Loading...
HomeMy WebLinkAboutDWG 468-5L; SDP 09-05; PALOMAR COMMONS LOWES; 01-19LANDSCAPE CONSTRUCTION PLANS FOR PALOMAR COMMONS: LOWE'S REVIEWED INSPECTION PROCEDURES : Inspection of the project shall be performed by the Landscape Architect of the Work, or his designated agent. Refer to the specifications for the schedule of required inspections and required submittals. Following completion of the work, the Landscape Architect of the Work will certify that the installation has been completed by submitting the "Final Landscape Certification Form". A request for a final landscape inspection by the City must also be made by calling the Inspection Request Line. "Final Landscape Certification Form" Fax 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 website: LOCATION MAP ~ NORTH NO SCALE For Recycled: http://www.carlsbadca.gov/services/departments/water/Documents/recycledwaterbackflowtesterlist.pdf For Potable (or call 438-2722): http://www.carsbadca.gov/services/departments/water/Documents/waterbackflowtesterlist.pdf VICINITY MAP GOVERNING AGENCIES & UTILITY CONTACTS: UNDERGROUND SERVICE ALERT UNDERGROUND SERVICE ALERT 800.227.2600 GAS & ELECTRIC SAN DIEGO GAS & ELECTRIC 4120 OCEANSIDE BLVD. #215 OCENSIDE, CA 92054 EMERGENCY: 800.411.7343 NEW SERVICE: 877.789.9866 CABLEVISION ADELPHIA CABLE 5720 EL CAMINO REAL CARLSBAD, CA 92008 760.931.7000 CARLSBAD UNIFIED SCHOOL DISTRICT ADMINISTRATION 6225 EL CAMINO REAL CARLSBAD, CA 760.331.5000 WATER CARLSBAD MUNICIPAL WATER DIST. 5950 EL CAMINO REAL CARLSBAD, CA 92008 760.438.2722 SEWER CITY OF CARLSBAD 5950 EL CAMINO REAL CARLSBAD, CA 92008 760.602.2730 STORM WATER CITY OF CARLSBAD STORM WATER HOTLINE 760.602.2799 PARKS & RECREATION ADMINISTRATION 1200 CARLSBAD VILLAGE DR. CARLSBAD, CA 92008 760.434.2826 TELEPHONE SBC NEW PHONE: 800.310.2355 ENGINEERING CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 760.602.2720 BUILDING CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 760.602.2700 INSPECTION 760.602.2725 FIRE ADMINISTRATION 2560 ORION WAY CARLSBAD, CA 92008 760.931.2141 POLICE ADMINISTRATION 2560 ORION WAY CARLSBAD, CA 92008 760.931.2131 ENGINEERING PLANCHECKER DATE APRIL 2012 EL CAMINO REAL L FUERTE ST. GA7£WAY RD. GATEWAY RD. SITE MAP DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS 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 THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEATH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES 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. SCHMIDT DESIGN GROUP, INC. 2655 FOURTH AVENUE SAN DIEGO, CA 92103 PHONE NO. (619) 236-1462 FAX NO. (619) 236-8792 EMAIL: gschm'dt@schmidtdesign.com TURE EN SCHMIDT (619) 236-1462 REGISTRATION NO. 2138, EXPIRATION DATE: 10/31/2013 SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 2-36-8792. www.schmidtdesign.com Uc. CA 2138, NV 219, AZ 34139 SDG PROJECT NO: 09-502 PLTDATE: APRIL2012 SHEET INDEX APPLICANT Sudberry, Inc. Contact: Mark Radlow PROJECT ADDRESS : EL CAMINO REAL & PALOMAR AIRPORT ROAD Carlsbad, California # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 PROJECT DIRECTORY : LANDSCAPE ARCHITECT: SCHMIDT DESIGN GROUP 2655 FOURTH AVENUE SAN DIEGO, CALIFORNIA 92103 PHONE: 619.236.1462 FAX: 619.236.8792 TITLE TITLE SHEET RECYCLED IRRIGATION TITLE SHEET AND NOTES IRRIGATION LEGEND & NOTES IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION DETAILS IRRIGATION SPECIFICATIONS PLANTING LEGEND PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN & NOTES PLANTING DETAILS PLANTING SPECIFICATIONS SHEET T-1.0 R-1.0 L-1.0 L-1.1 L-1.2 L-1.3 L-1.4 L-1.5 L-1.6 L-1.7 L-1.8 L-2.0 L-2.1 L-2.0 L-2.3 L-2.4 L-2.5 L-2.6 L-2.7 "',, SHEET KEY MAP (NIB) ~~V' \ ~~ l 1.4, -I . · · ~-: l_,_-i"" l II APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" TITLE ______ _ REVIEWED BY: INSPECTOR DATE T-1.0 DATE I 1HEET I CITY OF CARLSBAD ~ 9 PLANNING DEPARTMENT ·------_. ____ PALOMAR COMMONS-LOWE'S TITLE SHEET ~----·-·-----------~ APPROVED M ~ l-i=-~11,;,,-tt i. (',.. ~'Z. PLANNING DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OWN BY: PROJECT NO. DRAWING NO. DATE INlTIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWDBY: SOP 09-05 468-5L GENERAL NOTES FOR RECYCLED WATER RECYCLED WATER 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 MISTING. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF 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 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. TO 6:00 A.M. 9. BURIAL OF ALL WIRING ANO PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES ANO REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WIND BLOWN 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 RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-COOED PURPLE PER AWWA GUIDELINES ANO SECTION 116815 OF THE CALIFORNIA HEAL TH ANO SAFETY CODE. 14. ALL IRRIGATION PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) ANO LAID WITH WARNING TAPE ANO STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES ANO REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER ANO SEWER LINES SHOULD BE PLACED A MINIMUM OF TEN FEET APART OR AS DIRECTED BY JHE PROJECT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16, WHERE RECYCLED ANO POTABLE WATER PRESSURE MAIN LINE PIPING CROSS, THE RECYCLED WATER PIPING SHALL BE INSTALLED BELOW THE POTABLE WATER PIPING IN A CLASS 200 'ALERTLINE' PURPLE COLORED PVC SLEEVE WHICH EXTENDS A MIN. OF 10 FEET ON EITHER SIDE OF THE POTABLE WATER PIPING ANO PROVIDE A MINIMUM VERTICAL CLEARANCE OF 12 INCHES. 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 ANO 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. RECYCLED WATER SYSTEM (PRIVATE) PALOMAR COMMONS; LOWE'S PALOMAR AIRPORT ROAD & EL CAMINO REAL SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-112" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. GUIDELINES FOR RECYCLED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. ANO 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 LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TOBECOMPATIBLEWITHTHELOWESTSOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION), 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS ANO LOTS, ANO STREETS AND SIDEWALKS. 4. MONITOR ANO MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT ANO MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE ANO ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR IRRIGATION PURPOSES ONLY ANO IS NOT APPROVED FOR DRINKING OR FOR HANO ANO TOOL WASHING, ETC. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, ANO APPROVED BY, THE DISTRICT ENGINEERING OFFICE ANO DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. 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 'AVISO -AGUA IMPURA- NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT ANO BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL A. 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. LEGEND POINT OF CONNECT/ON METER Jc BACKFLOW PREVENTION POINT OF CONNECTION RECYCLED WATER METER FIRE HYDRANT RECYCLED WATER 'DO NOT DRINK' SIGN CITY RECLAIMED WATER MAINLINE PROJECT RECLAIMED WATER MAINLINE-RW--•--•-RW-- POTABLE WATER LINE ------ FIR£ SERVICE --FS· ---FS-- ■■•••••■-PROJECT LIMIT OF WORK ~ OFF-SITE (ADJACENT PROPERTY} SCOPE ~ INCLUDED UNDER DWG. 468-5M NOT IN CONIRACT / SEPARATE CONIRACTS DWG 4<!8-5N (BANK) Jc 468-5F (GAS CONV. STORE) r7 SE£ PROJECT: PALOMAR LLci COMMONS-CENTER; DWG 4<!8-5M PROJECT LIMIT OF WORK PROJECT --+-~ PROPE~TY SHEET TITLE TITLE SHEET RECYCLED MAINLINE FOR LOWE'S (DWG 468-5L) RECYCLED MAINLINE FOR CENTER (DWG 468-5M) '. IRRIG. LEGEND & NOTES /RR/GA TION PLANS /RR/GA TION DETAILS SHEET NUMBER R-1.0 L-1.0 1.2-1.5 2.1 Ii' 'i I () 0 N N CV) 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. EACH AUTO MA TIC CONTROLLER ANO ITS ASSOCIA TEO EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH ANO 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. LIMIT OF WORK LINE PALOMAR COMMON-LOWE'S NOT TO SCALE 20. THE DESIGN ANO LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN 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 SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOWICROSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL 81!! PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT: JUSTIN MEEKER AT: 619-281-7 OR AFTER HOURS CONTACT: __ ~I~11s~r~IN=M=E~E=KE~R~----AT: 619-281-fjAA7 22. ALL PUBLIC ANO PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS ANO WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING AREAS ON THE SITE. 24. 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. 25. ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER ANO RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEOULE K HARD COPPER". /PURPLE BACKROUND DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD ANO THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEATH IS CONFINED TO A REVIEW ONLY ANO DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, ANO ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. SCHMIOT DESIGN GROUP, INC. 2655 FOURTH AVENUE SAN DIEGO, CA 92103 PHONE NO. (619) 236-1462 FAX NO. (619) 236-8792 EMAIL: gschmidt@schmidtdesign.com (619)236-1462 ~012 E REGISTRATION NO. 2138, EXPIRATION DATE: 10/31/2013 811, I I CIVIL DISCLAIMER r BLACK LOGO / 36" / 1" BLACK LETTERS In Order to Conserve Water ... . /I SCHMIDT DESIGN GROUP INC. IS NOT RESPONSIBLE FOR INFORMATION PROVIDED BY THE CIVIL ENGINEER INCLUDED IN THESE IRRIGATION PLANS. CONTRACTOR MUST FIELD VERIFY ACTUAL LOCATIONS OF ALL SCREENED FACILITIES SHOWN ON THESE PLANS. 12" X 36"' SIZE (N.T.S.) WARNING RECYCLED WATER DO NOT DRINK SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR 1" BLACK LETTERS 2" BLACK LETTERS RECYCLED WATER INUSE DO NOT DRINK NO TOME EL AGUA WASH HANDS AFTER CONTACTING LA \/ESE SUS MANOS DESPUES DE USAR 18" X 18" SIZE Know what's below. Call before you dig. AT LEAST TWO DAYS BEFORE YOU DIG CARLSBAD MUNICIPAL WATER DISTRICT INSPECTION PROCEDURES: 1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A. REQUIRED SEPARATION BETWEEN POTABLE ANO RECYCLED WATER LINES (HORIZONTALLY ANO VERTICALLY). B. PIPE IDENTIFICATION. C. SLEEVINGATCROSSINGS. 0. APPROPRIATE MATERIALS ANO MARKINGS, INCLUDING PROPER QUICK COUPLERS. AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY ANO THE DISTRICT, ANO BE FORWARDED TO THE COUNTY HEAL TH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. SIGNAGE INSTALLED PER PLAN. B. CONTROLLER STICKERS. C. TAGGING OF VALVES. D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREAS NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, ANO PONDING. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST IF REQUIRED. I. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER. 3. ANNUAL INSPECTION SHALL INCLUDE: A. A COMPLETE INSPECTION THAT WILL COVER ITEMS "A" THROUGH "I" OF THE DISTRICT FINAL INSPECTION. B. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 2.36-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 CITY Of OCEANSIDE HIGHWAY 78 SITE--_,, PACIFIC OCEAN "197 0-, i ~~ CITY or ENCINITAS VICINITY MAP NOT TO SCALE CITY Of SAN MARCOS R-1.0 APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION A &i r lk.o L• •,,__, GLENN L KS ENVIRONMENTAL HEALTH SPECIALIST "AS BUil T" TITLE REVIEWED BY: INSPECTOR DATE DATE DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 2 CITY OF CARLSBAD 19 PLANNING DEPARTMENT SHEETS SDG PROJECT NO: 09-502 PLT DATE: FEBRUI\RY 2012 1-------4---+------------------i----+--+-----4---1 PRIVATE (ON SITE) RECYCLED 1------1--+------------------t----+--+-----1---1 WATER SYSTEM FOR: DEVELOPERS NAME: ADDRESS: ------------- PALOMAR COMMONS LOWE'S .032 P,-LUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS .~r:~ WILLIAM E. PLUMMER 7 /, f TELEPHONE: _______ 1----+---+f---------------------+----+---+---+----1PLANNING Q..qtJ fk-t--------------------1---=-+-~+------------------f----+--+---+---lDRWN BY: KC DAT DATE PLAN PREPARED:___________ DATE INITIAL DATE INITIAL DATE INITIAL EXP.3/31/1J4 BY: ENGINEER OF WORK REVISION DESCRIPTION OTI-JER APPROVAL CITY APPROVAL CHCKD BY: PROJECT NO. DRAWING NO. DEPUTY CITY ENGINEER R.C.E.28176 JJ SDP-0905 468-5L SHEET _OF --5HEETS I IRRIGATION SCHEDULE IRRIGATION NOTES SYMBOL MANUFACTURER/MODEL QTY ARC PSI GPM RADIUS DETAIL 1. THE IRRIGATION SYSTEM DESIGN IDENTIFIES THE USE OF RECYCLED WATER. VALVE 2. THE IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY FOR CLARITY. LOCATE ALL PIPING, SCH. RUN TIME (8 HR.) 0 HUNTER INST--06-CV-R SHORT RADIUS NOZZLES 35 180 25 0.14 2' 7/L-1.6 VALVES, BACKFLOW PREVENTERS, AND OTHER IRRIGATION EQUIPMENT WITHIN PLANTING WATER$CJECW.f'OR M.Y (typit,tl =rst cast nantlme month} AREAS UNLESS NOTED OR DIRECTED OTHERWISE. NUMBER MODEL SIZE TYPE PSI PSl@POC GPM PRECIP 0 HUNTER INST--06-CV-R SHORT RADIUS NOZZLES 2 90 25 0.10 2' 3. EXISTING UTILITIES AND FIELD CONDITIONS: PRIOR TO EXCAVATION, LOCATE ALL CABLES, 1 HUNTER ICV-R 1· SHRUB SPRAY 35.95 50.94 9.87 0.81 inlh Sctled .. _le, based on tt_ie fafll)WS)g .d~ign p.ra[ldorJ CONDUITS, AND UNDERGROUND UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR AN 2 HUNTER ICV-R 1" SHRUB SPRAY 36.36 51.77 14.12 1.02 in/h rpoint or connection: ;tt,SJ GPM @5.f rp1 ''Capacity" © HUNTER INST--06-CV-R SHORT RADIUS NOZZLES 11 180 25 0.43 4' UNDERGROUND UTILITY SERVICE TO LOCATE ANO MARK UTILITIES. CONTRACTOR WILL TAKE 3 HUNTER ICV-R 1" BUBBLER 38.82 54.20 14.00 15.32 inlh © HUNTER INST--06-CV-R SHORT RADIUS NOZZLES 2 90 25 0.22 4' PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH UNDERGROUND IMPROVEMENTS. 4 HUNTER ICV-R 1" SHRUB SPRAY 36.73 52.09 20.32 1.75 inlh ,o~ r = (~ _X a' X PFJ fJPR )[_ l';Aj_ X 11, ~•: NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY IF A CONFLICT EXISTS BETWEEN © HUNTER INST-06-CV-R 5· STRIP SPRAY 1 CST 25 1.20 5'x30' SUCH OBSTACLES AND THE PROPOSED WORK. PROCEED IN SAME MANNER IF ROCK LAYERS OR 5 HUNTER ICV-R 1" SHRUB SPRAY 37.31 50.93 8.78 1.60 inlh T ;: 11\RIQ,('1'0.~ Tl,!~I;! (In ffl~) _ET: ~itaj)~~-&plr~.()11 "R_;at, ~-110 [_~--~In July(Jv. by_~1 d~- ANY OTHER CONDITIONS ENCOUNTERED UNDERGROUND MAKE CHANGES ADVISABLE. 6 HUNTER ICV-R 1" BUBBLER 33.52 46.93 7.00 15.32 inlh PF • ¢1\QP COEaFflCIEIIT lt,S f<lRTRE~$ and ;Hl!VB$ ond US'°' 'nJRFI ® HUNTER INST--06-CV-R 5' STRIP SPRAY 1 EST 25 0.60 5' 4. ALL PIPING AND WIRING UNDER ROADWAYS AND PAVING AND THROUGH WALLS SHALL BE 7 HUNTER ICV-R 1" BUBBLER 38.61 50.15 16.00 15.33 in/h PR=PBiCPITATIONRAl"& {1.15 ror PliRC11ilON $PRAY11,0i FOR li'IJBBLERS. l.40F()RRQTARY ANU 1,21 FOR ROTORSt U:;; AP.PLIC~TlON EfFIC.11:NCY (0.65 ~ _0 .• 5) ~ HUNTER INST-06-CV-R 5' STRIP SPRAY 1 LCS 25 0.60 5'x15' SLEEVED. 8 HUNTER ICV-R 1-112" SHRUB SPRAY 37.29 52.26 28.45 1.43 inlh 5. USE TWO WRAPS OF THREE-QUARTER INCH (3/4") TEFLON TAPE FOR ALL THREADED VALVE lof;f n~nt.ei "rl hcilri ii val pm-Cil)' m Siin Diego water lMndow'sfandlll'ds = I a11--1o .. s 9 HUNTER ICV-R 1" SHRUB SPRAY 39.18 49.27 20.82 1.25 inlh ,:'ot.f ho_urS pw _cray_l)JI" c!Dfl(roller, runnin,. 2 valWli ..,.. Curl• @mu. 35. O:P~ = I 2.100-10w, Ci) HUNTER INST-06-CV-R 5· RADIUS 6 360 25 0.42 4' CONNECTIONS. 6. AUTOMATIC IRRIGATION CONTROLLER IS TO BE SUPPLIED AND INSTALLED BY THE 10 HUNTER ICV-R 1" BUBBLER 36.75 45.58 15.00 15.32 in/h HUNTER INST--06-CV-R 5· RADIUS 1,432 180 25 0.21 4' minutes~ w.JIEJ dil)'I flfilntes per @ CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION OF FIELD WIRES 11 HUNTER ICV-R 1" BUBBLER 39.21 47.93 23.00 15.32 in/h hDl,I' ... PF .. EA Wll_ter d;ayl pe, v,e.ek runcl.iy HUNTER INST--06-CV-R 5· RADIUS 285 90 25 0.11 4' TO APPROPRIATE TERMINAL STRIPS. 12 HUNTER ICV-R 1" SHRUB SPRAY 40.11 50.06 27.05 1.31 inlh SI-IRµBSPRA"f $) • 61., it.t'80i , .. 