPROOFING 11.4" DIA. PERFORATED PVC PIPE, CONTINUOUS AT BASE OF WALL, IN (1) CU. FT. OF CRUSHED GRAVEL, WRAPPED IN SOIL SEPARATOR FABRIC ANO TIED TO STORM DRAIN 12. CONCRETE WALL FOOTING -VERIFY REINFORCING ANO DIMENSIONS WITH SOILS ENGINEER'S REPORT 13.4" DRAIN INLET AT EACH ENO OF CONCRETE CHANNEL, TIE TO ORAINLINE AND RUN TO CURB CORE PER PLAN WALL SECTION 314• • 1'-0" PARKING LOT SHADE TREE ---... (BRISBANE BOX) MONUMENT SIGN BY OTHERS -~ MONUMENT SIGN WALL PER DETAIL ABOVE-~ EXISTING GRADE AT RIGHT-OF-WAY SECTION 1· • 10'-0" _j <( w c::: 0 z ~ <( () _j w I I I I I I r _l I l I I t\ I \ I I I I \ I I I I I I I I I I - I I I I v I --L I I I I I I J I __ l "'-------- 1_.2% I I 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 -------r ._ I ' / / / ,~ I I I I r " I "' [s 1---P.-A-.- j ;1----~---- P.A. I I I I I I I \ I \I I ~ 1-------,L--I I I I I I I I ,~ I I I >--,., I -I I I 1 I I I I 2.2%1 Nii 1 1 .. I I I I ~~ I ' lr,---... 1'-' PA Ille_..,._ l o.,, ·.> ,r I I \~I \ 1 ""'v2, ~ I I PROVIDE 1---f--':vRB CORE FOR ORAINLINE ;i,-~--=\"i\--/r---::°H:mTILET I! l; I~ I ' I I I '=':-~r:-:t---:-tl~_i -,-;--,-~'i<------flc!b!:Jl~-4-t , I ~,,1 ~ 4 I j J,......,,,f=cllll.lr!IUMENT • SEPARATE DETAIL AT LE P.A. TYP. N r=:::::::::::vf-~L_" TYP. P.A. ----~-_J1t,--I I I I I ) \ / I -- - P.A. __ , .. 11 ____ 11 11 11 ------- ----It ) ___ __. I I ALIGN BAND W/ EDGE F WINDOW ~ BUILDING 'A' \_ SEE ENLARGEMENT PLAN A-1, SHEET L2.1 - I I I I I ~ I I I I I I I I I -----,,-.....----t I -" ~-=~9~~ig'°°t';::1~1<:'no~o~,-:,r...ii,,;~:t '--t) P.A. • _::. :::;.t}~~~:• :: o P.A.o 5'-P1 9 ' I ~ I I I TYP. I L.y~-.i.;,._......_.......,P:_A....._-=--¥--:j....U.-i,....l...-1"----'/-,'-1_ ~A. -_ _ _ _ _ _ P.A. ----__ _ 11 I I ACCENT PLANTINGS _,_ -- I I "l ~ ...J tu w ::c (/) w w (/) w z ...J ::c (.) '< ::; COLOR AND FINISH SCHEDULE SYM801. PAVING: w--·--11 ·---·· ------:----·----·-= ·=--==.:. -~--· r· .......... ·-i .............. .............. .............. .............. .............. KEY SYMBOL KEY SITE FURNISHINGS: ~ • 00 DESCRIPTION MANUFACTURER COLOR/FINISH CONCRETE PAVING INTEGRAL COLOR CONCRETE PAVING INTEGRAL COLOR CONCRETE PAVING INTEGRAL COLOR CONCRETE PAVING CONCRETE MOWSTRIP DECORATIVE GRAVEL DECOMPOSED GRANITE MULCH SOLOMON (866) 747-2656 SOLOMON (866) 747-2656 SOLOMON (866)747-2M6 KRCROCK (760) 744-1036 KRCROCK (760) 744-1036 NATURAL GRAY I LIGHT BROOM 'CHARCOAL GRAY', #920 I LIGHT BROOM 'OLIVE', #5092 I MEDIUM SANDBLAST 'OLIVE'. #5092 / HEAVY SANDBLAST NATURAL GRAY I LIGHT BROOM 'BIRDSEYE BROWN' 318" MINUS 'NEW CALIFORNIA GOLD' DESCRIPTION MANUFACTURER MODEL PRECAST CONCRETE QUICKCRETE TABLE (951) 737~-40 PRECAST CONCRETE OUICKCRETE TRASH RECEPTACLE (951) 737~-40 WI ALUMINUM LID PRECAST CONCRETE QUICKCRETE PLANT CONTAINERS (951) 737~-40 QR42-FC & -FC3 4TOP&3TOP {ACCESSIBLE) QRSF2333W/ A-19, 'A' LID QR-CE3624P & QR-CE3018P COMMENTS BROOM STROKES PERPENDICULAR TO EDGE OF PAVING BROOM STROKES PERPENDICULAR TO EDGE OF PAVING SAWCUTS PER PLAN/ SANDBLAST FINISH TO BE SCHEDULED BY OWNER (AFTER COMPLETION OFT.I.) VEHICULAR PAVING I SANDBLAST FINISH TO BE SCHEDULED BY OWNER (AFTER COMPLETION OF T.1.) BROOM STROKES PERPENDICULAR TO EDGE OF MOWSTRIP BID ALT: 'CALIFONIA GOLD CHIP SEAL' I PROVIDE SAMPLES FOR L.A. APPROVAL PROVIDE SAMPLE FOR L.A. APPROVAL COi.OR I FINISH COLOR:~ 'CHARCOAL GRAY' I FINISH: T-2 LIGHT SANDBLAST WI MATTE SEALER COLOR:~'CHARCOALGRAY'I FINISH; T-2 LIGHT SANDBLAST WI MATTE SEALER COLOR:~ 'CHARCOAL GRAY' I FINISH: T-2 LIGHT SANDBLAST WI MATTE SEALER SYMBOL LEGEND GRADING & DRAINAGE NOTES SYMBOL e ---- P.A. TURF DESCRIPTION PLANTER DRAIN· 6" NOS #80 GREEN ATRIUM GRATE WITH SPEE-0 BASIN. CONNECT TO 3" PVC DRAJNLINE 3" DIA. PVC DRAINLINE • SLOPE AT .5% MINIMUM AND TIE TO STORM DRAIN PLANTER AREA TURF AREA CONSTRUCTION LEGEND A. CROSS SLOPE OF SIDEWALK TO BE A MAXIMUM OF2%. B. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. CD CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET L2.2. 0 CONSTRUCT PEDESTRIAN CONCRETE BAND PER DETAIL C, SHEET L2.2. @ CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL A, SHEET L2.2. © CONSTRUCT VEHICULAR CONCRETE BAND PER DETAIL C, SHEET L2.2. ® CONSTRUCT CONCRETE MAINTENANCE BAND PER DETAIL D, SHEET L2.2. © CONSTRUCT TOOLED SCORE LINE PER DETAIL B, SHEET L2.2, FOR LANDSCAPE CONSTRUCTION DETAILS & NOTES SEE SHEETS L2.1& L2.2 0 CONSTRUCT SAWCUT JOINT PER DETAIL B, SHEET L2.2. @ CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET L2.2. ® CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL F, SHEET L2.2. @ CONSTRUCT CONCRETE MOWSTRIP PER DETAIL E, SHEET L2.2. @ CONSTRUCT METAL FENCE AND GATES PER DETAIL G, SHEET L2.2. FOR LANDSCAPE SPECIFICATIONS SEE SHEETS L7.1-L7.5 @ FURNISH AND INSTALL BIKE RACK. MODEL 2170-5-G BY COLUMBIA CASCADE, (800) 547-1940. @ FURNISH AND INSTALL TABLE AND CHAIRS. @ FURNISH AND INSTALL TRASH RECEPTACLE. @ FURNISH AND INSTALL PLANT CONTAINER PER DETAIL H, SHEET L2.2. @ FURNISH AND INSTALL PLANTER DRAIN PER DETAIL 1, SHEET L2.2. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY © TRELLIS STRUCTURE PER ARCHITECTS SHEETS ® TRASH ENCLOSURE CIVIL ENGINEER'S SHEETS. © CONCRETE CURS PER CIVIL ENGINEER'S SHEETS. @ PARKING LOT STRIPING PER CML ENGINEER'S SHEETS. © A.C. PAVING PER CIVIL ENGINEER'S SHEETS. ® a• CURS AT HC PARKING PER CIVIL ENGINEER'S SHEETS. ® FIRE HYORANT PER CIVIL ENGINEER'S SHEETS. ® FIRE DETECTOR CHECK PER CIVIL ENGINEER'S SHEETS. CD WATER METER I BACKFLOW PER CML ENGINEER'S SHEETS. 0 DRAINAGE STRUCTURE PER CIVIL ENGINEER'S SHEETS. © DETENTION BASIN PER CIVIL ENGINEER'S SHEETS. © EXISTING CONCRETE CURB. TO BE PROTECTED IN PLACE. ® EXISTING PEDESTRIAN W~ TO BE PROTECTED IN PLACE. ® LIGHTING PER ELECTRICAL ENGINEER'S SHEETS. @ ELECTRICAL TRANSFORMER PER ELECTRICAL ENGINEERS SHEETS. ····--··~·· ... .,,.._ .. ,.,--;; ......... . ....... _._,_.. ...................... . :•:•:•:•:•:~~:-:•:•:•:::::•:•:•:•:•:·:~•:•::::~·:-: ··:····· .. ·••'--••;:::\·· .. ·····~~ ·····--··----••-.-············ ······--···~···~·-········· :····-·••u.,;......,•••.t.r.••········· ~ ····••·-••······rn·······•••••••••• ······-····•·Tr ................ . ..... •'--' ....... -r.. ••• .-., ••••••••••• :·:•i•:·:·~·:·:·::?:;·;·;'sf:":°.B_lJ(L_ ING 'A' ~ ·••:-:•:•:•:::C-•:•: =•:-:•=·:•:••·•·•·••:•:•:•:• < ....... --n.·-···-··········· u ...... ,....... ··~--··-·-·--------· J :-:-:-:-:-:;:;; :-:-:-:.;;;.;:-:-:-;;:-::: :,:.;.;,:,;.;-; uJ ;····~···:!J;S..;;···•~·.......,, ~-.• .·.·.·::.-=::.~:::::/ ........ 7:.r:".•:. ·····--························ ······-························· ··········-~·-·····-····--···•• KEYMAP NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. (PYGMY DATE PALM, --------------------,-------------,r-------------------,-----------------"'T-----------------------+,!~!!!!!!!!!!!!l"l!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!~~!!!!!!!!~ BOUGAINVILLEA, DWARF FLAX) , • 2 , 11 CITY OF "'"'""'LSBAD I~ SCREENING HEDGE AT PARKING EDGE 0 10 20 40 &CAI F -'ND NORTH 60 I I D G E IIIDSCIPE IICH ITECTS 1711 Dnllltr Dcnni41,U'2W Tel 71Ut! 7711 Fu 761295 2211 www.ri~11I ,- LA. REVIEWED BY: INSPECTOR' ·As eu I Lr REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER. _, 21,. -ASST. PLANNING DIRECTOR ANO DISTRICT ENGINEER PRIOR TO Pl V.GNG DEPARTMENT . IMPLEMENTATION IN FIELD. LANDSCAPE CONSTRUCTION PLAN TRI CITY WELLNESS CENTER ECR CORPORATE CENTER I APPROVEJ t---+--------------+----i f'1..-:(i_, q:-f;ib,t\-l~-~"J-c~ 1---+--+------------------1---..... Pl.ANNIN DATE ~==::::;;::;=~=====::::;-;:=====::::: \"'l..-l4\.z4!:,I--DA_TE__.__BY_._ __ _ DESCRIPTION APP"D DWII BY--~---1 pine;.,... NO. 11 CHKD BY----SOP 05-18 --NO. DATE REVISIONS AWi BY 451-9L Lt.1 ~ ~ ....I 1-LlJ LlJ J: Cl) LlJ LlJ Cl) I I I BUILDING 'A' SEE ENLARGEMENT PLAN A-2, SHEET L2.1 \ \ \ _.\ .,.. \ ~ \ . ' \ I \ \ \. \\ ' n--..,_ \\ ·"' \-- \ \ \ \ \ \ \ \ ' \ \ \ BUILDING 'B' ' ' \ ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ I I ' ' ' . ✓ \ \ \ \ .y\ ',' . . '" \ \ \ ' \ \ \ •. \ \ \ \ \ \ ' \ ----------------------------MATCHLINE -SEE SHEET L 1.3 j ./ ' f / ' // i ,/f ·-·----\ 0 10 20 40 SCALE AND NORTH \ \ \ \ \ \ \\ \ \ \ 60 I I \ ' \ ' \ \ \ \ \ \ ' \ \ \ \ \ \ \ \ 1-- \ \ \ ' \ \ \ \ \ ' \ \ \ I \ \ \ \' ' \ \ I I I I I I \ \ ,--©-: Smith Consulting Architects 12220 El Camino Real Suite 200 San Diego California 92130 {858)793-4777 Fax 18581793·4787 \ \ \, ' " \ \ ' \ \ \ \ \ \ \ \ \ ' \ \ ' \ \ \ V \ \ \ \ \ \ \ \ CONSTRUCTION LEGEND CD CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET L2.2. ® CONSTRUCT PEDESTRIAN CONCRETE BAND PER DETAIL C, SHEET L2.2. ® CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL A, SHEET L2.2. © CONSTRUCT VEHICULAR CONCRETE BAND PER DETAIL C, SHEET L2.2. ® CONSTRUCT CONCRETE MAINTENANCE BAND PER DETAIL D, SHEET L2.2. ® CONSTRUCT TOOLED SCORE LINE PER DETAIL B, SHEET L2.2. 0 CONSTRUCT SAWCUT JOINT PER DETAIL B, SHEET L2 .2. ® CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET L2.2. ® CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL F, SHEET L2.2. @ CONSTRUCT CONCRETE MOWSTRIP PER DETAIL E, SHEET L2.2. @ CONSTRUCT METAL FENCE AND GATES PER DETAIL G, SHEET L2 .2. @ FURNISH AND INSTALL BIKE RACK, MODEL 2170-5-G BY COLUMBIA CASCADE, (800) 547-1940. @ FURNISH AND INSTALL TABLE AND CHAIRS. @ FURNISH AND INSTALL TRASH RECEPTACLE. @ FURNISH AND INSTALL PLANT CONTAINER PER DETAIL H, SHEET L2 .2. FURNISH AND INSTALL PLANTER DRAIN PER DETAIL I SHEET CONSTRUCT POURED-IN-PLACE CONCRETE SEATWALL PER DETAIL J, SHEET L2.1. CONSTRUCT METAL EDGING PER DETAIL K, SHEET L2.1. FURNISH AND INSTALL DECORATIVE GRAVEL, 4' DEPTH MIN ., OVER SOIL SEPARATOR FABRIC PER DETAIL K, SHEET L2.1. FURNISH AND INSTALL DECOMPOSED GRANITE MULCH, 3" DEPTH. FURNISH AND INSTALL SQUARE CONCRETE PLANTER WITH IRRIGATION PER DETAIL L, SHEET L 1.2. FURNISH AND INSTALL 'NATURAL WATERFALL', MODEL #F11 WITH SUBMERSIBLE PUMP AND 4' X 4' FOUNTAIN KIT BY STONE FOREST (888) 682-2987, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PROVIDE ELECTRICAL CONNECTION (J-BOX) CENTERED DIRECTLY BEHIND FOUNTAIN AND COORDINATE WATER SUPPLY AND CONNECTION TO STORM DRAIN. )A --.-....~---.,,._,,,-----A../'--"'-~---""--"-_,,__,.._,,,.,_~---""--"-_,,__,.._,.._,~ THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY @ TRELLIS STRUCTURE PER ARCHITECT'S SHEETS ® TRASH ENCLOSURE CIVIL ENGINEER'S SHEETS. © CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. @ PARKING LOT STRIPING PER CIVIL ENGINEER'S SHEETS. ® A.C. PAVING PER CIVIL ENGINEER'S SHEETS. ® O" CURB AT HC PARKING PER CIVIL ENGINEER'S SHEETS. © FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS. ® FIRE DETECTOR CHECK PER CIVIL ENGINEER'S SHEETS. Q) WATER METER / BACKFLOW PER CIVIL ENGINEER'S SHEETS. 0 DRAINAGE STRUCTURE PER CIVIL ENGINEER'S SHEETS. ® DETENTION BASIN PER CIVIL ENGINEER'S SHEETS. © EXISTING CONCRETE CURB, TO BE PROTECTED IN PLACE. ® EXISTING PEDESTRIAN WALK, TO BE PROTECTED IN PLACE. ® LIGHTING PER ELECTRICAL ENGINEER'S SHEETS. 0 ELECTRICAL TRANSFORMER PER ELECTRICAL ENGINEERS SHEETS. ® ZEN GARDEN WALL PER ARCHITECT'S SHEETS. @ POOL PATIO PERIMETER PILASTERS, METAL FENCING & GATES PER ARCHITECT'S SHEETS. \ \ \ . \ \ \ \ \ \ \ \ ' \ FOR LANDSCAPE CONSTRUCTION DETAILS & NOTES SEE SHEETS L2.1 & L2.2 FOR LANDSCAPE SPECIFICATIONS SEE SHEETS L7.1-L7.5 9 1--~ •. --------------------->'---'---'-l""TT-'--'--'-<-.->'---'---'-l-,-1-'---'---'-1 I I~ :-~'""T"'"~'""T"'" m!..!..!.TT COLOR AND FINISH SCHEDULE SYMBOL PAVING: IQI 1 · ---·i .............. .............. . . -. . . . . . . . . . . .............. .............. KEY ~ ~ §I ~ DESCRIPTION CONCRETE PAVING INTEGRAL COLOR CONCRETE PAVING INTEGRAL COLOR CONCRETE PAVING INTEGRAL COLOR CONCRETE PAVING CONCRETE MOWSTRIP DECORATIVE GRAVEL MANUFACTURER COLOR/ FINISH SOLOMON (866) 747-2656 SOLOMON (866) 747-2656 SOLOMON (866) 747-2656 KRCROCK (760) 744-1036 NATURAL GRAY / LIGHT BROOM 'CHARCOAL GRAY', #920 / LIGHT BROOM 'OLIVE', #5092 / MEDIUM SANDBLAST 'OLIVE', #5092 / HEAVY SANDBLAST NATURAL GRAY / LIGHT BROOM 'BIRDSEYE BROWN' 3/8" MINUS COMMENTS BROOM STROKES PERPENDICULAR TO EDGE OF PAVING BROOM STROKES PERPENDICULAR TO EDGE OF PAVING SAWCUTS PER PLAN / SANDBLAST FINISH TO BE SCHEDULED BY OWNER (AFTER COMPLETION OF T.1.) VEHICULAR PAVING / SANDBLAST FINISH TO BE SCHEDULED BY OWNER (AFTER COMPLETION OFT.I.) BROOM STROKES PERPENDICULAR TO EDGE OF MOWSTRIP BID ALT: 'CALIFON IA GOLD CHIP SEAL'/ PROVIDE SAMPLES FOR L.A. APPROVA~ t.~~~-b'S;; IP7i DECOMPOSED KRC ROCK ·-;;_:;c,,.1/t,'.>t_!i GRANITE MULCH (760) 744-1036 '-A...A.-,..__,..__,..__..,,,..._A...,1''---A..,A._.,..__,..____..._..,,,..._~__,..__---..___,.__,..__~"--"'-----.,,.___,,,"'--"' ___ ~_____,fu 'NEW CALIFORNIA GOLD' PROVIDE SAMPLE FOR L.A. APPROVAL SYMBOL KEY DESCRIPTION MANUFACTURER MODEL COLOR / FINISH SITE FURNISHINGS: ~ PRECAST CONCRETE QUICKCRETE TABLE (951 ) 737-6240 ~ PRECAST CONCRETE QUICKCRETE TRASH RECEPTACLE (951) 737-6240 W/ ALUMINUM LID 00 § PRECAST CONCRETE QUICKCRETE PLANT CONTAINERS (951) 737-6240 QR42-FC & -FC3 4 TOP& 3TOP (ACCESSIBLE) QRSF2333 WI A-19, 'A' LID QR-CE3624P & QR-CE3018P COLOR: C-6 'CHARCOAL GRAY' I FINISH: T-2 LIGHT SANDBLAST WI MATTE SEALER COLOR: C-6 'CHARCOAL GRAY' I FINISH: T-2 LIGHT SANDBLAST W/ MATTE SEALER COLOR: C-6 'CHARCOAL GRAY' I FINISH: T-2 LIGHT SANDBLAST /A W/ MATTE SEALER a SYMBOL LEGEND GRADING & DRAINAGE NOTES SYMBOL ell ---- PA TURF PLAN VIEW 1"= 1'-0" SECTION 1" = 1'-0" DESCRIPTION PLANTER DRAIN -6" NDS #80 GREEN ATRIUM GRATE WITH SPEE-D BASIN. CONNECT TO 3" PVC DRAINLINE A. CROSS SLOPE OF SIDEWALK TO BE A MAXIMUM OF2%. 3" DIA. PVC DRAINLINE -SLOPE AT .5% MINIMUM AND TIE TO STORM DRAIN B. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING . PLANTER AREA TURF AREA ----'1 ~--12 -----f3 C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. LEGEND : 1. SCH. 80 ABS RISER WITH FULL-CIRCLE ADJUSTABLE BUBBLER, PER IRRIGATION PLANS , CONNECTED TO PVC IRRIGATION PIPE, ROUTED THROUGH PRE-DRILLED DRAINAGE HOLE IN BASE OF PLANT CONTAINER. 2. 5-GALLON SHRUB, TYPICAL, PER PLANTING PLAN. (9) PLANTS PER CONTAINER. 3. PLANT CONT A INER, MODEL QSCAL3630P BY QUICKCRETE, (951) 737-6240, 'LITE CRETE' LIGHTWEIGHT CONCRETE, COLOR C-6 (CHARCOAL GRAY), FINISH T-2 (LIGHT SANDBLAST), WITH MATTE SEALER, INTERIOR SEALANT AND (5) PRE-DRILLED DRAINAGE HOLES, (1) CENTERED FOR IRRIGATION AND (4) DISTRIBUTED EVENLY FOR PLANTER DRAINAGE. 4. CONTAINER BACKFILL MIX PER SPECIFICATIONS. 5. 8X4X 16 CMU SUPPORT BLOCKS-ONE AT EACH CORNER OF CONTAINER, MIN. 6. 90% COMPACTED SUBGRADE 7. 2" MULCH LAYER PER SPECIFICATIONS 8. 2" LAYER OF CLEAN CLASS 2 AGGREGATE BETWEEN (2) LAYERS OF SOIL SEPARATOR FABRIC 9. DECORATIVE GRAVEL, 4" DEPTH MINIMUM, OVER SOIL SEPARATOR FABRIC - REFER TO COLOR AND FINISH SCHEDULE 10. ADJACENT CONCRETE PAVING PER PLAN \ KEYMAP NOT TO SCALE © PLANT CONTAINER AT POOL PATIO APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I I D G E LINDI CI PE ll (H I TE IT I 1716 Ord Way Octaniida, CA 920S6 Tel 76D 195 7277 Fax 76D 1951106 www.ridga1a.com "AS-BUILr L.A. EXP. REVIEWED BY: INSPECTOR DATE DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 2/25/08 RS BLDG. 'A' PATIOS & BIOSWALE PLANTING DATE BY DESCRIPTION REVISIONS APP'D CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE CONSTRUCTION PLAN TRI CITY WELLNESS CENTER ECR CORPORATE CENTER PLANNING OWN BY_-'c'RS~-- CHKD BY-'-"RS"--- FIELD BY PActlBCT ~ SDP 05-18 ' DATE II 451-9L Lt2 • P.A. ' \ ',\ '·• \\\ \,1\\ \ ·.,\\\ \;\ \ A " \,\~ \.,., .. , ... \... ' ' ,/ .. .-,·· _.,_ .... • \ \;\ '\., ./· \ ,\, ' ,.,,,r ~ \ .. ',.\\\ : '\\\\ -,,;;:;::-"~- / I I/ /_., i ··-·-·--·- ) i / 1 i 11---- 1 I 111------- l 1 111-----PA. I I ' } ' ! J11---- I Ill----+ I 111----;e··-' -./ I / 1---- j .. I 11...,,,,,,==... ,/ -' / ... / '\ ,/ \. ' I ,. '"' '·· //\\ I V ' _... "'-" / '-.. .. ' / \ ''·=·"''' I .! / / P.A. ~· :;:s:, . -/1;:.-'-:~~:::~.:.,/ -~;\, . -« .. -· ~~_::::::::::.:~-/ .. // .• ,.// \ ~ ~;>/ ./// / \t ' . ' .. •····\ - / 'a\\ .. '\{~~!~\·· ,' . , :~~,- ., ;:;,;,>-;·.\~ If ~'$'./.i(s /'/ \½~i'h-~;, / •' ,, ,., / _.. ,,.,,··, / / ,/ ,,l l sit<' /.·· .,,. ,.·· ' / ,/ /,./<.. / ),-- / \ \ \ \ P.A. \ .. \ ,,/ \ '--'V iJ~:f:tf~;:,'. ... -- MATCHLINE -SEE SHEET L 1.2 SEE ENLARGEMENT PLAN B-1, SHEETL2.1 ' •. ', .'-. ,,, ' P.A. BUILDING 'B' \ ··\-. --,,___ -- 0 10 20 40 SCALE AND NORTH ----------7 - 60 • "' ... \1• ..,. --_, -1------.. --\" -- '~ \\\. \ \ \ . \ ,,, • I ' C ''·-.,. "•· . .JU. \ ,~\\._ \ \ \ \ '" :, \ \ ' \ \\\\\,'. \ ',\ \\\\' ' ;\ \ \ 1, \ . -.~:\~:\ ' \ \ \:\\~\;:-\ ' ' ' \ •. ;. \ \ \, \ \ \ ............ ....-n~ ·. ~ \-~-,, ,, \ \ . '\ \ l I D G E IJND!CIPE AICHITECT! 1/11 Ori Woy Ocecn~id,, CA 92856 1 ,1 760 291 72'17 Fax 76D 295 2206 www.ridg11lo.com \ \ • PA. ''-l,1-"·. /\ L.A. REVIEWED BY: INSPECTOR COLOR AND FINISH SCHEDULE SYMBOL KEY PAVING: ['................. ·1 [:::::::::::::::::}::::! ~ SYMBOL KEY SITE FURNISHINGS: 00 DESCRIPTION MANUFACTURER COLOR I FINISH CONCRETE PAVING INTEGRAL COLOR CONCRETE PAVING INTEGRAL COLOR CONCRETE PAVING INTEGRAL COLOR CONCRETE PAVING CONCRETE MOWSTRIP SOLOMON (B66) 747-2656 SOLOMON (866) 747-2656 SOLOMON (866) 747-2656 NATURAL GRAY I LIGHT BROOM 'CHARCOAL GRAY', #920 I LIGHT BROOM 'OLIVE', #5092 I MEDIUM SANDBLAST 'OLIVE', #50921 HEAVY SANDBLAST NATURAL GRAY I LIGHT BROOM DESCRIPTION MANUFACTURER MODEL PRECAST CONCRETE QUICKCRETE TABLE (951) 737-6240 (ACCESSIBLE) PRECAST CONCRETE TRASH RECEPTACLE WI ALUMINUM LID QUICKCRETE (951) 737-6240 PRECAST CONCRETE QUICKCRETE PLANT CONTAINERS (951) 737-6240 QR42-FC & -FC3 4 TOP&3TOP QRSF2333 WI A-19, 'A' LID QR-CE3624P & QR-CE3018P COMMENTS BROOM STROKES PERPENDICULAR TO EDGE OF PAVING BROOM STROKES PERPENDICULAR TO EDGE OF PAVING SAWCUTS PER PLAN I SANDBLAST FINISH TO BE SCHEDULED BY OWNER (AFTER COMPLETION OFT.I.) VEHICULAR PAVING I SANDBLAST FINISH TO BE SCHEDULED BY OWNER (AFTER COMPLETION OFT.I.) BROOM STROKES PERPENDICULAR TO EDGE OF MOWSTRIP COLOR I FINISH 'CHARCOAL GRAY', #920, BY SOLOMON COLORS I T-2, LIGHT SANDBLAST WI MATTE SEALER 'CHARCOAL GRAY', #920, BY SOLOMON COLORS/ T-2, LIGHT SANDBLAST W/ MATTE SEALER 'CHARCOAL GRAY', #920, BY SOLOMON COLORS I T-2, LIGHT SANDBLAST WI MATTE SEALER SYMBOL LEGEND GRADING & DRAINAGE NOTES SYMBOL DESCRIPTION PLANTER DRAIN -6" NDS #80 GREEN ATRIUM GRATE WITH SPEE-D BASIN. CONNECT TO 3' PVC DRAINLINE -· -· , ..• --3' DIA. PVC DRAINLINE-SLOPE AT .5 % MINIMUM AND TIE TO STORM DRAIN PA PLANTER AREA TURF TURF AREA CONSTRUCTION LEGEND A. CROSS SLOPE OF SIDEWALK TO BE A MAXIMUM OF2%. 8. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. 0 CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET L2.2. @ CONSTRUCT PEDESTRIAN CONCRETE BAND PER DETAIL C, SHEET L2,2. ® CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL A, SHEET L2.2. © CONSTRUCT VEHICULAR CONCRETE BAND PER DETAIL C, SHEET L2.2. ® CONSTRUCT CONCRETE MAINTENANCE BAND PER DETAIL D, SHEET L2.2. @ CONSTRUCT TOOLED SCORE LINE PER DETAIL 8, SHEET L2.2. FOR LANDSCAPE CONSTRUCTION DETAILS & NOTES SEE SHEETS L2.1& L2.2 0 CONSTRUCT SAWCUT JOINT PER DETAIL B, SHEET L2.2. @ CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET L22. ® CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL F, SHEET L2.2. ® CONSTRUCT CONCRETE MOWSTRIP PER DETAIL E, SHEET L2.2. @ CONSTRUCT METAL FENCE AND GATES PER DETAIL G, SHEET L2,2. FOR LANDSCAPE SPECIFICATIONS SEE SHEETS L7.1-L7.5 @ FURNISH AND INSTALL BIKE RACK, MODEL 2170-5-G BY COLUMBIA CASCADE, (800) 547-1940 . @ FURNISH AND INSTALL TABLE AND CHAIRS. @ FURNISH AND INSTALL TRASH RECEPTACLE. @ FURNISH AND INSTALL PLANT CONTAINER PER DETAIL H, SHEET L2.2. @ FURNISH AND INSTALL PLANTER DRAIN PER DETAIL I, SHEET L2.2. THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY @ TRELLIS STRUCTURE PER ARCHITECT'S SHEETS @ TRASH ENCLOSURE CIVIL ENGINEER'S SHEETS. © CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. ® PARKING LOT STRIPING PER CIVIL ENGINEER'S SHEETS. © A.C. PAVING PER CIVIL ENGINEER'S SHEETS. ® O' CURB AT HC PARKING PER CIVIL ENGINEER'S SHEETS, ® FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS. ® FIRE DETECTOR CHECK PER CIVIL ENGINEER'S SHEETS. (I) WATER METER I BACKFLOW PER CNIL ENGINEER'S SHEETS. (D DRAINAGE STRUCTURE PER CIVIL ENGINEER'S SHEETS. © DETENTION BASIN PER CIVIL ENGINEER'S SHEETS. \ © EXISTING CONCRETE CURB, TO BE PROTECTED IN PLACE. ® EXISTING PEDESTRIAN WALK, TO BE PROTECTED IN PLACE. ® LIGHTING PER ELECTRICAL ENGINEER'S SHEETS. KEYMAP NOTTO SCALE EXP. @ ELECTRICAL TRANSFORMER PER ELECTRICAL ENGINEERS SHEETS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. I BH4E£r II CITY OF CARLSBAD PLANNINQ DEPARTMENT LANDSCAPE CONSTRUCTION PLAN TRI CITY WELLNESS CENTER ECR CORPORATE CENTER 1---+--+------------+--rt..-:f~( 4:. f:U.-<,i\-1~-11.0, I APPROVED ~-l-+----------------+---1 :,:-P:::::LA::::::::N:::Nl::::N=:G::::;;;==;-;:::=====~;=:::::D=:A::::T=:E===~ DATE BY DESCRIPTION APP'D OWN ev _ _,R_,,S,___ PROJECT NO. DRAWING! NO. CHKD ev_.:.cR:::S __ FIELD BY SDP 05-18 451-9L REVISIONS L1.3 ...,,... CJ; --I --Q r FURNISH AND INSTALL 'NATURAL WATERFALL', MODEL #f11 WITH SUBMERSIBLE PUMP AND 4' X 4' FOUNTAIN KIT BY STONE FOREST (BBB) 682-2987, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PROVIDE ELECTRICAL CONNECTION (J-BOX) CENTERED DIRECTLY BEHIND FOUNTAIN AND COORDINATE WATER SUPPLY AND CONNECTION TO STORM DRAIN. )A '-"-"-"'._,,._,,.._,,..__,,..__,,~_,__,,.._,,._,,.._,,.._.A../'~"--A..,,.__,,..,_,,.._,._,,._,.._,,._,,B THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY @ TRELLIS STRUCTURE PER ARCHITECT'S SHEETS @ TRASH ENCLOSURE CIVIL ENGINEER'S SHEETS. © CONCRETE CURB PER CIVIL ENGINEER'S SHEETS, @ PARKING LOT STRIPING PER CIVIL ENGINEER'S SHEETS. ® A.C. PAVING PER CIVIL ENGINEER'S SHEETS. ® O" CURB AT HC PARKING PER CIVIL ENGINEER'S SHEETS. @ FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS. ® FIRE DETECTOR CHECK PER CIVIL ENGINEER'S SHEETS. {I} WATER METER/ BACKFLOW PER CIVIL ENGINEER'S SHEETS. 0 DRAINAGE STRUCTURE PER CIVIL ENGINEER'S SHEETS. © DETENTION BASIN PER CIVIL ENGINEER'S SHEETS. © EXISTING CONCRETE CURB, TO BE PROTECTED IN PLACE. ® EXISTING PEDESTRIAN WALK, TO BE PROTECTED IN PLACE. ® LIGHTING PER ELECTRICAL ENGINEER'S SHEETS. ELECTRICAL TRANSFORMER PER ELECTRICAL ENGINEERS SHEETS. ZEN GARDEN WALL PER ARCHITECT'S SHEETS. @ POOL PATIO PERIMETER PILASTERS, METAL FENCING & GATES PER ARCHITECT'S SHEETS. ~ COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION MANUFACTURER COLOR I FINISH PAVING: IAZ I r-··········· j .............. ... ·•••·' .. ". ... ' ......... . .............. ... ' .•........ CONCRETE PAVING INTEGRAL COLOR CONCRETE PAVING INTEGRAL COLOR CONCRETE PAVING INTEGRAL COLOR CONCRETE PAVING CONCRETE MOW TRIP DECORATIVE GRAVEL DECOMPOSED CRANITE MULCH SOLOMON (B66) 747-2656 SOLOMON (866) 747-2656 SOLOMON (866) 747-2656 KRC ROCK (760) 7 44-1036 KRC ROCK (760) 7 44-1036 NATURAL GRAY I LIGHT BROOM 'CHARCOAL GRAY'. #920 I LIGHT BROOM 'OLIVE', #5092 / MEDIUM SANDBLAST 'OLIVE', #5092 / HEAVY SANDBLAST NATURAL CRAY/ LICHT BROOM 'BIRDSEYE BROWN' 3/8" MINUS 'NEW CALIFORNIA GOLD' SYMBOL KEY DESCRIPTION MANUFACTURER MODEL SITE FURNISHINGS: 00 Is 11 PREcAsT coNcRETE Qu1cKcRETE TABLE (951) 737-6240 1s21 . PRECAST CONCRETE TRASH RECEPTACLE W/ ALUMINUM LID QUICKCRETE (951) 737-6240 PRECAST CONCRETE QUICKCRETE PLANT CONTAINERS (951) 737-6240 QR42-FC S. -FC3 4 TOPS. 3 TOP (ACCESSIBLE) QRSF2333 W/ A-19, 'A' LID QR-CE3624P S. QR-CE3018P ( ( 3 NOTE: FOR COMPLETE COLOR AND FINISH SCHEDULE, REFER TO LANDSCAPE CONSTRUCTION PLAN, SHEET L 1.2. CONSTRUCTION NOTES A. VISIT THE SITE PRIOR TO SUBMITTING BIDS. B. SUBMIT A UNIT COST FOR IMPORT SOIL IN-PLACE ANO BE COMPLETELY AWARE OF THE AMOUNT OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL. C, VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. D. REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS, WALKS, PLANTING, WALLS, ETC. AT NO ADDITIONAL COST TO THE OWNER. E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. F. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELO 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 DAMACE. 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. BUILDINC CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. I. LOCATIONS OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC., ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. J. VERIFY ALL PAVING AND HARDSCAPE CONSTRUCTION DRAWINGS WITH SOIL ENGINEER'S REPORT WITH REGARD TO BASE PREPARATION AND FOOTING REQUIREMENTS. NOTIFY THE OWNER IMMEDIATELY IF SOILS REPORT RECOMMENDATIONS DIFFER FROM DRAWINGS. THE SCILS REPORT RECOMMENDATIONS, IF MORE STRINGENT THAN THE DRAWINGS, SHALL TAKE PRECEDENCE. K. BE RESPONSIBLE FOR COORDINATION BETWEEN suaCONTRACTORS FOR PROPER AND TIMELY PLACEMENT OF SLEEVING, PIPING AND/ OR CONDUIT INSTALLATION UNDER OR THROUGH LANDSCAPE ELEMENTS. L. LANDSCAPE LICHT FIXTURE LOCATIONS AS INDICATED ON THESE PLANS ARE APPROXIMATE. FINAL LOCATION TO BE VERIFIED BY LANDSCAPE ARCHITECT ON SITE. M. DO NOT SCALE DRAWINCS. N. PROVIDE A REPRESENTATIVE SAMPLE OF EACH PAINTED OR STAINED ELEMENT TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO APPLYINC FINISH. REFER TO DETAILS AND SPECIFICATIONS FOR SPECIFIC SUBMITTAL REQUIREMENTS. 0. PROVIDE A 4'X4' SAMPLE OF EACH PAVING TYPE IN LOCATION SPECIFIED BY THE CITY FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS, P. WHERE PAVINC AND FINISH CRADE MEET, DEPRESS FINISH CRADE 1" IN TURF AREAS AND 1-112" IN GROUND COVER I SHRUB AREAS, UNLESS OTHERWISE INDICATED, Q, FOR PROJECT WALKS DO NOT EXCEED A SLOPE OF 20:1 (5% GRADIENT) UNLESS OTHERWISE INDICATED. R. DO NOT EXCEED 2:1 SLOPE IN PLANTED AREAS. S. HANDICAP RAMPS ARE NOT TO EXCEED EXCEED 12:1 OR 8.33%, UNLESS OTHERWISE INDICATED. T. HOLD FINISH CRADE A MINIMUM OF 6" BELOW FINISH FLOOR, UNLESS OTHERWISE INDICATED. U. CONSTRUCT ALL CURVE TO CURVE AND TANGENT LINES TO BE NEAT, TRIM, SMOO"!H AND UNIFORM. V. CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI @28 DAYS, UNLESS OTHERWISE INDICATED. W. PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. ,,----i 5 LEGEND: 1 ";::1 '-0'' 1. POURED IN PLACE CONCRETE SEATWALL, COLOR: 'CHARCOAL CRAY', #920, BY SOLOMON COLORS, (B66) 747-2656 2. i" CHAMFERATTOP EDGE OF WALL, ALL SIDES 3. i" DEEP REVEAL, ALL SIDES 4. #3 REBAR AT 12'' O.C. VERTICAL 5. #3 REBAR AT 12" O.C., HORIZONTAL 6. FINISH GRADE OF ADJACENT PLANTER AREA, PER PLAN 7. 