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HomeMy WebLinkAboutDWG 446-1L; CT 02-15; BRESSI RANCH CORP CENTER; 01-16.. ' . ' '":--' I ' ----DEPARTMENT OF ENVIRONMENTAL HEAL TH RECYCLED JAIATER STANDARD FLAN NOTES (FUTURE) RECYCLED WATER SYSTEM (PRIVATE) \ !J ~ - BRESSI RANCH CORPORATE CENTER_·~-~o~~~-~\~p0~1 "-LO 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE OTAYWATER DISTRICT. 7. 8. 9. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 9:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 9:00 P.M. AND 6:00 AM. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS s·rRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGUL.A.TIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-COOED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER," COLOR-COOED (PURPLE) ANO LAID WITH WARNING TAPE ANO STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER ANO SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/ OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LIN!,: OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE OTAY WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE OTAY WATER DISTRICT ANO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE OTAY WATER DISTRICT AND/ OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW / CROSS-CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SP!=CIFIC Ri=QUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT MARK HEAVEY AT (415) 381-1600 OR AFTER HOURS CONTACT MARK HEAVEY AT (415) 381-1600 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/ OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE. 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON A{'j ALMOST DAILY BASIS. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED Bi;:TWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. j~, KEYMAP __ :::::::: ~----,\ \ \ # ~- ' \ \ I \ I ll;---+-'A 1---,---------~-.h.h! Pat;t _ 1 Inc. I ·- ~l \ I I I 1.ANDSWE ARCHITECTURE I PLANNING 1 i ' ' SIGNAGE NOTES Carlsbad, California ;--,p~ ------ \ I. THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. GUIDELINES FOR RECYCLED WATER USE 1. 2. 3. 4. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM ONLY. WATERING OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, ANO 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. ADJUST SPRAY HEADS TO ~LIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS AND STREETS AND SIDEWALKS. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTEl'jANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO. AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR, WITH THE WORDS "WARNING -RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE S!DE, AND "NO TOME El AGUA" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT ANO BLACK IN COLOR. USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. II. EACH AUTOMATIC CONTROLLER ANO ITS ASSOCIATED EQUPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS, 1" HIGH, ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CON EPT PLAN, WATER CONSERVATION PLAN., FIRE PROTECTION PLAN, AND ALL CONDff~,J>F PROVAL RELATED TO LANDSCAPIN$. BY:___P"/_,d~~~-'---k-------DATE: (o,] ,O:, MARC A MOODY, LA J APE ARCHITECT R.L.A. 3827 FIRM NAME AND ADDRESS: G.M.P. GILLESPIE MOODY PATTERSON 9404 GENESEE AVENUE SUITE 140 TELEPHONE NUMBERS: REGISTRATION NUMBER: EXPIRATION DATE: DEVELOPER NAME AND ApDRESS: CITY OF CARLSBAD ,NOTES INSPECTION PROCEDURES: LA JOLLA. CA 92037-1353 (858)558-8977 / (858)558-9188 FAX 1362 APRIL. 2007 FARADAY SPECTRUM, LLC 4435 EASTGATE MALL, SUITE 200 SAN DIEGO, CA 92121 858-452-6500 · 1. Inspection of lhe project shall ~• 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. · SHEET INDEX SHEET TITLE TITLE SHEET/ RECLAIMED WATER TITLE SHEET CONSTRUCTION PLANS CONSTRUCTION DETAILS, SPECIFICATIONS & NOTES IRRIGATION PLAN IRRIGATION LEGEND IRRIGATION DETAILS IRRIGATION SPECIFICATIONS PLANTING PLANS PLANTING DETAILS & NOTES R.O.W., PROPERTY LINE AND EASEMENT PLANS LANDSCAPE GRADING PLAN STRUCTURAL DETAILS INSPEGTION FROGEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES. B. TRENCH DEPTHS C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY) 0. PIPE IDENTIFICATION E. POINTS-OF-CONNECTION (POC'S) F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECYCLED WATER (IF RECYCLED WATER IS USED FOR CONSTRUCTION). AN APPROVED LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: SHEET NUMBER 1 2 3 T0'1 5 ' 1 ALL EXl5TIN0 AND PROPOSED -..-< IRRIGATION ADJAC-ENT TO PRO..ET SITE 15 RECLAIMED NATER 8Tol0 II I 1 TO 13 IRRIGATION MAINLINE 15 __,, EXISTING OR SHALL 6E REPLAC.ED 1 'i 1.5 ,~ NOTES: IN PLAC.E PER APPROVED LANDSC.APE PLANS LISTED ON IRRIGATION SHEET PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER TfJE IRRIGATION INSTALLATION FIRST COMMENCES. A. COVERAGE TESTS, AFTER COMPLETION OF THE SPRINKLER SYSTEM. TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. B. WARNING SIGNS ANO LABELS. C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELLS: STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION. 3. ANNUAL INSPECTION SHALL INCLUDE: ' ' A. COMPLETE INSPECTION WHICH SHOULD COVER PARTS "A", "B" AND "G" OF THE DISTRICT FINAL INSPECTION. 4. CERTIFIED INSPECTION A. ALL IRRIGATION BACKFLOW PREVENTER$ 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 COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT WWW.CI.CARLSBAD.CA.US/PDFDOC.HTML ?PID~340 TYPICAL SIGNS l 12" MIN. )D Order to Conserve Water ... DO NOT DRINK RECYCLED WATER Ilf USE NO TOME EL AGUA 1".SS HANDB .IFTl:a CONT.AC"l'ING UVESI: SUI MANOS DESPUEI DI USAJl \ 11' < \ ~-- C\I \ \ ,i \ 11' y < RECYCLED WATER USE MAP NOTTOSCALE PROJECT SITE Ru1'r\ER:FOR□ AIRPORT VICINITY MAP NOTTO SCALE . ' . , REQUIRED ON SHEET 1 ONLY REVI HOOP POST LEGEND SYMBOL DESCRIPTION -------PW ·--------PROPOSED POTABLE WATER SYSTEM ----RW •----EXISTING RECYCLED WATER SYSTEM ---RW----: PROPOSED IRRIGATION SYSTEM MAINLINE NO'!l:, SIGN SHALL eE MAN,l'AC--ruaa, OF .O!!,O' HIN. ALIJHIHJH SHEET OR .060' ABS Pl.ASTie;. SIGN SHALL INC,ORPOAA 1l: PURPLE EIAC-l<GROUND l'IITH l'>IHl'!l: LETTlaRS AHP S'!'HElOL.5. SIGN SHALL eE HOIJNTEO ON A 4'x4" ~ lREATED J-'IOOO POST :l6' FROl-1 FINISH GRADE. ATTAC-H 11iE SIGN TO 11iE POST IJSINeY.," x 21,• ANODIZED LAG S(;REl'IS AND l'IASHERS. (2 eAc;H/ SE:T POST IN &"x24" CO~ eLOc;K. . , CARLSBAD MUNICIPAL WATER DISTRICT .##,:-&~ WILLIAM E. PLUMMER, DISTRICT ENGINEER R.C.E. 28176 COUNTY OF SAN DIEGO Department of Environmental Health -Land Use Dlvls!an 2. Following the completion of work, the Landscape Architect of the work will certify thal the installation has been completed by submitting the "Fin~I Landscape Certification Form•. A request for a final landscape inspection by the ALL LANDSCAPED AREAS , AREA OF RECYCLED WATER USE 0 REC,YC,LED V'IATER SIGN city must also be made by calling the Inspection Request Line. . "Final Landscape Certification Form" F'ax to: 760-~44-8943 Landscape Inspection Request Phone Line: 760-602-4602 , www.gmplandarch.com 9404 Genesee Avenue Suite 140 La Jolla LANDSCAPE California 92037-1353 ARCHITECTURE Tel 858 558 8977 & PLANNING Fax 858 558 9188 tDSCAp ody ,., " .. .. rt>"' -,J ' ., C, .... ... ~ ' LOCATION OF CONNECTION POINT(S)- ' METER AND BACKFLOW PREVENTION MIN. OF 3' OUT OF R.O.H. INC.LUDING PR.ECISE LOCATION OF PLANTING AR.EA5. GLEN LEEKS Environmental Land Use Specialist 111 PLANNING DEPARTMENT DRAWN 'Yr----,-,-;--"D_o_No_T_D.Rl7.NK~" s-;:iG;;-N;;;-L-:;:oc;;-A-Tio_N_s ____ -t.::-TRE-:::-.E-:::SrT-0::-6-Er:::::PLA:-:-::::N:::-TE::::D::::A~:::c:::'.A::-P::-PR::::OV::-:::::E::-D-=F-=O--R_PL_A .... NT-ING-,-A_N_D_l-r-RR-l_e_A-r-Tl-oN_o....,NL_Y'_, -I ;::I =SH=EI =ET=-'=C=I=T=Y=O=F=C=A=R=L=S=B=A=D~l=s=HIE~F=.TS~' =='-'--------'•:.::R • AS-BUILT" 04-2J-O JR OEH REQUESlED DETAILS & REVISION CLOUD 'I'. ==-c==-----~M~M nnEsHEET APPBOVED 1st. SUB 2nd. SUB 3rd. SUB 4th, SUB JOB NO. DATB SCALI! -'-'---"-.:;:__ _ __:_::::...=.::..::::...=.:..::: oAlE /3RESS/ RANCH CORPORA TE CENTER 03_12_07 i-::,t11LE:.:::::..:: ===+====::;:;;;:;;;:::;:;::::;:;:::;=========== t---t--+------------l---+---1---+---I PROJEC, T ENTRY ST A TEMENT .c.=:..=c:......--=-=•4=--::.:24=--.:..:"7 RECEIVED BY= -·---"1---+---1--------------l---l---i---l--l I APPn ( 4::-~~+ ., ·LI . .,, _ PLANNING DA TE 05-113 ~~~';'====:;--;:==~===~======;;:::::=====: t--;:;D-.,AlE;;;-t-;;IN:;;,ITI;;;AL..7-=-----------------i-::=:-11-::=-+--=-+-----1 rDWN BY: ---PROJECT NO. DRAWING NO. 07-2~-oe DATE INITIAL DATE INITIAL CHKD BY: ___ , AS SHOWN INSPECTOR DATE ENGINEER OF WORK REVISION DESCRIPTION 011-IER APPROVAL CITY APPROVAL RVWD BY: C. T 02-15 446-IL I .....__ ,- ...___ r \ \ \ \ \ \ I \ I \ \ \ \ \ \ \ EXISTING C.1-K) UTILITY Ac.GESS EASEMENT -.gmplandarch.com LANDSCAPE ARCHITECTURE & PLANNING 9404 Genesee Avenue Suite 140 La Jolla California 92037-1353 Tel 858 558 8977 Fax 858 558 9188 \- \ \ DRAWN JR APPROVED .... l■t. SUB 2nd. SUB 11-18-08 2Q ro' !!( /// //! /// iii<:, ' ' I i \ (- ,1 4 \ I I ) \ __ I -/ EXISTING~ ~ING VAULT AND REL.AlcD UTILITIES TO BE PIWTcC,lcD IN PLACE CONSTRUCTION LEGEND G) CONSTRUCT RETAINING WALL SEE DETAIL A/SHEET 3 0 CONSTRUCT CONCRETE MOWSTRIP SEE DETAIL B/SHEET 3 @ CONSTRUCT TURF BLOCK PAVING SEE DETAIL C/SHEET 3 © EXISTING RETAINING WALL TO BE REMOVED. ® Pl I.ASTER SEE DETAIL A/SHEET 3 THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY @ EXISTING CONCRETE CURB, TO BE PROTECTED IN Pl.ACE. @ EXISTING PEDESTRIAN WALK, TO BE PROTECTED IN Pl.ACE. © EXISTING UTILITY, TO BE PROTECTED IN PLACE. COLOR AND FINISH SCHEDULE SYMBOL KEY DESCRIPTION CONCRETE MOWSTRIP STONE MANUFACTURER ELDORADO STONE MODELJ COLOR NATURAL GRAY SANTA ~ ~ VENEER THOMPSON BUILDING BARBARA CMUWALL MATERIALS WITH CAP GERMAN MARTINEZ (619)287-9410 STONE ELDORADO STONE SANTA @] VENEER THOMPSON BUILDING BARBARA PILASTER MATERIALS WITH CAP GERMAN MARTINEZ (619)287-9410 GRADING & DRAINAGE NOTES A. CROSS SLOPE OF SIDEWALK TO BE A MAX. OF 2%. B. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING, C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. D. SEE 'LANDSCAPE GRADING PLAN' SHEET 16 FOR GRADING SYMBOL LEGEND FINISH/ PATTERN LIGHT BROOM ASHLAR COARSED STONE ASHLAR COARSED STONE COMMENTS BROOM STROKES PERPENDICULAR TO EDGE OF MOWSTRIP SANTA BARBARA WALL CAP 12" X 16" SMOOTH COLUMN CAP 36" X 36' X 4' P.A. -LOW- PLANTER AREA LIMIT OF WORK • FOR REINFORCEMENT AND FOOTING SIZES • REFER TO STRUCTURAL ENGINEER'S SHEETS • SEE STRUCTURAL ENGINEERS DETAILS ON SHEET 17 FOR CONSTRUCTION OF RETAINING WALL FOOTINGS 1/ RECYCLED i-lATER HAIN RECYCLED 1 WATERPUMP STATION ec~I ltl• QI '/,' \ ---=-{1= -= ------=f'-~~--':=--~--~-~:=--=-~--~--=:--¥=--~= --=--==--=~:::-:-:=-:--:-:-:-::--::=:-'.:--:-::-:-:-:-:::-:-:--.-;:::::;~~::::;:::;;:~==;:::;;;=::;::::::~::::;::::;;;=:::;;=;--;::;::;;;;;::;-, ----_:::-,':;._:;:;_.:,:.:::::.="'-· --= TREES T,O BE PL#ITED A APPROVED FOR PLANTING AND IRRl5ATION ONLY, ~ CITY OF CARLSBAD I SH.EETS __ I MIN. OF :5' OUT OF R.O.W. INCLUDING PREGl5E LOCATION OF PLANTING AREAS. L_2j PLANNING DEPARTMENT _I~ __ r--------;-. A':".s~=s:-:u::-1L-=T":;---------+04--::-:--2::3~-o:::r---=.R:--rD::EH:,-:RE:::QU=Es:::lm:::-:D:'::E:::TAl:::LS::-:-.lc--:R:::E'\ll:::Sl:::ON::c--:a.::-ou=o----:~-.--,---.----.--t bAit LANDSCAPE CONSTRIJC,T/ON PLAN BRESSI RANCH CORPORA TE CENTER PR.O.JECT ENTRY STATEMENT 3rd. SUB 03-12-0-, ~Tl~Tl.E:::::=:::::::::::::::::::::;;~~;;;:;;~:;::::::::::::::::::::::::::=-e==c=I===============c==:J=___:L _ _JL_J -.. .,,-. -s-ue---o-•--2-.. ---07 RECEIVED BY: , _AP__.ft-"':'--'°1-'-'----t.,___,¢(=>-,__.W"""'~..Jt~_.___ ______ 1-li-••l 1 0-24-07 t------t--+-------------------t----+--t----+---t~-P:::L:::AN:::N:::l'::::NG:::::::==:;--;:::=======::::;;::::::D'::A::::TE:::::::=::::::! oe -113 OWN BY: ___ PROJECT NO. DRAWING NO. ::-::::: INSPECTOO --~□A=TE~--EN~~:R ~Nl:K REVISION DESCRIPTION o:: ~~:: :A; APP:~:: ~~ ~~;---C.T 02-15 44b-lL JOB NO. SCALE DATE CONSTRUCTION NOTES: A. VISIT THE SITE PRIOR TO SUBMITTING BIDS. B. SUBMIT A UNIT COST FOR IMPORT SOIL IN-PLACE AND BE COMPLETELY AWARE OF THE AMOUNT OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL AT PLANTING AREAS AND RAISED PLANTERS. C. D. E. F. G. VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS, WALKS, PLANTING, WALLS, ETC. AT NO ADDITIONAL COST TO THE OWNER. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALlL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. LOCATE ALL EXISTING UTILITIES WHETHER SHOWl'I HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. H. COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE, AMERICANS WITH DISABILITIES ACT, AND WITH OTHER CURRENT RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE WORK. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. I. LOCATIONS OF N.1.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC., ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. J. VERIFY ALL PAVING AND HARDSCAPE CONSTRUCTION DRAWINGS WITH SOIL ENGINEER'S REPORT WITH REGARD TO BASE PREPARATION AND FOOTING REQUIREMENTS. NOTIFY THE OWNER IMMEDIATELY IF SOILS REPORT RECOMMENDATIONS DIFFER FROM DRAWINGS. THE SOILS REPORT RECOMMENDATIONS, IF MORE STRINGENT THAl'I THE DRAWINGS, SHALL TAKE PRECEDENCE. K. BE RESPONSIBLE FOR COORDINATION BETWEEN SUBCONTRACTORS FOR PROPER AND TIMELY PLACEMENT OF SLEEVING, PIPING AND/OR CONDUIT INSTALLATION UNDER OR THROUGH LANDSCAPE ELEMENTS. L. LANDSCAPE LIGHT FIXTURE LOCATIONS AS INDICATED ON THESE PLANS ARE APPROXIMATE. FINAL LOCATION TO BE VERIFIED BY LANDSCAPE ARCHITECT 01'1 SITE. M. DO NOT SCALE DRAWINGS. N. PROVIDE A REPRESENTATIVE SAMPLE OF EACH PAINTED OR STAINED ELEMENT TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO APPLYING FINISH. REFER TO DETAILS AND SPECIFICATIONS FOR SPECIFIC SUBMITTAL REQUIREMENTS. 0. P. Q. R. s. T. u. v. PROVIDE A 4'X4' SAMPLE OF EACH PAVING TYPE IN LOCATION SPECIFIED BY THE OWNER FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO INSTALLATION. REFER TO SPECIFICATIONS. WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE 1" IN TURF AREAS AND 2" IN GROUND COVER/SHRUB AREAS UNLESS OTHERWISE INDICATED. FOR PROJECT WALKS DO NOT EXCEED A SLOPE OF 20:1 (5% GRADIENT) UNLESS OTHERWISE INDICATED. DO NOT EXCEED 2:1 SLOPE IN PLANTED AREAS. HOLD FINISH GRADE A MINIMUM OF 6" BELOW FINISH FLOOR UNLESS OTHERWISE INDICATED. CONSTRUCT ALL CURVE TO CURVE AND TANGENT LINES TO BE NEAT, TRIM, SMOOTH AND UNIFORM. CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI @ 28 DAYS, UNLESS OTHERWISE INDICATED. PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. FOR CONSTRUCTION PLANS, SEE SHEET 2. ~~~11111~ / • "' • ~~8 ~ -II \ -'1.-------+-1 L-~_-=,i:-11 =Ill= I '--{ 5 LEGEND: 1. CONCRETE MOWSTRIP WITH LIGHT BROOM FINISH ON ALL EXPOSED SURFACES 2. #3 REBAR, CENTERED, CONTINUOUS 3. 112" TOOLED RADIUS 4. FINISH GRADE 5. 90% COMPACTED SUBGRADE -VERIFY W/ SOIL ENGINEER'S REPORT NOTES: A. INSTALL CONTROL JOINT AT 10'-0" O.C. MAX. SPACING B. INSTALL 3/8" BITUMINOUS FELT EXPANSION JOINTS @ 20'-0" O.C. MAX. W/MASTIC SEALANT. C. PROVIDE 45°MITERED CONTROL JOINT AT 90 'CORNERS. MOW STRIP • • 0. LEGEND: 1. HYDRO-GROWMIX 2. GRASSPAVE 2 3. FINISH GRADE 4. 