1,15 •. , ' ' it 7. ADJUST ALL SPRINKLERS TO AVOID OVERSPRAY ONTO WALLS, WALKS, STREETS, UTILITY 13 HUNTER ICV-R 1" SHRUB SPRAY 38.09 45.25 17.58 1.35 in/h r""" SUBBL"" © HUNTER INST--06-CV-R 8" RADIUS 5 360 25 0.76 8' BOXES, BUILDINGS AND OTHER IMPROVEMENTS. 14 HUNTER ICV-R 1" BUBBLER 37.15 43.49 12.00 15.33 in/h • fil.lfi itt1t11 1.4 1.9' 0.!1 1 $ ' HUNTER INST--06-CV-R 8' RADIUS 105 180 25 0.38 8' 8. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA 15 HUNTER ICV-R 1" SHRUB SPRAY 34.60 41.07 14.20 1.05 inlh S11rmi¥Yof.Con1Joller R.uoTJmes-@ TO BE IRRIGATED UNLESS OTHERWISE DESIGNED ON THE PLANS. 16 HUNTER ICV-R 1" SHRUB SPRAY 32.74 39.29 4.05 1.24 inlh <&) HUNTER INST--06-CV-R 8' RADIUS 36 90 25 0.19 8' 9. CONTRACTOR SHALL INSTALL IN-LINE ANTI-DRAIN VALVES AS WARRANTED BY SITE J.ruff,ozone CcnJrohJ I Pea~ ·s1rt9!11:_ vWV9 17 HUNTER ICV-R 1· BUBBLER 33.40 39.95 4.00 15.32 inlh lrrltiat!Ol1 hea POC GPM llef r.wr, CONDITIONS TO ALLEVIATE LOW HEAD DRAINAGE. ,. s ,. ... @ HUNTER INST--06-CV-R 10' RADIUS 3 360 25 1.32 10' 10. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON 18 HUNTER ICV-R 1" BUBBLER 34.72 44.10 6.00 15.32 inlh B TREE i!UlllLEI\ A l,a,. THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES 19 HUNTER ICV-R 1" SHRUB SPRAY 33.21 46.68 27.07 1.40 in/h ~ HUNTER INST--06-CV-R 10' RADIUS 67 180 25 0.66 10' I nrwoz.one ng .. uon , _,.11e· GP,, '---· PK •• nun IIIM' OR DIFFERENCES IN THE AREA DIMENSIONS EXIST. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE 20 HUNTER ICV-R 1" SHRUB SPRAY 36.36 53.16 13.40 1.86 inlh © HUNTER INST-06-CV-R 10' RADIUS 6 90 25 0.33 10' BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. IN THE EVENT THIS 21 HUNTER ICV-R 1" SHRUB SPRAY 37.95 56.57 21.07 0.91 in/h A si ro_e Sf>l'tA.V_ 9., .. ' ps .. NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY A' . i.Mffl.lB SPRAY 14.11 2 1.Hs· , .. ,. 22 HUNTER ICV-R 1" SHRUB SPRAY 37.46 55.79 20.09 0.88 in/h B T~!: el,flal,ESR l· f,9~ , .. 7 © HUNTER INST-06-CV-R 12' RADIUS 1 360 25 2.20 12' REVISIONS NECESSARY. A $I-RIB SPRAY 20.32 • f.1_5 •• 1S 11. THE CONTRACTOR SHALL KEEP AN UP-TO-DATE COMPLETE "AS-BUILT" RECORD SET OF A sHRJe liPMY lt711 ' 1.,. 0A ,. e HUNTER INST--06-CV-R 12' RADIUS 20 180 25 1.10 12' a TREE BlA:1µ1 7 .a 1.93 , .. 1 PRINTS WHICH SHALL BE UPDATED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL B TREEa.wt.ER" ,. 7. 1.9J-u ' ® HUNTER INST-06-CV-R 12' RADIUS 8 90 25 0.55 12' DESIGN. FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED ANO APPROVED BY CRITICAL ANALYSIS ,. slftJ8 fPMY 28.4ti • 05 , .. It A Slffi$::PMY 20.8.f 9 1.15; ... ., THE CITY AND FULL MYLARS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE 2011-12-12 09:40 ;, TREE_!l\.<llll.E;l{ ,. 1(f ua: ... 1 @ HUNTER INST--06-CV-R 15' RADIUS 9 180 25 1.72 15' CITY PRIOR TO SECURITIES RELEASE Generated: B J"RE~ ~t..l;fl• 23 11 f,9l Jl.4: 1 12. ALL CONTROL VALVES SHALL BE MANIFOLDED AND GROUPED IN ONE AREA SHOWN ON " ~l;R.JBSPRAY 27.05-12 f.15: u .. ® HUNTER INST-06-CV-R ADJUSTABLE ARC 52 ADJ 25 8' P.O.C. NUMBER:01 A SlflU6 :sPMY 11.58 .. t.1$ , .. ,. PLAN. VALVES SHALL BE SET AT RIGHT ANGLES TO EDGES. INSTALL VALVES BOXES 6" FROM Water Source Information: MINUS 3 PSI FROM 170 FOR MASTER RW METER El JREE Wl!JLER 4.05 l4 1.~3 , .. ,. @ HUNTER INST-06-CV-R ADJUSTABLE ARC 19 ADJ 25 10' EDGES OF HARDSCAPE AREAS. A Sffl.JS<PMY • 15 I.II , .. ,, FLOW AVAILABLE A sHRIJa· SPRAY S.06 IS 1.1$· o., tJ 13. CONTRACTOR SHALL REMOVE AND DISCARD DAILY, ALL (REMOVED) PIPING DURING B TREE: ~l,.EH 11 . .M 11 l_a!;I~ , .. t ® HUNTER INST--06-CV-R ADJUSTABLE ARC 5 ADJ 25 12' TRENCHING OPERATION, Water Meter Size: 1" B. lflEl;~LE;R • 1.e 1.93 u 1 Flow Available: 37.50 gpm A SHFf.JS 'PRAY 27.07 19_. 1.15. , .. t> @) HUNTER INST--06-CV-R ADJUSTABLE ARC 5 ADJ 25 15' 14. CONTRACTOR SHALL REVIEW IRRIGATION SPECIFICATIONS PRIOR TO BEGINNING WORK. A Sl-fll.Ja SPRAY tl.-' ,. no 0,4 ., REFER TO TECHNICAL SPECIFICATIONS AND CONSTRUCTION DETAILS FOR INSTALLATION PRESSURE AVAILABLE A· Sl-fl.lB_ SPMY lt.07· 21 1.1$ u 1) HUNTER MP1000 PROS-12-CV-R PROCEDURES. Static Pressure at POC: 150.00 psi A SI-RJB SF'RAV ,009 22 us •• ., © 1 ADJ 40 13' • Opeb o: " 0.0~ u 1 15. CONTRACTOR SHALL HEAT BRAND ALL PLASTIC VALVES BOXES WITH THE FOLLOWING Elevation Change: 0.00 ft • ,,,.,, ~ ,. 0.00 •• ., ® HUNTER MP1000 PROS-12-CV-R 169 ADJ 40 13' LABELS. ALL LETTERS SHALL BE ONE INCH (1") HIGH. LETTERING ON VALVE BOX LIDS SHALL BE PLACED Seivice Line Size: 2" 142 A_verag,_~rall GP Length of Seivice Line: 5.00 ft ,., Averagit #-0pll!rahJt Vat<;es (A\-3~ ~M @ HUNTER MP1000 PROS-12-CV-R 12 360 40 0.75 14' ON THE SAME LOCATION ON EACH VALVE BOX LID, AND ALL LABELING SHALL FACE THE SAME Pressure Available: 150.00 psi DIRECTION. QUICK COUPLER VALVE BOXES SHALL BE LABELED "QVC" BALL VAVE BOXES "BV" TOTAi. MitflJTi:I M PAY= 2~-6. n1nlrtj!S, 16. ALL BOLTS FOR LOCKING VALVE BOX LIDS SHALL BE STAINLESS STEEL. DESIGN ANALYSIS TOTAL HO® PE_ii bAYr~nln9 l valves D_._crf1 @]5GPM :a Ut '"· © HUNTER MP2000 PROS-12-CV-R 2 ADJ 40 19' 17. CONTRACTOR SHALL CONTACT OWNER'S REPRESENTATIVE PRIOR TO ANY Maximum Multi-valve Flow: 35.00gpm © HUNTER MP2000 PROS-12-CV-R 86 ADJ 40 19' TRENCHING OPERATIONS. Flow Available at POC: 37.50ggm 18. PROVIDE CONCRETE THRUST BLOCKS ON ALL MAINLINES 2-½" AND GREATER,PER DETAIL Residual Flow Available: 2.50gpm © HUNTER MP3000 PROS-12-CV-R 7 ADJ 40 30' ANO SPECIFICATIONS. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS Critical Station: 21 e HUNTER PCB 300 360 30 0.25 1' --(2 WORKING DAYS) PRIOR TO THE START OF CONSTRUCTION. ALL WORK PERFORMED WITHOUT Design Pressure: 25.00 psi BENEFIT OF INSPECTION SHALL BE SUBJECT TO REJECTION AND REMOVAL. Loss Elev. high head to valve: 0.00 psi Iii HUNTER RZWS-36-25-CV-R 16 -30 0.25 -2/L-1.6 19. MINIMUM PIPE COVERAGE SHALL BE AS FOLLOWS: Pipe Loss Critical Head: 3.41 psi A. PRESSURE LINES: Loss Fitting Factor: 0.34 psi -LESS THAN 3" IN DIAMETER -18" COVER Loss through Valve: 3.00 psi SYMBOL MANUFACTURER/MODEUDESCRIPTION QTY DETAIL Pressure Req. at Critical Station: 31.74 psi -3" -5 1/2" IN DIAMETER-24" COVER Loss for Fittings: 2.11psi ~ HUNTER ICV-R 26 9/L-1.6 -6" OR GREATER IN DIAMETER -36" COVER Loss for Main Line: 21.11 psi ELECTRIC REMOTE CONTROL VALVE, 220 PSI B. LATERAL LINES: 12" COVER Loss for POC to Valve Elevation: 0.00 psi RA TED PLASTIC GLOBE VALVE, RECLAIMED 20. SLEEVING SHALL BE AS FOLLOWS: Loss for Backflow: 0.00 psi WATER ID HANDLE A. SLEEVES UNDER ROADS: Loss for Master Valve: 1.35 psi Loss for Water Meter: 0.88 psi @ NELSON 7645 3 6/L-1.6 -6" OR LESS IN DIAMETER -36" COVER Critical Station Pressure at POC: 57.19 psi 1" BRASS QUICK COUPLER VALVE WITH ACME -GREATER THAN 6" IN DIAMETER -48" COVER Pressure Available: 150.00 QSi THREADS FOR SLOW FLOW CONTROL, WITH -SCHEDULE 80 PVC Residual Pressure Available: 92.81 psi LOCKING RUBBER COVER AND PURPLE CAP B. SLEEVES UNDER PAVING (NON-ROADS): WITH RECLAIMED WATER WARNING. -LESS THAN 3" IN DIAMETER -18" COVER E9 WILKINS850 12 4/L-1.6 -3" -5 1/2" IN DIAMETER -24" COVER CAST IRON TRUE UNION BALL VALVE WITH -6" OR GREATER IN DIAMETER -36" COVER FULL PORT PROVIDE WITH PURPLE HANDLE -SCHEDULE 40 PVC FOR RECYCLED WATER SYSTEM ZURN INDUSTRIES/ WILKINS DIVISION. VALVE CALLOUT: CONTROLLER ID • SUPERIOR 3000 1-112" 1 / 1/L-1.6 STATION SEQUENCE# M NORMALLY CLOSED, SOLID BRASS A28• 25.2 VALVE FLOW (GPM) CONSTRUCTION, 3-WAY SOLENOID DESIGN. 1". 0.00 PRECIPITATION RATE ,!. PRESSURE REDUCING VALVE 1/L-1.7 VALVE SIZE Pressure limited to 65 PSI WILKENS 500YSBR ~ HYDRAPOINT CONTROLLER & 1 3/L-1.6 HYDRAPOINT RAIN SENSOR; WIRELESS MODEL BOTH CONTROLLER ANO RAIN SENSOR SHUT-OFF DEVICE) THROUGH HYDRAPOINT 4/L-1.7 DATA SYSTEMS PROVIDED BY LOWE'S/OWNER ® FLOW SENSOR 8/L-1.7 BADGER IR-220P L-1.0 --c--COMMUNICATION WIRE 1/L-1.7 11 AS BUIL T 11 FLOW SENSOR AND MASTER CONTROL WIRES IN 1-114" CONDUIT PIPE, TYP. APPROVED FOR PLANTING @ 1" IRRIGATION METER 1/L-1.7 IT§] RECYCLED CROSS CONNECTION TEST STATION 1 AND IRRIGATION ONLY, LINE SIZE WYE STRINER 1 8/L-1.6, 6/L-1.7 INCLUDING PRECISE TITLE DATE © WATTS LOCATION OF PLANTING REV!Ev/ED BY, RECYCLED WATER IRRIGATION PURPLE LATERAL LINE: 19,692 L.F. AREAS. PVC SCHEDULE 40 ANO CLASS 315 PVC SCHEDULE 40 TO 1-112", PVC CLASS 315 INSPECTOR DATE SOR 13.5 FOR PIPES 2" AND LARGER. ONLY I SH3ET I ~ LATERAL TRANSITION PIPE SIZES 1" AND 8IL-1.6, 6/L-1.7 CITY OF CARLSBAD ABOVE ARE INDICATED ON THE PLAN, WITH ALL PLANNING DEPARTMENT OTHERS BEING 314" IN SIZE. 9 ._~ND5CAPe, ----RECYCLED WATER IRRIGATION PURPLE MAINLINE: 1,355 L.F. o,'-'J ~c,~MIDr ~ PALOMAR COMMONS-LOWE'S 10/L-1.6 if .,~... .,, ~ ,, PVC PRESSURE MAINS SHALL BE CLASS 315 (2" OR LARGER) OR !!(~ /4 , IRRIGATION LEGEND & NOTES SCHEDULE 40 (1-112" OR SMALLER) SCHMIDT DESIGN GROUP, INC. ~ --------PURPLE PIPE SLEEVE. PVC SCHEDULE 40 / SCHEDULE 80, AS NEEDED ,,I' 51('.HAT\.O< --------BALANCING ARTISTIC EXPRESSION IN DESIGN 10-31-13 TO ALLOW 2X DIAMETER OF PIPE OR WIRE BUNDLE TO BE SLEEVED. ••• WITH ENVIRONMENTAL SENSITIVITY •\ • J• I APPROVED h:J~ Cr-~H~-lt I TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE "r· l~•l-z. SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND 2655 Fourth Avenue, San Diego, CA 92.103 ,S)',, T ~ ,'9'° -~· 4 I' fi..'1-THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH telephone {619} 236"1462 facsimile {619} 236-8792 e-OF' CALlfO DATE PLANNING SLEEVING MATERIAL. EXTEND SLEEVES 18 INCHES www.schmidtdesign.com OWN BY: PROJECT NO . DRAWING NO. BEYOND EDGES OF PAVING OR CONSTRUCTION. •••• Uc. CA 2138, NV 2.19, AZ 34139 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: SDG PROJECT NO: 09-502 REVISION DESCRIPTION SOP 09-05 468-5L PLTDATE: APRIL2012 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVv/D BY1 /, / / / / / / / / / ~ ', / / SEEDWG. 468-SM FOR ADJACENT LANDSCAPE AREAS 14.0 8.75 3 1" 14.1 2 Uj () ::J .79 1" \>-~10SCA,0$ \ 'sl'=.a.6io......__--J/ IRRIGATION PLANS DRAWN DIAGRAMMATICALLY. LOCATE VALVES AND MAINLINE IN /PLANTERS ,, 1 I \ \ I / ··1 / 0"' I ' :0 \ \ \ \ \ \ s\ \ \ \ \ \ \ j \ ' \ \ ~~ "" \ PLACE RECLAIMED WATER SIGN IN PLANTER "L-L--r-~;: .,,~ u I I LEEV ( UNDER \ HARDS \ TYP. \ \ \ \ \ \ \ \ \ \ \ \ -~ ~ 1.51.-- 4 20.3 1" 1.31 \ \ \ \ I \ \ \ \ --\-\.__...,_ /',..~I • 0 I 0 4'eASEMENT 0 0 0 0 0 L[) CD N ·, ,,. --- --------- \2.'' F~n, ~,~ eG ~,o&W'4\'¥. AS-BLHL T DRAWINGS INFORMATIOM ON THESE PLANS RE.1tOR,D1_S A p P.-R OX I MAT V AS -8 IJ I LT CO 1'1 DI f ION $ ,-_ SCHMIDT O!:SIGN GROUP l~JC. ACCEPT.$ ~1.9_ f~'"'$PONS181LIT'( FOR INFORMATION ACC.URt,CY A N1 0 A c r s o N L v r o R E c o R o F 1 _E L _o INFORMATIO~J PROI/IDEZD BY OTHEr-,,s. FU I URE CONSTRUCTION SHALL INCLUDE OILIGE;NT INV:~:IGA_r;t ~~~G CONDIT~N;2 C~~ 2138 ,_, 1-JAT~ SHEET KEY (NTS) -~ \ --L--- POTABLE LINE TO BUILDING. ,-( ~ WALL MOUNT LOWE'S )' IRRIGATION CONTROLLER INSIDE MAINTENANCE CHASE; VERIFY LOCATION W!TH OWNER PRIOR ( \'"")'"'" \\) '1S , -111--- \ \ \ \~·;;;;;,-~:=1 ------G:71 _________ ___..--r-0 v_:oJ I -----I --- -------------------------h 0 ~ R -------------~ \J I __ ___, rv ------------· IE < ---129 '1-----------~1 -_ l Alo-re: ;?o;L-TIL/t-tC,;::~' ------------------------~*----------,, --L-1.1 /Z,/rP /t.,/,$ /$ ~/,-./J::£:) ~ '. EE 1.4 II As Bu IL T // Ui WESTERN STATES LANDSCAPE, INC. By: ~"1~,-=- SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENS!TJVlTY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile (619) 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 SDG PROJECT NO; 09-502 PLTOATE: APRIL2012 ~ 0 z O' 10' 20' SCALE: 1"=20'-0" 40' APPROVED FOR PLANTING AND IRRIGATION ONLY, ~n~ INCLUDING PRECISE T1;;~;J LOCATION OF PLANTING AREAS. INSPECTOR 4ft".> /,~ J / DATE •. --f-. le.-. I :5 DATE 1----+-+---------,--r-,-r-, I sH4EET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT l____1§!_j DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PALOMAR COMMONS-1.0WE'S IRRIGATION PLAN APPROVED f"J.u(( 4-, ~...;t PLANNING OWN BY: PROJECT NO. CHKD BY: SOP 09-05 RV\./D BY, '1 •I?, ,,t, DATE DRAWING NO. 468-5L r- r-------------------------------------'-------------------------------------------------------------------------------------------------------:-•~'-""-"""·"·,-.-.-.,"~,,,.-...._.=e.;,,,..:,.-'-';ac<>c·_,,,,_.._.,,. MH MH 0 0 -~"r:!f-1~1/'. z "--.!::!,:"5:..A \.. I ~--~~--~~//~ ~~~~ ✓-✓ / / / / / // ~ " CONTRACTORTO / / / ADJUST SPRAY HEADS // AROUND v' UTILITIES AS NEEDED , TOPROVIDE COVERAGE AND AVOID OVERSPRAY, TYP. AS-BUILT DRAWINGS I N F O RM AT I O N O ~J T H [ S E P LAN S R E ~ 0 R D S APPROXIMAT'.." A,S-3UILT CONDITIONS. SCHMIDT oi:-sIr:;~I GROUP lf-!C. ACCEPTS NO RESPON'.31811_1 r { ;:-OR 1/'<FORMt'\TIO~J ACC'JRt,CY ANO ACTS CNLY TO RE.CORO F!ELD INFORMATION PnOVIDED BY OTH·::r,s. FUTURE CO/'JSTRIJCTION SHALL INCLUDE DILIGENT INVESTIG ION OF EXISTING CONDITIONS. 0 ,j,'} ______ -'{OZ..!__ _Jj,/A'l~D/:£. ~~M11 !CEt-SE NO. 2138 tli[ SHEET KEY (NTS) I I I I t\-11::!\::----.--=-_(ZS!D --:.-=\\-\ts~ rcH LINE: SEE 1.1 l \II . \I 11 ° I II ' - <1" o.--::=-~--~'"' --IRRIGATION PLANS --= DRAWN , DIAGRAMMATICALLY. LOCATE VALVES ----;;::::/:'./--"":;;;:~ AND MAINLINE IN -. ---~ PLANTING AREA, . . _-::::---:; --~. .,;,--=-_.-," 1:) . .,_...::a-:;;.,--::;.--":c.----~~ ,,c:-,· "".,t'... .::Z:-/4.-#---/ 4 A-7' I c>,._,/ 4-o ia s / 6 Pe,t::-1,.Jlf ,e, As 115,-./o t90,1,-_fr O,P /"t-A-,..!-r&2,.. ISL,,4,,./L:;, .. -. ,• .= ~ 0 z ~ O' 10' ~ ... .. 20' 40' SCALE: 1 "=20'-0" \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ------ \ \ --------~ \ \ \ \ \ \ Af.JRANS 1 \ \ \ \ \ \ \ ✓-1 \ SI~. 1 VISIBIL~ APPROVED FOR PLANTING AND IRRIGA'I'ION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ::v \ INSPECTOR \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ I \ \ I \ \ L-1.2 1J13ft,-I DATE -t-L -1.::; DATE WESTERN STATES LANDSCAPE, INC. l------l---+-----------1--i---r--r--, I SHSEET I CITY OF CARLSBAD ~9 PLANNING DEPARTMENT ~ ~==-=========--== SCHMIDT DESIGN GROUP, INC. BALANCING ART1Snc EXPRESSION JN DESIGN WITH ENVIRONM_ENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Uc. CA 2138, NV 219, AZ 34139 SDG PROJECT NO: 09-502 PL T DATE: APRIL 2012 . DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL PALOMAR COMMONS-LOWE'S IRRIGATION PLAN APPROVED PLANNING DATE INITIAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVVD BY: PROJECT NO. SOP 09-05 DRAWING NO. 468-5L \ I I' ' t ' JI ---;t .~~~~::J.t2''._JL:' 1/1 ~i~] \ \ \ \ ,t' w -- --------- E.£>0~ --------- 1 ' p-wr,.Me;t; eu:,e --- 1 ~~~~_,_ --------... -\ --····-------\------,'1 ¥' ROOF MOUNTED . I , I __ .... --- ... --·-·· LOWE'S IRRIGATION \ RAIN SENSOR; VERIFY I I LOCATION WITH I OWNER PRIOR TO I \ INSTALLATION ~ I I . \ I d:) \ \ \!') I I ~ I \ I I I I I \ I I I \ \ I I I' I I 1 I \ \ i2'' w- f>,f)G'<, I I J--->ll \ \ \ ~\ 1--------' \ I \ I 5" 66 ----I ..,.._---I • I \ I I I \ \ I I I I \ I I I I I \ \ I I 0 \ ===7:J~~~==~~~~\--\\ I \ __ -I--' -+ --1 I I os .. '), 0 -::::\ ::J 1~~~~)8 \'y -, cJ>.A -,~,A~~"" ',;, ~~~ ,, ,. OF CA\.l'io'<' SHEET KEY (NTS) L-1.4 j'B:l;,;,~>=l!' . ~~ c-x ~-, ,4 \~;,,yr~=~3\1 _,_ .'" ·. ,n. -· -~ ' .. .l, . ' 16 4.1 1" 1.36 17 4.0 1" :L--+--Hrt'i \ \--.!.\..---'II \-::::::-::',.~\ -.:;~Jll~ ' ----,--- ------"-\\ \ _.--t11\ _---t-11\ \ \ _...-\-\1 \ ' ' '4G'--Al:IEA ~~~~\ _...---.11 \ t @I <2HID -------MT I 11 mL I - I I ~ WESTERN STATES LANDSCAPE INC By:·~ ' . I \ -------4 ----'r-- \ 1 \ I \ \ I I \ \ I \ \ \ \ \ \ \ \ \ ~ ,l, . .. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SOG PROJECT NO: 09-502 PLT DATE: APRIL 2012 I \ I I \ \ I I ' \ I I \ I I \ \ \ \ I I I I \ \ I I \ \ \ I I \ \ \ \ \ I ~ 0 z I \ \ \ \ \ \ DA TE INlllAL ENGINEER OF WORK \ \ \ \ \ \ \ \ \ \ I \ \ \ I I \ I \ I I I \ \ \ I \ ~ \ I \ \ I \ I \ \ I \ \ \ \ \ I \ I I I I \ I I I I I I I I I I I I I I I I I I I \ I \ \ \ \ \ \ \ \ \ \ \ I I \ I I I I . \ I .! I \ I I \ \ \ I \ . . \ \ \ \ \ I I I I \ I I I \ \ \ I I \ \ \ \ \ I I I \ \ \ \ \ I \ \ \ \ \ \ \ I \ \ \ \ I I \ I I \ I I \ I I \ \ \ I I \ \ \ _I -. ~ I \\ -1-\ \ \ \ -1- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ L-1.3 11 AS BUILT" O' 20' SCALE: 1 "=20'--0" 10' 40' APPROVED FOR AND IRRIGATI0~1 t~I~NG INCLUDING PRECISE , LOCATION OF PLANTING AREAS. TI~;;: 1/f?/t:( DATE DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL CITY APPROVAL DATE CITY OF CARLSB PLANNING DEPARTMENT AD ~ LJJLJ PALOMAR COMMONS-LOWE'S IRRIGATION PLAN APPROVED r't..:r PLANNING DWN BY: CHKD BY· RV\./D BY, PROJECT NO. SOP 09-05 "t .1:;.. ie- DATE DRAWING NO. 468-SL ~ --- EDW 468-5 ADJA LAND AREAS - --- \\ 1'~1DS£AP(" -1 STU~,S,C•\ ,,~% ~~\\ ( ·-, ~ 'C :%:"~"+' "-::-- ~cA""',1,,-\"00 ' --11 \ \ \ \ \ \ \ \ \ \ \ \ -- I, \ --- AS-BU!L T DRAWINGS INFORMr\TION O~/ THESE PLANS Ri::[:OR~ AP~ROXJMATc J-..s-9u11_1 coN01T1o'Ns'- scHM1or DESIG:'-J Gf<tJU;) I·' 1· .~rr.,...PT" 'IC '"'r:: ~PONS I · I · · '' ., ' _, ., r.: " ,, i r. ... :, '"8 L!IY f--(JR lNf'.()P~/A["l()fl ~<"'CIJR•r:r ANO A('r,·· ' ,, . •,r,.., 1,-,_, "' 1 -· .:,, 0 I-! L Y T O fl E C O R D F I E L D !~.FORMATION P/\OVIDF.:D BY OTHl=R~' FUTLIR•" C(~N3Tf~UCTION SHALL INCLUciE.:i[)/LIGEN~ IN ESTIG ON Of EXISTING CONDITIONS, \ J c:::J -----------• SHEET KEY (N'TS) 0 11 rll ' I I iii .. SCHMIDT DESIGN GROUP, INC- sALANCINC ARTISTIC EXPRESSION IN DESIGN I,', .• ,,✓• W\TH ENVIRONMENTAL SENSITIVITY ;:, , , : ·.. · , ;, ,. . , 2655 Fourth Avenue, San Diogo, CA 92103 A's,. telephone {619} 236-1462 facsimile {619} 236-8792 " _ 11,.,. · www.schmidtdesign.com --Lie. CA 2138, NV 219, AZ 34139 0 SDG PROJECT NO: 0&-502 PLTDATE: APRIL 2012 EASEMENT 0' 10' 20' SCALE: 1"=20'-0" 0 MH 40' • 101 I I __________ ---i---- 1 I I 11 Vi/FSTERN STPtTES I NDSCAPE1 INC,, I I I I By: ____ ~~~2F APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE J•/2{)"' L-1.4 BUIL T 11 1/"/t>- DATE I SH7EET I CITY OF CARLSBAD ~ t====j====j===============================~====+====+====i====~ PLANNING DEPARTMENT ~ . PALOMAR COMMONS-LOWE'S IRRIGATION PLAN APPROVED l-===t==t=====================+===f==4===t===i __ _!....:---=--.!.:_+.--=i.-=~~-1---PLANNING DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OWN BY: __ _ DATE INITIAL DATE INITIAL CHKD BY: __ _ OTHER APPROVAL CITY APPROVAL RVv/D BY: PROJECT NO. SOP 09-05 DRAWING NO. 468-5L r , . AS~BUIL T DRAWINGS INFORMATION ON THESE PLA~!S RE!SOROS APPROX!MAT~: P. . .S-BUIL T CONDITIOl'JS. SCHMIOT DEZ~,,:,N GROUP 1/s!C. P.,CCEP'TS i'JO RESPONSIBILli··y FOF\ lNFOf~MATIOtJ ACCURACY A N D A C T 3 O 11 L Y T O R E r_; 0 R D F I E L 0 INFORMATIOM F'HOVIDEO BY OTHEF.:S. FUTURE CONSTRUCTION SHALL INCLUDE DILIGENT li'll/ESTIG ON OF EXISTING CO~JDITIONS. cii~-ENse·No~2,,a19-~.$__ 1L{V/i' SHEET KEY (NTS) ~I 'I'"" wl ~I • • - 0 1 """' --_ 12 --\---\ \ \ \ \ I \ \ \ I \ \ ~\o \ \ CONTRACTOR TO ADJ SPRAY HEADS AROUN1 UTILITIES AS NEEDED 1 PROVIDE COVERAGE A ___ _ -----\t"-AVOID OVERSPRAY -------------"--'-'- EMENT \ \ ;' C)s6, I' 4/ ,,9 '-'- I " I '- I \ I / 1013 I ~ ---\-1~~--r -,-)(/ ' \ "'1 ,/v , 14,1 1 / \# v 'I { \ I I I I I CJ) I 01 I \ I ,, I \ ~ _c:::1-b-:17 1 \ 1~1--f-f___1r,J---1 o~S \ .~ ~I """ \ fffeo \ \ -- :_,-----I \J\A.S I I I J: t;; 0 z O' 10' 20' SCALE: 1"=20'-0" ,x:_1-~ ~-=~---\ __ _J __ \ . ~ ----I I I EE ~ ... ...-_-.4i,, 5M FOR I I ~ G JA ENT D CAPE 18 1" 19 □ I s UILTS WESTERN STATES LANDSCAPEi INC, 6.0 \ 7.66 I 27.1 I 40' APPROVED FOR PLANTING. TITLE Y,.,.,, 1d REVIE\./ED BY, I I I I I I I I I I I - ~ •! fl,,:/J, _. ---------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ \ I I I \ ) \ \ I \ I \ \ I \ I \ I ~ ' BUIL_ T 11 1/t,jt>' DATE AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. l12fL\ <q -£-£!, at- INSPECT □R ±, be -I '7' DATE - I --+---1------------t---t----1~~-. I SH8EET I CITY OF CAR LS BAD I SHEETS I ,__ PLANNING DEPARTMENT 19 ~==-'=====================-==~ SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION JN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92.103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2.138, NV 219, AZ 34139 SOG PROJECT NO: 09-602 PLTDATE: APfflL2012 DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL PALOMAR COMMONS-LOWE'S IRRIGATION PLAN APPROVED PLANNING DA TE INITIAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RV\./D BY• PROJECT NO, SOP 09-05 DRAWING NO, 468-5L i LEGEND: G) SLIP X SLIP 45 DEGREE ELL (2 REQUIRED) (3} ¾" GRAVEL SUMP IN, UNDER, AND AROUND VALVE BOX FILL TO TOP OF VALVE BOXES @) USE½" PVC SCRAP TO WRAP 12" OF ADDITIONAL WIRE BEFORE CONNECTING (!) CONNECT WIRES TO VALVE USING WATER TIGHT CONNECTORS @) MASTER VALVE LEGEND @) FINISH SURFACE (!) PURPPLE RECTANGULAR VALVE BOX WITH PURPLE LID (DO NOT CUT ADDITIONAL HOLES INTO BOX.) @ PVC SCH. 40 MALE ADAPTER (2 REQUIRED) @ PURPLE PRESSURE SUPPLY LINE, ALIGN WITH FLOW SENSOR (SEE PLAN FOR SIZE) @ INSTALL FILTER FABRIC AROUND GRAVEL SUMP @ 1-¼" SCH. 40 WIRE CONDUIT WITH SWEEP FOR MASTER VALVE WIRES (TO FLOW SENSOR) ' NORMALLY CLOSED MASTER VALVE FOR RW 1, .. _______ ..;._ ___ ...;._ __ ..;._.;;.;.....;._~.;..;_----- ... , NO SCALE - NOTE: ~--, 1 ALL MANIFOLD PIPING TO BE PURPLE PVC AND ALL VAVLES SHALL HAVE PURPLE TOP FOR RECLAMIED WATER. ~-----42 12" 1'-6" 1'-6" 1'-6" SIDEWALK LEGEND: G) PRESSURE SUPPLY LINE (SEE PLAN FOR SIZE) @ BALL VALVES (SEE IRRIGATION LEGEND) @ QUICK COUPLER (SEE IRRIGATION LEGEND) © HEATBRANDALLVALVES @ ELECTRIC CONTROL VALVE @ MANIFOLD PIPE-SAME SIZE AS PRESSURE SUPPLY LINE LOCATED UNDERNEATH VALVE BOXES 1'-6" 1'-6" NOTES: A. EACH MANIFOLD SHALL HAVE A MAXIMUM OF 15' SEPARATION. ALL MANIFOLDS ARE TO BE INSTALLED IN PLANTER AREAS WHENEVER POSSIBLE. B. ALL VALVE BOXES SHALL BE PURPLE WITH LOCKING COVERS FOR RECLAIMED WATER. C. All VALVES SHALL BE LABELED WITH 'DO NOT DRINK.' , . I 5 MANIFOLD CONFIGURATION FOR RECLAIMED WATER ... ' NO SCALE LEGEND: 2 PVC MALE ADAPTER ~ PURPLE PVC LATERAL LINE PER PLAN ~~ 0 3 SCH. 80 PVC UNION, 0-RING TYPE 12" NOTES: 1. ALL THREADED PIPE CONNECTIONS WILL BE SEALED WITH OVERLAPPING WRAPS OF TEFLON TAPE AS REQUIRED TO PREVENT LEAKAGE. 2. WIRE CONNECTORS WILL BE K.B."ONE-STEP" PRE-FILLED TAN) OR EQUAL. LASCO OR EQUAL © SCH.80 PVC NIPPLE , @ WATERPROOFWIRE CONNECTORS PER NOTES © REMOTE CONTROL ELECTRIC VALVE PER LEGEND WITH PURPLE TOP (D PURPLE 12" RECTANGULAR PLASTIC VALVE BOX (CARSON) WITH LOCKING LID, CONTROLLER AND VALVE NUMBER HEAT BRANDED INTO TOP @ FINISH GRADE -ALLOW 2" FOR MULCH IN SHRUB BEDS SET FLUSH IN TURF ® @ @ @ SCH.80 PVC NIPPLE SCH.80 FEMALE ADAPTER (TXS) PURPLE PVC PIPE SCH.40 PVC ELL (SXS) SCH.40 PVC TEE MAINLINE PRESSURIZED PVC MAINLINE (SXSXS) PER LEGEND 3 0 LEGEND: CD 4-INCH PURPLE GRATE (INCLUDED) ® BUBBLER: RAIN BIRD 1404 1.00 GPM (INCLUDED) 0 ® 0 ® ® @ @ ® ROOT WATERING SYSTEM: RAIN BIRD RWS-B-C-1404-P OR APPROVED EQUAL (INCLUDES 1404 1.00 GPM BUBBLER WITH RISER, PURPLE GRATE, SWING ASSEMBLY, 1/2" MALE NPT INLET, AND BASKET CANISTER) FINISH GRADE OPTIONAL PEA GRAVEL OR RWS SAND SOCK (RWS-SOCK) FOR SANDY SOILS. SEE IRRIGATION LEGEND. 1/2-INCH PVC SCH 80 NIPPLE (INCLUDED) 1/2-INCH 90-DEGREE ELBOW (INCLUDED) 12-INCH SWING ASSEMBLY (INCLUDED) 1/2-INCH MALE NPT INLET (INCLUDED) PURPLE PVC SCH 40 TEE OR EL PURPLE LATERAL PIPE 4-INCH BASKET WEAVE CANISTER (INCLUDED) NOTE: A. INSTALL TWO DEEP ROOT SYSTEMS PER TREE. B. INSTALL DEEP ROOT SYSTEM($) PER MANUFACTURES SPECIFICATIONS. 7 = □ 5,,-~ LEGEND: G)1• (25mm) CRUSHED ROCK (6" (150mm) DEPTH MINIMUM) @CONDUIT FOR LOW VOLTAGE FIELD WIRES @)CONCRETE BASE {3) ANCHOR BOLTS, NUTS & WASHERS (4 EACH) @FIELD WIRE BUNDLE. INCLUDES DIRECT BURIAL CABLES AND WIRES FROM CONDUITS PER PLAN. @) TERMINAL STRIP WITH ELECTRICAL SURGE PROTECTION. CONTRACTOR SHALL ROUTE ALL FIELD WIRES TO THIS LOCATION (PER PLAN) ALL WIRES AND CABLES WILL BE BUNDLED AND COILED WITH AT LEAST 5 FEET (1.5m) OF ADDITIONAL WIRE SO AS TO PREVENT PULLING AT WIRE CONNECTIONS. (!) POWER SWITCH AND OUTLETS @ ELECTRONIC CONTROLLER ASSEMBLY: PRE-ASSEMBLED ON STAINLESS STEEL BACKBOARD CONFIGURATION AS SHOWN PER PLAN @)STAINLESS STEEL ENCLOSURE SHOWN -1=1~111-11~11-~~\,-cL'1':H~!-!-:,}-,+.: :-,: -ir-:1. ~.~I ----:7 E WITH 12"(305mm) PEDESTAL MOUNTED . : • · . I I= ~ ,& SE CU RELY TO CONCRETE BASE ,--.;-,f-c--,--::l-r~½ • ·; mil ___.i g ENCLOSURE PER PLANS l,L~ -@ FINISH GRADE ~ Q) CONDUIT FOR 120 VOLT POWER SUPPLY '---11 @ CONDUIT FOR PHONE (9 CONDUIT FOR FLOW SENSOR AND MASTER VALVE THREADED PVC SCH 80 NIPPLES (NO CLOSE NIPPLES TYP.) PURPLE PRESSURIZED PVC MAINLINE PER PLAN 3 PVC FEMALE SXT ADAPTER 4 PVC SCH 80 UNION 5 VALVE WITH PURPLE TOP/HANDLE (SEE MANUFACTURER)AS SPECIFIED ON PLANS POSITION VALVE IN BOX SO THAT HANDLE IS FREE TO OPERATE. ® 10" ROUND PURPLE PLASTIC VALVE BOX FOR 2" VALVE AND SMALLER RECTANGULAR PURPLE PLASTIC VALVE BOX FOR 21/2" VALVE AND LARGER (PER SPECIFICATIONS) INSTALL 2" ABOVE FINISHED GRADE IN SHRUB BED; 1/2" ABOVE IN LAWN AREAS (j) FINISHED GRADE © PURPLE PVC SCH 40 45DEG. FITTING ® PEA GRAVEL 1/2" DIAMETER (APPROX. 1 CU. FT.) @ UNMORTARED BRICK FOUNDATION NOTE: ALL RECYCLED WATER VALVE BOXES SHALL HAVE PURPLE LOCKING LIDS. -( 2 ': RECYCLED WATER DEEP ROOT WATERING SYSTEM ( 3 "! CONTROLLER WITH STAINLESS STEEL ENCLOS. , , BALL/GATE VALVE FOR RECLAIMED WATER 4, 1------------------------- ... • NO SCALE .._ , NTS 2 NOTES: LEGEND: 0 10"ROUND PURPLE COLOR PLASTIC VALVE BOX WI LOCKING COVER & Q.C. HEAT BRANDED INTO TOP. @ PURPLE QUICK COUPLER VALVE, ® G) ® 6 WITH ACME THREADS, PER PLANS FINISH GRADE. ALLOW 2• DEPTH FOR TOP MULCH EDGE OF WALK/FACE OF CURB, FENCE OR MOW BAND 7 ONE CUBIC FOOT PEA GRAVEL 8 SCH.80 BRASS NIPPLE 9 P.V.C. ELL 10 SCH.40 PURPLE P.V.C. MAINLINE @ STREET ELLS (2) REQUIRED PER QUICK COUPLER. NO MARLEX 12 SCH.40 P.V.C. TEE 13 COMMON BRICK 14 WARNINGTAG 15 GROUND COVER 1. QUICK COUPLERS SHALL BE OF THE LOCKING TYPE, PURPLE LOCKING CAP. 2. ALL P.V.C. FITTINGS SHALL BE SCH. 40 EXCEPT WHERE NOTED. 3. QUICK COUPLER & VALVE BOX SHALL MEET RECYCLED WATER REQUIREMENTS 4. ALL SCH.80 P.V.C. THREADS SHALL BE WRAPPED WITH TEFLON TAPE. 5. QUICK COUPLER SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. ~ , NO SCALE 12" A 5 6 =:::=::: ~ 9 LEGEND: G) WALK OR CURB @ BUILDING WALL (WHERE APPLICABLE) @ FINISH GRADE IN TURF AREAS © POP-UP ROTOR HEAD AND NOZZLE @ MULCH LAYER IN PLANTING AREAS @ FINISH GRADE IN PLANTING AREAS (j) SCH.80 P.V.C. NIPPLE (2 EACH) SIZE PER HEAD INLET @ PVC STREET ELL (2 EACH) SIZE PER HEAD INLET ® PURPLE PVC LATERAL (PER PLAN) @ PVC TEE OR ELL (SXSXT) @ PURPLE CAP FOR RECYCLED WATER NOTES: 1. ALL P.V.C. FITTINGS SHALL BE SCH. 40 EXCEPT WHERE NOTED. 2. ALL SCH.80 P.V.C. THREADS SHALL BE WRAPPED WITH TEFLON TAPE. OR RECOMMENDED BY MANUFACTURER @ 3"SPRAYDISTANCE 6" ROTOR DISTANCE - I TOTAL OF 20' MINIMUM " EXTEND 10' MINIMUM ~ ON EITHER SIDE z3 -o ::;; _, a UJ ~"' L., CONSTANT PRESSURE RECLAIMED WATER LINE NOTES: EXTEND 10' MINIMUM ON EITHER SIDE L POTABLE WATERLINE ' STRE ? / ET SURFACE SLEEVE2X PIPE SIZE A. ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: -STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS. B. FOLLOW ALL WATER DISTRICT RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS QUICK COUPLER FOR RECLAIMED WATER , ' i 7 POP-UP ROTOR/SPRAY HEAD FOR RECYCLED WATER ;' B , RW AND POTABLE MAINLINE CROSSING NO SCALE LEGEND: Q) PAVING PER PLAN @ FINISHED GRADE @ CLEAN COMPACTED BACKFILL @) 2 DETECTABLE WARNING TAPES @ SAND BEDDING MATERIAL @ IRRIGATION MAINLINE (!) DIRECT BURIAL CONTROL WIRES @ LATERAL LINES, SEE SPECS. @ UNDISTURBED SOIL @ SCH. 40 PVC SLEEVE 2x PIPE SIZE DIAMETER MIN. NOTES: .... " NTS 1. ALL PIPE AND CONTROL WIRE UNDER PAVEMENT SHALL BE INSTALLED IN A P.V.C. SLEEVE PER THE IRRIGATION NOTES #19 AND #20 L-1.0 2. BACKFILL MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90% MIN. 3. PRESSURE MAINLINE SHALL BE INSTALLED ON A 6" SAND BED AND COVERED BY 6" OF SAND PRIOR TO ANY OTHER BACKFILL MATERIAL 4. RUN WARNING TAPE 12" ABOVE AND ALSO ALONG TOP OF RECLAIMED WATER MAINLINE. -... , I NO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. '' AS BUIL T 11 TITLE ________ _ REVIE\./ED BY, INSPECTOR L-1.6 DATE DATE l--------j---+-------------1-----1----1---1------llsHgEETIL__c_I_T~Y=O=F--'------=--=C~A=R=L=S~B-A_D_J~g PLANNING DEPARTMENT ~ 3. DIRECT BURIAL COMMON AND CONTROL WIRES WILL BE r.:J\ COILED TO PROVIDE 12" EXPANSION COILS INSIDE VALVE BOX. @, 4. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN @ VALVE BOX. (WRAP AROUND 1/2" PIPE 15 TIMES-REMOVE PIPE) 5. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS @ 24 VOLT DIRECT BURIAL WIRES FROM CONTROLLER PER LEGEND. UNDISTURBED ADJACENT SOIL. @ 1 CUBIC FOOT PEA GRAVEL MIN. @SLEEVING NO SCALE PALOMAR COMMONS-LOWE'S IRRIGATION DETAILS 6. ALL RECYCLED WATER VALVES SHALL HAVE SIGNAGE ATTACHED TO VALVE STATING "DO NOT DRINK," PER WATER DISTRICT AND HEATH DEPARTMENT REQUIREMENTS. SUPPORTING VALVE BOX @ UNMORTARED BRICK FOUNDATION ( g '; REMOTE CONTROL VALVE FOR RECLAIMED WATER .._ , NO SCALE SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION JN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 2-36-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 SOG PROJECT NO: 09-502 PLT DATE: APRIL 2012 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL APPROVED j~...z <;, 1-.... I ,z., PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: CITY APPROVAL RV\./D BY, SOP 09-05 468-5L 1 ' FRON RECYCI.ED• WATER MAIN ~ ===!ift"•!t:•::_____:)! FRON RECYCLED• n WATER MAIN I~ METER ·v-sTRAIIIE~ ~CK YALVI PROFILE PRESSURE REGULATOR POC SEQUENCE TEST STATION TO P[lESSURE • RCG ATOR 150mn 16 I t-"i F !NISH GRADE MASTER VALVE -• TO PRESSURE_. REGULATOR FLOW SENSOR ~ OTES• Jf II REFER TO SECTIONS 15151 ANO 15152 OF THE SPECIFICATIONS I SET TOP OF IETER BOX FLUSH WITH SIDCWALK, CURB OR FINISH GRAOE 31 INSTALL WARNINGIIDCNTIFICATION TAPE AS SHOWN ON WP--111 41 WATER LATERALS INSTALLED FOR THE USE OF RCCYCLEO WATER SHALL BE IDCNTIFIED AS OESCRIBED IN SECTION 15151 OF THE SPECIFICATIONS I fNSTALL WYE STRAINER HORIZONTAL TO SCRYICE LATERAL I MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST 11 A MORE STRINGENT IETHOO Of BACKFLOW PREVENTION MAY BE REOUIRCO AS SHOWN ON THE APPROVED PLANS ITEII NO 1 2 3 4 5 SIZE AND Dt:SCRIPTION METER ASSEMBlY PER WS--111 & WS--112 BRASS OR COPPER PIPE WYE STRAINER, SEE NOTE 5 BRASS CHECK VALVE SCREWEO BRASS UNION ITEM NO 6 7 8 SIZE AND DESCRIPTION n11111 11,z'l BRASS BALL VALVE METER BOK WITH LID 250nm x 500mn 11o•x 20•1 OR 425mn x 1SOmn 111•x30•1 10mn I 'l'I ROCK, 100nm TO 150mn 14• TO 6"1 DEEP TATER AGIHCU3 STAMDARDS COKIITTII Al'PROYAL: 11/16/2001 DRiJUIC NUMB£11; WR-03 RECLAIMED WATER POINT OF CONNECTION SEQUENCE NO SCALE F RCU P~ESSl,,B!: _ REC\,L,ATOll SEE !--1O .. E. 2 FROM P?.E.SSURE ► REGtJL~lOH 7 I ~ I ------0 PLAN VIEW 9 S[[ ,□TE 2 ~~JI;~ d' ,~v~ e/~• PROFILE H H' , f PRFSSURE l,1[T[R Y-STRA!NER .. HECK VAUE R[GULATOR POC SEQUENCE ,.-lEM :TEM !f NO SI IE "O CESCR I PT JDN NO TO MAST£R VALVE & FLOW SENSOR MASTER VALVE TD MASTE.RJOO- VALVE & FLCW 5€NS0~ f_QW SE~SOR SlZE A~D DESCRIFTJC~ ~,,~ -,-,f-1-,rn-·n~,,~--d'-;--S(i Bo Fvc 90-E~L-L----t-~5-1-,,-cm-,·,,~ .. -,-s-c,-,£-□-Jl_E_a_o_BR"',-ss-c-N-IP~P-~Ec--1 8. "1--+=~~--:.:.:....:c:..c...:..:._;;,.;;,,-,'----1--=-+="--'--'-'-"=="'--'"'-'==cc=='-1 g 2 19m-n l '<,,t J SCI-80 BRASS CLOSE "l l?t-'Ll 6 METER BOX lff"H P JRPLE. COLORED L lO ""' 3 13r,n 1~~4~l BAA$$ L0C.:ABLE BALL VALVE. 7 LI'-IE SIZE. BRASS 3ALL \'ALY£ ~ f!P x MEER 5'KJVH 8 Ll'IE SIZE~ ~'Jrrro 15,tl SCii 80 TC£ i::: 4 19~ x Grrri 1l,,t x 1,t) B~ASS THRf:ADE:J 9 l'l'PE "K" COPPER OR BRASS PIPE 'J~K'l' ;: BUSH ING 't/JTH o. 3mm t 1✓4" l CAPH'D OLT:..E'i f-,-c:o:--1-,','5-':-Jmn"---":, 6:-0,;:-,":3:'c,~sE=-'"Jr~t O:cm=,:s,,-'; ... c:','"CRc=O::'C,~1 " 25rrm C 1 "l AND 50rmi C 2" l RECYCLED WATER IRRIGATION CROSS CONNECTION TEST STATION WATER AGENCIES STANDARDS CO)Ullt'l't:E APPP.DUL--111:>!12006 DRAYING NUMBEf. WR-04 51------------0 CROSS CONNECTION TEST STATION NO SCALE NOTES: ,.,, ____ 18" ----,rl, 1 1 .