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HomeMy WebLinkAboutDWG 452-9L; CT 06-24; BRESSI RANCH VILLAGE CENTER; 01-27LANDSCAPE CONSTRUCTION PLANS FOR Bressi Ranch Village Center PROJECT ADDRESS : Gateway Rd /Paradise Rd /El Fuerte Rd Carlsbad, California LEGAL DESCRIPTION Bressi Ranch Village Center Lot 4 of Carlsbad Tract Ct 03-03, in the city of Carlsbad, County of San Diego, Stale of California, According to map thereof number 14800 on file in the office of the county recorder of Said county May 21, 2004, as amended by certificate of correction recorded September 30, 2005 as file no. 2005-0850805, official records. Assessors Parcel Number 213-191-02 PROJECT DIRECTORY: LANDSCAPE ARCHITECT: SCHMIDT DESIGN GROUP 2655 FOURTH AVENUE SAN DIEGO, CALIFORNIA 92103 PHONE: 619.236.1462 FAX: 619.236.8792 GOVERNING AGENCIES & UTILITY CONTACTS: WATER 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 web site at: www.ci.carlsbad.ea.us/pdfdoc.html?pid=340 ENGINEERING UNDERGROUND SERVICE ALERT UNDERGROUND SERVICE ALERT 800.227.2600 CARLSBAD MUNICIPAL WATER DIST. 5950 EL CAMINO REAL CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 760.602.2720 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 OWNER/APPLICANT LNR Bressi Commercial, Inc Contact: Jeff Williams ENGIN~ ,'S IGNATURE REV . I •,-, •• I l/.1 -~ v'. I 1"'-, ENGINE~! 1G PLANCHECKER CARLSBAD, CA 92008 760.438.2722 SEWER CITY OF CARLSBAD 5950 EL CAMINO REAL CARLSBAD, CA 92008 760.602.2730 STORM WATER BUILDING CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 760.602.2700 CITY OF CARLSBAD STORM WATER HOTLINE 760.602.2799 INSPECTION 760.602.2725 FIRE ADMINISTRATION PARKS & RECREATION ADMINISTRATION 1200 CARLSBAD VILLAGE DR. CARLSBAD, CA 92008 760.434.2826 TELEPHONE SBC NEW PHONE: 800.310.2355 Lndergrcu1d Servir:e A. ert ' Call: TOLL FREE 1-800 422~4'33 2560 ORION WAY CARLSBAD, CA 92008 760.931.2141 POLICE ADMINISTRATION 2560 ORION WAY CARLSBAD, CA 92008 760.931.2131 Preliminary Submittal for: Tentative Tract Map. _____ --=C__._T_,,0""6c..,-2~4,_ __ Site Development Plan, ____ ~S""D'-'=D=-0,,_.,6,,_--'-17.,__ __ G!.:tn_q~Lqnq] ll s~e P~rrnit~-------'C::;..:U:e.,P____,,,_06,,,_-_,_1_,e_9 __ _ Minor Master Plan Amendment._-'-'M=P-'P--'-1.,_78:::....,..:{E=)'---- Sign Program, _______ __:.P--=S=-0=.:6,,_-=24__,_9,,__ __ Lot Line Adjustment ADJ 06-20 APR IL. oq, 2008 LOCATION MAP NORTH NO SCALE VICINITY MAP (b NORTM NO SCALE KEY(SHEET)MAP DECLARATION OF RESPONSIBLE CHARGE: l 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, THE CARLSBAD MUNICIPAL WATER DISTRICT, THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF MY REPONSIBILITIES FOR PROJECT DESIGN. SHEET INDEX # 1 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 TITLE TITLE SHEET RECYCLED IRRIGATION TITLE SHEET AND NOTES RECYCLED IRRIGATION KEY MAP & CIVIL UTILITY LEGEND IRRIGATION LEGEND & NOTES IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION DETAILS IRRIGATION DETAILS IRRIGATION SPECIFICATIONS PLANTING LEGEND PLANTING NOTES PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING DETAILS PLANTING DETAILS PLANTING SPECIFICATIONS SEE IMPROVEMENT PLAN DWG452-9 / DWG452-9A SHEET T-1.0 R-1.0 R-1.1 1-1.0 1-1.1 1-1.2 1-1.3 1-1.4 1-1.5 1-1.6 1-1.7 1-2.1 1-2.2 1-2.3 1-3.1 P-1.0 P-1.1 P-2.1 P-2.2 P-2.3 P-2.4 P-2.5 P-2.6 P-2.7 P-3.1 P-3.2 P-4.0 FOR LOCATION OF WATER METERS/ SERVICE CONNECTION SUBMITTAL LOG DATE ' ORJr,.'NING ISSUE SEPTEMBER 19, 2007 CITY SUBMITTJI.L #1 NOVEMBER 28, 2008 CITY SU□MITTAL #2 (810 SET) FEBRUARY U, 2D08 CITY SUBMITTAL#3 MARCH 21, 2008 CITY SUBMITTAL #-4 - Af'IU L 1 U.. t l!,tf'f S<Jltr-,1 ~ la~ SCHMIDT DESIGN 011.0UP, ING. ••• IJ,Cv .• ••• BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTA.L SENSITIVITY 2655 Fourth Avcnu~. San Diego, CA 92103 l 1 telephone {619) 236-1462 facsimile {619} 236-8791 1 . www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 T-1. d ) APPROVED FOR PLANTING AND l ~ THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED 1 LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL SDG PROICCT NO J6-SG5 ! IRRIGATION ONLY, INCLUDING PRECISE LOCATION PLTDATE. 3121106 OF PLANTING AREAS CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. 1 ______________ 1 _________ __'._ _ _:====---~I-;:===;-;::::--::~~_.::._~;;~;;~===:-:=-=-=-=-::.....~ JEFF JUSTUS SCHMIDT DESIGN GROUP.INC. 2655 FOURTH AVENUE SAN DIEGO, CA 92103 PHONE NO. 858-236-1462 :£ -/4c VD1 . IG ~URE C~T~ JEFF JUSTUS, ASSOCIATE REGISTRATION NO. 4028 EXP. 5/31/2009 "AS BUil T" DATE RCE _ EXP, REViEVv'EO BY: INSPECTOR CATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. --l---+--+-------------1 t---+----+---------------- 1 t---+----+-' ------------ t---+----+------ DATE BY ~- D~SCRIPTION I APPD REVISIONS w ~T~LA<2N~G~!~~N~BAD SHEETS 27 TITLE SHEET BRESSI RANCH VILLAGE CENTER : 't·l'?•O~_ I PLANNING DATE PROJECT NO. CT06-24 DRAWING NO, 452-9L I g~~os~; 'J~ M,I AB I r ! RVWD BY: J.1 I .. - ' - 111!1'11:i:i ill ...c:: u, ~ ' ~ r - I .. illl ,------~---------=-----------------------------h' ;---- RECYCLED WATER PLANS (PRIVATE) FOR Bressi Ranch Village Center RECYCLED WATER NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICTS "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS" DATED OCTOBER 1993. 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECYCLED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BBQ'S, PLAYGROUNDS, SAND TOT LOTS, ETC. 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. ON-SITE CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL ON-SITE MAINLINE PIPES SHALL HAVE WARNING TAPE PER THE CARLSBAD WATER DISTRICT'S RULES AND REGULATIONS. 8. THE IRRIGATION SYSTEM SHALL RUN BETWEEN THE HOURS OF 10:00 P.M. TO 6:00 A.M THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME WITH QUALIFIED SUPERVISION PERSONNEL ON SITE). 9. PROVIDE A MINI MUN OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGABLE WITH POTABLE WATER QUICK COUPLER SPIKES PER THE CARLSBAD WATER DISTRICT'S RULES AND REGULATIONS). 13. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER," COLOR-CODED (PURPLE), AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD WATER DISTRICT'S RULES AND REGULATIONS. 21. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 22. DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "DO NOT DRINK" ON THESE PLANS. 23. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS, INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT, SHALL BE SHOWN ON THE PLANS. 24. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE. 25. SHOW ALL PUBLIC AND PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. -ITEMS 8, 19, & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECYCLED WATER. -ITEM 22 THE SIGNAGE SHALL BE A PARTOF THIS IP. BUT THE ACTUAL SIGNS AND TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECYCLED WATER. 26. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 27. THERE SHALL BE A PHYSICAL SEPARATION BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY CONCRETE STRIPS, CHAIN LINK FENCES, OR OTHER MEANS AS APPROVED BY THE WATER DISTRICT AND D.E.H. 28. THERE IS NO WELL ON THE SITE. 29. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO TEH SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT: MAINTENANCE SUPERVISOR DWl:i t'I A e;,<:./j OR AFTER HOURS CONTACT MAINTENANCE SUPERVISOR OANS AA-$C.# CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES B. TRENCH DEPTH AT 71,o -4~1-1~00 . 15. ALL POTABLE WATER AND RECYCLED WATER PIPING SHALL BE INSTALLED WITH THE c. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY) STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. D. PIPE IDENTIFICATION (P.O.C.'s) POINTS OF CONNECTION 16. WHEN POTABLE WATER LINE AND RECYCLED WATER LINE CROSS, THE RECYCLED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINES MUST BE INSTALLED ABOVE THE RECYCLED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTLITIES MUST BE MAINTAINED AT ALL TIMES. 19. DEVELOPER/ CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECLAIMED WATER. 20. QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: A. RECYCLED WATER -QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO. 7645, HUNTER NO. HVIOOA-RL-NP OR APPROVED EQUAL. (SPIKES SHALL NOT BE INTERCHANGABLE WITH POTABLE WATER QUICK COUPLER SPIKES) 12" X 311" SIZE /PURPLE BACKROUND / BLACK LOGO 1 ,.,. r1• BLACK LETTERS (N.T.S.) WARNING RE IMED WA 1ER DO NOT DRINK R CLAIMED WATER 1• Bl.ACK LETTERS '< BLACK LETTERS WARN!tffi, ,~ WAlER AVISO--AQUA IMPURA NO TOUAR 111" )( 111" SIZE E. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS F WARNING SIGNS AT THE SITE AND ON THE TRUCK HAULING RECYCLED WATER (IF RECYCLED WATER IS USED FOR CONSTRUCTION) AN APPROVED LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE SAN DIEGO COUNTY DEPT. OF ENVIRONMENTAL HEALTH PRIOR TO THE FINAL INSPECTION APPROVAL. DISTRICT FINAL INSPECTIONS SHALL INCLUDE: A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THAT ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. B. WARNING SIGNS AND LABELS C. QUICK COUPLING VALVES D ALL ASPECTS OF THE IRRIGATION CONDITION INCLUDING WIND BLOWN SPRAY, RUN-OFF, AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART "A" AND PART "B" AND PART "G" OF THE DISTRICT'S FINAL INSPECTION. 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 EASY VISIBLE. PLACE ON 8-½" • 11" SIZE SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. .015 ALUMINUM, .060 ABS PLASTIC OR STICK-ON \1NYI. SIGNS .015 ALUMINUM, .060 ABS PLASTIC OR STICK-ON \1NYI. SIGNS SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH TYPICAL SIGNS LAND AND WATER QUALITY DIVISION GLENN LEEKS Environmental Health Specialist FEBRUARY 14, 2008 GUIDELINES FOR RECYCLED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL BE AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TiMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS: (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). 3.ADJUST SPRAY HEADS TO ELIMINATE OVER SPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EOUIPENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS ABOUT THE PRESENCE OF RECYCLED WATER PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THAT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON SITE FACILITIES, SUCH CHANGES MUSTE BE SUBMITTED TO AND APPROVED BY THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. TAGS SHALL BE WATERPROOF PLASTIC, 3"x4", PURPLE IN COLOR WITH THE WORDS. "WARNING RECYCLED WATER-DO NOT DRINK" IMPRINTED ON ONE SIDE, AND" AVISO-AGUA IMPURA-NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR, USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROCED EQUAL. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 2.ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. AL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. EACH AUTOMATIC CONTROLLER AND IT'S ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS, "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BALCK LETTERS 1" HIGH ON A PURPLE BACKGROUND. THE DESIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING EQUIPMENT. INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HID DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTAL$. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUMBITTING THE "FINAL LANDSCAPE CERTIFICATION FORM". A REQUEST FORA 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 "SCHDEULE K HARD COPPER." APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT: www.ci.cartsbad.ea.us/pdfdoc.html?pid:340 CARLSBAD MUNICIPAL WATER DISTRICT SHEET INDEX DWG. SHEET SHEET NO. NO. TITLE 2 TITLE SHEET & RECYCLED WATER NOTES R-1.0 3 CIVIL SITE PLAN (FOR REFERENCE ONLY) R-1.1 4 IRRIGATION LEGEND & NOTES 1-1.0 5 IRRIGATION PLAN 1-1.1 6 IRRIGATION PLAN 1-1.2 7 IRRIGATION PLAN 1-1.3 8 IRRIGATION PLAN 1-1.4 9 IRRIGATION PLAN 1-1.5 10 IRRIGATION PLAN 1-1.6 11 IRRIGATION PLAN 1-1.7 12 IRRIGATION DETAILS 1-2.1 13 IRRIGATION DETAILS 1-2.2 14 IRRIGATION DETAILS 1-2.3 15 IRRIGATION SPECIFICATIONS 1-3.1 LEGAL DESCRIPTION Bressi Ranch Village Center Loi 4 of Carlsbad Tract Ct 03-03, in Iha city of Carlsbad, County of San Diego, Stale of California, According to map thereof number 14800 on file in the office of ttie county recorder of Said county May 21, 2004, as amended by certificate of correction recorded September 30, 2005 as file no. 2005-0850805, official records. Assessors Parcel Number 213-191-02 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 UNDERST ANO THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD, THE CARLSBAD MUNICIPAL WATER DISTRICT, THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF MY REPONSIBILITIES.FOR PROJECT DESIGN. JEFF JUSTUS SCHMIDT DESIGN GROUP.INC. 2655 FOURTH AVENUE SAN DIEGO, CA 92103 PHONE NO. 858-236-1462 I JEFF J TUS, ASSOCIATE REGISTRATION NO. 4028 EXP. 5/31/2009 CIVIL DISCLAIMER 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. (EL CAMINO R[AL ! ~ ' GA rEWA Y RD. 7 ~ .. -.... · k If l~ )~ j ~ NORTH ND SCALE VICINITY MAP GA1EWAY RD. • -· ___:p - · M£LROS£: DR. .·] :') _,.. -...._ NORTH NO SCALE (-~~ KEY(SHEET)MAP ! 2f" ~ 1--------~-· --- L t ....,,; ";/ DATE SEPTEMBER 19, 2007 NOVEMBER 28, 2008 SUBMITTAL LOG DRAWING ISSUE CITY SUBMITTAL #1 CITY SUBMITTAL #2 (810 SElj FEBRUARY 14, 2008 Cln' SUBMITTAL#3 r · SDG PROJECT NO: 06-505 PL T DATE: 2115/08 , ""'~-----I,_, I SCHMIDT DESIGN GROUP, INC. ••• .,, .• ••• BALANCING ARTISTIC EXPRESSIOH IN OESIChl 'JIIH4 ENVIRONMENTAL SENSITIVITY" 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-,462 facsimile {619} 236-8791 www.schmidtdesign.com Lie. CA 2138, NI/ 219, Al 34139 R-1.0 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUil T" REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. w CITY~s>N~G~~~~N~BAD rm] DATE RECYCLED WATER TITLE SHEET BRESSI RANCH VILLAGE CENTER w.o. P.Z. RCE ____ EXP. l-:,__r-:_:_c_1N1-+-=4c,._' f-11=-"-'-=· fr,..__ _____ ~~-o31 ~Mn ~~1,1~~---~2-=-__,,z,..,.ac__-_,c_O_.._B WILLIAM E. PLUMMER<---DATE REVIEWED BY: REVIEWED BY DATE DATE BY INSPECTOR DATE DESCRIPTION REVISIONS APP'O OWN BY: JJ M.I AB CHKD BY: J=J __ RVWDBY: JJ PROJECT NO. DRAWINGN CT06-24 _J 452-9 ...r: U1 ~ I J:) r tJ _, NOTE: NO POTABLE IRRIGATION SYSTEMS ARE PROVIDED ON PROJECT ENTIRE PROJECT SITE SHALL BE IRRIGATED I/\IITH RECLAIMED WATER CIVIL DISCLAIMER 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. j. !CIVIL SITE PLAN (FOR REFERENCE ONLY) CIVIL UTILITY LEGEND SUBDNISIDN BOUNDARY RIGHT OF WAY/LOT LINE EASEMENT LINE STREET CENTERLINE MONUMENT EXISTING STORM ORAIN PRIVATE STORM DRAIN (SIZE PER PLANS) PRIVATE CURB INLET TYPE 'B-1" PRIVATE CLEANOUT TYPE Jl-4" PRIVATE CLEANOUT TYPE "8-5" PRIVATE SIDEWALK UNDERDRAIN PRIVATE CURB OUTLET PRIVATE CATCH BASIN TYPE "F" PRIVATE a• PVC GREEN (SDRJ5) (V W.D.) PRIVATE SEWER MANHOLE M-10 D-2**, DS-1 D-9 D-10 0-27 D-25 0 -7 PRIVATE SEWER LATERAL 4" OR 6" PVC (SDR-35, GREEN OR WHITE) (v. WO) EXISTING SEWER STREET LIGHT PER SEPARATE PERMIT EXISTING WATER LINE 8" D.I.P. CL-350 WATER MAIN 12 " D.I.P. CL-350 WATER MAIN 2" AIR &< VACUUM VAL VE 2 " BLOW-OFF ASSEMBLY 12• GATE VALVE FIRE HYDRANT ASSEMBLY WITH MARKER END CAP ASSEMBLY 2" WA7ER SERVICE W/1-1/2 " METER W/ TR/PL REGISTERS & BACKFLOW 1" WA7ER SERVICE W/1" METER W/ TR/PL REGISTERS & BACKFLOW 2 IRRIGAnON SERVICE W/ BACKFLOW PREVENTER 1.5" IRRIGATION SERVICE W/ BACKFLOW PREVENTER 1 • /RR/GA noN SERVICE W / BACKFLOW PREVENTER ~KFl.011' PRfl,£NTfJ1 THRUST BLOCKS 1 " WATER TEST STATION 6 • FIRE SERVICE W / J" DETECTOR CHECK SEE DETAIL SHEET 4 W-6.2•••, w-19••• W-6.2' ... w-19••• W-6.2•••, W-19••• W-6.2***, W-19••• W-6.2.,•, W-19.,• w-21•--- ------------- c:::::!:9 0 -S--1•----- ·-··--S-------- • -------w-- 2 • AV' 2· 80. GV lte-•--§ f---------,®@ 1----------<[DID --------<[DID @ ◄ 1----------<@ - ' . ~rERIOR ' ~ ·-... PROPERTY/~- ,. LINE TYPlfAL _ ' ... , '' . PAD 'B' ~;.i.. E FORFIRE OTABl.E WATER L.!>.E FOA.flRE ~ ... .;. ... ~cc:1 POTABLE WATER , I ~ J ;:·••11.· i,~~;~=. A.'T'~,.1c1-". ::+:--I . ; . ' PftOP05E!) .l. ! 1, . •·.·. 1 -·• ' t" .J j OfJTgoglll.'.l--" • ' ' i--. -· -1111N to N --DI <;a --~ -•J•--' 0 ----; ,~~:::1 TRADER JOE'S '' MAJOR 'c' l , : ,. $'"*"' i,=:se:: l +-·-+·-· l,.'l'!Jrl' 1,, POTA.8~ WATER LINE FDff 8WG. ,, ' ' ' ' RECYCLED SYMBOL -RW- ~ ~ • IRRIGATION LEGEND : DESCRIPTION PURPLE RECLAIMED PVC MAINLINE RECYCLED 2" WATER METER WITH BACKFLOW PREVENTOR BY VALLECITOS WATER DEPARTMENT RECYCLED CROSS CONNECTION TEST STATION RECYCLED WATER "DO NOT DRINK" ' ' i !; /i , / 2" \ ' SIGN \ ' \ \ SHOP 'C' (~OSEO.l, ,,.._.,,,. ' ;_::r1=-\".:':;'-· i•;;.•:;----:-·-···-;· ECYCLED WATER SIGN :::: .. .i POTAl:IU: W'°'TER Ll'<C(OR f!R( • --.