90% COMPACTED SUBGRADE 5. GRAVEL BASE 6. FILLSAND 7. EXISITING CONCRETE HEADER 8. HORIZONTAL REBARS NOTES: GRASSPAVE 2 EMERGENCY ACCESS DRIVE IS DESIGNED TO SUSTAIN WEIGHT OF 68,000 LBS. PER FIRE DEPARTMENT REQUIREMENTS. GRA55PAYE OR ALTERNATE BY C.ITY OF C.ARL56AD PER C.ITY OF C.ARL56AD 5TANDARDS C GRASSPAVE 2 PER PINI GRAVEL BASE: HYDRO-GROW MIX: GRASSPAVE 2: GRASSPAVE 2 FILL: NOT TO 8CALE! GRAVEL SHALL BE AN "OPEN" GRADED TYPE., AS OPPOSED TO A "DENSE" TYPE COMPACTED TO 95% MINIMUM. SIEVE ANALYSIS BELOW: SIEVE SIZE 314" 318" #4 #40 #200 APPROX. % PASSING BY WEIGHT 100 85 60 30 8 HYDRO-GROW IS SPREAD AT A RATE OF 5LBS. PER 1000S.F. (MIXED IN 1" PF SAND ABOVE GRAVEL.) THE "GRASSPAVE 2" ARE PLACED ON THE GRAVEL BASE WITH THE GRID SIDE DOWN. THE UNITS ARE INTERLOCKED. CONCRETE SAND SHALL BE USED TO FIRST FILL THE RINGS TO A DEPTH OF 1.25 INCHES FOR SEEDING (WHICH ALLOW FORu" OF SETTLEMENT AND COMPACTION). NO LESS THANL-" OF SAND SHOULD BE ALLOWED TO COVER THE RINGS AFTER COMPACTION HAS BEEN COMPLETED. SUPPLIER: MAN-ARC RELATIONS (714) 537-3772 NOT TO SCALE DRAWN www.gmplandarch.com \I.OSCAp APPROVED ;,.aody lBt. SUB 9404 Genesee Avenue 2nd. SUB :J " ~ "' ... 3rd. SUB Suite 140 La Jolla -:I "'<> .... "' ... 4th. SUB LANDSCAPE California 92037-1353 * MYLAR SUB ARCHl'TECTURE Tel 858 558 8977 JOB NO. DATE LEGEND: 1. PRECAST STONE, SANTA BARBARA WALL CAP 12 X 16 BY ELDORADO STONE (619) 287-9410 THOMPSON BUILDING MATERIALS 2. STONE VENEER PER COLOR AND FINISH SCHEDULE, SHEET 2 3. 8 X 8 X 16 PRECISION CONCRETE BLOCK, GROUT FILL ALL CELLS 4. ATRIUM DRAIN 5. CONCRETE FOOTING, PER STRUCTURAL ENGINEER 6. 90% COMPACTED SUBGRADE 7. FINISH GRADE "FOR REINFORCEMENT AND FOOTING SIZES REFER TO STRUCTURAL ENGINEER'S SHEETS • • • ' • . • ' . 4 • ~ " • ' ' • • 5' 1 3' - " • • • ... 3 6 A 6 ~ ~ • 4 ~ ❖ W\ •· 'j • La • '· ·~ ' \!_' • < • ' • 6 • , '--~ 5 MASONRY PILASTER SECTION 1"::::1'-0" LEGEND: 1. ELDORADO STONE SMOOTH COLUMN CAP -38 X 36 X 4 (619) 287-9410 THOMPSON BUILDING MATERIALS 2. 8 X 8 X 16 PILASTER CMU, GROUT FILL ALL CELLS-REFER TO PLAN FOR SIZE 3. #4@ 16" O.C. HORIZONTAL 4. #5 @ EACH CORNER 5. 4-#5 EACH WAY RETAINING WALL SECTION 6. CONCRETE FOOTING, DIMENSIONS AND REINFORCEMENTS PER STRUCTURAL ENGINEER'S SPECIFICATIONS A JR MM 09-01-06 11-16-06 03-12-D7 04-24-07 10-24-D7 06-113 07-25-06 RETAINING WALL AND PILASTER 1"=1'-0" 7. COMPACTED SUBGRADE PER SOIL ENGINEER'S REPORT 8. FINISH GRADE 9. STONE VENEER PER COLOR AND FINISH 10. ATRIUM DRAIN "FOR REINFORCEMENT AND FOOTING SIZES • REFER TO STRUCTURAL ENGINEER'S SHEETS AS NOTED TREE5 TO BE PLANTED A MIN. OF 3' OUT OF R.O.V'I. APPROVED FOR PLANTINCS AND IRRl6ATION ONLY, INc.LUDING PREC.15E LOC.ATION OF PLANTING AREAS. ~ CITY OF CARLSBAD L£_j PLANNING DEPARTMENT ,---------=-.. A_S_B __ U_IL--r=-· --------+0-4-_2_3-_0-,--J,::-R---,-::D:::EHC-R=:E:::-QU:-::E::::STE:::D::--:'OE:::T::-:AIL:-::SC"'.!<C-:::RE:::-:Vl=Sl:::ON-:--:::CL-=ou=D:----,;..,-T""--,--,----,---i CONST'RJ.K;TION OETAILS DATE 1111.£: RECEIVED BY: BRESSI RANC.H C.ORPORA TE CENTER PROJEC.T ENTRY STATEMENT 1--~1---1-----------------+---+---l----t---t 1-AP_P_R_o_VE_o ____________ ----- ~---4--+---------------+--+---+--+---t PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: C,T 02-15 446-IL RVWD BY: DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INlllAL DA TE INlllAL OTHER APPROVAL CITY APPROVAL & PLANNING Fax 858 558 9188 SCALE AS SHOWN INSPECTOR DATE (,j CONSfflJG-TION SF!ell"IGATIONS POR11.AND c.EMENT c.oNC.RETE PAATl-6ENEAAL I.I REl..A TED DOGUMENT5 A. DraNlngs and gi,ni,ral provisions of C:.Ontra,t, apply to this si,,tlon. 12 SUMMARY A. E.><ti,nt of Portland ,i,mi,nt ,onc;.ri,t., paving 1, shown on drawings, lnclvdlng ,llrbs, gutw,, wall-r<ays and pav"m"nt. B. Pri,pari,d subbos" Is SP"Clfli,d In draNlngs. 1.3 5U6MITTALS A. Provld" sampl.,,, manufa,wri,r's produ,t data, t"st r"ports, and mati,rlals' ,.,rtlfl,atlons as r"qulr"d In r"F"r"n,.,d si,ctlon, for ,onc;.r"t" and Joint f'ilil)f'S and si,al.,rs. 1.4 GIUALITY ASSl.lRANeE A. C,od.,5 and standards, Comply with local govl)f'nlng ri,gulatlons IP mor" strlng.,nt than h"ri,ln SP"Gifii,d. IS J06 CONDITIONS A Tran~ Control, Maintain a,,.,ss for v"hl,ular and pi,di,strlan traffic. as r"qulr"d for othi,r con5tru,tlon a,tlvltli,s. PAAT 2 -PRODIJG.T 2.1 MA TERIAl.5 A. Form,, 5t""'• wood, or othi,r sultabl" mati,rlal or 5IZ" and stri,ngth to r"slst mov"m"nt during ,oncr"t" pla,.,m.,nt and to r"taln horizontal and vi,rtl,al allgnm"nt until ri,moval. Us., strafght forms, fr"" of distortion and d.,f.,cts. I. IJs" ,i.,xlbl" spring sti,i,I forms or lamlnati,d boards to Form radius bi,nds a, r"qulr.,d. 2. Coot Form, with a non-staining form r.,li,as" ag.,nt that will not discolor or d"Fa"' s11rfa,., of c;on,ri,ti,. B. Reinforcing Bors, Di,formi,d 5ti,i,I bars, ASTM A 615, &-ad" b0. C.. Llquld-Mi,mbran" forming and 51,allng C.Urlng Compound, C.omply with ASTM e, 50'1, °f!jp" I, Glass A unl.,ss othi,r typ" ac;c;.,ptabli, to Ar,hlti,,t. Molst11ri, loss no mor" fhan 0.055 gr ]sq. cm. wh"n applii,d at 200 sq. i'tJgal. I. Avallabli, Products, SubJi,ct to ,ompllanc" with ri,qulr.,monts, product, Nhl,h may bi, 1n,orporati,d In thi, Nork. ln,ludi,, but ari, not limited to, thi, following, 2. Produ,ts, Subji,,t to Gompllan,., Nlth ri,qulri,mi,nts, provldi, oni, of thi, follol',[Jng, "Mastl)f's.,al"; Masti,r Buildl)f'5 "A-H 3 Hay 58ali,r'; Anti-Hydro Hati,rprooflng Co. "E,o,ur.,"; Evc;lld C.hi,mlGal Go. "C,l.,ar 5"Gll '; A.C.. Horn 'J-20 Acr~~ Guri,"; Dayton Supi,rlor "SUr" C.11r" ; Kaufman Produc;ts, In,. "AR-50'; W.R. Mo,adows "Spartan-C:.Oti,"; Thi, Burki, Co. "5"alk.uri,', Toch Div. -c.orbollni, "Kuri,-N-51,al'; Sonni,born-C.ont.,c;h. "Poly,li,ar"; Upco C.h,,mc;lalNSM Corp. "LU;i C.11ri,'; L • M C:.Onstru,tlon C.hi,m,lals "Kli,arsi,al'; 51,t,on lndustrl"5 "LR-152"; Proti,x lndustr,.,, "Hardtop"; 61ftord -HIii 3. Bonding Compound, Pol~lnyl a,i,tati, or acryl~ basi,, ri,w.,ttabli, tyP", 4. Avallabli, Produ,ts, Sub Ji,ct to Gompllanc;i, with r"qulri,mi,nts, produ,ts Nhlch may bi, ln,orporati,d In thi, work lncludi,, but ar" not llmlti,d to, thi, Following, "J-40 Bonding Agi,nt"; Dayton Supi,rlor Corp. "~ldc:.r"t""• 1.ors"n Produ,ts "lntralok'; KR. Mi,adoNs "fvi,rbond'; L e M Construction C.hi,mlcals "EucoW,,ld"; Euclid Ghi,ml,al Go. "HornNi,ld"; A.G. Horn "Sonocr.,ti,"; Sonni,born-C:.Onti,ch "AcryllG Bond,ri,ti,•, Th" Buru; Go. D. Epox~ Adhi,slv.,, ASTM C. e,e,1, 2-compon.,nt mati,rlal sultabl,s For us,s on dry or damp surfac;i,s. Provld" mati,rlal "T!f'", '&-adi,', and "C.la5s' to suit proJ«t r"9.ulremi,nt5. I. Availabl" Products, Subji,ct to compllanc;., Nlth r"qulri,mi,nts, produc;ts Nhl,h may bi, lncorporat"d In th" 1',!0rk lnclvd.,, but ar" not llmlted to, th" folloNlng, a. Products, 5ubji,,t to ,ompllanc" Nith ri,qulri,roonts, providi, on" of thi, following, "Epoxtlt""; A.C.. Horn "Edo,o 2I le. Epox~ Adh,,sivi,"; Edo,o Ti,c.hn!Gal Prod. "Sikad11r HI-Mod'; Sil.a C.hi,mJ,al Co. "Pat,h and Bond Epoxy"; Thi, Burki, C.o. "Sur.,-Poxf; Kaufman Products, Inc. 22 c.oNC.RETE MIX, DESIGN AND TESTING A. Di,slgn mix to produ,., normal-Nelght ,onc;.r.,ti, ,onslstlng of Portland c"mi,nt, aggri,gati,, Nat.,r-r.,du,rng or high-rang" Nati,r-redu,lng admlxturi, (supi,rplast1,1z.,r), alr-i,ntralnlng admlxt11ri,, and Nater fo produ,i, thi, FolloNlng propi,rtl.,s, I. C.ompresslv" stri,ngth, 5000 psi, minimum at 2e, days, unl.,ss oth.,rNls" lndlcati,d. 2. Slump Limit, e, lnc;hi,s minimum for Goncroti, containing hlgh-rangi, Nat.,r-r.,duclng admlxtur" (supi,rplast1,1zi,r) 3 lnc;hes For other ,onc;r.,ti,. 3. Air C.onti,nt, 5 to e, p.,r,.,nt. PAAT 3 -EXECUTION 3.1 SURFAc.E PREPARATION A. Removi, loosi, mawlal From ,ompac;ti,c::t subbos" s11rFac" lmmi=>dloti!II~ b8For" pla,rng conc;r.,ti,. Proof-roll pri,pari,d subbasi, surfaci, to Gh«k. for unstabl" ari,as and ni,i,d for additional ,ompac;tlon. Oo not bi,gin paving Nork until su,h conditions hav" bi,i,n correcti=>d and or" r"ad~ to ri,c;i,Jv., paving. 32 FORM GON&TRLJC,TION A 51,t Forms to ri,qulrc,d grades and lini,s, braced and si,cured. Install forms to alloi'i ,ontlnuous progri,ss of Nork and so that Forms ,an remain In pla,., at li,ast 24 hours afti,r con,ri,ti, placomi,nt. B. C,hi,ck ,ompleti,d formNork. for grade, and allgnm"nt to folloi'ilng toleran,.,s, I. Top of forms not mori, that lie> lnc;h In IO fi,.,t. 2. Yert~al fa,., on longitudinal axis, not mor" than 1/4 ln,h In 10 f,,.,t, G. Gl.,an Forms after .,ac;h us" and ,oat Nith Form ri,li,as" agent as r"9.uiri,d to ensur" se,paratlon from ,onc;r.,ti, i'ilthout damagi,, D. Slop" sti,p tri,ads at 1/4 ln,h P"r foot to drain. 3.3 REINl"ORC,EMENT A. Locat.,, pla,,, and support ri,Jnforci,mi,nt as sp«lfled In draNlngs. 3.4 c.oNC.RETE FI.AC&1ENT A. Do not placi, cone,ri,ti, until subbas" and Forms hav" bi,i,n c;h«k.i,d for line and gradi!I. Moisten subbos" H' ri,qulr"d to provldo a uniform dampenoo c;onditlon at tlm" c;oncri,ti, Is placi,d. Do not pla,., ,on,r"t" around manhol"5 or oth"r struc;t11res until thi,y ari, at r"9.Uiri,d finish i,Ji,vatlon and allgnmi,nt. B. Plac;i, concri,to btl mi,thods that previ,nt s"gr.,gatlon of mix. C:.Onsolldati, c;on,r"t" along fa,., of Forms and adJac;i,nt to transvors" Join!s Nlth Internal vibrator. ~"P vibrator ~ From Joint assemblli,s, r"l~orc;i,m.,nt, or 5ldi, Forms. Usi, onl~ squari,-Fa,i,d shovels for hand-spreading and ,onsolldatlon. Gonsolldat" Nith car" to pr.,vi,nt dislocation of relnfor,lng, doNi,ls, and Joint devlci,s. I. Use, bonding agi,nt at loc;atlons Nhi,ri, fresh ,on,r"t" Is placed against hardi,ni,d or partlall~ hardi,noo ,onc;r.,ti, surfa,i,s. 2. Di,poslt and spri,ad con,ri,ti, In a ,ontlnuous opi,ratlon bi,tNi,i,n transv"rs., Joints as far as posslbl.,. IF lntorrupti,d For mor" than 1/2 hour, pla,., a ,onstru,tlon Joint. 3. liii,n adJa,i,nt pavoment lan"s ar" placoo In separati, pours, do not opi,rati, "9.Ulpment on concrl!lti!I until paveroont has attalnoo sufficient strength to c;arry loads without Injury. 3.5 JOINTS A. 6"ni,ral, C:.Onstruc;t expansion, Ni,ai<.i,ni,d"9lani, (Gontroctlon), and ,onstructlon Joints trul!I to lln" Nith foci, pi,rp.,ndlcular to s11rfac" of Gon,reti,. Gonstru,t transv.,rs-, Joints at right angf.,s to thi, ci,nti,rl!ni,, unli,ss othi,rNl5" lndlcati,d. I. »;.,n Joining i,xl5tlng stru,t11res, pla,., transvi,rs" Joint to allgn with pri,vlousl~ plac;"d Joint, unli,ss otherHlsi, lndr,a1i,d. . B. ~keni=>d-Plani, (Contraction) Joints, Providi, H"akenoo-plani, ('°ntractlon) Joints, s«tlonlng ,onc;r.,ti, Into ari,as as shown on draNlngs. Construct H8ak.eni,d"9lan" Joints For a di,pth i,qual to at Ti,a5t 1/4 conc;ri,ti, thlc;l<.n.,ss, as folloHs, I. Tooli,d Joints, Form wi,ai<.i,ni,d"9ian" Joint In fre;;h concreti, by grooving top portion with a ri,wmmi,ndi=>d ,uttlng tool and finishing "dg"s Nlth a Jolntor. C.. C:.Onstru,tlon Joints, Placi, construction Joints at i,nd of pla,i,mi,nts and at loc;atlons Nhl)f'i, pla,ement opi,ratlons ari, stoppi,d f'or mor" than 1/2 ho11r, exci,pt l',lher" su,h placi,ments ti,rmlnat,s at i,xpanslon Joints. D. Expansion Joint;;, Provldi, pr.,moldi!ld Joint !'Iller f'or "xpanslon Joint, abutting c;on,r"t" ,urb!I, cat,h basins, manholi,s, lnli,ts, struc;t11ri,s, Nalk.s, and othi,r flx"cf obJi,cts, unli,ss othi,ri'ilsi, lndlc;ati,d. I. Lo,ati, "xpanslon Joints as lndi,al;i,d on drc:iNlngs. 2. E.><tond Joint fllll)f's full width c:ind dopth of' Joint, not li,ss than 1/2 lnc.h or mori, thc:in I Inch bi,loN flnlshi,d surfaci, Nher" Joint si,ali,r Is lndr,ati,d. :5. Furnish Joint filli,rs In oni,1'1"'" li,ngths For full Nldth bi,ing pla"'d Nhi,revi,r possibl.,, Whi,r., mori, than oni, l"ngth Is ri,qulred, la"' or Gllp Joint fllli,r si,,tlon tog.,ther. 4. Protut top ec::tgi, of Joint Filli,r during Goncreti, pla,emi,nt Hlth a m"tal c;ap or othi,r temporary mati,rlal. Removi, proti,ctlon c:ift"r ,on,ri,ti, has b8en plac;i,d on both sldi,s of Joint. :5.6 GONGRETE FINISHING A. Afti,r striking-off c:ind wnsolldatlng ,oncri,ti,, smooth surfa,., by scri,i,dlng and floating. Usi, hc:ind roothocis only Nhi,ri, mi,c;han~al floating Is not posslbl.,, Adju5t Floating to c;ompoct surf'a,., c:ind produc,s uniform ti,xtur.,. B. Afti,r floatlng, ti,st slirfac" For trueness Hlth c:i I0-ft. stralghti,dgi,. Dlstrlbuti, ,on,ri,ti, a, requlroo to remov" slirfaci, lrri,gularltli,s, and refloat ri,pc:iiri,d ari,as to providi, a ,on1inuous smooth finish. C.. Work i,cig.,, of slabs, gutt«s, back top oogi, of ,urb, and formi,d Joint, Hlth an i,c::tgJng tool, c:ind round to 1/2-radlus, unli,ss otni,rwis" lndl,afi,d. Ellmlnati, tool marks on concrc,ti, surfa,.,, D. Afti,r compli,tion of Floating and Nh"n i,x,i,ss molstur" or surfaci, sh""n has dlsappi,ari,d, wmpl"t" trowi,llng and finish surfc:i"' as folloNs, I. Eroom finish by drQJ,,1ing a fln.,-halr broom across ,on,r.,ti, surfa,., pi,rpi=>ndlc;ulc:ir to llni, of traffic. Repi,at opi,rotlon If r"CJ.Uir"d to provld" a fin" lin" ti,xtur" accoptabli, to Lc:indscap" Arc.hlti!lct. 2. On lnclin"d slab surfaces, provldi, a ,oars.,, non-slip finish by sc;orlng surfa,i, Hlth a stlPF-brlstlc,d broom, P"rpi,ndlcu lar to llni, of trc:ifflc. E. Do not r"mov" Forms for 24 ho11rs cifw ,on,ri,t., has bi,i,n ploci,d. Afti,r Form ri,moval, c loan ands of Joints and point-up and minor honi,yc;ombi,ci ari,as. Remov" and r"pla,., ari,c:is or s"c.tlons Nith major d"F«ts, as dlri,cti,d by Landscapi, Arc;hJti,ct. 3.1 aJRING A. Proti,c;t and ,ur., Flnlshi,d concr"t" paving. Usi, mi,mbrani,-formlng curing and si,allng ,ompound or approv"d moist-curing roothods. B. Antlspalllng Tri,atmi,nt, Apply tr"atmi,nt to ,onc;r"t" surfa,.,s no sooni,r than 2e, days afti,r pla,.,mi,nt, to ,li,an, dr~ concri,teo Free, oF oil, dirt, c:ind other Foreign mawlc:il. Aoply wring and si,allng compound at c:i maximum ,ovi,ragi, rati, of 300 SF. pl)!' gallon. Apply antlspalllng compound In :2 sprayi,a appll,atlons. First application at rat" of 40 sq. yds. pi,r gal.; si,cond appll,atlon, 60 sq. yds pi,r gallon. AlloN c;omplet" drying ootN.,i,n applications. :5/J REPAIRS AND PROTEGTIONS A. ~pair or ri,pla,., broken or d.,Fi,ctlveo ,onr,ri,ti,, as dir.,,t.,d by Ar,h1t8ct. B. Drill ti,st cori,s J,,ihl)f'i, dlroctod by Ar,hrti,ct Nhi,n ni,c;i,ssc:iry to di,ti,rmlni, magnlt~d" of crocks or di,fi,ctlv" ari,as. rill drilli,d coreo hol"s In satisfactory pav.,ment ari,as Nlth Portland ,i,mi,nt ,onu"t" bondi,d to pavi,mi,nt Nith "poxy cidhi,slv.,. C.. Protect ,oncret" From damageo until acci,ptan,., oP Nork.. E.><cludi, traff!G f'rom pavement f'or at least 14 days c:ifti,r pla,i,m.,nt. Whi,n ,onstructlon traffic Is pi,rmitti,d, maintain pavi,mi,nt as ,loon as posslbl" by ri,movlng surfaG,s stains and spillagi, of materials as thi,y o,c;ur. I. SNi,ep con,r.,ti, pc:ivi,roont and .. ash fri,i, of stains, discolorations, dirt, c:ind othi,r fori,Jgn mawlal Just bi,Porc, final lnspi,,tlon. END OF SEGTION ~ \ \ I<~'!_!!~~;;;::::;; ~--;.-.... -"°' --"" DRAWN www.gmplandarch.com JR TREES TO BE PLANTED A MIN. OF 3' OUT OF R.O.vt APPROVED FOR PLANTINe AND IRRloATION ONLY, INC.LUDINS PREC.ISE LOCATION 01" PLANTING AREAS. r--------,;;-, A:-:S::--:B::-:U-:-:l':"'L=r•=---------t:-o-:-4_-:2,:-3_-:o::r--Jc:-R--.-:-DE:cH:-:R:-:Ec:-QU".'.:E=sTE=a=--='oE=TA'.".'.IL-=s-=&-R::E:-:Vl-:-SIO..,.N:-C:cL-:-OU".'.:D---,..-----,---,----.--.-----1 f'SHEiil CITY OF CARLSBAD ISHEETSI L....:!_j PLANNING DEPARTMENT 16 CONSTRUC, TION SPECIFICATIONS --------~ ~-;::::-,,., J,OSCAp "'oody 9404 Genesee Avenue ... " u ~ ,,, :; Suite 140 La Jolla -I "' ... .... ~ LANDSCAPE California 92037-1353 * ARClilTEC'fURE Tel 858 558 8977 APPROVED MM 1st. SUB 09-01-06 2nd. SUB 11-16-06 3rd. SUB 03-12-07 4th. SUB 04-24-07 MYLAR SUB 10-24-07 JOB NO. 06-113 DATE DATE TITI.E: RECEIVED BY: 8RESSI RANCH CORPORA TE CENTER PROJEC, T ENTRY STATEMENT 1----11---+----------------+--+---+---+---t 1-A-PP_R_o_VE_o ___________ ---- J-----11---+----------------+--+---+---+---t PLANNING DATE t--:-0A7-::TE=-lr.1ccNITI=-AccL---+----------------+--::-,=----t-c=:c-t-=-:=--+cc:=c-:-t ;:;D;;WN~~BY;:,===:;-;==~P~RO~J::::E~CT===N~O=. =:::;-;:D~R~A:::~:::N:::G==:NO:::::;. & PLANNING 07-25-06 Fax 858 558 9188 SCALE AS SHOWN DATE INITIAL DATE INITIAL CHKD BY: ---'T 02-lt:. 