90% COMPACTED SUBGRADE 8. EXPANSION JOINT, CONTINUOUS 9, FINISH SURFACE OF ADJACENT CONCRETE PAVING, PER PLAN POURED-IN-PLACE CONCRETE SEATWALL IITT, = :f,.'v,'\IE I I WIDTH PER PLAN -- _ _, 1 3 >-~ SECTION N.T.S. •• ' . : . . •► • '•• • •••• 00 . - t 1·-10· TYP. I • ~--~ NO PARKING 5J -2 BUILDING 'A' -SOUTH ENTRY ENLARGEMENT ISOMETRIC VIEW LECEND: 1. 4" THICK DECORATIVE GRAVEL -REFER TO COLOR AND FINISH SCHEDULE. 2. SOIL SEPARATOR FABRIC· PROVIDE CONTINUOUS LAYER BETWEEN GRAVEL AND SCIL. EXTEND PERIMETER EDGES UP AGAINST EDGING 3" MIN. AND SECURE WITH PINS AT 18" O.C. TO PREVENT VERTICAL MOVEMENT. OVERLAP ANY SPLICES 12" MINIMUM. 3. ADJACENT BUILDING FOOTING 4. 90% COMPACTED SUBGRADE -VERIFY WITH SOIL ENGINEER'S REPORT 5. 'CLEAN LINE' ALUMINUM EDGING BY PERMALOC, t" X 5 i", ALUMINUM FINISH, WWW. PERMALOC.COM, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 6. 12" ALUMINUM STAKES @8' SECTIONS. STAKES SHALL BE PLACED ON SHRUB/ GROUNDCOVER SIDE AND SET BELOW TOP OF HEADERBOARD 7. FINISH GRADE OF PLANTER AREA }l-,,....,....---------------------------------4 & K DECORATIVE GRAVEL w/ METAL EDGING "AS-BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENCINEER PRIOR TO IMPLEMENTATION IN FIELD. FOR LANDSCAPE CONSTRUCTION I PLANS SEE SHEETS L 1.1 -L 1.3. 1 i , ~ FOR LANDSCAPE CONSTRUCTION i DETAILS SEE SHEET L2.2. ! ' ~ FOR LANDSCAPE SPECIFICATIONS'. SEE SHEETS L7.1 -L7.5. I l , APPROVED FOR PLANTING AND 1 IRRIGATION ONLY, INCLUDING PRECISE j LOCATION OF PLANTING AREAS. j CITY OF CARLSBAD Pl.ANNINO DEPARTMENT ;L 1=2/'-"25,:clD::::B+:R..:,S:.µ.i..:::Bl::::D:.::G::__, 'A,.,_'_,_P,_,_AT:,::1O::::S:...,&:...,B:::,1O::::Sc.:.W::.:A:::,LE:..:P...::LA:...,Nc,:Tc.::IN.:.:G:...__5~-,:i_l-r\'--""E:.=--l LANDSCAPE CONSTRUCTION ENLARGEMENTS ~ i I D G E IAND5CAIE li(HITEC15 111! Ord Woy Drnonside, CA 92056 ,~ 76029!1227 fo, 7oi 215 2201 www.ridgela.com L.A. EXP. REVI EWEO BY: INSPECTOR DATE DATE BY DESCRIPTION APP'D DATE REVISIONS TRI CITY WELLNESS CENTER ECR CORPORA TE CENTER PLANNING , { OWN BY RS PROJECT NO. SOP 05-18 DRAWING NO, . CHKD ey __ R~S __ FIELD BY 451-9L ., ' l L2.1 ·~ i 1nm:m1mn1 Vl - 1 t--, 2>--~ 3t--, 4 ,__________\ .\ ,, 5'-0" O.C. MAX. 3-314" CLR. 1, 1, TYP. 11 I I I I ,.EQUAL \~) l=#==#=l::::;=;:::::::~i=il=~~~ b ' "' 61---~ NOTES: ELEVATION N.T.S. A. PROVIDE LANDSCAPE ARCHITECT W/ (2) SETS OF SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. B. ALL WELDS TO BE CONTINUOUS, GROUND SMOOTH. C. PAINT ALL STEEL SURFACES WITH (1) COAT SHOP- -APPLIED RUST-PROOF GRAY PRIMER, (1) COAT FIELD-APPLIED RED PRIMER AND (2) COATS EXTERIOR Et..AMEL PAINT, COLOR TO MATCH ARCHITECTURAL TRIM PER FINISH SCHEDULE ON ARCHITECT'S DRAWINGS. METAL FENCE AND GATES ~ffi111 111 1 = 111 I I llffi r 1 ---,1 111 ---- LEGEND: MIN.SLOPE PER PLAN 1. 6" ATRIUM GRATE, MODEL NO. 80, IN ALL SHRUB AREAS 2. 6" DRAIN GRATE, MODEL NO. NOS 50 (GREEN) 3. 6" SPEE-D BASIN 4. DRAIN RISER PIPE 5. FINISH GRADE S. SOLID PVC DRAINLINE. 4" DIA. OR AS SHOWN NOTE: REFER TO CIVIL ENGINEER'S DRAWINGS FOR CONNECTION TO DRAINAGE SYSTEM. PRODUCTS LISTED ABOVE ARE MANUFACTURED BY NATIONAL DRAIN SUPPLIES, INC., (213) 896-0591, OR APPROVED EQUAL. REFER TO CONSTRUCTION LEGEND AND SCHEDULE. PLANTER DRAIN . . .. -3'-0" -i., EQUAL I,, I • • • • @1---~\ 314" -. -.· . I •• : • H • ~ ' LEGEND: . . . . . . . .. ... . : .. . . . . . . .. -- .. .• .• 1. 2" SQ. TUBULAR STEEL TOP AND BOTTOM RAIL 2. 2" SQ. TUBULAR STEEL POST NOTE: PROVIDE DOUBLE POST@ 50' O.C. AND AT ALL CORNERS AND INTERSECTIONS PER DETAIL AT LEFT. 3. 5/8" SQ. STEEL PICKETS @ 3-314" CLR. 4. (2) 1" X 2" TUBULAR STEEL RAILS, CENTER PUNCH TO RECEIVE VERTICAL PICKETS 5. FINISH GRADE 6. CONCRETE POST FOOTING 7. (2) HEAVY DUTY HINGES-NO SCREW HOLES 8. 2" SQ. TUBULAR STEEL GA TE FRAME 9. 'RHODES' HEAVY-DUTY KEYED LEVER LOCK WITH 5-PIN TUMBLER CYLINDER, BY SCHLAGE, AVAILABLE FROM THE DOOR STORE AND MORE, (714)361-5673 10. ADJACENT BUILDING WALL PER ARCHITECT'S PLANS 11. COMPACTED SUBGRADE PER SOILS REPORT AND STRUCTURAL ENGINE:ER'S SPECIFICATIONS 12. CONCRETE PAVING PER DETAIL (~~~~;;;;;;;;;;;::l~7 ( LEGEND 1. 112" PVC DRAINAGE INSPECTION TUBE 2. 2'' MULCH LA YER PER SPECIFICATIONS 3. SUBIRRIGATION FILL TUBE, LENGTH AS REQUIRED 4. EXTERIOR CAPILLARY PLANTER SOIL BY BANDINI (213)263~7391 5. PLANT CONTAINER AS SPECIFIED ON PLANS 6. SUBIRRIGATION RESERVOIR TANK WRAPPED WITH SOIL SEPARATOR FABRIC 7. SUBSURFACE DRAINAGE MATTING BY ENKA.(714)667-7713 8. DRAINAGE HOLE TO BE FILLED WITH SILICONE CAULK NOTE A. "MPS SUBIRRIGATION SYSTEM" COMPONENTS PROVIDED BY JARDINIER, (949)723-2888, OR APPROVED EQUAL PLANT CONTAINER E F 2" IN GROUND COVER AREAS 6" 1" IN TURF AREAS ~------.5 LEGEND: 1. CONCRETE MOWSTRIP, NATURAL GRAY WITH LIGHT BROOM FINISH ON ALL EXPOSED SURFACES 2. #3 REBAR, CENTERED. CONTINUOUS 3. 112" TOOLED RADIUS 4. FINISH GRADE 5. 90% COMPACTED SUBGRADE -VERIFY WI SOIL ENGINEER'S REPORT NOTES: A. INSTALL CONTROL JOINT AT 10'-0" 0.C. MAX. SPACING B. INSTALL 3/8" BITUMINOUS FELT EXPANSION JOINTS @ 20'-0" 0.C. MAX. W/MASTIC SEALANT. C. PROVIDE 45°MITERED CONTROL JOINT AT 90 ~ORNERS. CONCRETE MOW STRIP PLAN VIEW 1110"-1'-0" 4 '-o• MIN. CLR. W/0 CAR OVERHANG -REFF:R TO PLAN ~-,l<-----J_'-_o_·_~,A<- 2%MAX . LEGEND: 1. CONCRETE PAVING PER PLAN AND PER DETAIL B, THIS SHEET 2. EXPANSION JOINT PER DETAIL A. THIS SHEET 3. 6" CURB 4. FINISH GRADE 5. A.C. PAVING PER PLAN 6. TOOLED WARNING GROOVES -REFER TO ENLARGEMENT ABOVE RIGHT 7. 90% COMPACTED SUBGRADE 8. TACTILE WARNING SURFACE WITH TRUNCATED DOMES, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. TACTILE SURFACE TO BE CAST-IN-PLACE TILE OR SURFACE-APPLIED MAT, COLOR: SAFETY YELLOW (FEDERAL COLOR 33538) AS MANUFACTURED BY ARMOR-TILE, OR APPROVED EQUAL. HANDICAP ACCESS RAMP • PLAN VIEW 1110"-1'-D'' •• WARNING GROOVES· SECTION 1/2"=1" .... --....;~ . ·-· .. :•··· TYPICAL CURB RAMP CONDITIONS PER PLAN -@ LEGEND 1. CONCRETE INFILL, COLOR AND FINISH PER PLAN 2. EXPANSION JOINT PER DETAIL A, THIS SHEET 3. CONCRETE BAND, COLOR AND FINISH PER PLAN 4. 114" TOOLED RADIUS 5. FINISH GRADE OF ADJACENT PLANTER (WHERE OCCURS) 6. (2) #3 REBAR, CONTINUOUS 7. #4 REBAR, 12" LONG @36' O.C.-PAPER WRAP ONE END 8. 90 90% COMPACTED SUBGRADE-VERIFY WI SOILS ENGINEER'S REPORT NOTES: A. PAVING THICKNESS, BASE PREPARATION AND REINFORCING ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. B. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. CONCRETE BAND 7 J---------1 12° ··4 • . . . . . ·'4 ::., :I . •: .... .. LEGEND: ALIGN EXPANSION JOINTS WITH EDGE OF COLUMNS, TYP. 6 J-----.. - 1. CONCRETE STRIP WITH LIGHT BROOM FINISH ON ALL EXPOSED SURFACES 2. #3 REBAR, CENTERED. CONTINUOUS 3. 112" TOOLED RADIUS 4. FINISH GRADE 5. 90% COMPACTED SUBGRADE -VERIFY WI SOIL ENGINEER'S REPORT 6. EXPANSION JOINT BETWEEN STRIP AND BUILDING, CONTINUOUS 7. COLUMN FACE/ BLDG EDGE 8. BUILDING GLAZING NOTES: A. INSTALL 3/8" BITUMINOUS FELT EXPANSION JOINTS PER PLAN OR, @20'-0" O.C. MAX. WI MASTIC SEALANT. B. WIDTH OF CONCRETE MAY VARY AT BUILDING GLAZING AREAS. CONCRETE MAINTENANCE BAND@ BUILDING FOR LANDSCAPE CONSTRUCTION PLANS SEE SHEETS L 1.1 -L 1.3. A B ~-----<1 ~---<5 ' w MIN. 3" LEGEND: 1. CONCRETE PAVING -REFER TO CONSTRUCTION PLAN FOR COLOR AND FINISH 2. #3 REBAR AT 18" O.C. EACH WAY, CENTERED IN SLAB 3. FINISH GRADE 4. 90% COMPACTED SUBGRADE -VERIFY WI SOIL ENGINEER'S REPORT 5. 114" TOOLED RADIUS NOTES: A. PAVING THICKNESS, BASE PREPARATION AND REINFORCING ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. B. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. CONCRETE PAVING .. :·4•-.··4 .•··· ....... · •. •.·, .. ···· . ,d • •, • • .. .. •• •. A. CONTROL JOINT (SCORELINE) B. EXPANSION JOINT C. COLD JOINT ~----1. 2 .. ......... ·4 ..• ·• .... •. D. SAWCUT JOINT CONCRETE JOINTS LEGEND: 1. 118" RADIUS EDGE 2. PAVING FINISH SURFACE PER PLAN 3. JOINT FILLER PER SPECIFICATIONS 4. BACKER ROD PER SPECIFICATIONS 5. TWO.PART POLYURETHANE SEALANT PER SPECIFICATIONS 8. 112" DIA. X 12" LONG STEEL DOWEL @24" O.C., PAPER WRAP ONE END NOTES: A. LOCATE JOINTS PER SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLAN B. SEALANT COLOR TO MATCH ADJACENT PAVING • 314" IF PAVING LESS THAN 4" THICK 1" IF PAVING 4" THICK OR GREATER FOR LANDSCAPE CONSTRUCTION ENLARGEMENTS SEE SHEET L2.1. FOR LANDSCAPE SPECIFICATIONS SEE SHEETS L7.1 -L7.5. I I D G I LANDSCAPE Al(HITlCTS 17160,dWoy Oieon >id&, CA 92055 Toi 76D 2951221 Fax 760 295 2206 wv.'w.rid~elo.com "AS-BUILT" DATE L.A. _____ EXP, REVIEWED BY: INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. <--+--+-------------------,---, DATE BY DESCRIPTION APP'D REVISIONS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CllY OF CARLSBAD P~NINQ DEPARTMENT LANDSCAPE CONSTRUCTION DETAILS/NOTES TRI CITY WELLNESS CENTER ECR CORPORATE CENTER APPRO\(,ED { 11......(~ PLANNING OWN BY_...cRc.cS=--- CHKD BY __ RS~- FIELD BY PROJECT NO. SDP 05-18 DRAWING! NO. 451-9L L2.2 ~ :k 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 r I I I j I ! I ' ' ' I ! I !i I I I I ~~. ---~ \ ----, .. r,~, I ~., 1 11 -1-- , 1 r I I -t...r- A,16 r T '" I~ - 31 § 38 ' 18' \2' ' I 1.5° A7 29 A6 A17 39 - '-' 44 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 .., 1 t:i ·~ I CJ) I ttl I CJ) I I I I I I I I ' UJ z ::; :c 0 ~ I : -=: SYMBOL Q VAfl H I,. .A. ..... 0 0 e t:> !;> "1 G G e rl □ 0 IZ ;§ .. _..._ -""- ~ " ~ t. ► ~ ~ ~ e ~ ~ e'I !:i ,; iJ> i!> ·~ G) (Zl @ @ (2) @ ® G) NOTES: F MANUFACT. RAIN BIRD EB RAIN BIRD w RAIN BIRD 6) RAIN BIRD Ell RAIN BIRD [§ RAIN BIRD RAIN BIRD ., RAIN BIRD y RAIN BIRD ,. RAIN BIRD !I RAIN BIRD @!!!] RAIN BIRD ® RAIN BIRD ~ HUNTER @ HUNTER ® HUNTER @ HUNTER ® RAIN BIRD IRRIGATION MATERIAL LEGEND MODEL NO./ DESCRIPTION 1806-SAM.PRS TIJRF HEAD WI RAIN BIRD ua SERIES NOZZLES, W/ N.P, CAP 1806-SAM.PRS TIJRF HEAD WI RAIN BIRD ua SERIES NOZZLES, WI N.P. CAP 180e-5AM-PRS TIJRF HEAD WI RAIN BIRD U10 SERIES NOZZLES, W/ N,P. CAP 1 B0G-SAM-PRS TIJRF HEAD W/ RAIN BIRD U12 SERIES NOZZLES, W/ N.P. CAP 1B0G-SAM.PRS TIJRF HEAD W/ RAIN BIRD U15 SERIES NOZZLES, W/ N.P. CAP 1806-SAM-PRS TIJRF HEAD W/ RAIN BIRD 15 STRIP SERIES LCS/RCSISSTICST NOZZLES 1812-SAM.PRS SHRUB HEAD W/ RAIN BIRD 5 SERIES MPR NOZZLES, WI N.P. CAP 1812-SAM.PRS SHRUB HEAD W/ RAIN BIRD 8 SERIES MPR NOZZLES, W/ N.P. CAP 1812-SAM.PRS SHRUB HEAD W/ RAIN BIRD 10 SERIES MPR NOZZLES, W/ N.P, CAP 1812-SAM.PRS SHRUB HEAD W/ RAIN BIRD 12 SERIES MPR NOZZLES, W/ N.P. CAP 1812-SAM.PRS SHRUB HEAD W/ RAIN BIRD 15 SERIES MPR NOZZLES, W/ N.P. CAP 1812-sAM.PRS SHRUB HEAD W/ RAIN BIRD 15 STRIP SERIES LCS/RCS/SSTICST NOZZLES 1806-SAM, 6" POP-UP BUBBLER HEAD, W/ SCST-B-PCS-030, SQ-B.PCS-030, SH-B-PCS-040, SF-B-PCS-060, STREAM BUBBLER NOZZLES. PGJ-00-V-R W/ NOZZLES .7511.012.0 SHRUB ROTOR HEAD ON RISER, INSTALLED WITH CHECK VALVE PGS-ARV W/ NOZZLES 01/04106 SHRUB ROTOR HEAD ON RISER, INSTALLED WITH CHECK VALVE PGS-ARV W/ NOZZLES 03/05/08 SHRUB ROTOR HEAD ON RISER, INSTALLED WITH CHECK VALVE PGS-ARV W/ NOZZLES 04/06/09 SHRUB ROTOR HEAD ON RISER, INSTALLED WITH CHECK VALVE 1401 .25 GPM DEEP WELL BUBBLER HEAD, EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, SEE DEEP WELL BUBBLER DETAIL PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE. ADJUST PER ROOTBALL SIZE TYPICAL. GPM . 10, .73, .20 .28, 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 .49, 1.21, 1.21 .10, .73, .20 .28, 1.55, .52, .1.05 ,41, 2.10, ,82, 1.64 .65, 1.95, 1.30, 2.60 .92, 2.78, 1.B5, 3.70 .49, 1.21, 1.21 .30, .30, .40, ,60 .75, 1.D,2.0 .60, 1.4, 2.4 1.0, 1.8, 3,7 1.4, 2.4, 4.9 .25 (.SO) @ RAIN BIRD 1B06-SAM-PRS, a• POP-UP BUBBLER HEAD, W/ 1402 PRESSURE COMPENSATING FULL-CIRCLE BUBBLER, EACH SYMBOL REPRESENTS TWO BUBBLERS PER PALM ffiEE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF PALM TREE TYPICAL 0.5 (1,0) ® RAINBIRD 1300A-F FULL-CIRCLE ADJUSTABLE BUBBLER WITH PCS-030 SCREEN, EACH SYMBOL REPRESENTS FOUR BUBBLERS PER POT CONTAINER 0.3 (1.2) FOR COMPLETE IRRIGATION LEGEND REFER TO SHEET L4.1 P.O.C. NOTE NOTEA: POINT OF CONNECTION SHALL BE DOWNSTREAM OF EXISTING 1-1/2" RECYCLED WATER IRRIGATION METER AND BACKFLOW PREVENTION DEVICE. 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 P0C INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LAflDSCAPE ARCHITECT. SHOULD THE CCNTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING BACKFLOW DEVICE AND TESTING FOR PROPER OPERATION. SHOULD BACKFLOW DEVICE BE INOPERABLE OR NOT IN PLACE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF SAID BACKFLOW DEVICE. CCNFIRM ANY DISCREPANCIES WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. STATIC WATER PRESSURE DESIGN WATER PRESSURE MAXIMUM SYSTEM DEMAND RESIDUAL PRESSURE 100 PSI 79PSI 48GPM 21 PSI -------: . ,~-' -;;-;:.:-;;;;;f:rr',i ff!!.{1!.tl!E~ · .......... ' ... ~---·········· ..... . .................................. ; ??~:r~~:~:~:~:~:[~~~:.~f, ~::-- ' ·::::::,?::.-:t1.tt;::.~ ..,-.-:::::::: '· ::::\j~::::~::~}:mr:~Ji{ ING'/>: -~ PSI 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 Al'N DAMAGE OR DEFICIENCIES TO EXISTING SLOPE AND STREET TREE PLANTINGS ADJACENT TO THIS PROJECT WILL BE REPAIRED TO CllY STANDARDS. : ::::::::::::;;.::::tfig::::::~i:·:;;;:;: ~ ·:::::~·:.·::,~.:::::4:r::::::::.· ,_ .,,.,._ THOSE AREAS WHERE FIRE HYDRANTS AND BACKFLOW DEVICE ASSEMBLIES ARE TO BE INSTALLED SHALL BE KEPT CLEAR OF SHRUBS FOR A MINIMUM OF 3' IN ALL DIRECTIONS FROM TI-lE DEVICE AND CLEAR OF TREES FOR A MINIMUM OF 10' IN ALL DIRECTIONS FROM THE DEVICE. ' :-:-:-:-:-:1r;;•:•:•:=:::::::•:•: ~ :,-:-:•:•:·:•:·:•:-: '·:•:•:•:-:-~YJ.-:-:-~-:•:•:'f!f.:.-:i.iiit/ :-:•:•:•:-:,::•:•:❖:~W:•:·:•YH:H+'f!.~~:-. '·····~··············--· ...... . ...... ....__,. ....................... . -:-:-:-:-:-:•:•:•~::i:u.,_ .. r-r,.:-n,• .::: . , . ,. .. ,. ................................ -............... -.................................. ................................. • :::. ::. !. :: .............. ,"';"";";"": RADIUS 5 FT 8 FT 10FT 12FT 15FT 4X15 FT 4X30 FT SFT 8FT 10 FT 12FT 15 FT 4X15 FT 4X30FT 3FT 20 FT 25 FT 30FT 35FT N/A N/A 1 FT THIS DESIGN IS DIAGRAMMATIC. MAINLINE, TREE BUBBLERSAND LATERAL LINES ARE SHOWN WITHIN PAVING AND BUILDINGS FOR CI.ARllY 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. ,-' § •. ::: \ \ ' ' DETAIL A A A A A A A A A A A A A A,B A,B A,B A,B X N SHEETL DETAIL, I. i I I; ' Irrigation Water Meler'.Shown w;' in I 71 , I I I KEY MAP NOT TO SCALE PfflJQhr Cl<lli~li'' Refer to 9111 I-+-++ F I I FOR LANDSCAPE IRRIGATION LEGEND SEE SHEET L4.1 FOR LANDSCAPE IRRIGATION DETAILS SEE SHEETS L4.2 -L4.3 FOR LANDSCAPE SPECIFICATIONS SEE SHEETS L7.1-L7.5 MAINTENANCE RESPONSIBLITY APPROVED FOR PLANTING AND ALL PROJECT LAflDSCAPE WILL BE MAINATINED BY OWNER. IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ( \ -.;.....;....;. ___ ..;;.;, ____ ...;; __ ..,.;......;. _______ ...;._~-----------------.~--------------,--------------------'r':!!!!!!!!!!!!!!!!~!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!'!!'!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!I":!!!!!!!!!!!!!!!!• I SHEU II CITY OF CARLSBAD 118tlEEl8' 0 10 20 40 SCALE AND NORTH 60 I I D G E lllDSCAPE IICHITl!TS 1716 Ord Woy Ocellllside, CA 9205' T ti 761 295 7227 Fwr 76D 295 22116 wwwJidaela.wm •As-eutLT· REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO 7 PL'.NNINO DEPARTMENT 21 : IMPLEMENTATION IN FIELD • ..... _ 1i,,,M) ,7.J,-,,?,,, 2/25/08 RS BLDG. 'A' PATIOS & BIOSWALEPI.ANTING LANDSCAPE IRRIGATION AS-BUILT PLAN _ ~ ~ i=a1"='s,::.:oa"'l-':'R'=7s fir>--M=:=O:"-N"':UM:':'E:'-N='T'=" s1G'=°N=c, FLA~GPOL='=E,":-AD=::D;:-,_'=PLAN=T=1N-:=G:----+---TRI CITY WELLNESS CENTER LA. ltlxf/ ExP. --JJ...t•r;/4~i,_,_,0o~ i--t-t-------------r--i::====E=CR=CO=fil>=O=AA=T=E=C='EN=T=E=R=~ REVIEWED er, 1---+-+---------t----il /"i'-~!?T:-~-1'"" I e.-1"'\• cb APPROVEJ ] PLANNING:'.{-DATE '°P 'D DWM SY MJ I,. ,.,. c'"-DATE SY DESCRIPTION ~-5 ...-. t• ._.. 1--~~-----=--=-~~-----~---11 CHKD BY_~R~- OI\TE REVISIONS FIELD BY PROJECT NQ. SOP 05-18 11 DRAWING NO. ] 451-9L L3.1 . :1 ~ . '• • • CONTROLLER 'A' LOCATION REFER TO NOTE "B' BELOW RIGHT REFER TO CONTROLLER NOTE "A" BELOW RIGHT I l i \ CONTRl)CTOR SHf'LL CAP OfF EXIST/ ,G ADJACENT IFp<IGA TION SYSTEM AS REQUIRED. ALL DISCONNECTION POINTS SHALL Bl CONF1R1fD WITH/OfNER'S AUlliORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTJ,.cTOR Sf-lALL BE R~SPONSl\lLI: FOR THE COMf'LETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGAT,ION EQUlf'MENT Al'.JFECTED ,B'1' THE PROPOSED IRRIGATION IMPROVEMENTS. CON1RACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMpVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK. \ \ \ I I I ,.NO DISR4PTION QI;' lliE EXl~TING l~IGATION SYSTEf'-1S WATERING WILL BE ALLOWED DURING C()NSTRUyTION. J\LL ADJAyENT SY:>TEM SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SC~EDULE\ THROU~HOUT CfNSTRU,~,TION • \ 1 "• METROPOLITAN STREET . ' :--.a ----( /f.,. n 14• J1 I - SYMBOL Q VAN H b.. -""-..... (9 :s e t?:,. r;. '1 Cl <3 e (:3 13 B 0 a ~ _..... ..,,,_ " " e ;:. t), ~ ~ ~ " [!I C!! !!! c.11 e! ~ \!) ® IRRIGATION MATERIAL LEGEND F MANUFACT. MODEL NO. I DESCRIPTION GPM PSI RADIUS DETAIL RAIN BIRD 1806-SAM-PRS TURF HEAD WI RAIN BIRD ua SERIES NOZZ!.ES, W/ N.P. CAP .10, .73, .20 30 SFT A $ RAIN BIRD 1806-SAM.PRS TURF HEAD W/ RAIN BIRD ua SERIES NOZZ!.ES, WI N.P. CAP .26, 1.55, .52, 1.05 30 8 FT A w RAIN BIRD 1806-SAM.PRS TURF HEAD W/ RAN BIRD U10 SERIES NOZZLES, W/ N.P. CAP .41, 2.10, .82, 1.64 30 10 FT A ii) RAN BIRD 1806-SAM.PRS TURF HEAD W/ RAIN BIRD U12 SERIES NOZZLES, W/ N.P. CAP .65, 1.95, 1.30, 2.60 30 12FT A Ell RAIN BIRD 1806-SAM.PRS TURF HEAD W/ RAN BIRD U15 SERIES NOZZLES, W/ N.P. CAP .92, 2.78, 1.85, 3.70 30 15 FT A §I RAIN BIRD 1806-SAM-PRS TURF HEAD W/ RAIN BIRD 15 STRIP SERIES LCS/RCS/SST/CST NOZZ!.ES .49, 1.21, 1.21 30 4X15 FT A 4X30FT RAIN BIRD 1 B12-SAM-PRS SHRUB HEAD WI RAIN BIRD 5 SERIES MPR NOZZ!.ES, WI N.P. CAP .10, .73, 20 30 5FT A ,, RAIN BIRD 1 B12·SAM-PRS SHRUB HEAD WI RAIN BIRD 8 SERIES MPR NOZZ!.ES, WI N.P. CAP .28, 1.55, .52, .1.05 30 BFT A 'Y RAIN BIRD 1 B12-SAM.PRS SHRUB HEAD W/ RAIN BIRD 10 SERIES MPR NOZZLES, WI N.P. CAP .41, 2.10, .B2, 1.64 30 10FT A • RAIN BIRD 1812-SAM.PRS SHRUB HEAD W/ RAIN BIRD 12 SERIES MPR NOZZLES, W/ N.P. CAP ,65, 1.95, 1.30, 2.60 30 12FT A • RAIN BIRD 1812-SAM-PRS SHRUB HEAD WI RAIN BIRD 15 SERIES MPR NOZZ!.ES, WI N.P. CAP .92, 2.78, 1.85, 3.70 30 15FT A [e!l RAIN BIRD 1812-SAM.PRS SHRUB HEAD Wi RAIN BIRD 15 STRIP SERIES LCS/RCS/SST/CST NOZZLES .49, 1.21, 1.21 30 4X15 FT A 4X30 FT @ RAIN BIRD 1B06-SAM, 6' POP-UP BUBBLER HEAD, WI 5CST-B.PCS-030, SQ-B.PCS-030, .30, .30, .40, .60 30 3FT A \ I -o-,-Jy' 3/' .\ 1-92.- 1 ~ .J~~~-~ , • ~u\/E LE G) ~ Gil SH·B-PCS-040, SF-B-PCS-060, STREAM BUBBLER NOZZLES. HUNTER PGJ-OQ.V-R W/ NOZZLES .75/1.0/2.0 SHRUB ROTOR HEAD ON RISER, .75, 1.0, 2.0 30 20FT A,B ~ I C':i I ~ I w I ~ I Cl) I ~lr-:::-::::-::==-:-:=:-:::=:~~-::;-:F, Cl) I THIS DESIGNATED ' AREA SHALL BE PROTECTE !:ll : CONTACT WITH RECYCLED ...J OVERSPRAY, MIST, OR RUN IIL-----------'.-~ u I ~ I I I I I I I I I I I I I I I I I I BUILDING 'A' ~W.'P----~ 11 " !;;:;$~-~~ I ~ I I I I I I I I I \ ----~ 19 ' ! ( i . 26 BUILDING 'B' .. ,, ~ \ . --------.. ---, .. ----------. -........ -------------------------MATCHLINE • SEE SHEET L3.3 FOR LANDSCAPE IRRIGATION LEGEND SEE SHEET L4.1 FOR LANDSCAPE IRRIGATION DETAILS SEE SHEETS L4.2 -L4.3 FOR LANDSCAPE SPECIFICATIONS SEE SHEETS L7.1-L7.5 0 10 20 40 SCALE AND NORTH 60 \ \ / '\ ~ff, / . ,)°7~ 31 1t 1· 930' / \ \ \ \ \ \ ~CHLINE • SEE \ \ \ \ ✓v \ _,, ,,, , . THIS QESIGNATED OUTDOOR EA TING AREA SHALL BE PROTECTED AGAJNST '~ .\. CpNTA~T WITH RECYCLED WATER ovi;_~SPRAY, MIST, OR RUNOFF. _,__..,_ _________ _, I I \ I \ \ / ' \ I I D G E IAND!CUE AICIITECT! 1716 Ord Woy Ocean~idt, CA 9205' I~ 76D 29! 7227 Fu 768 295 2206 www_rid~eltt.tnll INSTALLED WITH CHECK VALVE @ @ @ HUNTER PGS•ARV W/ NOZZLES 01/04106 SHRUB ROTOR HEAD ON RISER, .60, 1.4, 2.4 INSTALLED WITH CHECK VALVE (2) @ ® HUNTER PGS-ARV W/ NOZZ!.ES 03/05/08 SHRUB ROT DR HEAD ON RISER, 1.0, 1.8, 3.7 INSTALLED WITH CHECK VALVE ®l (j} @ HUNTER PGS-ARV W/ NOZZLES 04/06/09 SHRUB ROTOR HEAD ON RISER, 1.4, 2.4, 4.9 INSTALLED WITH CHECK VALVE © RAIN BIRD 1401 .25 GPM DEEP WELL BUBBLER HEAD, EACH SYMBOL REPRESENTS TWO BUBBLERS .25 (.50) PER TREE, SEE DEEP WEU. BUBBLER DETAIL PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE. ADJUST PER ROOTBAU. SIZE TYPICAL ® RAIN BIRD 1806-SAM-PRS, 6" POP-UP BUBBLER HEAD, WI 1402 PRESSURE COM PENSA TING 0.5 (1.0) FULL-CIRCLE BUBBLER, EACH SYMBOL REPRESENTS TWO BUBBLERS PER PALM TREE, PLACE BUBBLER$ AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF PALM TREE TYPICAL ® RAIN BIRD 1300A-f FULL.CIRCLE ADJUSTABLE BUBBLER WITH PCS-030 SCREEN, 0.3 (1.2) EACH SYMBOL REPRESENTS FOUR BUBBLERS PER POT CONTAINER FOR COMPLETE IRRIGATION LEGEND REFER TO SHEET L4.1 CONTROLLER NOTE A: CONTROLLER 'A' LOCATION. REFER TO LEGEND FOR CONTROLLER MAKE AND MODEL NUMBER. CONTROLLER ASSEMBLY SHALL BE INSTALLED IN A STAINLESS STEEL ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATNE PRIOR TO COMMENCING WORK. NOTE B: CONTRACTOR SHALL CONNECT PROPOSED NEW IRRIGATION MAINLINE TO lliE EXISTING IRRIGATION MAINLINE LOCATED IN llilS APPROXIMATE LOCATION. CONTRACTOR SHALL VERIFY ACTUAL EXISTING IRRIGATION SYSTEM MAINLINE AND WIRE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL REFER TO VILLAGE OF LA COSTA GREENS, DWG #430-4L, SHEET L-3 FOR IRRIGATION PLANS PREPARED BY GILLESPIE, MOODY, PATTERSON, INC. AND TO IRRIGATION AS-BUILTS FOR EXISTING IRRIGATION SYSTEM LAYOUT. CONTRACTOR SHALL VERIFY ALL IRRIGATION CONNECTION AND DISCONNECTION POINTS IN FIELD Willi OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTES: AfJY DAMAGE OR DEFICIENCIES TO EXISTING SLOPE AND STREET TREE PLANTINGS ADJACENT TO THIS PROJECT WILL BE REPAIRED TO CllY STANDARDS. THOSE AREAS WHERE FIRE HYDRANTS AND BACKFLOW DEVICE ASSEMBLIES ARE TO BE INSTALLED SHALL BE KEPT CLEAR OF SHRUBS FOR A MINIMUM OF~ IN ALL DIRECTIONS FROM THE DEVICE AND CLEAR OF TREES FOR A MINIMUM OF 10' IN ALL DIRECTIONS FROM 11-lE DEVICE. THIS DESIGN IS DIAGRAMMATIC. MAINLINE, TREE BUBBLER$ AND LATERAL LINES ARE SHOWN WITHIN PAVING AND BUILDINGS FOR CLARllY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITI-1 TREES AfJD AS DIRECTED BY OWNER'S AUll-lORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITI-1 OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. KEYMAP 30 25FT A,B 30 30FT A,B 30 35FT A,B 30 NIA X 30 NIA N 30 1 FT SHEETL1. DETAIL, L NOTTO SCALE MAINTENANCE RESPONSIBLITY ALL PROJECT LANDSCAPE WILL BE MAINA TINED BY OWNER. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE J:: _o, LOCATION OF PLANTING AREAS. • ---;- •AS-BUI Lr REVISIONSMUSTBEAPPROVEDBYPUBLICHEALTHENGINEER. ~a I ~11:fNIONf DCAREP.~~ENT l~1 r...o ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO L..!__j. rLJ'V'I "' nn ,..., . L...3.!_j V!' IMPLEMENTATION IN FIELD. ts-. , Ji,,/~,/D //. ,._I, i1t.A 1"21'-=2""5/0e:cB+'R::"'S'-Hi:.._,B::,:L=::DG:::·,:..'A':'' P.::Ac.:TIO:,::S::,.:&~B:::IOe:cSc,_,W:c,ALe:cE:.'..PLAN="-'Tl,.,cNG"---,--+---, LANDSCAPE IRRIGATION AS-BUILT PLAN •~ OO ~ 815/08 RS MONUMENT SIGN, FLAGPOLE, ADD,. PLANTING TRI CITY WELLNESS CENTER ': LA. ilMa7 EXP. .s/4(110 ECR CORPORATE CENTER RF:VIEWED BY: l Z.• 14'...e. f-D_A_TEC-.1..C..BY'-'-______ D::.:E:.:;S.:;cCR.:CIP..:.Tlc:.Oc.:.N ______ ---1...:.A;;..PPc..'D~ INSPECTOR DATE REVISIONS APPROVED 11-~-( CT-E:it...;:tt PUNNINO DWH SY MJ CHKD BY RS flEI.D BY PROJECT NO. SOP 05-18 DFIAWINGI NO. 451-9L L3.2 MATCHLINE -SEE SHEET L3.2 I / \ \ C \ 21/t MIJIUf la' F.O.C. llP. !,j• 1------sf'-A31 'I- x______/ 40 40 37 21/t la' F. , I ~ ~--~ ' BUILDING 'B' 34 // t --r I I I .~ \ >"'=-.c-~ = ~-= . ~-- --------~ ~ ~----== -----I II -----"\ -------.....------------------,_ I // ,,>----~---L -'-.. I / 'I / WATE:R PRESSURE CALCULATIONS / POC NUMBER 1 POC SIZE 1-112· HYDRAULIC GRADE UNE 550 POC ELEV A TION 305 , ELEVATION DIFFERENCE 245 STATIC PRESSURE (PSI) 100 REMOTE CONTROL VALVE# A22 REMOTE CONTROL VALVE SIZE 1·112" R.C.V. DEMAND (GPMI 48 TOTAL DEMAND (GPM) so RCV. ELEVATION 300 STATIC PRESSURE AT R.C.V. 102 see DESCRIPTION PSI LOSS -;: SERVICE LINE 1 2.1 PSI 1-112" WATER METER 2 12.8 PSI 1-112" BACKFLOW PREVENTER 2 12.0 PSI 1-112" BASKET STRAINER 3 2.0 PSI -;: BALL VALVES 4 1.0 PSI 1-112" MASTER CONTROL VALVE 5 1.7 PSI 2-112" 900 FEET OF MAINLINE: TYPE Cl. 315 6 6.8 PSI 1-112" REMOTE CONTROL VALVE B 3.6 PSI 10% LATERAL LINE LOSS . 9 3.0 PSI 10% FITllNG LOSS 10 4.5 PSI 0 ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) 11 0.0 PSI TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #11) 12 49.5 PSI PRESSURE REQUIRED AT HEAD 13 30.0 PSI TOTAL PRESSURE REQUIRED (SUM OF #12 AND# 13) 14 79.5 PSI STA TIC WATER PRESSURE (FROM ABOVE) 15 100.0 PSI RESIDUAL PRESSURE (SUBTRACT# 14 FROM# 15) 16 20.5 PSI SET PRV OR MCV AT(# 14 PLUS 10 PSI) 17 89.0 PSI PRESSURE BOOST, IF REQUIRED (#'14-#15 + 20 PSI) 1B NIA PSI FOR LANDSCAPE IRRIGATION LEGEND SEE SHEET L4.1 FOR LANDSCAPE IRRIGATION DETAILS SEE SHEETS L4.2 -L4.3 FOR LANDSCAPE SPECIFICATIONS SEE SHEETS L7.1-L7.5 0 10 20 40 \ SCALE AND NORTH 60 '----------7 ~,·{:: ·--~---~--\;--,--SYMBOL a v~ H F MANUFACT. RAINBIRO RAINBIRO RAIN BIRD RAINBIRD IRRIGATION MATERIAL LEGEND MODEL NO./ DESCRIPTION 1B06-SAM-PRS TURF HEAD WI RAIN BIRO US SERIES NOZZLES, W/ N.P, CAP 1806-SAM-PRS TURF HEAD WI RAN BIRD US SERIES NOZZLES, WI N.P. CAP 1B06-SAM-PRS TURF HEAD WI RAIN BIRD U10 SERIES NOZZLES, WI NP. CAP 1B06-SAM-PRS TURF HEAD WI RAN BIRD U12SERIES NOZZLES, WI NP. CAP 1B06-SAM-PRS TURF HEAD WI RAN BIRO U15 SERIES NOZZLES, W/ NP. CAP 1B06-SAM-PRS TURF HEAD W/ RAIN BIRD 15 STRIP SERIES LCSIRCS/SST/CST NOZZLES 1812-SAM-PRS SHRUB HEAD WI RAIN BIRD 5 SERIES MPR NOZZLES, W/ NP. CAP 1812-SAM-PRS SHRUB HEAD WI RAIN BIRO B SERIES MPR NOZZLES, W/ NP. CAP 1812-SAM-PRS SHRUB HEAD WI RAIN BIRD 10 SERIES MPR NOZZLES, WI NP, CAP 1812-SAM-PRS SHRUB HEAD WI RAIN BIRD 12 SERIES MPR NOZZLES, WI N.P. CAP 1B12-SAM-PRS SHRUB HEAD WI RAIN BIRD 15 SERIES MPR NOZZLES, WI N.P. CAP 1812-SAM-PRS SHRUB HEAD WI RAIN BIRD 15 STRIP SERIES LCSIRCSISST/CST NOZZLES 1806-SAM, 6" POP.