< ••• '! ' ' ~' IN TERI.OR PROPERTY' c"_'::_'::_'::_:_/ \ WATER SIGN SHOP 'F' ,r:Ra>OSEDl POTABLE • "• WATER LINE • .,,,,. ,OR ,coo l_ ,. INTERIOR··· PROPER LINE TYP! LIMIT OF WOR \ POTASl.E WA.TER INE FOR BlOO .. LPIE FOR FIRE \__ 0----L-IM_I_T_O_F_WO_R_K __ - -\, :-,,,.""-'.~, • g......- .f>..f!.Qf.[RTI( ___ LINE 0'. ..... \,0 / RC E REVIEWED BY: INSPECTOR "AS BUil T" EXP. LINE TYPICAe / / / / / / / / / / / / / / / / ,• DATE DATE 17+00 T ABlE WATER LINE FOR BLDG MAJOR 'A' ==) P.'#r•1t:- ___ .... ----:-.,-··· / INTERIOR PROPERTY LINE TYPICAL ____ • ... -·------·-----PROPERTY LIN EB SCALE, NTS ,L"~~ ... ~.,;,.irte-_, ·• -~~~:r , ' . SOG PROJECT NO: 06-505 PLT DATE: 3/21/08 REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. , ' .(j .••. _:,_ ·,rlNT6R10R PROPERTY · . Llf'IE T'Yf1CAL . r V ' / / / •,I CITY SUBMITTAL #1 CITY SUBMITTAL 112 (BID SETI CITY SUBMITTAL 1:3 CITY SUBMITTAL #4 SCHMIDT DESIGN G1tOUP, INC. • • •• BALAN C ING ARTISTIC EX PRESSION IN DESIGN W ITH EN V IRONMENTAL SENSITI V ITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie , CA 2138, N V 219, AZ 34139 R-1 .1 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS I sH3ET I ~c _1_T_v_P_J_N_N~_NG_f_E_f;_RR_TM_~_N~_s _A_o ~ LlU RECYCLED IRRIGATION KEY MAP AND CIVIL UTILITY LEGEND BRESSI RANCH VILLAGE CENTER t----+--+------------+---1 IA _P_LJj....,~....,~t~D(,-:q:"'1--=-'-"f::'1.......,."'"'..,· "------4-\~ .o;i t---+--+---------------------,1-----1 ~P_L_A_N_N_I_NG ________________ D_A_T_E ___ ~~ OWN BY: JJ MJ AB CHKD BY: J=J __ _ RVWD BY JJ DATE BY DESCRIPTION APP'D REVISIONS PROJECT NO. CT06-24 DRAWING NO. 452-9L • I ; RECYCLED IRRIGATION LEGEND: SYMBOL EB ® [I] ·l'i PO C. #1 *POC #2 • [MV[ ~ [P~i • MNFR MODEL# HUNTER ICV SERIES NIBCO T-21 SERIES WILKINS 850 NELSON 7645 :ALSENSE A: ET-2000E-40 CONTROLLER($ 8: ET-2000E-48 C: ET-2000E-40 SUPERIOR 3000 CALSENSE FM-1.5 WILKENS 500YSBR CALSENSE RB-1 AND ETGE DESCRIPTION REMOTE CONTROL VALVE (SIZE PER PLAN) PROVIDE WITH PURPLE FLOW CONTROL HANDLE FOR RECYCLED WATER SYSTEM. HUNTER INDUSTRIES (800) 733 2823 LINE SIZE GATE VALVE PROVIDE WITH PURPLE HANDLE FOR RECYCLED WATER SYSTEM NORTHERN INDIANA BRASS COMPANY (NIBCO) (800) 234 0227 CAST IRON TRUE UNION BALL VALVE WITH FULL PORT PROVIDE WITH PURPLE HANDLE FOR RECYCLED WATER SYSTEM ZURN 1NDUSTIRES /VVILKINS DIVISION 1 (877) 222 5356 1" QUICK COUPLING VALVE WITH LOCKING VINYL COVER PROVIDE WITH ACME THREADS AND PURPLE COVER ON RECYCLED SYSTEM BACKFLOW BY OTHERS. SEE CIVIL DRAWINGS & LEGEND --+-NEW 40 STATION M-RRE-TPP --+-NEW 48 STATION R-M-M-FL-RRE-TPP --+-NEW 40 STATION M-M-FL-RRE-TPP CONTROLLER NOTE: 1.SEE ELECTRICAL PLANS FOR 120V POWER TO CONTROLLER 2PROVIDE (1) ONE REe-TRAN HAND HELD REMOTE W/ CASE. 3PROVIDE COMM-1 WATER MANAGEMENT SOFTWARE. RECYCLED WATER METER BY OTHERS. SEE CIVIL DRAWINGS AND LEGEND 1-112" RECYCLED WATER POINT OF CONNECTION PSI 2" RECYCLED WATER POINT OF CONNECTION PSI RECYCLED CROSS CONNECTION TEST STATION RECYCLED WATER "DO NOT DRINK" SIGN NEW 1 112" AND 2" MASTER VALVE NORMALLY CLOSED SUPERIOR CONTROLS CO. (6611 257-3533 NEW 1-1/2" FLOW SENSOR CALSENSE CORPORATION (760) 580-1835 PRESSURE REDUC1NG VALVE W/ Y-STRAINER TIPPING RAIN BUCKET MOUNTED TO POLE AND ET SENSOR IN VANDAL PROOF ENCLOSURE PER CALSENSE SPECIFICATIONS DETAIL B/1-2 1 C/I-2 1 C/I-2.1 D/1-2 1 111-2.1 Q/I-2.3 U/1-2.3 Gll-2 1 Hll-2.1 WATTS SERIES 77F-DI-FDA LINE SIZE WYE STRAINER PER CITY WATER REQUIREMENTS WATTS AU TOMA TIC CONTROL VALVES (713) 943.0688 P/1-2 3 -RW-PW PIPE CLASS 315 OR EQUAL SCH. 40 PW PIPE CLASS 200 OR EQUAL PW PIPE SCH. 40 OR EQUAL ~~ VALCON ADV F F F -PAIGE P-7171-D - PURPLE RECLAIMED PVC MAINLINE -SIZE AS INDICATED CLASS 315 2" & LARGER SCHEDULE 40 1-112" AND SMALLER INSTALL 18" BELOW GRADE LATERAL LINE, ¼• UNLESS INDICATED OTHERWISE. INSTALL 12" BELOW GRADE PROV!DE PURPLE RECYCLED WATER PIPE FOR RECYCLED SYSTEMS PVC SLEEVE UNDER PAVEMENT (2 X PIPE DIAMETER) PROVIDE PURPLE RECYCLED WATER PIPE FOR RECYCLED SYSTEMS. SLEEVE SHALL BE PER NOTE 21. ANTI DRAIN VALVE (SEE NOTES) 14 GAUGE DIRECT BURIAL UF WIRE WITH 2 LEADS BACK TO CALSENSE CONTROLLER ONE PAIR FOR FLOW SENSOR AND ONE PAIR FOR MASTER VALVE. PAIGE CABLE IN A 1" CONDUIT-PROVIDE FROM CONTROLLER A TO EACH CONTROLLER NOTE: ALL IRRIGATION EQUIPMENT SHALL BE COLOR CODED PURPLE FOR RECLAIMED WATER E/I-2.1 E/I-2. 1 M/I-2.2 SEE SHEET: IRRIGATION LEGEND -SPRINKLER HEADS SYMBOL I,,_ ---• )( l!I □ □ El e • ® e • l!I • Ill MNFR HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER MODEL# INST-CV INST-CV "EKlc:> INST-CV SERIES INST-CV INST-CV INST-CV SERIES PCB SERIES PCB SERIES DESCRIPTION 4" POP-UP FOR GRASS 6" PUP-UP Fvrs onRuts;; ADJUSTABLE ARC NOZZLE 'SEE NOTE BELOW" 4" POP-UP FOR GRASS 6" POP-UP FOR SHRUBS ADJUSTABLE ARC NOZZLE "'-:::>t::.t:: NUTE ' . ,I"...,.,...,..,, l ,.--. Cf"\C ...-,,.-,.A 6" POP UP FOR SHRUBS ADJUSTABLE ARC NOZZLE 'SEE NOTE BELOW 4" POP-UP FOR GRASS 6" POP-UP FOR SHRUBS ADJUSTABLE ARC NOZZLE 'SEE NOTE BELOW' 4" POP-UP FOR GRASS 6" POP-Ul'l'OR SHRUBS ADJUSTABLE ARC NOZZLE 'SEE NOTE BELOW 4" POP-UP FOR GRASS 6" POP-UP FOR SHRUBS PRESSURE COMPENSATING BUBBLER ON SHRUB RISER PRESSURE COMPENSATING BUBBLER ON SHRUB RISER PSI 25 25 25 25 25 25 25 25 25 25 25 25 25 25 lo 25 25 25 lO 25 25 25 25 25 25 0 TORO RGP-412 PRESSURE COMPENSATING IN -30 (NETAFIM) DL2000 SERIES LINE DRIP EMITTER TUBING - NOTE: ALL SPRINKLER HEADS SHALL HAVE RECLAIMED WATER CAPS 1-1.0 FOR IRRIGATION LEGEND & NOTES !-1.1 -1-1.7 F.OR IRRIGATIPl':J PLAN 1-2.1 -1-2.3 FOR IRRIGATION DETAILS NOZZLE 7Q 7H 7F 7AAN ,oa 10H 10F 10AAN 12Q 12H 12F 1,..,,..,, 150 15H 15F 15MN 170 ,rn 17F 17AAN LCS-515 RCS-515 SS-530 PCB-25 PCB-25 G.P.M. .19 .38 .76 VAR. .39 .78 1.95 VAR. .56 1.12 2.24 VAi'<. .88 1.75 3.50 ""□ 1.13 2.25 4.50 VAR. .60 .60 1.20 .25 .25 1.02 RADIUS 7' 7' 7' 10' 10' 10' 10' '°' 12' 12' 12' 15' 15' 15' 15' 17' 17' 17' 17' 5'X15' 5'X15' 5'X30' -- ARC DETAIL 90° K/I-2.2 ,so· 360° VAR. 90° 180° 360° VAR. MO 180' 360' VAR. 90° 180" 360° ... ~ 90g0 ,so· 360° VAR. -- -- . - --Ul-2.2 L/1-2-2 0/1-2.2 RCE IRRIGATION NOTES 1 THE IRRIGATION SYSTEM DESIGN INDENTIFIES THE USE OF ~ECYCLED WATER ON ALL SLOPES AT ALL BUILDING PADS AND PARKING LOTS. I I P.O.C #1 PRESSURE LOSS CALCULATIONS FROM P.O.C. THROUGH 2 1 /2" MAINUNE TO FURTHEST HEAD ON VALVE No. C19 2. THE IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY FOR CLARITY LOCATE ALL PIPING, VALVES, BACKFLOW PREVENTERS, AND OTHER IRRIGATION EQUIPMENT IMTHIN PLANTING AREAS UNLESS NOTED OR DIRECTED OTHERWISE LOCATE ALL VALVES AND VALVE BOXES SIX INCHES FROM EDGE OF PAVING OR CURB 3. EXISTING UTILITIES AND F:ELD CONDITIONS: PRIOR TO EXCAVATION, LOCATE ALL CABLES, CONDlJITS, AND uNDERGROGND UTILITIES.CONTRACTOR SHALL BE RESPONSIBLE SOR AN UNDERGROUND UTILITY SERVICE TO LOCATE AND MARK UTILITIES. CONTRACTOR WILL TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH UNDERGROUND IMPROVEMENTS NOTIFY THE OWNER IMMEDIATELY IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WCRK. PROCEED ,N SAME MANNER IF ROCK LAYERS OR ANY OTHER CONDITIONS ENCOUNTERED UNDERGROUND MAKE CHANGES ADVISABLE I PRESSURE AT P.0.C. 2" SERVICE LINE 1D7.0 0.51 I 1-1 /2" WATER METER 4.9 4. ALL PIPING AND WIRING UNDER ROADWAYS AND PAVING AND THROUGH WALLS SHALL BE SLEEVED. 5. USE TWO WRAPS OF THREE-QUARTER INCH (314") TEFLON TAPE FOR ALL THREADED VALVE CONNECTIONS. 6. AUTOMATIC IRRIGATION CONTROLLER IS TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION OF FIELD WIRES TO APPROPRIATE TERMINAL STRIPS. 7 ADJUST ALL SPRINKLERS TO AVOID OVERSPRAY ONTO WALLS, WALKS. STREETS, UTILITY BOXES, BUILDINGS AND OTHER IMPROVEMENTS 8. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNED ON THE PLANS 9. CONTRACTOR SHALL INSTALL IN-LINE ANTI-DRAIN VALVES AS WARRANTED BY SITE CONDITIONS TO ALLEVIATE LOW HEAD DRAINAGE. 10. THE CONTRACTOR SHALL NOT'MLLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WI-IEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REVISIONS NECESSARY 11 THE CONTRACTOR SHALL KEEP AN UP-TO-DATE COMPLETE 'AS-BUILT' RECORD SET OF PRINTS WHICH SHALL BE UPDATED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DESIGN. 12. INSTALL IRRIGATION HEADS IN TURF AREAS 2" FROM WALKS AND HARDSCAPE AREAS 13. ALL CONTROL VALVES SHALL BE MANIFOLDED AND GROUPED IN ONE AREA SHOWN ON PLAN. VALVES SHALL BE SET AT RIGHT ANGLES TO EDGES INSTALL VALVES BOXES 6" FROM EDGES OF HARDSCAPE AREAS. 14. CONTRACTOR SHALL REMOVE AND DISCARD DAILY, ALL (REMOVED) PIPING DURING TRENCHING OPERATION ' 2" 2.5" 1.5" I 2" 8ACKFLOW PREVENTER BALL VALVES ( 4) FLOW METER MASTER VAL VE MAINLINE LOSS FITTINGS AT 10% MAINLINE LOSS ELEVATION CHANGE X . 433 TOTAL MAINLINE LOSS WORST CASE SECTION AVAILABLE PRESSURE AT WORST CASE REMOTE CONTROL VALVE (R.C.V.) R.C.V. LOSS (1" PEBS VALVE) LATERAL PIPE LOSS PIPE & FITTINGS @ 10% OF AVAILABLE PRESSURE AT R.C. V. ELEVATION CHANGE X . 433 TOTAL WORST CASE SECTION LOSS AVAILABLE PRESSURE AT FURTHEST 12 0 D.08 0.2 3.600 3.1 0.31 -5.36 24.79 77.3 2.7 2.2 0.22 n 5.14 SPRINKLER HEAD 77.06 REQUIRED AT SPRINKLER HEAD 30.00 RESIDUAL PRESSURE --~------====4:'=7.:::0:::c6=. __ _j SET PRESSURE REGULA TOR AT 70 PSI 15. CONTRACTOR SHALL REVIEW IRRIGATION SPECIFICATIONS PRIOR TO BEGINNING WCRK REFER TO TECHNICAL SPECIFICATIONS AND CONSTRUCTION DETAILS FOR INSTALLATION PROCEDURES. P.0.C #2 PRESSURE LOSS CALCULATIONS FROM P.O,C, THROUGH 2 1 /2" MAINLINE TO FURTHEST HEAD ON VALVE No. C19 16. CONTRACTOR SHALL HEAT BRAND ALL PLASTIC VALVES BOXES 'MTH THE FOLLOWING LABELS ALL LETTERS SHALL BE ONE !NCH (1") HIGH LETTERING ON VALVE BOX LIDS SHALL BE PLACED ON THE SAME LOCATION ON EACH VALVE BOX LID, AND ALL LABELING SHALL FACE THE SAME DIRECTION QUICK COUPLER VALVE BOXES SHALL BE LABELED "QVC" BALL VAVE BOXES 'BV" 17 ALL BOLTS FOR LOCKING VALVE BOX LIDS SHALL BE STAINLESS STEEL 18. CONTRACTOR SHALL CONTACT PROJECT LANDSCAPE ARCHITECT PRIOR TO ANY TRENCHING OPERATIONS. 19. PROVIDE CONCRETE THRlJST BLOCKS ON ALL MAINLINES 2-½," AND GREATER.PER DETAIL AND SPECIFICATIONS PROJECT LANDSCAPE ARCHITECT SHALL BE NOTIFIED 48 HOURS (2 WCRKING DAYS) PRIOR TO THE START OF CONSTRUCTION. ALL WORK PERFORMED Vv1THOUT BENEFIT OF INSPECTION SHALL BE SUBJECT TO REJECTION AND REMOVAL 20. CALSENSE CONTROLLERS.FLOW SENSOR. MASTER VALVE.PHONE MODEM ALL SHALL 3E TESTED AND WRITTEN CERTIFICATION PROVIDED BY CALSENSE TO OWNER PRIOR TO TURN OVER OF PROJECT. 21 MINIMUM PIPE COVERAGE SHALL BE AS FOLLOWS: A. PRESSURE LINES: -LESS THAN 3" IN DIAMETER -18" COVER -3" -5 112" IN DIAMETER -24" COVER -6" OR GREATER IN DIAMETER -36" COVER 8. LATERAL LINES: 12" COVER C. SLEEVES UNDER ROADS: -6" OR LESS IN DIAMETER -36" COVER -GREATER THAN 6" IN DIAMETER· 48" COVER D. SLEEVES UNDER PAVING (NON-ROADS): SAME AS A. ABOVE 22. SLEEVING SHALL BE AS FOLLOWS: A. SLEEVES UNDER ROADS: -6" OR LESS IN DIAMETER -36" COVER -GREATER THAN 6" IN DIAMETER -48" COVER -SCHEDULE 80 PVC B. SLEEVES UNDER PAVING (NON-ROADS) -LESS THAN 3" IN DIAMETER -18" COVER -3" -5 1/2" 1N DIAMETER -24" COVER -6" OR GREATER IN DIAMETER -36" COVER -SCHEDULE 40 PVC 2· 2" 2· 2.5" 2" 2· I SDG PRO~ECT_NO: (,6-505 J PLT DATE: 3121.108 "AS BUil T" DATE EXP - REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD ' I ' I PRESSURE AT P.O.C. SERVICE LINE WATER METER BACKFLOW PREVENTER BALL VALVES ( 4) FLOW METER MASTER VAL VE MAINLINE LOSS FITTINGS AT 10% MAINLINE LOSS ELEVATION CHANGE X .433 TOTAL MAINLINE LOSS WORST CASE SECTION AVAILABLE PRESSURE AT WORST CASE REMOTE CONTROL VALVE (R.C.V.) R.C.V. LOSS (1" PEBS VALVE) LATERAL PIPE LOSS PIPE & FITTINGS @ 10% OF AVAILABLE PRESSURE AT R.C.V. ELEVATION CHANGE X . 433 TOTAL WORST CASE SECTION LOSS AVAILABLE PRESSURE AT FURTHEST SPRINKLER HEAD REQUIRED AT SPRINKLER HEAD RESIDUAL PRESSURE SET PRESSURE REGULA TOR AT 70 PSI 107.0 1.218 49 12 0 .08 0.2 3.600 6.75 0.675 -2.215 21.09 79.80 3.08 4.49 0.449 0 8,022 , 77.89 30.00 47.89 SUBMITTAL LOG DATE DRAWl~G ISSUE ------..;--- ' ' i-:.-SE::..P_T::..[M_B_.::E..:.R::..19."C, 2::..0::..07-1--< ___ _.::C..:.ITY SUBVilT_TA_L_#_1 _______ +- NOVEMBER 28, 2008 CITY SUBMITTAL #2 (BID SET) FEBRUARY ',4, 2008 CITY SUBMITTAL 11-3 MARCH 21 20D8 CITY SUBMITTAL ~4 I Aa,!. IL ,:0....-.,µ,,-_z0s..,,"£5>+-_,,C,--:-,'1CL!•t~$<:""'•'~'""'C'l..!'JE, -C'-Le..:"::-:S~-----''~-----t----------t -- SCHMIDT DESIGN OR0U.1', INO. BALANCING ARTIST:C EXPRESSION IN DESIGft WITH (NVI RON ME NT.AL SEI\ISITIVITY 2655 Fourth Avenue, S.in Diego, CA 92103 telephone {619} 2.36-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 3413~ ••• • • ••• I-0 , APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIQf', OF PLANTING AREAS IRRIGATION LEGEND AND NOTES BRESSI RANCH VILLAGE CENTER REVIEVVEDBY ~- 1-__ I DATE BY DESCRIPTION APP'D INSPECTOR DATE REVISIONS J. I _o r 0 . .., ,., -1 WALL MATCHLINE A (SHEET 1-1.1) RIGHT 143'-0" TO 90' 53'-0" TO TEE 90" 90" FROM WALL 2'F ,,.:-------J --- ~-13 0 1" ...,.-i---11--_:_-+lH--+'l'lt---·-'-. TEE. 3.5 0 A-12 1" A-14 1" 14.44 16.72 AA6_ 1" CONT LER 15.04 A-11 1" 2 ,5 CORNER OF WALL EE 1 FC VALVES AND TEE . 2'FROM . WALL . 174'-0" ' ' ' • MIN -2' FR M 'w L 3' / 2' 2' : 'Z 'Z 'I i ,___ __ MAIN--i---LJSI, . 2' FROM ·wALL / ' 59'-0" 2' FROM EITHER SIDE OF WALL 36'-0" [I I i I I A24 15.96 TEE BEGIN/END SLEEVE CORNER OF CURB 1; FEC A8 BV A7···-· 10' 2' 2' 1/2 CORNER · .. Qf_<:;URB 21'-0" ' , I I -=._-=._--R~I I ----- □ □ □ ... '-·~·. 1 I I I JI I I l I I I I ---.... ' ~'", I \ I ,. ' ~OT ABLE WATER I I I I \ LINE FOR FIRE -A-21 1 1/2" 23.4 A-22 1 1/2" 22.62 a TRADER ' MAJOR (PROP,OSED) AREA • 1~950 S.F_ F.F. II■ 406.2 POTABLE WATER LINE FOR BLDG. ' ---+ _,;;_'i~=t--i= '• · .... -""··-·.' "'· CLED , . WATER " t ., . ~-~--.I~-' I \ -·---· A25 QC EDGE OF WALK av av VALVES2' FROM WALL NOTE: CIVIL UTILITY LEGEND ON R-1.1 FOR REFERENCE -----.,;;;;..::_ ----.;;;-~ ----------~-- 1-112" a I I I I I JOE'S I , C, I a I I I -. ... , co OF "• ,,.••.' t ,:;_", I I N • ,..... I 1-t G:j w J: V) w w V) w z 1-t ....J J: ~ :E i'-s) 131'-0" -- 53'-0" TO 90" -. ' ____,, SEE SHEET: 1-1.0 FOR IRRIGATION LEGEND & NOTES 1-1.1 -1-1.7 FOR IRRIGATION PLAN 1-2.1 -1.2.3 FOR IRRIGATION DETAILS I _ 14•-0· ~-L ECYCLED-.--- ATER IG ' I I KEY: FC -FROM CURB BV -BALL VALVE QC -QUICK COUPLER FEC -FROM EITHER SIDE OF CURB FW -FROM WALK ' VA[VES,ATTOE'·-., 'OF SLOPE · •' EDGE OF-,•· WALK A-4 A-5 1 1/2" 1 1/2' 27.34 21.1,9 EDGE OF STAIRS METER SIDEWALK 1' M PR 90' CORNER OF WALK ETER 2, 'FW BACKFLOW 6'FW Y-STRAINE 4'FW 90' 5' FW MASTER VALVE 9'FW POC ENLARGEMENT ' ' 1' r-t.!vtf H>Rl--i ----1-, --90• 5• FW 1' 1' PRESS. REG. 9' FW FLOW SENSOR ' "----',__ ___ QC 6' FW l-~L----TEST 1'-0" STATION 66' TO CORNER OF WALK ERAL'·- ANSIQN. BV --- 6' FW I I 96(-0" 1 1' FC ., / ' ' ' ' ' ' 'RECY EMP_--,, ALVE 1;'FC ' ' '.' ,:\,·:,-~. --'""" I,'":§~~"" '•,~ ,. ~ .. -.,, '-/<' ,,.,1:.., • ~,,._, •, 'v•". ,, ---~-'-, :·' -, '----, /,-_., ,;"-" '. ~-::-"y, \•, .'/, ... ' < ' ' ' ----,' ---,:,._ ' ' ' --' ~INTERIOR ''"· -,,_ ----PROPERTY --.:_-~ ._ . , ---LINE TYPICAL . '-l 114' ----·--. ' • ' '-• ~ --~ , ' -----• --------~•t:-·---·---·--___,r---_ --~ 'co,RNER :::i.::..-,--, ,:_-~~~ OFC,URB 1T-O" -;~~-/ r, -;.:• ,. .~ ___ ,_ MATCHLINE A (SHEET 1-1.1) LEFT "AS BUil T" 9#9,~ REVIEWED BY: INSPECTOR KEY MAP/ NTS ffi DATE 0 10' 20' SCALE: 1 "•20' -0" 4-0' S00 PROJECT NO: 06-505 PLTDATE: 10/1312009 REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS WAT ' SIG APP'D SUBMITTAL LOG DATE DRAWING ISSUE SEPTEMBER 19, 2007 Cl1Y SUBMITTAL #1 NOVEMBER 28, 2008 CITY SUBMITTAL #2. (BID SET) FEBRUARY 14, 2008 CITY SUBMITTAL #3 MARCH 21, 2008 CITY SUBMITTAL #4 APRIL9, 2008 Cl1Y SU BM ITT Al #5 (Delta 2) JULY 15, 2008 DELTA 6 CHANGES OCTOBER 2, 2008 DELTA 7 CHANGES 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 2.19, AZ 34139 1-1.1 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS CITY OF CARLSBAD PLANNING DEPARTMENT IRRIGATION PLAN BRESSI RANCH VILLAGE CENTER APPROVED~ -~!-tr ,,.q.~ PLANNING DATE DWN BY: JJ MJ AB PROJECT NO. I DRAWING NO. CHKD BY: JJ RVWDBY: JJ CT06-24 452-9L 5' FC TEE ,-1 ■ ,-1 I 1--1 ~ w I (/) w z 1--1 1' FC 45" . • RECYCL ,,,.,r----.. • WATER IGN - 3' FW av---,---_ _. 3.0 ·I I I . B-17 I I I I I I I I I I --1>, '<'. 1" 2.0 B-18 1" 13.78 ,_,,, : ,,,_--~-' ... .. ' - I· 11-HH+-I ~ lt=:ft __ =,=,_ fi'!q 'ijiij,~ MAIN 5' IF'..'.::.f~:!f FC ' . POTABLE WATER LINE FOR FIRE 2' 2' PO AL LI E 0 B2 B1 \ POTABLE WATER LINE FOR BLDG. LIGHT POLE NOT .. 1Vl1'\lu.'IILlNE A VES ARE SHOWN FOR GRAPHIC CLARITY ONLY. MAINL . b VALVE E LOCATED ON THE PROPERTY, OUTSIDE THE · . . -OF~WAY, AND WI G .. AREAS. VERIFY LOCATIO · ER'S REPRESENTATIVE P --.. -·,-. . INSTALLATION / B-0 1" B-1 1" B-2 EXISTING PARKWAY CONTROLLER . 11 · FROM LIGHT POL!;, :i' FROM WAlK ··· · <) -~' 5.54 .. 1" .O.C #2 --.· ·_ ECY .A'=--ADJUST EXISTING IRRIGATION .... ·•· AT PROPOSED BUS STOP.,; -' . T91"'1:;~~½'-9.~~:::_, . ,. __ . "--'<.c:.µ~=-'-'-"-'~='=4'-' ·-:--:-·--· ··::□ MAIN 1' FC i 90• 1' FC 90• 1' FC 90" 1' FC ~;;, I '31--0~ I . 