44~-IL -~~~~~~~~~~'..,_ ___ ..::..::.:::.1 __ ~:=::=--~;;;;;;;;;;;;;;;;~~;;;;;;!:::=:=:==~~~=======~~:::=::fE~N~GIN~EE~R~OF~WO~RK~==~R~E~V~IS~IO~N~D~E;S~C~R~IP~T~i~O~N;;;:;;;;:;=~~DlH~ER~AP;P~R~DV~AL~~c1TY~AP~PR~D~VA;L~~RV~WD~~BY~:==~~==""===="'==~=='"'==~J INSPECTOR DA TE \ r -\ Y ,I /Iv'-_ -\AD e N'J[ c -y v'lRR[vl ARPI)~ -<c \4q6C ilP'< // lH~Sl[JRN~L TO pALO~;Af PE~ MAP NO orc1(?I UNLO~ H'·i lNT /i/ ---MAIN:..INE TO BE REtv'O✓ED -----( R " ~L (_) e,P ,-.. IV / AND REFLAC::D DUE~ AcJ ; L r pf,\IN:' l ' I ,No::,CA \"ALL EN , GRADJNC,--ePERATIONS --- ,-~' ·oUR " N'iA1 '' T -----------------A"-u oPPORATE.D 'IT THE poTE L-i_,uRB iNLE o~A iv1N1' 11)6 // .---"""':;__.-· Ex1s_T_ "' ~A~6--1NC -o PLO AT TH rC /\f TH[c -rn -~ 1 8-'~ " -------JN€r'1AL~'"t-'-,-,~ WE HA\ .. ~Y A.ND I I PROBLEM It CONTRACTO'< St'ALL RE-,SE // ---------------TO~EMOVED REFER FOR 1.,L/-1 AppROA'v I WI LL AID EX ISTIN6 l'<Rl6AT CN VALVE --_-_____ -NO\-RE"'IDE\ ND [NTR NS Tc-1A I~ OR \ A-4-' AND CONNECT TO I\Ef'< --/' -----------------PL , D 1-,L. A ANY 0uE _10cT DALE DAV , 1RR10.1.,10N zoNE. REFER To _ _JJ----------- 1r c coN 1 ,A NCN-R[S r;;:'!TIAL SLOF[ ~------ pL[ASc \ -PLANSDHG~4,i -1L (-yp; //'-_, -------_:,,--------~ ~ -_ _. -, =~ /li e c.---~(" \_,___---CO\ TRACT OR SHALL REPLACE A \Y t,,< A. N:.., NE D A.MAG::D ~ 1 DJRNG D::-'OLITION OF EX STl'!G HALL. CO'FRACTOR "'"', SHA~-LOCATE 4 PROTECT MAINL11\E PROR TO D::tv'OLITION \ \ \ \ \ \ \ POP U0 HEADS SHALL BE LSED N FRONT O" HONUME\ T l'lALLS 1~ <( 11 bl \ EXISTl'<G MA1NLNE TO B:: REMOVED .A.ND REPL ACED DUE TC GRADIN6 O"'ERA TIONS. -- II \ CON5TRVCT/O",' 1,-i TH -L L/,1,,rE COMPANY (KINDE M AN-1 FOR !'/ORIS ADJAC,ENT O L LINE --\ ~----~~--~ ,, EXIST l'!G VALVE A4: TO BE~ \ \ UTILIZE:J, REFER TO J \ ; "ION-RESIDENTIAL SL.0°E MAINLINE 15 ,' \ \ PL.ANS, Dv--G •4 -1L. • FROM FAC_E ~ -OF CURB _.,.....---'--+-------~ r f I L~"'=~----~--\ HALL COO'<.D/NATE TH Fi!EL LINE ER l-10ReAN) FOR ; TO FUEL LINE \\ \ \ \ \ \\ \ CONTRACTOR TO PR~E __,,,- TEHPORA'<Y l'IATER TO EXISTII\G PLANTED AND -IRRIGA TE:D SL0°ES DURING CO\S-Rl,CTION ...----i <j) ~ -.,1/' EXISTING HA1N LINE TO \ \ I \ --, \ -----I '·•-J0-=:;9,...,,-,--'v I \ ' \ \ \ \ \ \ \ \ \ \ I ' .. \ \ ----- \ I \ \ \ \ o REMAIN REFER TO EL <S'_ CAMINO REAL RO.H PLANS, -~ DV'i<S •400-8R \ \\ J,'/A f'<N TING 50' HI PRESSU /NE TO REMA N PL _..,.,,., ~ IN ANO ADJAC WT TO -SAS .ENT SHALL BE PER _ IE NOrE5 IN 6ENERAL NOTE DEPRXo CJRB LOCATIO < \ \\ EX ISTING VA_VES A48, A4'l -----~-~--- AND A50 TO REMAIN, REFER TO NOI\-RES DE". TIAL S~OPE PLA".S, DhG #4 1-iL. EX IST l'lG tv<AIN ~INE TC ---- REMAI , REFER TO E- CA"'llNO REAL ROH PLANS, \ \ Df'<<S #400-8R CAUTION I I ! ! CONTRACTO~ SHALL C..00~1NA TE L-~- CONSTRl)C 1'"/0N HITH AJEL LINE COMPANY (K.'NDER MO~GAN) FOR i"IORK AD.JACENT TO FUEL LINE LANDSCAPE www.gmplandarch.com 9404 Genesee Avenue Suite 140 La Jolla California 92037-1353 ARCHITECTURE Tel 858 558 8977 & PLANNING Fax 858 558 9188 r :J -_, L.0.W \ \IOSC ~od " ~ ;; \ \ ' I / / I I I I I I I \ \ I \ l/ \ \ \ DRAWN APPROVED 1 st. SUB 2nd. SUB 3 rd. SUB 4th. SUB JOB NO. DATE SCALE SDG&E NOTES: --EX STING MAN L,'IE TO RE'1A \ REFER TO IS [XISTtNG IRRl6ATED -~ SLOPE TO REMAIN, REFER TO NON-RESIDENTIAL SLOPE PLANS, DHG #.ii l-1L. (TYP) San Diego Gas & Electric Company Reviewed By.: ______ Date __ _ Jeff Sykes Land Management Supervisor Valid for 18 months from date of signature NOTE, IRRIGATION HAINLINE AND APPURTENANCES LOCATIONS ARE D IAGRAHHATIC. ALL IRRIGATION EQUIPHENT SHALL BE INSTALLED WITHIN THE LIHIT OF WORK, 18" OFF ANY HARDSCAPE AND WITH PLANTING AREAS. ANY PARKWAY IHPROVEHENTS IN PUBLIC R IGHT-OF-WAY REQUI RES AN ENCROACHHENT PERHIT FROH THE CITY. NOTE, IRRIGATION EQUIPHENT SHOWN OUTSIDE OF HAINTENANCE RESPONSIBILITY AREAS FOR CLARITY ONLY. ALL EQUIPHENT SHALL BE INSTALLED WITHIN THE LIMIT OF WOR K LINES. VER IFY ALL LAYOUT IN FIELD WITH OWNER'S A UTHOR IZED REPRESENTATIVE. NOTE, ALL HEADS ARE TO BE AD-lUSTED TO PREVENT OVERSPRAY ONTO BU ILDINGS, WALLS, FENCES A ND HARDSCAPE. ALL AD-lUSTMENTS SHALL ASSURE GOOD SYSTEM COVERAGE AND D ISTRIBUTION EFFICIE CY WHILE KEEPING WATER WITHIN THE LANDSCAPED PLANTED AREAS. NOTE , CONTRACTOR SHALL AD-lUST ALL HEADS AS REQUI RED TO ACCOHHODATE ANY VERTICAL OBSTRUCTIONS THAT HAY OCCUR, INCLUDING BUT NOT LIMITED TO L IGHT POLES, F IRE HYDRANTS, FENCES, ETC. VER IFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COHMENCING WORK. NOTE, CONTRACTOR SHALL PROVIDE SLEEVING FOR ALL FUTURE PAVED AREAS INCLUDING FUTURE DRIVEWAYS, ROADWAYS, AS WELL AS ALL CURRENT PAVED AREAS, PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WOR K. NOTE, ALL RCV'S AND QCV'S SHALL BE INSTALLED OFFSET F ROM HAI LINE AND ISOLATED WITH A BALL VALVE. ALL RCV'S SHOWN WITHIN 15 FEET OF EACH OTHER SHALL BE INSTALLED ON A COMMON MANIFOLD. NOTE, CONTRACTOR SHALL DEHO ALL EXISTING IRRIGATION EQUIPMENT INS IDE OF THE LIHIT OF WORK L IN E EXCEPT HAINLINE AND VALVES BEFORE INSTALLING NEW IRRIGAT ION. NOTE, ------ YOU ARE DIGGING IN THE VICINITY OF AN UNDERGROUND HIGH PRESSURE GAS TRANSMISSION PIPELINE. SDG&E'S STANDBY PERSONNEL ARE AUTI-IORIZED TO STOP EXCAVATION IF THESE PRECAUTIONS ARE NOT STRICTLY ADHERED TO. CONTRACTOR SHALL ENSURE SYSTEH INTEGRITY AFTER COMPLETION OF WORK. ' - \ 1. SDG&E STANDBY PERSONNEL ARE REQUIRED WHEN DIGGING WITHIN THE GAS EASEMENT OR WITHIN 10 FEET OF THE GAS LINE WHEN IN FRANCHISE POSITION. UNDERGROUND SERVICE ALERT AT 1-800-227-2600 MUST BE CALLED 48 HOURS BEFORE BEGINNING ANY EXCAVATION. 2. WORK SHALL CONFORM TO THE CONDITIONS SET FORTH IN SDG&E'S PERMISSION TO GRADE LETTER, IF APPLICABLE. 3. THE EXCAVATOR SHALL CAREFULLY HAND DIG IF WITHIN 2-FEET OF THE GAS LINE. NO POWER-OPERATED EQUIPMENT SHALL BE ALLOWED WITHIN 2-FEET OF ANY PORTION OF THE GAS LINE. 4. IF CONTACT IS MADE WITH THE GAS LINE OR ITS COATING, SDG&E MUST BE NOTIFIED IMMEDIATELY AT 1-800-411-7343. 5. THE GAS EASEMENT SHALL BE STAKED WITH RIBBONED LATH AT 50' INCREMENTS AND THE STAKING SHALL BE MAINTAINED AT ALL TIMES DURING GRADING AND CONSTRUCTION OF THE PROJECT. 6. Any use of heavy equipment in the easement area will require coordination and approval of SDG&E's gas transmission field engineer. J,-iARNING EXISTING 50" HIGH PRESSURE ~-GAS LINE TO REMAIN IN PLACE M'f ~I< IN AND AO.J,',<,ENT TO i:5.AS EA5"1ENT 9-/ALL SE PEf:< 5061 E NOTES fN GENERAL i'<OrE"-S __ _ ,,----DIMENSION 15 TO BACK NOTE, POP UP HEADS SHALL BE USED IN R IGHT OF WAY AND WITH IN 10' OF ANY HARDSCAPE, TURF OR OTHER AREAS WHERE PEDESTRIAN TRAFFIC HAY OCCURE. NOTE, POP UP HEADS SHALL BE USED IN R IGHT OF WAY AND WITH IN 10' OF ANY HARDSGAPE, TURF OR OTHER AREAS WHERE PEDESTRIAN TRAFFIC HAY OCCURE AS WELL AS IN FRONT OF HONUHENT WALL. • NOTE, EXISTING IRRIGATION, REFER TO PALOHAR AIRPORT RD. R.O.W PLANS. NOTE, EXISTING IRRIGATION MAIN L INE. NOTE, EXISTING IRRIGATION VALVE. NOTE, EXISTING IRRIGATION AREAS ALONG EL CAHINO REAL AND PALOHAR A IRPORT ROAD WHERE DAHAGE HAY OCCUR SHALL BE REPLACED/REPAIRED TO PROVIDE M INIMUM 100% HEAD TO HEAD COVERAGE USING HATERIALS PER DRAWING 411-1L. NOTE, SEE DETAIL (L/SHEET 8 ) AND DETAIL (H /SHEET 10) FOR DEH REQUESTED DETAILS / OF CURB Cl TOP OF SLOPE NOTE, Ex1s-,N6 LANDSGAPE AREAS ALONG ::L CAM,NO REA-AI\D PALOMAR AIRPORT '<.OAD WHERE DAt-'A6E MAY OCCU'< SHALL BE REPLACED/REPAl'<ED TO PROVIDE LANDSGAPE M,N 1--'Utv' 100% HEAD TO -IEAD COVE'<.AGE US NG MATERIALS PER DRAH'I\G 4 11-iL \ JR MM 09-01 -06 11 -16-06 03-12-07 04-24--07 10-24--07 06-113 07-25-06 AS SHOWN CONTINUATION FER BRESS I RANCH NON-RESIDENTIAL SLOPE IRRIGATION AS-BUILT FLANS CITY Dl-'l6 <t411-1L ~----CONTRACTOR S-IALL LOCATE EXiST''iG STu3 AND CONNECT 'IEW IRRl6ATION '1AI\ LINE. EXISTl\6 VA~VES A10 AND A6'l TO REMA N, RE"'E'<-TO NON-RESIDENT IAL SLOPE PLANS, Dv--6 ~411-1L (TY0 ) "AS-BUil T" ~ o~,lf-1. DAE TITLE FfZ-1 JvC I PAL. Al 4· M,'2. RECEIVED BY: '~~ { Cr:--~\~it' ~-~I ,oGf INSPECTOR DATE :20 10 0 20 ---t,O --- .. TREES TO BE PLANTED A !MIN. OF 3' OUT OF R.O.H. APPROVED FOR PLANTIN6 AND IRRIGATION ONLY, INCLUDING PREGISE LOGATION OF PLANTING AREAS. 04-2.3-07 JR DEH REQUESTED DETAILS A 05-12-08 JR SDG&E NOTES &: SIGNATURE BLOCK ADDED 08-20-0 JR BUILDING PERMIT REl<SIONS INCLUDING DRAINAGE CITY OF CARLSBAD PLANNING DEPARTMENT IRRIGATION PLAN BRESSI RANCH CORPORA TE CENTER PR.OJEC T ENTRY STA TEHENT 1------+-+-----------+----+--+---l---l I APPROVED l:k--l ( <=r. E:-}LJt-~-ll--"\ I . PLANNI NG DATE . DATE lNlnAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 011-iER APPROVAL OWN BY: __ _ DATE INITIAL CHKD BY: __ _ CITY APPROVAL RVWD BY: PROJECT NO. G-T 02-15 I DRAWING NO. 446-I L -• 041309 I c· KEY HAP ,., ..... ,.c. .. ·· _ .. ~~- ... \ :,'..: =:::t;, 7 ,, ,, . " . . ' '. \ \ Q iJ) ()) @ ® @J dJ) e @ @ @ @ SYMElOL V fl F (ll 0 @ @ @) @ (j) ® @ @ © (4) @ @ ® @@ @@ @@ §® @)@ SYMBOL IHI • NO SYl-160L NO SYt-160L NOT SHOWN NOT SHOV-:N NOT SHOV-:N MA'IUFAGT. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD HUNTER HUNTER -tUNTER HUNTER clUNTER RAIN Bl'<D/ H,'ITER IRRIGATION MATERIAL LEGE1'.D MODEL NO. / DESCRIPTION GPM PREGIP PSI RADIUS e.oo-SAM-PRS-5 POP-UP .10, .15, .20 1.85 50 5 FT le>OO-SAM-F'RS-Ue> POP-UP .26, .B5, .S2, 1.05 l.e>B BO 8 FT e>oo-SAM-PRS-U•O POP-UP .Bq, .52, .1~. 1.51 1.8B Bo 10 FT le>OO-SAM-PRS-UI2 POP-UP hS, .e.1, 1.5, 2h 2.01 50 12 FT Ie.oo-SAM-PRS-Ul5 POP-UP _q5, •.2B, lb5, 3.10 l.e>3 BO 15 FT Ie.oo-SAM-PRS-I5EST/SST POP-UP hi, 1.21 1.q, 30 5xl5 FT 5x30 FT PGJ-,15/1.5/5.0 SHRUB Hl=AD .'15, 1.5, B.o hO 40 PGJ-I.0/2.0/4.0 SHRUB HEAD 1.0, 20, 4.0 E:>2 40 PGH-ADV/3E:>V-I.O/B.0/5.0 SHRUB HEAD Oh, 1.0, 1.e, .2B 40 PGH-ADV/BE:>V-2.0/4.0/e>.O SHRUB HEAD O.e., 1.4, B.1 .Bl 40 PGH-ADV/BE:>V-5.0/E:>.O/q.Q ROTOR Hl=AD 1.0, 2.4, 4.B .42 40 ALL SHRUB HEADS INSTALLED FARTrER THAN -EN (10) FEET FROM PAVING, CURBS, SIDErlALKS, S,EPS, TURF BOUNpARIES 0'< OTHER PEDESTRIAN AREAS MAY BE INSTALLED AS A HUNTER INST-00 OR RAIN BIRD ie>00-00 SHRUB ADAPTER rllTH TH: NOZZLE AS SHOrlN, POP-UPS SHALL BE USED IN RIGHT OF rlAY AND WHENEVER HITHIN IQ Of ANY HARDSGAPE, TURF OR OTf'ER AREA HHERE PEDESTRIAN TRAFFIC MAY OCCUR ,NSTALL ALL SHRUB HEADS ON 12" POP-UPS AND ALL TURF HEADS ON 6" POP-UPS. INSTALL ALL SHRUB f'EADS ON 12" POP-UPS AND ALL TURF HEADS ONE:>" POP-UPS. HHEN RAD•US OF SPRINKLER HEADS, REQU RED FOR PROPER COVERAGE, S LESS -HAN RADlvS SHOHN ON LE6E\ID, -HE CONTRACTOR SHALL EQUIP HEAD WITH A RAI\I BiRD "PCS" PRESSURE GOMPENSATIN6 SCREEN FOR FLOW AND RADIUS CONTROL. SELECT SCREEN ON PCS NOZZLE SCREEN SELECTION CHART, PROVIDED BY MA\IUFAC,T~RER, FOR APPROPRIATE RADIUS. HHEN INSTALLING SPRINKLER HEADS USING NOZZLES THAT REQUIRE AR<::, PATTERNS OTHER THAN TH: STANDARD AR<::, PATTERNS (BE:>0°, 180', 120', qo•, ETC.) THE CONTRACTOR SHALL USE VARIABLE AR<::, OR ADJUSTABLE NOZZLES. RADIUS OF ADJUSTABLE NOZZLES SELECTED TO MATCH SITE CONDITIONS. ALL SPRAY AND ROTOR rEADS I\ISTALLED ON RECYCLED t'IATER SYSTEl"S SHALL HAVE A FACTORY INS,-ALLED PURPLE REGLAll-1ED r'<A-ER GOVER NOTE, PREG PITATION RATES ARE IN INCHES PER HOUR (IN/-t) BASED ON TRIAN6~LAR SPAGIN6, 5096 DIAMETER OF "CHROv-1, COLLECTED IN ZERO W,ND GO'IDITIONS. IRRIGATI0:---.1 MATERIAL LEGEND (R.EGYGLED V'>lATER) le> FT 20 FT 2e, FT 55 FT Bf> FT t-1ANUF AG T. l-10DEL NO. I DESCRIPTION --- NIBGO RAIN BIRD AS APPROVED AS APPROVED AS APPROVED AS APPROVED SPEARS VALGON KBI KBI l-10DEL NUMBER T-5e>O-E:>E:> BR01'ZE BALL VALVE, LINES ZE, -HREADED -v-io-PIEGE BODY. VALVE BOX WITH PURPLE LID, HEAT BRAND LID ,,11-H ''BV" . PESB-PRS-D SER·ES PLASTIC PRESSURE RE6ULATING CONTROL VALVE, SIZE AS SHOHN, I1-<STALL ONE VALVE PER STD. REGT. VALVE BOX l'<ITH LOCKING PURPLE GOVER AND 'RGV' HEAT BRANDED ON COVER VALVES SHALL BE INSTALLED IN MANIFOLDS ISOLATED FROM TrE t-1AINLINE BY A BALL VALVE. SIZE BALL VALVE PER THl= LAR6EST RGV IN THE 1-'.ANIFOLD. F'VC, SOLVENT WELD LATERAL PIPE HITH SC.H.40 FITTINGS, ¾"-IV;," SCH. 40, 2"-2½," GLASS 200, DEPTH AS PER DETAIL. ON ALL RECYCLED r'<ATER SY57:t-15 U5E COLOR CODED PURPLE RECYCLED rlATER PIPE. F'VG PIPE t-1AINLINES, DEPTH A5 PER DETAIL, i>'o" & Sl-1ALLER 5HALL BE SOLVENT HELD SGH.40 HITH SGH.40 SOLVENT WELD FITTIN6S, 2"-5" SHALL ElE 50LVENT HELD CL. 315 H1TH SCH.80 50LVENT WELD FITTING5, 211,"-5" FITTING5 5HALL BE "CHRUST BLOCKED, 4" AND LARGER SHALL BE CL. 200 6ASKET ~OINT i'<ITH LEEl-1C.O DUCTILE IRO'I FITTIN65 AND JOINT RESTRAINT. ON ALL RECYCLED rlATER SY5TEl-15 U5E COLOR C.ODED PURPLE RECYCLED rlATER PIPE. PURPLE RECYCLED v<ATER F'VG P,PE AS SLEEVING, Tr'<IGE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSGAFE, ETC., A'ID AS DIRECTED BY OHt,SR'S AUTHORIZED REPRESENTATIVE. EXTE'ID ALL SLEEVES 12" t-1INll-'Ut-1 FAST -IARDSGAPE EDGES, MARK HARDSCAPE CURBS J,',IITH '15' IN 2" HIGH LETTERS FOR LOGATION(S.) Ex-END ALL PIPE le>" PA5T SLEEVE PRIOR TO A\IY FITTINGS. SLEEVES UNDER ROADS, b" OR LESS IN !:lIAt-1ETER -56" GOVER GREATER TrlAN E:>" iN DIAl-1ETER -48" GOVER SCHEDULE e,o F'VC. SLEEVES UNDER FAVIN6 ('ION-ROADS), LESS THAN 3" IN DIAl-1ETER -le>" GOVER B" -5 1/2" 1\1 DIAMETER -24" GOVER E:>" OR oREATER ,N DIAMETER -BE:>" GOVER 5C-rEDULE 40 PVC IRRIGATION GONT;;?.OL HIRE SHALL BE #l4Uf AJ,',IG DIRECT BcRIAL (UL APPROVED), COLOR GODE HIRE PER CONTROLLER, A MINIMUl-1 OF THREE SEPARATE SPARE PILOT HIRES TO THf; END OF EACH t-1AINLINE. ROUTE 5FARE HIRES INTO EACH VALVE MANIFOLD LOCATION, BUNDLE AND TAPE ALL t'll;;?.E AND INSTALL ADJACENT TO MAINL,NE, LEAVE SPARE HIRE ENDS IN THE LAST VALVE t-1ANIFOLD BOX ON Tf'E MAINLI1'E. ,RRIGATION GOl-11-10N HIRE SHALL BE #I2~F AHG DIRECT BURIAL (UL. APPROVED). DS-500 PRE-FILLED HIRE CONNECTORS, USE ON ALL WIRE CONNECTIONS ,N VALVE OR PULL BOXE5 ONLY 5000 5ERIES ADV, USED ON ALL SPRINKLER5 Hl7H i..OJ,',I HEAD DRAl1',.A6E UNGONT'<.OLLABLE BY FACTORY INTEGRAL SPRINKLER HEAD GrlEGK VALVE. SPRl'IG TYPE C,Hl=GK VALVE, LINE SIZE BY LATERAL LINE, l"STALL DOHNSTREAM OF EACH RGV t'IHEN RGV IS HIGHER THAN THE SPRINKLER rlEADS. SWING TYPE CHECK VALVE, LINE SIZE BY LATERAL LINE, INSTALL DQHNSTREAM OF EAC.H RGV WHEN RGV 15 LOWER T clAN THE SPRINKLER -!EADS. DETAIi A A A A A A A A A A A DETAIL D E F F f,G1H H N/A N/A NIA TREES TO BE PLANTED A MIN. Of 3' OUT Of RO.~. EX'STl'IG VALVES, REFER TO NON RES•DENTIAl, SLOPE PLAt,!S ~-<::,Q'ITROLLER /STATION" -GPM VALVE SIZE APPROVED FOR PLANTING AND IRRIGA Ti ON ONLY, INC.LUDING PREC.ISE LOC.ATI0N OF PLANTING AREA5. CITY OF CARLSBi\D PLANNING DEPARCMENT DRAWN JR r-----------,,"", A_S ___ B_U-IL-T'"'",-----------,,-o,---2-3 ___ 0..,7--J,--,-o-E_H_,_E_a_u_,s_T_E_o_o._c_TA-,-,s-&_R_E_v_1s-,o-N-cL_o_u_□--,~.,.--,----,----,---,----t 1-sl6TJ www.gmplandarch.com \\PSCAp APPROVED /RR/GA TION LEGEND '-!M "'oody 9404 Genesee Avenue ..., iW; ,;, .... '-' "' "' Suite 140 La Jolla "' (') .... ....... LANDSCAPE California 92037-1353 ARCHITEC"fURE Tel 858 558 8977 & PLANNING Fax 858 558 9188 1 ~t. SUB OQ-01-06 2nd. SUB 11-10-06 3rd. SUB 03-12-07 4-th. SUB 04-24.-07 MYL~R SUB 10-24-07 JOR NO. D6-11 :cl DATE 07-25-06 SCAI,F. AS SHOWN DATE BRESSI RANC:.H C:.ORPORA TE C:.ENTER PROJEC:. T ENTRY STA TEHENT TITLE: RECEIVED BY: I _'.'..'.'.:'.::.::======~;;;;;:::;;;:::;;:;:;==========--J~-=-=-=-=-=]~-=-=-=-=J~-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=~~=--+----+----+---1 r 1----+----+-------------------+----+----+---+-----1IAPPRovlD _ --t-----1 ~P;:L:::A=N:::N:::IN::G::::::==:::;--;::::=====:::::===:::;-;:::D::A::T::E==~ l---+-----+-----------------+----+---+---+------1 OWN BY: L PROJECT NO. J DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:___ C:,T Q2 15 446-IL ENGINEER OF WORK REVIS·ON DESCRIPTION OTHER APPROVAL CITY APPROVAL RV_W_D_BY_: _ . -INSl'ECTOR DATE I ~ I ROTOFI. HEAP, 5EE LEGEND FOFI. SPECIFIG,ATIOH --~ ,--------IH&TAU. Sf'FI.INl<l.fR l£ilO fU'SH liTH FINI5H SAADE IN TIN AAV6 HO'Tc, 1-----SPFI.AT' HEAP, SEE LE6END FOR SPECIFICATION SGH 40 PvG ~ 11:E FlmNS LA11aRAI.. • Sf'FI.INl<l.fR INLET SIZE ~1~il~~~~ONS INSTALL SPRINKLER HfADS 6' ~ PAVING EDISE! IN~ COVER. ARf.66. INSTALL SPRINKLER HfADS 4' ~ PAVINS ED6E! IN TiJRF AFI.EA5. INST ALL SPRINKLER HEAPS PLIJHB. AD.J!