\JP BUBBLER HEAD, W/ SCST-B-PCS-030, SQ-B-PCS-030, GPM PSI RADIUS DETAIL .10, .73, .20 30 SFT A A21 \ \~\ "~-\ \\\ ~T-H',--~-D-E~S-IG_N_A_T-ED_O_U_T_DO_O_R~\\~~ .... . ,EATING AREA SHALL BE , PROTECTED AGAINST , CONTACT WITH RECYCLE!?.. WATER OVERSPRAY; f:,1IST, \ OR RUNOFF. \ \ / G e G 6 13 8 e i!'I 83 E!! l!il <!) @ ® G) 12) CTI ® @ ® ® Q) @ © NOTES: RAINBIRO RAINBIRO RAINBIRO RAINBIRD RAIN BIRD RAIN BIRD RAINBIRO RAIN BIRO RAINBIRO HUNTER HUNTER HUNTER HUNTER RAIN BIRO RAINBIRD RAINBIRD 5H-B-PCS-040, 5F-B-PCS-060, STREAM BUBBLER NOZZLES. PGJ-00-V-R WI NOZZLES ,7511.012.0 SHRUB ROTOR HEAD ON RISER, INSTALLED WITH CHECK VALVE PGS-ARV WI NOZZLES 01/04/06 SHRUB ROTOR HEAD ON RISER. INSTALLED WITH CHECK VALVE PGS-ARV WI NOZZLES 03/05108 SHRUB ROTOR HEAD ON RISER, INSTALLED WITH CHECK VALVE PGS-ARV WI NOZZLES 04106109 SHRUB ROTOR HEAD ON RISER, INSTALLED WITH CHECK VALVE 1401 ,25 GPM DEEP WELL BUBBLER HEAD, EACH SYMBOL REPRESENTS 1WO BUBBLER$ PER TREE, SEE DEEP WELL BUBBLER DETAIL. PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE, ADJUST PER ROOTBALL SIZE lYPICAL. 1806-SAM-PRS, 6' POP-UP BUBBLER HEAD, W/ 1402 PRESSURE COMPENSATING FULL-CIRCLE BUBBLER, EACH SYMBOL REPRESENTS TWO BUBBLERS PER PALM TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF PALM TREE TYPICAL 1300A.f FULL-CIRCLE ADJUSTABLE BUBBLER WITH PCS-030 SCREEN, EACH SYMBOL REPRESENTS FOUR BUBBLERS PER POT CONTAINER FOR COMPLETE IRRIGATION LEGEND REFER TO SHEET L4.1 IRRIGATION GENERAL NOTES: .28, 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 .49, 1.21, 1.21 .10, .73, .20 .25, 1.55, .52, .1.05 .41, 2.10, .82, 1.6-4 .65, 1.95, 1.30, 2.60 .92, 2.78, 1.85, 3.70 .49, 1.21, 1.21 .30, .30 •. 40, .60 .75, 1.0, 2.0 .60, 1.4, 2.4 1.0, 1.8, 3.7 1.4, 2.4, 4.9 .25 (,50) 0.5 (1.0) 0.3 (1.2) IRRIGATION PLANS ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE. ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE ARE TQ BE INSTALLED IN LANDSCAPED AREA NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. THE IRRIGATION CONTRACTOR SHALL ENSURE NO OVERSPRAY ONTO HARDSCAPE, STREETS, WALLS OR ANY OTHER HAROSCAPE / STRUCTURE. CONTRACTOR IS RESPONSIBLE TO SLEEVE ALL PIPE ANO VALVE WIRES CROSSING STREETS, DRIVEWAYS, HAROSCAPE, ETC. SLEEVE SHALL BE A MINIMUM 2x THE DIAMETER OF THE PIPE SLEEVED. ALL LEAD WIRES TO BE #14 GAUGE, ~D BLACK IN COLOR. ALL COMMON WIRE TO BE/114 GAUGE AND WHITE WITH COLORED STRIPE DIFFERING PER CONTROLLER. TWO (2) EXTRA WIRES SHALL BE PROVIDED FOR EACH GROUP OF FIVE (5) VALVES AND LOOPED IN A NEARBY VALVE BOX WITH 2' MINIMUM COIL 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 ,ANY DAMAGE OR DEFICIENCIES TO EXISTING SLOPE AND STREET TREE / PLANTINGS ADJACENT TO THIS PROJECT WILL BE REPAIRED TO CITY STANDARDS. THOSE AREAS WHERE FIRE HYDRANTS AND BACKFLOW DEVICE / ASSEMBLIES ARE TO BE INSTALLED SHALL BE KEPT CLEAR OF SHRUBS 30 8 FT 30 10FT 30 12 FT 30 15 FT 30 4X15 FT 4X30FT 30 SFT 30 8 FT 30 10FT 30 12FT 30 15FT 30 4X15 FT 4X30FT 30 3 FT 30 20FT 30 25FT 30 30FT 30 35FT 30 NIA 30 NIA 30 1 FT A A A A A A A A A A A A A,B A,B A,B A,B X N SHEET L 1.2 DETAIL, L / / FOR A MINIMUM OF 3' IN ALL DIRECTIONS FROM TiiE DEVICE AND CLEAR / ~ OF TREES FOR A MINIMUM OF 10' IN ALL DIRECTIONS FROM TiiE DEVICE. -~ .,..- I I D G E IAll!CAII UCHITICl! 171i Ord Way Om1n>id1, (J 92056 Toi 768 2951227 Fu 760 29l 2lDI www.ridge1a.rom TiilS DESIGN IS DIAGRAMMATIC. MAINLINE, TREE BUBBLERSAND LATERAL LINES ARE SHOWN WITHIN PAVING AND BUILDINGS FOR CU\RITY ONLY, ACTIJAL 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. MAINTENANCE RESPONSIBLITY ALL PROJECT LANDSCAPE WILL BE MAINA TINED BY OWNER. KEYMAP NOTTO SCALE APPROVED FOR PLANTING AND -t. IRRIGATION ONLY, INCLUDING PRECISE ., (Jl LOCATION OF PLANTING AREAS. i ... .As-BUILT. I 8H9EEr II CITY OF CARLSBAD 118HEET8 i• -0 ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO Pl.ANNINO DEPARTMENT 21 ~ I REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, •i-- IMPLEMENTATION IN FIELD. 'cl ,d, Ef t ,/4,, f'2/C'-251'-'-0'-'BrR:"S't7!c'-BC.,:L=D..:.G:..,.:. 'A.c'ccPA::"T:"IOc::S.::.&c::B.:..:IOc::S.:..:Wc.:AL:::EccP.::;LANc:..;_;_Tc_;IN..::.G--,c--,----t---i LANDSCAPE IRRIGATION AS-BUil T PLAN c:: ~ B/5/0B RS MONUMENT SIGN, FI.AGPOLE. ADDt PLANTING TRI CITY WELLNESS CENTER S ...0 1igo7 EXP. ,,/,,(A~ ECR CORPORATE CENTER RrYIEWED BY: INSPECTOR APPROV~( i-----t--+------------+----< tf-.e., Gt, E;l\-4'>1\' It· Pf.~8 1--+--+-----------------4--4 PLANNING DATE :=:==:;::;:;:::=:::;--;:::====::::::;-;:::::::=====~ DWH BY MJ CHKD BY __ RS __ JZ:· ~-Sl6 1-D"-A"--TE;;_,_.;;.BY'-'-_____ _.::.;DE°"S"'CR.;;:IP...;.T"'I0"-N ______ __....;.A;;..PP=-'=-D 4 PROJECT NO. SOP 05-18 DRAWING NO. 451-9L O~TE REVISIONS FIELD BY L3.3 IRRIGATION MATERIAL LEGEND SYMBOL MANUFACT. MODEL NO./ DESCRIPTION DETAIL RAIN BIRD XCZ-1XX-B-COM-NP, (1" OR 1·1/2'1 SERIES DRIP VALVE CONTROL ZONE KIT ASSEMBLY, SIZE AS SHOWN, ASSEMBLY INCLUDES RAIN BIRO PESB RCV. 200 MESH BASKET FILTER(SJ ANO RAIN BIRO PRESSURE REGULATOR. INSTALL XCZ-100-B-COM, 1" FOR DEMANDS LESS THAN 16 GPM. INSTALLXCZ-150-COM, 1-1/2" FOR DEMANDS 16 GPM AND GREATER. INSTALL WITHIN A RAIN BIRO VB-JMB JUMBO VALVE BOX Q RAIN BIRD LD-P-09-12, PURPLE DRIP TUBING WITH .92 GPH EMITTERS 12" ON CENTER, INSTALL TUBING ROWS A MAXIMUM OF 16" APART IN SHRUB AREAS. ALL TUBING SHALL BE INSTALLED 3" BELOW FINISHED SOIL GRADE W/ 9" WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK R,S,T,U NO SYMBOL RAIN BIRD RAIN BIRD NETAFIM MDCFEL o, MDCFTEE W/ MOCF75FPT FITTING FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING ''RAIN BIRD EASY Fir FITTINGS R,S R PROVIDE A TL050MFV-1 AUTOMATIC FLUSH VALVE AT END/MIDDLE OF DRIPLINE 3/4" POI FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE INSIDE A SEPE RA TE ROUND VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. V RAIN BIRD ARV-100 AIRNACUUM RELIEF VALVE INSTALLED WITH A FT-050 CONBINATION TEE AND A 3/4" X 112" REDUCER BUSHING, INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER, MIN. 1 ARV PER 50(1 OF DRIPLINE. USING AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO ALL DRIPLINE LATERALS WITHIN THE ELEVATED AREA. MULTIPLE ARV'S SHALL BE REQUIRED PER RCV WITHIN UNDULATING AREAS, VERIFY QUANTITY PRIOR TO STARTING WORK, INSTALL VALVE BOX 18" FROM PAVING AND AT HIGH POINTS OF PLANTER AREA. INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. w NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL T. CHRISTY'S AS APPROVED AS APPROVED AS APPROVED RECLAIMED WATER VALVE 1.0. TAG INSTALL WITHIN EACH VALVE BOX TYP. N/A ALL VALVE BOXES SHALL BE PURPLE COLOR CODED AND MARKED AS REQUIRED ALL VALVES SHALL HAVE RECLAIMED WATER ID TAGS INSTALLED AS REQUIRED CONTROLLER SHALL HAVE RECLAIMED WATER PLACARDS INSTALLED AS REQUIRED N/A N/A ® AS APPROVED RECYCLED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER PER THE CARLSBAD MUNICIPAL WATER DISTRICT AND SAN DIEGO WATER RECYCLING REQUIREMENTS M AS APPROVED "EXISTING" "EXISTING" "EXISTING" "EXISTING" "EXISTING" FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS NIA la ISi 12] IE1 BACKFLOW PREVENTION ASSEMBLY AND PRESSURE REGULATOR, PROTECT IN PLACE, REPAIR OR REPLACE IF DAMAGED BASKET STRAINER, PROTECT IN PLACE, REPAIR OR REPLACE IF DAMAGED NIA N/A MASTER VALVE, PROTECT IN PLACE, REPAIR OR REPLACE IF DAMAGED NIA FLOW SENSOR, PROTECT IN PLACE, REPAIR OR REPLACE IF DAMAGED NIA PVC PIPE 'Z'-2-1/2" CLASS 315 AS MAINLINES, PROTECT IN PLACE, REPAIR ANY DAMAGE DUE TO CONSTRUCTION N/A • ALL EQUIPMENT SHALL COMPLY WITH CARLSBAD MUNICIPAL WATER DISTRICT RECYCLED WATER REQUIREMENTS FOR RECYCLED WATER NOTES: 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 AVOID 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. ALL SPRAY HEADS ADJACENT TO BUILDING SHALL BE INSTALLED A MINIMUM DISTANCE OF 12" INCHES FROM BUILDING TO AVOID OVERSPRAY ONTO BUILDING OR WINDOWS. ALL LAYOUT SHALL BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. ALL SPRAY HEADS ADJACENT TO PARKING STALLS CURBS WITHIN CAR OVERHANG AREAS SHALL BE MODEL 1806-SAM 6" POP-UP SPRAY HEADS TO AVOID CAR OVERHANG INTERFERENCE. CONTRACTOR SHALL VERIFY ALL CAR OVERHANG AREAS THAT SHALL RECEIVE THE 1806-SAM SPRAY HEADS. 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. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POI.ES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. WHEN A 1BO DEGREE ARC HEAD IS LOCATED WITHIN 3 FEET OF AN OBSTRUCTION THE CONTRACTOR SHALL INSTALL TWO 90 DEGREE ARC HEADS AND ADJUST TO AVOID THE OBSTRUCTION. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH ALL SITE CONDITIONS PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. IRRIGATION SLEEVES SHOWN FOR MAJOR STREET AND DRIVEWAY CROSSINGS FOR CLARITY ONLY. CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 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. TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING AND BUILDINGS FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS 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. CONTROLLER ASSEMBLY LOCATION NOTE: 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. VALVE LOCATION NOTE: IRRIGATION NOTES 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES ANO REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED flEREIN BEFORE BEGINNING WORK. 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO ANY WORK OR TiiE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATNE. 9 CONTRACTOR IS TO PROVIDE ONE ADDITIONAL PILOT WIRE FROM CQNTROLLERALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 10 ALL PIPE AND I OR WIRE UNDER PEDESTRIAN PAVING AREAS TO BE INSTALLED IN A PURPLE RECYCLED WATER PVC PIPE SCH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. ALL PIPE AND/ OR WIRE UNDER VEHICLE PAVING AREAS TO BE INSTALLED IN A SCH. 80 SLEEVE THREE TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM PEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 1'Z' PAST THE EDGE OF THE PAVING. 11 ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE. 12 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. RIDGE LANDSCAPE ARCHITECTS RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. 14 INSTALL POP-UP SPRINKLER ASSEMBLIES WITHIN 10-FEET OF ALL PEDESTRIAN USE AREAS. 15 INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE. SYMBOL Q VAN H F I,, ..,. ..... G 19 e Ell /;1, !> ~ "¥ G (9 e 6} [9 l'3 a l:E 121 El el .. --""'- " ~ e • ~ i,,,. .., 'Y " ~ e • [!I [!I !!I ■ I.I B !!!I ~ ~ & @ @ ® (!) @) ~ 0 -- -' • -3G ------ ® ® (j} ® <., ® © ® ® ® ® @ ...... ® • &. 18! m NO SYMBOL NO SYMBOL MANUFACT. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRO RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD IRRIGATION MATERIAL LEGEND MODEL NO./ DESCRIPTION 1806-SAM.PRS TURF HEAD W/ RAIN BIRD U8 SERIES NOZZLES, W/ N.P. CAP 1806-SAM.PRS TURF HEAD WI RAIN BIRD UB SERIES NOZZLES, W/ N.P. CAP 1806-SAM.PRS TURF HEAD W/ RAIN BIRD U10 SERIES NOZZLES, W/ N.P. CAP 1806-SAM-PRS TURF HEAD W/ RAIN BIRD U12 SERIES NOZZLES, W/ N.P. CAP 1806-SAM.PRS TURF HEAD W/ RAIN BIRD U15 SERIES NOZZLES, W/ N.P. CAP 1806-SAM.PRS TURF HEAD W/ RAIN BIRD 15 STRIP SERIES LCS/RCS/SST/CST NOZZLES 1812-SAM-PRS SHRUB HEAD W/ RAIN BIRD 5 SERIES MPR NOZZLES, WI N.P. CAP 1812-SAM-PRS SHRUB HEAD W/ RAIN BIRD 8 SERIES MPR NOZZLES, W/ N.P. CAP 1812-SAM.PRS SHRUB HEAD W/ RAIN BIRD 10 SERIES MPR NOZZLES, W/ N.P. CAP 1812-SAM.PRS SHRUB HEAD W/ RAIN BIRD 12 SERIES MPR NOZZLES, W/ N.P. CAP 1812-SAM-PRS SHRUB HEAD W/ RAIN BIRD 15 SERIES MPR NOZZLES, W/ N.P. CAP GPM .10, .73, .20 .2B, 1.55, .52, 1.05 .41, 2.10, .82.1.6-4 .65, 1.95, 1.30, 2.60 .92, 2.78, 1,85, 3.70 .49, 1.21, 1.21 .10, ,73, .20 .28, 1.55, .52. .1.ll!l .41, 2.10, .82, 1.6-4 .65, 1.95, 1.30, 2.60 .92, 2.78, 1.85, 3.70 PSI 30 30 30 30 30 30 30 30 30 30 30 RADIUS 5 FT BFT 10FT 12FT 15 FT 4X15 FT 4X30FT SFT BFT 10 FT 12FT 15 FT DETAIL A A A A A A A A A A A RAIN BIRD -----1812-SAM.PRS SHRUB HEAD W/ RAIN BIRD 15 STRIP SERIES LCS/RCSISST/C~s ... T,...N_OZZL,,,...E ... s_ .,....._,·4.,..9_, 1,.21~, ;;.1·:;.21'-,---v"""\,;;.30~ ....... -v.,.4ttXis1q,5fFTf---./--A'-"--.. HUNTER HUNTER HUNTER HUNTER PGJ-00-V-R WI NOZZLES .75/1.012.0 SHRUB ROTOR HEAD ON RISER, INSTALLED WITH CHECK VALVE PGS-ARV W/ NOZZLES 01/04106 SHRUB ROTOR HEAD ON RISER, INSTALLED WITH CHECK VALVE PGS-ARV W/ NOZZLES 03/05/08 SHRUB ROTOR HEAD ON RISER, INSTALLED WITH CHECK VALVE PGS-ARV W/ NOZZLES 04/06109 SHRUB ROTOR HEAD ON RISER, .75, 1.0, 2.0 .BO, 1.4, 2.4 1.0, 1.8,3.7 1.4, 2.4, 4.9 30 20 FT A,B 30 25 FT A,B 30 30 FT A,B 30 35 FT '--..✓"--"'-./'-.._.,,INSTALLED WITH CHECK VALVE"-..__,,...__,......_ ~ RAIN BIRO RAIN BIRD RAIN BIRD RAIN BIRD P.O.C. HAYWARD SUPERIOR HUNTER NIBCO NELSON HUNTER JOHN DEERE LANDSCAPES HUNTER NIA ASAPPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED 3M 1806-SAM, 6' POP-UP BUBBLER HEAD, WI 5CST-B.PCS.(130, 5Q-B-PCS.(130, SH-B-PCS-040, 5F-B-PCS-060, STREAM BUBBLER NOZZLES. 1401 25 GPM DEEP WELL BUBBLER HEAD, EACH SYMBOL REPRESENTS TWO BUBBLER$ PER TREE, SEE DEEP WELL BUBBLER DETAIL. Pl.ACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE. ADJUST PER ROOTBALL SIZE TYPICAL 1806-SAM, 6" POP-UP BUBBLER HEAD, W/ 1402 PRESSURE COMPENSATING FULL-CIRCLE BUBBLER, EACH SYMBOL REPRESENTS TWO BUBBLERS PER PALM TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF PALM TREE TYPICAL. 130DA-F FULL-CIRCLE ADJUSTABLE BUBBLER WITH PCS-030 SCREEN, EACH SYMBOL REPRESENTS FOUR BUBBLE RS PER POT CONTAINER NOTE: .30, ,3D, .40, .60 30 .25 (0.5) 30 0.5(1.DJ 30 0.3 (1.2) 30 ALL SPRAY HEAD BODIES SHALL HAVE FIELD INSTALLED RECLAIMED WATER IDENTIFICATION BODY CAP# 1800 NP COVER NOTE: ALL SPRAY HEADS ADJACENT TO PARKING STALLS CURBS WITHIN CAR OVERHANG AREAS SHALL BE MODEL 1806-SAM, 11" POP-UP SPRAY HEADS TO AVOID CAR OVERHANG INTERFERENCE. CONTRACTOR SHALL VERIFY ALL CAR OVERHANG AREAS THAT SHALL RECEIVE THE 1806-SAM SPRAY HEADS. 'EXISTING' 1-1/2' RECYCLED WATER IRRIGATION METER WITH 2" SERVICE LINE, VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE IN FIELD MODEL #72 BASKET STRAINER 2" SIZE, WITH 80 MESH FILTER ELEMENT MODEL 3200-R 1-1/2" NORMALLY CLOSED RECYCLED WATER MASTER CONTROL VALVE FLOW-CLJK-150, 1-112" FLOW SENSOR WITH ( FCT) SENSOR BODY INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER, CABLE SHALL BE INSTALLED WITHIN 1" PVC CONDUIT, FLOW SENSOR IS PROVIDED AS PART OF CONTROLLER ASSEMBLY T-5B0, 2" BRONZE BALL VALVE, SIZE PER MAINLINE 7645 NON-POTABLE QUICK COUPLER VALVE WITH MAGENTA LOCKING COVER ICV-FS-AS-R (1" OR 1-1/2j SERIES PRESSURE REGULATING, RECYCLED WATER, REMOTE CONTROL VALVE WITH PURPLE HANDLE, SIZE AS SHOWN CA6-HU1-48/HFC-150/RSE/EMP18, 48 STATION CONTROLLER ASSEMBLY, INSTALLED WITHIN STAINLESS STEEL PEDESTAL ENCLOSURE AS PART OF ASSEMBLY SG-MC, MINI-CLIK RAIN SENSOR INSTALLED WITHIN VANDAL RESISTANT ENCLOSURE AND WIRED TO CONTROLLER, RAIN SENSOR IS PROVIDED AS PART OF CONTROLLER ASSEMBLY 120VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD PURPLE RECYCLED WATER PVC PIPE 3/4" -2" SCH. 40 AS LATERAL LINES 12" BELOW GRADE PURPLE RECYCLED WATER PVC PIPE 2!' -2-112" CLASS 315 AS MAINLINES 111" BELOW GRADE 2-1/'Z' CONNECTION OF NEW MAINLINE TO EXISTING MAINLINE, VERIFY SIZE, LOCATION ANO CONNECTION POINTS IN FIELD 3FT N/A NIA 1 FT PURPLE RECYCLED WATER PVC PIPE SCH. 40 AS SLEEVING UNDER PEDESTRIAN PAVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. PVC PIPE SCfl. ao AS SLEEVING UNDER VElilCLE PAVING, THREE TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. LATERAL SLEEVE DEPTH UNDER VEHICLE PAVING= 30", LATERAL SLEEVE DEPTH UNDER PEDESTRIAN PAVING• 12", MAINLINE/ WIRE SLEEVE DEPTH UNDER VEHICLE PAVING = 38", MAINLINE/ WIRE SLEEVE DEPTH UNDER PEDESTRIAN PAVING= 111" IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) OBY DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS ,-----VALVE NUMBER Al 30 -G.P.M. 1.5" 1 Ooo' -APPROXIMATE LINEAR FOOTAGE OF DRIP TUBING ~----VALVE SIZE A X N SHEETL12 DETAIL, L N/A C D E F G,K H,K NIA J J N/A J J,L L APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER, ALL VALVES SHALL BE INSTALLED THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS. ,-------------r---------::::::::::::::::.-r-----------------,-----------------------,~--~!'!!!!'!'!!!!'!'!'!!!!!!'!!!!'!'!!!!'!'!!!!'!'!!!!'!'!!!!'!'!!!!'!'!!!!'!'!!!!'!'!!!!'!!!'!'!!!~!'!!!!'!'!!!!'!!!" ·As-au I Lr REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, I SH1EET0 11 E•rrN,oN! 0cEP~k™saENADT I JSHEETS21 ..,J_ I I O G E 111D!CAPE AICM I IE Cit 1716 Drd Wa, OctoB~id1, U. 9205' Toi 768 29l 72'.!7 Fax 750 295 22116 www.rid;cl11..ro11 , ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO . r~ "' nn . ~ IMPLEMENTATION IN FIELD. ,,.,,;;,_,~t;6_; j l7Ji-1/41 2125/08 RS BLDG.'A'PATIOS&BIOSWALEPLANTING v• .• ~ ~ f"B--:/5--:/0"'B+R--:Sti,..C,MccOc.cN:..UM--::::-EN--:T-'S-'l:..:Gc.cN,:;,;FLA=GPOL==E,c:.A..::D:..:O'L=PLAN..:..::..._T_IN-G,----,f----l LA. -It.id! EXP, {6po REVIEWED aY: {:Z,"t,"'8, I-DA_T_E...,LB:;,;Y_,_ ______ ..::D.:cES:;,;C:c.R;:clP..:.Tlc::O:..:.N _______ ___,_..:.A::.PP:..'.:cD-1 INSPECTOR DATE REVISIONS LANDSCAPE IRRIGATION LEGEND TRI CITY WELLNESS CENTER ECR CORPORATE CENTER Pl.ANNINO OWN BY MJ CHKD aY RS FIELD BY PROJECT NO. SOP 05-18 II DAAWIN<II NO. ] 451-9L L4-1 ~ =--• ..,.Q r- -- NOTES: USE 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH. INSTALL FLOW SENSOR PER MANUFACTURES RECOMMENDATIONS. INSTALL RAIN MASTER EV-CAB-SEN CABLE WITHIN 1' SCH. 40 PVC CONDUIT AND WIRE TO CONTROLLER. LEGEND @ NOMINAL SIZE SOLID BRICK (3 REQ.) r.;,. MAINLINE SIZE PER FLOW SENSOR \.!,/ LENGTH AS REQUIRED (i) 1" PVC WIRE CONDUIT @ PVC MAINLINE TO MASTER VALVE @ PEA GRAVEL MINIMUM 1 CUBIC FOOT @ FLOW SENSOR @ FINISHED GRADE ® VALVE BOX WITH PURPLE COVER, HEAT BRAND "FS" ONTO LID. @ LANDSCAPE FABRIC SECTION VIEW -N.T.S. @ FLOW SENSOR LEGEND Q) PAVING (NON ROAD) ® UNDISTURBED SOIL @ LESS THAN 3" DIAMETER PIPE SCHEDULE 40 PVC '4' 3" -5-112' IN DIAMETER '.:!I SCHEDULE 40 PVC ® CLEAN COMPACTED BACKFILL '6'\ 6' OR GREATER IN DIAMETER PIPE ~ SCHEDULE 40 PVC 0 WIRE SLEEVE ® ® 6' OR GREATER IN DIAMETER PIPE SCHEDULE 80 PVC 6' OR LESS IN DIAMETER PIPE SCHEDULE 80 PVC © ROAD PAVING © TWO METALLIC WARNING TAPES NOTES: 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" IN DIAMETER-24" COVER, 6' OR GREATER IN DIAMETER-36" COVER, SCHEDULE 40 PVC SLEEVES UNDER ROADS SHALL BE THREE TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. 6' OR LESS IN DIAMETER-36' COVER, GREATER THAN 6" IN DIAMETER· 4B" COVER, SCHEDULE 80 PVC. TAPE CONTROL WIRES TO MAINLINE AT 1 D-FEET ON CENTER. 0 SECTION/ELEVATION N.T.S. PIPE/SLEEVE INSTALLATION STREETS 3.5 FEET POTABLE SERVICE LINE---~ (SEE IMPROVEMENT DRAWINGS) \ 12' MINIMUM REQUIRED VERTICAL SEPARATION RECYCLED WATER IRRIGATION --------~ MAINLINE WI SLEEVE 'g NOTE: ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABLED AS SPECIFIED SECTION VIEW -N.T.S. @ POTABLE MAINLINE CROSSING METER BOX WI METER----, SIDEWALK------- CURB ---~ APPROX. 8' POT ABLE SERVICE LINE 24' 4' MIN. TO POTABLE MAINLINE IN STREET RECYCLED WATER IRRIGATION MAINLINE W/ SLEEVE NOTE: VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24' FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 4' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. SECTION VIEW -N.T.S. 12"MIN. ® POTABLE SERVICE LINE CROSSING LEGEND (i) PVC MAINLINE SEE LEGEND FOR 1YPE @ 6" MINIMUM DEPTH PEA GRAVEL @ LANDSCAPE FABRIC @ SCH 80 PVC FEMALE ADAPTER (2 REQ.) @ MASTER CONTROL VALVE SEE LEGEND FOR 1YPE @ SCH. BO PVC NIPPLE LENGTH AS REQUIRED G) SCH. BO PVC UNION NOTES: @ VALVE ID TAGS ® NOMINAL SIZE SOLID BRICK (4 REQ.) © PVC MAINLINE TO FLOW SENSOR Q) FINISHED GRADE @ RECTANGULAR VALVE BOX WITH PURPLE COVER, HEAT BRAND "MV' ONTO LID. @ RECYCLEDWATERWARNINGTAG @ CONTROL WIRES WITH EPOXY FILLED CONNECTIONS PROVIDE 24" COIL OF WIRE AT VALVE INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE MAINLINE DEPTH. • ' SECTION VIEW -N.T.S. @ -MASTER CONTROL VALVE CD ® LEGEND 1. LOCKING LIO, SHOWN OPEN 2. TERMINAL STRJP FOR REMOTE CONTROL VALVE WIRE CONNECTION 3. STAJNLESS STEEL. U.L LISTED, PAEORILLED, REMOVABLE BACKBOARD. REMOVABLE FRONT PANB. NOT SHOWN. POURED CONCRETE PAD 19" x 19" x.12" DEEP SLOPE EDGES TO DRAIN 4. FINISHED GRADE 5. 3• PVC CONDUIT FOR CONTROL WIRES TO VALVES 8. 1 1/4" PVC CONDUIT/SWEEP FOR ELECTRICAL SERVICE 7. 1" PVC CONDUIT/SWEEP FOR GROUND ROD CABLE 8. (1) 5/B"X~ COPPER GROUND ROD MINIMUM W/ #10 GROUND WIRE ANO CLAMP. INST AU.. INSIDE A 10~ ROUND BOX, GROUND ROD TO BE LOCATED WITHIN 16' OF CONTROLLER CONTRACTOR SHALL INSTAU.ACTUAL GROUNDJNG EQUIPMENT PER MANUFACTURERS SPECIFICATION 9. POWER SWITCH ANO RECEPTACLE 10. STAJNLESS STEEL TOP-ENTRY CONTROLLER ENCLOSURE NEMA 3R RA!NPROOF RATED 11. RAIN SENSOR SECTION/ELEVATION N.T.S. 12. CONTROLLER, SEE LEGEND FOR TYPE 13. CONCRETE BASE 14. 1" PVC CONDUIT I SWEEP FOR PLOW METER 15. EPOXY SEALANT 18. WARNING SIGN "RECLAIMED WATER DO NOT DRINK" IN ENGLISH AND SPANISH, LOCATED ON OUTSIDE OF ENCLOSURE CONTROLLER ASSEMBLY st.T AT fl)QE 0F _,....._. LEGEND 0 SPRAY HEAD NOZZLE ( SEE LEGEND FOR TYPE) @ IRRIGATION POP-UP HEAD ( SEE LEGEND FOR TYPE) ® PVC RISER• SCH. SO SEI' AT EDGE r, 0 PVC LATERAL PER PLAN. ROOTB>li. @ TREE PIT PER PLANTING DETAILS. e ® FINISH GRADE G) TREE ROOT BALL @ TREE TRUNK @ SET ON UNDISTURBED NAlNE SOIL 2 @ MARLEX 90 DEG. STREET ELL. JOINT ~ 0 "PERCOI.ATIONTESTTO BE DONE FOR DEEP WATERING AND RESULTS RETURNED TO LANDSCAPE DESIGNER POP-UP TREE BUBBLER 0 10 20 40 60 SCALE AND NORTH LEGEND 0 FINISHED GRADE IN TURF AREAS @ VALVE BOX WITH 'T" COVER, USE STAINLESS BOLT, NUT, AND WASHER BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BS' ONTO LID. 0 PVC MAINLINE TO MASTER VALVE, PIPE PER SPECS. ® 314" ROCK, 2 CUBIC FT. ® BRICK SUPPORTS @ LANDSCAPE FABRIC ® FINISHED GRADE IN SHRUB AREAS @ BASKET STRANER, SEE LEGEND FOR SPECIFICATION © PVC MAINLINE FROM P.O.C. ® BRASS NIPPLE TYP. @ PRESSURE REGULATOR @ BRASS UNION (TWO REQUIRED) @ PVC SCH BO FEMALE ADAPTER @ RECYCLED WATER WARNING TAG NOTE: USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE BASKET STRAINER ASSEMBLY. SECTION VIEW-N.T.S. @ BASKET STRAINER/ PRV LEGEND ® SCH. SO PVC NIPPLE LENGTH AS REQUIRED © PVC LATERAL LINE PIPE @ SCH 80 PVC THREADED ELL ® SCH 80 PVC FEMALE ADAPTER © FINISHED GRADE ® REMOTE CONTROL VALVE @ CONTROL WIRES WITH EPOXY FILLED CONNECTIONS SEE LEGEND FOR TYPE PROVIDE24" COILOFWIREATVALVE © PEA GRAVEL MINIMUM 1 CUBIC FOOT @ PLASTIC RECTANGULAR VALVE BOX WITH @ LANDSCAPE FABRIC PURPLE COVER, HEAT BRAND "RCV" ONTO LID. ® PVC MAINLINE, DEPTH PER SPECS. ® FEMALE ADAP. SCH. 80 PVC 0 SCH 80 PVC TEE ® SCHEDULE 80 UNION @ NOMINAL SIZE SOLID BRICK (4 REQ.) @ RECYCLED WATER WARNING TAG ~ ® VALVEIDTAGS NOTES: 1. USE 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH AND USE SCH. 40 PVC FITTINGS ON NON-PRESSURE SIDE OF VALVE. 2. SET TOP Of VALVE BOX 112" ABOVE FINISHED GRADE IN TURF AREAS AND 2' ABOVE FINISHED GRADE IN GROUND COVER AND SHRUB AREAS. SECTION/ELEVATION N.T.S. ® REMOTE CONTROL VALVE NOTE: 1. TWO MINIMUM PER SITE DESIGN NOTES: 1. 2' SQ. ALUMINUM TUBE PAINTED TO MATCH FRAZEE -ORANGE PEAL" 2. FINISH GRADE 1 CONCRETE FOOTER 4. ~x14'x1/8' ALUMINUM PAINTED TO MATCH PURPLE PMS #268 5. HP WHITE VINYL GRAPHICS '.i' \ "' CAUTIO RECU.IED WA TEii USED FOR IIIRIGA TION DO NOT DU« • CUllADO AGUA RECLAIIAllA UNICAMENTI PARA REGAR PROHIBO TOIIAR SECTIONVIEW-N.T.S. RECLAIMED WATER SIGN • .• • NOTE: LEGEND 1. SHRUB ADAPTER SPRAY HEAD, SEE LEGEND FOR SPECIFICATION 2. SPRING TYPE ANTI-DRAJN VALVE 3. REBAR STAKE, #4 X 30~ LENGTH 4. VANDAL.PROOF CLAMP USE IN 3 Pt.ACES 5. FINISHED GRADE B. UNDISTURBED SOil 7. ULTRA-VIOLET RESISTANT SCH 4() PVC PIPE, 5 LENGTH AS REQUIRED 8. SCH 40 PVC THREADED COUPUNG 9. HUNTER SJ SERIES (OR APPROVED EQUAL) PRE-ASSEMBLED TRIPLE SWING JOINT, LAY LENGTH TO BE B" MINIMUM SIZE AS PER SPRINKLER OUTLET 1 D. SCH 4() PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE 11. LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED 12. RECYCLED WATER WARNING LABa INSTALL SPRINKLER HEADS 12' FROM FENCES WALLS OR BUILDINGS. DO NOT INSTALL SPRINKLER HEAD WITHIN 35' OF PAVING, CURBS OR TURF EDGES. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAY TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. ~ C N TION .T .• ® HEAD ON RISER -:, I I 5 NOTES: LEGEND CD ® @ © ® @ 0 ® ® © © @ QUICKCOUPLING VALVE WITH LOCKING COVER SEE LEGEND FOR TYPE BRASS NIPPLE BRASS ELL PVC MAINLINE SEE LEGEND FOR TYPE #4 REBAR 35" MIN. LENGTH LANDSCAPE FABRIC NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQ.) PEA GRAVEL MINIMUM 1 CUBIC FOOT STAINLESS STEEL CLAMP (2 REQ.J FINISHED GRADE ROUND VAL VE BOX WITH PURPLE COVER, HEAT BRAND "QCV" ONTO LID. RECYCLED WATER WARNING TAG 1. USE 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH 2. SET TOP OF VALVE BOX 1/2' ABOVE FINISHED GRADE IN TURFAREASAND2' ABOVE FINISHED GRADE IN GROUND COVER AND SHRUB AREAS. 3. au ICK COUPLER VAL VE SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. SECTION VIEW-N.T.S. @ QUICK COUPLER VALVE 11----{'.2 111----{3 NOTE: LEGEND CD ® @ LOW VOLTAGE WIRES POLY TUBE PRE-FILLED WITH WATERPROOF GEL WIRE CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 1/2" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECT/OR. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. WIRE SPLICE/CONNECTOR SHALL BE CONNECTOR KING, MODEL SA101 OR MODEL SA102 KIT SHALL INCLUDE A WIRE NUT CONNECTOR, AND A POLY TUBE PREFILLED FILLED WITH A WATERPROOF SEALING GEL DIRECT BURY SPLICE KIT SA 101 SHALL BE USED TO ELECTRICALLY CONNECT 2 #14 AND/OR 1 #18 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE MODEL SA 102, A LARGER APPROVED WIRE CONNECTER. SECTION VIEW· N.T.S. CD WIRE CONNECTION •AS-BUILT• LEGEND CD SPRAY HEAD ( SEE LEGEND PtlR:lf'ff!J!JPLE COVER FINISH GRADE APPROVED BACKFILL IRRIGATION HEAD ( SEE LEGEND FOR TYPE) 4}--~ MANUFACTURED SWING JOINT PVC LATERAL LINE PIPE NOTES: SCH. 80 PVC LATERAL TEE PURPLE CAP INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. INSTALL SPRINKLER HEADS 6' FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS 4' FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS 12' FROM ALL BUILDINGS AND WALLS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. DO NOT SCALE DRAWINGS. SECTION VIEW-N.T.S. @ POP-UP SPRINKLER LEGEND CD BALL VALVE, SEE LEGEND FOR TYPE. INSTALL SHUTOFF HANDLE PERPENDICULAR TO BOX LID. ® SCH. BO PVC NIPPLE LENGTH AS REQUIRED @ SCH. BO PVC UNION @NOMINAL SIZE SOLID BRICK (4 REQ.) 0 PEA GRAVEL MINIMUM 1 CUBIC FOOT ® PVC MAINLINE, DEPTH PER SPECS. ® FINISHED GRADE @ SCH BC PVC FEMALE ADAPTER ( 2 REQ.) @ RECTANGULAR VALVE BOX WITH PURPLE COVER, HEAT BRAND "BV" ONTO LID. ® LANDSCAPE FABRIC © RECYCLED WATER WARNING TAG ~ NOTES: 1. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE MAINLINE DEPTH. 2. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE. INSTALL VALVE CENTERED IN BOX. SECTION VIEW -N.T.S. ® BALL VALVE Zr-+--1 A1 I A2 I J;----t~ ,~1 12"TYP. L 12" L L 12" L 'I ., ., " 12' LEGEND 1. RCV HEAT BRANDED ONTO VALVE BOX LID 9 2. APPROPRIATE STATION NUMBER HEAT BRANDED ONTO VALVE BOX LID 3. RECTANGULAR VALVE BOX TYP. 4. QUICK COUPLING VALVE BOX, TYP. NOTES: A. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE B. SET RCV AND VALVE BOXASSEMBL YIN GROUND-COVER/SHRUB AREA WHERE POSSIBLE C. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. D. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOXES. ® PLAN VIEW· N.T.S. VALVE BOX LAYOUT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. .c =-U'\ -I ..s> I SH1EE1'1 II CITY OF CARLSBAD ,,~EE21 ra j ~ ,-. Pt.ANNING DEPARTMENT . . ~ REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD • ft/, 7/41 2/25I0B RS BLDG. 'A' PATIOS & BIOSWALE PLANTING 1;:::==================::::::.====~ • ~ F8/:.:5:..:ID:.::8+R:::S+:-.>.:..::M.=0:..:N.:::UM.:.:E::Nc:..l:..S::.:l.=G'-"N,:.;_F.=LAc::G::PO..=..:L::::,E,:.;_AD=D.='-c:..PLAN.:.::..:T.:.:IN:..:G:...._,.---l LANDSCAPE IRRIGATION DETAILS TRI CITY WELLNESS CENTER ECR CORPORATE CENTER I I D G E LIIDSCA1£ IICYIIICH 1716 Ord Woy Oceansidt, CA 92056 Tel mmrm Fu 761 295 220! www.1idgelo.to11 L.A. REVIEWED BY: INSPECTOR EXP. REVISIONS PLANNING OWN SY MJ CHKD BY __ R_S __ FIELD SY PROJECT NO. SOP 05-18 lt-11~ DATE DRAWING NO. 451-9L L4.2 I ! I NOTE: LEGEND CD LINE FLUSHING VALVE TL05DMFV-1 ® S x 1/2" PVC 9D ELL (SIZE AS REQ'D) 11= ® LANDSCAPE FABRIC @ NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQ_) 6 ® PEA GRAVEL MINIMUM 1 CUBIC FOOT @ PVC LATERAL (OR EXHAUST HEADER) 0 FINISHED GRADE @ VALVE BOX WITH COVER MARKED "QCV" SECTION/ELEVATION N.T.S. Ci) DRIP FLUSH VALVE GUIDELINES FOR RECLAIMED WATER USE The following guidelines are intended to provide the basic parameters for the use of reclaimed water in landscape irrigation. To operate your system in compliance with these guidelines you must: 1. Irrigate between the hours of 9:00 p.m. and 6:00 a.m. only. Watering outside this time frame must be done manually with qualified supervisory personnel on- site. No system shall at any time be ieft unattended during use outside the normal schedule. 2. Irrigate in a manner that will minimize runoff pooling and ponding. The application rate shall not exceed the infiltration rate of the soil. Timers must be adjusted so as to be compatible with the lowest soil infiltration rate present. This procedure may be facilitated by the efficient scheduling of the automatic control clocks, (I.e. employing the repeat function to break up Iha total irrigation time inlo cycles that will promote maximum soil absorption). 3. Adjust spray heads to eliminate overspray into areas not under the control of the customer. For example, pool decks, private patios, streets and sidewalks. 4. Monitor and maintain the system to minimize equipment and material failure. Broken sprinkler heads, leaks, unreliable valves, etc., should be repaired as soon as they become apparent 5. Educate all mainlenance personnel, on a continuous basis, of the presence of reclaimed water, and the fact that ii is not approved for drinking purposes_ Given lhe high turnover rate of employees in the landscape industry, it is important that this information be disseminated on an almost daily basis. It is you1 the landscape contraclor, who is responsible for educating each and every one of your employees. 6. Obtain prior approval for all proposed changes and modifications to any an- site facilities. Such changes must be submitted to, 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 and will result in termination of service until the appropriate corrective steps have been taken. RECYCLED AND POTABLE WATER CROSSING WHEN POTABLE WATER LINE AND RECYCLED WATER LINE CROSS, THE RECYCLED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. A 10 FOOT HORIZONTAL SEPERATION BETWEEN POTABLE WATER AND RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINES MUST BE INSTALLED ABOVE THE RECYCLED LINE. ASSURE TI-IAT NO "RECLAIMED WATER" IS INSTALLED PAST "PRIVATE PROPERTY" LINES_ THIS INCLUDES ANY GATED ENTRIES TO HOMES, BACK YARDS, OR ANY AREA UNDER THE CONTROL OF THE INDIVIDUAL HOMEOWNER. 1 SUPPLY HEADER PVC SCH 40 WITH COMPRESSION FITTINGS: RAIN BIRD 600-CF-1 2 CONTROL ZONE KIT: 9 RAIN BIRD XCZ-XXX 3 MAINLINE PVC PIPE 4 LANDSCAPE DRIPLINE TUBING: RAIN BIRD LANDSCAPE DRIPLINE 6 POTABLE-LD-09-12 NON-POT ABLE • LDP-09-12 DRIPLINE SPACING 12"-16" 5 AIRNACUUM RELIEF VALVE: 5 6 9" WIRE STAKES FIVE (5) FEET ON CENTER 7 EASY FIT COMPRESSION FITTINGS: COUPLING· RAIN BIRD MDCFCOUP FLUSH CAP· RAIN BIRD MDCFCAP 4 8 COMPRESSION ADAPTER: RAIN BIRD 600-CF-1 NOTE: WHEN GLUING THE 1/2" 601}-CF-1 ADAPTER INTO THE PVC TEE, USE AN ABS TO PVC BONDING SOLVENT 9 LATERAL LINE TO NEXT PLANTER PLAN VIEW N.T.S. ® DRIPLINE LAYOUT RECYCLED WATER 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 ;..1sed to eliminate or control to the best possible; ponding, run-off, over-spray and misting. 4. Hose bibbs 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. 8. Hours for irrigation with recycled water are from 10:00 p.m. to 6:00 a.m. The hours for irrigation with disinfected tertiary recycled water may be modified by the local authority. Irrigation during public use periods with disinfected tertiary recycled water shall be under the supervision of the designated user supervisor. Irrigation with water of a lesser quality than disinfected tertiary recycled water shall be between the hours of 10:00 p.m. and 6:00 a.m. 9. Burial of all wiring and pipe shall meet the City of Carlsbad's Rules and Regulations. 10. Non-designated use areas shall be protected from contact with recycled water, whether by windblown spray or by direct application through irrigation or other use, Lack of protection, whether by design, construction practice or system operation, is strictly prohibited. 11. Irrigation heads shall be relocated or adjusted to minimize or eliminate over.spraying on sidewalks, streets and non-designated use areas. 12. Recycled water quick coupling valves shall be of a type designed for use on recycled water 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 Safoty Code. 14. All irrigation pipe shall be stenciled with the warning "Non-Potable or Recycled Water'', color coded (purple) and laid with lhe warning tape and stenciling oriented toward lhe top of the trench per lhe 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 andlor regulatory agency. Mearsurements shall be between facing surfaces, no 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 othar utii:ties. 17. If a constant pressure recycled water line shall be Installed above a potable water line or less than twelve inches below a potable waler line, then the recycled water line shall be installed within an approved protective sleeve as per the City of Carlsbad's Rules and Regulations. 1 B. Developer/Contractor shal! 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 a .. ,y use of recycled water. 19. The required cross-connection inspection shall be done by either the Carlsbad Water District and/or the San Diego Counly Department of Environmental Health. Copies of inspecLion reports will be forwarded to the non-inspecting party. 20. The design proposed for recycled water "Do Not Drink" signs shall be placed as directed by the City. 21. A physical separation shall be provided between adjacent areas irrigated with recycled water and potable water. Separation shall be provided by distance, concrete mow strips or other approved methods. 22. All pressure mainline pipa from the recycled water system shall be installed to maintain a 10 foot minimum horizontal separetion 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 crossir19 in a cl 200 purple pvc sleeve which extends a minimum of 5 feet an either side of the potable water pipe. Provide a minimum vertical clearance of 12 inches. 23. Contact the City's Office two days prior to the irrigation 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 result in termination of service until the appropriate corrective steps have been taken. ~j::1::::::::::;::11m LEGEND CD FINISHED GRADE 3" ® 3" FINISHED SOIL 3 ® DRIP TUBING TYPICAL BOTH SIDES 4 @ RAIN BIRD "EASY FIT" MDCFTEE FITTING ® RAIN BIRD "EASY FIT" MDCF50F PT 1 /2" ADAPTER 12" @ 1/2" SCH BO T.0-E. NIPPLE LENGTH AS REQUIRED 7 0 KING BROTHERS FLEXIBLE NIPPLE, #FVN-500-6F 8 MIPT x FIPT, 6" LENGTH) @ SCH. 40 PVC TEE SxSxT, LI ~E SIZE BY 1/2" 9 ® PVC LATERAL LINE SECTION/ELEVATION N.T.S. @ DRIPLINE CONNECTION TWO BUBBLERS PER TREE ~------4-INCH GRATE (INCLUDED) • + + + + -+ + + + -+ + + + -+ + + + -+ + + + -+ + + + -+ + + + -+ + + + -+ + + + -+ + + + -+ + + + -+ + + + • + + + + + + + + + + ~-----ROOT WATERING SYSTEM: RAIN BIRD RWS-BCG (INCLUDES 1401 0.25 GPM BUBBLER WITH RISER, CHECK VALVE, GRATE, SWING ASSEMBLY, 1/2" MALE NPT INLET, AND BASKET CANISTER) '------FINISH GRADE ......__ ____ BUBBLER: RAIN BIRD 1401 0.25 GPM (INCLUDED) -------CHECK VALVE (INCLUDED) --------OPTIONAL PEA GRAVEL OR RWS SAND SOCK (RWS-SOCK) FOR SANDY SOILS i::;~lf'--_::-:::-=-=-=-=-=-=_:_F_::IL:::L_:W:_:1:TH 3/4" GRAVEL TO BOTTOM OF CHECK VALVE E;. 1/2-INCH PVC SCH 80 NIPPLE (INCLUDED) ~--------1/2-INCH 90-DEGREE ELBOW (INCLUDED) ~_J~~~~-:..:::::::::!!::::::;:::::~~-12•1NCH SWING ASSEMBLY (INCLUDED) 1/2-INCH MALE NPT INLET (INCLUDED) PVC SCH 40 TEE OR EL ~-----LATERAL PIPE ~------4-INCH BASKET WEAVE CANISTER (INCLUDED) ~J-'~-"'j-L -_ ""_ -___ ,._ ~-""-o:'!_ Ll_ ~_Q._!_:' _________ AMMENDED BACKFILL L-------------------ROOT BALL OF TREE SECTION VIEW -N.T-5. @) ROOT WATER SYSTEM 21----4 LEGEND 1. PVC SCH 40 ELL 2. PVC SCH BO NIPPLE (TYPICAL, LENGTH AS REQUIRED) 3. PVC SCH 40 TEE OR ELL 4. PVC SCH BO NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL 5. PVC MAINLINE, DEPTH PER SPECS. 6. PEA GRAVEL MINIMUM 1 CUBIC FOOT 7. LANDSCAPE FABRIC 8. NOMINAL SIZE SOLID BRICK (4 REQ.) 9. PVC LATERAL TO DRIP SYSTEM 1 Q. PVC SCH 40 MALE ADAPTER 11. PVC SCH BO UNION 12. PRESSURE REGULA TOR 13. BASKET FILTER 14. REMOTECONTROLVALVE SEE LEGEND FOR TYPE 9 15. CONTROL WIRES WITH EPOXY FILLED CONNECTIONS PROVIDE 24" COIL OF WIRE AT VALVE 16. JUMBO VALVE BOX WITH COVER MARKED "RCV'' 17. FINISHED GRADE SECTION/ELEVATION N.T.S_ @ DRIP RCV ASSEMBLY LEGEND CD RAINBIRD ARV-100 VALVE KIT, AIR/VACUUM RELIEF VALVE ® SUBSURFACE DRIP TUBING ® RAINBIRD EASY FIT TEE, MDCFTEE AND FPT ADAPTER-MDCF75FPT @ LANDSCAPE FABRIC 2 ® NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQ.) @ PEA GRAVEL MINIMUM 1 CUBIC FOOT 0 FINISHED GRADE @ VALVE BOX WITH COVER MARKED "QCV" ' SECTION/ELEVATION N.T.S_ @ DRIP AIR RELIEF VALVE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNIN(ll DEPARTMENT I I D G E IANDSCAF! AICHIIECTS 1716 Ord Way Ou1rnsid1, CA 92056 1,1 76() 295 7227 Fox 760 29S 2206 www.rld~sluom DATE L.A. ______ EXP. REVIEWED BY: INSPECTOR DATE DATE BY DESCRIPTION APP'O REVISIONS LANDSCAPE IRRIGATION DETAILS TRI CITY WELLNESS CENTER ECR CORPORATE CENTER APPROVED 1:1..;f,. ( 4--~~+ PLANNING 1 DATE DWN BY MJ CHKD BY_.:.cR:c_S __ FIELD BY PROJECT NO. SDP 05-18 DRAWIN<ll NO. 451-9L L4.3 LEGEND : 1. VEGETATED SWALE PER CIVIL ENGINEER'S SHEETS 2. FINISH GRADE BEYOND 3. BUILDING WALL PER ARCHITECTS SHEETS SECTION 3/4 "-1 '--0" 4. ROOF DRAIN DOWNSPOUT, WITH DECORATIVE ESCUTCHEON (WHERE OCCURS) PER ARCHITECT'S SHEETS 5. 2' X 3' COBBLE SPLASH AREA, 2" TO 6" DIA., MIN. 9" DEPTH. COBBLE TO BE 'TAN COBBLE' BY KRC ROCK, (760) 744-1036 6. MOISTURE BARRIER, 'VISQUEEN' MIN. 6 MM THICKNESS OR APPROVED EQUAL, CONTINUOUS BETWEEN COBBLE AND ADJACENT SOIL. BURY EDGES 6" MIN. AND FOLD OVER AND SECURE TO BUILDING WITH (3) POWDER PINS. PLAN VIEW 3/4"-1'--0" @ COBBLE AREA @ ROOF DOWNSPOUTS ♦ • NOTES: 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 +j-- ..J < w 0:: 0 z ~ < u ...I w r • C • I .., } '1\ I \ I \ \ I \ I I I I I I I I 1 I I I I L, 1,,,- I ANY DAMAGE OR DEFICIENCIES TO EXISTING SLOPE AND STREET TREE PLANTINGS ADJACENT TO THIS PROJECT WILL BE REPAIRED TO CITY STANDARDS. THOSE AREAS WHERE FIRE HYDRANTS AND BACKFLOW DEVICE ASSEMBLIES ARE TO BE INSTALLED SHALL BE KEPT CLEAR OF SHRUBS FOR A MINIMUM OF 3' IN ALL DIRECTIONS FROM THE DEVICE AND CLEAR OF TREES FOR A MINIMUM OF 10' IN ALL DIRECTIONS FROM THE DEVICE. MAINTENANCE RESPONSIBLITY ALL PROJECT LANDSCAPE WILL BE MAINTAINED BY OWNER. 22' O.C., TYPICAL 0 10 20 40 SCA! F ~D NORTH --. R"FY-tl . ) I I I -- 20' WATER fASEJE/(f - I I I I I I I I ---~- :!!\ ~ , , --==-----=-=-==-=:::;z... I ---=-=----_I -I_ -w, I I I ' ' 60 - - - - - \ I ---'i \ \ \ \ I -I 1 BUILDING 'A' PROPERTY LINE I I O G E lllDSCAPE UCKITECTS 1716 Orj W., lk-siolt, CA 12156 1,1 7612'5 7227 Fu 7612'5 2216 ...... ,i.111 «- \ \ J --I I I I I I I I I "! LO ...J t.i UJ I Cl) UJ UJ Cl) UJ z ...J I (.) ~ ~ PLANTING LEGEND SYMBOL TREES: • V 0 * • + ~ BOTANICAL/ COMMON NAME TABEBUIA CHRYSOTRJCHA / GOLDEN TRUMPET TREE ERIOBOTRYA DEFLEXA / BRONZE LOQUAT LOPHOSTEMON CONFERTUS / BRISBANE BOX PHOENIX DACTYLIFERA 'MEDJOOL' / 'MEDJOOL' DATE PALM PHOENIX ROEBELENII / PYGMY DATE PALM RHUS LANCEA / AFRICAN SUMAC SYAGRUSROMANZOFFIANUM / QUEEN PALM MINIMUM SIZE 24" BOX STD. 24" BOX STD. 15 GAL. STD. 24' BTH DIAMON~UT 36" BOX MUL Tl-TRUNK 24" BOX STD. SHRUBS, GROUNDCOVERS and VINES: 0 @ 0 = ® ® @ 0 ~ -e 0 ® (0 0 ~ (S) .... ♦ ••• . . . . . . • • • .. ♦ • ....... • ♦ ..... e 0 AGAPANTHUS ORIENTALIS / BLUE LILY-OF-THE-NILE BOUGAINVILLEA 'LA JOLLA' BOUGAINVILLEA CALLIANDRA CALIFORNICA / BAJA FAIRY DUSTER CAREX DIVULSA / BERKELEY SEDGE CARISSA G. 'BOXWOOD BEAUTY'/ COMPACT NATAL PLUM DIETES VEGETA/ FORTNIGHT LILY CL YTOSTOMA CALLISTEGIOOES / VIOLET TRUMPET VINE GAZANIA SPP. / GAZANIA CAESALPINIA MEXICANA/ MEXICAN BIRD OF PARADISE LANTANA WHITELIGHTNIN"/ WHITE LANTANA LIGUSTRUM J. 'TEXANUM' / TEXAS PRIVET MYOPORUM~i MYOPORUM~ PELARGONIUM PEL TATUM -RED / RED IVY GERANIUM FATSIA JAPONICA 'MOSERI' / COMPACT ARALIA PHORMIUM T 'MONROVIA RED'/ BRONZE FLAX PHORMIUM T. 'MAORI MAIDEN'/ STRIPED DWARF FLAX 1 GAL. 5GAL. 5GAL. 1 GAL. 5GAL. 5GAL. 5GAL. STAKED FLATS 5GAL. 1 GAL. 5GAL. FLATS FLATS 5GAL. 5GAL. 5GAL. PITTOSPORUM TOBIRA 'VARIEGATA' / 5 GAL. VARIEGATED TOBIRA RHAPHIOLEPIS INDICA 'BALLERINA'/ 5GAL. INDIA HAWTHORN STRELITZIA NICOLAI/ 15 GAL. GIANT BIRD OF PARADISE STRELITZIA REGINAE I 5GAL. BIRD OF PARADISE TRACHELOSPERMUM JASMINOIDES / FLATS STAR JASMINE XYLOSMA C. 'COMPACT A' I 5 GAL. COMPACT XYLOSMA FESTUCA 'MARATHON 1r I SODDED MARATHON FESCUE BIOSWALE PLANTING: JUNCUS ACUTUS SPP. LEOPOLDII I 1 GAL. SOUTHWESTERN SPINY RUSH IVA HAYESIANA/ 1 GAL. SAN DIEGO MARSH EUDER MISCANTHUS 'MORNING LIGHT I 1 GAL. SILVER MAIDEN GRASS MUHLENBERGIA C. 'REGAL MIST I 1 GAL. PINKMUHLY CONTAINER PLANTING: VRIESEA IMPERIALIS I IMPERIAL BROMELIAO HEDERA HELIX 'GLACIER' VARIEGATED ENGLISH IVY ANNUAL COLOR TO BE SELECTED BY LA. 15 GAL./ 5GAL. 4" POT 4" POT ·As-BUILr COMMENTS DETAIL 8'HX3WX A 1-112" CAL. rHXZWX A 1-112" CAL. 6'HX2WX A 1• CAL. B B 9'H X 3'W X 2" A CAL. w/MAIN LEADER INTACT O' B 18' B H B 24" o.c. C,D,F 36" o.c. C,D,F 48" O.C. C,D,F 24" o.c. C,D,F 24" O.C. C,D,F 42" o.c. C,D,F AS SHOWN E 12" O.C. D 48" o.c. C,D,F 36" O.C. C,D,F 30" O.C. C,D,F 12" O.C. D 12" O.C. D 42" O.C. C,D,F 5'O.C. C,D,F 36" O.C. C,D,F 42" O.C. C,D,F 36" O.C. C,D,F C 36" O.C. C,D,F 12" O.C. D 48" o.c. C,D,F 24" O.C. C,D,F 30"O.C. C,D,F 36" o.c. C,D,F 36"0.C. C,D,F CENTERED G IN POT 10" O.C.@ G RIM OF POT 8" O.C. INFILL G QTY. 50 22 ~ 31 ~ ~ 468 ~ 90 69 327 370 17 PER PLAN 11 209 PER PLAN PER PLAN 43 232 252 123 23 150 PER PLAN 364 PER PLAN PER PLAN PER PLAN 11 3 71 6 8 PER PLAN PER PLAN 4 SYMBOL BOTANICAL/ COMMON NAME EXISTING TREES (OUTUNES SHOWN DASHED): NOTE: THE LETTER (E) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE PROTECTED IN PLACE. THE LETTER (R) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE THAT JS TO BE REMOVED. LOPHOSTEMON CONFERTUS I BRISBANE BOX 0 PLATANUS ACERIFOLIA 'BLOODGOOD'/ LONDON PLANE E) 0 QUERCUS ILEX/ HOLLY OAK (E) 0 QUERCUS SUBER/ 11 CORK OAK (E) EXISTING SHRUBS and GROUNDCOVERS: AGAVE ATTENUATA/ FOXTAIL AGAVE ALOE .ARBORESCENS I TREE ALOE ARBUTUS UNEDO / STRAWBERRY TREE K X XI ® 0 @ BACCHARIS PILULARIS 'TWIN PEAKS/ COYOTE BRUSH CEANOTHUS 'CONCHA' I CARMEL CREEPER COMAROSTAPHYLIS DIVERSIFOLIA / SUMMER HOLLY ECHIUM FASTUOSUM / PRIDE OF MADEIRA LAVANDULA DENTATA / FRENCH LAVENDER MYOPORUM PACIFICUM I MYOPORUM P/ J t;;\,,I ® 0 © PHORMIUM T. 'BRONZE BABY'/ NEW ZEALAND FLAX RHAMNUS CALIFORNICA / COFFEEBERRY RIBES INDECORUM I WHITE FLOWERING CURRANT ROSMARINUS 0. 'PROSTATUS' I DWARF ROSEMARY ROSMARINUS 0. 'TUSCAN BLUE' I ROSEMARY EXISTING NATIVE PLANTING FOR COMPLETE PLANTING LEGEND SEE SHEET L6.1 FOR LANDSCAPE PLANTING DETAILS AND NOTES SEE SHEET L6.1 FOR LANDSCAPE SPECIFICATIONS SEE SHEETS L7.1-L7.5 ······-···"········· ......... . .. ...... ·--········ ....... -, .. , ... _..;::,···;.t· l~" ·::::::::"-· ······.:.:.::::.:.:.:=····· -.. ........,..... .. -;;;;:;::::;;:;:;-,;;:-..,.-:;-;:::--· ..•••........•.................... . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . .. . ···•··•••·-•·····-··--············ -.... -.;-. ..-... ..-. ..--.,-:--.:-.-.... ..-..-..--:.:-.. KEYMAP NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DEPARTMENT >~ REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIEUD. MONUMENT SIGN, FLAGPOLE, ADD'L PLANTING LANDSCAPE PLANTING PLAN TRI CITY WELLNESS CENTER ECR CORPORATE CENTER L.A. EXP. REVIEWED BY: INSPECTOR APPR<?YEf ~-+---1---------1-----l 11.:.\ c'::t -£J 1-ci¼ f 2'.· ~.-"!, f-D_A_TE'--'-.::.BY'-'-______ DE=SC..:cRcclP....:Tlc.:OccN _______ ..i..:A.::.P.:.P'..::D--l DATE REVISIONS PL.ANNING OWN BY_...cLA::..;_ __ CHKD BY_c..cRS::... __ FIELD IY PACMCT NO. SOP 05-18 II lt.•l~e DATE .,..,.._NO. 451-9L L ~ '.1 1-w w :r:: en w w en w z _, :r:: -Sf'ECIAL SLOPE PLANTING REPLACEMENT NOTE: CONTRACJ:f>R SHALL BE RESPONSIBLE FOR REPLACING ANY DEAD O MISSI TREES & SHRUBS SHOWN AS EXISTING WITHIN THIS SLOPE AREA WITH'Ml,NIM SIZE 15-GALLON ,;REES-AND 5-GALLON SHRUBS TO MATCH QUANTITY AND LAYOUT-AS SHOWN. REFER TO EXISTING PLANT LEGEND FOR PLANT, SPE_CIE -INFILL WITH MYOPORUM 'PUT.Alf CREEK', PLANTED AT 12" O.C. F NEW IRRI ENT PlANT.fMTERIAL,llf . -:t . BE eBQV WNER. -~~~~~:~:~,~~'::;~~?r:;~=t~~ - ~ '1 <C I ::El I BUILDING 'A' INSTALL 2' W X 3' D COBBLE AREA BELOW ROOF DRAIN DOWNSPOUT, PER DETAIL G, SHEET LS.1 6 • sEE-ll>ISEi p.. T -- BUILDING 'B' Q ___________________________ _ NOTES: ANY DAMAGE OR DEFICIENCIES TO EXISTING SLOPE AND STREET TREE PLANTINGS ADJACENT TO THIS PROJECT WILL BE REPAIRED TO CITY STANDARDS. THOSE AREAS WHERE FIRE HYDRANTS AND BACKFLOW DEVICE ASSEMBLIES ARE TO BE INSTALLED SHALL BE KEPT CLEAR OF SHRUBS FOR A MINIMUM OF 3' IN ALL DIRECTIONS FROM THE DEVICE AND CLEAR OF TREES FOR A MINIMUM OF 1 O' IN ALL DIRECTIONS FROM THE DEVICE. MAINTENANCE RESPONSIBLITY ALL PROJECT LANDSCAPE WILL BE MAINTAINED BY OWNER. MATCHLINE -SEE SHEET LS.3 0 10 20 40 SCA! F AND NORTH ,Y.~!;¼"--EXISTING NATIVE SLOPE PLANTINGS TO BE PROTECTED IN PLACE /i~:-z';~~-SLOPE PLANTING "--ll(f-*IV )., AND IRRIGATION 60 BY MORROW DEVELOPMENT PERCITYDWG #430-4L LONG-TERM MAINTENANCE BY OWNER. l PLANTING LEGEND (POOLPATIOANDZENGARDEN) SYMBOL BOTANICAL / COMMON NAME MIN. SIZE COMMENTS DETAIL QTY. SHRUBS, GROUNDCOVERS and VINES: 0 0 0 - © 0 i=t~~~~;~il !ffl " -00000000000 00000000000 00000 - AEONIUM ARBOREUM / 3GAL 3'0 .C. C,D 4 NCN AGAVEATTENUATA / 5GAL 42" O.C. C,D 4 FOXTAIL AGAVE ALOE PLICATILIS / 3GAL. 3' o.c. c,o 2 FAN ALOE ALOE VARIEGATA / 1 GAL. 18" O.C. c,o 9 TIGER ALOE BAMBUSA M, 'ALPHONSE KARR'/ 5GAL. 30" o.c. c,o 29 ALPHONSE KARR BAMBOO BOUGAINVILLEA 'SAN DIEGO RED' I 5GAL. AS SHOWN E 4 RED BOUGAINVILLEA CRASSULA FALCATA / NCN DIETES BICOLOR / BUTTERFLY IRIS ECHEVERIA PULVINATA/ NCN EQUISETUM HYEMALE I HORSETAIL LIRIOPE MUSCARI I BIG BLUE LILY TURF STAKED 3GAL 5 GAL 4" POT 3 GAL 1 GAL. 30" O.C. c,o 4 30" O,C, C,D 42 10" O.C. C,D 34 AS SHOWN C ,D 90 18" O.C. C ,D 43 OPHIOPOGON JAPONICUS I FLATS 6"0 ,C. C,D PER MONDO GRASS PLAN SEOUM RUBROTINCTUM I 4" POT 10" O.C. C,D 50 PORK AND BEANS SENECIO SERPENS / FLATS 10" O.C. C,D PER BLUE CHALK STICKS PLAN PROTECT IN PLACE EXISTING TURF, -'-,!;~r-", METRO POLIT AN STREET I -- I ~fe* • LANDSCAPING ON EXISTING SLOPE AREAS: EXISTING SLOPE PLANTING SHALL BE REFURBISHED AS NECESSARY TO PROVIDE ALL PLANT MATERIAL AS SPECIFIED ON ORIGINAL PLANS FOR V ILLAGES OF LA COSTA -THE GREENS 1. 1, 1.2, 1.3', CITY DRAWING #430-4L, PREPARED BY GMP, INC. IN ADDITION, ALL EXISTING SLOPE AREAS SHALL MEET CURRENT CITY REQUIREMENTS FOR EROSION CONTROL PER 'EROSION CONTROL NOTES', SHEET L6.1, UTILIZING THE COVER SEED CROP IN LIEU OF REINFORCED STRAW MATTING FOR STANDARD #1 (DUE TO THE POTENTIAL DAMAGE THAT STRAW MATTING INSTALLATION COULD DO TO EXISTING PLANT MATERIAL). CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EXISTING IRRIGATION SYSTEM AND REPAIRING, AS NECESSARY, SO THAT ALL SLOPE AREAS RECEIVE FULL COVERAGE WITH EVEN DISTRIBUTION AND MINIMAL OVERSPRAY. FINAL ACCEPTANCE OF LANDSCAPING ON EXISTING SLOPE AREAS SHALL BE AT THE DISCRETION OF THE LANDSCAPE ARCHITECT AND CITY LANDSCAPE INSPECTOR. PLANTING LEGEND SYMBOL BOTANICAL/ COMMON NAME MINIMUM SIZE TREES: • T ABEBUIA CHRYSOTRICHA / 24" BOX GOLDEN TRUMPET TREE STD. ERIOBOTRYA DEFLEXA / 24" BOX BRONZE LOOUAT STD. 0 LOPHOSTEMON CONFERTUS / 15GAL BRISBANE BOX STD. PHOENIX DACTYLIFERA 'MEOJOOL' / 24' BTH 'MEDJOOL' DATE PALM DIAMOND-CUT PHOENIX ROEBELENII / 36" BOX PYGMY DATE PALM MUL Tl-TRUNK + 24" BOX STD. ~ SYAGRUS ROMANZOFFIANUM I QUEEN PALM SHRUBS, GROUNDCOVERS and VINES: 0 ® 0 -© ® 0 ~ -e 0 © 0 ~ © . . . . .. .......... ...... ♦ ..... ♦ . . . . . . .......... e 0 AGAPANTHUS ORIENT ALIS / BLUE LILY-OF-THE-NILE BOUGAINVILLEA 'LA JOLLA' BOUGAINVILLEA CALLIANDRA CALIFORNICA / BAJA FAIRY DUSTER CAREX DIVULSA I BERKELEY SEDGE CARISSA G. 'BOXWOOD BEAUTY / COMPACT NATAL PLUM DIETES VEGETA/ FORTNIGHT LILY CL YTOSTOMA CALLISTEGIOOES / VIOLET TRUMPET VINE GAZANIA SPP. / GAZANIA CAESALPINIA MEXICANA / MEXICAN BIRD OF PARADISE LANTANA WHITELIGHTNIN"/ WHITE LANTANA LIGUSTRUM J. 'TEXANUM' / TEXAS PRIVET MYOPORUM~1 MYOPORUM~ PELARGONIUM PEL TATUM -RED / RED IVY GERANIUM FATSIA JAPONICA 'MOSER!'/ COMPACT ARALIA PHORMIUM T 'MONROVIA RED'/ BRONZE FLAX PHORMIUM T. 'MAORI MAIDEN'/ STRIPED DWARF FLAX 1 GAL 5GAL. SGAL. 1 GAL 5GAL 5 GAL. 5 GAL. STAKED FLATS 5 GAL. 1 GAL. 5GAL. FLATS FLATS 5GAL. SGAL. 5GAL. PITTOSPORUM TOBIRA 'VARIEGATA' / 5 GAL VARIEGATED TOBIRA RHAPHIOLEPIS INDICA 'BALLERINA'/ INDIA HAWTHORN STRELITZIA NICOLAI/ GIANT BIRD OF PARADISE STRELITZIA REGINAE/ BIRO OF PARADISE TRACHELOSPERMUM JASMINOIDES / STAR JASMINE XYLOSMA C. 'COMPACTA' / COMPACT XYLOSMA 5GAL 15 GAL. 5GAL FLATS 5 GAL FESTUCA 'MARA THON II'/ SODDED MARATHON FESCUE BIOSWALE PLANTING: JUNCUS ACUTUS SPP. LEOPOI.DII / 1 GAL. SOUTHWESTERN SPINY RUSH IVA HAYESIANA/ 1 GAL, SAN DIEGO MARSH ELDER MISCANTHUS 'MORNING LIGHT / SIL VER MAIDEN GRASS MUHLENBERGIA C. 'REGAL MIST/ PINKMUHLY CONTAINER PLANTING: VRIESEA IMPERIALIS / IMPERIAL BROMELIAD HEDERA HELIX 'GLACIER' VARIEGATED ENGLISH IVY ANNUAL COLOR TO BE SELECTED BY LA. 1 GAL. 1 GAL. 15 GAL / 5GAL. 4" POT 4" POT COMMENTS 8'H X3WX 1-1/2" CAL. 7'HX2WX 1-1/2" CAL. 6'HX2WX 1" CAL. 9'HX3WX2" CAL w/ MAIN LEADER INTACT 24"0 ,C, 36" O.C. 48" O.C. 24" O.C. 24" O.C, 42" O.C. AS SHOWN 12" O.C. 48" O.C. 36" O.C. 30" O.C. 12" O.C. 12" O.C. 42" O.C. 5'0.C. 36" 0 .C. 42" O.C. 36" 0 .C. 36" 0 .C. 12" 0 .C. 48" O.C. 24" O.C. 30" O.C. 36" 0 .C. 36" O.C, CENTERED INPOT 10"0.C.@ RIM OF POT 8" O.C. INFILL •AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. t I D G E LANDICAPE ll(Nlf ECTI 1711 OrdW., lk-••• CA !2156 1e1 111 ns rm Fox 7112'!2216 www.rHlflla.ma '~ LA. tf t!JC'1 REVIEWED BY: INSPECTOR F~ 5106 RS 4 MONUMENT SIGN, FLAGPOLE, ADD'!. PLANTING EXP. -fA-~.,._/4...._,1 _ DATE BY DESCRIPTION REVISIONS SYMBOL BOTANICAL / COMMON NAME EXISTING TREES (OUTUNES SHOWN O,,,SHED): E) NOTE: THE LETTER (E) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE PROTECTED IN PLACE. THE LETTER (R) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE THAT JS TO BE REMOVED. LOPHOSTEMON CONFERTUS / BRISBANE BOX PLATANUS ACERIFOLIA 'BLOODGOOD'/ LONDON PLANE 0 QUERCUS ILEX / HOLLY OAK (E) 0 QUERCUS SUBER/ CORK OAK (E) EXISTING SHRUBS and GROUNDCOVERS: K X XI @ 0 @ V/ ] ~~'-;] ® 0 © AGAVE A TTENUATA I FOXTAIL AGAVE ALOE ARBORESCENS / TREE ALOE ARBUTUSUNEOO /STRAWBERRYTREE BACCHARIS PILULARIS 'TWIN PEAKS / COYOTE BRUSH CEANOTHUS 'CONCHA' I CARMEL CREEPER COMAROSTAPHYLIS DIVERSIFOLIA/ SUMMER HOLLY ECHIUM FASTUOSUM / PRIDE OF MADEIRA LAVANDULA DENTATA / FRENCH LAVENDER MYOPORUM PACIFICUM / MYOPORUM PHORMIUM T. 'BRONZE BABY'/ NEW ZEALAND FLAX RHAMNUS CALIFORNICA / COFFEEBERRY RISES INDECORUM / WHITE FLOWERING CURRANT ROSMARINUS 0 . 'PROSTATUS' / DWARF ROSEMARY ROSMARINUS 0 . 'TUSCAN BLUE' I ROSEMARY EXISTING NATIVE PLANTING FOR COMPLETE PLANTING LEGEND SEE SHEET L6.1 FOR LANDSCAPE PLANTING DETAILS AND NOTES SEE SHEET L6.1 FOR LANDSCAPE SPECIFICATIONS SEE SHEETS L7.1-L7.5 ............ . . . . . . . .. ... . . -..... . ·:. ·::::. ·:::.· ::: ::::·:: ::;::: : .. :. ·::.·: . .................................... . . ··-·· --.... ···· ····················· ..................................... . . .. . . . . ,., .......................... . -······ ........................ . •'-••••••••••h• ••••••••••• ••• ••••••• -~••-H•••••••••••••••••••••••••••• f:;fr::'.:'.::=l•·············~·······-····--········· ·····-•·····•·••···················· -:-:-:-:;-:-,::-,:-:-:-:-:,,:,:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-. . .. ···---·-· ·:·;···-···:--······ ..... . ·::. ·. ·:: :::,.:::.,:'.:/: :.".::. ':· ·::.~.-: : .. ::::::. · .. ············•-=--···,..·-··············· ING 'A':::::;,.;_::::::::.:::::::::::::. ....................... ...._ ............... . ............ :::: ... .,:.::. :::. : ... '·:.:. : ... :. :.·.·:::.·::::::.·:::;;.·..,,.·:::.·:.·:.:·::::::.·::.·::. --:•:•:•:•~~•:•:•:•:•:•:•:•:~-?.:.~•:::•:~y~:•:•:::--:=~::-::•:•:•:•:•:•:•:•:•:•:•. -· ..... , ... ~ ........... ,. .... ~ ..... -............ . •• . • ~; .,._t_ ••• -... t.;; ........................... . ! --~.,,. .. ::: .... ~.•···•:••·--·--;'_. .. __ .. :···· .......... :. ~~~~~:.-::::::::.-:::.,·::::::::::::::::.•t:::::,·:::::::::. . .. -··· ............................................ . KEYMAP NOTTO SCALE APP'D APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PU...-.UNG DEPARTMENT • •• LANDSCAPE PLANTING PLAN TRI CITY WELLNESS CENTER ECR CORPORATE CENTER PLANNING DWN BY __ LA~-- CHKD BY __ R_S __ FlELI> BY SOP 05-18 II 451-SL 21 LSJ MATCHLINE-SEE SHEET L5.2 ~~-----------------------------~ V V --NSTALL2'~ \3'DC06BLEAREA \ \ \ BELOW ROOJ. RAIN DOWNSPOUT, PER DETAILG, HEET L5.1 \ \ \ \ --- BUILDING 'B' ~\ \ LANDSCAPING ON EXISTING SLOPE AREAS: EXISTING SLOPE PLANTING SHALL BE REFURBISHED AS NECESSARY TO PROVIDE All PLANT MATERIAL AS SPECIFIED ON ORIGINAL PLANS FOR 'VILLAGES OF LA COSTA -THE GREENS 1.1, 1.2, 1.3', CITY DRAWING #430-4l, PREPARED BY GMP, INC. IN ADDITION, ALL EXISTING SLOPE AREAS SHALL MEET CURRENT CITY REQUIREMENTS FOR EROSION CONTROL PER 'EROSION CONTROL NOTES', SHEET l6.1, UTILIZING THE COVER SEED CROP IN LIEU OF REINFORCED STRAW MATTING FOR STANDARD #1 (DUE TO THE POTENTIAL DAMAGE THAT STRAW MATTING INSTALLATION COULD DO TO EXISTING PLANT MATERIAL). SLOPE PLANTING AND IRRIGATION~~~~~~~,~~~~~~~~~~~~~~~~~~~~;~~~~~~=~;~;~~~~~~~~~s~~;~~;;.; BY MORROW DEVELOPMENT PER I> NOTES: CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING EXISTING IRRIGATION SYSTEM AND REPAIRING, AS NECESSARY, SO THAT All SLOPE AREAS RECEIVE FULL COVERAGE WITH EVEN DISTRIBUTION AND MINIMAL OVERSPRAY. FINAL ACCEPTANCE OF LANDSCAPING ON EXISTING SLOPE AREAS SHALL BE AT THE DISCRETION OF THE LANDSCAPE ARCHITECT AND CITY LANDSCAPE INSPECTOR. ANY DAMAGE OR DEFICIENCIES TO EXISTING SLOPE AND STREET TREE PLANTINGS ADJACENT TO THIS PROJECT WILL BE REPAIRED TO CITY STANDARDS. THOSE AREAS WHERE FIRE HYDRANTS AND BACKFLOW DEVICE ASSEMBLIES ARE TO BE INSTALLED SHALL BE KEPT CLEAR OF SHRUBS FOR A MINIMUM OF 3' IN ALL DIRECTIONS FROM THE DEVICE AND CLEAR OF TREES FOR A MINIMUM OF 10' IN ALL DIRECTIONS FROM THE DEVICE. MAINTENANCE RESPONSIBLITY All PROJECT LANDSCAPE WILL BE MAINTAINED BY OWNER. CITY DWG #430-4l. LONG-TERM MAINTENANCE BY OWNER. 0 10 20 40 SCA! E AND NORTH 60 PROPERTY LINE I I D G E LINDSCIPE IICHIIECTI 1711 Ori W., ll<Hnide,CI ffl5' Tel 711795 7227 Fo, 711 2'5 ffli www.rittN,CM EXISTING NATIVE SLOPE PLANTINGS TOBE PROTECTED IN PLACE PLANTING LEGEND SYMBOL TREES: • V a + BOTANICAL/ COMMON NAME T ABEBUIA CHRYSOTRICHA / GOLDEN TRUMPET TREE ERIOBOTRY A DEFLEXA / BRONZE LOQUAT LOPHOSTEMON CONFERTUS / BRISBANE BOX PHOENIX DACTYLIFERA 'MEDJOOL' / 'MEDJOOL' DATE PALM PHOENIX RDEBELENII / PYGMY DATE PALM RHUS LANCEA / AFRICAN SUMAC MINIMUM SIZE 24" BOX STD. 24" BOX STD. 15 GAL. STD. 24'BTH DIAMOND-CUT 36" BOX MUL Tl-TRUNK 24-BOX STD. COMMENTS 8'HX3WX 1-112" CAL. TH X2'WX 1-112" CAL. 6'HX2WX 1" CAL. 9'HX3WX2" CAL.w/MAIN LEADER INTACl ~ SYAGRUS ROMANZOFFIANUM/ A~ ~ QUEEN PALM (4'{!:5 E0 1BH SHRUBS, GROUNDCOVERS and VINES: 0 ® 0 © -® © 0 ~ -e 0 ® (0 0 ~ <S) •• ♦ • ♦ • ♦ • + ♦ ♦ • . . . .. . . ...... ♦ .. ♦ .. .. . . .... ® e 0 AGAPANTHUS ORIENT ALIS/ BLUE Lil Y-OF-THE-NILE BOUGAINVILLEA 'LA JOLLA' BOUGAINVILLEA CALLIANDRA CALIFORNICA / BAJA FAIRY DUSTER CAREX DIVULSA / BERKELEY SEDGE CARISSA G. 'BOXWOOD BEAUTY'/ COMPACT NATAL PLUM DIETES VEGETA / FORTNIGHT LILY Cl YTOSTOMA CALLISTEGIOOES / VIOLET TRUMPET VINE GAZANIA SPP. / GAZANIA CAESALPINIA MEXICANA / MEXICAN BIRD OF PARADISE LANTANA WHITELIGHTNIN"/ WHITE LANTANA LIGUSTRUM J. 'TEXANUM' / TEXAS PRIVET MYOPORUM~ MYOPORUM PELARGONIUM PELTATUM-RED/ RED IVY GERANIUM FATSIA JAPONICA 'MOSERI' / COMPACT ARALIA PHORMIUM T 'MONROVIA RED'/ BRONZE FLAX PHORMIUM T. 'MAORI MAIDEN'/ STRIPED DWARF FLAX PITTOSPORUM TOBIRA 'VARIEGATA' / VARIEGATED TOBIRA RHAPHIOLEPIS INDICA 'BALLERINA'/ INDIA HAWTHORN STRELITZIA NICOLAI/ GIANT BIRD OF PARADISE STRELITZIA REGINAE/ BIRD OF PARADISE TRACHELOSPERMUM JASMINOIDES / STAR JASMINE XYLOSMA C. 'COMPACTA' / COMPACT XYLOSMA FESTUCA 'MARATHON II'/ MARATHON FESCUE BIOSWALE PLANTING: JUNCUS ACUTUS SPP. LEOPOLDII / SOUTHWESTERN SPINY RUSH IVA HAYESIANA/ SAN DIEGO MARSH ELDER MISCANTHUS 'MORNING LIGHT/ SIL VER MAIDEN GRASS MUHLENBERGIA C. 'REGAL MIST/ PINKMUHLY CONTAINER PLANTING : VRIESEA IMPERIALIS / IMPERIAL BROMELIAD HEDERA HELIX 'GLACIER' VARIEGATED ENGLISH IVY 1 GAL. 24" O.C. 5GAL. 36"O.C. 5GAL. 48" O.C. 1 GAL. 24" O.C. 5GAL. 24" O.C. 5 GAL. 42" o.c. 5 GAL. AS SHOWN STAKED FLATS 12" O.C. 5 GAL. 4s-o.c. 1 GAL. 36" O.C. 5GAL. 30" O.C. FLATS 12" o.c . FLATS 12" O.C. 5 GAL. 42" O.C. 5GAL. 5'O.C. 5GAL. 36" o.c. 5GAL. 42" O.C. 5GAL. 36" O.C. 15 GAL. 5GAL. 36" O.C. FLATS 12" O.C. 5GAL. 48"O.C. SODDED 1 GAL. 24" O.C. 1 GAL. 30" O.C. 1 GAL. 36"O.C. 1 GAL. 36" o.c. 15 GAL./ CENTERED 5GAL. INPOT 4"POT 10" O.C.@ RIM OF POT ANNUAL COLOR 4"POT TO BE SELECTED BY L.A. SYMBOL BOTANICAL/ COMMON NAME EXISTING TREES (OUTLJNES SHOWN DASHED): E) NOTE: THE LETTER (E) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE PROTECTED IN PLACE. THE LETTER (R) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE THAT IS TO BE REMOVED. LOPHOSTEMON CONFERTUS I BRISBANE BOX PLA TANUS ACERIFOLIA 'BLOODGOOD'/ LONDON PLANE 0 QUERCUS ILEX I HOLLY OAK (E) () QUERCUS SUBER / CORK OAK (E) EXISTING SHRUBS and GROUNDCOVERS: I( XEJ ® 0 @ V7 J ~;::;,,~ ® 0 © AGAVE ATTENUATA / FOXTAIL AGAVE ALOE ARBORESCENS / TREE ALOE ARBUTUS UNEDO I STRAWBERRY TREE BACCHARIS PILULARIS 'TWIN PEAKS/ COYOTE BRUSH CEANOTHUS 'CONCHA' I CARMEL CREEPER COMAROSTAPHYLIS DIVERSIFOLIA / SUMMER HOLLY ECHIUM FASTUOSUM / PRIDE OF MADEIRA LAVANDULA DENTATA/ FRENCH LAVENDER MYOPORUM PACIFICUM I MYOPORUM PHORMIUM T. 'BRONZE BABY'/ NEW ZEALAND FLAX RHAMNUS CALIFORNICA / COFFEEBERRY RISES INDECORUM I WHITE FLOWERING CURRANT ROSMARINUS 0. 'PROSTATUS' / DWARF ROSEMARY ROSMARINUS 0 . 'TUSCAN BLUE'/ ROSEMARY FOR COMPLETE PLANTING LEGEND SEE SHEET L6.1 FOR LANDSCAPE PLANTING DETAILS AND NOTES SEE SHEET L6.1 FOR LANDSCAPE SPECIFICATIONS SEE SHEETS L7.1-L7.5 a:i ~ :::, ;j $ KEYMAP · · · · · \~/i:c:::~~IJ I L[)_l':l.G. ~•. i:'\:: ::::-,;::::::::::::::: .. • • • • • • • • • • • .... • • • • • • • • • • • • •• H• 0 • -• • • • • • • •• ·• • • • • • • ::~;ts.itf:tf M.f ~[&J11~lf Pf f ::Jt ·;:::;.:::::7:-;.:/;:;::~::~~~~:~:::::::~~:~'.f,:::;:_:::::::::~{:::::::::. '%:~::\?:~~:::::::::~:?:~:::::~::::?-:::::::::~?.:::::::• .... ·.--::::. ·:: ::: . ·: ::: . ·. ·:.-: :. ·:::. "; _,.... "'-:-:-: :: .. .:::: ::: . ........ -~~--'······ .. ·····················-····· ·.·.·:::·.--::--::."::::.~:.-:.-:.:./::::::::.·:::::.·,;__":,:::: · ._._._._._._:-:-:-:-:-:-:-:-:-::tr~~~:~~~~~~~\~::::-::::-:-- .................... . . . . . . ... . . . . . . . ............. NOTTO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. •AS-BUILT REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD . CITY OF CARLSBAD PLN•IING DEPARTMENT . ;}&~1 tMr/46 DATE MONUMENT SIGN, FLAGPOLE, ADD'l PLANTING EXP. s-/4,;f(J I J REVIEWED BY: APP'D j Z.• \,-c@. I-DA_TE~_B_Y~ ______ DE_SC_RI_PT_IO_N _______ ~----1 INSPECTOR DATE REVISIONS LANDSCAPE PLANTING PLAN TRI CITY WELLNESS CENTER ECR CORPORATE CENTER APPROVJ.D{ tJ...--1 &. . ~I-ft PLANNING DWN BY LA CHKD BY RS FIELD BY PR >, PC"" Mn SOP 05-18 II DRA-NO. 451-9L L5-3 PLANTING NOTES PLANTING LEGEND A. REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATION, MULCHING AND OTHER PLANTING INFORMATION. B. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. C. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM 1110SE SHOWN ON PLAN. D. REPORT DISCREPANCIES IN 111E 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 WHE111ER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. F. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH 111E PROPER EXECUTION OF WORK. SYMBOL TREES: • 0 + BOTANICAL I COMMON NAME CASSIA LEPTOPHYLLA I GOLD MEDALLION TREE ERIOBOTRYA DEFLEXA I BRONZE LOOUAT LOPHOSTEMON CONFERTUS I BRISBANl:c BOX PHOENIX DACTYLIFERA 'MEDJOOL' I 'MEDJOOL' DATE PALM PHOENIX ROEBELENII I PYGMY DATE PALM PODOCARPUS GRACILIOR I FERN PINE SYAGRU$ ROMANZOFFIANUM/ QUEEN PALM MINIMUM SIZE COMMENTS DETAIL QTY. 24" BOX B'H X 3W X A 50 STD. 1-112" CAL. 24" BOX STD. 15 GAL. STD. 24' BTH DIAMOND-CUT 36" BOX M UL TI-TRUNK 24" BOX STD. 24" BOX l'H X 2'WX A 1-112" CAL. 6'HX2WX A 1" CAL. B B 9'H X 3'W X 2" A CAL. WI MAIN LEADER INTACT 10 BTH B 22 64 31 B 23 66 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. SHRUBS, GROUNDCOVERS and VINES: H. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION~ HAVE SAMPLES TESTED BY SOIL AND PLANT LAB, (714) 558-8333, FOR SOIL FERTILITY, TAKE TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMIT TED TO AND APPROVED BY THE CITY. 111E APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO 111E START OF CONSTRUCTION AND SHALL BECOME PART OF 111E APPROVED PLANS. I. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. J. ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2 % MINIMUM. K. LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE WITH PLANTING PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND APPROVAL PRIOR TO INSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK TO LANDSCAPE ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES. LANDSCAPE ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHY APPEARANCE OR NON-CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY 111E LANDSCAPE ARCHITECT OR 111E OWNER. L. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM. M. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF 111E OWNER'S AUTHORIZED REPRESENTATIVE. N. PLANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. 0. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE-HALF THE SPECIFIED ON CENTER SPACING. P. INSTALL GROUND COVER AND/OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS OTHERWISE INDICATED. R. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM. Q. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN. S. DURING THE LENGTH OF THE GUARANTEE PERIOD, BE RESPONSIBLE FOR PROPER STAKING AND/OR GUYING OF TREES TO ENSURE STABILITY. T. MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 3:1 SLOPE WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK PER SPECIFICATIONS AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT MULCH SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO JOB SITE. U. ANNUAL COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT AT TIME OF INSTALLATION. REQUEST RECOMMENDATION A MINIMUM OF 48 HOURS IN ADVANCE OF NEED FOR DELIVERY. V. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK SO 111AT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE THE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. W. COMPLY WITH EROSION CONTROL NOTES BELOW FROM THE CARLSBAD CITY LANDSCAPE MANUAL. EROSION CONTROL NOTES • SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING STANDARDS: A. STANDARD #1 -COVER CROP I REINFORCED STRAW MAT COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN 30 DAYS. TYPE OF REINFORCED STRAW MAT SHALL BE APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MAT SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15TH AND APRIL 15TH. DURING THE REMAINDER OF THE YE.AR, THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED. B. STANDARD #2 -GROUNDCOVER 100% OF AREA TO BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN (1) YEAR). C. STANDARD #3 · LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-314" LINERS) SHALL COVER A MINIMUM OF 7D% OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD #4 • TREES AND I OR LARGE SHRUBS TREES AND/ OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GAL. CONTAINERS) AT A MINIMUM RATE OF ONE PLANT PER 200 SQUARE FEET. • ALL SLOPES 3:1 OR STEEPER AND 4' OR GREATER IN HEIGHT REQUIRE STANDARDS #1 AND#2. • ALL SLOPES 6:1 OR STEEPER AND 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. • ALL SLOPES 6:1 OR STEEPER AND 4' TO B' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2 AND#3. • ALL SLOPES 6:1 OR STEEPER AND 8' OR GREATER IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3AND#4. 0 @ 0 ® @ A H ® 0 e 0 © 0 0 ® - 0 f) ' COVER SEED CROP COMPOSITION TO BE: • REINFORCED STRAW MAT WITH GROUND COVER TO BE: DESCRIPTION ESCHSCHOLZIA CALIFORNICA LUPIN US SUCCULENTUS O'CONNOR'S LEGUME FIBER MULCH 16-16-16 FERTILIZER STABILIZING BINDER #/ ACRE 2 2 20 2000 400 120 DESCRIPTION SIZE/ SPACING MYOPORUM PARVIFOLIUM I MYOPORUM FLA TS I 3' O.C. AGAPANTHUS ORIENTAL IS I BLUE LILY.OF-THE-NILE BOUGAINVILLEA 'LA JOLLA' BOUGAINVILLEA CALLIANDRA CALIFORNICA I BAJA FAIRY DUSTER CARISSA M. 'BOXWOOD BEAUTY' CCMPACT NATAL PLUM DIETES VEGETA/ FORTNIGHT LILY FICUS RE.PENS I CREEPING FIG GAZANIA SPP. / GAZANIA HIBISCU$ 'DIAMOND HEAD' I RED COMPACT HIBISCUS LANTANA 'WHITELIGHTNIN" I WHITE LANTANA LIGUSTRUM J. 'TEXAN UM' I TEXAS PRIVET 1 GAL. 5 GAL. 5GAL. 5 GAL. 5 GAL. 1 GAL. FLATS 5GAL. 1 GAL. 5 GAL. MYOPORUM PARVIFOLIUM I FLATS MYOPORUM PELARGONIUM PELATATUM/ FLATS IVY GERANIUM PHILODENDRON 'XANADU' I 5 GAL. XANADU PHILODENDRON PHORMIUM T 'MONROVIA RED'/ 5 GAL. BRONZE FLAX PHORMIUM T. 'MAORI MAIDEN' I 5 GAL. STRIPED DWARF FLAX PITTOSPORUM TOBIRA 'VARIEGATA' I 5 GAL. VARIEGATED TOBIRA RHAPH!OLEPIS INDICA 'BALLERINA'/ 5 GAL. !NOIA HAWTHORN STRELIT21A NICOLAI/ 15 GAL. GIANT BIRD OF PARADISE STRELIT21A REGINAE I 5 GAL. BIRD OF PARADISE TRACHELOSPERMUM JASMINOIDES / FLA TS STAR JASMINE XYLOSMA C. 'COMPACTA' / COMPACT XYLOSMA FESTUCA 'MARA THON II' I MARATHON FESCUE BIOSWALE PLANTING: JUNCUS PATENS/ COMMON RUSH MIMULUS CARDINALI$/ SCARLET MONKEYFLOWER MISCANTHUS 'PURPURASCENS' / FLAMEORASS MUHLENBERGIA C. 'REGAL MIST'/ PINK MUHLY CONTAINER PLANTING: VRIESEA IMPERIALIS I IMPERIAL BROMELIAD HEDERA HELIX 'GLACIER' VARIEGATED ENGLISH IVY ANNUAL COLOR TO BE Sf:LECTED BY L.A. 5GAL. SODDED 1 GAL. 1 GAL. 1 GAL. 1 GAL. 15GAL.I 5 GAL. 4"POT 4"POT 24"O.C. C,D,F 524 36"O.C. C,D,F 204 48" O.C. C,D,F 98 24"O.C. C,D,F 398 42" o.c. C,D,F 352 6'O.C. E B 12"O.C. D PER PLAN 48"O.C. C,D,F 15 36" o.c. C,D,F 365 30" o.c. C,D,F 209 12"O.C. D PER PLAN 12"O.C. D PER PLAN 42"O.C. C,D,F 41 5'O.C. C,D,F 45 36"O.C. C,D,F 201 42" o.c. C,D,F 283 36" o.c. C,D,F 123 C 23 36" O.C. C,D,F 17B 12"O.C. D PER PLAN 48"O.C. C,D,F 364 PER PLAN 24" O.C. C,D,F PER PLAN 30" o.c. C,D,F PER PLAN 36"O.C. C,D,F 113 36"O.C. C,D,F 71 CENTERED G 6 INPOT 8 10"O.C.@ G PER RIMOF POT PLAN 8" O.C. INFILL G PER PLAN ~-..1 LEGEND OF ROOTBALL 1. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT 2. WATERING BASIN· MIN 4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. 3. FINISHED GRADE 4. AMENDED BACKFILL MIX -SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS 6. ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. 7. EXISTING SOIL 8. "CROWN" OF PLANT· MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. 1,5££ SPEC.I, ~ 2X DIA.~ OF ROOTBALL SECTION AT SLOPE CONDITION l,SEE SPEC. I, ~ ZX DIA. ~ OF ROOTBALL SECTION PR[~ PLAN VIEW LEGEND 1. 24"CORDED TIE. SEE SPECIFICATIONS. ATTACH WITH ROOFING NAILS (4 TYP.) 2. 2" DIA. X 10' LODGE POLE PINE STAKE (2 TYP.) KEEP CLEAR OF ROOTBALL AND CROWN OF TREE. SEE SPECIFICATIONS. 3. WATER BASIN, 3" MIN. DEPTH AFTER WATERING BY HOSE. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 4. FINISHED GRADE. 5. AMENDED BACKFILL. SEE SPECIFICATIONS FOR MIX AND PIT SIZE. B. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL. 8. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 9. ARBOR-GARD TRUNK PROTECTOR FOR USE IN TURF AREAS. NOTE: MAINTAIN TURF 3" CLEAR, MINIMUM FROM TREE TRUNK. 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) 45a.7668, AT ALL TREES WITHIN 5' OF HARDSCAPE, ORAS SHOWN ON PLANTING PLAN. 12. EXISTING SLOPE. 13. SLOPE AT REAR OF PLANTING PIT TO BE GRADED TO 1:1 SLOPE MAXIMUM. INSTALL EROSION CONTROL FABRIC ON SLOPE AREA PER SPECIFICATIONS TO CONTROL EROSION DURING PLANT ESTABLISHMENT. SHRUB PLANTING A TREE PLANTING/ STAKING 2XOIA. OF ROOTBALL VINE PLANTING ]□ , SECTION LEGEND: 1. LOCATE PLANTS WITH EQUAL SPACING LEGEND 1. WALL, FENCE OR TRELLIS, PER PLAN 2. WATERING BASIN -MIN 4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. 3. FINISHED GRADE 4. AMENDED BACKFILL MIX· SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS 6. ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. 7. EXISTING SOIL 8. "CROWN" OF PLANT· MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. 9. PLACE VINE AS CLOSELY AS POSSIBLE TO WALL, FENCE, TRELLIS OR OTHER SUPPORT. SECURE LE.ADER TO SUPPORT WITH GREEN NURSERY TAPE. (USE EPOXY-TIE ON WALLS AND FENCES). SECURE ALL OTHER LENGTHY BRANCHES IN AN OUTWARD RADIAL PATTERN WITH ADDITIONAL GREEN NURSERY TAPE (AND EPOXY-TIES), AS NECESSARY, TO DIRECT GROWTH. AFTER VINE IS ADEQUATELY SECURED, REMOVE NURSERY STAKE. NOT TO SCALE @©CD 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@ PARKING STALLS I @6 EQUAL • PLAN VIEW • PALM PLANTING NOTES LEGEND 1. FRONDS TO BE TIED AND PROTECTED DURING SHIPMENT. UNTIE FRONDS AFTER 30 DAYS. OR AS DI REC TED BY PALM TREE EXPERT OR LANDSCAPE ARCHITECT. 2. TRUNK HEIGHT: MEASURED FROM ORIGINAL GRADE LEVEL AT BASE OF TRUNK TO TERMINAL BUD AT BASE OF FRONDS. TRUNK TO BE CLEAN", STRAIGHT AND FREE OF SCARS OR ROT. SET TRUNK PLUMB. 3. PLANT BASE OF TREE AT OR SLIGHTLY ABOVE FINISH GRADE. DO NOT BURY ANY PART OF TRUNK 4. F !NISH GRADE \ 5. ROOTBALL: TO BE PROTECTED DURING SHIPMENT MINIMUM 3'·6'X 3'-6'X 4' DEEP. 6. WASHED COARSE CCNCRETE SAND BACKFILL. DO NOT USE EARTH OR OTHER TYPES OF SAND. 7. 2" MULCH LAYER PER SPECIFICATIONS 8. 4" DIA. BLACK PVC SLIP CAP, TOP 3" MAX. 9. 4" DIA. X 8' PE RF ORA TED PVC PIPE · CENTER IN HOLE, WRAPPED WITH FILTER FABRIC 10. 12" DIA. X 8" DEEP AUGURED HOLE FILLED WITH 314" CRUSHED GRAVEL 11. END CAP "PHOENIX PALM TRUNKS TO BE DIAMOND-CUT. WASHINGTONIA PALM TRUNKS TO BE SKINNED. NOTE: SEE PALM TREE PLANTING AND MAINTENANCE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS A ALL SHRUBS/ GROUND COVERS SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLAN$. SEE LEGEND FOR SPACING REQUIREMENTS. C SHRUB/ GROUND COVER SPACING APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNIN<ll DEPARTMENT R I B G [ llND!CAfl IICHIIICT! 1716 O,d w,, Oceanside, CA 92856 Toi 760 295 7117 fox 760 29l 22D1 www.rid~elo.com L.A. EXP. DATE LANDSCAPE PLANTING DETAILS 8c NOTES TRI CITY WELLNESS CENTER ECR CORPORA TE CENTER l-----------------+--+---l----------------t-----11APPROVE(¼- ~-l---l-------------t---11 _ __,_/1=~~~-'-1~{,_4:=-•....,,f:lacl-a=·=('-------~''='tc'-•1"'7_•0~"1-REVIEWED BY: DATE BY DESCRIPTION INSPECTOR DATE REVISIONS APP'0 PLANNING DATE DWN BY--,LA==--- CHKD BY_.c.cRcc.S __ FIELD BY PROJECT NQ. SDP 05-18 DRAWING NQ. 451-9L L6.1 ~ .., .. I -Q r-- I I SECTION 02514 PORTLAND CEMENT CONCRETE PAVING Part 1 -GENERAL 1.01 WORK INCLUDED A. Concrete paving, mow strips, steps, walls. B. Reinforcement. C. Surface finish. D. Special Curing. 1.02 WORK INSTALLED BUT FURNISHED UNDER OTHER SECTIONS A. Section 03251 -Expansion and Contraction Joints. 1.03 RELATED WORK A. Section 02211 -Rough Grading: Preparation of site for paving. B. Section 02223 -Backfilling: Compacted fill for paving. 1.04 REFERENCES A. B. C. D. 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. ASTM A615 -Deformed and Plain Billet-Steel for Concrete Reinforcement. E. ASTM C33 Concrete Aggregates. Ready Mixed Concrete. F. ASTM C94 G. ASTM C150 -Portland Cement. H. ASTM C260 Air-Entraining Admixtures for Concrete. I. ASTM C309 Liquid Membrane-Forming Compounds for Curing Concrete. J. ASTM C494 Chemical Admixtures for Concrete. K. FS TT-C-800 Curing Compound, Concrete, for New and Existing Surfaces. 1.05 QUALITY ASSURANCE A. Perform work in accordance with ACI 301. B. Obtain materials from same source throughout. 1.06 TESTS A. Testing and analysis will be performed under provisions of the UBC, current edition. B. Make available proposed mix design of each class of concrete to appointed firm for review prior to commencement of work. C. Testing firm will toke cylinders 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 class of concrete placed each day. F. One additional test cylinder will be token and be cured on site under some conditions as concrete it represents. G. One slump test will be token for each set of test cylinders taken. 1.07 SUBMITTALS A. Submit product data under provisions of the UBC, current edition. B. Include data on integral color, admixtures, and curing compounds. C. Submit manufacturer's instructions. 1.08 SAMPLES A. Where directed, provide 4 x 4 foot job site sample of each paving finish shown or required, for review and approval prior to installation. Provide additional samples until finish is considered acceptable by the Owner, at no additional cost to the Owner. Part 2 -PRODUCTS 2.01 CONCRETE MATERIALS A. Cement: ASTM C150 Portland type, gray color. B. Fine and Coarse Aggregates: ASTM C33, from a single source throughout project. C. Water: Clean, potable, and not otherwise detrimental to concrete. 2.02 FORM MATERIALS A. Conform to ACI 301. B. Wood or Steel form material, profiled to suit conditions. 2.03 REINFORCEMENT A. Reinforcing Steel: ASTM A615; 40 ksi yield grade; plain deformed billet steel bars, uncoated finish. B. Welded Steel Wire Fabric: Piain type, ANSI/ASTM A185; uncoated finish. C. Tie Wire: Annealed steel, minimum 16 gage size. D. Dowels: ASTM A615; 40 ksi yield grade, plain steel, uncoated finish. E. Synthetic Reinforcing Fibers: 1. Engineered synthetic reinforcing fibers shall be 100% Polypropylene, collated, fibrillated fibers with the following properties: Specific Gravity: 0. 9 Modulus of Elasticity: 0.5 to 0.7 x 1000 ksi Tensile Strength: 80 to 110 ksi Length: 0.5 inch 2. The approved manufacturer or distributor shall provide the services of a Qualified Technician for o pre-job meeting and initial Job Start-Up. 3. Manufacturer shall be Fibermesh Inc., (619) 259-0901 or approved equal. 4. Fibers shall be added only at the concrete botch plant to assure uniform and complete dispersion of the collated-fibrillated fiber bundles into single monofilaments within the concrete. 5. Add to the concrete mix at the rate of 1 .5 lbs per cubic yard of concrete. 6. Submit concrete receipt from batch plant to Owner, showing name of manufacturer and rate of application for fibers. 2.04 ACCESSORIES A. Curing Compound: FS TT-C-800, Type 1, 30 percent solfds; ASTM C309, Ashford Formula. B. Liquid Surface Sealer: ProSoCa Kure/Seal. C. Integral Color (Non-Immersion Conditions): L M. Scofield Chromix. D. Patch Bond: Weld-Crete. E. Lithochroma color hardens: L.M. Scofield. 2.05 ADMIXTURES A. Air Entrainment: ASTM C260. B. Chemical Admixture: ASTM C494. 2.06 CONCRETE MIX A. Mix concrete in accordance with ASTM C94. B. Provide concrete with the following characteristics; -Compressive Strength at 28 days: 2500 psi. C. Use accelerating admixtures in cold weather only when approved by Owner. Use of admixtures will not relax cold weather placement requirements. D. Use set-retarding admixtures during hot weather only when approved by Owner. E. Add air entraining agent to concrete mix for concrete work as necessary. Port 3 -EXECUTION 3.01 INSPECTION A. Verify compacted subgrode and/or base is ready to support paving and imposed loods. B. Verify gradients and elevations of base are correct. C. Beginning of installation means acceptance of existing conditions. 3.02 PREPARATION A. Moisten base to minimize absorption of water from fresh concrete. B. Notify Landscape Architect and Owner minimum 24 hours prior to commencement of concreting operations. 3.03 FORMING A. Place and secure forms to correct location, dimension, and profile. Obtain layout approval prior to pour. B. Assemble formwork to permit easy stripping and dismantling without damaging concrete. Use of permanent concrete screed is permissible. C. Place joint fillers vertical in position, in straight lines. Secure to formwork during concrete placement. 3.04 REINFORCEMENT A. Place reinforcement. B. Interrupt reinforcement at expansion joints. C. Place reinforcement to achieve slab and curb alignment as detailed. D. Provide dowelled joints at interruptions of concrete with one end of dowel set in capped sleeve ta allow longitudinal movement. 3.05 FORMED JOINTS A. Place expansion joints at 20 foot intervals unless otherwise shown to correct elevation arid profile. Align curb, gutter, and sidewalk joints. B. Place expansion joint between paving components and building or other appurtenances. C. Provide control joints at maximum 5 foot intervals of paving unless otherwise shown. 3.06 PLACING CONCRETE A. Place concrete in accordance with ACI 301. B. Hot Weather Placement: ACI 301. C Cole/ 'wc'o. lhcr Plocc•r,cnt, /\C: 3C,, D. Ensure reinforcement, inserts, embedded ports, and formed joints are not disturbed during concrete placement. E. Place concrete continuously between predetermined construction joints. Do not break or interrupt successive pours such that cold joints occur. F. Place concrete to pattern indicated. G. Coordinate pours of integral color concrete to ensure consistency of color throughout. Color inconsistency will not be accepted. H. For concrete steps, walls or other cost in place elements, settle concrete by vibration to eliminate honeycombs. Concrete with visible honeycombs will be rejected. I. Tolerances in horizontal alignment of hardscope elements such as pavin_g edges, joints, walls and steps shall not exceed 1 /4" in 10 feet, or 1 /2 in 50 feet. 3.07 FINISHING A. B. C. See pion for finishes and finish locations. Curbs, Swales and Gutters: Light broom. Place curing compound on exposed concrete surfaces immediately after finishing. Apply in accordance with manufacturer's instructions. D. Finishes: 1. General Compact and tamp concrete as specified herein (unless retardant finish is specified), to bring 3/8 inch of mortar to surface, float with wood screeds and floats only, and apply following finishes after surface by floating. Do not use steel or any plastic screeds, floats or "Fresno" for initial floating and screeding operations. 