30.72 90° 1' FC 1' 1' 2' 1' 17'-0" ---.l'-122'-0" B C BS BV I B4 VALVES ! 1' FC _____ ___. ___________ _ I . I. '.; QC 8' FC 45° 1' FC B-6 1" 11.4 ' B-7 BV-2 F ROM 1" CORE ROF SO, 3 F ROM ---t f.":90 ... FC ... POLE ~------1-------1s3·-o·-"·----------~C;;;-;! ... ' ' 1 ' BLEWA ER FOR BL p ABLEW '. E FOR Fl ' HO , B, ROPOS D) LIGHT POLE -~9 S.F. f. - ~3• .MO_IN!.lli..E -RW~. _ i I t' 1' / 1' ~ 1' B13 . ) 1' B12 ,-: 1' B11 218'-0" ~--,;' INTERIOR PROPERTY LINE TYPICAL ,,._ ,; _,_ ______ ·--· --;-- · M/\IN 2'FC POTAB E WATER LINE F R BLDG. TABLE L NE FOR Fl --. . ~-~~----,-~---;~------···- MATCH LINE SEE SHEET 1-1.6 ·; • ,-., BEGIN/ENO SLEEVE , ' )J r 1' 1' 18 3' 12' 10' B20 B21 B22 BV QC BV LIGHT POLE NOTE: CIVIL UTILITY LEGEND ON R-1.1 FOR REFERENCE SEE SHEET: 1-1.0 FOR IRRIGATION LEGEND & NOTES 1-1.1 -1-1.7 FOR IRRIGATION PLAN 1-2.1 -1-2.3 FOR IRRIGATION DETAILS ' ------1--BV2' FC 2' ----~--PULLBOX 2' FC 39'-0" BEGIN SLEVE 1' FEC ----+---CORNER OF CURB 33'-0" , ENO SLEEVE 1' FEC FIRE HYDRANT 20·-o· QC 1' BV VALVES 2' FC 1' BV 1' 1' B6 B7 1' BB 1' B9 92'-0" "AS BUil T" ~n Q -< - REVIEWED BY: INSPECTOR METER LIGHT POLE 15"-0" GATE VALVE 6'FW TEE 6' FW GATE VALVE 6' FW 2' 2' 6' CORNER OF WALK SIDEWALK 90• 9'FW MASTER VALVE 9'FW FLOW SENSOR 9'FW POC ENLARGEMENT KEY FC • FROM CURB BV • BALL VALVE QC • QUICK COUPLER FEC • FROM EITHER CURB FW -FROM WALK EB 0 ,o' 20' PRESSURE REGULATOR 9'FW 40' TEES' FW TEST STATION 7'FW SDG PROJECT NO: 06-505 PLTDATE: 10/13/'2009 REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT ANO DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. lt/71!' DAE DATE BY DESCRIPTION DATE REVISIONS APP'D SUBMITTAL LOG DATE DRAWING ISSUE SEPTEMBER 19, 2007 CITY SUBMITTAL #1 NOVEMBER 28 , 2008 CITY SUBMITTAL #2 (BID SET) FEBRUARY 14, 2008 CITY SUBMITT Al #3 MARCH 21 , 2008 CITY SUBMITT Al #4 APRIL 9, 2008 CITY SUBMITT Al #5 (Delta 2) JULY 15, 2008 DELTA 6 CHANGES OCTOBER 2, 2006 DEL TA 7 CHANGES SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTI C EXPRESSION IN DESIG N W ITH ENV I RONM ENTAL SENStT l VITY 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 1-1.2 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS I SH6ET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT 7 IRRIGATION PLAN BRESSI RANCH VILLAGE CENTER APPROVED rf/4 £_ C:f" ,at~1f I\ -~-rf PLANNING DATE OWN BY: JJ MJ Af3 I PROJECT NO. I DRAWING NO. CHKO BY: JJ CT06-24 452-9L RVWDBY: JJ QC BV BV 45• CHLINE A .. ,,, RECYCLED WATER SIGN OUTDOOR EATING AREA- IRRIGATION TO BE BUBBLER OR --<I SUBTERRANEAN DRIP POTABLE WATER LINE FOR BLDG. SHOP 'F' (PROPOSED) AREA -. J.,_020 S.F. F.F. • <tUa ·, -·r-···-..... . POTABLE WATER LINE FOR BLDG.~- / ¾: 1343 1," 3.5 " 8-42 1 112:. .. 20.3} v / / IRE I YDRANT I NOTE: • MAINLINE AND VALVES ARE SHOWN FOR I GRAPHIC CLARITY ONLY. MAINLINE AND \ VALVES ARE TO BE LOCATED ON THE PROPERTY, OUTSIDE THE RIGHT-OF-WAY, AND I WITHIN PROJECT'S PLANTING AREAS. VERIFY · I LOCATION WITH OWNER'S REPRESENTATIVE.. . PRIOR INSTALLAT I I I I ~,· ,,, ,. .-,.,,. -,,· ,. :~ ,.-:,•:.-· ~!Y- .-,·t!</';, ,.' . -.~:---~ T c ;,:.'-· ,,, ' 19'-0" ,.- FROM NG SLOPE OVIDE 1000/4 RAGE ON SLOPE UP TO EDGE_ OF COMMERCIAL CENTER -· .· PROPERTY L.LNE. . SiDEWAL'I< . : : . . POTABLE WATER LINE FOR FIRE--y OUTDOOR EATING AREA - IRRIGATION TO BE BUBBLER OR _ _/ SUBTERRANEAN DRIP SHOP 'G' ~OPOSED) ~ ---~~-~---' '< -, . ' -:: .. -' ~ ' ■ UJ z ...... _J :r: . :.U y I- I ~ •• ■ ' END .... C.URB. Q . V 12'-0"--,K ' , .. .844 < 1 ,1' ' 1' 1' 1' M ATC H LINE A (SHEET 1-1.3) LEFT BEGIN/ END SLEEVE 1' FC •~-26 1" 4.5 • ,, ·:· :, . : ': t;::-~~,=~L __ _,_ __ CORNER I , . ... BV 2' BV . . !t z B27 626 END · lEEVE 12" FC OF CURB ' , I ,...,.1~<11 I I J I 65'-0" I l . I I I I i I I I IN ER/OR PER .............. , .. L E TYPIC ,·, VALVES . 1' FC 440 B~35 B-36 1" 15.01 , . I L BEGIN . . EEVE / s.i ORNER . _FCURB \\ -,.,_.,, , .. ---~ ·::::::-., ~-,../,_,(~! .::._ ~t::-:--------- 8'-0" -.<::::----7 1-c-[ ·;\ I I I I ,,, ,_, ... BEGINING / END SLEEVE 12" FC B4S, ,, BE END 51 FEY I I I I l I I I L1 I I I --........ ,". ' i/ < • :1~;<:~ 39'-0" go• I I 12· FC ......... J L ............. . I I I MAIN .... )12'.EC I I ,. f. ' ~---....... BEGIN/END SLEEVE 12" FC r ;r ··7··---_r··-·T / ... /./ .... / 1ft) TEE FIRE HYDRANT 1' FW QC UJ z ...... _J :c 2' 12· 2' 2' -------- BV 838 B37 BV 12" FC 45' TO END OF SLEEVE/ CORNER OF CURB CURB 12" 12" 12" 12" 12" 12" QC SEE SHEET: 1-1.0 FOR IRRIGATION LEGEND & NOTES 1-1.1 -1-1.7 FOR IRRIGATION PLAN BV BV BJ4 B35 B36 NOTE: CIVIL UTILITY LEGEND ON R-1.1 FOR REFERENCE CURB 1-2.1 -1-2.3 FOR IRRIGATION DETAILS KEY FC -FROM CURB BV • BALL VALVE QC • QUICK COUPLER FEC -FROM EITHER CURB FW -FROM WALK "AS BU IL T" ~✓ REVIEWED BY: INSPECTOR ------ SUBMITTAL LOG DATE DRAWING ISSUE SEPTEMBER 19, 2007 CllY SUBMITTAL #1 NOVEMBER 28, 2008 CllY SUBMITTAL #2 (BID SET) FEBRUARY 14, 2008 CllY SUBMITTAL #3 KEY MAP/ NTS MARCH 21, 2008 CllY SUBMITTAL #4 EB DATE 0 10' 20' SCALE: 1•-20•-o• 40' S00 PROJECT NO: 06-505 PLTDATE: 10/13/2009 REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. APRIL 9, 2008 CllY SUBMITTAL #5 (Delta 2) JULY 15, 2008 DELTAS CHANGES OCTOBER 2, 2008 DEL TA 7 CHANGES 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 21)8, NV 219, AZ 34139 1-1.3 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS CITY OF CARLSBAD PLANNING DEPARTMENT IRRIGATION PLAN BRESSI RANCH VILLAGE CENTER l----+--+----------------1-------J I APPROVED rz_.d-(fu !:\l.'tt-~-~ . PLANNING DATE DATE By ~D~w~N;::;B;;:Y,=: = ,,,.JrrJjMi:JJ:lA\J,B;;-;:I =~P~R==o=JE~c==T==N==o=. =~=D==RA==w1N=G=N=o::;. DESCRIPTION APP'D CHKD BY JJ 1--'-'--=-.L-'-'-l ____ R_E_V..:::.=IS::.::l:...:.O:.:::N.:_S ____ __L.:.:,:_::__j RVWD B~: J~J --CT06-24 452-9L • / MATCHLINE A (SHEET 1-1.4) RIGHT / 39'-0" TO PULL BOX / / / / / / / / / / / / / ,: •• '-,_. \ ' " ' ,., ' ' '" / / o ·::,, " '<_ ' ' , ..... < "'{ ·x:,..,_ ' / ~ ";/-,- / / :,.,_ ,,.. / / / / / .I • ~. / '· ...... / 58'-0" / / '-LIGHT ', POLE ' ' ' ' ' / / )', / ' / / / / I ' ' / / / ' " / / / Mf\1~ 1' FIRE TEE 12" FC END SLEEVE AT BEGIN IN ING OF CURB HYDRANT 647 30'-0" BEGIN SLEEVE CORNER OF PLANTER 12" FC MAIN 1' FC.i,_ 45" TO B38 f # ___ ... EE SHEET 1-1.7 45• END SLEEVE 12" FC NOTE: CIVIL UTILITY LEGEND ON R-1.1 FOR REFERENCE END SLEEVE CORNER OF PLANTER 12" FC 45• BEGIN SLEEVE 12" FC SEE SHEET: CORNER OF PLANTER 12" C2 2'-0" 12· QC 12" FC BV TEE 12" FC 1-1.0 FOR IRRIGATION LEGEND & NOTES 1-1.1 -1-1.7 FOR IRRIGATION PLAN 1-2.1 -1-2 .3 FOR IRRIGATION DETAILS CORNER OF CURB 29'-0" "CF" PULL BOX2' FC CORNER OF PLANTER ' ' ' ' ' ' ' ' ·~--11111 ---. ■, ...._ ·?'-,, "'-lf"'\TC:• ', MAl: HLINE A (SHEET 1-1.4) LEFT KEY FC • FROM CURB BV -BALL VALVE QC· QUICK COUPLER FEC -FROM EITHER CURB FW • FROM WALK "AS BUil T" REVIEWED BY: INSPECTOR EXP. ~/JI/H t I KEY MAP/ NTS EB I\-~~ DATE 0 10' 20' SCALE: 1"-20•-o• 40' SDG PROJECT NO: 06-505 PLT DATE: 10113/2009 REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. SUBMITTAL LOG DATE DRAWING ISSUE SEPTEMBER 19, 2007 CITY SUBMITTAL#1 NOVEMBER 28, 2008 CITY SUBMITTAL #2 (BID SET) FEBRUARY 14. 2008 CITY SUBMITTAL #3 MARCH 21, 2008 CITY SUBMITTAL #4 APRIL 9, 2008 CITY SUBMITTAL #5 (Delta 2) JULY 15, 2008 DELTA 6 CHANGES OCTOBER 2, 2008 DELTA 7 CHANGES SCHMIDT DESIGN GROUP, INC. ••• • ¾fr,·• ••• BALANCING ARTISTIC EXPRESSION IN DESIGN W ITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1 462 facsimile {619} 236 •8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 1-1.4 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS CITY OF CARLSBAD PLANNING DEPARTMENT IRRIGATION PLAN BRESSI RANCH VILLAGE CENTER ~ LE.J J----+--l--------------1---~ I APPROVED 11-,.,tJ 6'--ai .. t . PLANNING DATE BY DESCRIPTION REVISIONS APP'O OWN BY: JJ MJ AB CHKD BY: J~J __ RVWDBY: JJ PROJECT NO. DRAWING NO. CT06-24 452-9L KEY 2'. 10' . \ ,: ,, ., POTABLE WATE LINE FOR FIRE POTABLE WATER LINE FOR BLDG. FC -FROM CURB BV -BALL VALVE QC -QUICK COUPLER FEC -FROM EITHER CURB FW -FROM WALK ' / ' / / , / / ' "' ··',-~-... ·-.;_·· ..... 1/ " " ' ' . ...,,- /' C "-" ~\t:>:t:~~,} •_V ,._ ~- ' ' ,' : ', ; ... 1/ .. ,;,,:. •. --------------------------------~•-r," ,,~ nnr\rMATCHLINE SEE SHE~l-1,7 , . ..,, ... ,-,..,, NOTE: CIVIL UTILITY LEGEND ON R-1.1 FOR REFERENCE I I SEE SHEET: 1-1 .0 FOR IRRIGATION LEGEND & NOTES 1-1.1 -1-1.7 FOR IRRIGATION PLAN 1-2.1 -1-2.3 FOR IRRIGATION DETAILS . ~--. :. \.. ' . ,,__.., --~<·•).,. ' ' I ' ' \ ' ' ' ' ' ' .... "· :~/L '"' I ., .. : .. :-.:. ; ' ' ' ' ' \ . . ' ' ' ' ..... ' r -· .. ~\(?. --- --\ . ____ ,,,.---.. __ ,--\:-·· \ \NOTE: \~ONTRACTOR SHALL ~DJUST EXISTING l~RIGATION ON SLOPE TO PROVIDE 100% 1 COVERAGE ON SLOP9' UP TO EDGE OF NEW/ RETAINING WALL. \ -1-----·------ "AS BUil T" ()91s~ fiA Aol.' EXP. f/"/ II REVIEWED BY: INSPECTOR EB II /2.Jc, f DA:;{ n~~~ DATE ...... i i 0 10' 20· SCALE: 1 "-20' -o• ,! --~A., '-' ! I:/ : : { I I . / '' ,' ; I:/ I, ': ;_:_; ., 40' .. // 500 PROJECT NO: 06-505 PLT DATE: 10/13/2009 REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D SUBMITTAL LOG DATE DRAWING ISSUE SEPTEMBER 19, 2007 CITY SUBMITTAL #1 NOVEMBER 28, 2008 CITY SUBMITT Al #2 (BID SET) FEBRUARY 1•, 2008 CITY SUB MITT AL #3 MARCH 21 , 2008 CITY SUB MITT Al #< APRIL 9, 2006 CITY SUBMITT Al #5 (Delta 2) JULY 15, 2008 DEL TA 6 CHANGES OCTOBER 2, 2008 DELTA 7 CHANGES SCHMIDT DESIGN GROUP, INC. ••· •·••k,. .• ••• BALAN C IN G ARTI STIC EXP RE SSIO N I N D ESIG N WI TH EN VI RONMENTA L SE N SI TI VITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsi mile {619} 236-8792 www.schmidtdesign.com Uc. CA 2138, NV 219, AZ 34139 1-1 .5 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS CITY OF CARLSBAD ~ Lfl_J PLANNING DEPARTMENT IRRIGATION PLAN BRESSI RANCH VILLAGE CENTER APPROVED C::r~ ~\-ci'tr \\ . .,, . ., PLANNING DATE OWN BY: JJ MJ AB PROJECT NO. DRAWING NO_ CHKD BY: JJ CT06-24 RVWDBY: JJ 452-9L MATCHLINE SEE SHEET 1-1.2 --------------------·-··--·-·---· ,::: ~~~. •N -. . • . .. ··_····_·· . .____--,~~~~~~~ : 45• OUTDOOR EATIN!, AREA - ~-IRRIGATION TO BE BUBBLER OR SUBTERRANEAN DRIP S H O p (PROPOSED) AREA -8.630 S.F. F.F. -408.5 ' ' ¥••··i;::::::::==·====:i. --. 18" FC BV ---,..:..---.,.--4---~ -;........--.+ -_:_ - \ f --~. ---------~'.L~~= .............................. , ..... ' ' ' ' ' \ -\· ' ···•·· i -"; ; ] I I , r NOTE: CIVIL UTILITY LEGEND ON R-1.1 FOR REFERENCE ' ' ... , ~ .......... . --.,,. L SEE SHEET: ! . . ! 1· :.·· ·············· .. ················+················ .. ················+····· . __ ,;--!--...... --:--~ , .... L. ... 1-1.0 FOR IRRIGATION LEGEND & NOTES 1-1.1 -1-1.7 FOR IRRIGATION PLAN 1-2.1 -1-2.3 FOR IRRIGATION DETAILS MATCHLINE SEE SHEET 1-1.3 ~=:--:=-:::-;:=::--,rir---ENDSLEEVE 12" ------·:r · ........,., ----,\,--• ---~-----:.E:---t+===+I, FC 13' FROM ·.'2T-O" FIRE HYDRANT EDGE OF PLANTER .. .,..-," I .. , ~ ·····\·~--.. ,· ........ \~~-/ ..... . I i. ........ 0 0 ······ .. '.:,i~• ....... ·····-··· ~. , .. ·······::t'::FW::::: .................. :::;;-:;/:.+· ;;::. . ......................... ·····-· :✓ .................. , ........... . .. ······~----.;_;;..;a...->1,--45"12"FC -.....----BV 3' FC, 2' FROM SIDEWALK -~--4S0 12"FC POTABLE WATER---1 LINE FOR FIRE END OF CURB PLANTER POTABLE WATER LINE FOR BLD~ , SHOP (PROPOSED) AREA -.~980 S.F. F.F. • ..uo CURB C19 l • ..... C20 "°'er BV . ... 8.voc , E, ~-.~ C-18 1 1/2" . ..... ... 24.59 . ····-~h'. ,. ;; ' . .... !H .-~- .w TEE 5' 1' 1' 1' 1' ------>1.---CORNER OF CURB , / / / / 1/ / / / , // C-2}· 1 112" / 31.94 ·,,_, ,.,- ',,·A.{-, / ,·;, ' / / _. ;,. , "AS BUil T" PQ ➔" REVIEWED BY: INSPECTOR ,. TEE1 'FC . OTE: r--:"'-· -·toNTRACTOR SHALL REMOVE KEY MAP/ NTS ;..:_ .. :"--j ALl,EXISTING ·IRRIG . WITHIN .COMM ,\A7"1L N . , C-22 1" 8.97 4.0 / ffi PROPER ·ADDJ IRKN,A QUIRED. / 0 10' 20' SCALE: 1 ••20' -o• 40' SDG PROJECT NO: Q6.605 PLT DATE: 10/13/2009 REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. SUBMITTAL LOG DATE DRAWING ISSUE SEPTEMBER 19, 2007 CITY SUBMITTAL #1 NOVEMBER 26, 2008 CITY SUBMITTAL #2 (BID SET) FEBRUARY 14, 2008 CITY SU BM ITT AL #3 MARCH 21 , 2008 CITY SU BM ITT Al #4 APRIL 9, 2008 CITY SUBMITTAL #5 (Delta 2) JULY 15, 2006 DELTA6 CHANGES OCTOBER 2, 2008 DELTA 7 CHANGES SCHMIDT DESIGN GROUP, INC . ••• .f/L . ••• BALANCINC ARTI ST IC EXPRE SS I O N I N D ESIG N WITH ENVI RONMENTA L S EN SIT I V ITY 2655 Fourd, Avenue , San Diego, CA 92103 telephone {619f 236-1462 facsim ile {619f 236-8792 www.schmidtdesign.com lie. CA 2138, NV 219, AZ 34139 1-1.6 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ~ L1_Q_J CITY OF CARLSBAD PLANNING DEPARTMENT IRRIGATION PLAN BRESSI RANCH VILLAGE CENTER 1---+---+------------1------1 I-AP-PR_ov_E_o -'-~"----J '--IJ_G.y._,__,,a\At:=="-----l\,~-rf . PLANNING DATE DATE BY DESCRIPTION APP'D DATE REVISIONS OWN BY: JJ MJ AB CHKDBY: J=J __ RVWDBY· JJ PROJECT NO. CT06-24 DRAWING NO. 452-9L 12" FEC ENO SLEEVE I • I I I ·······•··· I I / / / ~jiEGIN E , / / / / / EMPLOYEE LUNCH AREA , / / / / / ~C-,O C-14 I 1" 1" / / 1.5 2.5 1s:51 90" / 90' 12" FC END OF CURB t----4 ....I :r: u ~ ~ .... •·· ' ., ' EMOVE ···· Fn / , / --·· - NOTE: CIVIL UTILITY LEGEND ON R-1.1 FOR REFERENCE //) MATCHLINE SEE SHEET 1-1.5 ·-------------------------·---- 1.0 / / / STATER BROS. . KEY FC -FROM CURB BV -BALL VALVE QC -QUICK COUPLER FEC -FROM EITHER CURB FW -FROM WALK ·····~---··· ..... ..J ----..... ··-· ~v1 AJOR 'A' (PROPOSED) Mm-r.~ -4~480 S.F. ~+~ ~ : l:i~5lt. F.F. • 405 NOTE: MAINLINE AND VALVES ARE SHOWN FOR GRAPHIC CLARITY ONLY. MAINLINE VALVES ARE TO BE LOCATED ON,:: PROPERTY, OUTSIDE THE RIGHT F,-AY, AND WITHIN PROJECT'S PLAN A BAS. VERIFY LOCATION WITH OW,,..--.,.,. REPRESENTATIVE PRIOR I ';.'· ' ,~ ' \ .· -~ / / SEE SHEET: 1-1.0 FOR IRRIGATION LEGEND & NOTES 1-1.1 -1-1.7 FOR IRRIGATION PLAN 1-2.1 -1-2.3 FOR IRRIGATION DETAILS ~-·-··· -..... . "AS BUil T" ~ O.~ REVIEWED BY: INSPECTOR / / / / / / I / / // / / • • ' , , , / / • ' ; , , /, /, , , • , , • • j I ! I • , • : . ! ; I , • • f : j I / I / / / ! ! ! j / • ,! : : ! : : : / I : 1 • • 1 . / / J ! -. ,/ : -' : , , I I '/ '· , , , . I f J / / / / / / , , I , . • I ! / / • • / ' / / / / / EB o 10' 20' SCALE, 1 "•20' -0" 40' SOG PROJECT NO: 06-605 PLTDATE: 10113/2009 REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT ANO DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. SUBMITTAL LOG DATE DRAWING ISSUE SEPTEMBER 19, 2007 CITY SUBMITTAL #1 NOVEMBER 28, 2008 CITY SUBMITTAL #2 (BID SET) FEBRUARY 1◄, 2008 CITY SUBMITTAL #3 MARCH 21, 2008 CITY SUBMITTAL #4 APRIL 9, 2008 CITY SUBMITTAL #5 (Delta 2) JULY 15, 2008 DELTA 6 CHANGES OCTOBER 2, 2008 DELTA 7 CHANGES SCHMIDT DESIGN GROUP, INC. ••• . .,, / , •. .. ,c ••• BA.LANCING 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 1-1.7 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS CITY OF CARLSBAD PLANNING DEPARTMENT IRRIGATION PLAN BRESSI RANCH VILLAGE CENTER !----+-+-----------------<-----I APPROVED W Gs::~21:..elt- . PLANNING ll-S~ DATE DATE BY DESCRIPTION REVISIONS APP'O DWN BY: JJ MJ AB CHKD BY: J=J __ RVWDBY· JJ PROJECT NO, DRAWING NO. CT06-24 452-9L or ---1 ' ·I I ' ·I ' I __________________ ____:_ ___________________________________ ___;__ __________________________ _,i I NOTE: ,,r---\1 ALL MANIFOLD PIPING AND ISOLATION VALVES TO BE 2" INTO EACH CONTROL VALVE AND 1"TO EACH Q.C. SIDEWALK 0 PRESSURE SUPPLY LINE (SEE PLAN FOR SIZE) Q BALL VALVES (SEE SPECIFICATIONS ANO DETAIL F /1-5) 0 QUICK COUPLER (SEE LEGEND AND DETAIL G/1-5) 0 HEAT BRAND ALL VALVES 0 1'-6" 1'-6"' 0 ELECTRIC CONTROL VALVE 0 MANIFOLD PIPE-SAME SIZE AS PRESSURE SUPPLY LINE LOCATED UNDERNEATH VALVE BOXES NOTE: 1. EACH MANIFOLD SHALL HAVE A MAXIMUM OF 15' SEPARATION. ALL MANIFOLDS ARE TD BE INSTALLED IN PLANTER AREAS WHENEVER POSSIBLE. 2. PROVIDE PURPLE BOXES ON RECYCLED WATER SYSTEMS. • LEGEND: 1 '-----li16 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 CD @ @ © ® © 0 ® ® @ @ @ @ @ 3. DIRECT BURIAL COMMON AND CONTROL WIRES WILL BE COILED TO PROVIDE 12" EXPANSION COILS INSIDE VALVE BOX. @ 4. PROVIDE PURPLE BOX AND HANDLE ON RECYCLED WATER SYSTEMS. @ @ P.V.C LATERAL LINE PER LEGEND. SCH. 80 P.V.C. MALE ADAPTER SCH. 80 P.V.C. UNION (TXT) 0-RING TYPE LASCO QR EQUAL SCH.BO P. V.C. NIPPLE WATERPROOF WIRE CONNECTORS PER NOTES REMOTE CONTROL ELECTRIC VALVE PER LEGEND 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.BO P.V.C. NIPPLE SCH.BO FEMALE ADAPTE(lrXS) PV.C. PIPE SCH.40 P. V.C. ELL (SXS) SCH.40 P.V.C. TEE MAINLINE PRESSURIZED P. V.C. MAINLINE (SXSXS) PER LEGEND 24 VOLT DIRECT BURIAL WIRES FROM CONTROLLER PER LEGEND. 