&T SPFI.AYS OF!. NOZZl...e S~ TO COVER IJo.NDSGAPE ~ 1-jl™"IJT ~T' ONTO PAVINS, fENC,ES, 1-'W.LS OF!. BUILDINSS. DO NOT USE SIDe 11-l.ET ON HEADS Hl'TH IN'Tt:6AAL CHECIC: VALVE. ALL THREADED CONNfG.TIONS TO HAVE T6"1...0N TAPE OF!. PAS'Tt:. ® :~~=~~ SPRINKLER FINISH eAADE IN TURF AREAS n PI..ASTIG Fl.l:CTANa!A.AFI. VALVE: BOX Hl'TH SOLT DOHN COVER, LISE STAINLESS SOLT, NUT, AND HASHER. flOX TO Be Pl.AGED AT FI.IISHT ANGLE TO HAFI.DSGAPE EDISE!. HEAT 6FI.AND 'l'ICV' AND CON-n.ot.. STATION I ONTO LID. i'JF="!r===,,. ~===--FINISH 6AADe ill IHSHRUSAAEAS itt--24' 1-j!Rf LOOP H-'""'1\---VALV!: ID TM ~,..jj--.._, -,\-\\----SCH. t>O PVG TI-IFI.EADED EtL OF!. 11:1: '-----f'e::i---11,----CONTROL VALVE, SEE LEGEND FOFI. SPfG.S ck--~~ ~~~(TYP). --(4) BRIGIC: !>.JPPOFI.TS SCH. !JO UNIION----__J J---IAAl5ATION MAiit.iN!: OF!. MANIFOLD SUEI-MAIN ~-----3/4' FI.OGIC: 5FI.AVEL 2 CUBlc; FEET ~------I.ANDSGAPE FAeRlc; NOTE, ALL 11-IFI.EADED CONNEC.TION!!i TO HAVE TEFLON TAPe OF!. PASTI;. IF MAllt..lNE OFI. MANIFOLD SUEI-MAIN IS AT VALVE DEP'TH, TEE INTO VALVE Hl'TH SCHM NIPPLE, U:Ne;"!H M FI.EG!IJI~. @~:_~~~E C.ONTROL VALVE (j) 6' ROUND PI..ASTIG VALVE BOX, 'T' TYPE LOGl<INa LID ~ FINISHGFI.ADE CHl:GK VAL VE 0 INTEGRAL UNIONS @ 3' Cl.EAFI.ANGE 61:LOH VALVE @ TOP OF oox½• A60VE FINISH 5AADe IN 1\/RF, 2' Al'lOV1: I 6 FINISH eAADE IN BEDS ~ I CU. FT. PEA isAAva. l>RIGK 61...0GKING (2 FI.EGIJ :,, ,ll," 0 DEPTH-SEE Sf'EGIFICATIOHS 12' MIN. ------ ~~lllffillllll :!!$!W'-11 1= 1ill111mmm HO'Tc, --------5HRUEI ADN'Tl:R SPFI.AY, 5EE I..E:6fND FOF1. SPECIFICATION --------SCH l!10 PVC NIF'PI.I:, '1W:) REGUIRED U:Ne;"!H AS REGUIFI.ED --------SPII.ING TT'P1! ANTI-DAAIN VALVE ],.;;;;,;.;~~ '-----FINISH!=D eAADE ~--11<.IPLE SWIN<S JOINT ASSEHBLT' ~--SCH 40 PVC 5'<SxT TEE FITTINS l.,\'IERAL ~ SPRINKLER INLfT SIZE INSTALL SP!'I.INIC:LER HEAPS 12' ~ FENCES K',I.L5 OF!. BUILDINSS. DO NOT INSTALL SP!'I.INKLER HEAP Hl'THIN 10 FT OF PAVING, C!JR5S OF!. TiJRF EDGES. INSTALL SPRINKLER HEADS PI..IJHB. AD.JJ&T SPFI.AT' TO COVER l.,\NDSCAPE Af<EA 1-j!THOIJT OVJ;RSf'RAT' ONTO PAVING, FENCES, 1-'W.LS OFI. BUILDINes. ALL ~ CONNl=CTloNS TO HAVE; 'Tt:FLON TAPE OF!. PAS1E. ® ~~~~~ HEAD ON RISER GLEAN COMPACTED-------~ eAGJC:FILL (:2,) DETECTABLE HAANINa TAPES NOTI;, •BAGl<:FILL SHOULD 19E PL.AGED IH 6' l.,\YEFI.S ANDTAMFED UNDIS~ ~IL ;~~ :;,~~~~;-~:I .. ~~ ~~;INES, ------:H-l=Ht:11l;i!)-l\' i~~;~)~!:; HAINLINE AND CON~ HIRES, PEFI.SPEGS DIMENSION 1/2' TO 2-1/2' IN SIZE :5" IN SIZE 4' AND l.,\Fl.5EFI. A I&' 24' ,o• e C. 12' 6' X 6" X 6' FINISH GR.A.DE D 6' 6' 6' DETECTAel..!: HAFI.NINa TAPE SHALL 6E Pl'tOVIDED FOFI. ALL PFI.E5SUFI.E MAINLINES. STANDARD 5MIL 'THICIC:NE&S, 3" HID'TH Hl'TH ALIA"1IHUM GORE. PEFI.MANENTI. T' PRINTED AND A.P .!'IA UNIFORM GOLOF1. CODE. PIPE INSTALLATION, REC.YC.LED F l----------'--------------5CALE, N.T.S. TOP OF SLOP!: TOE OF' SLOPE NO~, '---LATERAL LINE(TYP) ~ SWINa GHECK VALVE / /Fl.EMOTE CONTROL VALVE V MAINLINE---------- LATERAL LINE(TY'P)==/° HHEH HEADS Afl1; A60VE ~v. USE SHINS GHECIC: VALVES "CV" r'iiEFI.E l.,\'IERALS GONNl=CT TO ~v. INSTALL IN SEI EAA1E 6' VALVE OOX. ALL THREADED GONNl=CTIONS TO HAVE 'Tt:FLOH TAPE OF!. PAS1E. Q) :~:'N.;; T TOE OF SLOPE 12' MIN. NO'Tt:, ~ ~~-------~ SPRINKLER HEAD, 5EE "'' I..E:6fND FOFI. SPECIFICATION ~~--------SECURI:: FI.IScFI. TO STAIQ: Hl'TH STAINI.ES5 STEEL 'l'UNCH-LOIC:' CI.AHP, 'TWO fij:GUIFI.ED ________ ~ FI.ISEFI. ASSEHBLT', SEE """'_,. L.e5END FOFI. SPEGIFICATION rJ+-+--------FI.EeAFI. STAJC:e, 114 X '6' L.6-la'TH ALL THREADED CONNEC.TloNS TO HAVE; 'Tt:FLON TAPE OFI. PAS1E. INSTALL SPRINKLER HEADS PLIJHB. ADJ.IST SPFI.AY TO COVER LANDSCAPI! Af'EA Hl'THOJT OV!;FI.SPFI.AT' ONTO PAVINS, 19:NC,13, K'ILl-!!i OF!. BUILDINS!!i. ON Fl.l:CT'CLED HATER SYSTI;MS USE ' FI.ISEFI. MAFI.IC:EFI.'. © ~~:~~ HEAD ON RISER PAVINa --------i • • TimIII= TI ill -cW'-1 G -II l.,\'IERAL LINE SLEEVE, • PER SF1:Gs ------eeie~ CONTROL 1-j!RE 51.EEVE, PEFI. SPECS -------±H,,,l:tiffilf • • 4 • • • • • 4 (:2,) DETECTABLE HAANIN<S TAPES • =~~------t[Il;;;!iffl!:IIIH;;;!:1_.,_. .. \,0:'<?::C•C-',-~----- ~IIIIII~~~~~ - ~WI I /ill, 11 'TTJ'-L'm'.1.\77 . EXTEND ALL SLEEVES 12' MINIMUM PAST HAFI.OOGAPE ED5eS NOTI;, 51..EEVES TO l9E 'TWIGE M DIAMETER OF M PIPE OF!. WIRE BUNDLE CARRIED. DETECTABLE HAANING TAPE SHALL l9E Pl'tOVIDED FOFI. ALL l'FI.ESSURf MAINLINES. STANDARD 5MIL 'THICIC:NESS, 3' i,,jJD"!H Hl'TH ALUMINUM GORE. PERMANENTI. Y PFI.INn:D AND AP .!'IA UNIFORM COL.OF!. CODE. DIMEN510N-PEDESTIFI.IAH sc:.H. 40 LESS THAN :5" 3' TO !!i 1/.2' SIZE 6' AND UP DIMENSION-VEHICLE SGH. tJ0 .2' TO 6" SIZE 6' AND UP A B 1,e.11 I&' .24' ;2411 56" 56" A 6 56" 56" 4&' 4&' G SLEEVE INSTALLATION, REC.YC.L.ED SCALE, N.T.S. TOE OF SLOPE---~ NOTES. ----------SPFI..ING CHl:GK VAL Ye ,,,,,,,.--LATERAL LINE c'TYP) '--..____MAINLINE i'IHEFI.E HEADS ARE 6ELOH ~V IJ5E SFRING GHECIC: VALVES AT l.,\'IERALS. ALL n;READED CONNl=CTIONS TO HAVE 'Tt:FLON TAPE OF!. PAS1E. ® ~~:'N.;; T TOP OF SLOPE C D 1e,11 6' 2411 6' ,,II 6' C D 56" 6' 4&' 6' ~--FINISH GRADE IN TiJRF AFI.EA5 ~-PLASTIC Fl.l:CTANeuv.FI. VALVE; BOX Hl'TH SOLT DOHN COVER, USE STAINLESS OOLT, NUT, AND HASHER. BOX TO l9E PLACED AT Fl.I151-iT AN5LE TO HARDSCAPE ED6e. HEAT 6FI.AND "EN' ONTO LID. PVC BALL VALVE, 5EE LEGEND FOFI. SPECIFICATION ~FINISH 5FI.ADE IN SHRU6 ARf.66 --HAINLINE, DEP1H A!!i PER SPECS. ~2~" ~M~IN~. ~__jj~::::i;:::=:_ __ DUAL UNION GONNl=CTIONS A!!i P AAT OF BALL VAL VE, THFI.EAOED • IF SPECIFIED IH LEaEND 0 0 c::..:..::::e...::....::::::.;•='-"-'c::..;.,'•"-'' '-",,"'= :!!it----( 4) 6FI.ICIC: $LIPPOFI.TS '----:5/4" ROC!C, 2 cua1G FT. ~-----1.,\NDSGAPE FABFI.IG N01E, OOX TO 19E INST Al.LED TO ALLOl'I FOFI. PFI.OPEFI. 0PEAA TION OF BALL VALVl: HANDLE. INSTALL AT Fl.1151-iT ANCSLE TO HAFI.OOGAPE EDae. INSTALL VALVE BOX EXTENSIONS A!!i FI.EGIUIFI.ED TO AGHIE'v?: PROPER VALVE INSTALl.,\TION AT MAllt..lNE DEP"!H. ALL THFl.fADfD GONNl=CTIONS SHALL HAVE 'Tt:FLOH TAPE OF!. PMTE. ~----LOH VOLTAaf HIRES, 3 MAXIMUM OUTER GASE OF CONNEG TOFI. STIFI.IP AND THIST Hl~S FOR ~PER CONNECTION i,,jlRf NUT NOTe, INSPECT, TEST, AND VEFI.IFT' PROPER SYSreM GONNl=CTION 8EFOFI.E INSl:FI.TION INTO SEALANT GAFI.TFI.IDISE!. DO NOT FI.E5USE SEALANT GAATFI.IDl5eS. S~T SUFI.FAGE--------,1 POTABLE MAINLINE"----~ (5EE IMPFI.OVEMENT DFl.,6J,,!INGS) NOn:, 12' MINIHJ!,1 FI.EGIUIRED ~TIGAL SEPAFI.ATION Fl.l:CYvl.ED HA1EFI. IAAl5ATION MAINLINE--1-1 ALL FI.EGT'C.I.ED HATER IFI.FI.J5ATION PIPINS AND SLEEVES SHALL Be PURPLE AND LA6ELED A!!i SPEGIFIED. :5S FEET IFI.FI.IISATION SLEEVE © ~~;~. SERVIC.E LINE CROSSING DRAWN JR -------... --------------~1-TRE=-=ES-.;..T_:0~6E~PL-=-AN.:.::TT::.D::..::....A.L...::.A=P=PRO=VED:....::::::FO=R=P=LA-=N;.T:.:.IN6~A..:.:ND~IRR..:....:.15..::.A:.;.:Tl.:..::ON:....:....:ONL_;:...'(,=--I ~I S=H}EE=T::....:I =C=I=T=Y=O=F=C=A=R=LS=B=A=D:::::::..:1=~==;1 MIN. OF 3' OUT OF R.O.W. INC.LUDIN\5 PREC.ISE LOC.ATION OF PLANTIN6 AREAS. ,.... PLANNING DEPARTMENT "AS-BUILT" 04-23-0 JR DEH REQUESTED DETAILS & RE~SION CLOUD :oi www.gmplandarch.com 1'0SCAp ~ody 9404 Genesee Avenue :i " ' ... Suite 140 La Jolla I ., ~ .... LANDSCAPE California 92037-1353 ARCHITECTURE Tel 858 558 8977 & PLANNING Fax 858 558 9188 APPROVED MM 1st. SUB oe-01-oe 2nd. SUB 11-11:5-08 3rd. SUB 03-12-07 TITI..E, 4th, SUB 04--24--07 RECEIVED BY: 10-24.-0? JOB ND. 06-113 DATE 07-25-06 SCALE AS SHOWN INSPECTOR DATE DATE IRRl6A TION OETAILS BRESSI RANCH CORPORA TE CENTER PROJECT ENTRY STATEMENT 1-----11----+------------------t-----t----t---;-----1 I-A-PP_R_O.,,.VE--,D ___________ -=-c-,=--- 1-----lf--+------------------t---;---i------r----i :::;f.';:;:L:;::A;::NN~l:::;:NG::::::==:;-;:::=======::::;;:::::D:::::A::::TE::::::=~ DWN BY: ---PROJECT NO. DRAWING NO. CHKD BY:__ C.T 02-IS 44b-lL RVWD BY: DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL 01HER APPROVAL Cl"IY APPROVAL II IRRIGATION SPECIFICATIONS SEGTION 02e,I1 LANDSGAPE IRRl6ATION PART I -6ENERAL 1.01 5IM-1ARY A. IT 15 THE INTENT OF THE SPEGIFlc:.ATIONS AND DAAl-lll-155 ntAT THE FIN15HED S'l'SreM 15 GOMPLETE IN EVERY ~T AND SHALL 6E f'ij;AD'f FOR OPERATION 5ATl5FAc:.TORY' TO THE OHNER 6. THE l-t:1RK SHALL INa.UD!: ALL MATERIALS, LABOR, SlaRVlc.ES, TAAN5PORTATION, AND EGUIPMENT NEC,E5,SAA.'( TO PERFORM THE HORI< AS INDIGATED ON THE ~l-155, IN ™=5E SPEGIFIGATION, AND AS NEC;ESSARY' TO Wl-f'LETE: TrlE GONTRAc:.T. 1.02 CONSTRIJC,TION DRAi'lll-155 A DUE TO TrlE 5"ALc OF THE DAAl-llNeS, IT 15 NOT POSSIBLE TO INDIGATE ALL OFfSETS, FITTIN55, 51.EEVES, ETC:.. Hlilc:.H MAY 6E REGUIRED. THE CONTAAc:.TOR SHALL c.AA6'\.UY' INVE5Tl6ATE THE STRLJc;.TUAAL AND FINl5HED CONDITIONS AFFEG,TING ALL OF HIS HORI< AND PLAN HIS l"10RK ;l.(;(;ORDINeLY', FURNISHING 5UC,H FITTIN55, ETC:.. AS MA'( 6E REQUIRED TO JET 91.i(;H CONDITIONS. DAAl-lll-155 AAE ~Y' DIA6AAMMATIG AND INDlc:.ATIYE OF THE HORI< TO 6E INSTALLED. TrlE HORJ< SHALL 6E INSTALLED IN 5IJC,H A MANNER AS TO AVOID CONFI.IGTS flETl'eN IRRl6ATION 5'1'5reMS, F'LANTING, AND ARG,r!ITECTUAAL FEATURES. 6. ALL HORI< c:.ALLED FOR ON TrlE DAAl-llN65 6'1' NOTES OR DETAILS 5flAlJ. 6E FURNISHED AND INST Al.LED lff:THER OR NOT SPEGIFICALLY' MENTIONEO IN THE SPEGIFICATIONS. mN AH ITEM 15 SHOJ.-lH OH THE F'LANS ElUT NOT 5HOJ.-lH OH TI£ SPEGIFIGATIONS OR VIC,E VERSA, IT SHAL.L 6E DEEHED TO 6E AS SHOJ.-lH ON 601H. THE LANDSCAPE ARc:.HITECT SHALL HAVE FINAL AUTI-lORIT'I' FOR GLAAIFIGATIOH. C,. THE GONTAAc:.TOR SHALL NOT l"ilLLRJU.'f INSTALL THE IRRl6ATION SYSTEM AS SHOl"iN ON THE DAAl"ill-165 l"iHEH IT 15 OBVIOUS IN 11£ Fla.D THAT 06STRUGTION5, GRADE DIFFERENC-ES OR Dl5GREPANGIES IN AAEA DIMENSIONS l;XIST THAT M16HT NOT HAVE flEEH CONSIDERED IN EN61NEERING. 5UC,H OBSTRUGTIONS OR DIFFERENGES 5HOl.l..D 6E BROl.l6HT TO THE ATTENrlON OF THE LANDSGAPE ARc:.HITECT AS SOON AS DETECTED. IN THE EVENT THIS NOTIFlc:.ATIOH 15 NOT PERFORMED, TI£ IRRl6ATION CONTAAC,TOR SHALL A55IME FULL RE5PONSl61Lll'I' FOR ANY REVISION NEGE55AR'f. 1.03 GUALIT'I' ~ A. Pf<OVIDE AT I.EAST ONE ENBLISH 5PEAKING PERSON l"1HO 5flAlJ. 6E PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE HO~ AND l"1HO SHALL 6E THOROUGHLY' FAMILIAR l"ilTH 11£ TYPE OF MATERIALS BEING INSTAU.£0 AND 11£ MANll'Ac:.T\JRERS RECOMMENDED MET1-10D5 OF INSTALLATION AND l"1HO SHALL DIREGT ALL l"10RIC: PERFORMED IJIC)ER THIS SEGTION. 6. MAMAGn/RERS DIREGTIONS AND DETAILED DAAl"ill-leS SHALL 6E FOL.LOI-ED IN ALL GASES WHERE THE MAMAGT\JRER OF AA.rlCLES USED IN THIS GONTAAc:.T FURNISH DIREGTIONS COVERING POINTS NOT SHOl"iN IN THE DAAl"ilN65 AND SPl:CIFIGATIONS. G. ALL LOGAL, MUNIGIPAL AND STATE L.Al"iS, FWLE5 AND RE6l.LATIONS 00\IERNING OR RELATIN5 TO ANY PORTION OF THIS l"10RK AflE. I IERC:6{ INGORFORATED INTO AND MADE A PAA.T OF nE5E SPECIFICATIONS, AND THEIR Pf<OVISIONS SHALL BE GAA.RIED OUT 6'I' THE GON'JRAGTOR. ANYTHING CONTAINED IN TrlESE SPEGIFIGArlONS SHALL NOT 6E CONSTRLJED TO CONFLIGT l"ilTH ANY OF THE AfJ<NE Rl.t.E5 AND REOO.ATIONS OF 11£ SAME. HOi'lE',IER, l"1tt:N nee SPECIFIGATIONS AND DRAI-IINGS GALL FOR OR DE5GRl6E MATERIALS, ~IP, OR GONSTRUGTION OF A BEi IER ulJAl.17'!', Hl6HER STANDARD, OR LARGE1t SIZE THAN 15 REGUIRED 6Y THE AfJ<NE PJJLE5 AND REOO.ATIONS, THE Pf<OVl510NS OF MSE SPECIFIGATION5 AND DR.Al"ilNSS 5HALL TAKE f'REGEDENGe. D. ALL MATERIALS 9UPPI.IED FOR THIS PROJECT SHALL BE NEl"1 AND Fm FROM ANY DS"ECTS. ALL DS"ECTIVE MA'IERIALS SHALL 6E REPLAC,ED IMMEDIATELY' AT NO ADDITIONAL G05T TO O!'KR. E. THI! GONTAAc:.TOR SHALL 5EGURf THE REGUIRED LIGEN5e5 AND PERMITS INGUJDING PAYMENTS OF GHAA5E5 AND FEES, 5IVE REQUIRED NOTIGES TO PVBL.lc:. AIJTHORJTIES, VERFY PERMITS SEClA<:ED OR AA.AANSEMEN~ MADE 6Y OTHERS AFfEC.TING THE HORI< OF THIS SEGTION. 1.04 5U6MITTAL5 A MATERIALS LIST, I. AFTER Al"1AAD OF GONTRAGT AND ~ ANY IRRl6ATION SYSTEM MATERIALS AAE DB.IVEREO TO THE .t,13 Sile. SUBHIT TO THE Ol"iNER A GOMPLETE: LIST OF ALL IRR.16ATION S'l'SreMS, MATERIALS, OR PROGES5E5 PROP05ED TO E,E FURNISHED AND INST Al.LED AS PART OF THIS GON'JRAG T. 2. SHOl"i MANUFAGT\JRERS NAME AND GATAL.00 l'LIMBER FOR EAc:.H ITEM, FURNISH GOMPLETE GATAL.00 GVT5 AND TEGHNIGAL DATA, R.IRNISH THE MANIJFAC,n/RERS REGOMMENDATIONS AS TO TrlE METHOD OF INSTALLATION. 3. NO e.J65TITl.lTION5 l"ilLL 6E ALL01'1ED HITHOI./T PRIOR l"iRITTEN AGc-EPTANGE 6'1" THE LAND5GAPE ARCHITECT OR Ol"iNER'S AUTHORIZED REPRE5ENTATIVE. 4. MANIJFAG~S l'W<AANTIES 5HALL NOT RELIEVE THE CON1RAGTOR OF HIS LIABILITY UNDER THE 51.iAA.ANTre. 5IJC,H l"iAAAANTIES SHALL OHL Y 5UPPLEMENT THE 51.iAA.ANTE:E. 6. e.J65TITl.lTION5, If' THE IRRll$ATIOH CONTAAc:.TOR WISHES TO !!I.JBSTITIJTE ANY EGUIPMENT OR MATERIALS FOR TH05I: EGUIPMENT OR MATE:FI.IALS LISTED ON THE IRRl6ATION DAAl"ilNGS AND SPECIFICATIONS HE MAY DO 50 6'1' PROVIDING THE FOLLOl"ilNG IN~ATION TO THE LANDSGAPE ARCHITECT OR Ol"iNER'S AUTI-lORIZED REPRESENTATIVE AND Gll'I' INSPECTOR FOR APPf<OVAL. I. Pf<OVIDE A WRITTEN STATEMENT INDICATING THE REASON FOR MAKING THE !!l.!BSTITl.lTION. 2. Pf<OVIDE GATALOG GUT ,;,11a;s, TECHNIGAL DATA, AND PERFORMANGE INFORMATION FOR EAGH !!I.JBSTITIJTE lreM. 3. Pf<OVIDE IN l"iRITING THI! DIFFERENCE IN INSTALLED PRIGE IF THI! ITE:M 15 AGGEP1'1:D. 1.05 l;XISTING CONDITIONS A. THE GOH'JRAGTOR SHALL VERIFY AND 6E FAMILIAA. l"ilTH THE LOc:.ATIONS, 51ZE AND DETAIL OF POINTS OF CONNECTION PROVIDED AS THE 50URGE OF l"iA~ ELECTRICAL 5UPPLY', AND ANY 11:J.EPHONE LINE CONNEGTION TO THE IRRl1$ATION 5'1'STE:M. B. IRR.li$ATION DE516N 15 6ASED ON THE AVAILABLE STATIC, l"iATER PRE5SI.IRE SHOJ.-lH OH THE DAAl"11NG5. CONTAAc:.TOR 5flAlJ. VERFY STATIC, l"iATER OH THE PROJECT PRIOR TO THE START OF CONSTRUGrlON. 5HOl.l..D A Dl5GREPANGY' l;XIST, NOTIFY THE LANDSGAPE ARc:.HITECT AND Ol"iNERS AUTHORIZED RfPRESENTATIVE PRIOR TO 6Ei$INNIN5 c.ONSTRUGTIOH. G. PRIOR TO GUTTIN9 INTO THE SOIL, THE GON1RAGTOR SHALL LOGATE ALL CABLES, GONDUITS, 5B'>IER 5fPTIG TANK5, AND OTHER UTILITIES AS AAE GOMMOJ,l.Y' ENGOUNTERED IJHDER6ROUND AND HE SHALL TAKE PROPER PRECAUTIONS NOT TO DAMA5E OR DISTURB 5UC,H I~. IF A COHFLIGT l;XISTS 6ETl'£EN THE 5UC,H OBSTAGLES AND THE PROPOSED~ THE GONTAAc:.TOR SHALL PROMPTLY' NOTIFY THE LANDSGAPE ARc:.HITECT AND Ol"iNER l"1HO l"ilLL ARRANGE FOR RELOCATIONS. THE GON1RAGTOR l"ilLL PROC,EED IN THE SAME MANNER IF A i.oc.K LAYER OR ANY OTHER 5UC,H CONDITIONS AAE EHGOUNTERED. ~!JIIII -re ll1c;..1, www.gmplandarch.com LANDSCAPE ARCHl"rECTURE & PLANNING 9404 Genesee Avenue Suite 140 La Jolla California 92037-1353 Tel 858 558 8977 Fax 858 558 9188 D. THE GONTAAGTOR SHALL PROTECT ALL l;Xl5TIN5 UTILITIES AND FEATURES TO REMAIN ON AND AD.,JAC,ENT TO THE PROJECT SITE DURIN5 CONSTRUGTION. GON1RAGTOR SHALL REPAIR, AT HIS OHN GOST, ALL DAMA5E RE5LILTING FROM HIS OPERATION5 OR NE1$1..IGENGE. E. THE IRR16ATION CON'TRAGTOR SHALL COORDINATE l"ilTH THE 5ENEAAL GON'JRAGTOR FOR INSTALLATION OF REGIJIRED SLEEVIN5 AS SHOl'N ON THE PLANS. 1.06 INSPECTIONS A. THE CONTAAc:.TOR 5HALL Pl;RMIT TrlE LANDSCAPE ARCHITECT, Ol"iNER'S AUTHORIZED REPRE5ENTATIVE AND GIT'I' INSPEGTOR TO VISIT AND INSPECT AT ALL TIMES ANY PART OF THE H::lRK AND SHALL Pf<OVIDE 5AFE AC,C,ESS FOR 5UC,H VISITS. 6. l"H::RE THE SPEGIFIGArlON5 REGUIRf l"10RI< TO 6E TESTED BY THE CON'Tl<ACTOR, IT SHALL NOT 6E COVERED OVER UNTIL 1-a-EP ll=D 6Y THE LANDSGAPE ~ITECT, Ol"iNERS AUTHORIZED REPRE5ENTATIVE. AND/OR OOVERNIN5 A5ENGIE5. THE GONTAAGTOR SHALL 6E 50!.a.'I' !=1.ESPONSIBLE FOR NOTIFYIN5 TrlE LAND5GAPE ARCHITECT, 0~ AND OOVERHING A5ENGIES, A MINIMIA'I OF -4tl HOURS IN KNANC,E, ;-teE AND HHEN THE~ 15 RfAf)'( FOR TESTING. 