----------, --->~---'\--=•-CAUTION RECYCLED WATER ~ AGUA REC/Cl.ADA DO NOT DRINK /J;;\ NOTOME \SI ELAGUA j AGENCY OF JURJSDICTION NAME AND/OR LOGO .______........__. 4"x4" PT POST - FINISH GRADE - 10" DIA. CONCRETE~ ' ,, A. SIGNS SHALL BE MANUFACTURED OF ALLUMINUM SHEET, THICKNESS .080" OR 18GA. B. THE SIGN SHALL INCORPORATE A PURPLE BACKGROUND WITH WHITE LETTERS AND SYMBOLS. C. SIGNS SHALL BE MOUNTED ON 4"x4" NOM. PRESSURE TREATED WOOD POST SET INTO CONCRETE. ATTACH SIGN TO POST USING 1/4" x 2 112" ANODIZED LAG SCREWS AND WASHERS (2 EACH) D. ALL RECLAIMED WATER SIGNAGE SHALL COMPLY WITH WATER AGENCIES STANDARDS. EXISTING SUBGRADE BACKFILL MA 1ERIAL (SEE SPECS) @ CONCRETE THRUST BLOCKS (SEE SPECS) <{,hc=rrn1=':--... _ __(4 LU. ,c;ill;;;ll @ FITTING AS REQUIRED ® PVC BELL REDUCER AS REQUIRED ---------11 ------(2 ---------,3 --------44 10 X PIPE X PIPE DIA. IN. UPSTR OWNSTRE M ROM SENS M SENSO 0) 10• ROUND VAL VE BOX {PURPLE COLOR FOR RECYCLED WATER) G) 1-Y,i• SCH.40 WIRE CONDUIT WITH SWEEP FOR FLOW (DO NOT CUT ADDITIONAL HOLES INTO BOX) SENSOR/MASTER VALVE CABLE (TO CONTROLLER) @ FINISH SURFACE © FLOW SENSOR {SEE LEGEND) @ CABLE FROM MASTER VALVE TO CONTROLLER ASSEMBLY ® ¾" GRAVEL SUMP IN,UNDER AND AROUND VALVE @ 1-/14" CONDUIT FROM MASTER VALVE ASSEMBLY BOX. FILL TO TOP OF VALVE BOX HOLES. @ CONNECT WIRES TO VALVE USING WATER TIGHT CONNECTORS @ INSTALL FILTER FABRIC AROUND GRAVEL SUMP @ 8M DIA. CL 160 PVC SLEEVE (OTO REST ON TOP (D PVC REDUCING BUSHING FOR REDUCTION IN PIPE EDGE OF PURPLE PRESSURE SUPPLY LINE) SIZE AT FLOW SENSOR @ 45 DEGREE PVC SCH. 40 SLIP X SLIP Ell (2 REQ.) FLOW SENSOR EXTENDPRESSURESUPPLYLINET01B"DEPTH ( 2 ": RECLAIMED WATER "DO NOT DRINK" SIGN \. , NO SCALE ® THRUST BLOCKS 3 1-------------- NO SCALE • " • " z 1" ::l ~ f,, ~ 9 = 11:= i -Ii I 4 • ---4 0 . _j • -1 1 1~ 4 <l -1-• 11" ,LI • 4 ~4--l4 4 •. 5 18"+ DIAMETER OF PIPE LEGEND: CD IMPORTED TOPSOIL OR AMMENDED NATIVE SOIL ® FINISHED GRADE @ NATIVE SOIL FREE OF ROCKS AND DEBRIS 3" OR GREATER @ TRENCH MARKER @ SAND BEDDING MATERIAL @ IRRIGATION MAINLINE (j) DIRECT BURIAL CONTROL WIRES @ IRRIGATION LATERAL LINE @ IN LINE DRIP TUBING NOTES: 1. TRENCH MARKER SHALL BE A 3" WIDE CONTINUOUS METALLIC PLASTIC STRIP ABOVE THE MAINLINE AND DIRECT BURIAL CONTROL WIRES. 2. ALL PIPE AND CONTROL WIRE UNDER PAVEMENT SHALL BE INSTALLED IN A P.V.C. SLEEVE PER THE IRRIGATION SPECIFICATIONS. 3. BACKFILL MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90% MIN. 4.SEE NOTE 19 AND NOTE 20 ON SHEET L-1.0 FOR PIPE SIZES AND DEPTHS. NO SCALE SIDEWALK CURB METER BOX WITH BOLT DOWN LID -SIZE TO FIT POTABLE WATER METER i---1------24" -----o-i t::::J-:-i;!, __ .Jr,r-..,_---j----,--~ POTABLE SERVICE LINE 1:8~ f ~6 ~ ::l ,----10' MINIMUM TO POTABLE MAINLINE IN STREET RECYCLED WATER IRRIGATION MAINLINE WITH PURPLE SLEEVE VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. STEP 1: STRIP WIRES 1/2' FROM ENDS. STEP 3: INSERT SPLICE TO BOTTOM OF GEL-FILLED TUBE. CHECK TO MAKE SURE CONNECTOR HAS BEEN PUSHED PAST LOCKING FINGERS AND IS SEATED AT STEP 2: APPLY SCOTCHLOK Y SPRING CON- NECTOR IN A CLOCKWISE DIRECTION. STEP 4: POSITION WIRES IN WIRE CHANNELS AND CLOSE INSULATOR TUBE COVER. NOTE: MAXIMUM WIRE SIZES PER CONNECTOR ARE 3 -#14'S OR 2 -#12'S. MAINLINE/DIRECT BURIAL CONTROL WIRE 7 --------0 POTABLE MAINLINE CROSSING ® WIRE CONNECTION NO SCALE SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92.103 telephone {619} 236-1462 facsimile {619} 2.36-8792. www.schmidtdesign.com Uc. CA 2138, NV 219, AZ 34139 NO SCALE SDG PROJECT NO: 09-502 PLTDATE: APRIL2012 8f----------NO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUIL T 11 TITLE ________ _ REVIE\./ED BY, INSPECTOR L-1.7 DATE DATE 1------t-----+-------+----t----+----~ L!QJ ;=='...'.:==========::'._'::== CITY OF CARLSBAD PLANNING DEPARTMENT SHEETS 19 APPROVED PLANNING DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OWN BY: DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RV\./D BY, PALOMAR COMMONS-LOWE'S IRRIGATION DETAILS /'t-:)0 &-~Loit PROJECT NO. SOP 09-05 4 .11:,.1,z, DATE DRAWING NO. 468-SL IRRIGATION SPECIFICATIONS PART 1.00 GENERAL 1.01 GENERAL REQUIREMENTS A. THE CONTRACTOR SHALL FURNISH All LABOR, TOOLS, MACHINERY, MATERIALS, AND PROCESSES NECESSARY TO COMPLETE THE IRRIGATION SYSTEM DESCRIBED HEREIN AND SHOWN ON THE CONTRACT DOCUMENTS. B. CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND SITE RESTRICTIONS. C. CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL SITE UTILITIES. ANY UTILITY OR GRADING INFORMATION PROVIDED ON THE CONTRACT DOCUMENTS IS FOR THE CONTRACTOR'S REFERENCE. THERE IS NO GUARANTEE AS TO THE ACCURACY OF THE INFORMATION. CONTRACTOR SHALL LOCATE ANO VERIFY UTILITY LOCATIONS TO HIS SATISFACTION. O. CONTRACTOR SHALL BE HELO RESPONSIBLE FOR ALL REPAIRS MADE NECESSARY BY THE NEGLIGENCE OF HIS CREWS. E. THE GENERAL AND SPECIAL CONDITIONS AND NOTES OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN. 1.02 ORDINANCES AND REGULATIONS A. ALL LOCAL, MUNICIPAL AND STATE LAWS AND RULES & REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE ABOVE RULES, REGULATIONS, OR REQUIREMENTS OF THE SAME. HOWEVER, WHEN THE SPECIFICATIONS AND/OR CONTRACT DOCUMENTS CALL FOR, OR DESCRIBE MATERIALS, WORKMANSHIP OR CONSTRUCTION OF HIGHER QUALITY, HIGHER STANDARDS OR A LARGER SIZE, SPECIFICATIONS AND/OR CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE OVER THE REQUIREMENTS OF THE SAID RULES AND REGULATIONS. B. CONTRACTOR SHALL OBTAIN PERMITS AND PAY ALL FEES ASSOCIATED WITH THE CONSTRUCTION OF THE lMPROVEMENTS. 1.03 SCOPE OF WORK A. THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY TO PERFORM THE WORK ON THE CONTRACT DOCUMENTS AND AS SPECIFIED HEREIN AND AS REQUIRED TO COMPLETE THE CONTRACT PROPERLY. B. THE CONTRACTOR SHALL PROTECT THE WORK, ADJACENT PROPERTY AND THE PUBLIC, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE, INJURY AND LOSS DUE TO HIS ACTS OR NEGLECT. C. THE CONTRACTOR SHALL SUBMIT UNIT COSTS TO THE OWNER FOR ADDITIONS OR DELETIONS TO THE CONTRACT DOCUMENTS. D. WORK NOT INCLUDED: N.I.C., BY OTHERS, EXISTING 1.04 SCHEDULE OF WORK A. UPON AWARD OF THE CONTRACT A WORK SCHEDULE SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR CARRYING OUT THE WORK. UPON APPROVAL, NO MODIFICATIONS SHALL BE MADE TO mis SCHEDULE WITHOUT THE WRITTEN APPROVAL OF THE OWNER'S REPRESENATIVE. B. FINISH GRADING AND LANDSCAPE INSTALLATION SCHEDULE OF WORK SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUIT ABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. 1.05 COORDINATION A. CONTRACTOR SHALL REPORT TO THE OWNER'S REPRESENTATIVE ANY DEVIATIONS BETWEEN CONSTRUCTION CONTRACT DOCUMENTS, SPECIFICATIONS, AND THE SITE. FAILURE TO DO SO PRIOR TO THE INSTALLATION OF THE IMPROVEMENTS AND RESULTING IN REPLACING, AND/OR RELOCATING IMPROVEMENTS, SHALL BEAT THE CONTRACTOR'S EXPENSE. B. CARE SHALL BE TAKEN TO COORDINATE THE WORK AT ALL TIMES WITH OTHER CONTRACTORS WORKING IN AND ADJACENT TO THE AREAS IN THIS CONTRACT. TI--llS IS TO INSURE AN ORDERLY AND EFFICIENT INSTALLATION PROCEDURE, AND TO MINIMIZE CONRJCTS WITH OTHER CONSTRUCTION OPERATIONS. 1.06 EXPLANATION OF CONTRACT DOCUMENTS A. DUE TO THE SCALE OF CONTRACT DOCUMENTS, IT IS NOT POSSIBLE TO SHOW ALL OFFSETS, FITTING, OR SLEEVES WHICH MAY BE REQUIRED. CAREFULLY INSPECT ALL CONDITIONS OF WORK ACCORDING TO THE ACTUAL SITE AND PLAN INSTALLATION ACCORDINGLY FURNISHING ALL PIPE AND FITTINGS TO MEET THE SYSTEMS REQUIREMENTS. CONTRACTOR SHALL REPORT ANY CONFLICTS PRIOR TO BEGINNING WORK TO THE OWNER'S REPRESENTATIVE. WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING AND ARCHITECTURAL FEATURES. 1.07 SUBSTITUTIONS A. NO SUBSTITUTIONS OF IRRIGATION EQUIPMENT OR OTHER CONSTRUCTION MATERIALS WILL BE PERMITTED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF IRRIGATION EQUIPMENT SUBSTITUTIONS ARE ACCEPTED AND ARE OF LESS VALUE THEN THOSE SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. B. THE RIGHT TO CHANGE: THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO CHANGE THE MANUFACTURER, MODEL, AND/OR SIZES OF IRRIGATION EQUIPMENT TO BE FURNISHED, PROVIDED THAT THE COST OF SUCH EQUIPMENT CHANGES DO NOT EXCEED THE COST OF THE IRRIGATION EQUIPMENT IN THE ORIGINAL BID. THE CONTRACTOR SHALL BE NOTIFIED AND THE CHANGES CONFIRMED IN WRITING PRIOR TO THE IRRIGATION INSTALu\TION OPERATION COMMENCING. CHANGES !N ANY IRRIGATION EQUIPMENT FURNISHED rnAT REQUIRES A REDUCTION OR ADDITION IN COST SHALL REQUIRE AN ADJUSTMENT IN THE CONTRACT COST. 1.08 REJECTIONS A. ANY IRRIGATION EQUIPMENT AND/OR WORK MAY BE REJECTED IF IN THE OPINION OF THE OWNER'S REPRESENTATIVE SUCH DOES NOT MEET THE REQUIREMENT AND rnE SPECIFICATIONS. ALL REJECTED WORK AND/OR IRRIGATION EQUIPMENT SHALL BE REMOVED FROM THE SITE BY n;e CONTRACTOR AT HIS EXPENSE. REJECTED WORK SHALL BE REDONE IN A TIMELY MANNER AND APPROVED BY THE OWNER'S REPRESENTATIVE. 1.09 SUBMITTAL$ A. SUBSTITUTIONS: SUBMIT3 COPIES OF CATALOG INFORMATION ON MATERIALS WHICH ARE TO BE SUBMITTED FOR SUBSTITUTION. COMPLETE MATERIAL LIST SHALL BE SUBMITTED PRIOR TO PERFORMING N;Y WORK. NO SUBSTITUTION WILL BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. 1.10 RECORD CONTRACT DOCUMENTS (AS-BUILT) INFORMATION A. A SET OF CONTRACT DOCUMENTS SHALL BE KEPT AT THE SITE OFFICE DURING CONSTRUCTION. ALL WORK THAT IS INSTALLED SHALL BE REVIEWED FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS. IF NEW WORK OR WORK AS SHOWN ON THE CONTRACT DOCUMENTS IS DIFFERENT, THE CONTRACTOR SHALL NOTE THE INSTALLATION 'RECORD DRAWING', THE MARKED CONTRACT DOCUMENTS SHALL BE KEPT CURRENT AS THE WORK PROGRESSES AND SHALL BE AVAILABLE FOR INSPECTION BY THE OWNER'S REPRESENTATIVE UPON REQUEST. AT 2 WEEKS PRIOR TO THE "NOTICE OF COMPLETION", THESE OR A COPY OF THE AS-BUILT CONTRACT DOCUMENTS SHALL BE DELIVERED TO THE LANDSCAPE ARCHITECT. FINAL IRRIGATION AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL MYLARS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO SECURITIES RELEASE. 1.11 DELIVERY, STORAGE, AND HANDLING A. DELIVER, UNLOAD, STORE, ANO HANDLE MATERIALS, PACKAGING, BUNDLING, PRODUCTS, IN DRY, WEATHERPROOF, WATERPROOF CONDITION IN MANNER TO PREVENT DAMAGE, BREAKAGE, DETER!ORATION, INTRUSION, IGNITION, EXCESSIVE EXPOSURE TO SUN, AND VANDALISM. DELIVER IN ORIGINAL UNOPENED PACKAGING CONTAINERS PROMINENTLY DISPLAYING MANUFACTURER NAME, VOLUME, QUANTITY, CONTENTS, INSTRUCTIONS, AND CONFORMANCE TO LOCAL, STATE, AND FEDERAL LAW. REMOVE AND REPLACE CRACKED, BROKEN, OR CONTAMINATED ITEMS OR ELEMENTS PR EMA TU RELY EXPOSED TO MOISTURE, INCLEMENT WEATHER, SNOW, ICE, TEMPERATURE EXTREMES, FIRE, OR JOB SITE DAMAGE. B. HANDLING OF PVC PIPE -EXERCISE CARE IN HANDLING, LOADING AND STORING OF PVC PIPE. ALL PVC PIPE SHALL BE TRANSPORTED IN A VEHICLE WHICH ALLOWS LENGTH OF PIPE TO LIE FLAT SOAS NOT TO SUBJECT IT TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOADS. ALL SECTIONS OF PIPE THAT HAVE BEEN DENTED OR DAMAGED SHALL BE DISCARDED, AND IF INSTALLED, SHALL BE REMOVED AND REPLACED WITH NEW PIPING. 1.12 PUBLIC SAFETY A. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO INSURE THE SAFETY OF ALL WORKERS, PEDESTRIANS AND ADJACENT PROPERTY IN ACCORDANCE WITH CALIFORNlNOSHA REQUIREMENTS. THE U,,NDSCAPE ARCHITECT AND/OR CONSULT ANTS 00 NOT PRACTICE OR CONSULT IN THE FIELD OF SAFETY ENGINEERING. THE LANDSCAPE ARCHITECT DOES NOT DIRECT THE CONTRACTORS OPERATIONS AND lS NOT RESPONSIBLE FOR PERSONNEL OTHER THAN OUR OWN ON THE SITE. THE SAFETY OF OTHERS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IF HE CONSIDERS ANY OF THE RECOMMENDED ACTIONS IN THE CONTRACT DOCUMENTS TO BE UNSAFE. B. PROTECTION OF PROPERTY: 1. PRESERVE AND PROTECT ALL TREES, PLANTS, MONUMENTS, STRUCTURES, AND PAVED AREAS FROM DAMAGE DUE TO WORK OF THIS SECTION. IN THE EVENT DAMAGE DOES OCCUR, ALL DAMAGE SHALL BE COMPLETELY REPAIRED OR REPLACED TO SATISFACTION OF OWNER AND PAID BY CONTRACTOR. 2. PROTECT BUILDINGS, WALKS, WALLS, AND OTHER PROPERTY FROM DAMAGE. MARK AND BARRICADE OPEN DITCHES. DAMAGE CAUSED TO ASPHALT, CONCRETE, OR OTHER BUILDING MATERIAL SURFACES SHALL BE REPAIRED OR REPLACED AT NO COST TO OWNER. RESTORE DISTURBED AREAS TO ORIGINAL CONDITION. REPLACEMENT OF PAVING AND CURBS -WHERE TRENCHES AND LINES CROSS EXISTING ROADWAYS, PATHS, CURBING, ETC., DAMAGE TO THESE SHALL BE KEPT TO A MINIMUM AND SHALL BE RESTORED TO ORIGINAL CONDITION. C. EXISTING TREES: 1. ALL TRENCHING OR OTHER WORK UNDER LIMB SPREAD OF ANY AND ALL EVERGREENS OR LOW BRANCHING DECIDUOUS MATERIAL SHALL BE DONE BY HAND OR BY OTHER METHODS SO AS TO PREVENT DAMAGE TO LIMBS OR BRANCHES. 2. WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING TREES, USE ALL POSSIBLE CARE TO AVOID INJURY TO TREES AND TREE ROOTS. EXCAVATION, IN AREAS WHERE 2 INCH ANO LARGER ROOTS OCCUR, SHALL BE DONE BY HAND. ROOTS 2 INCHES OR LARGER IN DIAMETER, EXCEPT DIRECTLY IN THE PATH OF PIPE OF CONDUIT, SHALL BE TUNNELED UNDER AND SHALL BE HEAVILY WRAPPED WITH BURLAP TO PREVENT SCARRING OR EXCESSIVE DRYING. WHERE A TRENCHING MACHINE IS OPERATED CLOSE TO TREES HAVING ROOTS SMALLER THAN 2 INCHES IN DIAMETER, WALL OF TRENCH ADJACENT TO TREE SHALL BE HAND TRIMMED, MAKING CLEAN CUTS THROUGH ROOTS. ROOTS 1 INCH AND LARGER IN DIAMETER SHALL BE PAINTED WITH TWO COATS OF "TREE SEAL", TRENCHES ADJACENT TO TREES SHALL BE CLOSED WITHIN 24 HOURS, AND WHEN THIS IS NOT POSSIBLE, SIDE OF TRENCH ADJACENT TO TREE SHALL BE KEPT SHADED WITH MOISTENED BURLAP OR CANVAS. D. PROTECTION ANO REPAIR OF UNDERGROUND LINES 1. REQUEST PROPER UTILITY COMPANY TO STAKE EXACT LOCATION AND DEPTH OF ALL UNDERGROUND ELECTRIC, GAS, OR TELEPHONE LINES. TAKE WHATEVER PRECAUTIONS ARE NECESSARY TO PROTECT THESE UNDERGROUND LINES FROM DAMAGE. IN THE EVENT DAMAGE DOES OCCUR, All DAMAGE SHALL BE REPAIRED BY CONTRACTOR, AND ALL COSTS OF SUCH REPAIRS SHALL BE PAID BY CONTRACTOR. 1.13 WARRANTY/GUARANTEE A. CONTRACTOR SHALL WARRANT MATERIALS AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM NOTICE OF COMPLETION. CONTRACTOR SHALL GUARANTEE WORKMANSHIP FOR SIMILAR PERIOD. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING MATERIAL WARRANTY ITEMS WITH MANUFACTURER/DISTRIBUTOR. B. SETTLING OF BACKFILLED TRENCHES WHICH MAY OCCUR DURING GUARANTEE PERIOD SHALL BE REPAIRED BY CONTRACTOR AT NO EXPENSE TO OWNER, INCLUDING COMPLETE RESTORATION OF DAMAGED PROPERTY. C. EXPENSES DUE TO VANDALISM PRIOR TO NOTICE OF COMPLETION SHALL BE BORNE BY CONTRACTOR. 1.14 MAINTENANCE A. FURNISH THE FOLLOWING MAINTENANCE ITEMS TO OWNER PRIOR TO NOTICE OF COMPLETION: 1. (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING, AND ADJUSTING EACH TYPE OF SPRINKLER HEAD AND VALVE SUPPLIED ON THIS PROJECT. 2. (2) KEYS FOR EACH AUTO MA TIC CONTROLLER, LOCKING VALVE BOXES AND LOCKING QUICK COUPLERS. 3. (4) IRRIGATION HEADS WITH NOZZLES (OF EACH TYPE USED) FOR EVERY 100 IRRIGATION HEADS USED. 4. OPERATION MANUALS FOR CONTROLLERS AND ANY OTHER EQUIPMENT USED ON PROJECT. 5. A REDUCED KEY MAP OF THE SITE HIGHLIGHTING EACH VALVE CONTROL AREA WITH A DIFFERENT COLOR. THIS MAP SHALL BE LAMINATED AND SHALL FIT INSIDE OF THE CONTROLLER BOX. PART 2.00 MATERIALS 2.01 PIPE AND FITTINGS A. MAIN LINES (CONSTANT PRESSURE) 2" AND LARGER SHALL BE POL YVINYL-CHLORIOE (PVC) 1120-160/200 P.S.I., CLASS 315 WITH SOLVENT WELD CONNECTIONS; 1-112" AND SMALLER SHALL BE PVC SCHEDULE 40. 