1 CUBIC FOOT PEA GRAVEL MIN. SUPPORTING VALVE BOX UNMORTARED BRICK FOUNDATION ,i;', MANIFOLD CQNFIGURA TION ~----------® REMOTE CONTROL VALVE NO SCALE LEGEND: (D IMPORTED TOPSOIL OR AMMENDED NATIVE SDIL ® FINISHED GRADE @ NATIVE SOIL FREE OF ROCKS AND DEBRIS J" OR GREATER © TRENCH MARKER @ SAND BEDDING MATERIAL @ IRRIGATION MAINLINE (!) DIRECT BURIAL CONTROL WIRES @ IRRIGATION LATERAL LINE NOTES: 1. WARNING TAPES: SHALL BE A 3" WIDE CONTINUOUS METALLIC PLASTIC STRIP ABOVE THE MAINLINE (ONE ON THE MAINLINE AND ONE 12" ABOVE THE MAINLINE) 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 SEA TED AT BOTTOM OF TUBE. STEP 2: APPLY SCOTCHLOK Y SPRING CON- NECTOR IN A CLOCKWISE DIRECTION. ~:] STEP 4: POSITION WIRES IN WIRE CHANNELS AND CLOSE INSULATOR TUBE COVER. NO SCALE 4" &: 6"+ DIAME ER 2. ALL PIPE AND CONTROL WIRE UNDER PAVEMENT SHALL BE INSTALLED IN A P.V.C. SLEEVE PER THE IRRIGATION LEGEND ,le NOTES. (SEE SHEET 1-1.1 PAGE 16) 3. BACKFILL MA TERI AL SHALL BE COMPACTED TO A RELATIVE COMPACTION NOTE: MAXIMUM WIRE SIZES PER CONNECTOR ARE 3 -#14'S OR 2 -#12°S. Of PIPE OF 90" MIN. (i?\ MAINLINE/ DIRECT BURIAL CONTROL WIRE 0~_____:__ _______ _ NO SCALE ~ WIRE CONNECTION = □ 4 D 9 LEGEND (j) 1" (25mm) CRUSHED ROCK (6" (150mm) DEPTH MINIMUM) ® CONDUIT FOR LOW VOLTAGE FIELD WIRES (SIZE AND r.\ QUANTITY AS REQUIRED) \V CONCRETE BASE © ANCHOR SOL TS, NUTS & WASHERS ( 4 EACH) fs\ FIELD WIRE BUNDLE. INCLUDES DIRECT BURIAL CABLES AND WIRES FROM \V 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. (j) POWER SWITCH AND OUTLETS ® ELECTRONIC CONTROLLER ASSEMBLY: PRE-ASSEMBLED ON STAINLESS STEEL BACKBOARD CONFIGURATION AS SHOWN PER PLAN @ STAINLESS STEEL ENCLOSURE SHOWN WITH 12"(305mm) PEDESTAL MOUNTED SECURELY TO CONCRETE BASE ENCLOSURE PER PLANS @) FINISH GRADE @ CONDUIT FOR 120 VOLT POWER SUPPLY @ CONDUIT FOR TELEPHONE NO SCALE tr::;iu~i~% ":_.,.., .,.,,,,,-.,...;,-,--,-,.,., 11 ,, . : · •' 6 }------... LEGEND: (D THREADED PVC SCH 80 NIPPLES (NO CLOSE NIPPLES TYP.) @ PRESSURIZED PVC MAINLINE @ PVC FEMALE SXT ADAPTER © PVC SCH 80 UNION @ VALVE AS SPECIFIED ON PLANS 18" POSITION VALVE IN BOX SO THAT HANDLE IS FREE TO OPERA TE. 1 2 3 LEGEND: G) 10" ROUND PLASTIC VALVE BOX W/ Q.C. HEAT BRANDED INTO TOP • © QUICK COUPLER VALVE (PROVIDE WITH ACME THREADS ON RECYCLED WATER SYSTEM) PER PLANS @ FINISH GRADE. ALLOW 2" DEPTH FOR TOP MULCH @ 1 O" ROUND (PURPLE) PLASTIC VAL VE BOX FOR 1-1/2" VALVE AND SMALLER. 12" RECTANGULAR (PURPLE) PLASTIC VALVE BOX FOR 2" VAL VE AND LARGER. ~ ONE CUBIC FOOT CONCRETE THRUST BLOCK SCH.BO BRASS PIPE SCH. 80 PVC 90 {Z)MAINLINE: SCH 40 FOR 1.5" OR SMALLER; CLASS 315 FOR 2" AND LARGER ----L--{110 NOTES: (PER SPECIFICATIONS), INSTALL 2" ABOVE FINISHED GRADE IN SHRUB BED; 1/2" ABOVE IN LAWN (v FINISHED GRADE © PVC FEMALE ADAPTER ® PEA GRAVEL 1/2" DIAMETER (APPROX. 1 CU. FT.) @) UNMORTARED BRICK FOUNDATION 1. ALL THREADED PIPE CONNECTIONS WILL BE SEALED WITH OVERLAPPING WRAPS OF TEFLON TAPE AS REQUIRED TO PREVENT LEAKAGE, 2. PROVIDE PURPLE BOX AND HANDLE ON RECYCLED WATER SYSTEMS. ®BALL/GATE VALVE ------------~· NO SCALE SLIP X SLIP 45 DEGREE ELL (2 REQUIRED) 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 RECTANGULAR VALVE BOX {PURPLE FOR RECYCLED WATER) (DO NOT CUT ADDITIONAL HOLES INTO BOX) PVC SCH. BO MALE ADAPTER (2 REQUIRED) PURPLE PRESSURE SUPPLY LINE,ALIGN WITH FLOW SENSOR (SEE PLAN FOR SIZE) INSTALL FILTER FABRIC AROUND GRA.VEL SUMP 1-¼" SCH. 40 WIRE CONDUIT WITH SWEEP FOR MASTER VALVE WIRES (TO FLOW SENSOR) fr0,, MASTER VALVE 0.-----~-----NO SCALE ,---\5 SEE SHEET: 1-1.0 FOR IRRIGATION LEGEND & NOTES 1-1.1 -1-1.7 FOR IRRIGATION PLAN 1-2.1 -1-2.3 FOR IRRIGATION DETAILS ® QUICK COUPLER - l @ MARLEX STREET ELLS (2) REQUIRED PER QUICK COUPLER @scH.40 P. V.C. TEE (SXSXT) NOTES: 1. ALL P.V.C. FITTINGS SHALL BE SCH. 40 EXCEPT WHERE NOTED. 2. ALL SCH.BO P. V.C. THREADS SHALL BE WRAPPED WITH TEFLON TAPE. 3. ALL THREADED PIPE CONNECTIONS WILL BE SEALED WITH OVERLAPPING WRAPS OF TEFLON TAPE AS REQUIRED TO PREVENT LEAKAGE. 4. PROVIDE PURPLE BOX AND RECYCLED WATER SYSTEMS. 5. QUICK COUPLER VALVES SHALL BE Of A TYPE APPROVED FOR RECYCLED WATER USE. -------1.1 ~--------i2 -------1;3 HO SCALE 10 X PIPE DIA. IN. UPSTREA ROM SENSO : 1°"FTJ-'jj' ,'·rr:"'1: 1 ·'n' 5 X PIPE DIA. Ml . DOWNSTRE M ROM SENSO G) 10" ROUND VALVE BOX (PURPLE COLOR FOR RECYCLED WATER) (DO NOT CUT ADDITIONAL HOLES INTO BOX) @ FINISH SURFACE G) ~G'~:g~i~~~./~~ ~~~~EUi;A);t1~fci'E6~.f~t:C~~f @ CABLE FROM MASTER VALVE TO CONTROLLER ASSEMBLY @ 1-/14" CONDUIT FROM MASTER VALVE ASSEMBLY @ FLOW SENSOR (SEE LEGEND) ® ¾" GRAVEL SUMP IN,UNDER AND AROUND VALVE BOX. FILL TO TOP OF VALVE BOX HOLES. @ CONNECT WIRES TO VALVE USING WATER TIGHT CONNECTORS @ 8'' DIA. CL 160 PVC SLEEVE (OTO REST ON TOP @ INSTALL FILTER FABRIC AROUND GRAVEL SUMP fj) PVC REDUCJNG BUSHING FOR REDUCTION IN PIPE SIZE AT FLOW SENSOR EDGE OF PURPLE PRESSURE SUPPLY LINE) FLOW SENSOR SDG PROJECT NO: 06"505 PLT DATE: 3121/0B @ 45 DEGREE PVC SCH. 40 SUP X SUP ELL (2 REO.) EXTEND PRESSURE SUPPLY LINE TO 18" DEPTH NO SCALE SUBMITTAL LOG DATE DR/I.WING ISSUE -----------1 SEPTEMBER 19, 2007 CIT'f' SUBMITTAL #1 _,__ _ _j_ ____ _c_--'-----------1 NOVEMBER 28, 2008 CITY SUBMITTAL #2 (61 □ SET) FEBRUARY 14, 2008 CITY SUBMITTAL #3 CITY SUBMITTAL #4 IJ SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIC,N WITrl ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, Si1n Diego, CA 92103 telephone {6,9} 236-1462 facsimile {6,9} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 3413,9 1-2.1 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS i J • I I 1 I ' i ' I ' 7 ·l ' @ CONDUIT FOR FLOW SENSOR AND MASTER VALVE WIRES Q9 CONDUIT FOR CONTROLLER TO CONTROLLER COMMUNICATIONS LINK NOTES: ffi EXISTING SUBGRADE BACKFILL MATERIAL (SEE SPECS) "AS BUil T" REVISIONS Ml,IST BE APPROVED BY PUBLIC HEALTH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT LlLl ! 1. PROVIDE CONDUIT AND, SWEEPS IN DIRECTION Of UTILITY SOURCE. 2. ALL CONDUIT AND SWEEPS TO EXTEND MIN 18" BELOW GRADE FOR IRRIGATION AND SENSOR WIRES AND 24" FOR PHONE AND ELECTRICAL WIRES. 3. COORDINATE WITH CONTRACTOR FOR SIZE AND QUANTITY OF WIRE CONDUITS FOR CONTROL WIRES. 4. INSTALL CONTROLLER PER MANUF"S REC'S 5. ADD ADDITIONAL CONDUITS AS REQUIRED FOR CONNECTION TO TO MULTIPLE CONTROLLERS, PUMPS, ETC., AS REQUIRED. r-;._ CONCRETE THRUST BLOCKS \.:;V (SEE SPECS) 0 THRUST BLOCKS © FITTINGASREQUIRED ® PVC BELL REDUCER AS REQUIRED NO SCALE DATE RCE ____ EXP. REVIEWED BY: INSPECTOR DATE IRRIGATION DETAILS BRESSI RANCH VILLAGE CENTER --------f--~I APn:t~ 4-t::,U,.,t;II.,__ ____ ~-~~;;7 ------------+--~ PLANNING --• DATE ~ 1------_j_-C---------------------+-------i , DWN BY: 11 MI AB PROJECT NO. DRAWING NO. 1--'-DA-'-TE=--c_cBc_Y__L_ _______ DE'-'-SC-'-R"-IP-'-Tl-'-ON ______ ~_A_PP_'D---i : CHKD BY: JJ CT06-24 452-9L REVISIONS I RVWD BY: ' ! _r: U7 9--J I _o ' 11111■ 'I I • 'I ' 1' •• 8 ® SPRAY HEAD , • E LEGEND: (l) WALK OR CURB ® BUILDING WALL OR FENCE (WHERE APPLICABLE) @ FINISH GRADE IN TURF AREAS @) POP-UP SPRAY HEAD @ MULCH LA YER IN PLANTING AREAS @ FINISH GRADE IN PLANTING AREAS (l) SCH.BO P.V.C. NIPPLE (2 EACH) SIZE PER HEAD INLET @ MARLEX STREET ELL (2 EACH) SIZE PER HEAD INLET @ P. V.C. LATERAL (PER PLAN) (9 P. V.C. TEE OR ELL (SXSXT) (J) PURPLE CAP FOR RECYCLED WATER SPRAY HEADS NOTES: 1. ALL P.V.C. FITTINGS SHALL BE SCH. 40 EXCEPT WHERE NOTED. 2. ALL P.V.C. THREADS SHALL BE WRAPPED WITH TEFLON TAPE. . ' NO SCALE © BUBBLER AT TREE PLANTING LEGEND: ,:;-., ROOT BALL SLIGHll.. Y HIGHTER \_.'.,/ THEN FINISH GRADE ® WATER BASIN -LIGHTWEIGHT PLANlER MIX FROM HANSON AGGREGATES / A-1 SOILS 1-858-577-2727 © CWM MODULAR CONTAINER IRRIGATION SYSTEM AVAILABLE THROUGH PLANTER TECHNOLOGY 1-800-542-2282 OR APPROVED EQUAL 0 PLANTER PER PLAN © WATER PROOFING © CONCRETE SURFACE PER ARCHllECT 0 FILTER FABRIC © 3• THICK GRAVEL BASE NOTES: 1. COORDINATE WITH PLANTER TECHNOLOGY FOR SIZE, TYPE, STYLE, AND QUANTITY OF CWM MODULAR UNITS REQUIRED WITHIN EACH POT. DAYLIGHT AT ADJACENT PLANTER WHERE OCCURS LEGEND: G) 6" DIAM. PERFORATED PLASTIC DRAIN PIPE 36" LENGTH -FILL WITH 3/4" CRUSHED AGGREGATE ® PVC ELL (T,T) ' ~ • 0 PVC TEE OR ELL (SxSxT) © PVC LATERAL LINE PER PLAN Is\ WATER BASIN (SEE PLANTING DETAILS) \::!.,/ I.P. S. PVC FLEX RISER ® 1/2" SCH.BO P.V.C. RISER (j) WATER BASIN ® FRICTION FIT ACCESS CAP (DO NOT GLUE) ® BUBBLER PER PLAN (TWO PER TREE) @ MULCH LAYER @ PLANT ROOT BALL NO SCALE 4 ~ • • ' • ,A ' ' • • • • • A • • ' 4 • • • A • ' A ~ • • N SHRUB PLANTING IN SELF-IRRIGATING PLANTER POT 0 SHRUB PLANTING IN WALL PLANTER NO SCALE SEE SHEET: 1-1.0 FOR IRRIGATION LEGEND & NOTES 1-1.1 -1-1.7 FO.R IBRlf3ATIQl'.J PLAN 1-2.1 -1-2.3 FOR IRRIGATION DETAILS ' ' . ® SLEEVING PLAN LEGEND: (l) PA"1NG PER PLAN (g) FINISHED GRADE @ CLEAN COMPACTED BACKFILL @) 2 DETECTABLE WARNING TAPES @ SAND BEDDING MATERIAL @ IRRIGATION MAINLINE (l) DIRECT BURIAL CONTROL WIRES @ LATERAL LINES, SEE SPECS. @ UNDISTURBED SOIL @ SCH. 40 PVC SLEEVE 2x PJPE SIZE DIAMETER MIN. NOTE: 1. ALL PIPE AND CONTROL WIRE UNDER PAVEMENT SHALL BE INSTALLED IN A P.V.C. SLEEVE PER THE IRRIGATION NOTE #21 SHEET 1-1.0 PAGE 4 2. BACKFILL MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90,i MIN. 3. PRESSURE MAINLINE SHALL BE INSTALLED ON A 6" SAND BED AND COVERED BY 6" OF SAND PRIOR TO ANY OTHER BACKFILL MATERIAL LEGEND: f<> ROOT BALL SLIGHTLY HIGHTER THEN FINISH v GRADE ® LIGHTWEIGHT PLANTER MIX FROM HANSON AGGREGATES / A-1 SOILS 1-858-577-2727 © FILTER FABRIC 0 3" THICK GRAVEL BASE © PLANTER PER PLAN © 2" ATRIUM GRATE -NOS 270 -ATTACH TO 2" DRAIN PIPE -SEE MECHANICAL PLANS FOR CONTINUATION OF DRAIN LINES 0 PEDESTAL WALL PER ARCHITECT © 2" DRAIN LINE -CONNECT TO STORM DRAIN SYSTEM OR DAYLIGHT INTO ADJACENT PLANTER -SEE CIVIL DRAWINGS FOR CONDINUATION 0 3/4" SCHEDULE 40 PVC, SEE IRRIGATION PLANS @ IN-LINE DRIP TLBING W/ 1 GPM EMITTERS @ 8" O.C. CIRCLE ENTIRE CONTAINER. NOlES: 1. SEAL BASE OF PLANTER AROUND DRAINAGE AND IRRIGATION PIPE TO PREVENT WATER LEAKAGE. NO SCALE NO SCALE SUBMITTAL LOG SCHMIDT DESIGN GROUP, INC. ••• .,i. SALANCJNCi ARTISTIC EJ<f'RESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Di~go, CA 92103 telephone {619} 2-36•1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 21g, AZ 341?,5t . I •I :I I l I I I ••••• 1-2.2 ; 1------------------..:...::=-11 APPROVED FOR Pl.ANTING AND i .soo PROJECT NO 06-505 IRRIGATION ONLY. INCLUDING PRECISE LOCATION 1 1 ________________ 1 ____________ _.'.::;P-=L'="='T=E'=',,='=/°'===:'._--~~==:::;-;:==~o~F=P~I.A;;N;T~1~N;G~A~R~EA:;s~==::-::===:l .1 REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ~I =~='-':I =C=l=T=Y=O=F=C=A=R=L=S=B=A=D='-=I SH2EE7TS_] ;_",;',·-: "AS BUil T" DATE RCE ____ EXP. REVIEWED BY: PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO . IMPLEMENTATION IN FIELD. PLANNING DEPARTMENT IRRIGATION DETAILS BRESSI RANCH VILLAGE CENTER ., :I 1-----+---+-----------+----1 IA _.pfL-"'n=v -(i--=-'lf'--. _cc:t.JJ.c,c.-,.,..Dlf11. ___ -¾->5-~<e> I --------+--~ ~P~LA~N=:N~l=NG=;;:::::;-~~--:-~=====~r=D_A::::_T:=_E::::_=-=~--, ( X: V1 ~ I _o r INSPECTOR DATE t-DA_TE~_B_Y~-------□E_S_CR_IP_TI_ON ______ ~---A"-P ___ P'O~ ~=i~. -~,,,_-~_M_.,_A_B CT06~24 D452~9L ! '---------------------------~-----..:__--'--------------'---'----.-L~--------------_i_ ____ _!_;R~E:.!..V~IS~IO~N~S~ ___ -1..::::::~:::::::::~.'.::::::::::::::::::::::;::;::::::.::.;::;;:..:;::;::::;:::;::::;;~· ij . : 1IUIIUl!d I I I ---,--,-·---_.J __ ----'"" ---- FINISH GRADE 1 FROM RECYCLED .. ~---0--' WATER MAIN 2 METER ASSEMBLY OER WS-D1 &: WS-D2 SCH 80 PVC,BRASS OR COPPER PIPE WYE STRAINER. SEE NOTE 5 BRASS CHECK VALVE BRONZE BALL VALVE SCREWED BRASS UNION 13mm ()f) BRASS BALL VALVE SCREWED BRASS NIPPLE (TYPICAL) @ METER BOX WITH LID 250mm • 500 mm (10" • 20") OR 425mm x 750mm (17" • 30") @ 10mm ('lf,") ROCK, 100mm TO 150 mm ( 4" TO 6") DEEP. @ BACKFLOW PREVENTER NOTES: 1) REFER TO SECTIONS 15151 STANDARD SPECIFICATIONS. 150mm (6") 7 FINISH GRADE E e TO PRESSURE REGULATOR .. AND 15152 OF THE WATER AGENCY 2) SET TOP DF METER BOX FLUSH WITH SIDEWALK, CURB OR FINISH GRADE. 3) INSTALL WARNING/ IDENTIFICATIOt-1 TAPE AS SHOWN ON WP-01 4) WATER LATERALS INSTALLED FOR THE USE OF RECYCLED WATER SHALL BE IDENTIFIED AS DESCRIBED IN SECTION 15151 OF THE WATER AGENCY STANDARD SPECIFICATIONS. 5) INSTALL WYE STRAINER HORIZONTAL TO SERVICE LATERAL 2 METER Y-STRAINER P.0.C. SEQUENCE NOTES: TO MASTER VALVE TEST STATION 1) REFER TO SECTION 15151 AND 15152 OF THE WATER AGENCY STANDARD SPECIFICATIONS. 2) INSTALL ONE TEST STATION LOCATE DIRECTLY DOWNSTREAM OF CHECK AND PRESSURE REGULATOR VALVE PER WR-03. 3) BRAND "TS" ON PLASTIC TEST STATION LIDS. LEGEND (D BRASS LOCKABLE BALL VALVE, FIP x METER SWIVEL @ ~4• x 1/4" BRASS THREADED BUSHING WITH 1 4" CAPPED OUTLET @ H 80 BRASS CLOSE NIPPLE © PVC SCH 80 90 ELL @ SCH 80 BRASS NIPPLE @ 7 6 PURPLE COLOR VALVE BOX AND LID (SEE SPECS.) {J) LINE SIZE SCH 80 TEE ¾@ 9 8 LINE SIZE BRASS BALL VALVE @ PURPLE PVC CLASS 315 SCH 40 MAINLINE @ 3/8" DIA. PEA GRAVEL SUMP (MIN. 1/2 CU.FT.) MASTER VALVE ® RECYCLED WATER METER p HOTTOSCALE 6) MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST. ® CROSS CONNECTION TEST ST A TION NO SCALE PLAN VIEW PROFILE METER BACKFLOW Y-STRAINER CHECK VALVE ~ PRESSURE PREVENTER REGULATOR - POC SEQUENCE NOTES: 1 I REfER TO SECTJDNS 15151 AND 15152 OF THE SPECIFICATIONS 21 SET 10P Of ME~ER BOX FLUSH WJTH SIDEWALK, CURB OR FINISH GRADE 31 INSTALL WARNJNG/JD[NTJFICATION TAPE AS SHOWN -ON WP-01 4) WATER LATERALS INSTALLED FOR THE US£ OF RECYCLE.D WATER SHALL BE JDENTIFIED AS DESCRIBED JN SECTJON 15151 OF THE SPECJFICATJONS I 5) INSTALL WYE STRAINER HORIZONTAL TO SERVICE LATERAL ~ 61 MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LJST ! 7> A MORE STRINGENT METHOD OF BACKFLOW PREVENTION MAY BE R£0UlRED ~ AS SHOWN ON THE APPROVED PLANS TO PRESSURE ► REGULATOR 150rrm ( 6 II) 1--i~ TEST STATION FJNJSH GRADE TO PRESSURE REGULATOR MASTER VALVE ITEM SIZE AND DESCRIPTION ITEM • NO NO SIZE AND DESCRIPTlON f __ , __ M_£_TE_R_A_S_SE_M_B_L_t_P_E_R_ws_-_0_1_&_W_S_-_02 __ -+---'7--+--1--J_rrm_1_1,-"2'_' )_c,B __ RA_S_S ___ B_AL--L_V;_;_AL::..V:..:E;.._ ___ _. , 2 SCH BO PVC, BRASS OR COPPER PIPE 8 SCREWED BRASS NIPPLE ITYPICALI :,___3 __ w_YE_S_TR_A_I_NE_R_,_SE_E_NO_T_E_5 ____ ____, 9 METER BOX WITH LID 250fll11 x 500nm 4 BRASS CHECK VALVE I 10"x 20"> OR 425rrm x 75011l11 I 17"x3O"l 5 BRONZE BALL VAL VE 1 0 1 0fll11 ( ~,a" I ROCK, 1 00fll11 TO 15 Drrm 6 SCREWED BRASS UNION ( 4" TO G" I DEEP 25mm AND 50mm ( 1 11 AND 2 11 > RECYCLED WATER AGENCIES STANDARDS WATER IRRIGATION CHECK VALVE COMMITTEE APPROVAL: 1213112003 ~ INSTALLATION DRAWING NUMBER: WR-03 .__ _______ .;.... __ .;;..;;....;..;...;;..;;...;.... _______ ...&.;;.;;;;.;;;;;;.;;...;.;.;.;;;;;;;;;.._.:..:.:,.:_..::::..::::..___J ® WATER IRRIGATION CHECK VALVE INSTALLATION R NOTlOSCALE • ·---- _LSTREET SURFACE -- TOTAL OF 20' MINIMUM EXTEND 10' MINIMUM • EXTEND 10 MINIMUM .,,, I ;,, ON EITHER SIDE ltr. ON EITHER SIDE z r 'i '3 w Ct\ . ' .. , ~ s: ~ CONSTANT PRESSURE RECLAIMED WA;_R LINE NOlES -OTABLE WATER LINE , , 2 ' ;vSLEEVE PER NOTE 21 SHEET 1-1.1 ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: -STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS. WATER DISTRICT RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS ® ~~¥rX~t~P◊lsffuclTER PRESSURE LINE AND POTABLE NOT TO SCALE SIDEWALK CURB METER BOX WITH BOLT DOWN LID -SIZE TO FIT POTABLE SERVICE LINE POTABLE WATER METER • RECYCLED WATER ,-----'rn' MINIMUM TO POTABLE MAINLINE IN STREET--· IRRIGATIOt-1 MAINLINE W/ NOTE: SLEEVE VERTICAL CLEARANCE Of 12" MINIMUM IS MANDA TORY WHEN CROSSING PA TH 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. cc 0 '" z 0 " QC 0 0 "' a:, .., -~ ·~ ~ .. -~ -.., u 300nm (12"1 MINIMUM IThls site is lirrigated with I / MOUNTiNG /SCREW LOCATION ~ -, ..--+-~ RECYCLED WATER ~ -AGUA RECICLADA ~ 0 0 -DO NOT ~ NO BEBA ~,____DRINK ~ EL AGUA ~ -CL w >· n ~ c,;..... __ -,. ... _ l,. Agency of Jurisdiction Nam\ __J ◄ 3Brrm 11 1,,"1 BURDFH. ~ MDUNTlNG \AGENCIY CF JURISDJCTJrni TYPICAL ALL AROUND SCREW LOCATION NA~E ONLY IF REOUJRED ◄ _________ 4cc50ccrrrn.c....:.1_18.c...'_') _______ .i~I < • ~ NOTES: ~ "DD NOT DRINK" SIGN WOOD POST, SEE NOTE 4 BELCW + I _iooITTTI-1 1(8 11 ) MIN THE SPECIFJCAl IONS ~ 0 0 N - ~ 11 REFER TO SECTION 15151 OF ' 21 SIGNS SHALL BE MANUFACTURED OF ALUMINUM SHEET, T~JCKNESS 1.6m~ 10.063" OR 1B GAGEi 0 $ 31 THE SIGN SHALL 'NCORPORATE A ,PURPLE B,ICKGROUND WITH WHITE LETTERS AN:l SYMBOLS • 4 I SIGNS SHALL BE W.OUNTED ON A 100nm x 100mm ( 4" x 4" I PRESSURE TR[ATED WOOD PJST ] 900Jf1Tl 136"1 FROM FINISH GRADE. ATTACH THE SIGN TO THE POST USING 6,41TlTI x 38mm ~.; ~ 11,/ x 21,,"1 ANJDIZED LAG SCRE.WS AND WASHlRS 12 LACHI 1---------------------,,-------------1 : 1f ATER AGENCIES STANDARDS ~ RECYCLED WATER "DO NOT DR j NK ii S j GN C8MMITTEE APPROVAL C3/01/2001 <. ----------~ '---------------------LD:.::R:.;:AW..:.IN:.:G...;N:..:U.:::MB:.:E.:::R:_..:.W!..!M.:.!..c . ...::0::.:8:::._~ @ RECYCLED WATER SIGN u NOT TO SCALE NOTES: 1. 