2. All concrete finishes shall be as listed on the Drawings. Finishes ore as follows: a. Rough Trowel Swirl Finish - Provide rough trowel finish to slob surfaces. After placing slobs, consolidate surface by floating to o uniform, smooth, granular texture. b. Scratch Finish - Provide scratch finish to slob surfaces that are to receive mortar setting beds for precost tile povers as noted on Drawings. c. Steel Trowel Finish - After surface water disappears and floated surface is sufficiently hardened, steel trowel and re-trowel to smooth, dense, hard finish. After concrete hos set enough, re-trowel to o smooth, uniform finish free of trowel marks or other blemishes. Avoid excessive troweling that produces burned areas. d. Sandblast Finish - i. All work shall conform to applicable OSHA and EPA standards. ii. Contractor shall schedule this work to be executed with as little conflict with other trades as possible. If necessary, Contractor shall be responsible for the protection or masking of adjacent surfaces. iii. Test areas for sample of blasting will be established where surfaced will not be left exposed. Landscape Architect shall be present at time of sample blasting and approve the desired finish. Iv. Care shall be taken to protect all adjacent surfaces from damage which are not receiving sandblasting. v. Sandblasting shall be accomplished using qualified workmen familiar with the proper technique. vi. Sandblasting work shall be by the dry-sand method, utilizing appropriate equipment and adequate air pressure. Abrasives shall be washed silica sand free from salt, clay or other foreign materials. Nozzle position during the operation shall be as determined in the making of the approved samples. vii. All concrete areas requiring patching shall be patched, with all rough spots and unevenness in the concrete surface ground smooth before the sandblasting operation is begun. viii. Wash down concrete sandblasted surfaces promptly to remove sand and dust. Upon completion, remove from site all surplus and waste materials. e. Retardant Finish - i. Concrete Mix Design: An extremel;,-coarse mixing contains the greatest possible percentage of 3/8" top size aggregate and o minimum amount of mixing water should be used. Aggregate/sand ratio ta be 70% aggregate to 30% sand. 11. Preparatory Work: The concrete should be placed and consolidated so as to completely fill all spaces in the forms. Tampering will not be permitted because the aggregate must remain near the surface for later exposure. Apply o wood float finish which will permit 3/16" of aggregate exposure. iii. Application of Retarder: As soon as the following hos been completed, apply the retarder and "Lithotex" by L.M. Scofield (213/725-7112) per Scofield's Application Instruction T-203.03. Once the retarder hos been applied, cover the surface with plastic sheeting or curling paper to achieve deeper aggregate reveal. iv. Aggregate Exposure: The retarder should be removed between eight and twenty hours ofter placement by sandblasting or with a coarse-fibered or rust resistant wire scrub brush and jet of water. A clean sealer shall be applied so that the surface shall be covered ofter aggregate exposure with new, non-staining paper. f. Lithochrome color hardener: manufactured by L.M. Scofield Company. The grade shall be heavy duty. The color shall be per pion. Color-Hardened Concrete System: All concrete flotwork and adjacent vertical surfaces designated in the plans or specifications as having o colored and hardened surface shall be color-hardened with 'Lithochrome' color hardener, o dry-shake hardener manufactured by L.M. Scofield Company, Los Angeles CA 90040, (800) 222-4100, (213) 723-5258. It shall be applied per manufactures recommendations in accordance with Scofield s Tech-Doto Bulletin A-104. The finish shall be as designated in the finish schedule. E. Concrete Surface Sealer: Surface Sealer: All concrete that hos either been sandblasted or retardant finished shall be sealed with o clear, penetrating concrete sealer. If efflorescence or alkoll-stoining in evident ofter the concrete has cured, lightly wash the aggregate surface with o mild muriatic acid solution (usually o 10: 1 dilution) that has been thoroughly rinsed with water and cleaned with diluted Uthochrome "Floor Cleaner" by L.M. Scofield or equal. Rinse again and dry thoroughly. After concrele mix hos cured at least a month, the concrete surface shall be thoroughly washed with fresh, clean water. After surface is thoroughly dried, apply one coat of Aqua-Mix Penetrating Sealer (213) 946-6877, at the rote of 200 SF per gallon. Allow 24 hours before applying water to verify if water beads. If not, apply a light second coot. 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. END OF SECTION SECTION 02811 LANDSCAPE IRRIGATION SYSTEM RECLAIMED WATER Note: In case of conflicts, Carlsbad Municipal Water District Standard Specifications shall take precedence. Part 1 -GENERAL 1.01 SUMMARY A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for operation satisfactory to the Owner. 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 controct. 1.02 CONSTRUCTION DRAWINGS A. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be required. The Contractor shall carefully investi9ate the structural and finished conditions affecting all of his work and pion his work accordingly, furnishing such fittinl)S, etc. as may be required to meet such conditions. Drawings ore 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. B. C. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. When an item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown on both. The Architect shall have final authority for clarification. When o conflict occurs between an item shown on the pion and as shown on the specifications, 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 thoroughly 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 articies used in this contract furnishes directions covering points not shown in the drawings and specifications. ' C. All local, municipal and state lows, rules and regulations governing or relating to any portion of this work ore hereby incorporated into and mode a part of these specificotions, 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 regulotions of the same. However, when these specifications and drawings coll for or describe materials, workmanship, or construction of o better quality, higher standard, or larger size than is re:iuired by the above rules and regulations, the provisions of these specifications and drawings shall lake precedence. D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no additional cost to Owner. E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices ta public authorities, verify permits secured or arrangements mode by others affecting the work of this section. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD Pl.ANNIN() DEPARTMENT R I D G E LA. EXP. IANUSCIPE ARCHITECTS REVIEWED BY: 1116 □rd Woy Oce~ns1de, CA 92056 Tel 750 29l 7227 Fox 160 1951106 www.ridjElo.co11 INSPECTOR DATE DATE BY DESCRIPTION APP'D DATE REVISIONS LANDSCAPE SPECIFICATIONS TRI CITY WELLNESS CENTER ECR CORPORATE CENTER PLANNING OWN BY_~Rc"S~- CHKD 5y_R_S __ FIELD BY PROJECT NQ. SDP 05-18 DRAWIN<ll NQ. 451-9L L7.1 1.04 SUBMITTALS A. Materials List: 1. After award of contract and before any irrigation system materials are !1e!iver:ed to the job site,_ submit to the Owner a complete list of all irrigation systems, materials, or processes proposed ta be furnished and installed as port of this contract. 2. Show manufacturer's name and catalog number for each item, furnish complete catalog cuts and technical data, furnish the manufacturer's recommendations os to the method of installation. 3. No substitutions will be allowed without prior written acceptance by the Architect or ,Owner's authorized representative. 4. Manufacturers warranties shall not relieve the Contractor of his llobllity 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 an the irrigation drawings and spec!fications, he ry,oy do s9 by providing the following information to the Architect or Owners authorized representative for approval. 1. Provide a written statement indicating the reason for making the substitution. 2. Provide catalog cut sheets, technical data, and performance information for each substitute item. 3. Provide in writing the difference in installed price if the item is accepted. 1.05 EXISTING CONDITIONS A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, electrical supply, and telephone line connection to the irrigation system. B. lrrig(!tion 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 pf construction. Should a discrepancy exist, notify the Architect and Owners authorized representative prior ta beginning construction. C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tonks, cmd other utilities as ore commonly encountered under~round and he shall take proper precautions not ta damage or disturb such improvements. If o conflict exists between such obstacles and the proposed work, the Contractor shall promptly notify the Architect and Owner who will arrange for relocations. The lrrigot1on Contractor will proceed in the some manner if a rock layer or any other such conditions ore encountered. D. The Contractor shall protect all existing utilities and features to remain on and _adjacent to the project site during construction. Contractor shall repair, at his own cost, oil damage resulting from his operations or negligence. E. The lrriqotion 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 ta 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 S(!le)y responsible for n_otifying the Architect, Owner, and governing agencies, a mmImum of 48 hours in advance, where and when the work is ready for testing. Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered at the lrrigotlon Contractor's expense. C. Inspections will be required for the following at o minimum: 1. System layout 2. Pressure test of irrigation main line (Four hours at 125 PSI or 120% of static water fressure, which ever is greeter.) 3. Coverage tes of irrigation system 4. Final inspection prior to start of maintenance period 5. Final acceptance D. Site observations and testing will not commence without the record drawings as prepared by the Irrigation Contractor. Record drawings must complete and up to date for eoch site visit. E. Work which foils testing and is not accepted will be retested. Hourly rotes and expenses of the Architect, Owner's authorized representative, and governing agencies for reinspection or retesting will be paid by the Irrigation Contractor at no additional expense to Owner. 1.07 STORAGE AND HANDLING . A. B. Use oil means necessary to protect irrigation system materials before, during, and ofter installation and to protect the installation work and materials of all other trodes. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic pipe only on o vehicle with o bed long enough to allow the pipe to lay flat to ovoid undue bending and concentrated external load. 1.08 CLEANUP AND DISPOSAL A. B. Dispose of waste, trash, and debris in accordance with applicable lows and ordinances and as prescribed by authorities having jurisdiction. Bury no such waste m_oteriol and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered ta ao so by the Owner's authorized representative. At the time of completion the entire site will be cleared of tools, equipment, rubbish ond debris which shall be disposed of off-site in a legal disposal area. 1.09 TURNOVER ITEMS A. Record Drawings: 1. Record accurately on one set of contract drawings all changes in the work constituting departures from the original contract drawings. 2. The changes and dimensions shall be recorded in o legible and workmanlike manner to the satisfaction of the Architect or Owner's authorized representative. Prior ta final inspection of work, submit record drawings to the Architect or Owner's authorized representative. 3. Dimensions from/to permanent points of reference such as buildings, sidewalks, curbs, etc. shall be shown. Dato on record drawings shall be recorded on a day to day basis as the project is being installed. All lettering on drawings shall be minimum 1/8 inch in size. 4. Show locations and deJ?ths of the following items: a. Point of connection (.including water meters, back/low preventors, master control valves, etc.) b. Routing of sprinkler pressure lines (dimensions shown at o maximum of 100 feet along routing and at oil changes in direction) c. Gate valves d. Automatic remote control valves 5. e. Quick coupling valves f. Routing of control wires g. Irrigation controllers h. Related equipment (as may be directed) Maintain record drawings on site ot all times. Upon completion of work, transfer all a$-built information and dimensions ta a clean set of bond prints, using red, waterproof ink. B. Controller 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 20 mils in thickness. C. Operation and Maintenance Manuals: 1. Two individually bound copies of operation and maintenance manuals shall be delivered to the Architect or Owner's authorized representative at least 10 calendar days prior to final inspection. The manuals shall describe the material ns{alled and the proper operation of the system. 2. Each complete, bound manual shall include the followlng 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. Spore ports lists and related manufacturer information for all equipment. D. Equipment: 1. Supply as a port of this contract the followin~ items: a. Two (2) wrenches for disassembly and adJustment of each type of sprinkler head used in the irrigation system. b. Three 30-inch sprinkler keys for manual operation of control valves. c. Two keys for each automatic controller. d. Two quick coupler keys with o 3/4" bronze hose bib, bent nose type with hand wheel and two coupler lid keys. e. One valve box cover key or wrench. f. One 5-foot tee wrench for operating butterfly valves (if used). g. Six extra sprinkler heads of each size and type. 2. The above equipment shall be turned over ta Owner's authorized representative at the final inspection. 1.10 COMPLETION A. At the time of the pre-maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing agencies will inspect the work, and if not accepted, will prepare a list of items to be completed by the Contractor. At the time of the post-maintenance period or final inspection the work will be reinspected and final acceptance will be in writing by the Architect, Owner's authorized representative, and governing agencies. B. The Owner's authorized representative shall have final authority on oil portions of the work. C. After the system hos been completed, the Contractor shall instruct Owner's authorized representative in the operation and maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. D. Any settling of trenches which may occur durin~ the one-year period following acceptance shall be repaired to the owner's satisfaction by the Contractor without any additional expense to the owner. Repairs shall include the complete restoration of all damage to planting, paving or other improvements of any kind as a result of the work. 1.11 GUARANTEE A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects and fault of material and workmanship, including settling of backfilled areas below ~rode, for o period of one (1) year following the filing of the Notice of Completion. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to owner within ten (10) calendar days of receipt of written notice from Owner. When the nature of the repairs, as determined by the Owner, constitutes an emergency (i.e. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and all damages ta existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct some, shall be repaired to the satisfaction of the Owner by the Contractor, all at no additional cost to the Owner. B. Guarantee shall be submitted on Contractors own letterhead as follows: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we hove furnished and installed 1s free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepfed. We agree ta repair or replace any defective moterlol during the period of one year from date of filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost ta the owner. We shall make such repairs or replacements within 10 calendar days following written notification by the owner. In the event of our failure ta make such repairs or replacements within the time specified after receipt of written notice from owner, we authorize the owner to proceed to have said repairs or replacements mode at our expense and we will pay the costs and charges therefore upon demand. PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE: Port 2 -MATERIALS 2.01 SUMMARY Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or furnished that do not meet Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. 2.02 PIPE A. Pressure supply line from point of connection through basket strainer unit shall be Type "K" copper or brass pipe. B. Pressure supply lines 2 inches in diameter and up to 3 inches in diameter downstream of basket strainer unit shall be Closs 315 solvent weld PVC. Piping shall conform to ASTM D2241. C. Non-pressure lines 3/4 inches in diameter and larger downstream of the remote control valve shall be Closs 200 PVC. Non-pressure lines 1 • and larger ta conform to ASTM D2241. D. Reclaimed water PVC pipe to be color coded "purple" in color and marked on two sides with reclaimed water warning statements "CAUTION -RECLAIMED WATER". Reclaimed water piping must be accepted by the local reclaimed water governing agencies. Reclaimed water PVC pipe shall use standard Sch. 40 PVC fittings. Reclaimed Water PVC pipe to be Brownline "Alertline" or equal. 2.03 METAL PIPE AND FITTINGS A. 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 manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation Foundation approval, Commercial Standards designation, and dote of extrusion. B. All plastic pipe shall be extruded of on improved PVC virgin pipe compound in accordance with ASTM D2241 or ASTM D1784. C. All PVC fittings shall be standard weight Schedule 40 and shall be injection molded of on im[>roved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated. All fittings shall conform to ASTM D2466. D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer's recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM D2564 and ASTM D2855. F. When connection is plastic to metal, female adopters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be non-lead base Teflon paste, tape, or equal. 2.05 BASKET STRAINER A. The basket strainer unit shall be of the manufacturer, size, and type indicated on the drawings. B. The basket strainer unit shall be installed in accordance with the requirements set forth by local codes. 2.06 VALVES A. Gate Vol ves: 1. Gate valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Gate valve shall have threaded ASTM B-62 bronze body, bonnet and wedge, silicon bronze stem, and malleable iron hondwheel. 3. All Gate valves shall hove a minimum working pressure of not less than 150 psi and shall conform to AWWA standards. B. Quick Coupler Valves: 1. Quick coupler valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Quick coupler valves shall be brass with a wall thickness guaranteed to withstand normal working pressure of 150 psi without leakage. Valves shall have 3/4 female threads opening at base, with two-piece body. Valves to be operated only with o coupler key, designed for that purpose. Coupler key is inserted into valve and a positive, watertight connection shall be mode between the coupler key and valve. Hinge cover shall be the locking type constructed of brass with a rubber-like vinyl 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 hove threaded connections the size of the riser or pipe they ore to be installed onta, 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 ta sunlight and chemical action of soils. B. The valve box cover shall be purple in color and permanently marked with the words "WARNING -RECLAIMED WATER -DO NOT DRINK". Valve box cover shall be secured with a hidden latch mechanism or bolts. C. The caver and box shall be capable of sustaining a load of 1,500 pounds. D. Valve box extensions shall be by the some manufacturer as the valve box. E. Automatic control valve boxes shall be 16"x11"x12" rectangular size. Valve box cavers shall be marked "RCV" with the valve identification number "heat branded" onto the cover in 2 inch high letters/numbers. F. Gate valve and quick coupler valve boxes shall be 1 o• circular size. Valve box covers shall be marked with either "GV" or "ocv" "heat branded" onto the cover in 2-inch high letters/numbers. 2.08 AUTOMATIC CONTROLLER A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. B. Automatic controller enclosures shall be of the manufacturer, size, and type indicated on the drawings. Enclosure shall be vandal-resistant, ventilated and waterproof. 2.09 ELECTRICAL A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. B. All electrical work shall conform to local codes and ordinances. 2.10 LOW VOLTAGE CONTROL WIRING A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. 8. Connections shall be either epoxy-sealed packet type or Penn-Tite connectors. C. Ground wires shall be white in color. Central wires shall be red (where two or mare controllers are used, the control wires shall be o different color for each controller. These colors shall be noted on the "Record Drawings" plans located on controller door). 2.11 IRRIGATION HEADS A. Sprinkler heads shall be of the manufacturer, size, type, with radius of throw, operating pressure, and discharge rate indicated on the drawings. B. Pop-up heads and riser heads shall be used as indicated on the drawings. C. Pop-up heads and gear driven rotors used on reclaimed water systems shall hove a color coded purple cop with reclaimed water warnings embossed on the top surface. Riser heads shall have o 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 Nat Drink". All reclaimed water warnings shall be as required by the local water utility. 2.12 MISCELLANEOUS EQUIPMENT Rain sensor shall be of the manufacturer, size, and type indicated on the drawings. Port 3 -EXECUTION 3.01 SITE CONDITIONS A. Inspections: 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete ta the point where this installation may properly commence. 2. Verify that irrigation system may be installed in strict accordance with oil pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's recommendations. B. Discrepancies: 1. In the event of discrepancy, immediately notify the Architect or Owner's authorized representative . 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. C. Grades: 1. Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified material depths with respect to finish grade. 2. Final grades shall be accepted by the Engineer before work on this section will be allowed to begin. D. Field Measurements: 1. Make all necessary measurements in the field ta 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 ore approximate. The Contractor shall check and verify all size dimensions prior ta proceeding with work under this section. 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages ta utilities which ore caused by his operations or neglect. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING! DEPARTMENT R I D G I LA. EXP. lANDSCAPE UCIITECTS REVIEWED BY: IT160rdWur Oceon51de, CA 92056 Jal 760 2951127 fo, mm 2201 \\'WWJidgela.1011 INSPECTOR DATE DATE BY DESCRIPTION DATE REVISIONS APP'D LANDSCAPE SPECIFICATONS TRI CITY WELLNESS CENTER ECR CORPORATE CENTER PLANNING OWN BY RS CHKD ay_RccSc.__ FIELD BY PROJECT NO. SOP 05-18 DRAWING N0. 451-9L I -_, __ J '_ - L7.2 I E. Diagrammatic Intent: The drawings ore essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide offsets in piping and changes in equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with other work at no additional expense to Owner. F. Layout: 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, bockflow preventer, and automatic controller. 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under paved areas, but running parallel end adjacent to planted areas, install the piping in the planted areas. G. Water Supply Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be mode at no additional expense to Owner. H. Electrical Service: 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense ta Owner. 2. Contractor shall make 120 volt connection to the irrigation controllers. Electrical power source to controller locations shall be provided by others. 3.02 TRENCHING 3.03 3.04 A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below subgrode. B. Provide minimum cover of 24 inches on pressure supply lines 2 ½ inches C. D. E. A. B. C. D. E. A. B. C. D. E. F. G. H. I. J. K. 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 hove a 6 inch minimum space between pipes. BACKFILLING Backfill material on all lines shall be the some as adjacent soil free of debris, litter, and rocks over ½-inch in diameter. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. Flooding in lieu of tamping is not allowed. Under no circumstances shall truck wheels be used to compact backfill. Provide sand backfill a minimum of 6 inches over and under all piping under paved areas. PIPING Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. Cutting or breaking of existing pavement is not permitted. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs and reaming. Install pipe with all markings up for visual Inspection and verification. Remove all dented and damaged pipe sections. All lines shell hove a minimum clearance of 6 inches from each other and 12 inches from lines of other trades. Parallel lines shall not be installed directly over each other. In solvent welding, use only the specified primer and solvent cement and make all Joints in strict accordance with the manufacturer's recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling. PVC pipe shall be installed in a manner which will provide for expansion and contraction as recommended by the pipe manufacturer. Centerload all plastic pipe prior to pressure testing. All threaded plastic-to-plastic connections shall be assembled using Teflon tape. For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe dope on all threaded plastic-to-metal connections, except where noted otherwise. All plastic-to-metal connections shall be made with plastic female adapters. 