1. SOLVENT WELD MAIN LINE: AT CHANGES IN DIRECTION OR BRANCH MAINS, USE APPROPRIATE SCHEDULE 40 PVC FITTINGS AS APPROVED BY THE UNIFORM PLUMBING CODE. B. LATERAL LINES (NON-PRESSURE) 314" ANO LARGER SHALL BE CLASS 200 PVC PLASTIC PIPE. 1. SOLVENT WELD LATERAL LINE: AT CHANGES IN DIRECTION OR BRANCH MAINS, USE APPROPRIATE SCHEDULE 40 PVC FITTINGS AS APPROVED BY THE UNIFORM PLUMBING CODE. C. FLEXIBLE TUBING SHALL BE PVC FLEXIBLE AS SPECIFIED IN CONTRACT DOCUMENTS. D. CONNECTIONS BETWEEN MAIN LINES AND REMOTE CONTROL VALVES SHALL BE OF SCHEDULE BO PVC (THREADED BOTH ENDS) NIPPLES AND FITTINGS. E. RISERS SHALL BE AS FOLLOWS: SCHEDULE BO PVC THREADED NIPPLES AND SCHEDULE 80 PVC ELLS AS SHOWN IN THE CONSTRUCTION DETAILS. 2.02 MISCELLANEOUS INSTALLATION MATERIALS A. SOL VENT CEMENT AND PRIMER FOR SOLVENT WELD JOINTS SHALL BE OF MAKE AND TYPE APPROVED BY MANUFACTURER($) OF PIPE AND FITTINGS. CEMENT SHALL BE MAINTAINED AT PROPER CONSISTENCY THROUGHOUT USE. B. PIPE JOINT COMPOUND SHALL BE NON-HARDENING, NON-TOXIC MATERIALS DESIGNED SPECIFICALLY FOR USE ON THREADED CONNECTIONS IN WATER CARRYING PIPE. PERFORMANCE SHALL BE SAME AS TEFLON TAPE. 2.03 MISCELLANEOUS EQUIPMENT A. PROVIDE ALL EQUIPMENT CALLED FOR BY THE CONTRACT DOCUMENTS. B. VALVE BOXES: 1. MANUAL VALVES, DRIP LINE BLOW-OUT STUBS, AND WIRE SPLICE BOX- AMETEK 10" CIRCULAR BOX. 2. 3I4 INCH THROUGH 2 INCH CONTROL VALVES-AMETEK 12" STANDARD BOX. 3. DRIP VALVE ASSEMBLIES -AMETEK 12" STANDARD BOX. C. ELECTRICAL CONTROL WIRING: 1. LOWVOLTAGE: D. ELECTRICAL CONTROL WIRE -AWG UF UL APPROVED NO 14 GAUGE DIRECT BURIAL COPPER WIRE FOR ALL CONTROL WIRES, AND NO. 14 GAUGE DIRECT BURIAL COPPER WIRE FOR ALL COMMON WIRES. E. WIRE COLORS: 1. CONTROL WIRES -RED. 2. COMMON WIRES -WHITE. 3. MASTER VALVE WIRES-BLUE. 4. SPARE WIRES -GREEN (LABELED AT TERMINATIONS\. F. IF MULTIPLE CONTROLLERS ARE UTILIZED, AND WIRE PATHS OF DIFFERENT CONTROLLERS CROSS EACH OTHER, BOTH COMMON N;O CONTROL WIRES FROM EACH CONTROLLER SHALL BE DIFFERENT COLORS APPROVED BY LANDSCAPE ARCHITECT. G. CONTROL WIRE CONNECTIONS SHALL BE MADE WITH 3M DIRECT BURY SPLICE, RAIN BIRO PENTITE CONNECTORS, OR SIMILAR DRY SPLICE METHOD. 1. HIGH VOLTAGE-WIRE SIZE AND TYPE SHALL BEAS REQUIRED BY LOCAL CODES, ORDINANCES AND PROPER SIZE TO ACCOMMODATE NEEDS OF EQUIPMENT SERVICED. H. ELECTRIC CONTROL VALVES -AS SPECIFIED IN CONTRACT DOCUMENTS. I. SPRINKLER HEADS -AS SPECIFIED IN CONTRACT DOCUMENTS. FABRICATE RISER UNITS IN ACCORDANCE WITH DETAILS IN CONTRACT DOCUMENTS-WITH RISER NIPPLES OF SAME SIZE AS RISER OPENING IN SPRINKLER BODY. J. PRESSURE GAUGES -SHALL BE AS SPECIFIED IN CONTRACT DOCUMENTS K. STRAINER -SHALL BE AS SPECIFIED IN CONTRACT DOCUMENTS L. PRESSURE REDUCING VALVE-AS SPECIFIED IN CONTRACT DOCUMENTS. M. AUTOMATIC CONTROLLER -AS SPECIFIED IN CONTRACT DOCUMENTS. N. BALL VALVES-AS SPECIFIED IN CONTRACT DOCUMENTS. O. BACKFLOW PREVENTION DEVICE -AS SPECIFIED IN CONTRACT DOCUMENTS. PART 3.00-INSTALLATION 3.01 PREPARATION A. SCHEDULE AND COORDINATE PLACEMENT OF MATERIALS ANO EQUIPMENT IN MANNER TO EFFECT THE EARLIEST COMPLETION OF WORK IN CONFORMANCE WITH CONSTRUCTION AND PROGRESS SCHEDULE. 3.02 LAYOUT A. LAY OUT WORK AS A CC URA TEL Y AS POSSIBLE IN ACCORDANCE WITH DIAGRAMMATIC CONTRACT DOCUMENTS. WHERE CONDITIONS DO NOT PERMIT LOCATION OF PIPING, VALVES AND HEADS WHERE SHOWN, NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY AND DETERMINE RELOCATION IN JOINT CONFERENCE B. RUN PIPELINES AND AUTOMATIC CONTROL WIRING IN COMMON TRENCHES WHEREVER PRACTICAL. 3.03 EXCAVATING AND TRENCHING A. INSTALL SLEEVING UNDER EXISTING ASPHALT PAVING AND CONCRETE WALKS, TO ACCOMMODATE PIPING AND WIRING. B. TRENCHING -TRENCH EXCAVATION SHALL FOLLOW, AS MUCH AS POSSIBLE, LAYOUT SHOWN IN CONTRACT DOCUMENTS. DIG TRENCHES STRAIGHT ANO SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. TRENCH BOTTOM SHALL BE CLEAN ANO SMOOTH WITH ALL ROCK AND ORGANIC DEBRIS REMOVED. PRESSURE SUPPLY LINE TRENCHES SHALL BE OVER-EXCAVATED AS REQUIRED TO ALLOW FOR BEDDING MATERIAL. 1. CLEARANCES: A. PIPING SMALLER THAN 3 INCHES -TRENCHES SHALL HAVE A MINIMUM WIDTH OF 7 INCHES. B. LINE CLEARANCE-PROVIDE NOT LESS THAN 6 INCHES OF CLEARANCE BETWEEN EACH LINE, ANO NOT LESS THAN 12 INCHES OF CLEARANCE BETWEEN LINES OF OTHER TRADES. 2. PIPE AND WIRE DEPTH: A. PRESSURE SUPPLY PIPING -18 INCHES FROM TOP OF PIPE TO FINISHED GRADE. B. NON-PRESSURE PIPING (POP-UP) -12 INCHES FROM TOP OF PIPE TO FINISHED GRADE. C. CONTROL WIRING -SIDE OF PRESSURE SUPPLY LINE. 3. BORING WILL BE PERMITTED ONLY WHERE PIPE MUST PASS UNDER OBSTRUCTION($) WHICH CANNOT BE REMOVED. IN BACKFILLING BORE, FINAL DENSITY OF BACKFILL SHALL MATCH THAT OF SURROUNDING SOIL. IT IS ACCEPTABLE TO USE SLEEVES OF SUITABLE DIAMETER INSTALLED FIRST BY JACKING OR BORING, AND PIPE LAID THROUGH SLEEVES. OBSERVE SAME PRECAUTIONS AS THOUGH PIPE WERE INST ALL ED IN OPEN TRENCH. 3.04 ASSEMBLING PIPELINES A. ALL PIPE SHALL BE ASSEMBLED FREE FROM DIRT AND PIPE SCALE. FIELD CUT ENDS SHALL BE REAMED ONLY TO FULL DIAMETER WITH ROUGH EDGES AND BURRS REMOVED. B. SOLVENT WELD JOINT: EACH INSTALLER SHALL BE PROPERLY TRAINED IN TECHNIQUES FOR MAKING CORRECT JOINTS PRIOR TO PERFORMING WORK ON THE SITE: 1. PREPARE JOINT BY FIRST MAKING SURE THE PIPE END IS SQUARE, THEN DEBURRING THE PIPE END AND CLEANING PIPE AND FITTING OF DIRT, DUST AND MOISTURE. 2. SNAKE PIPE IN TRENCH AS MUCH AS POSSIBLE TO ALLOW FOR EXPANSION AND CONTRACTION. 3. DRY-INSERT PIPE INTO FITTING TO CHECK FOR MIS-SIZING. PIPE SHOULD ENTER FITTING 113 TO 2/3 DEPTH OF SOCKET. 4. LAY PIPE AND MAKE ALL PLASTIC TO PLASTIC JOINTS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 5. SOLVENT WELD JOINTS SHALL BE MADE BY PROCESS AND MATERIALS AS RECOMMENDED BY THE MANUFACTURER. 6. CURE JOINT A MINIMUM OF THIRTY (30) MINUTES BEFORE HANDLING AND AT LEAST (24) HOURS BEFORE ALLOWING WATER IN THE PIPE. C. THREADED JOINT: 1. FIELD THREADING OF PLASTIC PIPE OR FITTINGS IS NOT PERMITTED. FACTORY- FORMED THREADS ONLY WILL BE PERMITTED. 2. FACTORY-MADE NIPPLES SHALL BE USED WHEREVER POSSIBLE. FIELD-CUT THREADS !N METALLIC PIPE WILL BE PERMITTED ONLY WHERE ABSOLUTELY NECESSARY. WHEN FIELD THREADING, CUT THREADS ACCURATELY ON AXIS WITH SHARP DIES. 3. ALL THREADED JOINTS SHALL BE MADE UP WITH PIPE JOINT COMPOUND. APPLY COMPOUND TO MALE THREADS ONLY. 4. WHERE ASSEMBLING METALLIC PIPE TO METALLIC FITTING OR VALVE, NO MORE THAN THREE (3) FULL THREADS SHALL BE VISIBLE WHEN JOINT IS MADE UP. 5. WHERE ASSEMBLING SOFT METAL (BRASS OR COPPER) OR PLASTIC PIPE, USE STRAP TYPE FRICTION WRENCH ONLY; DO NOT USE METAL-JAWED WRENCH. D. CAP OR PLUG OPENINGS AS PIPELINE IS ASSEMBLED TO PREVENT ENTRANCE OF DIRT OBSTRUCTION. REMOVE CAPS OR PLUGS ONLY WHEN NECESSARY TO CONTINUE ASSEMBLY. E. WHERE PIPES OR CONTROL WIRES PASS THROUGH SLEEVES, PROVIDE REMOVABLE NON-DECAYING PLUG AT ENOS OF SLEEVE TO PREVENT ENTRANCE OF EARTH. 3.05 REMOTE CONTROL VALVES A. INSTALL WHERE SHOWN IN CONTRACT DOCUMENTS ANO GROUP TOGETHER WHERE PRACTICAL. LIMIT ONE REMOTE CONTROL VALVE PER BOX. B. LOCATE VALVE BOXES 12" FROM AND PERPENDICULAR TO WALK EDGES, BUILDINGS AND WALLS. PROVIDE 6" BETWEEN VALVE BOXES WHERE VALVES ARE GROUPED TOGETHER. C. THOROUGHLY FLUSH MAIN LINE BEFORE INSTALLING VALVE. 0. INSTALL IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. E. LABEL CONTROL LINE WIRE AT EACH VALVE WITH A 2114" X 2 3/4" POLYURETHANE ID. TAG, INDICATING IDENTIFICATION NUMBER OF VALVE (CONTROLLER AND STATION NUMBER). ATTACH LABEL TO CONTROL WIRE ANO LOCATE INSIDE VALVE BOX. F. INSTALL VALVE BOXES FLUSH WITH GRADE IN LAWN AREAS AND 2" ABOVE GRADE IN SHRUB AREAS. 3.06 AUTOMATIC CONTROL WIRING A. RUN WIRING ALONG PRESSURIZED MAINLINES WHEREVER PRACTICAL. TIE WIRES IN BUNDLES WITH PIPE WRAPPING TAPE AT 10' INTERVALS AND ALLOW SLACK FOR CONTRACTION BETWEEN STRAPPING. B. LOOP A MINIMUM OF THREE (3) FEET OF EXTRA WIRE IN EACH VALVE BOX; BOTH CONTROL WIRE AND GROUND WIRE. C. CONNECTIONS SHALL BE MADE BY CRIMPING BARE WIRES WITH BRASS CONNECTORS AND SEALING WITH EPOXY RESIN SEALER PACKS. D. SPLICING WILL NOT BE PERMITTED BETWEEN VALVES AND CONTROLLER. E. WHERE CONTROL LINES PASS UNDER PAVING, THEY SHALL PASS THROUGH SCHEDULE 40 ELECTRICAL PVC CONDUIT. F. (INST ALL ALL CONTROL WIRE SPLICES NOT OCCURRING AT CONTROL VALVE IN A SEPARATE SPLICE VALVE BOX.) NOT APPLICABLE TO THIS CONTRACT -OMIT G. INSTALL ONE CONTROL WIRE FOR EACH CONTROL VALVE. H. RUN (1) SPARE, NO. 14 GAUGE WIRE FROM CONTROLLER PEDESTAL TO EACH ELECTRIC CONTROL VALVE MANIFOLD ON EACH AND EVERY LEG OF PRESSURE SUPPLY LINE. I. LABEL SPARE WIRES AT CONTROLLER mo WIRE STUB BOX. 3.07 AUTOMATIC CONTROLLER A. PROVIDE ANO INSTALL AUTOMATIC IRRIGATION CONTROLLER IN APP ROXI MA TE LOCATIONS SHOWN IN CONTRACT DOCUMENTS. VERIFY THE EXACT LOCATION ON THE SITE WITH THE LANDSCAPE ARCHITECT. PROVIDE CONDUIT AND WIRE AND CONNECT TO 120 VOLT SWITCH (POWER BY OTHERS) ACCESSIBLE TO CONTROLLER FOR EASE OF MAINTENANCE. B. CONNECT CONTROL LINES TO CONTROLLER IN SEQUENTIAL ARRANGEMENT ACCORDING TO ASSIGNED IDENTIFICATION NUMBER OF VALVE. EACH CONTROL LINE WIRE SHALL BE LABELED AT CONTROLLER WITH A PERMANENT NON-FADING LABEL INDICATING STATION NUMBER OF VALVE CONTROLLED. ATTACH LABEL TO CONTROL WIRE. 3.08 BACKFILLING A. BACKFILLING -DO NOT BEGIN BACKFILLING OPERATIONS UNTIL REQUIRED SYSTEM TESTS HAVE BEEN COMPLETED. LEAVE TRENCHES SLIGHTLY MOUNDED TO ALLOW FOR SETTLEMENT AFTER BACKFILLING IS COMPLETED. TRENCHES SHALL BE FINISH GRADED PRIOR TO WALK-THROUGH OF SYSTEM BY LANDSCAPE ARCHITECT. 1. MATERIALS -EXCAVATED MATERIAL IS GENERALLY CONSIDERED SATISFACTORY FOR BACKFILL PURPOSES AFTER COMPLETING BEDDING REQUIREMENTS. BACKFILL MATERIAL SHALL BE FREE OF RUBBISH, VEGETABLE MATTER. FROZEN MATERIALS, AND STONES LARGER THAT 2 INCHES lN MAXIMUM DIMENSION. DO NOT MIX SUBSOIL WITH TOPSOIL MATERIAL NOT SUITABLE FOR BACKFILL SHALL BE HAULED AWAY. CONTRACTOR SHALL PROVIDE SUITABLE BACKFILL IF EXCAVATED MATERIAL IS UNACCEPTABLE OR NOT OF SUFFICIENT AMOUNT TO MEET BACKFILL, COMPACTION, AND FINAL GRADE REQUIREMENTS. 2. OPEN EXCAVATIONS SHALL BE PROTECTED IN ACCORDANCE WITH OSHA REGULATIONS. 3. COMPACT BACKFILL TO 90% MAXIMUM DENSITY IN s• LIFTS, DETERMINED IN ACCORDANCE WITH ASTM 0155-7 UTILIZING THE FOLLOWING METHODS: B. MECHANICAL TAMPING. C. PUDDLING OR PONDING. PUDDLING OR PONDING AND/OR JETTING IS PROHIBITED WITHIN 10'--0" OF BUILDING OR FOUNDATION WALLS. D. PIPING UNDER PAVING: 1. PROVIDE FOR A MINIMUM COVER OF 36 INCHES BETWEEN THE TOP OF THE PIPE AND THE BOTTOM OF THE AGGREGATE BASE FOR ALL PRESSURE AND NON PRESSURE PIPING INSTALLED UNDERASPHALTIC CONCRETE OR CONCRETE PAVING. 2. PIPING LOCATED UNDER AREAS WHERE ASPHALT OR CONCRETE PAVING WILL BE INST AL LED SHALL BE BEDDED WITH CONSTRUCTION GRADE SAND OR SQUEEGEE (A LAYER 6 INCHES BELOW PIPE AND 4 INCHES ABOVE PIPE), 3. COMPACT BACKFILL MATERIAL IN 6 INCH LIFTS AT 95% MAXIMUM DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01557 USING MANUAL OR MECHANICAL TAMPING DEVICES. 4. CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENTS SHALL BE INSTALLED IN THE SEPARATE PVC CORRESPONDING TO THE TYPE DEPTH SPECIFIED ABOVE. 5. SET IN PLACE, CAP, AND PRESSURE TEST ALL PIPING UNDER PAVING, IN PRESENCE OF OWNER PRIOR TO BACKFILLING mo PAVING OPERATIONS. 6. PIPING UNDER EXISTING WALKS OR CONCRETE PAVEMENT SHALL BE DONE BY JACKING, BORING, OR HYDRAULIC DRIVING, BUT WHERE CUTTING OR BREAKING OF WALKS ANO/OR CONCRETE IS NECESSARY, IT SHALL BE DONE AND REPLACED AT NO COST TO OWNER. OBTAIN PERMISSION AND PRIOR APPROVAL TO CUT OR BREAK WALKS AND/OR CONCRETE FROM OWNER. 3.09 SPRINKLER HEADS A. THOROUGHLY FLUSH LINES BEFORE INSTALLING HEADS. B. LOCATE HEADS AS SHOWN IN THE CONTRACT DOCUMENTS AND DETAILS AND NO CLOSER THAN 12" TO BUILDINGS. C. ADJUST SPRINKLER HEADS FOR PROPER DISTRIBUTION AND TRIM NOT TO SPRAY ONTO WALKS, BUILDINGS, ETC. D. ADJUST PART CIRCLE HEADS FOR PROPER COVERAGE. PLANT PLACEMENT SHALL NOT INTERFERE WITH INTENDED SPRINKLER HEAD COVERAGE, PIPING, OR OTHER EQUIPMENT. CONSULTANT MAY REQUEST NOZZLE CHANGES OR ADJUSTMENTS WITHOUT ADDITIONAL COSTS TO THE OWNER. 3.10 TESTS A. NOTIFY U-.NDSCAPE ARCHITECT AT LEAST 48 HOURS IN ADVANCE OF TESTING. B. PERFORM TESTING AT CONTRACTORS OWN EXPENSE. C. CENTER LOAD PIPING WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING OR SLIPPING UNDER PRESSURE. NO FITTING SHALL BE COVERED. 0. FLUSHING-AFTER PIPING, RISERS, AND VALVES ARE IN PLACE AND CONNECTED, BUT PRIOR TO INSTALLATION OF SPRINKLER HEADS, THOROUGHLY FLUSH PIPING SYSTEM UNDER FULL HEAD OF WATER PRESSURE FROM DEAD END FITTINGS. MAINTAIN FLUSHING FOR 5 MINUTES THROUGH FURTHERMOST VALVES. CAP RISERS AFTER FLUSHING. E. APPLY THE FOLLOWING TESTS AFTER SOLVENT WELD PLASTIC PIPE JOINTS HAVE CURED AT LEAST 24 HOURS. F. TESTING -CONDUCT TESTS IN PRESENCE OF LANDSCAPE ARCHITECT. ARRANGE FOR PRESENCE OF LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE OF TESTING. SUPPLY FORCE PUMP AND ALL OTHER TEST EQUIPMENT. 1. AFTER BACKFILLING, AND INSTALLATION OF ALL CONTROL VALVES, FILL IN PRESENCE OF LANDSCAPE ARCHITECT WITH WATER, AND PRESSURIZE TO 40 P.S.I. OVER THE DESIGNATED STATIC PRESSURE OR 125 P.S.I., WHICHEVER IS GREATER, FOR A PERIOD OF 6 HOURS. 2. LEAKAGE, PRESSURE LOSS -TEST IS ACCEPTABLE IF NO LEAKAGE OR LOSS OF PRESSURE IS EVIDENT DURING TEST PERIOD. 3. LEAKS. DETECT AND REPAIR LEAKS. 4. RETEST SYSTEM UNTIL TEST PRESSURE CAN BE MAINTAINED FOR DURATION OF TEST. 5. TEST REMOTELY CONTROLLED LATERAL LINES WITH WATER AT 100 P.S.I. FOR 2 HOURS AND VISUALLY INSPECT FOR LEAKS. RETEST AFTER CORRECTING DEFECTS. 3.11 ADJUSTING A. UPON COMPLETION OF INSTALLATION, "FINE-TUNE" ENTIRE SYSTEM BY REGULATING VALVES, ADJUSTING PATTERNS AND BREAK-UP ARMS/SCREWS.AND SETTING PRESSURE REDUCING VALVES AT PROPER PRESSURE TO PROVIDE OPTIMUM AND EFFICIENT COVERAGE. FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAYS, AND BUILDINGS. HEADS OF THE SAME TYPE SHALL BE OPERATING AT SAME PRESSURE. B. IF IT IS DETERMINED THAT IRRIGATION ADJUSTMENTS WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, MAKE SUCH ADJUSTMENTS PRIOR TO NOTICE OF COMPLETION, AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS MAY ALSO INCLUDE CHANGES IN NOZZLE SIZES, DEGREES OF ARC, ANO CONTROL VALVE THROTTLING. C. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE DESIGNATED. O. AREAS WHICH DO NOT CONFORM TO DESIGNATED OPERATION REQUIREMENTS DUE TO UNAUTHORIZED CHANGES OR POOR INSTALLATION PRACTICES SHALL BE IMMEDIATELY CORRECTED AT NO ADDITIONAL COST TO THE OWNER. 3.12 CLEANING A. MAINTAIN CONTINUOUS CLEANING OPERATION THROUGHOUT WORK. DISPOSE OF, OFF-SITE AT LEGAL DISPOSAL SITE ANO AT NO ADDITIONAL COST TO OWNER, ALL TRASH OR DEBRIS GENERATED BY INSTALLATION OF IRRIGATION SYSTEM. -END OF SECTION- 11 AS BUil T 11 APPROVED FOR PLAN'I'ING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF' PLANTING AREAS. TITLE _________ _ REVIE\./ED BY: INSPECTOR L-1.8 DATE DATE ~ CITY OF CARLSBAD ~ 1---+----+----------------+-------l--....L-----L--____J LJ1_j PLANNING DEPARTMENT L__1Qj ~=='.:============----'====== PALOMAR COMMONS-LOWE'S SCHMIDT DESIGN GROUP, INC. IRRIGATION SPECIFICATIONS BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 DATE INITIAL SOG PROJECT NO: 09-502 PLT DATE: APRIL 2012 ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROVED ,, (" , ( (....