6W~tiNt1i~o~~ i~JkW~E METER AND BACKFlOW ASSEMBLY, 2. CONSTR~CJ 2' HIGH RgTAl/mG~ . WALL O · SIDES OF AC LO PREVENT£ . WH~ ~STALLED~ ,3 '6 ~~ ~:1irsr~1Tn w ~1Ec·s?6'r JND (£ ek~~AttB s~~,E~0~1~NTAL ~ -~ AND BACKFlOW PREVENTER. 2' " n ~>" " MAX • ' 3. DO NOT JN6T}LL IN AREA 'A 5 SUBJECT l LOODING: 1:t MIN. 36" MAX. 2 ·2 1 36" MA' •• .... ,, .. ;.,:J= ---=-r.; I ="' I l I I I M >T ·.!:h I I • ;_ . , ®--! j 'V" .... "" ;,, _· .. • ' ,_ll" .,, . ~-. .. . •,·. l ,• ... . L, ~----J '. ,. .., I I ,3 7 3 II I I ll /I PUSLIC PRIVATE CONSUMERS RESPONS181LiTY fC ___ ,,,, . ~;.;.,..·:...,..,;,.,....:.;:-~ TO BE INSTA~LE.D P~RSUANr to MU~ICf AC CODE ~28~oktJ&8· b~,tll~TRKnlql cioi~ .. 1 OF THE ITEM D[SrRIPTION . SPECIDWG , . METER AND. VALVE. f BY DISTRICT I. 0 11PE K HARn OR TYP•. L HARD COPPER OR BRASS RISER. Q 3 COPPER OR BRASS 90• ELBOW f SOLDE~ JOINTS: OR THREADED FITTINGS 1. 4 COPPEi>' OR BRASS NIPPLE. s BRASS 1.JNION. ~ APPROVED BACKFLOW PREVENTER ASSEMBLY. 7 CONCRETE THRUST BLOCK 8 ,~ETER BOX ( BY DISTRICT ). REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT ,,6-.,4.. p;_;,_ 6-04 2 INCH ANO UNOER CITY (NGINEQ!. DATE BACKFLOW INSTALLATION STANDARO DWG, ~Q; W20 0 ~~~~:LOW PREVENTER ASSEMBLY RENEWAL IJAlE ~-oa OF CM-'~ ,I SDG PR~~~-: o~- PLT DATE: 3121/08 SUBMITTAL LOG DATE DRAVl.~NG ISSUE SEPTEMBER 19, 2007 CITY SUB MITT Al. #1 NOVEMBER 28, 2008 CITY SUBMITTAL #-2 (BID SET) FEBRUARY 1.t, 2008 CITY SUBMITTAL#3 CITY SUBMITTAL #4 c.. .. SCHMIDT DESIGN GROUP, INC. ••• .,, • ••••• BALANCING ARTISTIC EXPRESSION IN DESl~N WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 1elephone (619) 236-1462 facsimile [619} 236-879• www.si:hmidtdesign.com Lie. CA 21381 NV 219, AZ 341:~9 1-2. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUil T" REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELO. CITY OF CARLSBA.D PLANNING DEPARTMENT ------------· -----· SHEETS 27 SEE SHEET: 1-1.0 FOR IRRIGATION LEGEND & NOTES 1-1.1 -1-1.7 FOR IRRIGATION PLAN 1-2.1 -1-2.3 FOR IRRIGATION DETAILS RCE ____ EXP. __ _ RE;VIEWED BY: DATE PLANNING IRRIGATION DETAILS BRESSI RANCH VILLAGE CENTER ll.• 'J . •'· 'I l i ;I ., 'l I ·' l " ' ;I I ' I ' F ll ' -1 ' I ! !I ·I ,, ! ii ,, 'j I I i ' ,I I .! I '! ' ' i . ' INSPECTOR_ 1--~+--+-----------------1----1 DWN BY J,LMJ. AB -□A_TE~_B_Y_~ ______ D_ECCSC_Re,.IP __ TI_.ON.c._ _____ ~_AP.c_P_'D-1 CHKD BY: J_J__ - RVWD BY: J R~VISIQNS DRAWING NO, ·· I. 452-9Li _ _______ _., PROJECT NO. CT06-24 i I ··111111d' ( I -....c::. I I IRRIGATION SPECIFICATIONS PART 1.00 GENERAL 1.01 GENERAL REQUIREMENTS A. THE CONTRACTOR SHALL FURNISH ALL LABOR, TOOLS, MACH!NERY, 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 UTIWTY 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. D. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL REPAIRS MADE NECESSARY BY THE NEGLIGENCE OF HIS CRlcWS .. le. THE GENERAL AND SPECIAL CONDITIONS AND NOTES Of THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN. ~ .02 ORDINANCES AND REGULATIONS A. ALL LOCAL, MUNICIPAL AND STATE LA.WSAND 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 rnE 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 IMPROVEMENTS. 1.03 SCOPE OF WORK A. THE VVORK 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., BYOTHERS, EXISTING 1.04 SCHEDULEOFWORK A. UPON AWARD OF THE CONTRACT A WORK SCHEDULE SHALL BE SUBMITTED TO THE LANDS~PE ARCHITECT FOR CARRYING OUT THE WORK. UPON APPROVAL, NO MODIFI ATIONS SHALL BE MADE TO THIS SCHEDULE WITHOUT THE WRITTEN AFPRO AL Of THE LANDSCAPE ARCHITECT. B. Fl ISH GRADING AND LANDSCAPE INSTALLATION SCHEDULE OF WORK SHALL BE PERFO MED DURING THOSE PERIODS WHEN WEATHER AND S01LCONDITIONSARE SUJTAB,E IN ACCOR DANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. 1.05 COORDINATION A. CONTRACTOR SHALL REPORT TO THE LANDSCAPE ARCHITECT 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 Tl-7E WORK AT ALL TIMES WlTH OTHER CONTRACTORS WORKJNG IN AND ADJACENT TO THE ARE.AS IN THIS CONTRACT. THIS JS TO INSURE AN ORDERLY AND EFFICIENT INSTALLATION PROCEDURE, AND TO MINIMIZE CONFLICTS WITH OTHER CONSTRUCTION OPERATIONS. 1 D6 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 WCRKACCORDING TO THE ACTUAL SITE AND PLAN INSTALLATION ACCORDINGLY FURNISHING ALL PJPEAND FITTINGS TO MEET THE SYSTEMS REQUIREMENTS. CONTRACTOR SHALL REPORT ANY CONFLICTS PRIOR TO BEGINNING WORK. WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFUCTS 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 LANDSCAFEARCHJTECT. IF IRRIGATION EQUIPMENT SUBSTITUTIONS ARE ACCEPTED ANO ARE OF LESS VALUE THEN THOSE SPEC!FlED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. B. THE RIGHT TO CHANGE: THE LANDSCAPE ARCHITicCT 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 INSTALLATION OPERATION COMMENCING. CHANGES IN ANY IRRIGATION EQUIPMENT FURNISHED THAT REQUIRES A REDUCTION OR ADDITION IN COST SHALL REQUIRE AN ADJUSTMENT IN THE CONTRACT COST 1.0B REJECTIONS A. ANY IRRIGATION EQUIPMENT 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 WORK AND/OR IRRIGATION EQUIPMENT 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 LANDSCAPE ARCHITECT. 1.09 SUBMITTALS A. SUBSTITUTIONS: SUBMIT 3 COPIES OF CATALOG INFORMATION ON MATERIALS WHICH ARE TO BE SUBMITTED FOR SUBSTITUTION. COMPLETE MATERIAL LIST SHALL BE SUBMITTED PRIOR TO PERFORMING ANY WORK. NO SUBSTITUTION WILL BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPEARCHJTECT. 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 \/\ORK OR \NORKAS SHOWN ON THE CONTRACT DOCUMENTS IS DIFFERENT, THE CONTRACTOR SHALL NOTE THE INSTALLATION 'RECORD DRAWING'. THE MARKED CONTRACT DOCUMENTS SHALL BE K~T CURRENT AS THE WORK PROGRESSES AND SHALL BE AVAILABLE FOR INSPECTION BY THE LANDSCAPE ARCHITECT 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 \MLL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL MYLARS V\IILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO PLANNING DEPARTMENT SIGNING THE PERMIT CARD. 1.11 DELIVERY, STORAGE,AND HANDLING A. DELIVER, UNLOAD, STORE, AND HANDLE MATERIALS, PACKAGING, BUNDLING, PRODUCTS, IN DRY, WEATHERPROOF, WATERPROOF CONDITION IN MANNER TO PREVENT DAMAGE, BREAKAGE, DETERIORATION, 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 PREMATURELY EXPOSED TO MOISTURE, INCLEMENT V\/f.ATHER, 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 SO AS 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 INSTALL.ED, 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 JN ACCORDANCE WITH CALIFORNINOSHA REQUIREMENTS. THE LANDSCAPE ARCHITECT AND/OR CONSULTANTS DO NOT PRACTICE OR CONSULT IN THE FIELD OF SAFETY ENGINEERING. THE LANDSCAPE ARCHITECT DOES NOT DIRECT THE CONTRACTORS OPERATIONS AND IS 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 ARE.AS 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 REPkRED OR REPLACED AT NO COST TO OWNER. RESTORE DISTURBED ARE.AS TO ORIGINAL CONDITION. REPLACEMENT OF PAVING AND CURBS-WHERE TRENCHES AND LINES CROSS EXISTJNG ROADWAYS, PATHS, CURBING, ETC .. DAMAGE TO THESE SHALL BE KEPT TOA MINIMUM AND SHALL RF RFSTORFn Tn \lRl["';Jr-JAl r.nNnJTltlN " 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 ARE.AS WHERE 2 JNCHAND LARGER ROOTS OCCUR, SHALL BE DONE 8Y 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 CLE.AN CUTS THROUGH ROOTS. ROOTS 1 INCH AND LARGER IN DIAMETER SHALL BE PAINTED WITH TWO COATS OF "TREE SE.AL". TRENCHES ADJACENT TO TREES SHALL BE CLOSED WITHIN ;!4 HOURS, AND WHEN THIS IS NOT POSSIBLE, SIDE OF TRENCH ADJACENT TO TREE SHALL BE KEPT SHADED WITh MOISTENED BURLAP OR CANVAS. D. PROTECTION AND REPAIR OF UNDe'RGROUND 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 occu~. 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 YE.AR FROM NOTICE OF COMPLETION. CONTRACTOR SHALL GUARANTEE WORKMANSHIP FOR SIMILAR PERIOD. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING MATERIAL WARRANTY rrEMS WITH MANUFACTURER/DISTRIBUTOR. B. SETTLING OF BACKFILLED TRENCHES WHICH MAY OCCUR DURING GUARANTEE PERIOD SHALL BE REPAIRED BY CONTRACTOR AT NO EXPENSE TO O~ER, 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 E.ACH AUTOMATIC CONTROLLER, LOCKJNG VALVE BOXES AND LOCKJNG QUICK COUPLERS. 3. (4) IRRIGATION HE.ADS WITH NOZZLES (OF E.ACH TYPE USED) FOR EVERY 100 IRRIGATION HE.ADS 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 ARE.A WITH A DIFFERENT COLOR. THIS MAP SHALL BE LAMINATED AND SHALL FJT INSIDE OF THE CONTROLLER BOX. PART 2.00 MATERIALS 2.01 PIPE AND FITT!NGS A. MAIN LINES (CONSTANT PRESSURE) 2" AND LARGER SHALL BE POLYVINYL-CHLORIDE (PVC) 1120-1601200 P S.l, CLASS 315 WITH SOLVENT WELD CONNECTIONS; 1-1/2" 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" AND LARGER SHALL BE CLA.SS200 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 SHAU. BE OF SCHEDULE 80 PVC (THREADED BOTH ENDS) NIPPLES AND FITTINGS. E. RISERS SHALL BE AS FOLLO\NS: SCHEDULE ao PVC THREADED NIPPLES ANO SCHEDULE 80 PVC ELLS AS SHOWN IN THE CONSTRUCTION DETAILS. 2.02 MISCELLANEOUS INSTALLATION MATERIALS A. SOLVENT CEMENT AND PRIMER FOR SOLVENT WELD JOINTS SHALL BE OF MAKE AND TYPE APPROVED BY MANUFACTURER(S) 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 SHAI-L 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 DLOW-OUT STUBS, AND IMRE SPLICE BOX· AMETEK 10" CIRCULAR BOX. 2. 314 INCH THROUGH 2 INCH CONTROL VALVES-AMETEK 1Z' STANDARD BOX. 3. DRIP VALVE ASSEMBLIES -AMETEK 12" STANDARD BOX. C. ELECTRICAL CONTROL V~1RJNG: 1. LOWVOLTAGE: D. ELECTRICAL CONTROL WIRE-AWG UF UL APPROVED NO 14GAUGE DIRECT BURIAL COPPER WIRE FOR ALL CONTROL WIRES, AND NO. 14 GAUGE DIRECT BURJAL COPPER WIRE FOR ALL COMMON W'IRES. E. WIRE COLORS: 1. CONTROL WIRES-RED. 2. COMMON WIRES· WHITE. 3. MASTER VALVE WIRES -BLUE. 4. SPARE WIRES -GREEN !LABELED ATTERMINATIONSI. F. JF MULTIPLE CONTROLLERS ARE UTILIZED, AND VV1RE PATHS OF DIFFERENT CONTROLLERS CROSS E.ACH OTHER, BOTH COMMON AND 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 BIRD PENTJTE CONNECTORS, OR SIMILAR DRY SPLICE METHOD. 1. HIGH VOLTAGE· WIRE SIZE AND TYPE SHALL BE AS REQUIRED BY LOCAL CODES, ORDINANCES AND PROPER SIZE TO ACCOMMODATE NEEDS OF EQUIPMENT SERVICED. H. ELECTRIC CONTROL VALVES· A$ SPECIFIED IN CONTRACT DOCUMENTS. I. SPRINKLER HE.ADS-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. 0. BACKFLOW PREVENTION DEVICE· AS SPECIFIED IN CONTRACT DOCUMENTS. PART 3.00 • INSTALIJ\TION 3.01 PREPARATION A. SCHEDULE AND COORDINATE PLACEMENT OF MATERJALSAND EQUIPMENT JN MANNER TO EFFECT THE EARLIEST COMPLETION OF WORK IN CONFORMANCE WITH CONSTRUCTION AND PROGRESS SCHEDULE. 3.02 LAYOUT A. LAY OUT WORK AS ACCURATELY AS POSSIBLE IN ACCORDANCE WITH DIAGRAMMATIC CONTRACT DOCUMENTS. WHERE CONDITIONS DO NOT PERMIT LOCATION OF PIPING, VALVES AND HcADS WHERE SHOWN, NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY AND DETERMINE RELOCATION IN JOINT CONFERENCE. 8. RUN PIPELINES AND AUTOMATIC CONTROL IMRING IN COMMON TRENCHES WHEREVER PRACTICAL. SEE SHEET: 1-1.0 FOR IRRIGATION LEGEND & NOTES !-1-1 -!-1-7 FP.R !881PP. TIQ~ PW\N 1-2.1 -1-2.3 FOR IRRIGATION DETAILS ' l I 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 AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. TRENCH BOTTOM SHALL BE CLE.AN AND 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, AND NOT LESS THAN 12 JNCHES 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 Vv1LL BE PERMITTED ONLY WHERE PIPE MUST PASS UNDER OBSTRUCTION(S) WHICH CANNOT BE REMOVED. IN BACKFILLING BORE, FINAL DENSITY OF BACKFILL SHALL MATCH THAT OF SURROUNDING SOIL. lT 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 INSTALLED 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 DEBURRJNG 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 1/3 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 ALLOV\!ING WATER IN THE PIPE. C. THREADED JOINT: 1, FIELD THREADING OF PLASTIC PIPE OR FITTINGS IS NOT PERMITTED. FACTORY- FORMED THREADS ONLY \NILL BE PERMITTED. 2. FACTORY-MADE NIPPLES SHALL BE USED WHEREVER POSSIBLE FIELD-CUT THREADS IN METALLIC PIPE WILL BE PERMITTED ONLY WHERE ABSOLUTELY NECESSARY WHEN FIELD THREADING, CUT THRE.ADSACCURATELY 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; 00 NOT USE METAL-JAWED WRENCH. D. CAP OR PLUG OPENINGS AS PIPELINE JS ASSEMBLED TO PREVENT ENTRANCE OF DIRT OBSTRUCTION. REMOVE CAPS OR PLUGS ONLY WHEN NECESSARY TO CONTINUE ASSEMBLY. E. WHERE PIPES OR CONTROL WIR~S PASS THROUGH SLEEVES, PROVIDE REMOVABLE NON-DECAYING PLUG AT ENDS OF SLEEVE TO PREVENT ENTRANCE OF EARTH. 3.05 REMOTE CONTROL VALVES A. INSTALL WHERE SHOWN IN CONTRACT DOCUMENTS AND GROUP TOGETHER V.sioRE 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 TOGETHCR. C. THOROUGHLY FLUSH MAIN LINE BEFORE INSTALLING VALVE. D. JNSTALL IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. E. LABEL CONTROL LINE WIRE AT EACH VALVE WITH A 2 1/4" X2 3/4" POLYURETHANE ID. TAG, INDICATING IDENTIFICATION NUMBER OF VALVE (CONTROLLER AND STATION NUMBER). ATTACH LABEL TO CONTROL WIRE AND LOCATE INSIDE VALVE BOX. F. INSTALL VALVE BOXES FLUSH WITH GRADE IN LAWN AREAS AND2" ABOVE GRADE IN SHRUB ARE.AS. 3.06 AUTOMATIC CONTROL VVIRING A. RUN WIRING ALONG PRESSURIZED MAINLINES WHEREVER PRACTICAL. TIE WIRES IN BUNDLES WITH PIPE WRAPPING TAPE AT 10' INTERVALS AND ALLOW SL.ACK FOR CONTRACTION BETWEEN STRAPPING. B. LOOP A MINIMUM OF THREE (3) FEET OF EXTRA WIRE IN EACH VALVE BOX; BOTH CONTROL WJRE AND GROUND IMRE 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. (INSTALL 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 WJREFOR EACH CONTROL VALVE. H. RUN (1) SPARE, NO. 14 GAUGE WIRE FROM CONTROLLER PEDESTAL TOE.ACH ELECTRIC CONTROL VALVE MANIFOLD ON E.ACH AND EVERY LEG OF PRESSURE SUPPLY LINE. I. LABEL SPARE WIRES AT CONTROLLER AND \/VIRE STUB BOX. 3.07 AUTOMATIC CONTROLLER A. PROVIDE AND INSTALL AUTOMATIC IRRIGATION CONTROLLER IN APPROXIMATE LOCATIONS SHOWN IN CONTRACT DOClJMENTS. VERJFYTHE 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 FORE.ASE 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 GRADEP 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 IN 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 REGUU.TlONS. 3. COMPACT BACKFILL TO 90% MAXIMUM DENSITY IN 6'" LIFTS, DETERMINED IN ACCORDANCE \MTHASTM 0155•7 UTILIZING THE FOLLO\IVING METHODS: B. MECHANICAL TAMPING. C. PUDDLING OR PONDING. PUDDLING OR PONDING AND/OR JETTING JS PROHIBITED WITHIN 10'-0" OF BUILDING OR FOUNDATION WALLS. RCE REVIEWED BY: INSPECTOR "AS BUil T" EXP. DATE DATE 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 PlPJNG INSTALLED UNDER ASPHALTIC CONCRETE OR CONCRETE PAVING. 2 PIPING LOCATED UNDER AREAS WHERE ASPHALT OR CONCRETE PAVING \NILL BE INSTALLED SHALL BE BEDDED WITH CONSTRUCTION GRADE SAND OR SQUEEGEE (A LA YER 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 AND PAVING OPERATIONS. 5. PIPING UNDER EXISTING V~~LKS OR CONCRETE PAVEMENT SHALL BE DONE BY JACKING, BORING, OR HYDRAULIC DRIVING, BUT WHERE CUTTING OR BRE.AKJNG OF WALKS AND/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 ANO/OR CONCRETE FROM OWNER. 3.09 SPRINKLER HEADS A. THOROUGHLY FLUSH LINES BEFORE INSTALLING HEADS. B. LOCATE HE.ADS 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 \MTH 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 LANDSCAPE 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 SUPPING UNDER PRESSURE. NO FITTING SHALL BE COVERED. D. 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 V\.~TER 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 LE.AST 24 HOURS. F. TESTING -CONDUCT TESTS IN PRESENCE OF LANDSCAPE ARCHITECT. ARRANGE FOR PRESENCE OF LANDSCAPE ARCHITECT 4B HOURS IN ADVANCE OF TESTING. SUPPLY FORCE PUMP AND ALL OTHER TEST EQUIPMENT. 1. AFTER BACKFILLING, AND INSTALU.TtON OF ALL CONTROL VALVES, FILLIN PRESENCE Of LANDSCAPE ARCHITECT WITH WATER, AND PRESSURIZE T040 PS.I. OVER THE DESIGNATED STATIC PRESSURE OR 125 P.S.I., WHICHEVER IS GREATER, FORA 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/SCREVVS, 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 OVERSPRAY ONTO WALKS, ROADWAYS, AND BUILDINGS. HEAD$ OF THE SAME TYrE 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 CHANGE:S IN NOZZLE SIZES, DEGREES OF ARC, AND CONTROL VALVE THROTTLING. C. ALL SPRINKLER HE.ADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE DESIGNATED. D. AREAS IMllCH 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 AND AT NO ADDITIONAL COST TO OWNER, ALL TRASH OR DEBRIS GENERATED BY INSTALLATION.OF IRRIGATION SYSTEM. -END OF SECTION- --------- : SDG PROJECT NO. 06-505 ] PLT DATE: 3121/08 REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. • 1-------l--~ ---- DATE BY DESCRIPTION REVISIONS APP'D SUBMITTAL LOG DATE DRA\/VINGISSUE SEPTEMBER 19, 2_0_07-+-----'C:...ITY:.c_cS:.:U:.::E.::M:.:IT.:.T A:.:L::#:.:1 ________ _ NO~-~McB:.::E:.:R:.::2:.:•·:.::2:.:oo=•-+---C=--IT:...Yc...S:...U:.:B:cM:clT.:.T:.:.AL=-#2::.::..,(::.B:.::ID__:S:.::Ec;Tlc_ ____ _ FEBRUARY 14, 2008 CITY SUSMJTTAL #3 MARCH 21, 2008 CITY SUBMITTAL #4 SCHMIDT DESIGN GROUP, INO. I BALANCINCi ARTISTIC EXPRESSION IN DESIGN 1{ WlTH ENVIRONMENTAL SENSITIVITY j 2.655 Fourth Avenue, San Diego, CA 92103 j telephone {619} 236-1462 facsimile {619} 2.36-8792 l www.schmidtdesign.com Uc. CA 2138, NV 219i, AZ 3413~ 1-3. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS SHEETS 27 IRRIGATION SPECIFICATIONS BRESSI RANCH VILLAGE CENTER OWN BY: JJ, MLllB CHKD BY: J,,,_J __ RVWDBY: '' PROJECT NO. CT06-24 DATE DRAWING NO. 452-9L --.-,--~- i I I I ' ' 1 i I I I ' ! ,) i I ' .I ·j I ·i I l I I ' ' i ' I I i I I I ' ' I i j I i I i I ' 1 ' i ! 1 ! ~- -1:: u, SU I 0 r -VI 0 -t, ,., ,_J ----; ill!IIII ' : ' I I, PLANTING LEGEND SYMBOL TREES " SCIENTIFIC NAME ~~1-----------1 Agave Attenuata -- • • i--------1 Cupressus Sempervirens 'Stricta' + • 1----'Lagerstroemia indica x faueri 'Arapaho' Platanus Racemeosa 1-------< Podocarpus gracilior • • • .A -- t I Note: Do not prune main leader Pyrus calleryana 'Aristocrat' ,__ ___ ..., Quercus agrifolia Quercus agrifolia f-------1 Quercus llex 7 0 Schinus Molle SHRUBS -- @ Buxus sempervirens (S) Cistus purpureus (j) Dietes bicolor _j_J_l_J. _Jj_l.J Hemerocallis hybrids .J.J.J__.\ _J_j..J.J ® Heuchera sanguinea © Kniphofia uvaria ~ Laurentia fluvialilis I, Lavandula angustifolia (0 Ligustrum texanum ~ Pelargonium peltatum rl!, Penstemon eatonii @ Pittosporum tobira 0 Pittosporum tobira 'variegata' ® Rosa floribunda -- ~ Rosmarinus officinalis @ Salvia Leucantha - * Stipa tenuissima ------0 Tecomaria capensis ~ Thymus vulgaris -~ Trachelospermum jasminoides 0 Xylosma congestum ~ Ficus pumila V'...,..,, Wisteria sinensis : I ' - COMMON NAME Agave Italian Cypress 'Arapaho' Crape Myrtle Aleppo Pine California Sycamore Fern Pine Ornamental Pear Coast Live Oak Coast Live Oak Holly Oak California Pepper Boxwood Purple Rockrose Fortnight Lily Daylily ' Coral Bells Red-hot-poker Blue Star Creeper English Lavender Texas Privet Ivy Geranium Eaton's Penstemon Japanese Mock Orange Variegated Mock Orange Rose Rosemary Mexican Bush Sage Mexican Feather Grass Cape Honeysuckle Common Thyme Star Jasmine NCN Creeping fig Wisteria QNTY 26 76 61 15 24 109 60 2 7 2 3 353 164 494 18" O.C . 544 76 12"O,C. 966 51 12"O,C. 54 65 35 539 18" o.c. 127 1054 0 12" o.c. 18"O.C. 320 83 5 ' SIZE 15 Gal; Standard 24" Box; Standard 24" Box; Standard 24" Box; Standard -- -- 24" Box· ' Standard 24" Box; Standard 24" Box; Standard 24" Box; Standard 60" Box; Multi-Trunk 24" Box; Standard 24" Box· ' Standard 5GAL. 5 GAL. - 5GAL. 1 GAL. 1 GAL. 5 GAL. FLATS 1 GAL, 5 GAL. FLATS 5GAL, 5GAL. 5GAL. 5GAL. 1 GAL. 5GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 5GAL. 1 GAL. 15GAL. DETAIL A,B,E,F/P-3.1 A,B,E,F/P-3.1 A,B,E,FIP-3.1 A,B,E,F/P-3. 1 A,B,E,FIP-3.1 A,B,E,F/P-3.1 A,B,E,F/P-3.1 A,B,E,FIP-3, 1 A,B,E,F/P-3.1 A,B,E,F/P-3.1 A,B,E,F/P-3.1 C,G,D /P-3.1 ----- C,G,D/P-3.1 C,G,D/P-3.1 C,G,D/P-3.1 C,G,D/P-3.1 C,G,D/P-3.1 C,G,D/P-3.1 C,G,D/P-3.1 C,G,DIP-3.1 C,G,D/P-3.1 C,G,D/P-3.1 C,G,DIP-3.1 C,G,D/P-3.1 C,G,DIP-3.1 C,G,D/P-3.1 C,G,D/P-3.1 C,G,D/P-3.1 C,G,DIP-3.1 C,G,D/P-3, 1 C, G, DIP-3.1 C,G,D/P-3.1 B/P-3.2 B/P-3.2 ---' I J I j ' i BIO-SWALE ' Carex Senta Rough Sedge 18" o.c. 1GAL. C,D,G/P-3.1, CIP-3.2 ~ Carex Praegracilis Clustered Field Sedge 18" O.C. 1GAL. C,D,G/P-3.1, C/P-3.2 Juncus Dubius Mariposa Rush 18"O,C. 1GAL. C,D,GIP-3.1, C/P-3.2 Juncus Mexicanus Mexican Rush 18"O,C. 1GAL. C,D,G/P-3.1, C/P-3.2 Scirpus Californica California Bulrush 18"O.C. 1GAL. C,D,G/P-3.1, CIP-3.2 1 , l I l I ,, I ' Bio-Swale Planting Notes: I i 1. Provide in clusters of 3-5 min. for each group. 2. Plantings located in bio-swales shall be fully knitted in and provide complete coverage of the swale area in order to provide a working filter :.1 I prior to project approval. ____ PLANTER POTS DESCRIPTION Q 'A' 'A2' O'B' 0 'C' Q•D''D2' Self-irrigating planter pot. Quickcrete Model #QR-CE3624P. Color per architect. Pedestal wall planter pot. Quickcrete Model #QR-CE4824P. Color per architect. Pedestal wall planter pot. Quickcrete Model #QR-CE2422P. Color per architect. Self-irrigating planter pot. Quickcrete Model #QR-CE4836P. Color per architect. CONSTRUCTION LEGEND a ~ DESCRIPTION (SEE ARCHITE(.;TURAL, • .. Tree grate per architect Tree grate per architect Bicycle rack per architect Entry monument signs per architect Table and chairs per architect Retaining wall per architect Bench per architect Accent light per architect Paving per architect i';zra Trellis structures per architect CMU slump block fence per architect ------------- REMOVE EXISTING TREES FROM SLOPE Remove the following trees at the Intersection of Gateway Road and El Fuerte as indicated on plan: 5 Tulip Trees, 1 Oak Tree, and 1 London Plane Tree and one California Pepper Tree. Lioriodendron Tulipifera / Tulip Tree ~ ( • \_ Platanus Acerfolia / London Plane Tree / f---------l Quercus llex / Holly Oak ----------- + ~ Schinus Molle / California Pepper TOTAL REMOVED SLOPE TREES QTY. 6 1 1 1 B QNTY DETAIL 48 NP-32 26 D/P-3.2 6 D/P-3.2 18 NP-3.2 I I I I 1 i 1 I I l I • ' " ! I .: ' ,i "' I I \ -j .-: j ' ; 1 I ' ' I ' ' I I ;' " I I 1 I i ' ' ' I ,.I SUBMITTAL LOG I DATE DRA\1\/lNGISSUE ----------------1 SEPTEMBER 19, 2007 CITY SUBMITTAL #1 i j NOVEMBER 28, 2008 CJTY SUBMITTAL #2. (BID sEn ' FEBRUARY 14, 2008 CITY SUBMITTAL #3 -- MARCH 21, 2008 CITY SUBMITTAL #4 i ' SCHMIDT DESIGN 0-ROUP, INO. •· ' BALANCINCi ARTISTIC EXPRESSJOl't IN DESJCl't ; ·•··· • ,~, • WITH ENVIRONMENTAL SEN51TIVITY l 2655 Fourth Avenue1 San Diego, CA 92103 ~ ·I ' I :::::;::::~*':··· , .. , ": J I APPROVED FOR PLANTING AND 1 ••• IRRIGATION ONLY, INCLUDING PRECISE LOCATION 1 SDG PROJECT NO: 06-505 PLT DATE: 3121108 OF PLANTING AREAS ! r----------------.----------------------+===-::...=-=-=--=---===========-= ~-=-=-=-=Ji i REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, I SH1E6ET ",11 CITY OF CARLSBAD SH2EE7TS -.•.·11 SEE SHEET: P-1.O-P-1.1 FOR PLANTING LEGEND & NOTES e~2.1 -P:2. 7 FPB f?W\l";jTl~A l?~f>I P-3.1-3.2 FOR PLANTING DETAILS '' "AS BUil T" DATE RCE ____ EXP. REVIEWED BY: INSPECTOR DATE PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. =~---=:=P:=LA::::N:C:N_::_IN=G_::D:=EP::::A:::R=:TM=:E=:N::T====-'=::::::=J ! 1 I------ DATE BY DESCR!PTION APP'D REVISIONS PLANTING LEGEND BRESSI RANCH VILLAGE CENTER I ' DWN BY: ,1,1 MJ AB CHKDBY: JJ _ RVWD BY: j,- PROJECT NO. DRAWING NO. CT06-24 452-9L ,. ' I ~-.... I ( .J::. Ul S)J ' _o r - -- i 111m111I • . I ' ,I; ' i ' I ···• ·--.-----r--, 1 r-------------------------------------------------------------------.11 I ·i ; I 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 APPENDIX F.2-1 RE: FIRE SUPPRESSION ZONES AND COMPLY WITH SECTION IVE SLOPE REVEGETATIONIEROSION CONTROL REQUIREMENTS. 5. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO SEGINNING 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. OWINER'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 ·•l.'-TERAL 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 ENOUGH LOCATIONS IN DIFFERENT AREAS OF THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS 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 SID MIX SHAlL BE THE FOLLOWING PER 1000 SQUARE FEET: -4 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT 'KELLOG NITRO MULCH' • 20 LBS. GRO-PO\NER 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-PO\NER 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 AND/ 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. WIHERE 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 SITt OF DISPOSAL WIHERE 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. 1S. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY OWINER'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, OR AS 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-B-B (12 MONTH SLOW RELEASE FORMULATION). 21. 1 GALLON GROUND COVER MATERIALS SHALL BE PLANTED TO WITHIN 12" OF ADJACENT SHRUB STEMS. 22. ALL PLANTING BEDS SHALL HAVE THREE INCH THICK MULCH LAYER. "MULCH" SHALL BE BARK MULCH FROM ONE OF THE FOLLOWING SOURCES: SHREDDED FIR OR SHREDDED CEDAR. RATES AS SPECIFIED ON PLANS, FREE OF STICKS. STONES. CLAY OR OTHER FOREIGN MATERIAL. CONTRACTOR SHALL SUBMIT SAMPLE TO THE PROJECT LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO DELIVERY TO THE JOB SITE. 23. ALL f'LI\NTING SHALL BE GUARANTEED THROUGH THE ESTABLISHMENT PERIOD (SEE PLANTING SPECIFICATIONS). ESTABLISHMENT PERIOD SH/\LL BE 90 DAYS. TREES AND SHRUBS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR, BEGINNING FROM THE DATE OF THE FINAL ACCEPTANCE OF THE ESTABLISHMENT PERIOD. 24. AT COMPLETION OF THE ESTABLISHMENT PERIOD, APPLY COMMERCIAL FERTILIZER (15-15-15) AT 2LBS/1000SF TO TURF AREAS ONLY AND WATER IMMEDIATELY WITH A THOROUGH IRRIGATION CYCLE. ' 25. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL AREAS IN A \NEED AND DEBRIS-FREE CONDITION THROUGHOUT THE ESTABLISHMENT PERIOD. I SEE SHEET: 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 GROWIN 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. THE CONTRACTOR SHALL BID THE FOLLOWINS MATERIAL IN ADDITION TO PLANTS SHOWN ON ATTACHED PLANS.: 25 • 15 GALLON ESPALLIER 15 -24" BOX TREES 25 • 15 GALLON TREES 50 · 5 GALLON SHRUBS 100 • 1 GALLON SHRUBS 20 -FLA TS ANNUAL COLOR 20 -FLA TS GROUNDCOVER 29. SLOPES 6:1 OR STEEPER REQUIRING EROSION CONT!"OL 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 stOPE FACE (AT MATURE SIZE), D. STANDARD #4 • TREES AND/OR LARGE SHRUBS ' TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS)AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. 30. stOPES • 6:1 OR STEEPER AND: A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. B. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS#1, #2AND#3. C, IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS#1, #2, #3, AND #4. 31. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VI SABLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. 32. PROVIDE EROSION CONTROL HYDROSEED MIX ON ALL SLOPES PRIOR TO PLANTING. 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. "AS BUil T" P-1.0 -P-1.2 FOR PLANTING LEGEND & NOTES P-2.1 -P-2. 7 FOR PLANTING PLAN RCE ____ EXP. ~-- P-3.1 -P-3.2 FOR PLANTING DETAILS REVIEWED BY: INSPECTOR DATE QATE SDG PROJECT ND-i~6~505 .. I PLT DATE: 3121.IDS REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENT A TJON IN FIELD. ! ----,- DATE BV DESCRIPTION REVISIONS I I l ' ' ! :1 :1 ii I .J :-i ·I :'j ii ,. ' ,, !; ::i ! i:J . i ··i ' l 1 ' ' I I ' ' ,j 'l I I ,, ' ' '\ ' ' ' ' I : ' ' .-------::s:-:-u=s=M=1T=T=--=-A.,....L..,..Lo==-G-----1 I DATE DRAWING ISSUE SEPTEMBER 19, 2007 CITY SUBMITTAL #1 NOVEMBER 28, 2008 CITY SUBMJTTAL #2 (BID SET) -~------...;._i ' FEBRUARY 14, 200B CITY SUBMITTAL #3 =-c___c_:cc__ ______ .-J MARCH 21, 2008 CITY SUBMJTTAL #4 ~o,1...., "''-u+"--'C-1r, tv&,,,1TTA<. --'S SCHMIDT DESIGN GROUP, INC. ••• .\;.c. ••• BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92101 telephone {619} 2,6-1462 facsimile {619} 2,6-8791 www.sc:hmidtdesign.rnrn Lie. CA 2138, NV 219, AZ 34139 P-1. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS I'--S=H1_E?¥7_.::T =-'=C=I T=Y::::::::::O=F=C=A=R=L=S=B=A=D==:::1.-=sH2EE?TS ~ I J PLANNING DEPARTMENT PLANTING NOTES BRESSI RANCH VILLAGE CENTER DWIN BY: JJ, M,Ll\B CHKD BY: J=J __ RVWD BY: J.J PROJECT NO. CT06-24 DRAWING NO. 452-9L ~- 1 I 1 I ' I i I ' : ' I I j I ! ' I ' I ,, I j .I i I ' I ! ' ' ( I I I _r: U1 9-J I ...0 r - ········-· ......•.... --'-• I 1 ,\ . ~NTERIOR PROf?ERJY LINE TYPICAL . '-·- ·,·< ... WH~EL\STOP, -10:\:·:-- .:\JYP. SEE:;_ . ---~ ' ·-. A~CHITECTUB.i\L 11-' __.-"'··-.\_ "" PLANS "--·1-. ',i . / ,....___. \ .·· "6' ~-IGH)='ENcrl SEE ARG~t'TECTUR \ j PLANS . _/::!+OC_' --<.; ,.-'{ ' ' • ' --.,. -. -··············· '•--... ~·l,~ / I \ T f--1--j ' \ I '? V ' • \ • ' / ·, / \ ' ' ' \ ' ' ' ' \ ' '···-···-····-, ' T,RADER -,:_;) ' ··. MAJOR -·--·-···· ·----··-·· .. ' \ '--.(PROPDSED) AREA_= iZ_,982 S.F. F:f: -406.,? ' ' ' ' ' ' ' --6'HIGH FENCE ·,__ \, SEEARCH.ll:"ECTU~AL . ' ' \ ' ' \ t,fJLA NS ':',:. \ \, (,; . !\ ',.c~:.~ '\. ' '. ' ' \ ' ' ' ' \ ' ' . ' ' • ' \ \ ' ' ' \ , __ _ ' ' ' ' ' ' \ 0 PLANT -=re,.vvw;~~~~-t't z_,e-A __ ~----1------■~J-_ · -~..,., .... -•LL::...::_ -j •.0~• -- MATCHLINE SEE SHEET P-2.6 \ \ I I I ' I -f ! I -----.....J J I \ ' \I ~ \ : / N • N I 0... ~ w :r: V) w w V) w z 1--1 _J :r: u ~ :E I I . , •J ··,; :..,.:_'/'•--.. I ./ // r / ! I ! ' { ~'-.'..-· ' ~-;r,'--~,~ ·,"'i ....... ~ t> .. ?.t,,:. "t.ijo.!,_1-.\0";.:.':' -:;,_-., ..... ,-~, ~!(~~> . ~ rtt\\ e ~~..., ,<•'.;•,' ;.~~"A''. ; • .. ,.• I ~-' ;, ',•1:.::1;.<·, <,.rn•":.~ . ~ '.' ' ~J\S' I -?:i .. -~--:;< _,;,._>.',.', ·~, .(' ,' SEE SHEET: P-1.0 -P-1.1 FOR PLANTING LEGEND & NOTES P-2.1 -P-2. 7 FOR PLANTING PLAN P-3.1 -P-3.2 FOR PLANTING DETAILS / -------- J ,,,--6' HIGH FENCE ~:r: , SEE ARCHITECTURAL ? . ./ ',_PLANS P~D 'A' (PROPQSED) AREA_= s,.b!l.1 S.F. F.F. -40,,.0 , LANDSCAPE PLANS , >-, SHALL BE PROVIDED ,', \\'~~<-,::::~::;: __ TO TH~ CITY OF '-, , 1 , ,-. ,S, .. _ ~/ /'-~ CARLSBe,_D PLANNING '·\...\\ \ \ \'\) -::.>-",;--... .. DEPT FOR~EVIEWAND "-..\.\_'/ / · ... _ APPROVAL \ ·-----... __ ,S,' X '-' '~ ... ~' KEY MAP/ NTS ffi "AS BUil T" DATE RCE EXP. REV!EVVED BY: f INSPECTOR DATE -· " .. , ., ~ V(/ 0 10' 20' SCALE: 1"•20'-0" ' ' ------._\ .. \~~· ,•, i ' ,, ' ' . ' ' ' '-\ 40' ' .... --- SDG PROJECT NO: 06--505 PLT DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE , ' SEPTEMBER 19, 2007 NOVEMBER 28, 2008 FEBRUARY U , 2008 MARCH 21 , 2008 SUBMITTAL LOG DRA\MNG ISSUE CITY SUBMITTAL#1 CITY SUBMITTAL #2 (BIO SET) CITY SUBMITTAL #3 CITY SUBMITTAL #4 SCHMIDT DESIGN 011.0UP, INC. ••• .,l,,,,. ••• BALANCING ARTISTIC EXPRESSION IN DESIGN WITH EN VIRONMENTAL 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 P-2.1 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ~ ~ CITY OF CARLSBAD PLANNING DEPARTMENT PLANTING PLAN BRESSI RANCH VILLAGE CENTER ~ L_Q_J ,___-+-----+-------------+---I 1-AP._..,ft-..,~=~--\.-{-Gt:----fJl-=--~*L____ ___ 'f'..J,S-.:il:, I PLANNING DATE DATE BY DESCRIPTION APP'D REVISIONS DWNBY: JJ MJ IIB I PROJECT NO. I DRAWING NO. CHKD BY: JJ CTn6-24 452-9L RVWDBY: '' I w z .# . .,, / -, 't-:' ' ' \ '§, PAD 'B' (PROPOS ED) AREA = 4,636 S.F. F.F. = 411.1 ' ' ' ' \ ' \ SH O P ' A ' rr+':::-1#' (PROPOSED) AREA_= 5)74 S.F. F.F. -40>t.7 -f------ / i • ' ) ------ TYPICf.L \\ 1CO;BLE SWALE , I WHEEL STQP , _ _, .. ✓'· 3 \ \ ' \ \ J&'P-.~ ---...... -SEE DETAIL C/P-.2 ... -•·· ,..-;!f'I~' I ER \ 1.=tcc::· AL 7 \ f EE PL.Pi ~ ~I _ " ·; /··-+----.\ -. EA$EMENT GE TYP. copRDINA!fE WITH ······ ......... ___ .-...... / .,\CIVIL-~NGJ~EER" ND LANDSCJ\PE AR~HITECT -<•·····-· ,-----\~· l:QJ~ 1EXACI E::. C-EMEN=f--GF-R.oo::r . .s RRIERc,::· ==~--1r· \ SHOP \(PROPOSED) AREA = 5_.980 S.F. F:f. = 40:, \ \ MATCHLINE SEE SHEET P-2.6 ' \ SHOP ·~ L.U+-!",,LA1!, (PROPOSED) AREA = 5_.253 S.F. F.F. = 400 ------•.) ,/, i\'r SEE SHEET: P-1.0 -P-1.1 FOR PLANTING LEGEND & NOTES P-2 .1 -P-2 .7 FOR PLANTING PLAN P-3 .1 -P-3.2 FOR PLANTING DETAILS \ \ ( "AS BUil T" RCE ____ EXP. REVIEv.£0 BY, INSPECTOR i ( 7! i € ' . '-,,"' . ,,,, .;,1 ;. ----· __ i~~~.:.L:·i C ; ,, .. ------· SUBMITTAL LOG DATE DRAWING ISSUE SEPTEMBER 19, 2007 CITY SUBMITTAL#1 ~--·-..... ---·-·" ---·-- ( NOVEMBER 28, 2008 CITY SUBMITTAL #2 (BID SET) FEBRUARY 1◄, 2008 CITY SUBMITTAL #3 KEY MAP/ NTS MARCH 21, 2008 CITY SUBMITTAL t4 ffi DATE DATE o ,o· 20' SCALE, 1 "•20' -o• SOG PROJECT NO: 06-505 PLT DATE: REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER. PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. " SCHMIDT DESIGN 011.0UP, INC. BA.LANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephono (619} 236-1462 facsimile (619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 P-2 .2 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ~ ~ CITY OF CARLSBAD PLANNING DEPARTMENT PLANTING PLAN BRESSI RANCH VILLAGE CENTER ~ Lfl_J --------------+----1 IA _JP t\µ,PR.,°J~*""". --'-~•uH~4f"'1.L ____ '/. J1p.ef> I . PLANNING Gt DATE . :=:::::::======::::::::;-:======;-;::::===~ DWN BY: JJ MJ AB PROJECT NO. DRAWING NO. DATE BY DESCRIPTION APP'D CHKD BY: JJ -~~----R-E-V-IS_I_O_N_S ____ ~--1 RVWD BY • J~J -CT06-24 452-9L : ,, \ . ; l ·::, C :.''·::"'::•<::::'.~:~::/ ' . ,.- B B l I / / / -- / / \ S~OP 'F' (PROPOSED) AREA_~ 6~020 S.F. F.F. -,40o / / - _J. i-·- ) /2 / r··, L .. ..L / ' \ ' \ \ I ', I ' ·, \ ' ' \/ / ' ' \ \ ' \ \ \ \ \ \ ' ,, \ \ / I \ \ I \ I \ ', \ \ \ / \ / ' / I f 4 / I / / ' / "" / ' / I / /\ ·\ --~• / \ ~---------INE SEE SHEET P-2.6 ~ ~~ Z -C-ft,fa. ""-"'I'"-..,.,...,..._ I N"11toi4~ fil•.'I~_,-_, f'bfl.. -r,.