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 ta have a Leemco joint restraint system installed on all fittings in lieu of thrust blocks. 3.05 CONTROLLER A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before installation. The electrical service shall be coordinated with this location. 8. The lrri~ation Contractor shall be responsible for the final electrical hook up to the irrigation controller. C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area or in accordance with the irrigation schedule provided. 3.06 CONTROL WIRING A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines whenever possible. B. Where more than one wire is placed in a trench, the wiring shall be taped together in a bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at intervals of 20 feet. C. All connections shall be of on approved type and shall occur in a valve box. Provide an 18 inch service loop at each connection. D. An expansion loor of 12 inches shall be provided al each wire connection and/or direction □ change, and one of 24 inches shall be provided at each remote control valve. E. F. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be used without prior approval. Pull boxes for the low voltage control wires shall be provided at a spacing of 480 feet an center along the wire route. An expansion loop of 24 inches shall be provided at each control wire pull box. 3.07 VALVES A. Automatic control valves, manual valves, ~ate valves, and ball valves ore to be installed in the approximate locations indicated on the drawings. 8. Valve shall be Installed in shrub areas whenever possible. C. Install all valves as indicated in the detail drawings. D. Valves to be installed in valve boxes shall be installed one valve per box. 3.08 VALVE BOXES A. Valve boxes shall be installed in shrub areas whenever possible. B. Each valve box shall be installed on a foundation of 3/4 inch gravel bockfi)~ 3 cubic feet minimum. Valve boxes shall be installed 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 drawings. B. Install basket strainer at location approved in the field and ot height required by local codes. 3.10 SPRINKLER HEADS A. Sprinkler heads shall be installed as indicated on the drawings. B. Spacing of heads shall not exceed maximum indicated on the drawings. C. Riser nipples shall be of the some size as the riser opening in the sprinkler body. D. Pop-up sprinkler heads shall not be installed using side outlet openings. 3.11 MISCELLANEOUS EQUIPMENT A. B. C. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. Quick coupler valves shall be set approximately 12 inches from walks, curbs, header boards, or paved areas where applicable. Unless designed as an integral part of the irrigation head, anti-drain valves will be installed under every head. The onti-cfroin valve will be the some diameter as the riser and be integral to the riser assembly. D. Install rain sensors os indicated on the drawings and as recommended by the manufacturer. 3.12 FLUSHING THE SYSTEM A. Prior to installation of sprinkler nozzles, the valves shall be opened and a full head of water used to flush out the lines and risers. B. Sprinkler nozzles shall be installed after flushing the system has been completed. 3.13 ADJUSTING THE SYSTEM A. Contractor shall adjust valves, align heads, and check coverage of each system prior to coverage test. 8. If it is determined by the Architect or Owner's authorized representative that additional adjustments or nozzle changes will be required to provide proper coverage, ell necessary changes or adjustments shall be made prior to any planting. C. The entire system shall be operating properly before any planting operations commence. D. Automatic control valves ore to be adjusted so that the sprinkler heads operate at 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 hos been observed, tested and accepted by the Architect, Owner, and governing agencies. B. The Controctor shall be solely responsible for notifying the Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. C. When the sprinkler system is completed, the Contractor shall perform a coverage D .. E. The Contractor shall furnish all materials and perform all work required to correct any inadequacies af coverage due to deviations from the plans, or where the system has been wilfully installed as indicated on the drawings when it is obviously inadequate, without bringing this to the attention of the Architect. This test shall be accepted by the Architect and accomplished before starting any planting. Final inspection will not commence without record drawings as prepared by the Irrigation Contractor. 3.15 MAINTENANCE During the maintenance period the Contractor shall odJust and maintain the irrigation system in a fully aperational condition providing complete irrigation coverage to all intended plantings. 3.16 COMPLETION CLEANING Cleon-up shall be mode 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 ta original conditions. END OF SECTION SECTION 02950 LANDSCAPE PLANTING Part 1 -GENERAL 1.01 WORK INCLUDED A. Soil Preparation. B. Planting. C. Staking. D. Sodding. E. Clean up. 1.02 RELATED WORK A. Section 02811 1.03 QUALITY ASSURANCE Landscape Irrigation System. A. Source Quality: 1. Submit documentation ot least 60 days prior to planting that all plant materials are available. Materials are subject to inspection ofter confirmation of ordering. 2. Materials are subject to inspection at place of growth and upon delivery, for conformity to specifications. Inspection, approval and rejection can also toke place at other times during progress of work. 3. Request, in writing, inspection of plant materials at place of growth. Identify place of growth, and quantity of plants to be inspected. 4. As described in the planting notes for tree togging, the Architect may opt to either visit the tree nursery or review photographs submitted by the Contractor. In either case visit the nursery and select trees conforming to specifications prior to review by the Architect. 1.04 SUBMITTALS A. Prior to installation submit for review and approval specifications and product information on items being used on project. Submit bound with list of items as cover sheet. Conform to Section 01300. 1.05 DELIVERY, STORAGE AND HANDLING A. Deliver fertilizer to site in original unopened containers bearing manufacturer's guaranteed chemical analysis, name, trade mark, and conformance to State law. B. Provide copies of receipts for all amendments specified in these specifications or in the Soils Report. C. Deliver plants with legible identification labels. Lobel trees, evergreens, bundles of containers of like shrubs and groundcaver plants. State correct plant name and size indicated on plant list. Use durable waterproof labels with water-resistant ink which will remain legible for at least 60 days. D. Protect plant material during delivery to prevent damage to root ball or desiccation of leaves. E. Notify Architect 7 days in advance of delivery of plant materials and submit itemization of plants in each delivery. F. Store plants in shade and protect from weather. G. Maintain and protect plant material in a healthy, vigorous condition. H. Exercise core in handlin~, loading, unloading and storing of plant materials. Replace damaged materials. 1.06 JOB CONDITIONS A. Perform actual planting only when weather and soil conditions are suitable in accordance with locally accepted practice. B. Coordinate this work of this section with installation of underground irrigation system, utilities, piping and watering heads. 1.07 SAMPLES AND TESTS A. Architect reserves the right to take and analyze samples of materials for conformity to specifications. Provide samples for testing upon request. Remove rejected mate~iols from site immediote(y upon _rejection at no a_dditional cost. Testing costs will be paid for by Owner 1f materials prove to be in compliance with specifications. B. Prior to amending soils, contractor shall hove soil tested for agricultural suitability as described in planting notes. C. Provide 1 cubic foot sample of medium grind topping mulch ta Architect for review and approval. \ 1.08 GUARANTEE A. Guarantee materials against poor, inadequate, d!seosed and inferior mat~rial_s and workmanship for one year ofter 90 day maintenance agreement exp1rat1on. Port 2 -PRODUCTS 2.01 MATERIALS A. The following organic, soil amendments and fe_r~ilizer. ore to be used for bid. purposes only. Specific amendments and fertilizer will be selected and ~pec1fied ofter rough grading operations ore complete and Contractor has had soil samples tested. B. Provide standard, approved and first-grade quality materials, in prime condition when installed end accepted. Deliver commercially processed and packaged material in manufacturer's unopened containers bearing the manufacturer's guaranteed analysis. Supply a sample of all supplied materials accompanied by / analytical dot □ from on approved laboratory source illustrating compliance, or bearing the manufacturer's guaranteed analysis. C. Organic Amendment: 1. Nitrogen Stabilized: 0.56 to 0.84 percent N based on dry weight for wood residual or rice hulls. 2. Particle Size: 95 to 100 percent passing 6.35 mm standard sieve; 80 to 100 percent passing 2.33 mm standard sieve. 3. Salinity: Ensure t~at saturation extract conductivity :foes not excee? 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 cs elemental. E. F. G. 2. Iron Sulfate: 20 percent iron expressed as metallic iron, derived from ferric and ferrous sulphate, 10 percent sulfur eiressed as elemental. 3. Calcium Carbonate: 95 percent lime as erived from oyster shells. 4. Gypsum: Agricultural grade product containing 98 percent minimum calcium sulphate. 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 slaw-release type with potential acidity of not mare than 5 percent by weight containing the following percents by weight of nutrients listed: 20-nitrogen, 10-phosphoric acid, 5-potash, 2.6-combined colclum, 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-potcsh. 5. Sulphate of potash: 0-0-50. . . 6. Sin~le super-phosphate: Commercial product contalning 18 to 20 percent available Phosphoric Pentoxide, or other approved. 7. Urea formaldehyde: 38-0-0. 8. Hydroseeding fertilizer: provide om:mium phosphate w~ich c~~sists of ~he following percent by weight and mixed by a commercial fert1l1zer supplier: 16-nitrogen, 20-phosphoric acid, 0-potash. Import or Amended Top Soil: Ensure silt plus cloy content of top soil does not exceed 20 percent by weight, with a minimum 95 percent passing the 2.0 mm sieve. Do not allow the sodium absorption ratio SAR to exceed 6. The electrical conductivity (ECE) of the saturotian extract cannot exceed 3.0 millimohs per centimeter at 25 degrees C. Ensure boron content is less than 1 port per million. as measured C?n the saturation, extract. ,:o en.sure compliance with these requirements, submit samples of soil for analysis prior to, and following backfilling. Plant 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, sunscolds, and other disfigurements. Ensure tree trunks are sturdy and have well hardened systems and vigorous and fibrous root systems which are not root or pot-bound. In the event of disagreement as to condition of root system, the root conditions of the furnished plants in containers will be determined by removal of earth from the roots of not less than two plants, or more than 2 percent of the total number of plants of each species or variety. Where container grown plants are from several sources, roots of not less than two plants of each species or variety from each source will be inspected. In the event that the sample plants inspected are found to be defective, the entire lot or lots of plants represented by the defective samples may be re/·ected. Plants rendered unsuitable for planting due to this inspection wil be considered samples and will be provided at no cost to the Owner. c □NTJNLCD nN ~rx1 s11ccT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. test of each system in its entirety to determine if the water coverage for the planted areas is complete and adequate in the presence of the Architect. --------------------------------------------..... ---------------------+~!!!!!!!!!!~!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!~~!!!!!!!!!~~!!!!!~!!!!!!""~~1 I 8H1E9ET 11 CITY OF CARLSBAD I I BHE2E1TS I R I D G E L.A. EXP. IAND!CAPE AiCIITECT! REVIEWED BY: 17160rdWnr Oceanside, (A 92056 Tel 760 295 1221 fa, 16119l 12116 www.ridg~la.rom INSPECTOR DATE DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D . PLANNINCJ DEPARTMENT . LANDSCAPE SPECIFICATIONS TRI CITY WELLNESS CENTER ECR CORPORATE CENTER PLANNING DATE OWN BY_~R~S~_ CHKD 8Y ____:Rc;:S::.__ FIELD BY PROJECT NO. SDP 05-18 DRAWINQ NO. 451-9L L7.3 2. 3. 4. 5. 6. 7. 8. 9. Size of plants will correspond with that normally expected for species and variety of commercially available nursery stock or as specified on drawings. The minimum acceptable size of plants measured before pruning with the branches in normal position, must conform with the measurements specified in plant list. If approved by The Owner, larger sized plants may be used, but without oddit1onol cost. If larger plants ore approved for use, the boll of earth or spread of roots for eoch plant will be increased proportionately. 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 and variety at no additional cost to the Owner. Pruning: Do not prune, trim, top or alter the shape of trees or plants except as approved. Provide plant material true to botanical and common name and variety os specified in Annotated Checklist of Woody Ornamental Plants in California, Oregon and Washington, eublished by University of California School of Agriculture (latest edition). Nursery Grown and Collected Stock: Grow under climatic conditions similar to those ln 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 farmed homogeneous soil sections. Sod: Provide Marathon II or approved equal. Select trees which are aesthetically desirable and are good examples of the species. Trees with gashes, misshapen trunks or branches, topped leaders, structural defects, badly crossed branches, or other visual defects will not be accepted. Seed: Label seed and provide in sealed containers with signed copies fram vendor certifying that each container is fully labeled in compliance with State Agricultural Code and is in compliance with minimum requirements of these specifications. Wet, moldy or damaged seed will not be permitted. Provide seed mix per plan. H. Hydroseeding Fiber Mulch: Provide Hydro-mulch as manufactured by Conwed, or other approved equal, composed of wood cellulose fiber and containing no germination or growth inhibiting factors. Ensure a consistent texture whichdlsperses evenly and remains suspended in agitated water. Provide with a temporary green dye and the following percenta9e property analysis: moisture content 9 plus or minus 0.8; 3 a.d. basis; organic matter 99.2 plus or minus 0.8; ash content 0.8 plus or minus 0.2; pH 4.8 plus or minus 0.5; water holding capacity (grams of H20 per 100groms of fiber) 1150 minimum. I. J. Hydroseeding Additive (Binder): Provide Ecology Control-M-Binder organic seeding additive. Guying and Staking Materials: 1. Wood Tree Stal<es: lodge pale pine, full treated with Coppernaphthanate Wood Preservative in strict accordance with FS TT-W-572 Type I, Composition B, 2 inch minimal normal size diameter by 1 O feet long, no split stakes. 2. Ties: Provide rigid tie stock No. CT, size corresponding to tree box size as manufactured by VIT Company or other approved. K. Tree Paint: Provide Morrison Tree Seal, Cabot Tree Paint, or other approved. L. Water: Provide clean, potable water. M. Mulch: Provide medium grind bark, consisting of organic, fibrous, woody bark mixture of varied particle size such that 90 to 100 percent passes 1 Inch sieve, 80 ta 100 percent passes 1 /2 inch sieve, and 20 to 60 percent passes 1/4 inch sieve, or approved equal. Mulch shall be free of contaminants and weed seed and shall have a pleasant musty or moldy soil-like odor. Putrid, ammonia and sour-smelling materials will be deemed unacceptable. Recycled construction materials will not be permitted. N. Wood Headerboards: 1. Provide 2-inch by 4-inch pressure treated Douglas fir or redwood construction grade headerboards. Make splices with 1-inch by 4-inch pieces no less than 12 inches long. Place 1-inch by 3-inch by 16-inch stakes at intervals of not more than 5 feet. Cut stakes level and set below top of headerboards. 2. On sharp turns and curves, four ½-inch by 4-inch laminated boards, or two 1-inch by 4-inch laminated boards may be permitted. 3. Nail stakes and splices with galvanized common nails. Nail as required for solid installation. 4. Provide header as shown on drawings, laid true ta line and grade, protect in-place adjacent improvements, shrubbery and other properties. Place stakes on ground cover side of header. 0. Sand: Provide washed silica sand. P. Root Barrier: UB24-2 by Deep Root Corp., (800)458-7668. Install at all trees within 5' of concrete paving, curbs or mow strips, or as shown on plans. \nstall barrier with vertical ribs facing toward the tree and with the top edge ½" above finish grade. Part 3 -EXECUTION 3.01 INSPECTION A. Obtain certification that final grades to 1/10 foot have been established prior ta commencing landscaping operations. Provide for inclusion of all amendments, settling, etc. Be responsible far shaping all planting areas as indicated on drawings or as required. 8. Inspect trees, shrubs and liner stock plant material far injury, insect infestation and trees and shrubs for improper pruning. C. Do not begin planting of trees until deficiencies are corrected or plants replaced. 3.02 PREPARATION A. Soil Preparation: 1. After proper finished grades have been verified or established, cross-rip all planting areas to a depth of 12", condition and fertilize sail ln accordance with recommenc:!ations of soil testing laboratory and as approved by Owner. The following is for bid purposes only. Uniformly spread and cultivate amendments thoroughly by means of mechanical tiller into top 6 inches of soil. AP.plication rates !er 1,000 square feet: Nitrogen stabilize organic amendment 4 cubic yards 16-16-16 Commercial Fertilizers 15 lbs. Agricultural gypsum 100 lbs. Soil sulphur 20 lbs. 2. At time of planting, ensure that top 2 inches of all areas to be planted or seeded arc, free of stones, stumps, and other deleterious matter 1 inch in diameter or larger, and free from wire, plaster, concrete, wood, an~ similar materials which would cause hindrance ta planting or maintenance. 8. Final Grades: Make minor modifications to grade as may be necessary to establish required final grade. Ensure that finish grade provides proper drainage of the site and surface drainage is away from building. Final grades are to be 1 inch below adjacent paved areas, sidewalks, valve boxes, headers, clean-outs, drains, manholes, etc., or as shown on drawings or required by City. Eliminate erosion scars prior ta commencing maintenance period. 3.03 PLANTING INSTALLATION A. General: 1. Perform actual planting only during those periods when weather and soil conditions are suitable and in accordance with locally accepted practice, as approved. 2. Distribute in planting areas only as many plants as can be planted and watered that same day. 3. Ensure that containers which are opened and plants removed are handled with care such that ball of earth surrounding roots is not broken and that plants are planted and watered immediately. Do not open containers prior ta placing plants in planting areas. 4. The irrigation system shall be operat!onal and approved prior to planting. 8. Pre-Plant Weed Control: 1. Use a non-selective systemic contact herbicide as recommended and applied by an approved licensed landscape pest control advisor and applicator. Leave sprayed plants intact for at least 15 days. 2. Clear and remove these existing weeds by mowing or grubbing off all plant parts at least 2 inches below surface of soil over entire areas to be planted. 3. After irrigation system is operational, apply water for 10 days as needed to achieve weed germination. Apply contact herbicides and wait as needed before planting. Re1eat as required. 4. Maintain weed free site unti acceptance by Owner. C. Lay-Out: Mark locations for plants and outlines of areas ta be planted before any plant pits are dug. Gain City approval. If underground construction or utility lines are encountered in the excavation of plantin~ areas, other locations for plantinQ may be selected by Owner. Accomplish layout with flagged grade stakes indicating p1ant names and specified container size on each stoke. Confirm location and depth of underground utilities and obstructions. D. Plantin~ of Trees and Shrubs: 1. Strip and stack approved excavation for planting which is encountered within areas for trenches, tree holes, plant pits and planting beds. 2. Remove from site excess soil generated from planting holes and not used for backfilling. 3. Protect areas from excessive compaction when trucking plants or other materials to planting areas. 4. Provide excavated holes with vertical sides with roughened surfaces and of a size twice the diameter and 1-1/2 times the depth of the root ball for all trees and shrubs. 5. Cut cans on two sides with acceptable can cutter only. Do not injure root ball. Superficially loosen edge roots on three sides after removing from can. 6. Remove bottom of plant boxes before planting. Remove sides without damage to root ball after positioning plant and partially backfilling. Center plant in pit or trench. Face plants with fullest growth into prevailing wind. 7. 8. 9. Set plant plumb and hold rigidly in position until sail has been firmed around boll or roots. 10. Backfill container plants with: 6 parts by volume on-site soil 4 parts by volume organic amendment 1 pound 6-20-20 fertilizer mix/cu. yd. of mix 2 pounds iron sulfate per cubic yard of mix Note: The above is for bid purposes only. Specific backfill recommendations are made as a result of the soils testing described on the planting plan. 11. Raise all plants which settle deeper than the surrounding grade. After plant has been placed, add sufficient backfill to hale to caver approximately 1 /2 of root ball. Add water to the top and thoroughly saturate root ball and adjacent soil. 12. After water has completely drained, place planting tablets: 1 tablet per 1-gallon container 2 tablets per 5-gallon container 3 tablets per 15-gallon container 4 tablets per 24 inch box 5 tablets per 30 inch box 6 tablets per 36 inch box 7 tablets per 42 inch box 8 tablets per 48 inch and larger boxes Set planting tablets with each plant on top of root ball while plants are still in their containers so the required number of tablets can be verified. 13. Backfill remainder of hole and tamp firm. Construct an earthen basin □round each plant after 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 after initial watering. 14. Limit pruning ta minimum necessary. Remove injured twigs and branches. Pruning may not be done prior ta delivery of plants. Paint cuts over 3/4 inch in diameter with tree point. 15.-Stoke trees immediately after planting. Install stakes plumb. 16. Do not bring iron sulfate, into contact with concrete surfaces due to potential staining. Contractor is responsible for cleaning or replacing stained surfaces. E. Planting Groundcaver: 1. Ensure that groundcover remains in the flats until transplanting. Flats' soil must contain sufficient moisture so it will not fall apart when lifting plants. F. 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 after planting until entire area is soaked ta 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 hydraseeded areas. 2. Install trees and shrubs (1 gallon) and groundcavers from fiats if they occur in hydroseeded areas. 3. Provide seed mixes as shown on plan. 4. 5. 6. 7. 8. 9. 10. Apply hydro-seed by an approved hydro-mulch company. Apply in a form of slurry consisting of cellulose fiber, seed, chemical additives, commercial fertilizer and water. When hydraulically sprayed on sail, ensure that hydro -mulch farms a blotter like graundcover impreQnated uniformly with seed and fertilizer and allows the absorption of moisture and rainfall ta percolate to the underlying sail. Prepare the slurry at the site by first adding water to the tank when the engine is at half throttle. When water level has reached height of agitator shaft, provide full circulation, then add seed, followed by fertilizer, then mulch. Only add the mulch to the mixture after the 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 sprayir,g1 immediately when tank is full. • · Spray with uniform visible coat by using the green color as a~ guide. Apply the slurry in a sweeping motion, in an arched stream so as to fall like rain allowing the wood fibers to build on each other until a good coat is achieved and the material is spread at the required rates. Remove slurry not used within two hours from the site. Fill out the daily worksheets by the nozzle man, with the following information: Seed type and amount, mulch type and amount, number of loads and amount af water, seeding additive type and amount, area covered and equipment used, capacity and license number. Do not allow any slurry ta be sprayed into any reservoir basin or drainage ditches and channels which may impede the flaw of rain or irrigation water. Clean up any spilled slurry. 11. After application of hydro-mulch, wash excess material from previously planted materials and architectural features. Avoid washing or eroding mulch materials. 12. 