5HOIA.D ANY v.oRK BE WVERED l"ilTHOUT TE5TIN5 OR AGGEPTANC,E, IT SHALL BE, IF 50 ORDERED, IMCOVERED AT THE GONTAAc:.TORS E.XPeNSE. C. INSPEGTIONS l"ilLL 6E REGI.IIRED FOR THE FOU.Ol"ilNE. AT A MINIM.IM, I. 5'1'5TE:M LAYOUT 2. PRE55URE TEST OF IRRll$ATION MAIN LINE (FOUR HOURS AT 125 PSI OR 120i6 OF STATIC:. l"iATER PRE591JRE, l"iHIGH EVER IS 5RE:AlEF1,I APPROVAL REGUIRED 6'1' GITY INSPEGTOR. ::1. GO\IEAA5E TEST OF IRRl5ATION S'l'SreM (N'PW.Nl-4. REGIIIRa:> 6'I' GIT'( INSPECTOR.). 4. FINAL INSPEGTION PRIOR TO START OF MAINTENANGE PERIOD 5. FINAL AGGEPTANGE D. SITE: 065ERVATIONS AND TESTIN5 l"ilLL NOT c.oMMENGE l"ilTHOUT THE REGORD DAAl"ilNGS AS PREPARED 6Y THE IRRl6ATION CON'TRAGTOR. REGORD DRAli!NOO MU5T COMPLETE: AND LP TO DATE FOR EAGH SITE VISIT. E. l-t:1RK l"iHlc:.H FAILS TE5TIN5 AND IS NOT AGGEPTED l"ilLL 6E RETESTED. HOURI.. '1' RATES AND EXPENSES OF THE LAND5CAPE ARCHITECT, OHNERS AUTHORIZED REPRESENTATIVE, AND 60VERNING A5ENGIE5 FoR. RflNSPEGTIOIII OR RETE:5TINI$ l"ilLL 6E PAID 6'1' THE IRRl6ATION C.ONTAAGTOR AT NO ADDITIONAL EXPENSE TO Ol"iNER. 1.01 STORA5E AND HANDLIN5 A. U5E ALL MEANS NEC,E5,SAA.'( TO P!i.OTECT IRRl5ATIOH S'l'5TE:M MATE:RIAL~ flEFORE. DURIN5, AND AFTER INSTALLATION AND TO PROTECT THE INSTALLArlON l"10RIC: AND MATERIALS OF ALL OTHER TAADES. IN THE EVENT OF DAMA5E, IMMEDIATE!.. '1' MAKE ALL REPAIRS AND REPI.AGEMENTS NEGE55AAY' TO THE AGGEPTANGE OF THE LANDSCAPE ARCHITECT AND OHNER AND AT NO AOOITIONAL GOST TO THE Ol"iNER. 6. EXEP.CISE CAAE IN HANDLING, LOADIN5, UNLOADING, AND STORING F'LASTIG PIPE AND FITTIN65 IJNDEI( GOVER UNTIL RfAf)'( TO INSTALL. TAANSPORT PLASTIC PIPE 01'11. '(ONA YEHIGLE l"ilTH A BED LONG ENOUSH TO ALLOl'I THE PIPE TO LA'l' FLAT TO AVOID iJNDLIE 6ENDINl5 AND GONC,ENTAATED l;XTE:RNAI. LOAD. I.Qa GLEANUP AND DISPOSAL A. Dl5P05E OF l"iASTE, "lAASH, AND DEBRIS IN AGGORDANGE l"ilTH APPLIGABLE LAl"1S AND ORDINANG-ES AND AS PRESGf/JBED BY AUTHORITIES HAVING JJRISDIGTIOH. BUI<'( NO 5UC,H l"iASTE MATERIAL AND DEBRIS OH THE SITE. 131Jl<NIN5 OF TAASH AND DEBRIS l"ilLL NOT 6E F'i;RMITTED. TrlE CON'Tl<ACTOR SHALL REMOVE AND Dl5f'OSE OF RIJSBISH AND DE6Rl5 5El£AATED 6Y HIS HORI< AND~ AT mGIJENT INTERVALS OR~ ORDEF.EO TO DO 50 6Y' THE OHNER'S AUTHORIZED ~ATIVE. 6. AT THE TIHE OF GOMPU:TION THE ENTIRE &111: l"ilLL 6E CLEARED OF TOOLS, EGUIPMENT, RIJ661SH AND DEBRI& l"iHIGH SHALL 6E DISPOSED OF OFF-SITE IN A LE6AL Dl&PoSAL AREA 1.0~ TURHO\IER lltMS A ~DRAl"ilNGS, I. RECORD ~la'( ON ONE 51:T OF GONTAAGT DAAl"ilNGS ALL GHANGES IN TrlE HO~ GON5Tl11JTIN5 DEPARTI.Jm FROM THE ORl61NAL GON'Tl<ACT DAAl"11NG5. 2. THE GHANGES AND DIMENSIONS SHALL 6E ~ IN A LE61BL.E AND l'IORl::MANl.11::E MANNl:;R TO THE 5ATl5FAGTION OF THE Ol"iNER. PRIOR TO FINAL IN:>PEGTIOH OF l"10RIC:, !!WMIT REGORD DRAl"ilN5S TO THE LANDSCAPE AF<c:.HITECT OR Ol"iNEll.'5 AVTHORIZED REPP.f:SEMTATIVE. ::I. DIMENSIONS Fr<OM/T'O ~NENT POINTS OF RErERENGE SUCH AS 81JILDING5, SI~.~. ETC. SHALL BE SHOWN. DATA ON ~ DAAl"11N5S SHALL BE f<EWRDED ON A OAT' TO DAY BASIS AS THE ~JECT IS BEING INSTALLED. ALL LET!t:RINl5 ON DAAl"ilNGS &HALL 6E MINIMUM I/& INc:.H IN SIZE. 4. SHOl"i LOGATION5 AND DEPTHS OF THE FOLLOl"ilN5 lreMS, A. POINT OF CONNEGTION (INGL.UDIN5 l"1ATER r'IE:11:k,, BAG!<;FLOl"i PREVENTERS, MASTER C,QNTI<OL VALYE5, ETGJ 6. ROJTIN5 OF 5PRJNJl:LER PRES5UPJ; LINES (DIMENSIONS SHOl"iN AT A MAXIMUM OF 100 FEET ALONG ROJTING) G. 6ATE VALVES D. AUTOMATIC:. REMOTE: CONTROL VALVES AND ISOLATION BALL VALVES E. at.llGK c.ouPLING VALVES AND ISOLATION BALL VALVES F. ROJTIN5 OF GONTI<OL l"ilRES 5. IRRl6ATION CON11<0l..l.ER5 H. RELATED EQUIPMENT (AS MA'f 6E Ol~l'ED) 5. MAINTAIN REc.oRO DAAl-llN65 OH &ITE AT ALL TIMES. UPON GOMPLETION OF l"iORI<, TRANSFER ALL AS-aJILT INFORMATION AND DIMENSIONS TO l'<fPf<ODl)C,leLE SEPIA PRINTS. 6. AS 81JILT PLANS FOR ALL P!i.OJECTS (flONDED AND NON-BONDED, R!61..IG AND PRIVATE) ARE Rl;GUIREP TO 9E 5UBMITTED. SUBMITTAL OF AS-61/ILT F'LANS SHALL 6E REQUIRED 6'1' THE EN61N:ERIN6 AND PLANNINl5 DEPARTMENTS. THE FINAL PLANS 5HOULD 6E PREPAAED BY' THE LAND5GAPE ARc:.HITECT FROM DIMENSIONS Pf<OVIDED 611" THE CONTRAC.TOR. FINAL AS-BUILT PLANS SHALL SE DRAFTED GLEARL'I' TO TrlE 5ATl5FAGTION OF THE C:.17'!', AND THE ORl61NAL M'l'LAR5 SHALL 6E 5UBMITTED TO THE Clrr' OF THEIR i'J:EPING. 6. GONTROI.LEF1. GHAATS, I. RECORD Drt.AHINGS M'.ST 6E AfffOV!:1' 6'I' L-6.H[)5CAf'E AAGHITEGT AND/OR Ol'IIGS AUiHORIZEI) RmESENTATIVE 6EFORE c.HAA.TS AA.E PREPAAED. 2. ~IDE ONE GONTRO\.J..EI( c:.HAAT FOR EAGH AUTOMATIC GONTROl.1.ER. GHAAT SHALL SHOl'I TrlE ~ COVERED 6Y THE PARTIC,VLAR C:.ONTI<OL!.f:R ::I. THE c:.HAA.T 15 TO BE A REDlJCEO c.oPY OF TIE AG11JAL "REGORD' DRAl"ilNG. IN THE EVENT THE CONTROLLER :,fG\A:NC,E 15 NOT LE61BLE lff:N THE DRAi'IING IS REDUGED, IT SHALL BE ENLAl<6ED TO A READABLE SIZE. 4. l"1tt:N GOMPLETED AND APF'f<OVED, THE c:.HAAT SHALL SE HERMETIGALL 'I' 51:ALED BETWEEN 00 PIECES OF F'LASTIC, EAGH PIEC,E BEING A MINIMIA-1 20 MILS IN THICKNESS. G. OPERATION AND MAINTENANC,E MANUAL5, I. 1WO INDIVIDUALLY' BOUND c.oPIES OF OPERATION AND MAINTENANC,E MANUALS SHALL 6E DB.IVEREO TO THE LANDSGAPE AA.GHITECT OR Ol'INEFl.5 Al/THORIZED REPRE5ENTATIYE AT LEAST 10 GALENDAA DAYS PRIOR TO FINAL IN5PEGTION. THE MANUAL& SHALL DE5GRl6E THE MATERIAL INSTALLED AND THE PROPER OPERATION OF THE &'l'&TE:M. 2. EAGH COMPLETE, SOUND MANUAL SHALL INGUJDE THE FOLLOl"ilN5 INFORMATION, A. IND!;)( SHEET STATIN5 CONTAAGTORS ADDRESS AND TELEPHONE NIJMSER, DURATION OF 51.iAA.ANTEE PERIOD, Ll5T OF EGIJIPMENT INGL.IJDIN5 NAMES AND ADDRESSCS OF LOGAL MANUFAGTURER REPRESENTATIVES. 6. OPEAATIN5 AND MAINTfNANC.E INSTRI.IGTIONS FOR ALL EGUIPMENT. G. SPAAE PAA.TS Ll5TS AND RELATE:D MANUFAGn/RER INFORMATION FOR ALL EGUIPMENT. D. EGUIPMENT, 1.10 A. B. C,. D. I.II A. 6. I. SUPPLY' AS A PART OF THl5 GONTAAGT THE FOLLOl"ilN5 lreM&, A. 1WO (2) ~ FOR Dl5A5SEM61. Y' AND AD.JJSTMENT OF EAGH TYPE OF SPRINKLER HEAD IJSED IN THE IRRl6ATION SYSTEH. 6. THREE ,0-INGH SPRll«LER i<EYS FOR MAltJAL OPERATION OF GONTI<OL VALVES. G. 1WO l<E'l'S FOR EAGH AUTOMATIC, CON~ D. FIVE G!Ulc:.K GOUPLER. KEY5 l"11TH A BRONZE HOSE THREAD qo DE5REE 5l"ilVEL ATTAGHMENT AND FIVE COUPLER LID KEYS. E. FIVE VALVE BOX c:.ovER l<E'I' OR HRENGI-!. F. ONE 5-FOOT TE:E ~ FOR OPERATIN5 6ATE VALVES 3 INCHES OR I.AA.6EI( (IF USED). 6. SIX l;XTAA SPRll«L.ER HEADS OF EACH 51ZE AND TYPE PER IRRll$ATION P.O.C,. 2. THE AfJ<NE EGUIPMENT SHALL 6E MNED OVER TO OHNEli.5 ALITHORIZED REPRE5ENTATIYE AT THE FINAL INSPECTION. GOMPLETION AT THE TIME OF THE PRE-MAINTENANGE PERIOD INSPEGTION, THE LAND5GAPE ARc:.HITECT, Ol"iNERS AUTHORIZED REPRE5ENTATIVE, AND 00\IERNING A5ENGIE5 l"ilLL INSPEGT THE HORI<, AND IF NOT A'-<,EP IB>, l"ilLL PREPAAE A LIST OF ITEMS TO BE c.oMPLETED 6'( THE GONTAAGTOR. AT THE TIME OF THE PO&T-MAINTENANGE PERIOD OR FINAL INSPEGTION THE HORK l"ilLL 6E REINSPECTED AND FINAL AC,C,EPTANGE l"ilLL BE IN ~!TING B'f THE LAND5CAPE AA.GHITECT, Ol"iNEf/.5 AUTHORIZED REPRE5ENTATIVE, AND OOVERNING Ai$ENCIES. THE Ol"iNER'S AUTI-lORIZED REPRE5ENTATIVE SHALL HAVE FINAL AUTHORl7Y ON ALL PORTION5 OF THE l"iORK. AFTER THE SYSTEM HAS BEEN GOMPLETED, 11£ GONTRAGTOR SHALL INSTRIJC,T Ol"iNER'S AUTHORIZED REPRESENTATIVE IN THE OPERATION AND MAINTENANGE OF THE IRRl6ATION SYSTE:M AND SHALL FURNISH A COMPLETE 51:T OF OPERATING AND MAINTENANC,E IN5TRLJc;.TION5. ANY SETTLING OF TRENGHES liilc:.H MAY OC,C,IJR DURIN5 THE ONE-'fEAR PERIOD FOLLOl"ilNG AGGEPTANC,E SHALL 6E REPAIRED TO THE OHNER'S 5ATl5FAGTION 6'1' THE CONTAAGTOR l"iln-lOUT ANY ADDITIONAL EXPENSE TO THE OHNER REPAIRS SHALL INGLIJDE THE GOMPLETE RESTORATION OF ALL DAMAGe TO F'LANTIN5, FAYING OR OTHER IMPRO\IEMENTS OF ANY KIND AS A RESULT OF THE~- e;!JAA.ANTE:E THE ENTIRE 5PRJNl<l.ER S'l'STE:M, INGLUDINe; ALL 1-t:1RK DONE UNDER THIS GON'JRAGT, SHALL 9E UNGOHDITIONALLY' OOARANTEED A5AINST ALL D□ L\.,,.., AND FAULT OF MATERIAL AND l"iORl<MANSHIP, INGLUDIN5 51:TTLINCS OF BAGK FIELD AA.EA5 6EI.Ol"i 6AADE, FOR A PERIOD OF ONE (I) 'fEAR FOLLOWING THE FILING OF THE NOTIGE OF GOMPLETION. 5HOl.l..D ANY PR06L.EM l"ilTH THE IAAl6ATION S'l'SreM 6E DI~ l"ilTHIN 11£ tSIJAA.ANTEE PERIOD, IT SHALL BE GOAAEGTED B'f THE CONTAAGTOR AT NO ADDITIONAL EXPENSE TO Ol"iNER l"ilTHIN TEN (10) CALENDAR DAY'S OF REGEIPT OF l"iRITTEN NOTICE FROM Ol"iNER.. lff:N TrlE NA'TlJRE OF THE REPAIRS A5 DEIEl<Mli-a, 6'1" THE OWNER CONSTl'Mc AN EMERGENCY (I.E. BROKEN PRESSURE LINE;) THE Ol"iNER MA'l' PR0C,EED TO MAKE REPAIRS AT THE CONTRAGTORS EXPENSE. ANY AND ALL DAMA5ES TO l;XISTIN5 IMPROVEMENT RESULTING EITHER FROM FAULTY MATE:RIALS OR HORKMANSHIP, OR FROM THE NEGE55AA.Y REPAIRS TO GOAAEGT SAME, SHALL 6E REPAIRED TO 11£ 5ATl5FAGTIOH OF THE 0)"1NEI( 6Y TrlE GONTAAGTOR, ALL AT NO ADDITIONAL COST TO THE Ol"iNER. 51.iAA.ANTEE SHALL 6E !:IJBMITTED ON GOHTRACTORS Ol"iN LETTERHEAD AS FOLLOl"15, 51.iAA.ANTEE FOR 5Pf/JNKLER IRRl6ATION SYSTEM l"1E HEREBY 51.iAAANTE:E THAT THE SPRll«LER IRRl6ATION S'l'STE:M l"1E HAYE FURNISHED AND INSTALLED 15 FREE FROM DEFL\.,TS IN MATERIALS AND l"iORKMANSHIP, AND lHE l"10RK HAS BEEN GOMPLETED IN Ac:.c.oRDANGE l"ilTH THE DRAli!NGS AND SPEGIFIGATIONS, ORDINAR'f l"1EAR AND TEAR AND IJNIJSIJAL ABUSE, OR NE6LEG T l;XC,EP I ED. l"1E A6REE TO REPAIR OR RfPLAC,E ANY DEFEGTIVE MATERIAL DURING THE PERIOD OF ONE YEAR FROM DATE OF FILING OF THE NOTIC,E OF WMPLETION AND ALSO TO REPAIR OR RfPLAC,E ANY DAMASE RE5LIL TINS FROM THE REPAIRIN5 OR REPL'GING OF SIJGH DEFEGTS AT NO ADDITIONAL WST TO THE OHNER l"1E SHALL MAKE 5IJC,H REPAIRS OR REl'LAGEMENTS l"ilTHIN 10 GALENDAR DA'l'S FOLLOl"ilNG WRITTEN NOTIFIGATION BY' THE OHNER IN THE EVENT OF OUR FAIi.URE TO~ s:JC.H REPAIRS OR F<EPLAGEMENTS l"ilTHIN THE TIME SPECIFIED AFTER REGEIPT OF l"iRITTEN NOTIC,E FROM 0~ l"1E AUTI-lORIZE THE Ol"iNER TO PROGEED TO HAVE SAIO REPAIRS OR REPI.AGEMENTS MADE AT OUR EXPENSE AND l"1E l"ilLL PA'f THE C.OSTS AND c:.HAReE5 THEREFORE UPON DEMAND. PROJECT NAME, PROJECT LOGATION, CONTAAC, TOR NAME, ADDRESS, 11:J.EPHONE, Sli$NED, DATE:, PART II -MATERIALS 2.01 :>IJMMAA.Y' USE OHL 'I' NEl"1 MATERIALS OF THE MANUFAc:.TURER, SIZE AND TYPE 5HOl"iN ON THE DAAl-lll-165 AND 5PECIFICArlON5. MATERIALS OR EGIJIPMENT INSTALLED OR FURNISHED THAT DO NOT MEET LAND5GAPE ARc:.HITEGTS, OHNERS, OR 00\IERNINS A5ENGIES STANDARDS HILL 6E RfJECTED AND SHALL BE J;!EMOVED FROM THE SITE AT NO EXPENSE TO THE Ol'INER. 2.02 PIPE A PRESSURE SUPPL 'I' LII-E FROM POINT OF CONNEC;TION ~ BAGl<R.OH PREVENTION UNIT SHALL 6E TYPE I< "HARD' GOPPER PIPE OR BAA55 NIPPI..ES (l.EN5TH AS REGIJIRED). TREES TO BE PLANTED A MIN. OF :3' OUT OF R..O.W. APPROVED FOR PLANTINe AND IRR.leATION ONLY, INC.LUDINe F'REGISE LOC.ATION OF PLANTINe AREAS. ~ CITY OF CARLSBAD I SH·E·E·TS] ~ PLANNING DEPARTMENT 16 . =nRA=WN.:.:__ ____ __c,:..:.:a ,----------,,.-,, A,...,S,........,8,..,U-1:-L r""•=---------~04:-_-=-2J=---=-o:r-,:-J::-R -r-=oEH::::-:R=EQ=-u=Es=TE=o=-o;:l;ET=A=1LS-=--=a.:-R:;;:E::'lls=-10=-N:-:c=-Lo=-u=o--,A>\.---r--,---,--,-----1 /RR/GA TION SPE(;JFICA TIONS APPROVED MM lat. SUB 09-01-06 BRESSI RANCH CORPORA TE CENTER =;...;;;.;=---..:..:.....:..:.....:.c DATE 2nd. SUB 11-18-08 PROJECT ENTRY STATEMENT -------- 3rd. SUB 03-12-07 ~TI'..'.:TI.E:::.:• =====~~~~~;=======:.i::==r==t===============:i=.=--1-----1---1--~ I APPROVED I ..:;4th=:... -=".:.UB=----=0-=-4-_:2;;,;:4_-=.07 RECEIVED BY: ------------------- _MYLA __ R_S_U_B __ ,_o-_2_ .. _-_07 t====j====1==============================:====~====~====~====~ ~P::::L';:;A:::NN:;::l:;NG::::::==:;-;:::=======::::;;:::=D:::A::::'TE::::::=~ .:.JO;;,;:B:....:.cN.::.;O· ___ _..:;;D6'---=1=13 DWN BY: ---PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY 44-<-IL DATE 07-25-D6 : ---GT 02-15 u-==----..::.:.-=c...= ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: SCALE AS SHOWN INSPECTOR DA TE I ii IRRIGATION SPECIFICATIONS (CONT'D) PART II -MATERIALS B. ~ SUPPl.'f LINES 2 INCHES IN DIAMETER AND UP TO 25 INCHES IN DIAMETER OOHN5TRfAM OF ElACKFlOW ~TION UNIT 5HALL 61: CI..A55 315 50l..VENT WELD PVG. PIPING 5HALL CO!fORM TO ASTI-1 D2:24I. G. PRESSURE SUPPi.'!' LINES :3 INCHES IN DIAMETER AND UP TO & INCHES IN DIAMETER OOHNSTRfAM OF 6ACIQ9..0W ~TION UNIT 5HALL 61: Cl.ASS :200 6ASKET JOINT PVC,, PIPIN6 5HAL.L WNFORM TO ASTI-1 D224I. D. PRESSURE SUPPL 'r' LINES 1.5 JNC;HES IN DIAMETER AND SMALLER OF THE BAC.l<FLOW PR!:v'ENTION UNIT SHALJ.. f!f sc.HEDlU 40 50l..YENT WELD PVG WNFORMING TO ASTI-1 Dl1t>S. E. NON~ LINES .15 INCHES IN DI~ AND LARGER OO~l'REAM OF THE R&IOTf WN~L VALVE 5HALL f!f sc.H. 40 PVG. . F. REC.Ye.LED (REC.L.1'1MED) HATER PVc; PIPE TO 61: WLOR-GODED PURPLf IN WLOR MARJ<J:D ON TWO 5IDE5 l-llTH REC.LAIMEP l-'lATER WARNING STATEMENTS 'GAUTION-REC.'fc.LED (REC.I.AIMED) l'IATER'. REC.LAIMED l'IATER PIPING MUST Ell: AG,C.EPTED B'r' LOGAL RECLAIMED l-'lATER 00'/ERNING AeENc.11:5. REC.Ye.LED l-'lA'IER PIPE SHALL 6E use, ONL 'r' ON REC,'(c;Lf;D SYSTEM. NON~ PIPINS 5HAL.L WNFORM TO ASTI-1 Dl11>5. IS. ALL ~IALIZED PIPING SHALL 61: AS INDIC.ATED ON THE D~IN6 LE6END OR DETAILS. 2.03 METAL PIPE AND FITTIJ\165 A. 6AAS5 PIPE 5HALL BE e,s ~T REP 6AA9S, ANSI, IFS STANDARD 125 POUNDS, sc.HEDlU 40 SC.REHED PIPE. B. 6AAS5 FITTINSS SHALL 61: MEDIUM BRA.SS, sc;~ I:25--PO\JND Cl.ASS. G. G0PPER PIPE SHALL BE "HARD' TYPf KOR AS NOTED ON THE Dl'i:AHING LEGEND OR DETAILS. D. WPPER FITTINGS SHALL 6E SOlOEl<f!:) TYPf. 2.04 PLASTIC, PIPE AND FITTIN65 A. PIPE: 5HALL 61: MARJ,:;E0 GONTIIWIJSL'r' l-llTH MANIJ'Ac.~'S NAME, NOMINAL PIPE SIZE, sc.HEDtA.E OR Cl.ASS, PVG TYPf AND GAADE:, NATIONAL SANITATION FOUNDATION ~AL, c:.oMMERC,JAL STANDARDS DESIGNATION, AND DATE OF EXTRUSION. B. ALL PLASTIC, PIPE 5HALL 61: EX'IRIJDED OF AN IMPROVED PVG VIIWIN PIPE GOMPOUND IN AC,C,ORDANGE WITI-I ASTI-1 D:2:24I OR ASTI-1 Dl1e4. G. ALL PVG FITTINGS 5HALL BE STAND~ WEIGHT ¾HEDULE 40 AND SHALL BE INJEG,TION MOLDED OF AN IMPROVED VIIWIN PYG FITTING GOMPOUND. SLIP PYG FITTINGS SHALL 61: THE 'DEEP SOGl<ET' BAAC;~ TYPf. TI-iRl:ADED PLASTIC, FITTINGS 5HALJ.. 61: INJEGTION MOLDED. ALL TEES AND a.LS SHALL BE SIDE !SATED. ALL FITTINGS SHALL WNFORM TO ASTI-1 D:2466. D. ALL TI-iRl:ADED NIPPLES SHALL BE STAND~ WEIGHT sc.Hl:DUI.I: e,o WITH MOLDED i1-iREADS AND 5HAL.L WNFORM TO ASTI-1 Dl1t>S. E. ALL 50l..VENT GEMl:NTING OF PLASTIG PIPE AND FITTINGS 5HALL BE A TWO-STEP PF<Oc.ESS, USING PRIMER AND SOLVENT GEMENT APPLIED PER '!Hf MANIA'AGTURER'S ~ATIONS. c:.EMENT SHALL 61: OF A FLUID WNSISTENc;'f, NOT efl..-1.IJc;J; OR ROPT'. 50l..VENT c.EMENTINIS 5HALL 61: IN GOJ\FORMANGE WITli ASTI-1 D:2564 AND ASTI-1 D:2~5. I". Wl£N WNNECTION IS PLASTIC, TO METAL, FEMALE AD~ SHALL 61: HAND TIISHTl:NED, PLUS ONI= 11JRN WITlf A 511'.AP WRENC-H. JOINT G0MP0UND 5HALL Bf NON-LEAD BA5E TER..ON PASTE, TAPe, OR EGUAL. 2.0, BAc.l<FLOW PR!:v'ENTION UNITS A. THE ElACKFLOW PR!:v'ENTION UNIT 5HALL BE OF THE MANUFAG'IURER, SIZE, AND T'!'PE INDIGATED ON THE DRAWINGS. B. THE ElACKFLOW PR!:v'ENTION UNIT SHALL BE INSTALLED IN AC-CORDANGE l-llTH THE REGUIREMENTS SET FORTH 6'1' L.OGAL GODl:5. G. THf ElACKFlOW PR!:v'ENTION ASSEMBLY SHALL WNSIST OF 6AA55 PIPING, UNIONS AND FITTINGS. 2.06 VALVES A. !SATE VALVES, B. I. !SATE VALVES SHAU. 61: OF THE MANIJ'AC,TIJRER, SIZE, AND TYPf INDIGATED ON THI! ~INGS. 2. !SATE VALVES SHAU. BE WNSTRIJ(jTED OF A 6RONZE BOD'f, BONNET AND DI¾, AND A MALLEA13LE: IRON HANDWHEEL.. ISATE VALVES SHALL HAVE THRfADED WNNEGTIONS. :3. ALL 6ATE VALVES SHALL HAVE A MINIMUM ~ING~ OF NOT LESS THAN 150 PSI AND 5HALL GONFORM TO AJ.-lWA STANDARDS. BALL VALVES. I. BALL VALVES SHALL 61: OF THE MANUFAG'IURER, SIZE, AND TYPf INDIGATED ON THE ~INGS. 2. BALL VALVES SHALL BE C,ONSTRIJ(jTED OF A BRONZE 60D'1", STAltl.ESS &,m BALL AND &TEM, MAL.LEA13LE ll<ON HANDLE. BALL VAL YES SHALL HAVE THREADED WNNl:C, TIONS. :3. ALL BALL VALVES SHALL HAVE A MINIMUM WORl::IN6 PRES&URE OF NOT LE&S 11-IAN ISO P&I AND SHAU. C,ONFORM TO~ STANDARDS. G. GUlc.K COLf'LER VAL YES, I. GIJIGK GOUPl.fR VALVES SHALL BE OF THI! MAMJFAG~ SIZE, AND TYPf INDIC.ATED ON THE D~INISS. 