-, '=:\\..;fr '1' .,~.,~ . PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: RV\./D BY: SOP 09-05 468-5L PLANT SCHEDULE TREES BOTANICAL NAME COMMON NAME CHILOPSIS LINEARIS DESERT WILLOW PINUS CANARIENSIS CANARY ISLAND PINE • PODOCARPUS GRACILIOR FERN PINE QUERCUS ILEX HOLLY OAK QUERCUS ILEX HOLLY OAK ' • TRISTANIA CONFERTA BRISBANE BOX - cil~ SYAGRUS ROMANZOFFIANUM QUEEN PALM • CVl?,-~<: SYAGRUS ROMANZOFFIANUM QUEEN PALM (, J BOTANICAL NAME COMMON NAME © ROSMARINUS OFFICINALIS PROSTRATE ROSEMARY 'LOCKWOOD DE FOREST 0 CARISSA MACROCARPA NATAL PLUM 0 CEANOTHUS X ·coNCHA" CALIFORNIA LILAC ® CISTUS X PURPUREUS ORCHID ROCKROSE 0 DIETES BICOLOR FORTNIGHT LILY & FICUS PUMILA CREEPING FIG EB LANTANA MONTEVIDENSIS 'GOLDRUSH' TRAILING LANTANA 0 RAPHIOLEPIS INDICA "BALLERINA' INDIAN HAWTHORNE 0 CALLISTEMON CITRINUS LEMON BOTTLEBRUSH 0 CALLISTEMON CITRINUS 'LITTLE JOHN' DWARF BOTTLE BRUSH 0 RHUS INTEGRIFOLIA LEMONADE BERRY 0 ANISODONTEA X HYPOMANDARUM CAPE MALLOW t":\ \J BACCHARIS PILULARIS 'PIGEON POINT DWARF COYOTE BUSH GROUND COVERS BOTANICAL NAME COMMON NAME GAZANIA RIGENS LEUCOLAENA TRAILING GAZANIA QTY 24" BOX 5 24" BOX 5 24"BOX 19 24" BOX 1 48"BOX 2 24"BOX 70 7-10' BTH 22 15'BTH 1 CONT QTY 1 GALLON 71 5GALLON 44 SGALLON 98 1 GALLON 70 1 GALLON 264 SGALLON 34 5 GALLON 62 1 GALLON 62 SGALLON 4 5 GALLON 126 SGALLON 51 5 GALLON 12 SGALLON 63 CONT QTY PODOCARPUS SHALL BE INSTALLED WITH MAIN LEADER INTACT (OR WILL BE REJECTED) PALOMAR AIRPORT ROAD STREET TREE LARGE SPECIMEN TREE (SEE ALSO DWG 468-SM) LARGE SPECIMEN TREE (SEE ALSO DWG 468-oM FOR LOCATION OF 6 LARGE SPECIMEN PALMS.) REMARKS WUCOLS:L 2·xs· GROUNDCOVER WUCOLS: UM-TALL SCREEN SHRUB WUCOLS:L WUCOLS: L 4X4 WUCOLS LIM WUCOLS LIM WUCOLS: L 24" HT X 3· -6' WIDE GROUNDCVR WOCOLS: L 2"HT X 4"SP; ROSY FLOWERS WUCOLS: L WUCOLS:L WUCOLS:L WULCOLS:-UM 4X4 WUCOLS:L REMARKS 1 GAL@ 18" QC 984 SF WULCOLS: L GAZANIA TO BE INSTALLED IN ALL PLANTER EXCLUDING SEEDED AREAS BIO-SWALE PLANTING: BIOSWALE SHURBS 0 * A ◊ * @ 0 0 * <D ~ ~' ', SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION JN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 BOTANICAL NAME COMMON NAME CONT QTY REMARKS BAMBUSA MULTIPLEX 'ALPHONSE KARR' ALPHONSE KARR BAMBOO 5 Gallon 6 15'-25' TALL SCREENING SHRUB CAREXSENTA CAREX SPISSA CYPERUS PAPYRUS DARMERA PEL TATA IRIS PSEUDACORUS JUNCUS ENSIFOLIUS JUNCUS PATENS JUNCUS TEXTILIS MIMULUS CARDINALIS IRIS MISSOURIENSIS SDG PROJECT NO: 09-502 PLTDATE: APRIL2012 SWAMP SEDGE 5Gallon 12 3'X3' SAN DIEGO SEDGE 1 Gallon 9 3·x4· PAPYRUS 1 GALLON 6 10'-15' TALL SCREENING SHRUB INDIAN RHUBARB 5GALLON 5 6'-8' TALL YELLOW FLAG 5 Gallon 5 4'X5' SWORDLEAF RUSH 1 Gallon 14 3·x3· CALIFORNIA GRAY RUSH 1 Gallon 22 2·x2· BASKET RUSH 5 Gallon 7 6'X6' SCARLET MONKEY FLOWER 5 Gallon 15 30"X30" BLUE FLAG 1 gal @18" o.c. 12"-20" GRDCV PLANTING LOCATED WITHIN THE BIOSWALES SHALL BE FULLY KNITTED IN, AND PROVIDE COMPLETE COVERAGE OF THE SWALE AREA IN ORDER TO PROVIDE A WORKING FILTER PRIOR TO BUILDING OCCUPANCY PERMITS BEING SIGNED. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. L-2.0 11 AS BLJIL T 11 TITLE ________ _ DATE REVIE\,/ED BY, INSPECTOR DATE CITY OF CARLSBAD PLANNING DEPARTMENT SHEETS 19 l-----------t---+-------+---------+-------+----+----1LJTI :==:::'...'.::==========:::'...'.::===='. DATE INITIAL DATE INITIAL DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PALOMAR COMMONS-LOWE'S PLANTING LEGEND APPROVED 11~ -I (,,_, ~[._.;ft PLANNING OWN BY: PROJECT NO. CHKD BY: RV\,/D BY, SOP 09-05 "1 ,11,, l'L DATE DRAWING NO. 468-5L SHEET KEY (NTS) ~ --£.1 I I -- L-2.4 ~--~-:" c;' I I '. !l • \ -\ ~ 11(.--~-•.CCC ~ : .\ C '),~ f··., , ---f' I -I ~ ~--.. ,,:-;: f ... \ l.-~";\ 11 \ t; 1·1 Ii .. l-1 -r i/ / /~ '. ,r,1 I\ __ ___..-i . 11 l r I J) ,V {/.· ·s -°'-1 lJ_,- -' . I I SCHMIDT DESIGN GROUP, INC. BALANCING AHISTIC EXPRESSION lN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Uc. CA 2138, NV 219, AZ 34139 lv1 H c:-:J SDG PROJECT NO: 09-502 PLT DATE: APRIL 2012 I t;;; 0 z 0' 10' 20' SCALE: 1"=20'-0" 40' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ --~--'------\~--r~ -------ti...-I... \..-...._ \ \ \ \ \ -------(~ \:\0 "' \ \ \ DWG. 68-5M FOR ADJACENT LANDSCAPE AREAS. I I \ ? lvfATCff tlN APPROVED FOR PLAN'rING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUIL T 11 TITLE _______ _ REVIE\,/ED BY, INSPECTOR L-2.2 DATE DATE 1------+--+-------------l-----------+---1-----------+~-~ CITY OF CARLSBAD ~9 '.=:~==::::'.':===PL:::A::N:::N::IN::G:::::=D:=EP::A:::R::T::::M:::E::::N::T ===='--=LJ!Lj=:::::::::=='- PALOMAR COMMONS-LOWE'S PLANTING PLAN APPROVED ,~4--f'.11-,,,ft ~ .I~. 1-Z- PLANNING DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RV\,/D BY, SOP 09-05 468-5L EASEMENT -~------------------- 200.33- GJ-\ROE.N -0 0 cE.N1E.R 0 -~~-'\ S Sf 3'\ ,7 ~ \'c,...>-:::::~IOSWALE \ I \ \ SCREENING ib1r.~ rll~--:SHRUBS ALONG WALL SHEET KEY (NTS) ci \ I I I I I I I I I I I I I I I I I I I \ I I I ) E~EMENT +--I ';' \------1; I ~ EA I I I I I \ ~-LAL TRANS 1 SIGHT, VISIBIL/TY I I \ I I I --r -------MATCH LINE: SEE 2.5 SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 I I \ \ I I /', ;~--~\:; I tt, 3 \ \ \ \ \ ~, ~~ vi f-~, ""' '\ 05 I \ I I I I I I I I I I I I I I 1------r-\ ' I I I I "' I I I I I I I I I I\ I \ I I I I I I I \ \ \ ~ ii I I I I I I;; 0 z 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 II ii I [I 1 1 I I I I I I I 1 \ \ I I \ I \ \ \ \ \ \ \ \ \ \ \ \ I ----•1 APPROVED FOR PLANTING o· 10· 20· SCALE: 1 "-20'-0" 40' AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. L-2.3 11 AS TITLE _______ _ DATE REVIE\JED BY, INSPECTOR DATE SHEETS ~ CITY OF CARLSBAD >------+--+----------------------+----+----1----+------1 L__!§j PLANNING DEPARTMENT :==='---===========--==~ 19 SDG PROJECT NO'. 09-502 PLTDATE: APRIL2012 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL APPROVED / PLANNING DWN BY: DATE INITIAL CHKD BY: CITY APPROVAL RV\JD BY, PALOMAR COMMONS-LOWE'S PLANTING PLAN , •j & , ~I...;\\- PROJECT NO. SOP 09-05 't -1~ • l't DATE DRAWING NO. 468-5L SEE DWG. 468-5M FOR ADJACENT LANDSCAPE AREAS. 275.38 I I \ \ \ \o I l I p "' \ "" ' IIP---EASEMENT I \ \ \ r. GREENING SHRUBS \ I I zi]¾\ • \ \ I ~ I ~ I I t,_ \ I >< I \ I \ I I \ \ I EEDW. \ \ 468-5M F-· ~ ADJACEN~ ' LANOSGA' AREAS& L. \ \ I I I I I -' I I \ I I I I I I I \ ~ I ""'-\ I "" \ I \ I cf) cf) • -c-<t N UNLOADING\ ZONE FOR DELIVERIES (PARALLEL PARKING AREA TO PARK AND ALSO ALLOW ROOM TO MANEUVER AROUND FOR THRU TRAFFIC) 12" A~EAS. ----- SHEET KEY (NTS) DING TYPE eUIL BUILDING AREA TOTAL eUIL CAP£ AREA LANDS KING pROVID£D PAR NDiARD sTA ADA WIDE MOD- 122,231 SF 31,718 SF 4,780 SF 158,729 SF 71,566 SF ,ACT STALLS coMPri cARTcoRAALS TOTAL 415 SPACES 12sPAc£S 77SPAC£S 13 SPACES 517 SPACES = ~ ' "-'l I 11"\Ji,11•!~ I I • . • . \ ·:c c:; • f" . . --:'I \ ' 111 • ~ ;1 ~-f~~~-11 ;I \1 ,'.] r ,1/ni · I ,._·1 . "11., \~\~-------. t .)·/._ '\) ·. 'I SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462. facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2.138, NV 219, AZ 34139 SDG PROJECT NO: 09-502 PLTDATE; APRIL2012 I I;; 0 z EASEMENT O' 10' 20' SCALE: 1"=20'-0" \<'---"' I I I I ---==r~===-==-~i ,R ct -I W1--1--'iQ C 40• APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF' PLANTING AREAS. 11 AS BUIL T 11 TITLE ______ _ REVIE\./ED BY, INSPECTOR Ir z Rn 1m L-2.4 DATE DATE r------t--t----------+--+-----1-----+----l ~6 CITY OF CARLS BAD ~9 ~~==='--'====P=LA=N=N::::IN::::G =:D:::::EP::::A::::RT:::::M:=EN:::::::T===--'=~==:::==: DATE INITIAL DATE !NIT!AL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PALOMAR COMMONS-LOWE'S PLANTING PLAN APPROVED /tlz-4"., v( ~-~l-o-lt PLANNING DWN BY: PROJECT NO. CHKD BY: SOP 09-05 RV\./D BY, "1, I;. 1-Z. DATE DRAWING NO. 468-5L PLANTING NOTES: 1. CONTRACTOR SHALL REVIEW PLANTING SPECIFICATIONS BEFORE BEGINNING WORK 2. CONTRACTOR SHALL REVIEW PLANTING INSTALLATION DETAILS PRIOR TO BEGINNING WORK 3. CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR WITH CONDITIONS UNDER WHICH WORK SHALL BE DONE PRIOR TO BIDDING. 4. ALL WORK WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF CARLSBAD, OR THE OTHER GOVERNING AGENCIES AND THE TECHNICAL SPECIFICATIONS FOR THE PROJECT. COMPLY WITH CARLSBAD LANDSCAPE MANUAL APPENDIX SECTION IV.E SLOPE REVEGETATION/EROSION CONTROL REQUIREMENTS. 5. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING WORK. 6. FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. CONTRACTOR SHALL MAINTAIN A MINIMUM 2% DRAINAGE AWAY FROM BUILDINGS AND PAVING INTO DRAINAGE STRUCTURES OR TO STREET (SEE ENGINEERS GRADING AND DRAINAGE PLAN). CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS IN MAINTAINING DRAINAGE. 7. OWNER'S REPRESENTATIVE SHALL APPROVE ALL FINISH GRADING PRIOR TO PLACEMENT OF ANY PLANT MATERIAL. 8. CONTRACTOR SHALL IMMEDIATELY, UPON THE AWARD OF THE CONTRACT, ORDER, LOCATE AND PURCHASE (OR HAVE HELD) ALL PLANT MATERIAL REQUIRED BY THESE PLANS AND SPECIFICATIONS. 9. CONTRACTOR SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE FOR OBSERVATION AT THE FOLLOWING TIMES: --PRE-CONSTRUCTION MEETING --MAINLINE· PRIOR TO BACKFILL AND PRESSURE TEST --LATERAL LINES -PRIOR TO BACKFILL --CONTROL WIRES -PRIOR TO BACKFILL --TREE LOCATIONS -PRIOR TO PLANTING -IRRIGATION COVERAGE -PRIOR TO PLANT PLACEMENT -PLANT APPROVAL AND SPOTTING PRIOR TO PLANTING -PRE-MAINTENANCE APPROVAL --POST-MAINTENANCE/FINAL APPROVAL. 10. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REPAIRS MADE NECESSARY THROUGH THE ACTIONS OR NEGLIGENCE OF HIS EMPLOYEES AND SUBCONTRACTORS. 11. SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. ACTUAL TYPES AND QUANTITIES WILL BE BASED ON SOIL ANALYSIS PROVIDED BY CONTRACTOR. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM THREE (3) LOCATIONS IN DIFFERENT AREAS OF THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS (SAMPLES SHALL BE TAKEN FROM THE CENTER, WEST SIDE, AND EAST SIDE OF THE PROPERTY. TEST SHALL BE A FIRM APPROVED BY THE CITY AND SHALL INCLUDE TESTS FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY ORGANIC CONTENT N, P, K; PH; EC; SOIL TEXTURE; AND RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATION. CONTRACTOR SHALL FURNISH THE PROJECT LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE WITH A COPY OF TEST RESULTS AND RECEIVE WRITTEN APPROVAL FOR AMENDMENTS/SOIL PREPARATION PRIOR TO INSTALLATION. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. BID MIX FOR TURF AREAS: SOIL AMENDMENTS BID MIX SHALL BE THE FOLLOWING PER 1000 SQUARE FEET: -4 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT 'KELLOG NITRO MULCH' -20 LBS. GRO-POWER PLUS -100 LBS. GYPSUM "SOIL PREP" TO BE MIXED INTO THE TOP 6" OF SOIL THROUGHOUT THE SITE EXCEPT ON SLOPES GREATER THAN 3:1. BID MIX FOR SHRUB AREAS: PLANTING AND BACKFILL MIX FOR PLANT PITS AND TABLETS SHALL BE AS FOLLOWS PER CUBIC YARD: • 70% OF NATIVE SOIL -30% NITROGEN STABILIZED ORGANIC AMENDMENT -16 LBS GRO-POWER PLUS -2 LBS. FERROUS SULFATE THOROUGHLY BLEND THE ABOVE AT A CENTRAL ON-SITE LOCATION PRIOR TO USE. THE FERROUS SULFATE SHOULD NOT CONTACT PAVING SURFACES AS STAINING WILL RESULT. 12. SHRUB AND GROUNDCOVER MASS QUANTITIES ARE SHOWN ON PLANS. UNDERPLANT ALL TREES WITH THE ADJACENT SHRUB ANDI OR GROUNDCOVER AS INDICATED BY THE PLANS. PLANTS SHALL BE INSTALLED WITH TRIANGULAR SPACING. PLANT GROUNDCOVERS TO WITHIN 12" OF TREE OR SHRUB STEMS. 13. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. WHERE SHRUB SYMBOLS ARE MASSED, CONTRACTOR SHALL MAINTAIN A CONSISTENT ON CENTER, TRIANGULAR SPACING AS SPECIFIED IN LEGEND. CONTRACTOR SHALL VERIFY PLANT TOTALS FOR BID PURPOSES. 14. ALL ROCKS AND DEBRIS TWO INCH (2") AND LARGER SHALL BE REMOVED FROM PLANTING AREAS AND THEN FROM THE SITE TO A LEGAL SITE OF DISPOSAL. WHERE THE GRASS IS TO BE LOCATED, ALL ROCKS AND DEBRIS ONE INCH (1") AND LARGER SHALL BE REMOVED FROM THE SITE TO A LEGAL SITE OF DISPOSAL. 15. PRIOR TO BEGINNING THE PLANTING OPERATION, IRRIGATE ALL PLANTING AREAS NORMALLY FOR TWO WEEKS TO GERMINATE WEEDS. APPLY CONTACT HERBICIDE TO WEEDS ONLY PER MANUFACTURER, MONSANTO "ROUND-UP" OR EQUAL. REPEAT PROCESS IF WEEDS PERSIST. 16. PERCOLATION TEST SHALL BE CONDUCTED IN ACCORDANCE WITH THE LANDSCAPE SPECIFICATIONS. 17. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE THOROUGHLY WATERED. 18. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY OWNER'S REPRESENTATIVE DUE TO CONDITION, FORM OR DAMAGE BEFORE OR AFTER PLANTING. 19. ALL TREES WITHIN 5' OR LESS OF HARDSCAPE SHALL BE INSTALLED WITH A ROOT BARRIER. ROOT BARRIER SHALL BE INSTALLED PARALLEL TO HARDSCAPE SURFACE FOR A DISTANCE OF 10' FROM THE CENTER LINE OF THE TREE TRUNK IN BOTH DIRECTIONS, ORAS INDICATED ON PLAN. ROOT BARRIER TO BE MANUFACTURED BY "DEEPROOT" OR "BIO-BARRIER" OR EQUIVALENT. 20. PLANTING TABLETS SHALL BE GRO-POWER PLANTING TABLETS 12-8-8 (12 MONTH SLOW RELEASE FORMULATION). 21. 1 GALLON GROUND COVER MATERIALS SHALL BE PLANTED TO WITHIN 12" DF ADJACENT SHRUB STEMS. MATCH LINE: SEE 2.3 -;---i-------~;;;=il4ic,-:==,-Hf/ I ~ I -\JGt-y \ I\ 0 \ \ "'1 _. \j~- 0' EJ}SEMENT IJGt-- \jGt-- ~ I (,G's<' \ \ \ \jGt-- W I ,g\" \jGt---f ,' W U ~\ f 0' I _J_..--:/~ I I ~ _F'LANT Vlt:JES ALONGWfLL, TYP. \ 1 I .X:.'\'--_ \ -\- \ ~E DWG. 1 464·5M FOR 1 AD AGENT 1 LA DSCAPE 1 I I I I r~~J~==:r=~:S~===J· II \ \ .~--------,, f / II 22. ALL PLANTING BEDS SHALL HAVE THREE INCH THICK MULCH LAYER. "MULCH" SHALL BE BARK MULCH 11 ~ , ~ FROM ONE OF THE FOLLOWING SOURCES: SHREDDED FIR OR SHREDDED CEDAR. RATES AS SPECIFIED ___ _\\1 \1;---+-'r7r'l f 1 IRE HYDRANT AR s. II 63' I -- -----E.X R.dW ~ I ~ '--, ON PLANS, FREE OF STICKS, STONES, CLAY OR OTHER FOREIGN MATERIAL. CONTRACTOR SHALL -\\ I \ \\ f , "°' , '-- SUBMIT SAMPLE To THE PROJECT LANoscAPE ARCHITECT AND owNER"s REPRESENTATIVE FOR z....J I sEMENT---._,~t-;~,,_'U ~"" ,ff , APPROVAL PRIOR TO DELIVERY TO THE JOB SITE. y~"-/'-'--,,9 23. ALL PLANTING SHALL BE GUARANTEED THROUGH THE ESTABLISHMENT PERIOD (SEE PLANTING Bk SPECIFICATIONS). ESTABLISHMENT PERIOD SHALL BE 90 DAYS. TREES AND SHRUBS SHALL BE GUARANTEED FOR A PERIOD DF ONE YEAR, BEGINNING FROM THE DATE OF THE FINAL ACCEPTANCE OF I-I THE ESTABLISHMENT PERIOD. ~ I 24. AT COMPLETION OF THE ESTABLISHMENT PERIOD, APPLY COMMERCIAL FERTILIZER (15-15-15) AT ~j,- 2LBS/1000SF TO TURF AREAS ONLY AND WATER IMMEDIATELY WITH A THOROUGH IRRIGATION CYCLE. I 25. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL AREAS IN A WEED AND DEBRIS-FREE JL::::::::~::::.=::J CONDITION THROUGHOUT THE ESTABLISHMENT PERIOD. L 26. COORDINATE PLACEMENT OF TREES WITH SITE LIGHTING. CANOPY OF TREE AT ULTIMATE SIZE SHALL NOT BE PLACED SO AS TO CONFLICT WITH LIGHTING THROW ALONG WALKWAYS. 27. PLANT MATERIAL SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILIAR TO THOSE OF THE PROJECT SITE. 28. CONTRACTOR SHALL PROVIDE ADDITIONAL PLANT MATERIAL AS SPECIFIED BY LANDSCAPE ARCHITECT AT TIME OF INSTALLATION. PLANT SPECIES SELECTION BY LANDSCAPE ARCHITECT. IF ALL MATERIALS ARE NOT USED, THE CONTRACTOR SHALL CREDIT THE OWNER THE BALANCE OF THE AMOUNT. -17+0 2" ~ --_, " \' r\ \. /o/ II ;\.';" -~ H~R~( \ _. ~ --I 0' I I 1 1 I\/ I E DWG. r'l\ I \~\ I 468-M FOR \ .5, \\ \ I.I ADJ ENT \ ;,,______......--LA APE ARE \ \ I I, \ ~LTRANS 1 l 0 SGHT 1 25' \ V \IBILITY \ GAS \ C -0 G \ rn \ C:') -- -- -----THE CONTRACTOR SHALL BID THE FOLLOWING MATERIAL IN ADDITION TO PLANTS SHOWN ON ATTACHED PLANS.: ----I 20 -15 GALLON ESPALLIER 15 -24" BOX TREES 25 -15 GALLON TREES 50 • 5 GALLON SHRUBS 50 -1 GALLON SHRUBS 20 -FLATS ANNUAL COLOR 20 -FLATS GROUNDCOVER 29. SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: A. STANDARD #1 -COVER CROP/REINFORCED STRAW MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF A QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE 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 THIRTY (30) DAYS. TYPE OF REINFORCED STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. B. STANDARD #2 -GROUND COVER: ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). C. STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). . at par\<.11"\9 Lot -\\ I\,___ = ~7 --l ----l\'1 co RP .\J =1----i\J \J\f\Sr. I ~v I I I 3 4 5 I I LEGEND: CD ADJACENT SURFACE PER PLAN @ ALL REBAR SEE CIVIL DRAWINGS ® 4X10X16 CMU CAM PH ER CAP COLOR TO MATCH PERIMETER WALL I I I I D. STANDARD #4-TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. 