-.s ,.,.,'NN 1~• ,,,.. o-r1uTr en~,.,..,-~ SEE SHEET: P-1.0 -P-1.1 FOR PLANTING LEGEND & NOTES P-2.1 -P-2. 7 FOR PLANTING PLAN P-3.1 -P-3.2 FOR PLANTING DETAILS "AS BUil T" RCE ____ EXP. REVIEVVED BY: \ INSPECTOR I j1SHOP 'G' (PROPOSED) ; ~•·-=-•:1-•. - A (SHEET P-2.3)1 LEFT KEY MAP/ NTS EB DATE a ,a· 20' SCALE: 1 •-20• -o• SDG PROJECT NO: 06-505 PLTOATE: REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE SEPTEMBER 19, 2007 NOVEMBER 28, 2008 FEBRUARY U , 2008 MARCH 21, 2008 w z SUBMITTAL LOG ORA'MNG ISSUE CITY SUBMITTAL #1 CITY SUBMITTAL #2 (BID SET) CITY SUBMITTAL #3 CITY SUBMITTAL #4 SCHMIDT DESIGN 011.0UP, INC. BALANCING AIITISTIC EXPRESSION IN DESIGN WITH ENVIROt-.lMENTAL SENSITIVITY 265.5 Fourth Avenue, San Diego, CA 92103 telephont {619} 236-1462 facsimile {619} 236-8792 www.schmidt~sign.com Lie. CA 2138, NV 219, AZ 3,t.139 P-2.3 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ~ ~ CITY OF CARLSBAD PLANNING DEPARTMENT PLANTING PLAN BRESSI RANCH VILLAGE CENTER t---t----t------------+--1 I AP~C:VW.£ ., ___ "--!l ~ I . -PLA-'-!;f"'~"'1N""G::c..Il-f-J'-"I---.L..llloei""""·~=~-------ttJ 5 ·"' b ~::;::;::::::;::;~~======;;::===~ OWN BY: JJ MJ AB PROJECT NO. DRAWING NO. DATE ~~~ ~~. j~j--CT06-24 452-9L DATE BY DESCRIPTION APP'O REVISIONS ... l ( • • r / / I / / / / / / MATCHLINE A (SHEET P-2.4) / / / / / / , B . / / / / / / / / / 'Ii / / OBBLE SWALE, / ,J\ffl , , ,·SEE DETAIL C/P-'3.2 ,' , / '--~,--- / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / \ ··-; ·--... >-.z. -··. \. ___ ,,..1- \ t / SEE SHEET: P-1.0-P-1.1 FOR PLANTING LEGEND & NOTES P-2.1 P-2.7 FOR PLANTING PLAN P-3.1 -P-3.2 FOR PLANTING DETAILS I / / '--'-_,, / ' / / ' ·-~--,--/ / . . . MATCHLINE A (SHEET P-2.4) KEY MAP/ NTS EB "AS BUil T" DATE RCE EXP. REVIEWED BY: INSPECTOR DATE 0 20· SCALE, 1 "=20' -0" 40' SOG PROJECT NO: 06-505 PLTDATE. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. SUBMITTAL LOG DATE ORAVVING ISSUE SEPTEMBER 19, 2007 CITY SUBMITTAL #1 NOVEMBER 28, 2008 CITY SUBMITTAL #2 {BIO SET) FEBRUARY 1-4, 2008 CITY SUBMITTAL #3 MARCH 21 , 2008 CITY SUBMITTAL #4 SCHMIDT DESIGN GROUP, INC. •• -~ •• BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fo1,,1rth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 P-2.4 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS CTrJ CITY OF CARLSBAD LlU 1 PLANNING DEPARTMENT 7 PLANTING PLAN BRESSI RANCH VILLAGE CENTER I AP,~ROY!'rl o----+---+------------+----1 _j~~~l _..!6(:"'4-'.-~t(",.cit,u.._ ____ t,t.,.;;~ o---+--+-------------------~r----1 PLANNING DATE DATE BY DESCRIPTION APP'O REVISIONS OWNBY: JJ M,J AB I PROJECT NO. I DRAWING NO. CHKD BY: JJ CT06-24 452-9L RVWD BY: JJ _ _!MIT OF WORK • RETAINING WALL -----------------------------rT A Trn nnn1"1ATCHLINE SEE SHEE SEE SHEET: P-1.0 P-2.1 P-3.1 P-1.1 FOR PLANTING LEGEND & NOTES P-2.7 FOR PLANTING PLAN P-3.2 FOR PLANTING DETAILS ' , /·",, .L,\;. > ' I i ·---.. ---. I I RCE REVIEWED BY: INSPECTOR "AS BUil T" EXP. EB DATE DATE 0 ,o· 20' SCALE: 1 "s20'-0" / I /,· ! , ' / I ,• 40' I I // SDG PROJECT NO: 06-505 PLT DATE. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D SUBMITTAL LOG DATE DRAVVING ISSUE SEPTEMBER 19, 2007 CITY SUBMITTAL #1 NOVEMBER 28, 2008 CITY SUBMITTAL "#2. (BID SET) FEBRUARY 1-4, 2008 CITY SUBMITTAL #3 MARCH 21, 2008 CITY SUBMITTAL #-4 A SCHMIDT DESIGN 011.0UP, 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 P-2 .5 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS LlTI CITY OF CARLSBAD ~ 2 PLANNING DEPARTMENT 7 PLANTING PLAN BRESSI RANCH VILLAGE CENTER I _AP-f--'ft ... ~.,,,vg(.-C0C\,----'4~'---· _....W""'-'""-4...._ ____ q.. a -.1:)b PLANNING DATE OWNBY: ,1,1 M,I AB I PROJECT NO. I DRAWING NO. CHKD BY: JJ CT06-24 452-9L RVWD BY: J.1 ·, \ \ \ \ \ '-..,, "' ' . ·-··' ................ i,_ ' \ ' ' \ I i • ' \ ' , \ \ \ ' ' \ i ! f \ ' \ l ' l ·t \ i~ i ; . · __ , ...... _.·.,-} ~-~--,f , ... J ,.,_. · I • MATCHLINE SEE SHEET P-2.2 ,:::: ... :_;,..: ......... t········-·· ---------------- SHOP 'D' (PROPOSED) AREA_= 8~628 S.F. F.F. -40o.5 0 1 I ___ _:__, =·= BOY'S AND GIRLS (NOT A PART) i·+-_, LINE TYPICAL = CLUB I ! I I """"" MATCHLINE SEE SHEET P-2.3 _________ ...... _______ _ + "'=.,,;;,,4,a....,.:::..__~~-...::....,.,._!1;,i;;JL.----l[ID.!!IJ!:;;;;JL.__J., ·/· PROVIDE ROOT BARRIER BETWEEN TREE AND ALONG EDGE OF EASEMENT WHERE TREE PLACEMENT IS WITHIN 1 FOOT OF EASEMENT EDGE TYP. COORDINATE WITH IVIL ENGINEER AND LANDSCAPE ARCHITECT FOR EXACT PLACEMENT OF ROOT BARRIER. j ";ftj i!!. I-·"_"_""°'· I f.:~;__+, =:----==t-_,, I J~ POTENTIAL I I I i _______, D DRUG STORE MAJOR (PROPOSED) AREA = 15,849 S.F. F.F. = 407 LANDSCAPE PLANS SHALL BE PROVIDED TO THE CITY OF CARLSBAD PLANNING DEPT FOR REVIEW AND APPROVAL \ b=,s;==s==;==;==;==;==;==;==;==;==;==;==;==a=, "-r·-,,__ __ -_.--_·_·-·--_--·----j .. l ____ _ ___ -----1 1 '-~ '·---' ; I ·: 7 I ® [] _ ________j__il' ___,,_0 ' " ~ r-·------, r·----·-·1 = c -·----, = c·------= ,-----, ' ." ' ' ' \ ' ' ' ' ' ' ' ' ' r : . .._, :1 ., 2' "AS BUil T" SEE SHEET: P-1.0 -P-1.1 FOR PLANTING LEGEND & NOTES P-2.1 -P-2.7 FOR PLANTING PLAN P-3.1 -P-3.2 FOR PLANTING DETAILS ' RCE ____ EXP. REVIEINED BY: INSPECTOR SHOP 'E' (PROPOSED) AREA = 4;. 983 S.F. F,F. = 400 t • ~ ............... ~·<1 ® ■ ' - ,;;:;;~~:~ I-===: lfE EB DATE DATE __ ,._, ':i TR~~? .. · riB-CJ __ ffYP.) · ·t,, ----.' . _,,/·-. ✓-✓ .,,. 0 10· 20' 40' SCALE: 1 "-20' -0" SDG PROJECT 00: Q6..505 PLTDATE· KEY MAP/ NTS REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER. PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. SUBMITTAL LOG DATE ORAW'ING ISSUE SEPTEMBER 19, 2007 CITY SUBMITTAL#1 NOVEMBER 28, 2008 CITY SUBMITTAL '2 (BID SET) FEBRUARY 14, 2008 CITY SUBMITTAL #3 MARCH 21 , 2008 CITY SUBMITTAL #4 SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIC.N 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 P-2.6 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ~ ~ CITY OF CARLSBAD PLANNING DEPARTMENT PLANTING PLAN BRESSI RANCH VILLAGE CENTER t----+---+------------+-----1 I A_PL.,f~,..ov=·__.~ l___,,6f""-'-,__.f_l""-"'\.J:"""-----'1:· ~:.--,.1 . PLANNING DATE . DATE BY DESCRIPTION REVISIONS APP'D OWN BY: JJ MJ AB CHKDBY: J~J __ RVWD BY JJ PROJECT NO. DRAWING NO. CT06-24 452-9L MATCHLINE SEE SHEET P-2.4 MATCHLINE SEE SHEET P-2.5 -•----~ ·----------------------------- • N I 1 m I I I I I I ~I I I I a.. :,.._i,.---tu ~~ w I V5 I I w w c./') w z I I I ~ I :r:-u I ~ I :E / / / / / / / / / / / / / / / -LIMIT OF WORK ~-EMPLOYEE LUNCH AREA / / / / / OBBLE SWALE, //SEE DETAIL C/P-3.2 / / / / /// r WHEEL STOP , /, TYP. SEE ,ARCtJITECTURAL ,-:-. ·~ ;-- .-: i:; ., '.:,,, ·-• ,,,,., . , .. ,r Lru'lu _J ,/ , , / / / / SEE SHEET: STATER BROS MAJOR , A, (PROPOSED) MARKET AREA = 42,460 S.F. FOYER AREA = 1 370 S.F. TOTAL AREA = 43,83D S.F. F.F. = 405 LIMIT OF WORK ~~''.-- " "'', --~ " " '~ ,, ,~ P-1.0 P-2.1 P-3 .1 P-1.1 FOR PLANTING LEGEND & NOTES P-2.7 FOR PLANTING PLAN P-3.2 FOR PLANTING DETAILS x-::.· ..,:c'ic 5· :7' !?': ',;::,:. •:r,,., ,_,-;,..,)'-1' ', =, RCE REVIEWED BY: INSPECTOR ffi "AS BUil T" DATE EXP. DATE 0 SCALE: 10' 20' 40' SDG PROJECT NO: 06-505 PLT DATE. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D SUBMITTAL LOG DATE DRAWNG ISSUE SEPTEMBER 19, 2007 CITY SUBMITTAL #1 NOVEMBER 28, 2008 CITY SUBMITTAL #2 (BIO SET) FEBRUARY 14, 2008 CITY SUBMITTAL #3 CITY SUBMITTAL #<4 SCHMIDT DESIGN GII.OUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1 462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 P-2.7 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ~ ~ CITY OF CARLSBAD ~ ~ PLANNING DEPARTMENT PLANTING PLAN BRESSI RANCH VILLAGE CENTER DVVN BY JJ MJ AB PROJECT NO. DRAWING NO. CHKD BY: J~J __ _ RVWDBY: J CT06-24 452-9L r-~ -i i ,.-----------------------------------------------------------------------------------------------------------------------------------------------------------------------, .! 1· t /7 PREVAILING ywlND LEGEND 0 PLANTING BACKFILL PER NOTES AND SPECIFICATIONS. ------19 2 TIMES ROOT BALL WIDTH 0 TREE PLANTING -STAKED 0 0--0 ----0----0---- jr ~-EQ. PLAN I I lo © ROUGHEN SIDES AND BOTTOM OF PIT. 0 FINISHED GRADE. 0 © 0 0 "CINCH-TIE" MANUF. BY V.1.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 0 0 0 0 0 0 AMMENDED PLANTING BACKFILL PER PLANTING NOTES & SPECIFICATIONS (SEE PLANS) ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. FINISHED GRADE. WOOD MULCH PER PLANS PLANT TYPE AS SPECIFIED ON PLANS PLANT SPACING PER PLANTING PLANS AND LEGEND PLANT ROW ® GROUNDCOV~R PLANTING D~--+1---------NOSCALE '-II:' ... ;···. -,• .· 2 "-----1 .:.~:., B 2 TIMES --------..:....l---© ROOT BALL WIDTH 1 l 1 LEGEND 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. FJNISHED GRADE. ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. (3) INCH MULCH LAYER 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 AMAXIMUMOF1:1 SLOPE. EROSIONCDNTROL FABRIC SHALL BE INSTALLED ON THIS SLOPE TO CONTROL EROSION WHILE PLANTS ESTABLISH. 1 0 • • . . , . - • -1<-::,,----_, - ' -. • ' , ~ . ~ I) , ' • • • --· 3 TIMES ROOT BALL WIDTH (WHERE POSSIBLE) , • .,,------{4 • • . -· . , . • . ' 6 • • LEGEND 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 1/2" MINIMUM ABOVE FINISHED GRADE TREE PLANTING PER DETAILS CONCRETE CURB PER PLANS (WHERE APPLICABLE) NOTES: A. CONTRACTOR SHALL INSTALLANDASSEMBLE ROOT BARRIER PER MANUFACTURERS RECOMMENDATIONS ® ROOT BARRIER Bi----------- NO SCALE ·,=:JJJ- /7 PREVAILING ywIND -rr( ... ~::-··!-r r------1 9 2TIMES l ROOT BALL WIDTH ® TREE PLANTING -GUY LEGEND 0 PLANTING BACKFILL PER NOTES AND SPECIFICATIONS. 0 ROUGHEN SIDES AND BOTTOM OF PIT. 0 FINISHED GRADE. 0 GUY WIRE WITH PROTECTIVE COLLAR ATTACH PER MANUF. SPEC'S. PROVIDE PVC PROTECTIVE SLEEVE OVER GUY WIRE, 3 PER TREE 3' MULCH LA YER PER PLANS ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. DEAD MAN ANCHOR INSTALL PER MANUFACTURERS SPECS. 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 SEE SHEET: P-1.0-P-1.1 FOR PLANTING LEGEND & NOTES P-2.1 -P-2.7 FOR PLANTING PLAN .. @SHRUB PLANTING/NATIVE SHRUB PLANTING ON SLOPE NO SCALE P-3.1 -P-3.2 FOR PLANTING DETAILS ' 0-.../ 2TIMES ROOT BALL WIDTH '----f 7 '--'---I 8 ,, LEGEND 0 PLANTING BACKFILL PER NOTES AND SPECIFICATIONS. 0 0 0 0 0 0 0 ROUGHEN SIDES AND BOTTOM OF PIT. FINISHED GRADE. 3" MULCH LA YER PER PLANS ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. WATER BASIN. PLANTING TABLETS PER NOTES AND SPECIFICATIONS . SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING. i ' 1, i, I ' I I, I I @)f--....:::S.:....H.:....:Rc...:.U-=-B....:...P-=LA:.....:::....::NT.:....I_Nc...:.G _________________ _ NO SCALE 2 l 1 2T!MES , ROOT BALL WIDTH ® TREE PLANTING ON "AS BUil T" DATE RCE ____ EXP. REVIE\!VED BV: l ' /7 PREVAILING VWIND LEGEND 10 z ,. 6 ' "' 0 0 0 0 0 0 0 PLANTING 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. AND SECURE WITH FURRING NAILAT STAKE. (2) 2" DIA.X a· LONG LODGEPOLE STAKES NOTE: USE TWO STAKES FOR TREE'S 15 GALLON AND LARGER. WATER SASIN. PLANTING TABLETS PER NOTES AND SPECIFICATIONS. SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING. REAR OF PLANTING PIT SHAU.. BE GRADED TO A MAXIMUM Of 1:1 SLOPE. EROSION CONTROL FABRIC SHALL BE INSTALLED ON THIS SLOPE SLOPE TO CONTROL EROSION WHILE PLANTS ESTABLISH. NO SCALE SDG PROJECT NO; 06-505 PL T DATE: 3/21/08 REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. ---+--l-------------------1· ·- DATE BY DESCRIPTION APP'D SUBMITTAL LOG DATE DRAWING ISSUE SEPTEMBER 19, 2007 CITY SUBMITTAL#1 ---------1 NOVEMBER 28, 2008 CITY SUBMITTAL #2 (Bl □ SET) 1-------'---+------ F EB RU ARV 14, 2008 CITY SUBMITTAL #3 MARCH 21, 2008 CITY SUBMITTAL #4 Af1,1,~~~J;,ffl'2ll6,J!j'J172~~-----li SCHMIDT DESIGN GROUP, INC. BALANCINCi ARTISTIC EXPRESSION l/11 D~SICiN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92.103 telephone {619} 236-,462 facsimile {619} 236-8792. www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 P-3,1 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ~ CITY OF CARLSBAD ~ ~ L..===PLA=N:=N:=IN:::G:::D:::EP=A:::R::T_:.:ME~N.::T====..:~==7=::; PLANTING DETAILS BRESSI RANCH VILLAGE CENTER APzo~EC, , ' .A,., I . t ~ £il,._...,~ ____ t.f:. , .... ~ PLANNING DATE . OWN BY: JJ. __ MJ..AB CHKD BY: J=J __ , RVWD ~)' J~~-- PROJECT NO. CT06-24 DRAWING NO. 452~9L ! '·) nna . . • q 4 LEGEND: 0 ROOT BALL SLIGHTLY HIGHTER THEN FINISH GRADE 0 WATER BASIN· LIGHTWEIGHT PLANTER MIX FROM HANSON AGGREGATES/ A-1 SOILS 1-858-577-2727 0 CWM MODULAR CONTAINER IRRIGATION SYSTEM AVAILABLE THROUGH PLANTER TECHNOLOGY 1-800-542-2282 OR APPROVED EQUAL 0 PLANTER PER PLAN 0 WATER PROOFING © CONCRETE SURFACE PER ARCHITECT 0 FILTER FABRIC © 3" THICK GRAVEL BASE NOTES: 1. COORDINATE WITH PLANTER TECHNOLOGY FOR SIZE, TYPE, STYLE, AND QUANTITY OF CWM MODULAR UNITS REQUIRED WITHIN EACH POT. NO SCALE ~--16 ~~;;--/., --@ ~---·--·· lT ~ffi 'I I i' II 13'1 -=~ 1:_:111= 2 ® VINE PLANTING AT WALL LEGEND 0 0 0 0 0 © 0 @ ® @ @ SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING PLANTING TABLETS PER NOTES AND SPECIFICATIONS FINISHED GRADE (3) INCH MULCH LAYER ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE VINE PER PLANS DRILL EYE HOOKS INTO WALLAND ATTACH VINE SECURELY TO WALL WITH PLASTIC TIES WALL PER PLANS WATER BASIN ROUGHEN SIDES AND BOTTOM OF PIT PLANTING BACKFILL PER NOTES AND SPECIFICATIONS NO SCALE WIDTH VARIES (SEE PLAN) 4'-0" MIN. 15'-0" MAX. r' -3' PLANTINGt WITHOUT COBBLE I © COBBLE DRAINAGE SWALE 5 z~ 4 :'5~ a. 0 w ·' w C) Ul . -Z Ul ~ w. -o ~ ;:. > in us Sempervirens llalian Cypress --Rosa floribunda/ Rose .---Rosmarinus officinalis 'Prostratus'/ Creeping Rosemary Pennisetum setaceum 'Rubrum'/ Red Fountain Grass PLAN LEGEND: 0 ROOT BALL SLIGHTLY HIGHTER THEN FINISH GRADE 0 LIGHTWEIGHT PLANTER MIX FROM HANSON AGGREGATES/ A-1 SOILS 1-656-577-2727 0 FILTERFABRIC 0 3" THICK GRAVEL BASE 0 PLANTER PER PLAN © 2" ATRIUM GRATE-NOS 270-ATTACH T02'' DRAIN PIPE -SEE CIVIL PLANS FOR CONTINUATION OF DRAIN LINES 0 PEDESTAL WALL PER ARCHITECT @ 2" DRAIN LINE -DAYLIGHT TO ADJACENT PLANTER OR CONNECT TO STORM DRAIN SYSTEM· SEE CIVIL PLANS © 3/4" SCHEDULE 40 PVC @ IN-LINE DRIP TUBING W/ 1 GPM EMITTERS@ 8" O.C. CIRCLE ENTIRE CONTAINER. NOTES: 1. SEAL BASE OF PLANTER AROUND DRAINAGE AND IRRIGATION PIPE TO PREVENT WATER LEAKAGE. POT'A' POT'D2' Pelar onium peltatum/ Ivy Ge anium Pennisetum setaceum 'Rubrum'/ Red Fountain Grass Asparagus densiflorus 'Sprengeri'I Sprenger Asparagus POT'A2' E PLANTING LAYOUTS FOR PLANTER POTS NO SCALE SEE SHEET: P-1.0-P-1.1 FOR PLANTING LEGEND & NOTES P-2.1 -P-2. 7 FQij Pl-t1t)ITIN~ Pl-AN P-3.1 -P-3.2 FOR PLANTING DETAILS Asparagus densiflorus 'Sprengeri'/ Sprenger Asparagus "AS BUil T" RCE ____ EXP. REVIEVVED BY: INSPECTOR POT'B' ' DATE DATE POT'C' Verbena tenuisectal Moss Verbena SDG PROJECT NO: 05-505 -~ PLT DATE: 3/21108 _j ' REV,ISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMP~EMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'O LEGEND: 0 AJC PAVING ® CONCRETE CURB -SEE PLANS FOR LOCATION 0 4-6" COBBLE. 'ARIZONA RIVER ROCK' BY KRC ROCK OR APPROVED EQUAL 0) 12" COMPACTED SUB GRADE © GEOTEXTILE FABRIC BY GEO-SIVE OR APPROVED EQUAL. BURY ENDS OF FABRIC TO ANCHOR 0 COMPACTED SUB GRADE PER SOILS REPORT © PLANTING IN SWALE NOTES: A COBBLE SWALE SHALL SLOPE AT A MINIMUM OF 1% TYPICAL SWALE SHALL MAINTAIN POSITIVE DRAINAGE B. WIDTH OF SWALE VARIES SEE LAYOUT PLAN FOR LAYOUT AND LOCATION C. SEE PLAN FOR COBBLE TYPE AND SIZE D. SET ALL COBBLE INTO SOIL BY 113 SIZE OF STONE E. COORDINATE WITH PLANTING AND IRRIGATION PLANS AND DETAILS FOR LOCATION OF PLANTING AND IRRIGATION THROUGHOUT SWALE F. SEE CIVIL PLANS FOR DRAINAGE UNDER COBBLE SWALE WHERE REQUIRED. G. PLANTINGS LOCATED IN BIO-SWALES SHALL BE FULLY KNITTED IN AND PROVIDE COMPLETE COVERAGE OF THE SWALE AREA IN ORDER TO PROVIDE A WORKING FILTER PRIOR TO PROJECT APPROVAL POT'D' NO SCALE -Rosa 'Red Meidiland'/ Spreading Rose ..l-~--Cupressus Semperv[rens 'Stricta'/ Italian Cypress ' I i i 'i ' ! ,l ' ·i I .I jl ~ ,1 I ,j ., ll ' ,--------;::.--,,===-:-:----;----:--::-:;_NO:._SC=A::L•:_ __ --l~ 1-----,----S=-U=-B=-M.:..:;l;..:..T..:..:T A;..:..L=-L=-0=-G=-------ll DATE DRAVVING ISSUE: ; l-"SE::.P__:TE:::M:::.BE:::R:.c1.::-9,_:_20:.:07'-+ ___ _:_Cl"..TY'..:S:'.':U,,,,BM.clT"Tr._ALc":#~ __ -------~~- I--ND_V_E_MB ___ E_R_28-'-, 2::c0__:08-+ __ C_ITY SUBMITTAL #2 (BID SETI j FEBRUARY 14, 2008 CITY SUBMITTAU/:3 ; MARCH 21, 2008 CITY SUBMITTAL #4 } l-f'~r.ll....Dl~!'!!ll''.J.-..f-'.fEUSf.!1J1JS,~-m_~<..b__,.