2. GUJc;K GOUPl.fR VALVES SHALL BE 6AA&S HITH A WALL TI-IIC.1<!6S OOAAAN'TE:D TO WITl-l&TAND NORMAL WORl::lt-45 PRE&SURE OF ISO PSI Wl1WUT LEAl<AeE. VALVES 5HALJ.. HAVE FEMALI! THREAD5 OPENING AT BASE, WITI-I TWO..PJE(,f OOD'f. VALVES TO BE OPEAATED ONL'f WITI-I A CC.JPLER KE'f, DESl6NED FOR THAT PURPOSE. GOUPLER KE'f IS JNS!;RTED INTO VALVE AND A POSITIVE, l-'lATERTIGHT C,ONNl:C,TIOH SHALL BE MADE BElW:EN Tl-IE GOUPLER KE'f AND VALVE. HINISE C,OYER SHALL BE THE LOGKINa TYPe WNSTRIJ(jTED OF BRASS WITI-I A RIJBBER-lll:;f; VIN'r'L GOYER ,. . VIN'fl. G!Jlc.K COUPLER GOYER FOR. REa.AIMED WA-reR Q.Jlc;K COIA"LER VALVES TO 61: RJRPU: IN WLOR WITH THE WORDS 'WAANINIS-~'fGLED (REC.LAIMED) l-'lATI::R-DO NOT Df<INK f'ERMANENll. 'r' MARJc;EJ:) ON LID FOR REC,'(G-1..J;D S'fS>TEM. D. AUTOMATlt:; W~ VALVES, I. AUTOMATIC, WNTROL VALVES 5HALJ.. 61: OF THE MANUFAC.llJRER, SIZE, AND rrPE INDIGATED ON Tl-IE DRAWINGS. 2. AUTOMATIC, WNTROL VALVES &HALL 61: ELEGTRIGALL'f OPEAATED. www.gmplandarch.com 9404 Genesee Avenue Suite 140 La Jolla LANDSCAPE California 92037-1353 ARCHITECTURE Tel 858 558 8977 & PLANNING Fax 858 558 9188 E. ANTI-DRAIN VALVES, I. ANTI-DAAIN VALVES SHALL BE OF Tl-IE MANUFAc.~ &IZE, AND TYPf INDIGATED ON Tl-IE ~INGS. 2. ANTI-DAAIN VALVES &HALL HAYE Ia-e &TAINLE&S &TEEL &FRINGS AND VALVE &lEMS WITH BUNA-H SEALS. 3. ANTI-DAAIN VALVES WILL HAVE TIRADED WNNl:C,TIONS THE SIZE OF THE RISER OR PIPE TliE'f AAf TO BE INSTALLED ONTO, OR THE NEXT AVAILABLE SIZE. NO SLIP WNNECTION ANTI-DAAIN VALVES ARE ALLOHED. :un VAL VE BOXE5 A. VALVE BOXES &HALL BE FABRIGATED FROM A DIJAABLE, WEATHER.-RESISTANT PLASTIC, MA-rfRIAL RE&ISTANT TO &UNLI5HT AND c.HEMIGAL Ac; TION OF SOIL&. B. THE VALVE BOX c.oVER SHALL BE ISREEN IN GOLOR AND &EGIJRED WITH BOLTS. G. THE GOYER AND SOX SHALL BE GAPABL.E OF &U&TAININIS A LOAD OF 1,500 POUNDS. D. VALVE BOX EXTENSIONS &HALL BE B'f THE SAME MANUFAc.TURER A5 THE VALVE BOX. E. AUTOMATIC, WNTROL AND MASTER VALVE BOXES &HALL BE I6"Xll"Xl2' RECTANGULAR SIZE. VALVE BOX GOVER5 &HALL BE 'HEAT BRANDED" IN 2' Hl5H LETTERS WITH EITHER. "RCV' WITH THE VALVE IDENTIFIC.ATION ~ OR "Mc.V'. F. ~IALIT'r' 'JJMOO' BOXES MA'r' BE INDIGATED ON DAAl'IIN6S AND SHALL BE 2S"Xl5"Xl2' REC.TANISULAR SIZE. 6. BALL VALVE, !SATE VALVE, AND G!LIIC.K GOUPl.fR VALVE BOXES &HALL Bf C.IRCULAR 10' &IZE. VALVE BOX c.oYERS &HALL BE 'HEAT BAANDl:D' IN :2' HIGH LET1'ERS WITH EITHE!t "BY', "6V', OR "OC,V'. H. VALVE BOX GOYER FOR RECLAIMED &'fSTEMS SHALL BE PURPLE IN GOLOR AND PERMANENll. '( ~ WITI-I THE WORtlS "HAl<NINIS-~'fGLED (REC.I.AIMED) l'IATER -00 NOT DRINK' FOR ~'fGLED IAAIISATION S'!'&TEM. 2.Ge IAAl6ATION WN~LLEII. A. WNTROLLEFI. &HALL BE OF THE MANUFAG'IURER, &IZE AND T'!'PE INDIGATED ON THE DRAWINGS. B. THE GON~LLER ENC-L05Uf<I; 5HALJ.. 61: OF THE MANIFAc.'IURER, &IZE AND rrPE INDIGATED ON THE ~IN65. THE ENC,L05Uf<I; SHALL AL&O ENC;LOSE THE GONTROLLEFI. El.EC, TRIGAL "1Ei1:Fl c;, THE WNTROLLEFI. 5HALJ.. 61: OF THE MANIJF'Ac.'TURER, SIZE AND TYPf REGUIRED B'f ~- 2.G'I ELEGTRIGAL A. ALL ELEGTRICAL EGIJIPMl:NT SHALL BE NEMA TYPf ,. I-IA~ FOR EXTERIOR INSTALLATIONS. B. ALL a.EC,TRIGAL WORI:: SHALL C.ONFORM TO L.OGAL GODES AND ORDINANC;ES. 2.10 LOW VOLTAISE c;ONTROL WIRING A. REMOTE c;ONTROL WIRE 5HALL 61: DIRECT-BURIAL Ali5-UF TYPf, SIZE AS INDIGATED ON THE ~INGS, AND IN NO GASE &MALI.ER THAN 14 i&ALIISI:. B. WNNl:C,TIONS 5HALL 61: EITHER EPOX'l"-9EALED PAGJc;J;T TYPf OR PENN-TIT!:: WNNEGTORS. c;, WMMON WIRES SHALL 6E l'IHITI= IN GOLOR, AND IN NO c;ASE 5MAllER THAN 1:2 ISAU6E. GONTROL WIRES SHALL 61: REP ~ TWO OR MORE ~LLERS AAf USED, THE WN~L HIRES 5HAL.L BE A DIFFERENT GOLOR FOR EAGH WNTROL.1£R THESE GOLORS SHALL 61: NOTED ON THE 'RECORD ~INGS' PLANS LOGATED ON W~LLEII. DOOR). D. 6F<OUND HIRES SHAU. Bf ISREEN IN c.oLOR, AND IN NO C.ASE SMALLER THAN 6 6AU6E. E. PROVIDE A 24, LONG EXPANSION LOOP FOR ALL DIREC.TIONAL GHANISES IN c;ON~L WIRE ROUTING. 2.11 IRRIGATION HEAD& A. SPRINKLER HEADS 5HALL BE OF THE MANUFAG~ &IZE, TYPf, WITH RADIUS OF 11-ll<OW, OPERATING PRES&URE, AND Dl!:GHARGE AATE INDIGATED ON THE DAAWINISS. B. POP-UP HEAD& AND RISER HEAD& 5HALL 61: USS, AS INDICATED ON THE DRAWINGS. c;, IAAIISATION HEADS FOR REC,'(c;Lf:D SYSTEM &HALL HAVE PURPLE ~'(c;LED (l<EG-LAIMED) l-'lATER l-'lAl<NING GOYER NOTI=, Mf:TER eox HI McTERl--------, 5IDE:HAI..I< =..___--=l~-1...j ---,.1-,-.~-.2+"==--1 1:2" MINIMUM POTABLE &El~Vlc;E LINE------ ~'(C,LfD WATE!t IRRl6ATION MAINl.lNf Hf 51..EEVE 0 VERTICAL c.LfARANC,E OF 1:2' MINIMUM IS MANDATORi' J4IEN C-ROSSIN6 PATH OI" A POT A6LE WA TEi'l LINE. INSTALLATION OF ~i'C-LED l'IATER IAA\6ATION MAINl.lNf 24' ~ FAc;E OF SIDfK.6.L.K WILL PROVIDE 11-£ NECES5ARY' 10' HORIZONTAL CLEARANCE~ POTA61..E MAINLINI= IN THE STI"EET. PART Ill -EXEC-UTION 3.01 &ITE WNDITIONS A. INSPEG TION&, I. PRIOR TO ALL WORK OF 11-115 51:C,TION, C.AREFULL'f INSPEGT THE INSTALLED~ OF ALL Oir!ER TRADES AND VERIFY THAT ALL SiJGH ~~ 15 WMPI..ETE: TO THE POINT HHERI: THIS INSTALLATION MA'f ~'( c:.oMMfNG.I:. 2. VERIFY THAT IRRll&ATION &'l'&TEM MA'( BE INSTALl.f:D IN &TRlt:;T AC,C,O~ANc;E HITH ALL PERTINENT GODE5 AND REISULATIONS, THE ORIISINAL DESIGN, THE REFERENCED &TANDAROS, AND THE 1-Wl,fAC,TIJRER'S REGOMMENDATIONS. B. DISC.REPANGIES, I. IH THE EVENT OF DISC.REPANG'f, IMMl:DIATEL'f NOTIFY Tl-IE LANDsc.APE AACHITEGT OR Oi"MR'S AUTI-IORIZED REPRESENTATIVE. :2. 00 NOT PROGEED HITI-I INSTALLATION IN AW:.AS OF Dl¾REPANC;'!' UNTIL ALL DISC.REPANGIES HAVE BEEN RE50l..YED. G. ISRADES, I. BEFORE &TARTING HORI<, GAREFULL'f c:;tEK ALL ISRADES TO Dflf;fi.MJNE THAT~ MA'f SAFELY PROGEED, Jc;J;EPINIS WITHIN THE ~IFIE:D MATERIAL DEPTHS WITI-I RE&PEGT TO FINISH GAADE:. :2. FINAL ISRADES SHALL 61: AU,EPIED J5f THE ENGINEER ElEFORE ~ ON THIS SEGTIOH HILL BE ALLOWED TO BfiSIN. D. FIEI..D ~TS, I. MAJc;J; ALL NfG.ESSAA'( MEA5I.JREl,£NT5 IN THE Fl!:LP TO ENSURE PREGISE FIT OF ITEMS IN AGGORDANGE HITH THE ORl6INAL DE5I6N. GONTAAC;TOR SHALL GOORDINATE THI! INSTALLATION OF ALL IAAIISATION MATI::RIAL& WITH ALL OTHER ~FU<. 2. ALL SC.ALED DIMl:N&IONS ARE APPROXIMATE. THE WNTAAC;TOR SHALL GHEGI< AND YERJF'f ALL SIZE DIMENSION& PRIOR TO PROC.f!:DING WITH~~ UNDER. 11-115 51:C,TION. ,. EXERCISE EXTREME GARE IN EXc;AVATING AND WO~ING NEAR EXISTING UTILITIES. C,ONTAAC;TOR SHALL BE RESPONSIBLE FOR. DAMAl&I:& TO UTILITIES WHlc.H ARE t:;Al!SED B'f HIS OFEAATION& NE6LEc.T. E. DIAeRAMMATIG INTENT, THE ~INGS ARE ESSENTIALL 'r' DIA6AAMMATIG. THE &IZE AND LOGATION OF EGUIPMl:NT AND FIX1'\JRl:5 AAf DRAHN TO ¾ALE WHERE POSSIBLE. PROVIDE OI FSE,5 IN PIPING c.HANISES IN EGUIPMl:NT LOGATION& AS NEGESSAA'f TO WNFORM WITli STRUGTURES AND TO AVOID 066TRIJ(jTIONS OR WlfLlt:;TS WITI-I OTHER WO~ AT NO ADDITIONAL EXPENSE TO OHNER. I". LAYOUT, I. PRIOR TO INSTALLATION, THE GONTRAGTOR SHALL &TAl:;f; OUT ALL PRES51JRE SUPPL'!' LINES, ROUTIN6 AND LOGATION OF SPRINKLER HEAD&, VALVES, BAc.KFLOH PREVENTER, AND AUTOMATIG WN~LLER. 2. LAYOUT IAAl6ATION SYSTEM AND MAKE MINOR ADJJSTMl:NTS ~QJIREP DUE TO DIFFERENGES BElW:EN SITE AND DAAWINGS. HHERI: PIPING IS SHOWN ON ~INl&S UNDER PAVED AAU.5, BUT !WNNINel PAAAL.La. AND ADJAGENT TO PLANTED AREAS, INSTALL THE PIPIN6 IN THE PLANTED AAU.5. IS. l-'lATER 5Uf'PI.'( WNNEGTIONS TO, OR THE INSTALLATION OF, THE l-'lATER SUPPi.'( SHALL BE AT THI! LOGATIONS SHOl"lN ON THE ~IN65. MINOR c.HAN6ES GAU&ED B'f Ac;11!AL SITE WNDITIONS 5HALJ.. BE MADE AT NO ADDITIONAL EXPENSE TO OHNER. H. B..l:G TRI CAL SERYIG.f:, I. WNNECTIONS TO THE a.EC,TRIC.AL 5UPPl.'f SHALL BE AT THE LOGATIONS SHOWN ON THE ~INGS. MINOR GHANi&E& C.AUSED 6'f &ITE WNDITIONS 5HALL BE MADE AT NO ADDITIONAL EXPENSE TO Oi,'-lNER 2. GONTAAC;TOR SHALL MAJc;J; 1:20 VOLT GONNl:C,TION TO THE IAAIISATION WNTl<OI.LERS. ELEGTRIGAL POl'ER 50URCE TO C.ON~LLER LOGATION& SHALL 61: PROVIDED B'f OTl-lER5. 3.02 lRENc;HING A. EXGAVATIONS &HALL BE STRAIGHT WITH YERTIGAL SIDES, EVEN 6AADE, AND 5UPPORT PIPE WNTII-OOUSL'f ON BOTTOM OF TRENC-H. TRENc.HING EXc.AVATION SHALL FOLLOW LAYOUT INDICATED ON ~IN65 TO THE DEPTHS ea.ow FINISH:D GAADE: AND AS NOTED. lffRf LINES OCG-IJR UNDER PAVED AREA, THESE DIMENSIONS 5HALJ.. BE WNSIDEl<ED BELOW 5lJ61SR4.DE. B. PROVIDE MINIM\.M GOYER OF I& JNC;HES ON ~ SUPPL 'r' LINES 2 1/2 INCHES AND &MALLER PROVIDE MINIMJM C,OI/ER OF :24 INGHl:5 ON PRE55URE 5UPPI. '( LINI:5 3 INC;HES, AND ;It, JNC;HES OF C,OI/ER ON PRE&SURE &UPPL 'r' LINl:5 4 INGH AND L.AA.6ER. G. PROVIDE MINIM\.M C,OI/ER OF I& !Ne.HES FOR WNTROL Wl~S. D. PROVIDE MINIM\.M C,OI/ER OF 12 INGHES FOR NON-PRl:55URE LINl:5. E. F. PIPES INSTALLED IN A C.OMMON TRENCH SHALL HAVE A 4 INCH MINIM\.M &PAGE BETWEEN PIPES. PROVIDE SAND BAc.KFILL A MINIMUM OF 4 !Ne.HE& OYER AND UNDER ALL MAINLINI= PIPING. BAc.KFILLING A. BAc.KFILL MATERIAL ON ALL LINES SHALL BE THE SAME AS ADJAc;ENT SOIL FREE OF DEBRI&, LI~ AND RXJ<;S OYER 1/2 INCH IN DIAMETER B. BAc.KFILL SHALL BE TAMPED IN 4-INGH LA'l'ERS UNDER THE PIPE AND UNIFORML. '( ON BOTH SIDES FOR THE AJLL WIDTI-I OF THE TRfNC.H AND THE AJLL LENISTI-I OF THE PIPE. BAc.KFILL MATI::RIALS SHALL BE SUFFIGIEN'ft.'r' DAMP TO PERMIT THOROUiSH WMPAc.TION, FREE OF VOIDS. BAc.KFILL SHALL 61: GOMPAc.TED TO DR'f DENSITY EGUAL TO ADJAGENT UNDl&TIJRBED SOIL AND SHALL GONFORM TO ADJAt:;ENT ISRADES. G. FLOODING IN LIElJ OF TAMPING IS NOT ALLOWED. D. IJfli?E:R. NO Glf<CUMSTANc;ES SHALL TRUGK WHEELS BE USl:D TO GOMPAc.T BAc.KFILL. E. PROVIDE SAND BAC;KFILL A MINIMUM OF 6 INCHES OYER AND UNDER ALL PIPINIS UNDER PAYED AREAS. TREES ro BE PLANTED A APPROVED FOR. PL.ANTINe AND IR.R.leATION ONL.'I', ~ CITY OF CARLSBAD I SHEETS I -------,---------,,-----,,--------4-M_I_N._OF~3_'_o_u~r_o_F_R._.o_.H._J___1N_c._1-u_D_IN_e_PRE_c._1_2E_Loc_A_r_1o_N_o_F_P_L_A_NT_IN_e_AAEA __ s_._j L__".!_j PLANNING DEPARTMENT I e, DRAWN JR \\DBCA,o APPROVED MM "AS-BUILT" IRR/6A noN SF'EC,/FICA noNS 04-23-0 JR DEH REQUESlEO DETAILS ac RE\IISION CLOUD "'-ood~ let, SUB 09-01-06 DATE 2nd.. SUB 11-16-06 '<i 3rd. SUB 03-12-07 TITLE: BRESSI RANCH CORPORA TE CENTER PROJECT ENTRY STATEMENT (> <I> "' -"'n .., ....... '1th. SUB 04-24-07 * 10-24-07 JOB NO. 06-113 DATE 07-25-06 SCALE AS SHOWN RECEIVED BY: INSPECTOR DATE 1-----+--+----------------l----+---+---1---11-AP_P_R_o_VE_D ______________ _ 1-----+--+----------------1------1---+---1---I ::;P;;;L;:A;::NN;;,l:;:NG=::::==:;-;:::=======~:::D::A::::TE:::::=::::; DWN BY: ---PROJECT NO. DRAWING NO. 2~ ~r--C. T 02-15 446-IL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL IRRIGATION 5PEC.IFIC.ATIONS (C.ONT 1D) :5.04 PIPIN5 A. PIPIN5 IJNDER EXISTIN5 PAYS-1ENT MAY 61; INSTALLED 6i' J.¼KIN6, 60RJN6, OR H'1'DFI.AIA.IC. DRIVING. NO H'T'DRAIJLIC. DRIVING 15 PERMITTED LINDER. A5PHALT PA\ll:J-'IENT. B. GUTTIN5 OR BREAKIN6 OF EXISTING PAYS-1ENT IS NOT PERMITTED. C.. C.AAEFIJLLY INSPEc.T ALL PIPE ANO FITTINGS BEFORE INSTALLATION, REMOvlN5 DIRT, SGALJ:, BURRS REAMING. INSTALL PIPE J,,IITH ALL MARKINGS UP FOR VISUAL INSPEc.TION AND VERIFIC.ATION. D. Ra-lOVE ALL DENTED AND DAMAeED PIPE SEc.TIONS. E. ALL LINES SHALL HAVE A MINIMUM C.LEAAANc.E OF 6 INCl-6 FROM EAc.H Ona! AND 12 !Ne.HES FROM LINES OF Ona! TRADES. F. PAAAL.La LINES SHALL NOT Elf INSTALL.B:1 DIRECTL i' OVER EAc.H OTHER IS. IN SOL\ll;NT WELDING, USE ONLY THE SPEGIFIEO PR.IMER. ANO SOL\ll;NT c:&IENT AND MAKE ALL JOINTS IN STRIC.T Ac.GORDANC-E HITH THE MANUFAC.TURER'S ~ METHODS INc.l..UDING HIPINIS ALL EXC-ESS SOL\ll;NT FROM EAC.H i'IELO. ALLOH SOL\ll;NT mDS AT LEAST 15 MINUTES SE11JP Tll1: 6f;f0Rf MOVINIS OR HANDLINIS AND :24 HOURS GLJRJNIS TIME 6EFORE FILLINIS. H. PVC. PIPE SHALL 61; INSTALLEO IN A MANNER Hl-llc.H HILL PROVIDE FOR EXPANSION C.ONlRAc.TION AS RfGOMMENDfD 6i' THE PIPE MANIJF AC, TiJRER I. C.ENTERLOAD ALL PLASTIC, PIPE PR.IOR TO PRl35IJRE TESTINIS. J. ALL T1-RADED PLASTIC,-TO-PLASTIC, c.oNJ-l::C,TIONS SHALL 6E AS5EM6LED USINc:; TB'LON TAPE OR TfFLON PASTE. K. FOR PLASTIC,-TO-METAL C.ONNECTIONS, J,,IORK THE METAL c.oNNEc.TIONS FIRST. USE A NON-HAADENIN5 PIPE: DOPE AN ALL T1-RADED PLASTIC,-TO·METAL C.ONNEG.TIONS, EXC-EPT HHERf NOTED OTHERl'11SE. ALL PLASTIC,-TO·METAL c.ONNEc.TIONS SHALL 61; MADE WITH PLASTIC FEMALE ADAPTERS. L. ALL C.ONNECTIONS l:lETWml PVC LATfRAL LINES SHALL 6E Ml'De USING Sc.H. 40 PVC. FITTINISS HITH C.O~ION ADAPTfRS. ALL C.ONNEc.TIONS BETHEEN Dl<JPPEFU.INES TO 61; MADE USINIS COJ-f'RESSION FITTINISS OF MANUFAc.~ OF THE DRIPPEFU.INE. USE NO PIPE DOPE, TB'LON TAPE, PR.IMER. OR SOL\ll;NT c.EMENT ON WMPRESSION FITTINGS. :5.05 c.ONTWLL.ER A TI-if EXAc.T LOCATION OF THE CONTROLLER SHALL BE~ BY THE LAN1'Sc.APE AACHITfCT OR OJ!'KR'S AIJTl1oRIZED REPRESENTATIVE ElEFORE INSTALLATION. THE ELEc.TRIC.Al SERVIC,f SHALL Elf COORDINATED J,,IITH THIS LOC.ATION. B. THE IRRl6ATION C.ONTRACTOR SHALL Elf RESPONSIBLE FOR THE FINAL ELEc.TRICAI. HOOK UP TO IRRl6ATION CONTROLLER C.. THE IRRl6ATION SYSTEM SHALL Elf PR06RAl+IED TO OPERATE DIJRINIS THE PERIOD!! OF MINIMAL USE OF T1-E DESIISN ARl:A D. INSTALL C.ONTROLLER ENC-L051.JRE AS~ BY' THE MANIJFAc.TURER :5.06 C.ONTROL HIRINIS A LOH VOLTAISE C.ON1ROL HIR.lt-19 SHALL ocaFY' THE SAME TRENCH AND SHALL 61; INSTALLEO ALONIS THE 5AME ROUTE AS THE ~ SIJPPL.Y' LINE!! WHE1£VER POSSIBLE. B. l'KRE MORE THAN ONE HIRE 15 f'I.AC,fD IN A TRENc.H, THE HIRINIS SHALL 6E TAPED ToeETHER IN A BUNDL£: AT INTfRVALS OF 10 FEET. BUNDLE SHALL BE SEc.URED TO 1HE MAINLINE HITH TAPE AT INTfRVALS OF :20 FEET. C.. ALL C.ONNEc.TIONS SHALL BE OF AN APPROVED TY'PE AND SHALL OC,C,iJR IN A VALVE BOX. PROVIDE AN I& INC,H ~CE LOOP AT EAc.H ~TION. D. AN EXPANSION LOOP OF 12 INCHES SHALL Elf PROVIDEO AT EACH WIRI: C.ONNfc.TION AND/OR DIREc.TIONAL c.HANef, AND ONE OF 24 INCl-6 SHALL Elf PROVIDEO AT EAC.H REMOTE C.ON1ROL VALVE. E. A WNTINIJOUS RUM OF WIRE SHALL Elf IJSEO 6ETWEEN A C.ONTWLL.ER AND EAC.H REMOTE C.ONTROL VAL VE. UNDER NO C,ll<CUMSTANCES SHALL Sf'LIC,ES Elf USEO J,,IITHOUT PRIOR Af'Pl<O\/Al. :5.01 VALVES A. AUTOMATIC, C.ONTWL VALVES, BALL VALVES, !SATE VALVES, AND QUICK c.oUPLER VALVES SHALL Elf INSTALLED IN THE APPROXIMA Tl! LOCATIONS INDICATED ON THE DFI.AHINGS. B. VALVE SHALL Elf INSTALLEO IN 5HRIJl3 ~ HHENEVER POSSIBLE. C,. INSTALL ALL VALVES AS INDICATED IN THE DETAIL DFI.AJ,,IINISS. D. VALVES TO Elf INSTALLEO IN VALVE BOXES SHALL Elf INSTALLEO ONE VALVE PER BOX. E. ~ C.ON1ROL VALVES AND Gll.llCK COUPLER VALVES SHALL Elf ISOLATED FROM THE MAINLINE BY' A BALL VALVE SIZED PER THE LAAGEST RC..V. IN THE MANIFOLD OR I 1/2 INc.H FOR G.C..V. 'S. :5.0& VALVE BOXES A. VALVE BOXES SHALL Elf INSTALLEO IN SHRUB ~ VKNEVfR POSSIBLE. B. EAc.H VALVE BOX SHALL Elf INSTALLED ON A FO\JHDATION OF :5/4 INCH GRAVEL BACKFILL, 2 Cl.elC, FEET MINIMUM. VALVE BOXES SHALL Elf INSTALLEO J,,ilTH THEIR TOP5 1/2 it,JC,H Af30,lf 1HE SURFAC,f OF SURROUNDINIS FINISH eAADE IN w,JN AREAS AND :l !Ne.Ha Af30,lf FINISH eRADE IN GROUND c.ovER AAV.5. :5.oq B.AGKFLOW PRE\l'ENTER5 A. INSTALL BACKFLOW PRE\ll;NTER UNIT A5 INDICATEO IN THE DETAIL DAANINISS. B. INSTALL BACKFLOH A55EMl31..IES AT LOC.ATIONS APPROVEO IN THE FIEI.O AND AT HEIISHT REQUIRED 6Y' LOC.Al CODES. C,. INSTALL i'h'E STRAINERS AND PRESSURE REet.lLATORS ON THE BAc.KFLOH ASSEMBLY. D. IF BACKR.OH PRE\ll;NTER IS INSTALLED ADJ.¼ENT TO A BIJILDINIS, HALL, OR OTHER. 065TRIJC,TION, INSTALL UNIT SO THAT THE TEST C,OC,KS ARE FACIN5 Oli!WAAD J,.J,lAY' FROM TH; 065TRIJC,TION. E. INSTALL BACKFLOW ENc.LOSIJRE AS REc.aMMfNDEO BY' THE MANUFAC.11JRER ~,,11 -Ill·.