30. SLOPES -6:1 OR STEEPER AND: VARIES PER CIVIL PLAN 0 BLOCK TEXTURE OR STONE VENEER; COLOR TO MATCH BUILDING, CONTRACTOR TO SUBMIT COLOR/TEXTURE BLOCK SAMPLE MATCHING BUILDINGS FOR FINAL APPROVAL. A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. B. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2 AND#3. C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3, AND #4. 31. AREAS GRADED FLATTER THAN 6:! REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISABLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. 32. PROVIDE EROSION CONTROL HYDROSEED MIX ON ALL SLOPES PRIOR TO PLANTING. 2 11 i I lffi I ~ 1111 l'ill~-• --~~ "'"T"f_ffiwP- WALL SECTION ELEVATION NOTES: WALL PER CIVIL DRAWINGS COMPACT SUBGRADE PER SOILS REPORT A. REFER TO CIVIL DRAWINGS FOR CMU WALL AND FOOTING CONSTRUCTION DETAILS. \ \ 33. THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. 1 c---------------------0 CMU WALL W/CAP N O SCALE SHEET KEY (NTS) SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92.103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com lie. CA 2138, NV 219, AZ 34139 SDG PROJECT NO: 09-502 PLTDATE: APRIL2012 I ~ 0 z O' 10' 20' SCALE: 1 "=20'-0" w APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ REVIE\JED BY, INSPECTOR L-2.5 DATE DATE ~ CITY OF CARLSBAD ~ t-----t-----+----------------f-----+---t---+-----1 L.2ZJ PLANNING DEPARTMENT L_1Q_j ~='....'.:==========--==~ PALOMAR COMMONS-LOWE'S PLANTING PLAN APPROVED 11; ~~H....,,1r v '1-1~· l't- PLANNING DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RV\JD BY, SOP 09-05 468-5L 4 ,-....._ 2TIMES ROOT BALL WIDTH /7 PREVAILING yw1ND j j __ l 11-=I I 1=111 1 11= '_,' ------19 0 TREE PLANTING -STAKED ---f 2" I 6" ® GROUNDCOVER PLANTING LEGEND 0 PLANTING BACKFILL PER NOTES AND SPECIFICATIONS. 0 ROUGHEN SIDES AND BOTTOM OF PIT. 0 FINISHED GRADE. 0 0 © 0 "CINCH-TIE" MANUF. BYV.I.T. COMPANY, INC .. ATTACH PER MANUF. SPEC'S. AND SECURE WITH FURRING NAIL AT STAKE. 3" MULCH LA YER PER PLANS ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. (2) 2" DIA. X 8' LONG LODGEPOLE STAKES. NOTE: USE TWO STAKES FOR TREE'S 15 GALLON AND LARGER. WATER BASIN. PLANTING TABLETS PER NOTES AND SPECIFICATIONS. SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING. TREE GUARD FOR ALL TREES LOCATED IN LAWN. TRUNK GUARD -'TREE BOOT" V.I.T. COMPANY, INC. NO SCALE LEGEND: 0 EXISTING SUBGRADE 0 AMENDED PLANTING BACKFILL PER PLANTING NOTES & SPECIFICATIONS (SEE PLANS) ® ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. 0 FINISHED GRADE. @ 2" MULCH LAYER INSTALLED BEFORE PLANTING © PLANT TYPE AND SPACING AS SPECIFIED ON PLANS (j) EDGE OF PLANTING AREA ® DISTANCE FROM EDGE OF PLANTER TO CENTER OF PLANT TO BE 112 THE SPECIFIED SPACING. NO SCALE 0 ~----14 • 0 , . 0 . - 0 • 0 0 11 -I) ' --"-----,.__ • 0 3 TIMES ROOT BALL WIDTH (WHERE POSSIBLE) LEGEND 0 0 0 0 0 ROOT BARRIER EXTEND 12'-0" FROM TRUNK OF TREE IN EACH DIRECTION ALONG FACE OF PAVING CONCRETE PAVING PER PLAN (WHERE APPLICABLE) EXTEND TOP OF ROOT BARRIER 112" MINIMUM ABOVE FINISHED GRADE TREE PLANTING PER DETAILS CONCRETE CURB PER PLANS (WHERE APPLICABLE) NOTES: A. CONTRACTOR SHALL INSTALL AND ASSEMBLE ROOT BARRIER PER MANUFACTURERS RECOMMENDATIONS Bf-------------® ROOT BARRIER 2 ·' . .-.. - 'II= ·, □ .· -· ... 2TIMES LEGEND 0 0 0 0 0 0 0 © 0 PLANTING BACKFILL PER NOTES AND SPECIFICATIONS. ROUGHEN SIDES AND BOTTOM OF PIT. FOR SLOPE CONDITIONS CHAMFER SLOPE TO PREVENT EROSION. FINISHED GRADE. ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. (3) INCH MULCH LA YER OR (2) INCH D.G. SEE PLANS. WATER BASIN. PLANTING TABLETS PER NOTES AND SPECIFICATIONS. SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING. REAR OF PLANTING PIT SHALL BE GRADED TO A MAXIMUM OF 1:1 SLOPE. EROSION CONTROL FABRIC SHALL BE INSTALLED ON THIS SLOPE TO CONTROL EROSION WHILE PLANTS ESTABLISH. SHRUB PLANTING/NATIVE SHRUB PLANTING ON SLOPE NO SCALE SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WlTH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92.103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2.138, NV 2.19, AZ 34139 NO SCALE SDG PROJECT NO: 09-502 PLT DATE: APRIL 2012 LEGEND 0 PLANTING BACKFILL PER NOTES AND SPECIFICATIONS. 0 ROUGHEN SIDES AND BOTTOM OF PIT. r---1 6 0 FINISHED GRADE. ,-;;:;:;,:,_~ 0 3" MULCH LAYER PER PLANS -~-___ :::11 F -. . . 11 [~ ~~ fs\ ROOTBALL SLIGHTLY HIGHER THAN 11 -I 11 111 11 : .· .•. -· ·. . . . . 11-11 1=1 11 c,; FINISHED GRADE. 1=111 -11 = .· , .a· ·• o ·_ -.. -. ,_I: i=,.. f"6' wATER BASIN. 1,-I .... •_·:-\::_,I 2 \--./'_J'T-~,-,;:;--,_I ... :·--~---..;,.· _ .. :__,;. ~~,::.;:..:,.;:."""i~-· ... '.;;.~·..;.:-~:;.I:' "----I ? 0 PLANTING TABLETS PER NOTES AND -SPECIFICATIONS. l 0 SOIL BALL RESTING ON FIRM SOIL TO 1 \---✓ _ 2 TIMES "---'-,,----18 AVOID SETTLING. 'I ROOT BALL WIDTH 'I @)~_S_H_R_UB_P_LA_N_T_IN_G ________________ _ NO SCALE 10 1 2 T!MES ROOT BALL WIDTH l • ® TREE PLANTING ON SLOPE /-i PREVAILING "-._,-JWJND LEGEND z ,a 6 ' " 0 0 0 0 0 0 0 0 0 ® @) ® PtANTING BACKFILL PER NOTES AND SPECIFICATIONS. ROUGHEN SIDES AND BOTTOM OF PIT. CHAMFER SLOPE TO PREVENT EROSION. FINISHED GRADE. (3) INCH MULCH LAYER ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. "CINCH-TIE• MANUF. BY V.I.T. COMPANY, INC .. ATTACH PER MANUF. SPEC'S. ANO SECURE WITH FURRING NAlLAT STAKE. (2) 2• D!A. X 8' LONG LODGEPOLE STAKES. NOTE: USE nrvo STAKES FOR TREE'S 15 GALLON AND lARGER. WATER BASIN. PLANTING TABLETS PER NOTES AND SPECIFICATIONS. SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING. REAR OF PLANTING PIT SHALL BE GRADED TO A MAXIMUM OF 1:1 SLOPE. EROSION CONTROL FABRIC SHALL BE INSTALLED ON THIS SLOPE TO CONTROL EROSION WHILE PLANTS ESTABLISH. NO SCALE 11 AS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCA'fION OF PLANTING AREAS. TITLE ________ _ REVJE\JED BY, INSPECTOR L-2.6 DATE DATE ~ CITY OF CARLSBAD ~ 1-----1---+--------------~--1----+---1-----+---1 l__!§_j PLANNING DEPARTMENT l_J_§!_j :======'-==========-====: PALOMAR COMMONS-LOWE'S PLANTING DETAILS APPROVED liw.)u ,~l~ 1-1;. /-Z. PLANNING DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL C!TY APPROVAL RV\JD BY, SOP 09-05 468-5L PLANTING SPECIFICATIONS PART I GENERAL 1.01 GENERAL REQUIREMENTS A. CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND SITE RESTRICTIONS. B. CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL SITE UTILITIES. ANY UTILITY OR GRADING INFORMATION PROVIDED ON THE CONTRACT DOCUMENTS IS FOR THE CONTRACTOR'S REFERENCE. THERE IS NO GUARANTEE AS TO THE ACCURACY OF THE INFORMATION. CONTRACTOR SHALL LOCATE AND VERIFY UTILITY LOCATIONS TO HIS SATISFACTION .. C. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL REPAIRS MADE NECESSARY BY THE NEGLIGENCE OF HIS CREWS. D. THE GENERAL AND SPECIAL CONDITIONS AND NOTES OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN. E. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED PRIOR TO BEGINNING WORK AS TO ANY DISCREPANCIES BETWEEN THE RECOMMENDATIONS ON THE CONTRACT DOCUMENTS AND THE SITE CONDITION UNDER WHICH WORK IS TO BE PERFORMED. 1.02 ORDINANCES AND REGULATIONS A. ALL LOCAL, MUNICIPAL AND STATE LAWS AND RULES & REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE ABOVE RULES, REGULATIONS, OR REQUIREMENTS OF THE SAME. HOWEVER, WHEN THE SPECIFICATIONS AND/OR DRAWINGS CALL FOR, OR DESCRIBE MATERIALS, WORKMANSHIP OR CONSTRUCTION OF BETTER QUALITY, HIGHER STANDARDS OR A LARGER SIZE, SPECIFICATIONS AND/OR DRAWINGS SHALL TAKE PRECEDENCE OVER THE REQUIREMENTS OF THE SAID RULES AND REGULATIONS. B. CONTRACTOR SHALL OBTAIN PERMITS AND PAY ALL FEES ASSOCIATED WITH THE CONSTRUCTION OF THE IMPROVEMENTS. 1.03 SCOPE OF WORK A. THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY TO PERFORM THE WORK ON THE CONTRACT DOCUMENTS AND AS SPECIFIED HEREIN AND AS REQUIRED TO COMPLETE THE CONTRACT PROPERLY. B. THE CONTRACTOR SHALL PROTECT THE WORK, ADJACENT PROPERTY AND THE PUBLIC, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE, INJURY AND LOSS DUE TO HIS ACTS OR NEGLECT. C. THE CONTRACTOR SHALL SUBMIT UNIT COSTS TO THE OWNER FOR ADDITIONS OR DELETIONS TO THE CONTRACT DRAWINGS. D. WORK NOT INCLUDED: N.I.C., BY OTHERS, EXISTING. 1.04 DEFINITIONS A. LANDSCAPE ARCHITECT: QUALIFIED PROFESSIONAL OVERSEEING CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE WORK AS IDENTIFIED IN THE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL CONTACT OWNER TO ASCERTAIN NAME OF INDIVIDUAL OR FIRM APPOINTED AS THE OVERSEEING PARTY. 1.05 SCHEDULE OF WORK A. UPON AWARD OF THE CONTRACT A WORK SCHEDULE SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR CARRYING OUT THE WORK. UPON APPROVAL, NO MODIFICATIONS SHALL BE MADE TO THIS SCHEDULE WITHOUT THE WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. B. FINISH GRADING AND LANDSCAPE INSTALLATION SCHEDULE OF WORK SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE, IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. 1.06 COORDINATION A. CONTRACTOR SHALL REPORT TO THE LANDSCAPE ARCHITECT ANY DEVIATIONS BETWEEN CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND THE SITE. FAILURE TO DO SO PRIOR TO THE INSTALLATION OF THE IMPROVEMENTS AND RESULTING IN REPLACING, AND/OR RELOCATING IMPROVEMENTS, SHALL BE AT THE CONTRACTOR'S EXPENSE. B. CARE SHALL BE TAKEN TO COORDINATE THE WORK AT ALL TIMES WITH OTHER CONTRACTORS WORKING IN AND ADJACENT TO THE AREAS IN THIS CONTRACT. THIS IS TO INSURE AN ORDERLY AND EFFICIENT INSTALLATION PROCEDURE, AND TO MINIMIZE CONFLICTS WITH OTHER CONSTRUCTION OPERATIONS. 1.07 STANDARDS A. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH SOUND NURSERY PRACTICE. PLANTING SHALL BE PERFORMED BY PERSONNEL FAMILIAR WITH PLANTING PROCEDURES AND UNDER THE SUPERVISION OF A QUALIFIED PLANTING FOREMAN. THE CONTRACTOR SHALL PROVIDE THE NAME, ADDRESS AND PHONE NUMBER OF THE JOB SUPERVISOR FOR 24 HOUR AVAILABILITY. THE SUPERVISOR SHALL BE AVAILABLE TO ALLEVIATE EMERGENCY SITUATIONS AS THEY ARISE AND SHALL BE ON THE JOB SITE WHEN EVER PLANTING IS IN PROGRESS. B. PROVIDE PLANT MATERIALS TRUE TO NAME AND VARIETY ESTABLISHED BY "SUNSET WESTERN GARDEN BOOK", PUBLISHED BY LANE PUBLISHING, MENLO PARK, CA 1995. C. PLANT MATERIALS SHALL COMPLY WITH THE RECOMMENDATIONS AND REQUIREMENTS OF ANSI STANDARDS FOR TYPE AND SPECIES CALLED FOR ON PLANTING PLAN. PROVIDE SINGLE STEM TREE EXCEPT WHERE SPECIAL FORMS ARE SHOWN OR LISTED. 1.08 SUBSTITUTIONS A. NO SUBSTITUTIONS OF PLANT MATERIALS OR OTHER CONSTRUCTION MATERIALS WILL BE PERMITTED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF PLANT MATERIAL SUBSTITUTIONS ARE ACCEPTED AND ARE OF LESS VALUE THEN THOSE INDICATED OR SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. B. THE RIGHT TO CHANGE: THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO CHANGE THE SPECIES, VARIETY, AND/OR SIZES OF PLANT MATERIALS TO BE FURNISHED, PROVIDED THAT THE COST OF SUCH PLANT CHANGES DOES NOT EXCEED THE COST OF THE PLANTS IN THE ORIGINAL BID. THE CONTRACTOR SHALL BE NOTIFIED AND THE CHANGES CONFIRMED IN WRITING PRIOR TO THE PLANTING OPERATION COMMENCING. CHANGES IN THE SIZE OR VARIETY OF ANY PLANT MATERIAL FURNISHED THAT REQUIRES A REDUCTION OR ADDITION IN COST SHALL REQUIRE AN ADJUSTMENT IN THE CONTRACT COST PRIOR TO PLANTING. 1.09 REJECTIONS A. ANY MATERIAL AND/OR WORK MAY BE REJECTED IF IN THE OPINION OF THE LANDSCAPE ARCHITECT SUCH DOES NOT MEET THE REQUIREMENT AND THE SPECIFICATIONS. ALL REJECTED MATERIALS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AT HIS EXPENSE. REJECTED WORK SHALL BE REDONE IN A TIMELY MANNER AND APPROVED BY THE OWNERS REPRESENTATIVE. THIS INCLUDES MATERIALS THAT HA VE BEEN PLANTED WITHOUT PRIOR ACCEPTANCE. 1.10 PROTECTION OF PLANTS, EXISTING WORK AND IMPROVEMENTS A. THROUGHOUT CONSTRUCTION AND MAINTENANCE THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO UTILITIES, PAVING, PLANTING, STRUCTURES, FIXTURES, DRAINAGE AND IRRIGATION LINES, ETC .. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGE TO SUCH IMPROVEMENTS AND SHALL COMPLETELY REPAIR OR REPLACE THE SAME AT NO COST TO THE OWNER. B. EXISTING PLANT MATERIALS, PLANTING AREAS AND PLANTS SHALL BE PROTECTED AGAINST TRESPASSING, THEFT, VANDALISM AND DAMAGE OF ANY KIND. IF ANY PLANTS BECOME DAMAGED, STOLEN OR INJURED THEY SHALL BE TREATED OR REPLACED AT THE CONTRACTORS EXPENSE. REPLACEMENT PLANTS SHALL BE OF EQUAL VALUE OF THE ORIGINAL PLANT MATERIAL OR IF NO REPLACEMENT IS AVAILABLE, THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR THE COST OF THE MATERIAL AND INSTALLATION. THE LANDSCAPE ARCHITECT SHALL BE THE RESPONSIBLE PARTY IN DETERMINING THE CONDITION OF THE PLANT MATERIAL, SIZE OF REPLACEMENT AND /OR COST COMPENSATION. 1.11 CLEAN-UP A. DURING THE COURSE OF PLANTING OPERATIONS, EXCESS CONSTRUCTION WASTE MATERIALS SHALL BE REMOVED AND DISPOSED OF OFF-SITE AT A LEGAL DISPOSAL SITE. B. PRIOR TO NOTICE OF COMPLETION, THE ENTIRE LANDSCAPED AREA SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. 1.12 SITE OBSERVATIONS A. CONTRACTOR SHALL GIVE FORTY-EIGHT (48) HOURS NOTICE AND SET APPOINTMENTS FOR ALL SITE OBSERVATIONS. B. SITE OBSERVATIONS BY THE LANDSCAPE ARCHITECT SHALL BE SCHEDULED AS SPECIFIED IN THE NOTES ON PLANS OR AS DIRECTED BY THE OWNER. C. OBSERVATIONS SHALL BE CALLED FOR AT THE END OF ALL PLANTING OPERATIONS FOR THE PURPOSE OF DETERMINING COMPLIANCE WITH PLANS AND SPECIFICATIONS, INTENT, WORKMANSHIP, AND CLEANUP. CONTRACTOR SHALL SECURE WRITTEN VERIFICATION OF OBSERVATION DATA, AND MAKE ANY CORRECTIONS REQUIRED TO WORK BEFORE BEGINNING THE MAINTENANCE PERIOD. D. IN THE EVENT THE CONTRACTOR REQUESTS OBSERVATION OF WORK AND SAID WORK IS INCOMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBSERVATION COSTS INCURRED BY THE LANDSCAPE ARCHITECT. 1.13 FINAL SITE OBSERVATION AND ACCEPTANCE A. FINAL SITE OBSERVATION OF PLANTING WILL BE MADE AT THE CONTRACTORS REQUEST AND UPON COMPLETION OF THE MAINTENANCE PERIOD. B. THE WORK UNDER THIS CONTRACT WILL BE ACCEPTED BY THE LANDSCAPE ARCHITECT UPON THE SATISFACTORY COMPLETION OF ALL WORK, INCLUDING MAINTENANCE, BUT EXCLUSIVE OF THE GUARANTEE OF PLANT MATERIALS. 1.14 GUARANTEE AND REPLACEMENT A. THE CONTRACTOR SHALL GUARANTEE THAT ALL PLANTS PLANTED UNDER THIS CONTRACT SHALL BE IN GOOD, HEALTHY AND FLOURISHING CONDITION OF ACTIVE GROWTH AT THE END OF ONE GROWING YEAR FROM THE DATE OF ACCEPTANCE. ALL OTHER PLANT MATERIALS SHALL BE GUARANTEED UNTIL FINAL ACCEPTANCE OF THE MAINTENANCE PERIOD. B. ALL DEAD PLANTS AND ALL PLANTS THAT LOSE MORE THAN 30% OF THEIR ORIGINAL LEAVES, OR AS DETERMINED BY THE OWNER'S REPRESENTATIVE SHALL BE REPLACED WITHOUT COST TO THE OWNER WITHIN (10) DAYS OF NOTICE. C. REPLACEMENT PLANT MATERIAL AND SEEDING SHALL BE OF COMPARABLE QUALITY AND SIZE TO THAT WHICH WAS ORIGINALLY INSTALLED. ALL PLANT MATERIAL REPLACED SHALL BE GUARANTEED FOR THE ORIGINAL PERIOD, STARTING FROM THE DATE OF REPLACEMENT. 1.15 SUBMITTALS A. SUBMIT LIST WITH SOURCES AND QUANTITIES TO LANDSCAPE ARCHITECT OF SOIL AMENDMENTS, FERTILIZERS, PLANT MATERIALS, MULCH, SEEDS, AND SOD WITH QUANTITIES OF EACH TO BE USED ON THE JOB. RETAIN AND SUBMIT RECEIPTS AS REQUESTED BY THE LANDSCAPE ARCHITECT. 1.16 PUBLIC SAFETY A. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO INSURE THE SAFETY OF ALL WORKERS, PEDESTRIANS AND ADJACENT PROPERTY IN ACCORDANCE WITH CALIFORNINOSHA REQUIREMENTS. THE LANDSCAPE ARCHITECT AND HIS CONSULTANTS DO NOT PRACTICE OR CONSULT IN THE FIELD OF SAFETY ENGINEERING. WE DO NOT DIRECT THE CONTRACTORS OPERATIONS AND WE CAN NOT BE RESPONSIBLE FOR PERSONNEL OTHER THAN OUR OWN ON THE SITE. THE SAFETY OF OTHERS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IF HE CONSIDERS ANY OF THE RECOMMENDED ACTIONS IN THE CONTRACT DOCUMENTS TO BE UNSAFE. 