~ ! SCHMIDT DESIGN GROUP, INC. BALANCINC ARTISTIC: EXPRESSION IN DESICiN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Dlego, CA 92103 telephone {619} 236-1462 facsimile (619) 236-8792 www.schmicllclesign.com Lie. CA 21)8, NV 21~h AZ H139 P-3.2 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ~6 '=C=IT~Y=O=-F==C=A=-R=-L:'".S..:::B=A=D=-'=I ===I !I I~ PLANNING DEPARTMENT PLANTING DETAILS BRESSI RANCH VILLAGE CENTER ...r: V, ,._, • _o ,- PIANTING,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 IANDSCAPE 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 REGUIATIONS A ALL LOCAL, MUNICIPAL AND STATE IAWS AND RULES & REGUIATIONS GOVERNING OR REIATING 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 IARGER SIZE, SPECIFICATIONS AND/OR DRAWINGS SHALL TAKE PRECEDENCE OVER THE REQUIREMENTS OF THE SAID RULES AND REGUIATIONS, 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, IABOR, 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.IC,, BY OTHERS, EXISTING, 1.04 DEFINITIONS A, IANDSCAPE ARCHITECT: QUALIFIED PROFESSIONAL OVERSEEING CONSTRUCTION AND INSTALIATION OF ALL !AND SCAPE 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 IANDSCAPEARCHITECT, B, FINISH GRADING AND IANDSCAPE 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 IANDSCAPEARCHITECT ANY DEVIATIONS BETWEEN CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND THE SITE. FAILURE TO DO SO PRIOR TO THE INSTALIATION OF.THE IMPROVEMENTS AND RESULTING IN REPIACING, 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, 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 PIANTING SHALL BE PERFORMED BY PERSONNEL FAMILIAR WITH PIANTING PROCEDURES AND UNDER THE SUPERVISION OF A QUALIFIED PIANTING FOREMAN, THE CONTRACTOR SHALL PROVIDE THE NAME, ADDRESS AND PHONE NUMBER OF THE JOB SUPERVISOR FOR 24 HOUR AVAILABILITY, THE SUPERVISOR SHALL BE AVAIIABLE TO ALLEVIATE EMERGENCY SITUATIONS AS THEY ARISE AND SHALL BE ON THE JOB SITE WHEN EVER PIANTING IS IN PROGRESS, B PROVIDE PIANT MATERIALS TRUE TO NAME AND VARIETY ESTABLISHED BY I , "SUNSET WESTERN GARDEN BOOK'', PUBLISHED BY IANE PUBLISHING, MENLO PARK, CA 1995. C, PIANT MATERIALS SHALL COMPLY WITH THE RECOMMENDATIONS AND REQUIREMENTS OF ANSI STANDARDS FOR TYPE AND SPECIES CALLED FOR ON PIANTING PIAN, PROVIDE SINGLE STEM TREE EXCEPT WHERE SPECIAL FORMS ARE SHOWN OR LISTED, 1,0B SUBSTITUTIONS A NO SUBSTITUTIONS OF PIANT MATERIALS OR OTHER CONSTRUCTION MATERIALS WILL BE PERMITTED WITHOUT THE WRITTEN PERMISSION OF THE IANDSCAPE 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 PIANT MATERIALS TO BE FURNISHED, PROVIDED THAT THE COST OF SUCH PIANT CHANGES DOES NOT EXCEED THE COST OF THE PIANTS IN THE ORIGINAL BID, THE CONTRACTOR SHALL BE NOTIFIED AND THE CHANGES CONFIRMED IN WRITING PRIOR TO THE PIANTING OPERATION COMMENCING, CHANGES IN THE SIZE OR VARIETY Of ANY PIANT MATERIAL FU!'lNISHEO THAT REQUIRES A REDUCTION OR ADDITION IN COST SHALL REQUIRE AN ADJUSTMENT IN THE CONTRACT COST PRIOR TO PIANTING, 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 HAVE BEEN PIANTED 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 PIANT MATERIALS, PIANTING AREAS AND PIANTS SHALL BE PROTECTED AGAINST TRESPASSING, THEFT, VANDALISM AND DAMAGE OF ANY KIND. IF ANY PIANTS BECOME DAMAGED, STOLEN OR INJURED THEY SHALL BE TREATED OR REPLACED AT THE CONTRACTORS EXPENSE REPIACEMENT PIANTS SHAU BE OF EQUAL VALUE OF THE ORIGINAL PIANT MATERIAL OR IF NO REPIACEMENT 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 REPIACEMENT AND /OR COST COMPENSATION, , I 1, 11 CLEAN-UP : A DURING THE COURSE OF PLANTING OPERATIONS, EXCESS CONSTRUCTION WASTE MATERIALS SHALL B~ 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 ORAS DIRECTED BY THE OWNER C, OBSERVATIONS SHALL BE CALLED FDR AT THE END OF ALL PLANTING OPERATIONS FOR THE PURPOSE OF DETERMINING COMPLIANCE WITH PIANSAND SPECIFICATIONS, INTENT, WORKMANSHIP, AND CLEANUP CONTRACTOR SHALL SECURE WRITTEN VERIFICATION OF OBSERVATION DATA, AND MAKE ANY CORRECTIONS REQUIRED TO WORK BEFORE BEGIN~ING THE MAINTENANCE PERIOD, I D, IN THE EVENT THE CONTRACTOR REQUESTS OBSERVATION OF WORK AND SAID WORK IS INCOMPLET~. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBSERVATION COSTS INCURRED BY THE IANDSCAPE ARCHITECT, ' ' ' 1.13 FINAL SITE OBSERVATIQN AND ACCEPTANCE A FINAL SITE OBSERVATION OF PIANTING 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 AU WORK, INCLUDING MAINTENANCE, BUT EXCLUSIVE OF THE GUARANTEE OF PIANT MATERIALS, I 1.14 GUARANTEE AND REPLACEMENT A THE CONTRACTOR SHALL GUARANTEE THAT All PIANTS PIANTED UNDER THIS CONTRACT SHALL BE IN GOOD, HEAL THY 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 PIANTS AND ALL PLANTS THAT LOSE MORE THAN 30% OF THEIR ORIGINAL LEAVES, OR AS DETEflMINED BY THE OWNER'S REPRESENTATIVE SHALL BE REPIACED WITHOUT COST TO THE OWNER WITHIN (10) DAYS Of NOTICE, C, REPIACEMENT PIANT MATERIAL AND SEEDING SHALL BE Of COMPARABLE QUALITY AND SIZE TO THAT WMICH WAS ORIGINALLY INSTALLED, ALL PIANT MATERIAL REPLACED SHALL BE GUARANTEED FOR THE ORIGINAL PERIOD, STARTING FROM THE DATE OF REPIACEME:NT, 1.15 SUBMITTALS I A SUBMIT LIST WITH SOURCES AND QUANTITIES TO IANDSCAPE ARCHITECT OF SOIL AMENDMENTS, FERTILIZERS, PIANT MATERIALS, MULCH, SEEDS, AND SOD WITH QUANTITIES OF EAC~ TO BE USED ON THE JOB, RETAIN AND SUBMIT RECEIPTS AS REQUESTED BY THE IANDSCAPE 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 CALIFORNiAIOSHA REQUIREMENTS. THE IANDSCAPE ARCHITECT AND HIS CONSULTANTS DO N\JT PRACTICE OR CONSULT IN THE FIELD OF SAFEl)' ENGINEERING, WE QO 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 t.;INDSCAPE 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 CONTRAC1 DRAWINGS THAT ARE VERIFIED BY THE CONTRACTOR TO BE AN 'APPROVED SET OF THE GOVERNING AGENCY SHALL BE KEPT ATTIIE SITE OFFICE DURING CONSTRUC110N, 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 INSTALIATION ON THE RECORD DRAWINGS, THE MAR,KED DRAWINGS SHALL BE KEPT CURRENT AS THE WORK PROGRESSES AND ~HALL BE AVAIIABLE FOR INSPECTION BY THE OWNER'S REPRESENTAT,IVE UPON REQUEST, AT 2 WEEKS PRIOR TO THE "NOTICE OF COMPLETION", THESE OR A COPY OF THE AS-BUILT DRAWINGS SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE, PART 2 -MA TE RIALS 2,01 PIANT MATERIALS I A, ALL PIANTS SHALL BE NURSERY GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PR.(\CTICES, AND SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMIIAR TO THOSE I~ THE LOCALITY OF THE PROJECT FOR AT LEAST ONE YEAR B, PIANTS SHALL BE \YPICAL 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 HEALTHY, 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 FO~ RE~ECTION, PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY EXCEPT UPON THE SPECIAL APPROVAL OF THE !AND SCAPE ARCHITECT, D, ALL PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED ON THE PIANTING PLAN EXCEPT THAT PIANTS LARGc'R THAN SPECIFIED MAY BE USED. USE OF SUCH PIANTS 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 LEAST6 MONTHS BUT NOT OVER TWO YEARS, AND SHALL IN NO CASE BE ACCEPTED IF A ROOT BOUND CONDITION HAS BECOME PREVALENT, 2.02 IANDSCAPE MATERIALS A, "PIANTING TABLETS" SHALL BE BEST-TABS PIANTING 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 1/2" DIAMETER. MULCH SHALL BE FREE OF STICKS, STONES, CIAY, CLODS, DEBRIS AND FOREIGN INORGANIC MATERIAL C, "HERBICIDE" SHALL BE ROUND-UP BY MONSANTO CORPORATION, D. "PRE-EMERGENT' HERBICIDE SHALL BE TREFIAN, SURFIAN, EPTAN OR EQUIVALENT E, "MOW STRIPS" SHALL BE AS SPECIFIED ON CONSTRUCTION DOCUMENTS, F, "NAILS", "WIRE", "HARDWARE", "STAPLES", AND '"fURNBUCKLES" SHAU BE HOT DIPPED GALVANIZED. G, "TREE STAKES" SHALL BE 2" DIAMETER BY B' LENGTH COPPER NAPTHENATE TREATED LODGE POLE PINE STAKES, OR EQUAL, ACCORDING TO THE FOLLOWING SCHEDULE: 15 GALLON 1 -B' STAKE 24" BOX OR IARGER 2-10' STAKES H, "EROSION CONTROL FABRIC BLANKET" SHALL BE NORTH AMERICAN GREEN, MODEL SC150 , I. "ROOT BARRIERS" SHALL BE BIO-BARRIER BY DOW EIANCO 1(800) 352-6776, J. "DECORATIVE ROCKS" OR "BOULDERS" SHALL BEAS SPECIFIED ON PIANS, 2.03 HYDROSEED MATERIALS A, SEED MIX -AS SPECIFIED ON PIANS, B. 'WOOD PULP" SHALL BE SILVAFIBER BY WEYERHAUSER OR APPROVED EQUAL, AT A RATE OF 1000 l.BS.iACRE, C, "TACKIFIER" SHALL BE M-BINDER FROM STOVER SEED OR APPROVED EQUAL, AT A RATE OF 60 LBS/ACRE, SEE SHEET: P-1.0-P-1.1 FOR PLANTING LEGEND & NOTES P-2.1 -P-2.7 F,OR PLANTING PLAN P-3.1 -P-3.2 FOR PLANTING DETAILS PART 3-INSTALLATION 3.01 GENERAL REQUIREMENTS A, INSTALLER MUST EXAMINE THE SUBGRADE, VERIFY THE l'LEVATION AND OBSERVE THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED, IF SITE CONDITIONS VARY FROM THOSE SHOWN ON THE DRAWINGS, CONTRAGTOR SHALL NOTIFY THE , IANDSCAPE ARCHITECT AND GENERAL CONTRACTOR BEFORE COMMENCING WORK, B. WHEN CONDITIONS DETRIMENTAL TO PIANT 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 PIANTING, 3,02 WEED KILL A IRRIGATE SITE NORMALLY FOR TWO WEEKS TO GERMIN-'fTE WEEDS, APPLY CONTACT HERBICIDE PER MANUFACTURER, 8, WHEN All WEEDS HAVE PERISHED AND THE ACTIVE PE~IOD OF HERBICIDE HAS EXPIRED ALL WEEDS SHALL BE COMPLETELY TURNED UNQER BY PLOWING, ROTOTILLING OR OTHER MECHANICAL MEANS, IF PERSISTENT REPEAT APPLICATION TO ASSURE ERADICATION, C ALL HERBICIDE APPLICATIONS SHALL BE PERFORMED B'r' A LICENSED AND BONDED OPERATOR D, APPLY PRE-EMERGENT HERBICIDE AS NOTED UNDER M-'fTERIALS AND AT THE RATES AS SPECIFIED BY THE MANUFACTURE, 3.03 SOIL PREPARATION A. SOIL PREPARATION SHALL OCCUR NOT MORE THAN 30 QAYS PRIOR TO PIANTING, ALL PIANTING AREAS WITH ASPHALT, ENGINEERED FILL QR OTHER DELETERIOUS MATERIAL SHALL BE THOROUGHLY DUG OUT THROUGH S~B-BASE MATERIAL AND BACKFILLED WITH TOPSOIL : B, APPLY SOIL AMENDMENTS RECOMMENDED IN SOILS TEST, EVENLY AND AT THE SPECIFIED APPLICATION RA TES, SEE CONTRACT DOCUMENTS FOR SPECIFIC RECOMMENDATIONS, : C, ROTOTILL TOP 6" OF SOIL TO A LOOSE AND FRIABLE COfiSISTENCY, D, SLOPES STEEPER THAN 3.1 SHALL BE RAKED, BUT SHAL~ NOT RECEIVE SOil AMENDMENTS EXCEPT AT EACH PIANT PIT BACKFILL 3,04 FINISH GRADING A, FINISH GRADING AFTER SOIL PREPARATION SHALL ESTl\8l.lSH FINAL FLOW LINES AND GRADIENTS FOR UNIFORM WATER DRAINAGE, : B, FINISHED GRADES SHALL BE SMOOTH, COMPACTED ANQ FREE FROM IRREGULAR CHANGES, SWALES SHALL READILY DRAIN AND BE FREE PF LUMPS OR HOLLOWS, ALL PIANTING BEDS SHALL DRAIN REGUIARLY AS NOTED·ON THE CONSTRUCTION DOCUMENTS OR AT A MINIMUM OF 2%, AWAY FROM BUILD,INGS, WALLS AND TOWARD ROADWAYS, DRAINS AND CATCH BASINS, • C, MOUNDS SHALL BE SHAPED AND SCULPTED TO CREATED A SMOOTH AND IRREGUIAR 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 !AWN 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 IAYOUT , A LAYOUT OF ALL TREES, SHRUB MASSES, HEADER BOARDS, AND OTHER IANDSCAPE ELEMENTS SHALL BE STAKED BY THE CONTRACTOR IN THE FIELD FOR APPROVAL BY THE IANDSCAPE ARCHITECT PRIOR TO INSTALIATION, ' B, PLANT ARRANGEMENTS ARE SHOWN ON DRAWINGS, HOWEVER, FINAL LOCATION AND/OR ORIENTATION OF ANY OR ALL PIANTS SHAU BE AS DIRECTED BY THE IANDSCAPE ARCHITECT, CONTRACTOR SHALL MAKE ANY CHANGES IN LOCATIONS OF PROPOSED PIANTING, AS MAY BE REQUIRED, WITHO~T ADDITIONAL COST TO THE OWNER i C, PRIOR TO PLANTING, CONTRACTOR SHALL SURVEY SIT~ FOR POTENTIAL PLANT MATERIAL CONFLICTS, POTENTIAL CONFLICTS INCLUDE, BUT ARE NOT LIMITED TO PIANT MATERIAL OBSTRUCTIONS TD SIGNS, ROOF OVERHANGS, PEDESTRIAN AND VEHICUIAR TRAFFIC, AND SLOPE/LEVEL AREAS WHICH DIFFER IN ELEVATION OF CONFIGURATION FROM EXISTING SITE PIANTING CONDITIONS, 3.06 EXCAVATION OF PIANTING PITS AND BEDS , A, ALL EXCAVATED HOLES SHALL HAVE ROUGHENED SURl;ACES, NOT GLAZED, AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS, B, UNDER NO CIRCUMSTANCES SHALL ANY PIANT 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 PERCOIATE OUT OVER A 12 HOUR PERIOD, REFILL HOLE AND IF WATER IS NOT ABSORBED WITHIN 14 HOURS OF THE SECOND FILLING, CONTACT IANDSCAPEARCHITECT FOR DIRECTIQN, 3,07 PLANTING 1 A, AFTER PLANTING PITS HAVE BEEN DUG, ADD "PIANTIN(l; TABLETS" TO THE PIANTING PITS ACCORDING TO THE FOUOWING 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 TO LOOSEN THE ROOT BALL SLIDE PIANTS OUT OF CANS AND HANDLE BY EARTH BALL ONLY, C, PIANTS SHALL BE SET ON UNAMENDED NATIVE SOIL FIRMLY TAMPED TO PREVENT SETTLING, AFTER BACKFILLING, PLANT CROWN SHALL BE SET SLIGHTLY HIGHER THAN THE SURROUNDING SOIL LEVEL UPRIGHT PIANTS SHALL BE KEPT IN A VERTICAL POSITION, 0, AFTER PLACING IN PIT, WORK "PIANTING BACKFILL MIX'' AROUND BALL OF GROUNDCOVER, SHRUBS AND TREES, WATER AND FIRM~Y TAMP TO INSURE SOIL IN AND ABOUT ALL ROOTS, E, NO PIANT WILL BE ACCEPTED IF THE ROOTBALL IS BRQKEN OR CRACKED, EITHER BEFORE, DURING, OR AFTER THE PROCESS OF INSTALIATION, F. STAKE TREES IMMEDIATELY AFTER PLANTING AS PER PLANTING DETAILS, G, PRIOR TO PIANTING ALL SPRAY IRRIGATION SHALL BE fULLY OPERATIONAL AND DRIP IRRIGATION AREAS SHALL HAVE SUPPLY LINE INSTclLLED, WITH EMITTERS HELD FOR INSTALIATION UNTIL ALL PIANTING IS COMPLETE, H, ALL PIANTS UNLESS NOTED OTHERWISE ON PLANS SHALL BE THOROUGHLY WATERED AT TIME OF PIANTING, TAKING CARE NOTTO COVER CROWNS OF PIANTS WITH WET SOIL PIANTS SHALL BE KEPT ADEQUATELY WATERED UNTIL TIME OF ACCEPTANCE, ' I, GROUND COVER PIANTING SHALL BE AS NOTED ON PL,:INSAND PIANTED ON TRIANGUIAR SPACINGS, EXTEND GROUND COVER TO WITHIN 12 INCHES OF ADJACENT SHRUBS OR TREE TRUNKS, 3.0B MULCHING A, MULCH SHALL BE PIACED 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 IRREGUIAR CHANGES, SWALES SHALL READILY DRAIN AND BE FREE OF LUMPS OR HOLLOWS, ALL PIANTING BEDS SHALL DRAIN READILY /)T Al~INIMUM DF 2% AND BE FREE FROM PONDING OR STANDING WATER AT ALL TIMES. IN AREAS WHERE PIANTING BEDS ARE RETAINED BY WALLS, CURBS, TER!fACES OR OTHER HARD SURFACES, CARE SHALL BE TAKEN TO PROVIDE PROPER DRAINAGE, "AS BUil T" RCE ___ _ EXP. REVIEl'.1'P BY: INSPECTOR DATE DATE B IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE THE ENTIRE PIANTING 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 IANDSCAPEARCHITECT PRIOR TO SEEDING TO DETERMINE SUITABILITY FOR PIANTING, 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 SHAU BE IARGE ENOUGH TO PREVENT STOPPAGE AND TO PROVIDE EVEN DISTRIBUTION OF THE SLURRY OVER THE GROUND, THE PUMP SHALL BE CAPABLE OF EXERTING AT LEAST 150PSIATTHE 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 WILLPIACE 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 IIAS NOT BE.EN APPLIED TO THE SURFACES WITHIN 4 HOURS AFTER MIXING V~Ll 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 IANDSCAPE WORK HAS BEEN COMPLETED, OBSERVED BY THE IANDSCAPE ARCHITECT, AND WRITTEN NOTICE OF COMPLETION PROVIDED, THE CONTRACTOR SHALL MAINTAIN THE IANDSCAPE 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 PIANTED AREAS SHALL INCLUDE, BUT NOT BE LIMITED TO WATERING, PRUNING, EROSION REPAIR, WEED CONTROL, CULTIVATING, MULCHING, SPRAYING, AND REPIACEMENT 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 PIANTS, D, DAMAGE RESULTING FROM GULLIES, WASHOUTS, OR OTHER EROSION SHALL BE REPAIRED BY FILLING AND TAMPING, RE FERTILIZING, AND RESEEDING OR REPIANTING 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 PIANTS SEVERELY PRUNED IN THIS MANNER SHALL BE REMOVED AND REPIACED 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 REPIACED 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 MAINTl;NANCE 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 PERIOD\LL AREAS INCLUDED IN THE CONTRACT SHALL BE CLEAN AND FREE OF DEBRIS AND WEEDS, AU PLANT MATERIALS SHALL BE LIVE, HEAL THY, 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 IANDSCAPE 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- i ' ~-------=-,-,,,c-,-==.,....,...-,-==---------i! SUBMITTAL LOG , SDG PROJECT NO: 06-505 ----------,-PLT DATE: 3121/08 REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, PLANNING DEPARTMENT AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD, ___ j___ ----·-----------------j____ __ _ 1-------~~..::..:;.;.:......:.....:..._..:...:....--------i• DATE DRAWING ISSUE SEPTEMBER 19, 2007 CITY SUBMITTAL #1 NOVEMBER 28, 200B CITY SUBMITTAL #2 (BID sEn FEBRUARY 14, 2008 CITY SUBMITTAL #3 .---------,_, __ MARCH 21, 2008 CITY SUBMITTAL #4 r.-=-~-,---c:-t-----=----___ , __ A"'•lt.. ll'JfC•z,,J C.-J'C:t ~, ~~5c___ ____ ___, SCHMIDT DESIGN GaouP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 lelephone {619} z,6-1462 fa<slmile {619} z,6-879• www.schmidldesign.com Lie. CA 2138, N\f 219, AZ 34139 P-4.1 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS PLANTING SPECIFICATIONS BRESSI RANCH VILLAGE CENTER 1-----1-+-----------+---l IA _.p,?=:1=:.1_,_._4:~_..l{.,_,_l...,,_,,._._ilt: ____ .., -•i:s~ I 1-----l--+-------------------+----i PLANNING DATE , l'-'---le---l--------------------1---1 ~D=WN==BY=:=JJ,:;:::;:M;:;J,=AB;:;;:;-;:::==P=R=O=JE=C=T=N=o=.==~D=R=A=W=IN=G=NO~. CHKD BY: -JJ~-CT06-24 452 9L .B\'Yl'D BY: J'"c,I ~= - DATE BY DESCRIPTION APP'D REVISIONS r ,-:]DIJIIIIL i ,,1 ·)