· . . . .. C o www.gmplandarch.com LANDSCAPE ARCHITECTURE & PLANNING 9404 Genesee Avenue Suite 140 La Jolla California 92037-1353 Tel 858 558 8977 Fax 858 558 9188 :5.10 SPRINJQ..ER HEADS A. SPR.INKLER HEADS SHALL BE INSTALLEO A5 IHDlc.ATED ON THE DRAHINISS. B. 5PACINIS OF HEADS SHALL NOT EXC-EEO MAXIMUM INDICATEO ON THE DFI.AJ,,IINGS. C,. RISER NIPPLES 5HALL Elf OF THE SAME SIZE AS THE RISER OPENINIS IN THE SPR.INKLER BOOY. D. POP-UP SPRINKLER HEADS SHALL NOT Elf INSTALLEO USINIS SIDE OUTLET OPENINISS. E. RISER NIPPLES ON Rfc.YC.l.ED J,,IATI;R S'!'STEMS SHALL Elf IDENTIFIED HITH ADHl=SIYE VIN'!'L MARKERS 6ELOW 5PRINKLER HEAD ANO A MINIMUM OF 10 !Ne.HES Af30,lf FINISH GRADE. :5.11 MISCELLANEOUS Eei!.JIPMENT A. INSTALL ALL ASSEMBLIES SPEC,IFIEO HEREIN ACCORDINIS TO THE RESPEC,TIVE DETAIL DFI.AJ,,IINISS OR 5PEC,IFICATIONS, USINIS BEST STANDARD PRACTlc.ES. B. Ci!.JICK COUPLER VALVES SHALL 6E SET APPROXIMATELY' 12 !Ne.HES FROM J,,IALKS, c.uR65, HEADER BOARDS, OR PAVEO AREAS !«RE APPLIC.ABLE. C,. UNLE55 DESIISNEO AS AN INTE6RAL PAAT OF THE IAAIISATION HEAD, ANTI-DRAIN VALVES WILL 6E INSTALLED UNDER EVERY' HEAD. 1HE ANTI-DRAIN VALVE J,,IILL Elf TH; SAME DIAMETER AS THE RISER AND 6E INTEeRAL TO THE RISER ASSEMBLY'. D. INSTALL AAIN 5fN50R A5 INDIC.ATED ON THE DFI.AJ,,IINISS ANO AS REc.OMMENDED Bi' THE MANUFAc.11JRER :5.12 FLUSHINIS THE SYSTEM A. PR.IOR TO INSTALLATION OF SPRINKLER NOZZLES, THE VALVES SHALL 6E OPENED AND A RILL HEAD OF J,,IATfR LISfD TO FLUSH OUT THE LINES AND RISERS. B. SPRINKLER NOZZLES SHALL BE INSTALLED AFTER FUJSHINIS THE Si'STEM HAS BEEN c.oMf'l.E'TED. :5.1:5 ADJUSTING THE SYSTEM A. C.ONlRAc.TOR SHALL AD...IJST VALVES, ALIISN HEADS, AND CHEc.K COVER.A6E OF fAC,H SYSTEM PRIOR TO c.aVERAISE TEST. B. IF IT IS DETER.MINEO BY' THE LAND5CAPE ARc.HITfCT OR OWNER'S AUTHORIZED REPRl:5ENTATIVE THAT ADDITIONAL ADJJSTMENTS OR NOZZLE CHANISES HILL 6E REGUIRED TO PROVIDE PROPER c.aYERA6E, ALL NEc.E95ARi' C.HAN6ES OR ADJUSTMENTS SHALL 6E MADE PRIOR TO ANY' PLANTINIS. C.. THE ENTIRE SYSTEM SHALL Elf OPEAATINIS Pl<OPERL Y' BEFORE ANY' PLANTINIS OPEAATIONS C,OMMl:NC,E. D. AUTOMATIC, C.ONTROL VALVES ARE TO BE ADJJSTED SO THAT 11£ 5PRINKLER HEADS OPERATE AT Tl£ PRE55IJRJ: REc.aMMENDED BY' THE MANUFACTURER :5.14 TESTINIS AND 065ERVATION A. DO NOT ALLOJ,,1 OR C.AUSE ANY' OF THE 1-i,F?K OF nilS SEGTION TO BE Wv'ERED UP OR ENc.LOSED UNTIL IT HAS BEEN OBSERVED, TESTED AND Ac.c.EPTED BY' THE LAN1'Sc.APE AP..::;HJTfCT, 0~ AND OOYERNINIS AeENCIES. 6. THE C.ONTRACTOR SHALL BE 50LEL i' RESPONSIBLE FOR NOTIFYINIS THE LAND5CAPE AAGHITfC, T, OJ.'lNER, AND eOVER.NINIS A5ENCIES, A MINIMUM OF 4& HOURS IN A!NA'J'C,f, l'KRE AND H-iEN THE HORK 15 READY' FOR TESTINIS. C.. HHfN rt£ SPRINKLER :,i'STEM IS CCMPLETED, rt£ C.ONTRACTOR SHALL PERFORM A GCVEAAEiE TEST OF EAc.H SYSTEM IN ITS ENTIRETi' TO Dflt:F<MINE IF THE J,,IATfR c.ovERAeE FOR THE PLANTED~ 15 COMPLETE AND ADEGll.lATE IN THE PRESENC,f OF THE LANDSC,APE AACHITfCT. D. THE C,ONTRAC,TOR SHALL FURNISH ALL MATERIALS AND~ ALL HORK REQUIRED TO c.oRRfc.T ANY' INADEGUACIES OF c.avEAAeE DUE TO DEVIATIONS FROM THE Pl.ANS, OR~ THE SYSTEM HAS BEEN WILLFULLY' INSTALL.B:1 AS INDICATEO ON THE DFI.AJ,,IINISS HHEN IT 15 06VIOJSL Y' INADEGllJATE, WITHOUT BRINISINIS nilS TO THE ATTENTION OF THE LANDSCAP!; AACHITfCT. THIS TEST SHALL 6E AC,c,EPIEO BY' THE LANDSC,APE AR.c.HITECT AND Ac.c.oMPLISHED !lfFORE 5TAATIN5 ANY' PLANTINIS. E. FINAL INSPEc.TION J,,IILL NOT C.OMMl:NC,f J,,IITHOIJT REc.ORD DAANINISS AS PREPARED BY' THE IRRIISATION C.ON1RAc.TOR. 3.15 MAINTENANC,f DURINIS THE MAINTENANc.E PERIOD THE C,ONlRAC,TOR SHALL ADJJST AND MAINTAIN THE IRRIGATION S'!'STEM IN A FULLY' OPERATIONAL C.ONDITION PROVIDINIS c.aMPLETE IAAIISATION c.aVERA6E TO ALL INTI:NDED PLANTINISS. :l.I6 COMPLETION C,LfANINIS CLEAN-UP SHALL Elf MADE AS EAc.H PORTION OF THE J,,IQRK PROORE55ES. REFUSE ANO EXC-ESS DIRT SHALL BE R.EMOVEO FROM THE 5111:, ALL J,,IALKS ANO PAVINIS SHALL Elf BROOMED, AND ANY' DAMAISE SIJST AINEO ON THE J,,IQRK OF OTHERS SHALL BE REPAIRED TO ORIISINAL C.ONDITIONS. END Of SECTION GENERAL GMP IRRIGATION NOTES I. ALL LOC.AL MUNICIPAL AND STATE LAJ,JS, RULES AND REe;ULATIONS OOVERNINIS OR Ra.ATINS TO ANY PORTION OF THIS HORI< ARE HEREBY' INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND n-+EIR PROVISIONS SHALL 6E CAAAIED OUT 6'1" THE CONTRAc.TOR. IN CASE OF CONFLICT 61:THEEN n-+E SPfG.IFICATIONS, DRAHIN65, AND/OR CODE, THE MORE STRIN5ENT REGUl~NT SHALL PREVAIL. 2. THE CONTRACTOR SHALL VERIFY' n-+E LOC.ATIONS OF ALL EXISTINS UTILITIES, STRLJC,TURES AND SERVICES 6EFORE COMMENCINIS WORK THE LOCATIONS OF UTILITIES, STRLJC,TURES AND SERVICES SHOHN IN n-+ESE PLANS ARE APPROXIMATE ONLY. ANY' DISCREPANC.IES 6ETHEEN n-+ESE PLANS AND ACTUAL FIELD CONDITIONS SHALL 6E REPORTED TO THE Oi"INER'S REPRESENTATIVE. :5. THE CONTRACTOR SHALL 06TAIN n-+E PERTINENT EN<SINEER.INS OR ARc.HITEC,11JRAL PLANS BEFORE 6EGINNIN<S WORK. 4. THE CONTRAc.TOR SHALL 06TAIN ALL NECESSARY PERMITS REGUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE 6E<SINNING WORK. 5. THE MAINLINE AND SLEEVING IS DIAISRAMMATIC,. ALL PIPINS IS FOR DESIISN CLARIFICATION ONLY' AND SHALL 6E INSTALLED HITHIN LIMIT OF HORI< SOUNDARIES AND IN SHRU6 PLANTING AREAS HHERE POS5I6LE. AVOID ANY' CONFLICTS 6ETHEEN n-+E SPRINKLER SYSTEM, PLANTING AND ARC,HITEC,TURAL FEA 17.JRES. 6. IRRl<SATION EGUIPMENT AS SHOHN IS DIAeAAMMATIC.. INSTALL ALL n-+E IRRIISATION REMOTf CONTROL VALVES, GUICK C,OIJPLERS, MASTER VALVES, FLOW SENSORS, 6ACKFLOl'6, AIR/VACUUM DEVICES, 6ALL VALVES, AND ANCILLAA'!' EGUIPMENT, IN SHRUB PLANTING AREAS HHEN FEASl61.E: OR AS APPROVED 6'1" Oi"INER'S REPRESENTATIVE AND n-+E LANDSCAPE IRRIGATION DESIISNER. i. DO NOT HILLl9JLL'f INSTALL ANY' EGUIPMENT AS SHO>"IN ON n-+E PLANS HHEN IT IS 06VIOUS IN n-+E FIELD THAT UNKNOHN CONDITIONS EXIST THAT HERE NOT EVIDENT AT THE TIME THESE PLANS HERE PREPARED. ANY' SUCH C.ONDITIONS 5HALL 6E 6ROUISHT TO THE ATTENTION OF THE Oi"INER'S REPRESENTATIVE PRIOR TO AN'!' WORK OR n-+E IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPON5161LITY' FOR ANY' FIELD c.HANISES DEEMED NECESSARY' 6'1" THE OHNER. e,. INSTALL ALL EGUIPMENT AS SHOHN IN THE DETAILS AND SPfG.IFICATIONS. C.ONTRACTOR SHALL 6E RESPON5161.f: TO COMPLY HITH LOC.AL CITY, C,OUNTY AND STATE REGUIREMENTS FOR BOTH EGUIPMENT AND INSTALLATION. 'I. ACTUAL LOC.ATION FOR THE INSTALLATION OF n-+E 6ACl<FLOH PREVENlcR, Rfc.'(C,lED CROSS C.ONNfC.TION TEST VALVE, PUMP STATION AND n-+E AUTOMATIC. CONTROLLER 15 TO 6E DETERMINED IN THE FIELD 6Y n-+E OHNER'S AUTHORIZED REPRESENTATIVE. 10. C.ONTRACTOR IS TO PROVIDE THREE (;!) ADDITIONAL PILOT WIRE:! AND ONE (I) COMMON HIRE TO THE END OF n-+E MAINLINE RUN IN TWO DIRECTIONS FROM n-+E CONTROLLER THE ADDITIONAL HIRE SHALL 6E EXTENDED 10', MAKING A COIL TO FIT INSIDE A Rfc.TANOOLAR RJLL BOX. LA6EL n-+E LID OF n-+E f'IA..L BOX 'SW'. II. ALL PIPE UNDER PAVED AREAS, HARDSCAPE, OR AS DIREc.TED 6'1" OHNERS REPRESENTATIVE TO 6E INSTALLED IN SLEEVING, TJ,IIIC,f n-+E DIAMETER OF PIPE OR HIRE 6UNDLE C.AAAIED. ALL 2" AND :5" SLEEVINS SHALL 6E PVC.1220 SCH. 40, TYPE I, ISAADE 2 MATfRIAL CONFORMING TO ASM STANDARD D·liE>5-4. ALL 4' AND L.AR<SER SLEEVING SHALL 6E PVC,1220 CL.ASS 200 SDR:!I, TYPE I, <SAADE 2 MATERIAL CONFORMING TO ASTM STANDARD D-2241. SLEEVES UNDER BROV'l DITCHES SHALL 6£: ENCASED IN CONc.RETE A MINIMUM OF 6" THIC.K ON ALL SIDES OF PIPE. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDISE OF PAVINS. 12. ALL GUIC.K C.OUPLER VALVES TO 6E INSTALLED IN SHRJ.e OR eR0UND COVER AREAS l"IHERE POS516LE. ALL GUICK COUPLER VALVES TO 6E INSTALLED AS SHOHN ON THE INSTALLATION DETAILS. INSTALL ALL GIJIC,K COUPLER. VALVES HITHIN I&' OF HARDSCAPE. 13. ALL HEADS ARE TO 6£: INSTALLED WITH THE NOZZLE, SC.REEN AND AR.CS SHOHN ON THE PLANS. ALL HEADS ARE TO 6E ADJUSTED TO PREVENT OVERSPAA'!' ONTO 13UILDINGS, l'lALLS, FENCES AND HARDSCAPE. THIS INCLUDES, l3UT NOT LIMITfD TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SC.REH, REPLACEMENT OF PRESSURE COMPENSATING SC.REENS, REPLACEMENT OF NOZZLES HITH MORE APPROPRIATf RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH AD.JJSTAEILE ARC UNITS. HHEN VER.TIC.AL 065TRLJC,TIONS /PROPS, STREET LIGHTS, 1REE5, ETC.J INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS PREVENTING PROPER COVER.ASE, THE IRRIISATION CONTRACTOR SHALL FlaD ADJUST n-+E SPRIN~ER SYSTEM 6'1" INSTALLINIS A GUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF n-+E 06STRLJC,TION SO AS TO PROVIDE PROPER COVERAISE. ALL ADJUSTMENTS SHALL 6E MADE AT NO ADDITIONAL COST TO n-+E OHNER 14. THE IRRIGATION CONTRACTOR SHALL ADJUST n-+E PRESSURE REOOLATOR ON EACH ELEc.TRIC, CONTROL VALVE SO THAT n-+E SPRIN~ER HEAD FARTHEST AND HIGHEST IN ELEVATION FROM ITS RESPEc.TIVE CONTROL VALVE OPERATES HITI-ilN THE OPERATINIS PRESSURE SHOHN ON n-+E IRRIGATION LE<SEND. NOT TO EXCEED FIVE (5) PSI A60\IE THE 6IVEN OPERATIN6 PRESSURE FROM n-+E SPfG.IFIED PRESSURE LOCATED ON n-+E IRRIGATION LEGEND. 15. THE IRRIGATION SYSTEM DE5I6N 15 6ASED ON n-+E MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOH DEMAND SHOHN ON THE IRRISATION DRAHINGS AT EACH POINT OF CONNfC.TION. THE IAAIISATION CONTRACTOR SHALL VERIFY' HATER PRESSURE VIA DIREc.T FIELD MEASUREMENT PRIOR TO CONSTRLJC,TION. REPORT ANY DIFFERENCE 6ETHEEN THE rlATER PRESSURE INDICATED ON THE DRAHINGS AND n-+E ACTUAL PRESSURE READINIS AT n-+E IRRIISATION POINT OF CONNECTION TO THE OHNER.'5 AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFfRENC.ES ARE NOT REPORTED PRIOR TO START OF CONSTRLJC,TION, n-+E IRRISATION CONTRAC.TOR SHALL ASSUME FULL RESPONSl61LITY' FOR AN'!' REVISION5, AND C05TS ASSOc.lATED HITH SAID REVISIONS. 16. SHOULD FIELD CONDITIONS REGUIRE PIPE INSTALLATION OTHER THAN THAT SHOHN ON PL.ANS, n-+E CONTRACTOR SHALL LIMIT EXCESS FLOW AND SIZE ALL PIPE NOT TO EXCEED A VELOC.ITY' OF 5 FEET PER SECOND (FPS) IN PVC PIPE AND CAST IRON PIPE. FLOW THROUISH ANCILLARY' EGUIPMENT, STEEL AND COPPER PIPE SHALL NOT EXCEED A VELOC.ITY OF 1 ,l!z FPS. ALL ADJUSTMENTS SHALL 6E MADE AT NO ADDITIONAL C.OST TO THE Oi"INER. Ii. El.Ec.TRICAL POHER SOURCE FOR THE IAAl<SATION C.ONTROLLER AND/OR BOOSTER PUMP 5HALL 6E PROVIDED UNDER THE ELECTRICAL SECTION OF THE SPECIFICATIONS. IT SHALL 6E THE RE5PONSl61LITY' OF THE IAAIISATION CONTRAc.TOR TO COORDINATE ELEc.TRICAL SERVICE HITH THE 6ENERAL CONTRACTOR AND SHALL MAKE n-+E FINAL CONNECTION FROM THE ELEc.TRICAL SOURC.e TO n-+E CONTROLLER AND/OR BOOSTER PUMP. TREES TO BE PLANTED A MIN. OF :S' OUT OF R.0.H . APPROVED FOR PLANTING AND IRRIGATION ONLY, INC.LUDING PR.EC.15E LOC.ATION OF PLANTING AREAS. ~ CITY OF CARLSBAD ~ DRAWN JR APPROVED .-----------,,-., A_S_B_U_I_L T-..,,--------+□-4--2-J--□.--JR-rDc:::E-H ccRE::-:Q-,UE=sTE=D=-=1DE=TAlc::L-::-S-:&-:R=Ec:::\IIS::-:IO::-:N-:CL:-:o::-:u□:---A-,.i,.-,---,---r---r--t /RR/6A T/ON SPEC/ FICA T/ONS ~ PLANNING DEPARTMENT ~ MM let. SUB 09-01-06 DATE 2nd. SUB 11-10-00 3rd, SUB BRESSI RANCH CORPORA TE CENTER PROJECT ENTRY STATE/v/ENT TlllE: __________________ l----+----l---------------+----t---i---1i---; :C=====c=================, 03-12-0'1' i----,-------;:;;::-;;:-;=;;--;;:;;:-;:;-;-;--------1----11---+----------------+--+---t---+---t I APPROVED I 4th. SUB o•-••-01 RECEIVED BY: ¥YI.AR SUB 10-24-07 PLANNING DATE JOB NO. 08-113 DATE 07-25-08 SCALE AS SHOWN INSPECTOR DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: I PROJECT NO. I DRAl'llNG NO. DATE INITIAL DATE INITIAL CHKD BY: CT 02-15 CITY APPROVAL RVWD BY: 446-IL OTHER APPROVAL ......_ ~ <:. ~ ~ I ) \ \ \ \ \ \ \ \ \ • \ \ \ // ~ CUR6 LOCATION -- \ ' • r PROPERTY LINE RECYCLED WATER PUMP STATION \ \ o. BE REPLACED IF DAMAGED __ -----------1:bftN 1oT~l~L~o5~ NQE SIZE TREES ----QTY. NOTE, EXISTINIS LANDSCAPE ~ ALONG EL CAMINO REAL AND PALOMAR AIRPORT ROAD J+IERE DAMME MAY OCCUR SHALL BE REPLACED/REPAIRED PER DRAHING 4II-1L. 14 6 6 8 • •• • ACACIA MELANOXYLON / BLACKWOOD ACACIA PHOENIX CANARIENSIS / CANARY ISLAND DATE PALM SCHINUS MOLLE / CALIFORNIA PEPPER TREE TRISTAN IA CONFERTA / BRISBANE BOX 24" BOX 16' B.T .H . 36" BOX 24" BOX EXISTING SCHINUS MOLLE / (5 SHOWN AS EXISTING) CALIFORNIA PEPPER TREE REF. B&C D B&C B&C PLANTING NOTES: A. BARK MULCH - THE CONTRACTOR IS TO PROVIDE 3" DEPTH MEDIUM GRIND REDWOOD CHIPS IN ALL SHRUBS AND GROUND COVER AREA: LESS STEEP THAN 3:1 EXCEPT IN AREA TO RECEIVED HYDROSEED AS INDICATED ON THE PLANS. SUBMIT A SAMPLE FOR THE LANDSCAPE ARCHITECT AND CITY INSPECTOR APPROVAL PRIOR TO BULK DELIVERY TO JOBSITE. AVAILABLE FROM: RECYCLED WOOD PRODUCTS (714) 841 - 6989. B. ROOT BARRIER - THE CONTRACTOR IS TO PROVIDE ROOT BARRIERS FOR ALL TREES PLANTED WITHIN 5'--0" OF ANY HARDSCAPE INCLUDING 'V' DITCHES AND ENTRY MONUMENT. ROOT BARRIERS DEPTH TO BE MINIMUM 24" AND RUN CONTINUOUS ALONG CURBS, SIDEWALK, 'V' DITCH AND / OR ENTRY MONUMENT AT A MINIMUM OF 10'-0" FROM THE CENTER OF THE TREE IN BOTH DIRECTIONS. SUBMIT SAMPLE TO THE CITY INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION. C. SOIL PREPARATION - REFER TO PLANTING SPECIFICATIONS FOR SOIL PREPARATION NOTES. D. ORNAMENTAL AND FUEL MODIFICATION SLOPE COVER CROP -STANDARD #1 - ALYSSUM 'VOILETQUEEN' (PURPLE ALYSSUM SEED TO BE APPLIED AT A RATE OF 6 POUNDS PER ACRE. E. CITY ENGINEERING REVEGETATION NOTES - STRAW MESH SHALL BE REQUIRED ON ALL SLOPES WHEN PLANTING OCCURS BETWEEN APRIL 15 AND AUGUST 15. MESH SHALL BE FROM 48" WIDE ROLE. ACCEPTABLE MANUFACTURER AREA: SLOPES 6: 1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS. STANDARD· #1 -COVER CROP/REINFORCED STRAW MATTING: NOTE: CALIFORNIA PEPPERS ARE EXISTING. CONTRACTOR TO REPLACE COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MI X FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROPISHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. IN KIND IF DAMAGED DURING CONSTRUCTION EXISTINIS CALIFORNI,..., PEP FER.::, ALONIS PALOMAR AIRPORT ROAD AS SHOYl!-1 Af30\/E SYMBOL BOTANICAL / COMMON NAME SIZE SPACING SHRUBS QTY. ' ,.._, > ' _,,,. \,,,. 205 849 174 316 150 ,,,.,.......,\ ,,,.-NOTE, '"" ,,,.~ \ UPON COMPLETION Ory)f\U. FINE SAADING HORK AND SOIL PREPARATION, PERFORM 1'£ED ~ I \ CONTROL MEASl.,f(ES/1,S FOLLOYE>, \ \ A I~I5ATE AW/AREAS DESl5NATED TO BE PLANTED FOR A MINIMJM OF 10 · MINUTES F~R ING, Tl'lO SETTINGS PER DAY FOR SEVEN DAYS TO 5ERMINATE ALL __ \ ~__creED SEED . 16!..E""'. ~~ \ B. APPL ::1 A .; ACT l'£ED Kill.ER AND AL.LOH SUFflCIENT TIME TO 06TAIN \~. --~-~-~-~~1:_D_:_ _________________ _ ----c/, ~---~A'!" STEP 6 Af30\/E. -,, I \ 0 CIT) e © 11111 1111 1111 • + • + • + ....... • • + + • • • • • • • + • • • + • • • I I ~ ARBUTUS UNEDO 'COMPACTA' / 5 GAL. STRAWBERRY TREE (6-8' TALL+ 5-6' WIDE) HEMEROCALLIS HYB. / EVERGREEN DAYLILY RHAPHIOLEPIS I. 'MAJESTIC BEAUTY'/ INDIA HAWTHORN STRELITZIA REGINAE / BIRD OF PARADISE PHORMIUM T. 'ATROPURPUREA' / NEW ZEALAND FLAX MYOPORUM PARVIFOLIUM / NCN TRACHELOSPERMUM JASMINOIDES / STAR JASMINE MARATHON II ANNUAL COLOR PELARGONIUM PELTATUM / IVY LEAVED GERANIUM 1 GAL. SGAL. 15 GAL. SGAL. FLATS 1 GAL. SOD 4" POTS PLANT 48" O.C. PLANT 24" O.C. PLANT 48" O.C. PLANT 36" 0 .C . PLANT 42" O.C . PLANT 16" O.C . PLANT 24" O.C. 16" 0 c . HYDROSEEDING IRRIGATED HYDROSEED MIX 'A' ALYSSUM 'CARPET OF SNOW POUNDS/ACRE 8 ALYSSUM'ROYALCARPEr 8 JI£:-,_ DENOTES SOIL SAMPLE LOCATION (2 TOTAL)-REFER TO PLANTING NOTES, ":JIii' ITEM 'H', SHEET 14 FOR ADDITIONAL INFORMATION ---- NOTES: DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. 1. ON-CEN TER SPACINGS NOTED ON THE PLANT LEGEND TAKE PRECEDENCE OVER PLANT COUNTS OR SYMBOLS SHOWN ON THE DRAWING. 2. CONTRACTOR TO SUBMIT SOIL PREPARATION AND BACKFILL SPECIFICATIONS TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL AT LEAST FOURTEEN (14) DAYS PRIOR TO INSTALLATION OF SOIL PREPARATION OR PLANT MATERIALS. 3. PROVIDE 24" DIAMETER MULCH AREA AT BASE OF TREES IN TURF AREAS. 4. ALL PLANTING AREAS EXCLUDING TURF SHALL BE HYDROSEEDED WITH THE ABOVE LISTED BRESSI RANCH SLOPE REVEGETATION HYDROSEED MIX PER STANDARD #1 OR CITY ENGINEERING REVEGETATION NOTES. 