1.17 AS-BUILT INFORMATION A. A SET OF CONTRACT DRAWINGS THAT ARE VERIFIED BY THE CONTRACTOR TO BE AN 'APPROVED SET OF THE GOVERNING AGENCY SHALL BE KEPT AT THE SITE OFFICE DURING CONSTRUCTION. ALL WORK THAT IS INSTALLED SHALL BE REVIEWED FOR CONFORMANCE WITH THE PLANS. IF NEW WORK OR WORK AS SHOWN ON THE PLANS IS DIFFERENT, THE CONTRACTOR SHALL NOTE THE INSTALLATION ON THE RECORD DRAWINGS. THE MARKED DRAWINGS SHALL BE KEPT CURRENT AS THE WORK PROGRESSES AND SHALL BE AVAILABLE FOR INSPECTION BY THE OWNER'S REPRESENTATIVE UPON REQUEST. AT 2 WEEKS PRIOR TO THE "NOTICE OF COMPLETION", THESE OR A COPY OF THE AS-BUil T DRAWINGS SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE. PART 2 -MATERIALS 2.01 PLANT MATERIALS A. All PLANTS SHALL BE NURSERY GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICES, AND SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT FOR AT LEAST ONE YEAR. B. PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE NORMAL HABITS OF GROWTH. THEY SHALL BE FREE OF DISEASE, INSECT PESTS OR THEIR EGGS, SUN-SCALE INJURES, ABRASIONS OR DISFIGUREMENTS, AND SHALL HAVE HEAL THY, WELL-DEVELOPED ROOT SYSTEMS. C. TREES SHALL HAVE STRAIGHT TRUNKS UNLESS OTHERWISE SPECIFIED, WITH THE LEADER INTACT, UNDAMAGED, AND UNCUT. DAMAGED OR PRUNED TERMINAL LEADERS WILL BE CAUSE FOR REJECTION. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY EXCEPT UPON THE SPECIAL APPROVAL OF THE LANDSCAPE ARCHITECT. D. ALL PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED ON THE PLANTING PLAN EXCEPT THAT PLANTS LARGER THAN SPECIFIED MAY BE USED. USE OF SUCH PLANTS SHALL NOT INCREASE THE CONTRACT PRICE . E. CONTAINER STOCK (1,5,15 GAL., AND BOX SIZES) SHALL HAVE GROWN IN THE CONTAINERS IN WHICH DELIVERED FOR AT LEAST 6 MONTHS BUT NOT OVER TWO YEARS, AND SHALL IN NO CASE BE ACCEPTED IF A ROOT BOUND CONDITION HAS BECOME PREVALENT. 2.02 LANDSCAPE MATERIALS A. "PLANTING TABLETS" SHALL BE BEST-TABS PLANTING TABLETS 20-10-5 10/21 GRAM TABLETS OR APPROVED EQUIVALENT. B. "MULCH" SHALL BE BARK OR WOOD MULCH FROM ONE OF THE FOLLOWING SOURCES: SHREDDED FIR OR CEDAR OR RECYCLED TREE AND SHRUB CLIPPINGS. MULCH SHALL BE GREATER THAN 1/4" DIAMETER AND NO LARGER THAN 112" DIAMETER. MULCH SHALL BE FREE OF STICKS, STONES, CLAY, CLODS, DEBRIS AND FOREIGN INORGANIC MATERIAL. C. "HERBICIDE" SHALL BE ROUND-UP BY MONSANTO CORPORATION. D. "PRE-EMERGENT" HERBICIDE SHALL BE TREFLAN, SURFLAN, EPTAN OR EQUIVALENT E. "MOW STRIPS" SHALL BE AS SPECIFIED ON CONSTRUCTION DOCUMENTS. F. "NAILS", ''WIRE", "HARDWARE", "STAPLES", AND "TURNBUCKLES" SHALL BE HOT DIPPED GALVANIZED. G. "TREE STAKES" SHALL BE 2" DIAMETER BY 8' LENGTH COPPER NAPTHENATE TREATED LODGE POLE PINE STAKES, OR EQUAL, ACCORDING TO THE FOLLOWING SCHEDULE: 15 GALLON 1 -8' STAKE 24" BOX OR LARGER 2-10' STAKES H. "EROSION CONTROL FABRIC BLANKET" SHALL BE NORTH AMERICAN GREEN, MODEL SC150 I. "ROOT BARRIERS" SHALL BE BIO-BARRIER BY DOW ELANCO 1(800) 352-6776. J. "DECORATIVE ROCKS" OR "BOULDERS" SHALL BE AS SPECIFIED ON PLANS. 2.03 HYDROSEED MATERIALS A. SEED MIX -AS SPECIFIED ON PLANS. B. ''WOOD PULP" SHALL BE SILVAFIBER BY WEYERHAUSER OR APPROVED EQUAL, AT A RATE OF 1000 LBS . ./ACRE. C. "TACKIFIER" SHALL BE M-BINDER FROM STOVER SEED OR APPROVED EQUAL, AT A RATE OF 60 LBS/ACRE. PART 3 -INSTALLATION 3.01 GENERAL REQUIREMENTS A. INSTALLER MUST EXAMINE THE SUBGRADE, VERIFY THE ELEVATION AND OBSERVE THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. IF SITE CONDITIONS VARY FROM THOSE SHOWN ON THE DRAWINGS, CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND GENERAL CONTRACTOR BEFORE COMMENCING WORK. B. WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED OR FORESEEN SUCH AS, BUT NOT LIMITED TO PAVING, RUBBLE FILL, ENGINEERING FILL, ADVERSE DRAINAGE CONDITIONS, TOXIC SUBSTANCES OR OBSTRUCTIONS, NOTIFY OWNER'S REPRESENTATIVE BEFORE PLANTING. 3.02 WEED KILL A. IRRIGATE SITE NORMALLY FOR TWO WEEKS TO GERMINATE WEEDS. APPLY CONTACT HERBICIDE PER MANUFACTURER. B. WHEN ALL WEEDS HAVE PERISHED AND THE ACTNE PERIOD OF HERBICIDE HAS EXPIRED ALL WEEDS SHALL BE COMPLETELY TURNED UNDER BY PLOWING, ROTOTILLING OR OTHER MECHANICAL MEANS. IF PERSISTENT REPEAT APPLICATION TO ASSURE ERADICATION. C. ALL HERBICIDE APPLICATIONS SHALL BE PERFORMED BY A LICENSED AND BONDED OPERATOR. D. APPLY PRE-EMERGENT HERBICIDE AS NOTED UNDER MATERIALS AND AT THE RATES AS SPECIFIED BY THE MANUFACTURE. 3.03 SOIL PREPARATION A. SOIL PREPARATION SHALL OCCUR NOT MORE THAN 30 DAYS PRIOR TO PLANTING. ALL PLANTING AREAS WITH ASPHALT, ENGINEERED FILL OR OTHER DELETERIOUS MATERIAL SHALL BE THOROUGHLY DUG OUT THROUGH SUB-BASE MATERIAL AND BACKFILLED WITH TOPSOIL. B. APPLY SOIL AMENDMENTS RECOMMENDED IN SOILS TEST, EVENLY AND AT THE SPECIFIED APPLICATION RATES. SEE CONTRACT DOCUMENTS FOR SPECIFIC RECOMMENDATIONS. C. ROTOTILL TOP 6" OF SOIL TO A LOOSE AND FRIABLE CONSISTENCY. D. SLOPES STEEPER THAN 3:1 SHALL BE RAKED, BUT SHALL NOT RECEIVE SOIL AMENDMENTS EXCEPT AT EACH PLANT PIT BACKFILL. 3.04 FINISH GRADING A. FINISH GRADING AFTER SOIL PREPARATION SHALL ESTABLISH FINAL FLOW LINES AND GRADIENTS FOR UNIFORM WATER DRAINAGE. B. FINISHED GRADES SHALL BE SMOOTH, COMPACTED AND FREE FROM IRREGULAR CHANGES. SWALES SHALL READILY DRAIN AND BE FREE OF LUMPS OR HOLLOWS. ALL PLANTING BEDS SHALL DRAIN REGULARLY AS NOTED ON THE CONSTRUCTION DOCUMENTS OR AT A MINIMUM OF 2%, AWAY FROM BUILDINGS, WALLS AND TOWARD ROADWAYS, DRAINS AND CATCH BASINS. C. MOUNDS SHALL BE SHAPED AND SCULPTED TO CREA TED A SMOOTH AND IRREGULAR NATURAL EFFECT AND SHALL BE OF ELEVATIONS AS INDICATED ON THE CONTRACT DOCUMENTS. D. FINISHED GRADES SHALL BE A MINIMUM OF 1" BELOW ADJACENT PAVING IN LAWN AREAS AND 2" BELOW IN GROUND COVER/SHRUB BEDS. WHERE DRAINAGE FLOW IS INTERRUPTED BY MOW STRIPS, TRANSITION TO LEVEL WITH GRADE AT THESE LOCATIONS SO AS NOT TO OBSTRUCT FLOW. WHERE PAVEMENT OBSTRUCTS FLOW, CONTRACT THE OWNER FOR DIRECTION. 3.05 LAYOUT A. LAYOUT OF ALL TREES, SHRUB MASSES, HEADER BOARDS, AND OTHER LANDSCAPE ELEMENTS SHALL BE STAKED BY THE CONTRACTOR IN THE FIELD FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. B. PLANT ARRANGEMENTS ARE SHOWN ON DRAWINGS. HOWEVER, FINAL LOCATION AND/OR ORIENTATION OF ANY OR ALL PLANTS SHALL BE AS DIRECTED BY THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL MAKE ANY CHANGES IN LOCATIONS OF PROPOSED PLANTING, AS MAY BE REQUIRED, WITHOUT ADDITIONAL COST TO THE OWNER. C. PRIOR TO PLANTING, CONTRACTOR SHALL SURVEY SITE FOR POTENTIAL PLANT MATERIAL CONFLICTS. POTENTIAL CONFLICTS INCLUDE, BUT ARE NOT LIMITED TO PLANT MATERIAL OBSTRUCTIONS TO SIGNS, ROOF OVERHANGS, PEDESTRIAN AND VEHICULAR TRAFFIC, AND SLOPE/LEVEL AREAS WHICH DIFFER IN ELEVATION OF CONFIGURATION FROM EXISTING SITE PLANTING CONDITIONS. 3.06 EXCAVATION OF PLANTING PITS AND BEDS A. ALL EXCAVATED HOLES SHALL HAVE ROUGHENED SURFACES, NOT GLAZED, AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. B. UNDER NO CIRCUMSTANCES SHALL ANY PLANT PIT OR BED REMAIN OPEN OVERNIGHT UNLESS IT IS PROPERLY BARRICADED. C. FILL EXCAVATIONS FOR ALL REPRESENTATIVE SITE CONDITIONS FOR TREES AND SHRUBS WITH WATER AND ALLOW TO PERCOLATE OUT OVER A 12 HOUR PERIOD. REFILL HOLE AND IF WATER IS NOT ABSORBED WITHIN 12 HOURS OF THE SECOND FILLING, CONTACT LANDSCAPE ARCHITECT FOR DIRECTION. 3.07 PLANTING A. AFTER PLANTING PITS HAVE BEEN DUG, ADD "PLANTING TABLETS" TO THE PLANTING PITS ACCORDING TO THE FOLLOWING SCHEDULE: PLANT SIZE AMOUNT ROOTED CUTTINGS, LINERS, 4 INCH POTS 1 GALLON 2-10 GRAM. TABLETS 5 GALLON 3-10 GRAM. TABLETS 15 GALLON/ 24" BOX 6-10 GRAM. TABLETS B. CANNED STOCK SHALL BE REMOVED CAREFULLY FROM CANS AFTER LIGHTLY COMPRESSING THE SIDES OF THE CONTAINERS TD LOOSEN THE ROOT BALL. SLIDE PLANTS OUT OF CANS AND HANDLE BY EARTH BALL ONLY. C. PLANTS SHALL BE SETON UNAMENDED NATIVE SOIL FIRMLY TAMPED TO PREVENT SETTLING. AFTER BACKFILLING, PLANT CROWN SHALL BE SET SLIGHTLY HIGHER THAN THE SURROUNDING SOIL LEVEL. UPRIGHT PLANTS SHALL BE KEPT IN A VERTICAL POSITION. D. AFTER PLACING IN PIT, WORK "PLANTING BACKFILL MIX" AROUND BALL OF GROUNDCOVER, SHRUBS AND TREES, WATER AND FIRMLY TAMP TO INSURE SOIL IN AND ABOUT ALL ROOTS. E. NO PLANT WILL BE ACCEPTED IF THE ROOTBALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING, OR AFTER THE PROCESS OF INSTALLATION. F. STAKE TREES IMMEDIATELY AFTER PLANTING AS PER PLANTING DETAILS. G. PRIOR TO PLANTING ALL SPRAY IRRIGATION SHALL BE FULLY OPERATIONAL AND DRIP IRRIGATION AREAS SHALL HAVE SUPPLY LINE INSTALLED, WITH EMITTERS HELD FOR INSTALLATION UNTIL ALL PLANTING IS COMPLETE. H. ALL PLANTS UNLESS NOTED OTHERWISE ON PLANS SHALL BE THOROUGHLY WATERED AT TIME OF PLANTING, TAKING CARE NOT TO COVER CROWNS OF PLANTS WITH WET SOIL. PLANTS SHALL BE KEPT ADEQUATELY WATERED UNTIL TIME OF ACCEPTANCE. I. GROUND COVER PLANTING SHALL BE AS NOTED ON PLANS AND PLANTED ON TRIANGULAR SPACINGS. EXTEND GROUND COVER TO WITHIN 12 INCHES OF ADJACENT SHRUBS OR TREE TRUNKS. 3.08 MULCHING A. MULCH SHALL BE PLACED AROUND ALL TREES, SHRUBS AND GROUND COVERS. MULCH SHALL BE APPLIED UNIFORMLY TO COVER ALL PLANTING BED SURFACES, INCLUDING DRIP IRRIGATION LINES, TO A COMPLETED DEPTH OF 3 INCHES MINIMUM. 3.09 FINAL GRADING A. THE FINISHED SURFACE SHALL BE SMOOTH, COMPACTED AND FREE FROM IRREGULAR CHANGES. SWALES SHALL READILY DRAIN AND BE FREE OF LUMPS OR HOLLOWS. ALL PLANTING BEDS SHALL DRAIN READILY AT A MINIMUM OF 2% AND BE FREE FROM PONDING OR STANDING WATER AT ALL TIMES. IN AREAS WHERE PLANTING BEDS ARE RETAINED BY WALLS, CURBS, TERRACES OR OTHER HARD SURFACES, CARE SHALL BE TAKEN TO PROVIDE PROPER DRAINAGE. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE THE ENTIRE PLANTING AREA SMOOTH AND EVEN, TO INSURE THAT FINISH GRADES SHALL BE 1 INCH BELOW THE SURFACE OF WALLS, CURBS AND PAVED AREAS, AND IN ALL CASES WITHOUT ABRUPT CHANGES IN GRADIENT. C. THE GROUND SURFACE SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO SEEDING TO DETERMINE SUITABILITY FOR PLANTING. THE CONTRACTOR SHALL OBTAIN SUCH APPROVAL BEFORE PROCEEDING. 3.10 HYDROSEEDING A. HYDROSEED MIX: SEE PLANTING PLANS B. EQUIPMENT AND APPLICATION: HYDRAULIC EQUIPMENT USED FOR THE APPLICATION OF SLURRY SHALL HAVE A BUILT IN AGITATION SYSTEM WITH AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND HOMOGENEOUSLY MIX THE ABOVE SLURRY. DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGE AND TO PROVIDE EVEN DISTRIBUTION OF THE SLURRY OVER THE GROUND. THE PUMP SHALL BE CAPABLE OF EXERTING AT LEAST 150 PSI AT THE NOZZLE OR SUFFICIENT ADDITIONAL PRESSURE FOR PROPER COVERAGE. THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 1,500 GALLONS AND SHALL BE MOUNTED ON A TRAVELING UNIT WHICH WILL PLACE THE SLURRY TANK AND SPRAY NOZZLES WITHIN SUFFICIENT PROXIMITY TO THE AREAS TO BE SEEDED SO AS TO PROVIDE UNIFORM DISTRIBUTION WITHOUT WASTE AND SHALL BE THOROUGHLY CLEAN AND FREE OF SEED SPECIES THAT ARE NOT SPECIFIED. C. APPLICATION: THE OPERATOR SHALL SPRAY THE SURFACES WITH A UNIFORM, VISIBLE COAT BY USING THE GREEN COLOR OF THE WOOD PULP AS A GUIDE. THE SLURRY SHALL BE APPLIED IN A SWEEPING MOTION, IN AN ARCHED STREAM ALLOWING THE WOOD FIBERS TO BUILD ON EACH OTHER UNTIL A GOOD COAT IS ACHIEVED AND THE MATERIAL IS SPREAD AT THE REQUIRED RATE. D. TIME LIMIT: ALL SLURRY MIXTURE WHICH HAS NOT BEEN APPLIED TO THE SURFACES WITHIN 4 HOURS AFTER MIXING WILL BE REJECTED AND REMOVED FROM THE PROJECT AT THE CONTRACTOR'S EXPENSE. 3.11 MAINTENANCE /ESTABLISHMENT PERIOD A. THE ENTIRE PROJECT SHALL BE MAINTAINED FOR THE TIME AS SPECIFIED ON PLANS, COMMENCING FROM THE TIME ALL IRRIGATION AND LANDSCAPE WORK HAS BEEN COMPLETED, OBSERVED BY THE LANDSCAPE ARCHITECT, AND WRITTEN NOTICE OF COMPLETION PROVIDED. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE ACCORDING TO THE FORGOING ARTICLES AND OF THE SPECIAL PROVISIONS AND TO THE SATISFACTION OF THE OWNER. B. CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL AREAS INCLUDED IN THE CONTRACT DOCUMENTS DURING THE PROGRESS OF THE WORK, THROUGH THE MAINTENANCE PERIOD, AND UNTIL NOTICE OF COMPLETION. C. MAINTENANCE OF PLANTED AREAS SHALL INCLUDE, BUT NOT BE LIMITED TO WATERING, PRUNING, EROSION REPAIR, WEED CONTROL, CULTIVATING, MULCHING, SPRAYING, AND REPLACEMENT OF SICK, DEAD OR DAMAGED PLANTS TO PROPER GRADES OR UPRIGHT POSITION, MOWING, DEBRIS REMOVAL, AND ALL OTHER CARE NECESSARY FOR PROPER GROWTH AND APPEARANCE OF THE PLANTS. D. DAMAGE RESULTING FROM GULLIES, WASHOUTS, OR OTHER EROSION SHALL BE REPAIRED BY FILLING AND TAMPING, RE FERTILIZING, AND RESEEDING OR REPLANTING BY THE CONTRACTOR AT HIS EXPENSE IF SUCH DAMAGE OCCURS PRIOR TO ACCEPTANCE OF WORK UNDER THIS CONTRACT. E. ALL SHRUBS AND TREES SHALL BE MAINTAINED IN THEIR NATURAL SHAPES. TALL OR SCRAGGLY BRANCHES SHALL BE THINNED OUT WHERE NECESSARY. IN NO CASE SHALL TREES OR SHRUBS BE TRIMMED BY HEADING OR SHEARING. ANY PLANTS SEVERELY PRUNED IN THIS MANNER SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. F. DURING THE MAINTENANCE PERIOD, ANY PLANT INDICATING WEAKNESS OR PROBABILITY OF DYING, OR HAVE LOST MORE THAN 30% OF LEAVES SHALL BE REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE. G. TREE STAKES WHICH FOR ANY REASON ARE DAMAGED OR RENDERED INADEQUATE FOR SUPPORT SHALL BE REPAIRED AND RESTORED TO THEIR ORIGINAL CONDITIONS. TREE TIES SHALL BE ATTACHED SECURELY. H. CONSTANT DILIGENCE SHALL BE MAINTAINED FOR THE ADVENT OF DISEASE, INSECTS, AND/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN. I. ALL WEEDS IN GROUNDCOVER AREAS SHALL BE PULLED AS THEY APPEAR AND PRIOR TO SETTING SEED DURING THE MAINTENANCE PERIOD. J. ALL WALKS, CURBS, AND GUTTERS SHALL BE KEPT CLEAR OF DEBRIS, MUD, DUST, AND STANDING WATER BY SWEEPING AND MOPPING AS REQUIRED TO MAINTAIN CLEANLINESS THROUGHOUT. K. DURING THE MAINTENANCE PERIOCALL AREAS INCLUDED IN THE CONTRACT SHALL BE CLEAN AND FREE OF DEBRIS AND WEEDS. ALL PLANT MATERIALS SHALL BE LIVE, HEALTHY, AND FREE OF INFESTATION. IF ANY ITEM OR PORTION OF THE CONTRACT WORK IS NOT ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AT THE TIME OF FINAL INSPECTION, CONTRACTOR SHALL BE REQUIRED TO MAINTAIN ALL AREAS INCLUDED IN THE CONTRACT FOR ANY ADDITIONAL PERIOD OF TIME AS MAY BE REQUIRED TO REPAIR DEFECTIVE ITEM OR PORTION. L. SETTLING OF MULCHED AREAS AND EROSION OF MULCH WITHIN THE MAINTENANCE PERIOD SHALL BE SUPPLEMENTED WITH ADDITIONAL MULCH AT THE CONTRACTORS EXPENSE TO MEET THE DEPTH AND COVERAGE SPECIFIED. M. SETTLING OF AREAS WHICH CAUSES WATER TO POND OR INTERRUPT DRAINAGE FLOWS SHALL BE REPAIRED TO MAINTAIN POSITIVE DRAINAGE. 3.12 WRITTEN NOTICE A. AT THE END OF THE SPECIFIED ESTABLISHMENT PERIOD, THE CONTRACTOR SHALL PRESENT WRITTEN NOTICE TO THE LANDSCAPE ARCHITECT AND OWNER, THAT HE HAS COMPLETED THE REQUIRED MAINTENANCE AND SUBMIT THE RECORD DRAWINGS. FURTHER MAINTENANCE WILL BE THE RESPONSIBILITY OF THE OWNER. -END OF SECTION- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. /I AS BUIL T11 TITLE ________ _ REVIE\./ED BY, INSPECTOR L-2.7 DATE DATE ~ CITY OF CARLSBAD ~ 1-------+---+----------------i-----i----;---,---------, ~ PLANNING DEPARTMENT LJQ_j ~~~D5G4p~ :::===::":===============:'...'.:::==:::::; SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmfdtdesign.com Lie. CA 213&, NV 219, AZ 34139 0'v9 ~r,\iMIDr "6 41'c PALOMAR COMMONS-LOWE'S ~ ~~ ·-2 ~ J"et,/ft. ), -: ~ 1-----+---+--------------i------1---t··--·-----·-·-PLANTING SPECIFICATIONS ,# 10~~ ll----t-----t------------------t------- \ ~r;;.Tf j • 'Ii, ., • iS' ;-'"-. A .,,p'_. ,..,_ 4 I',"""==="'';, !le-~ e Or Gi>LI fO SDG PROJECT NO: 09-502 PLTDATE: APRIL2012 1----+---+---------------------t-··---+----t----t--------1 DATE INITIAL DATE INITIAL DA TE INITIAL ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PLANNING DWN BY: CHKD BY:--~ RV\./D BY, PROJECT NO. DRAWING NO. SOP 09-05 468-5L