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 la~e enough ta prevent stoppage and shall be equipped with a set of h raulic spray nozzles which will f rovide a continuous non-fluctuating disc arge. Capacity requirement is ,500 gallons, mounted an a traveling unit, either self-propelled or drawing by a separate unit which will place slurry tank and nozzles within sufficient proximity of areas ta be seeded. Hydraulic equipment used far pesticide applications shall consist of a clean 150 gallon capacity fiberglass tank, complete with mechanical agitation. Pump volume shall be 10 gallons per minute, while operating at a pressure of 100 pounds per square inch. Distribution lines shall be large enough to carry the volume of water necessary for even chemical distribution. Spray nozzle must cover a 15-foot swath, with a minimum output of 5 gallons per minute at 80 pounds per square inch. G. Sod Planting: 1. Remove rocks, weeds and debris from areas to be sodded. Work up soil to a depth of 6 inches, and break up all clads. 2. Carefully smooth all surfaces to be sodded. Roll area ta expose soil depressions or surface irregularities. Re-grade as required. 3. Spread turf fertilizer 16-20-0 onto sail evenly at rate of one pound per 100 square feet of lawn area. Rake in lightly. Be sure soil is level and smooth before laying sod. Avoid laying sod on bone dry soil. 4. Lay first strip of sod slabs along a straight line use a string in irregular areas. Butt joints tightly, do not overlap edges. On second strip, stagger joints much as in laying masonry. Use a sharp knife to cut sod to fit curves, edges, sprinkler heads. 5. Do not lay whole lawn before watering. When a conveniently large area has been sodded, water lightly preventing drying. Continue to lay sod, and to water until installation is complete. 6. After laying sod, roll lightly ta eliminate irregularities and to form goad contact between sad and sail. Avoid heavy roller or excessive initial watering which may cause roller marks. 7. Water thoroughly the completed lawn surface. Soil should be moistened at least 8 inches deep. Repeat sprinkling at regular intervals ta keep sad moist at all times until rooted. After sod is established, decrease frequency and increase amount of water per application as necessary. 8. Replace all dead or dying sod with equal material. I. 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 are complete, remove all trash, excess soil, empty plant containers, and rubbish from the property. Repair scars, ruts and other marks in the ground and leave ground in a neat and orderly condition. 8. Leave the site in a broom-clean condition, and wash down all paved areas within the project site. Leave walks in a clean and safe condition. 3.D5 OBSERVATION SCHEDULE A. Notify Owner in advance far the following inspections, according to the time specified: 1. Pre-Job conference -7 days. 2. Final grade review -48 hours. 3. Plant material review -48 hours. 4. Plant layout review -48 hours. 5. Soil preparation and planting operations 4B hours. 6. Pre-maintenance -7 days. 7. Final inspection -7 days. 8. 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 D2955 PALM TREE PLANTING AND MAINTENANCE Part 1 -GENERAL 1.01 WORK INCLUDED 1.02 1.03 A. Palm trees. 8. Pruning. C. Removals, backfill. D. Maintenance. RELATED WORK A. Section 02811 -Landscape Irrigation 8. Section 02970 Landscape Planting C. Section 02950 Landscape Planting QUALITY ASSURANCE A. Source Quality Control: 1. Submit documentation to landscape architect at least 60 days prior to planting that all plant materials are available. Contractor is responsible far all palm tree materials listed on plant list. Substitutions due to unavailabilitr must be requested in writing prior to confirmation of ordering. Al materials are subject to inspection by Landscape Architect at any time after confirmation of ordering. 2. Plants are subject to observation and approval of Landscape Architect at place of growth. 1.04 GUARANTEE A. 8. C. D. Newtl( planted palm trees shall be guaranteed against any and all poor, inadequate, or inferior plant materials and workmanship far twa years following planting and acceptance by Owner. Contractor is to review, the on-going maintenance during this two-year period including watering and de-watering and is to notify owner and landscape architect in writing of any problems. During the guarantee period, any material found dead or not in a satisfactory growth condition shall be removed from the site. These trees and disturbed improvements shall be replaced at no added expense ta the Owner, with the same variety and size as originally designated. Palms and all disturbed areas shall be guaranteed for two years from time of planting and re-planting ta the satisfaction of the Owner. Contractor is ta notify landscape architect and owner in writing when the two-year guarantee period is completed. 1.05 OBSERVATIONS AND PERMITS A. Observation 1. Notify Owner's representative minimum of 72 hours in advance of observations to schedule required inspections. 2. All palms are ta be inspected by a palm expert for disease prior to their preparation for removal from growing site. Contact, schedule and pay for this inspection at no extra cast ta the Owner. The inspection will take place from ground level with field glasses. If disease is suspected provide a man lift for closer inspection at na extra cost ta the Owner. 3. The palm expert shall be approved in advance by Owner's authorized representative. 4. All palms will be observed by the Landscape Architect for height, girth, and overall form in meeting design intent. Said observation and approval does not constitute a review of the palm's health, vigor, and required health-free state, far which the Contractor is solely responsible. 5. The Landscape 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 ta specification prior to review by the Landscape Architect. Should tree not meet specification at the time of review in person by the Landscape Architect, the Contractor may be required ta reimburse the Owner at the Consultant's current billing rate. 6. Observations are as fallows: Observation Palm Tree Expert Owner's Representative Observation of trees at source X Observation of planting locations on site prior ta digging pits Observations of palm on site prier ta planting for verification of conformance to plans and specifications X Observation of condition of equipment and typical planting operations t1st planted palm) Pre-maintenance observation Observation at end of maintenance period B. Permits X X X X 1. Provide all necessary permits at no additional costs ta Owner. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PlANNINQ DEPARTMENT R I D G I lANDSCAPE IRCHITECTS 1716 Ord Way Oceanside, CA 92056 lal 760 295 7227 Fu 160 295 2206 www.1idgela.com DATE L.A. ______ EXP. REVIEWED BY: INSPECTOR DATE DATE BY DESCRIPTION REVISIONS APP'D L6.NDSCAPE SPECIFICATIONS TRI CITY WELLNESS CENTER ECR CORPORA TE CENTER PLANNING OWN BY RS CHKD 9y_R_S __ FIELD BY PROJECT NO. SDP 05-18 I?.• l"l-0 "7 DATE DRAWING NO. 451-9L L7.4 1.06 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS A. Exercise extreme care in excavating planting or working near existing utilities or irrigation systems. B. Be responsible for damages to utilities which are caused by work operations or neglect. C. Check utility drawings and as-built plans for utility and irrigation locations. D. Replace all plant materials disturbed by excavation or plantin9. Plant-pit area where palm tree will be replaced will not require replanting. After tree is in place, blend plantfng of groundcover or turf with existing. 1.07 JOB CONDITIONS A. Perform actual planting only when weather and soil conditions are suitable in accordance with locally accepted practice. B. Do not plant palm between October 31 and April 1, unless the approved palm expert provides written recommendation to do so, and unless this recommendation is approved in advance by the Owner. 1.08 SAMPLES AND TESTS A. Landscape Architect reserves the right to take and analyze samples of materials for conformity to specifications at any reasonable time. 8. Provide samples upon request by Landscape Architect. C. Rejected materials shall be immediately removed from the site at Contractor's expense. D. Cost of testing of materials not meeting specifications shall be paid by Contractor. Part 2 -PRODUCTS 2.01 PALM TREE DESIGN STANDARDS A. All palm trees are to be of uniform quality and appearance, matching representative sample approved by Landscape Architect. 8. Trunk condition shall be free of any scarring or blemishes. Contractor to clean trunk and form pineapple per specifications. C. Brown trunk height shall be per drawings. D. Trunk diameter per heights stipulated in the drawings shall not vary more than 25 percent. 2.02 PALM BACKFILL SOIL Backfill mix shall consist of washed concrete sand, and silt plus clay content of this soil shall not exceed 20% by weight with a minimum 95% passing the 2.0 millimeter sieve. The sodium absorption ratio (SAR) shall not exceed 6 and the electrical conductivity (ECE) of the saturation extract of this soil shall not exceed 3.0 millimhos per centimeter at 25 centigrade. The Boron content of this sand shall be no greater than 1 pm as measured on the saturation extract. In order to insure conformance, submit samples of the import sand to the sails laboratory for analysis prior to backfilling and submit report to Owner's representative. 2.03 FERTILIZER A. After 14 days, then monthly, spray the frond (foliar drench) with the following mixture. No compound should exceed its recommended rate. The followin~ rotes ore for a 100 gallon tonk mix: 1. Koc1de* 101 w.p. (3/4 lb.) or Monzote** -1 qt. / 100 gallons. 2. W.R. Grace's Minor -Gro (1 /2 cup) 3. Hydrated urea (5 cups or 2-1/2 fbs.) 4. Spreader Sticker -8 oz. "Basic H" 5. 1 lb. Ben late / 100 gallons of water 6. Option: Add a general insecticide to prevent insect larva infestation. (We hove dropped the insecticide in our mix due to the increased environmental and health risks.) All rates are recommendations only. Do not exceed label directions. Be sure to follow all label instructions. 13. Fertilizer will not be used at time of planting. After four weeks, use a light application of "Wood Ace Palm Special" available from W.D. Young (619/347-7906) approximately 6 lbs. Nitrogen per tree, lightly cultivated into the soil. Part 3 -EXECUTION 3.01 PALM TREE SOURCE AND PREPARATION FOR PLANTING A. Obtain source of palms for inspection and approval by Palm Tree Expert and Landscape Architect. B. Submit documentation and permits (if required) thot the source of palm trees is approved. Obtain palms from an approved source and replace or repair damage from palm tree removal. C. Palms collected for planting shall be grown under climatic conditions similar to those in locality of project. D. Palms shall be inspected by the Palm Tree Expert to include health, de-fronding, tying and palm removal. Any palms rendered unsuitable for planting because of this inspection shall not be used. Reinspection of suitable palms will be at the Contractor's expense. E. All palms must be togged, inspected, and approved by the Palm Tree Expert and by the Landscape Architect for planting prior to shipment and installation. F. De-fronding and Tying: 1. In preparing palm trees for relocation, all dead fronds shall be removed and the entire trunk diamond cut clean to the height of green fronds. Care shall be taken to prevent injury to the trunk of the tree. Green fronds below a horizontal position shall be neatly cut off leaving a 4 inch stub. 2. All remaining fronds above horizontal shall be lifted up and tied together around the crown in an upright position. Due caution shall be taken not ta bind or injure the crown. A lightwei~ht rope or cord not less than ¼-inch in diameter shall be used in tying up the fronds; wire will not be permitted. After tying, the tips of the fronds shall be hedged off above the crown approximately 1/3 to ½ of the frond length. De-fronding and tying work shall be completed prior to digging the rootboll. Submit documentation that palms have been reviewed by the Palm Tree Expert and that they are disease free. G. Digging the Rootball: 1. When digging out the rootball, no excavation shall be done closer than 24 inches to the trunk at ground level and the excavation shall extend below the major root system to a minimum depth of 6 feet. The bottom of the rootball shall be cut off square and perpendicular ta the trunk below the major root system. Under no conditions shall the Contractor cut down the size of the rootball in width or depth. 2. The Contractor shall not freefoll, drag, roll, or abuse the tree or put a strain on the crown at any time. A protective device shall be used around the trunk of the tree while lifting and relocating so as not to scar or skin the trunk in any way. This device shall consist of either a rubber or leather sling mode out of timbers sufficiently sized ta withstand cable/choker pressure. At no time will trees be bolled out and laid on the ground with rootball left exposed to direct sunlight and air. The rootboll shall be kept moist and shaded at all times. 3. Palms shall not be stockpiled for replanting. 3.02 PLANTING OF PALMS A. Excavation for planting shall include the stripping and stacking of all acceptable topsoil encountered within the areas to be excavated for the tree holes. B. Excess soil generated from the planting holes and not used as backfill or in establishing the final grades shall be removed from the site. C. Protect all areas from excessive compacting when trucking plants or other material to the planting site. D. Center palm in pit or trench; align with other palms. E. Set palm plumb and hold rigidly in position until sand hos been watered in around roots. The sand needs to be washed into voids around roots ta achieve a good interface. F. All excavated holes shall have vertical sides with roughened surfaces and shall be of a size that is twice the diameter and 24 inch minimum to 4 foot maximum deeper in the ground than the palms originally stood. G. Root-growth stimulant shall be applied when the backfilling is between ~ to 2/3 up the rootboll. Application rate shall be one ounce of "Basic H' and 2 tablespoons of "Stem" in a 5 ~ollon bucket of water. Stimulant shall be poured full strength equally distributed around the rootball, and watered in thoroughly. 3.02 CLEANUP Following planting work, all remaining excavation shall be backfilled and compacted in accordance with the requirements of the Landscape Architect. Burying of debris in holes will not be permitted. All excess soil and debris from the relocotion work shall be disposed of off the site by the Contractor. This site shall be left neat and clean to the satisfaction of the Owner. 3.03 MAINTENANCE A. Be responsible for maintenance and guarantee of all installed new palms and existing palms to the satisfaction of the Owner. 1. Maintenance will include, spraying to control or prevent disease and weekly water management ta include soil probing and maintenance af sump clean-out pipe and palm tree prunin9,. 2. Pruning_ shall be done with reciprocal saws tchain saws will not be allowed). 3. Sow blades will be sterilized between each tree with 50% household bleach and 50% water for five minutes. 4. Pruning will be done to maintain a neat appearance as approved by the Landscape Architect. 5. Proposed pruning schedule is to be submitted to the Landscape Architect for approval. B. The spring after planting, loosen but do not fully remove rope around fronds. Fully remove rope at end of summer, 60 days ofter planting. END OF SECTION SECTION 02970 LANDSCAPE MAINTENANCE Part 1 -GENERAL 1 .01 SECTION INCLUDES A. 90 day maintenance. B. Weeding. C. Fertilization. 1.02 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Section 02811 -Landscape Irrigation. B. Section 02950 C. Section 02520 1.03 QUALITY ASSURANCE Landscape Planting. Portland Cement Concrete Paving. A. Provide services by an experienced landscaping maintenance company. 1 .04 MAINTENANCE PERIOD B. Provide sufficient numbers of workers and adequate equipment to perform work during maintenance period. C. Maintenance period does not start until all elements of construction, planting, and irrigation for the complete project are in accordance with the contract documents for this project. D. E. F. G. Request an inspection ta begin maintenance period ofter all planting and related work has been compreted in accordance with contract documents. Maintenance period commences as described in written notification by the Owner. Prior ta commencement of mointenonce/eriod, ensure that all ground covers and lawn areas have been plante and that all lawn areas show an even, healthy stand of grass seedlings or sod, grass having been mown twice. Any day or days that there is failure to properly maintain plantings, replace suitable plants, perform weed control or maintain hordscape areas will not be credited as part of the 90 days maintenance. The project will not be segmented into maintenance phases. Keep paved areas free of silt, dirt, leaves and other planting area debris. Maintain these areas at least broom clean through the duration of the maintenance period, cleaning no less often than once per week. 1.05 GUARANTEE AND REPLACEMENT A. Guarantee: Guarantee plant material against any and all poor, inadequate or inferior materials and workmanship for one year. Replace plants found to be dead or in poor condition due to faulty materials or workmanship, at no extra cost to Owner. B. Replacement: Replace materials found to be dead, missing or in poor condition during the maintenance period immediately. The Architect is the sole judge of the acceptability of condition. Make replacements of materials within 15 days after condition develops or written notification from Architect has been sent. Architect has the right to make emergency repairs without releasing Contractor's guarantee and warranty to Architect. 1.06 INSPECTIONS A. Request normal progress inspection ot least 72 hours in advance of an anticipated inspection. Inspections are as follows: 1. Immediately prior to commencement of this maintenance work. 2. Completion of first [90] day maintenance period. 3. Final acceptance. 1.07 PROJECT FINAL ACCEPTANCE A. Prior to date of final inspection, acquire approved reproducible prints and finally record from the job record set, all changes made during construction and deliver them to Architect. B. Deliver guarantees to Architect. Port 2 -PRODUCTS 2.01 MATERIALS A. Ensure that all materials conform ta other sections of these specifications for planting and irrigation, and as acceptable to Architect. B. Provide monthly record of all herbicides, insecticides and disease control chemicals used on site. Part 3 -EXECUTION 3.01 MAINTENANCE A. Weed and cultivate all areas at intervals of not more than 10 days. B. Perform watering, mowing, rolling, edging, trimming, fertilization, spraying, pest control, and cleaning as may be required. C. Street gutters and curbs are to be included. D. Maintain adequate protection for people and property, and be financially responsible for damages and injuries. Notify the Architect immediately should damage occur as a result of maintenance operations and provide repair or remuneration. E. Between the 15th and 20th calendar day of the maintenance period, reseed or resod all spots or areas within the lawn where normal turf growth is not evident. 3.02 TREE AND SHRUB CARE A. Watering: Maintain a large enough water basin around plants so that enough water can be applied to establish moisture through the major root zone. When hand watering, use a water wand to break force of water. B. Pruning: 1. Prior to any pruning obtain written approval from the Architect to proceed. 2. Trees: a. Propose tree pruning to the Architect should there be health or structural reasons for doing so, including the need to eliminate diseased or damaged growth, eliminate structurally unsound growth, reduce potential for wind toppling or wind damage, or maintain growth within limited space. b. If requested b,.Y the City provide pruning for aesthetic enhancement according to pruning" by Sunset Books. A. Continuously maintain all site areas involved in this contract during the c. Major pruning of deciduous trees shall be during their dormant progress of work and during the maintenance period until final acceptance of season. the work by City. Improper maintenance or possible poor condition of the 3. Shrubs: project at the termination of the scheduled maintenance period may cause a. The objectives of shrub pruning are the same as for trees. Do not postponement of the final completion date of the Contract at no additional clip shrubs into bolled or boxed forms unless such is required by the cost to Owner. Continue maintenance until acceptable to the Owner. design. b. Make pruning cuts to lateral branches or buds or flush with trunk. Stubbing will not be permitted. C. Staking and guying: Ensure that stakes and guys remain in place through acceptance and monitor to prevent girdling of trunks or branches and ta prevent rubbing that causes bark wounds. All nursery stakes shall be removed. D. Weed control: Keep approved herbicides. roots. Use mulches germination. all areas free of weeds. Use recommended legally Avoid frequent soil cultivation that destroys shallow per specifications to help prevent weed seed E. Insect and disease control: Maintain a reasonable control with approved materials. F. Fertilize as specified by the agronomic soils testing recommendations and as follows for bid purposes: 1. Commencement of maintenance period -6 pounds per 1,000 square feet with top dress fertilizer, 2. At end of first 30 days of maintenance period -6 pounds per 1,000 square feet with top dress fertilizer. 3. At end of maintenance period and at 30 day intervals should maintenance period be extended for any reason -6 pounds per 1,000 square feet with fertilizer mix. 4. Avoid applying fertilizer to the root ball and base of main stem; rather, spread evenly under plant to drip line. Rates will vary from about a cu of nitrate fertilizer (depending upon nitrogen percentage) around a newl_y installed small plant to about 1/2 pound of actual nitrogen per inch of truck diameter measured four feet from the ground for mature trees. G. Replacement of plants: Replace dead, dying and missing plants with plants of a size, condition and variety acceptable to the Architect at no additional cost to the Owner. 3.03 GROUND COVER CARE A. Weed control: Control weeds, preferably with pre-emergent herbicides, but also by hand or with selective systemic herbicides. Hoe weeds as little as possible since this may result in plant damage. B. Watering: Water enough that moisture penetrates throughout root zone and only as frequently as is necessary to maintain healthy growth. C. Trash: Remove as it accumulates, but no less often than weekly. D. Edging and trimming: Edge ground cover to keep in bounds. E. Replace dead and missing plants at no additional cost to the Owner. 3.04 LAWN AND TURF CARE A. Turf must be well-established prior to final acceptance. B. Watering: Water lawns at such frequency as weather conditions required to repleni~h soil moisture below root zone. C. Weed control: If needed, control broad leaf weeds with selectlve herbicides. D. Mowing: 1. Perform mowing at such times of the day or week as may be requested by the Owner so as not to impede the Owner's operations. Mowing times may be at times other than normal workin~ hours or days. Perform work at Owner's convenience at no additional cost to the Owner 2. Clean up grass clippings during and ofter mowing, and remove legally from site. Use of blowing-type equipment in lieu of sweeping or vacuuming is not acceptable. E. Renovating: 1. If required, remove thatch by verticutting, preferably in the Fall of the year, but otherwise in the Sprin~. At this time, fertilize with nitrate and over-seed if needed. Over-seeding must precede pre-emergept herbicides by at least 4 to 6 weeks. Normally, this means mat lawns which have been invaded by crabgrass would be renovated and over-seeded in the Fall and treated for crabgrass control in the following late Winter. 2. Clean up grass clippings during and after mowing, and remove legally from site. Use of blowing-type equipment in lieu of sweeping or vacuuming is not acceptable. 3.05 IRRIGATION SYSTEM A. Inspection: Check all S.Y5tems for proper operation. Lateral lines must be flushed out after removing the last sprinkler head or two at each end of th lateral. Adjust heads as necessary for unimpeded coverage and no oversproy. 3.05 IRRIGATION SYSTEM A. Inspection: Check all S.)lstems for proper operation. Lateral lines must be flushed out ofter removing the lost sprinkler head or two at each end of th lateral. Adjust heads as necessary for unimpeded coverage and no overspray. B. Controllers: Set and program automatic controllers for seasonal water requirements. Give Owner a key ta controllers and instruction on how to turn off system in case of emergency os specified in other sections of thes specifications. C. Repair all damages to irrigation system at no additional cost to the Owner. Make all repairs within one watering period. END OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. r---------,---------------i-------------,---------------~~"""':':"'!"'!!!!!!'!"'!!!!!!'!"'!!!!!!'!"'!!!!!!'!"'!!!!!!'!"'!!!!!!'!"'!!!!!!'!"'!!!!!!'!"'!!!!!!1!:':!'!"!'!"'!!!!!!'!!"'l"I I 8H2E1ET II CITY OF CARLSBAD IIIUiE2E118 I I I D G E IAND!CAfE AICHIIICTS lll6D1dWay Outafislde, CA 920~6 Tel 76D 2951227 fax 16029!220i www.rid~elc.mm L.A. REVIEWED BY: INSPECTOR "AS-BUILT" DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. . Pl.ANNINO! DEPARTMENT . EXP. ______ f---+--+-----------------f----i :==:=;:=:=::,=.::===================:::; APPROV_ry( LANDSCAPE SPECIFICATIONS TRI CITY WELLNESS CENTER ECR CORPORA TE CENTER DATE BY DESCRIPTION PIPP'D DATE REVISIONS /1...:.(,:'., -q:. ~k,'tr PLANNING OWN BY RS CHKD BY RS FIEU) BY PROJECT NO. SOP 05-18 /-Z.·11•o1 DATE DRAWINCJ NO. 451-9L L7.5 -J:::: ~ ..