20 10 0 ,40 60 ------------ec:.ALJ!!!!: I II. ::zo I DETAIL REF. E E E E E F&G F&G % #2 -GROUND COVER: ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTING WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDIN G CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-314 INCH LINERS) SHALL COVER A MIN IMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). #4 -TREES AND/OR LARGE SHRUBS TREES ANO/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1 ) PER TWO HUNDRED (200) SQUARE FEET. SLOPES -6:1 OR STEEPER AND: A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. 8. 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. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) 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. MINIMUM PURITY/GERM. 98/80 B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. 98/80 1. LUDLOW COMPANY 2. INDIAN VALLEY INDUSTRIES (800) 659 -511 1 3. GRIFFITH BAG COMPANY (800) 433 -2615 STAPLES ARE TO BE 11 GAUGE, 6"X1"X6" LOOP WIRE. INSTALL MESH PER MANUFACTURERS RECOMMENDATION. NQl"E CONmAGTOk SHALL CONTACT THE LANDSCAPE ARCJ-IITEC,T PRIOR TO BE51NNINe LANDSc.AFE 1-lORK SO THAT THE LANDSc.APE ARCHITECT CAN REVIEJ,,I THE PRO...ECT UTILITY LOCATIONS AND REVISE PLANS ACGORDINaL Y TO FULL "I" SC.REEN ALL UTILITIES F~M VIEW. CON'T'RACT~LOFEk 15 TO CONTACT THE CITY FOR FINAL INSF'l:CTION OF THE LANDSCAPE ONCE ALL io'lOF<.I< 15 COMPLETE. CONTRACTOR TO PLANT TREE BASINS WITH 6kOI.JNDC,O\/Ek. SEE DETAIL C/SHEET 1:5 • !"LANTIN6 AREAS OUTSIDE LIMIT QF 1-lORK THAT HAVE BEEN DAMAGED DUR.INS CONSi1'WGTION SHALL BE REPLANTED PER APPkOVED LANDSCAPE PLANS. CONTACT 51LLESFIE, MOODY, PATTEkSON (ese)sse-&:rrr TREES TO BE PLANTED A MIN. OF 3 ' OUT OF R.OY'I. APPROVED FOR PLANTIN5 AND IRRl5ATION ON!.. Y, INCUJDINe F'Rf(;l5E LOCATION OF PLANTINe AREAS. ~ CITY OF CARLSBAD I SHEETS I L___!_!_J PLANNING DEPARTMENT It, ~----------------------+---~--~-----.L---------~~~--~--~--~---1 " AS-BUILT" DRAWN JR 0+-2:5--0 JR DEH REQUESTED DETAILS & RE"1SION CLOUD www.gmplandarch.com tOICAp APPROVED MM LANOSC,APE PLANTIN6 PLAN ""'Dd)' ll!lt, SUB 9404 Genesee Avenue 2nd. SUB ~ ... 3rd. sue .. "' Suite 140 La Jolla -i Nn ... ..... <I-th. SUB LANDSCAPE California 92037-1353 • * MYLAR SUB ARCHITECTURE Tel 858 558 8977 JOB NO. & PLANNING CA\.\ DATE Fax 858 558 9188 SCALE 09-01-08 DATE 11-16-08 03-12-0? TITLE: 04-2.f.-O? RECEIVED BY: 10-24-0? 06-113 07-20-06 AS SHOWN INSPECTOR DATE BRESSI RANCH CORPORA TE CENTER PR.O.JEC T ENTRY ST A TE/v!ENT l---+-----1------------+---+---+--+---t I APPROVED n--k.l &:-a dt: . PLANNING l·IS-'I DATE CATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER Of WORK REVIS ION DESCRIPTION OlHER APPROVAL GITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. C.T 02-15 I DRAWING NO. 446-IL ~ 0 ~ ---.., ' "" fS ,-- ' A B ~---{2 2X DIA. OF ROOTB/ILL LEGEND 1. SPECIMEN TREE, 35• BOX OR LARGER 2. BLACK PVC HOSE WITH 1/8" BRAIDED GALVANIZED STEEL GUY CABLE, USE GALVANIZED CABLECLAMPS AND TURNBUCKLE. MINIMUM (3) GUYS PER TREE, PROVIDE ADDITIONAL GUYS IF REQUIRED DUE TO SITE CONDITIONS. 3. FINISH GRADE. CROWN OF TREE MUST NOT BE PLANTED BELOW THIS LEVEL. 4. WATERING BASIN -MINIMUM 4" DEPTH. MULCH TO 2" DEPTH AND DEEP WATER TREE IMMEDIATELY AFTER PLANTING. REMOVE BASIN AT END OF MAINTENANCE PERIOD. 5. TREE ROOTBALL -MUST t.lOT BE ROOT BOUND. LOOSEN ANY TIGHT PACKED ROOTS. 6. AMENDED BACKFILL MIX-SEE SPECIFICATIONS. TAMP AND WATER-SETTLE BACKFILL BEFORE PLANTING SO THAT TREE DOES NOT SINK AFTER PLANTING. 7. FERTILIZER TABLETS PER SPECIFICATIONS. 8. EXISTING SOIL 9. MODEL 68 DUCKBILL EARTH ANCHOR WITH 1/8" BRAIDED GALVANIZED STEEL CABLE. 10. 1/2" DIA. X 2'-0" LONG WHITE PVC WARNING DEVICE TO BE INSTALLED IN PUBLIC AREAS. 11. ARBOR-GARD TRUNK PROTECTOR FOR USE IN TURF AREAS. TREE PLANTING -36'.' BOX & LARGER NOT TO SCALE i,SEE SPEC. ~ · ~ 2X DIA. I( OFROOTBALL -~ PLAN VIEW LEGEND 1. 24" CORDED TIE. SEE SPECIFICATIONS. ATTACH WITH ROOFING NAILS (4 TYP.) 2. 2" DIA. X 10' LODGE POLE PINE STAKE (2 TYP.) KEEP CLEAR OF ROOTBALLAND CROWN OF TREE. SEE SPECIFICATIONS. 3. WATER BASIN, 3" MIN. DEPTH AFTER WATERING BY HOSE. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 4. FINISHED GRADE. 5. AMENDED BACKFILL. SEE SPECIFICATIONS FOR MIX AND PIT SIZE. 6. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL. 6. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 9. ARBOR-GARD TRUNK PROTECTOR FOR USE IN TURF AREAS 10. SET TOP OF ROOTBALL 3" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. 11. INSTALL #UB24-2 ROOT BARRIER, AS MANUFACTURED BY DEEP ROOT, (800) 458-7668, AT ALL TREES WITHIN 5' OF HARDSCAPE, OR AS SHOWN ON PLANT I NG PLAN. NOTE: MAINTAIN TURF 3" CLEAR FROM TREE TRUNK. TREE PLANTING -24" BOX & SMALLER NOT TO SCALE ' C ' a I ,,., -'le--!F~~a#----(D ·"I.--i~LJr~7 2 kS[E SPECk 1 2X DIA.1 OF ROOTBALL 7 PREVAILING_WIND > ~ PLAN VIEW LEGEND 1. 24" CORDED TIE. SEE SPECIFICATIONS. ATTACH WITH ROOFING NAILS (4 TYP.) 2. 2" DIA. X 10' LODGE POLE PINE STAKE (2 TYP.) KEEP CLEAR OF ROOTBALL AND CROWN OF TREE. SEE SPECIFICATIONS. 3. WATER BASIN, 3" MIN. DEPTH AFTER WATERING BY HOSE. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 4. EXISTING SLOPE 5. AMENDED BACKFILL. SEE SPECIFICATIONS FOR MIX AND PIT SIZE. 6. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL. 8. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 9. SET TOP OF ROOTBALL 3" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. 10. ALL 1:1 SLOPE CONDITIONS AT TREE BASINS SHALL RECEIVE MYOPORUM PARVIFOLIUM GROUNDCOVER FROM FLATS AT 8" O.C. TYP. OF ALL SLOPE CONDITIONS. TREE PLANTING ON SLOPE NOT TO SCALE LEGEND 1. FRONDS TO BE TIED AND PROTECTED DURING SHIPMENT. UNTIE FRONDS AFTER 30 DAYS. OR AS DIRECTED BY PALM TREE EXPERT OR LANDSCAPE ARCHITECT. 2. TRUNK HEIGHT: MEASURED FROM ORIGINAL GRADE LEVEL AT BASE OF TRUNK TO TERMINAL BUD AT BASE OF FRONDS. TRUNK TO BE CLEAN", STRAIGHT AND FREE OF SCARS OR ROT. SET TRUNK PLUMB. 3. 4. 5. 6. PLANT BASE OF TREE AT OR SLIGHTLY ABOVE FINISH GRADE. DO NOT BURY ANY PART OF TRUNK FINISH GRADE ROOTBALL: TO BE PROTECTED DURING SHIPMENT MINIMUM 3'-6'X 3'-6'X 4' DEEP. 2~ 7. WASHED COARSE CONCRETE SAND BACKFILL. DO NOT USE EARTH OR OTHER TYPES OF SAND. 2" MULCH LAYER PER SPECIFICATIONS • j IQ 11 PALM PLANTING 8. 9. 4" DIA. BLACK PVC SLIP CAP, TOP 3" MAX. 4" DIA. X 8' PERFORATED PVC PIPE· CENTER IN HOLE, WRAPPED WITH FILTER FABRIC 10. 12" DIA. X 8" DEEP AUGURED HOLE FILLED WITH 3/4" CRUSHED GRAVEL 11. ENDCAP 'PHOENIX PALM TRUNKS TO BE DIAMOND-CUT. WASHINGTON IA PALM TRUNKS TO BE SKINNED. NOTE: SEE PALM TREE PLANTING AND MAINTENANCE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS NOT TO SCALE ~EGEND 1-ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT i. WATERING BASIN -MIN 4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. FINISHED GRADE AMENDED BACKFILL MIX -SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER 2X DIA. PLANTING. OF ROOTBALL FERTILIZING TABLETS PER SPECIFICATIONS ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. 7. EXISTING SOIL ~-"CROWN" OF PLANT -MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. E SHRUB PLANTING F L EQUAL L '1 ,, NOTES A. ALL SHRUBS/ GROUND COVERS SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. GROUNDCOVER PLANTING TREES TO BE PLANTED A MIN. OF 3' OIJT OF R.O.Y'l. 1 NOT TO SCALE NOT TO SCALE l'I.Nf-~I I~ 2 GROHN I' Af!J(NE FINISH 6RADE 5 FINISH 6RADE 4 FINISH 6RADE AT SLOPE II 6AGKFILL MIX (5fl! lt7Tf5) I PLANT T.ABLETS /SEf HOTS) 1 FINI~ SNAC,f C1F PA\/1:D Af>J:A D 4" HIGH J.'-IA1Js.lH6 6A51N /IF R!:Gl.JIF®) , il§,=,L 0~~~'(ER /SE!; IT;_~-: '--mu.• ©!lARK M.LGH. SHALi. Bf Fl.l.l.EtJ , _[ : : -, AJ.'-IAY FROM 6A5f OF 1Rff/SHRUB i½~l: ~)!JJ~i .. iJn1c::1 · . · · 1:c:i ,i I T1' -:;__" "-~~ :r ARE PLANTRl IN 2xROOT6ALL DIAMETER ii.RF AAfN!, GONlRAGTOR SHAU. ~~MIN. OF 12" DIA. AT lHE C1F lHE 1Rl:f. INSTALL AN~ GUARD AT 11-1! 6A5ECJF l'RIJ)IK. SI.OPE AT C1F PLANTIH6 PIT SHAU. Bf . TO A MA><li'U'I Id 5LOf'E. EROSION CONTROL FA6RIG Bf INSTALLED ON iHl5 SLOPE O PROVIDI! EROSION GONTROL Lf f'LANT5 ESTABLISH. H TREE AND 5HRUB PLANTIN6 APPROVED FOR PLANTINe AND IRRleATION ONLY, INC.LlJDINe PREC.151= LOCATION OF PLANTING AREAS. ~ CITY OF CARLSBAD ~ DRAWN JR www.gmplandarch.com ,--------:-.. A:--:5::-8::::U:-:-l;:--L-,;T';;-, --------i: l-"D±4-~2~J-~o~=::;J~R=]}o~EHi::iR~EE!QU~E~SlE~D~~oE~TAJ~L~s~ac~~RE~111~s1~0Ni:::c~LE!Ou~o~==::i&==+====:+====+====~====~ PLANTIN6 OETA/L5 I NOTE:5 L_J±..J PLANNING DEPARTMENT ~ OSCAp APPROVED y 1st. SUB 9404 Genesee Avenue 2nd. SUB ... 3rd. SUB Suite 140 La Jolla n ... 4t.h. SUB LANDSCAPE California 92037-1353 MYLAR SUB ARCHl"fECTURE JOB NO. Tel 858 558 8977 DATE & PLANNING Fax 858 558 9188 SCALE MM 09-01-08 11-16-06 03-12-07 Till.E: 04-24--07 RECEIVED BY: 10-24-07 OB-113 07-25-06 AS SHOWN INSPECTOR DAlE BRESSI RANC-H CORPORA TE CENTER PRO.JECT ENTRY STATEMENT t-=--=--=--=--:!~-=--=--=-1-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_t-:::_-:::_-:::_-:::_~-:::_-:::_-:::_-:::_~-:::_-:::_-:::_-:::_⇒-:::_-:::_-:::_-:::_,"1 ~P~L~A~NN~l:::NG'::::::==:;-;:::=~~~~~=~;;;D~A~TE~~~ DWN BY: ---PROJECT NO. I DRAWING NO. I APPROVED DAlE INl11AL DAlE INl11AL CHKD BY: ---C,T 02-15 446-IL 01HER APPROVAL CITY APPROVAL RVWD BY: DA lE INl11AL ENGINEER OF WORK REVISION DESCRIPTION ·11 ' ' PLANTIN6 SPECIFICATIONS LAND5GAPIN9 PARTl-eENEAAL I.I RELATI:P DOCUMENTS 5EGTION, 1.2 SUMMARY' A. Thi• soc:tlc,n lnc:ludo• tho fc,lle>Hlng, I. Troo•. 2. Shrubs. ;I. Plant•. -4. Soll amendment•. ~-Fertlllzers and rnvlc:hea. 6. stakos. 1. Landseapo od91n9•. I.al SUBMITTALS A. 6">neral, Svbmlt eoc:h Item In this Artlc:lo ac:.,ordlng tq the Conditions of the Contrc:u:.t. B. Produ"t c:ertJPJc:atos &l';l')Oc::I by mc:inufac:turer• c:ertJPy1ri9 that tholr produc:t• c:omply ... 1th spoc:.lfloc::I r<>"1,Ulromont.. I. Manvfac:turor's c:ertlPToc::I anal~&!• for standard pro.;:tvc:.t•. 2. Analy&l5 fOI" other materials by a roc:ognlzoc::I labof:atory mac:lo ac:c:ordl"9 to mothoa• ostal>llshoc::I by tho Assoc:.latlon ol Offlc:lal Ar)alytlc:al Ghomlsts, Hhero appllc:.ol>lo. ;I. Lol>ol data sllb5tant1n9 that plants, tr~•, slrul>s, ar,c::I plc:intln9 materials c:omply ... 1th spoc:Jfloc::I roqulromonts. C:.. Material tost roport• from qualJPloc::I Jndopondont tos~Jn9 ogonc:y lndlc:.atln9 onc::I Jnterprotlng tost ro•ult• r.,lotlV., to c:ompllanc:e of thf fc,llc,.,.Jng mot.,,-Jola with r.,~omon1• lndlc:ot.,c::I. I. lyala of "'"l"tln9 aurPoc:., soil. 2. Anolysls of lmportO>d top!>e>ll. D. Plantl"9 sc:.h.,dulo lndlc:.atln9 antlc:.lpatO>d dot"'" onc::I le>~otlons for "'""h typ., of plontlng. 1.-4 GlUALITY ASSIJRANc:.E: A. lnstoller GuollPlc:.otlons, E:ngogo on o,><perlenc:ec::I lnst9ller who has c:ompl"'t"'c::I lanc:lac:ap1n9 work. similar In mo1erlal, doslgn, and "'"t"'rt to that lndlc:at.,d for thl• ProJ.,c:.t and Hlth a roc:.ord of suc:.c:."'5sful Tandsc:.opo ~,otcll>llshmont. I. Installer'• Flold Supel"Vl!>le>n, Reo"1,Ulro Jn,otallor to Talntaln an o,xporl.,nc:..,d Pull-time •up.,,..,lsor c,n th" Pre>Joc:t sit.. during tlm"'" ~hat londsc:.apln9 15 In prc,gr"""· B. Pre>Vldo "1,Uality. el;:.,, 9.,nus, sp.,c:.1"'"• and var1.,ty of ti:'"'"'• onc::I shrubs Jndlc:.ot.,d, c:.~lyln9 with appllc:.ablo r.,qulrom.,nt• c,f ANSI Z60J "Amerlc:on standard Por Nursery stoc:k." c:.. Prolnstallatlon Confer.,nc:.,, Condvc:.t c:onf.,r.,nc:e at fr'oJ.,c:t •Ito ne>t1'yln9 City of c:;a-rabac::I Land&c:apo Arc:hlt.,,t, allo"' 4a hour• notl<.<I. 1-'DEI.IYE:RY', STORAe!:, AND HANDLIN9 A. Pac:l<ag.,d Materials, Do liver pac:l<ag.,d materials In c:ontalnors shoHJng ..,.,Jght, analysis, ond nomo or manufo,:.turer. Pre>toc:t mot.,rlaia from d.,terloratlon during dol1v.,rln9 onc::I whllo storod ot sit ... B. Tr"'"'" and SI-rubs, Do not pruno tr.,.,,. and slrubs J::>;>Pore dollvery, .,xpo,:.t os opprov.,d by Landsc:opo Arc:hlto"t. Proto"t l>ark, l:tj:onc:h"'•• and root syst.,ms Prom svn •c:ald, drying, ""'"'otln9, '""1lppln9, and othor Handll"9 anc::I tyllng aomc:,go. Do not l>ond or l>lnd-tlo tr~• or ,ohru!:>s In •uc:h a m9nner os to d.,stroy natural ahapo. Provld., prot.,,:.tlvo ,:.c,vorln9 durln9 dollvory. Do ne>t drop tr"'"'" and shrubs durln9 d.,nv.,ry. I c. o .. 11v.,,-tr.,.,.,, shrubs, .round c:ov.,rs, and plonts aft.,,-pr.,parotlons for plant1n9 havo l>oon c:ompl.,toc::I and Install lmmodlatoly. IP plGll')tln9 Ts d.,layod oft.,,- dollVery, s.,t plantln9 mot.,rlals In shad.,, prot.,c:t fro(!! .,..,other and mo.,hanlc:ol damag.,, c:ind koop roots mol,ot, ' I. Do not r.,mc,v., c:ontaln...r-9Cown stock Prom contalf'«:!I l>ofore time oP planting. 2. 1-bt..r root ay"t"'m• oP tro"'• and slrub■ •tor.,d "'I sit.. wlht a Pln<>-ml,ot spray. 1-sater '"" c,ft..n a• nec:.,ssary to maintain re>ot •ystom• In a moist c:ondltlon. 1.6 PROJE:G.T C:.ONDITIONS A. LJl:llitlo,a, Dotormln"' loc:otlon oP al>ovo grade and un<;:1.,rground utllltl"'• and perform work In a manner '""11,:,h will avoid damc:,go. Hana excavato, as roqulroc::I. Malntoln grado stakos vntll removal 15 mutually c:,gr.,.,,d upon by part!.,., c:onc:ern.,d. B. E:xc:avc:,tlon, i-t,.,n c:ondltlons d.,trlm.,ntal to plant ri"'th ar"' "'nc:ount...r.,d, svc:.h as rul>l>I"' fill, advor,.., dralnc:,9"' c:ondltlons, or ol>sv~ctlons, Notify Landsc:.ap"' Arc:.hlt..c:t l>oPoro pic:,ntlng. 1.1. COORDINATION AND 5GHE:DULIN9 A. Coordlnato lnstallatlon e>P plantln9 motertc:,ls durln9 nprmal plant1n9 s.,oson• for oac:.h typo of plant mat...rlal r.,qulr.,d. I.& l'IARAANTY A. 6">n...ral Warranty, Tho sp.,c:lal warranl:14 sp"c:lfl.,d I~ this Artlc:I"' shal I not c:foprlv"' th" 0Hnor of ol:h.,r rights l:h"' c5wn.,,-may hq;"' under oth.,,-provl•Tons oP th" Contrao:.t Doc:um.,nt• and sf,c:,11 b"' In addition 1:o, c;,nd run c.onc:urr.,nt with, oth.,,- "'arrontl"" mac:I'" l>y th" Contrc:,ctor und.,,-roqulr..ment• oP the Contract Doc:.umont.. PAAT 2 -PRODUC:.TS 2.1 TREE: AND SHRUB MATE:RIAL A. e;..n.,rc:,1, Furnish nurs...ry-grown troos and shrubs conformln9 to ANSI ZbO.I, "'Ith h.,althy root o,yst..m• d.,v.,lop.,d by transplanting or root prun1n9. Provld., .,..,11-sfic:,pod, fully-branc:.hod, hoalthy, vlgore>u5 ,otoc:k. fro., oP disco&.,, lnsocts, "'99•• larva.,, and d.,feota eu,:,h "• knoto,, 9un scc:,ld, lnJurle!I, al>rc:,slons, c:ind dl,;flgur.,m.,nt. B. Grado, Prc,vldo treeo, and o>hrul>s of o,Jz<>• and grados c:anfarml"9 to ANSI Z60.I for typo oP troo,5 and slrubs ro"1,Ulrod. Troo=-and shrul>s of a larg.,r size m"y b9 u&.,d IP ac,:,.,ptal>lo to Archltoc:.t, ... 1th a proportlonat"' Jnc;r.,c:,,;"' In alz"' of rooto, or oolls. C:.. Lc:,l,el c:,t ic,c:,st I tro"' and I ,;hrul> oP .,c:,c:h varJ.,ty and c:allper with a e,.,c:uroly attached, wc:,torprooP tc:,9 l>oarln9 loglbl"' doa19natlon of l>otanlc:al and common nam$. 2.2 SHAJ:>e AND FLOHE:RIN9 ~ 2. My,:.o Pak!> ct:ndo E:cto T"a Bags;, a BLE:ND of ondo and "'"to myc:orrhlzc:,I fungi In I. C:.OroPully r.,movo ce>ntalnors so 05 not to damc:,g5 root l>all!!>. a 1 grc:,m pc:,k.. 2. Plac:."' ooc:kf'III around ooll In lay...rs, tamp1n9 to s .. ttl., l>ack.flll ond .,llmlnc:,to void• and air pc>c:kots. W1on pit 15 c:,pproxlmatoly 1/2 l>a"kflllod, 5. My,:.o Dron<.h (Enc:lo cc.to e1.,nc:I for eolut!an); Far """ on E:XISTIN9 or No"' water throu,;j,ly bofor., plc:,c:lng r.,mc:,lnd.,r of oock.flll. Repeat .,.c:,t..rlng vntll LAND5GAPE: i,.,c:c:,us., It ... 111 mov"' do"'n no moro Is c,i>sorl>od. )'IQtor agc:,Jn c:,ft..r pla.,lng and tc:,mplng final lc:,y.,,-oP through th" soil profll.,. It I• a BLE:ND of 13 car .. r,lly soloc:t..d m~corrhlzal fungi.. l>acl<.PIII Easy appllc.atlon , 00£:S INTO SOLUTION FOR DRl=NcHIN9, INJE:CTI 5, TOPIC.AL B. Dish and tc:,mp top oP l>ack.PIII ta form a ;1-lnc:h-(15-mm-) high mo,nd are>unc::I APPLICATION. Mlcronlzlng olloHS mc,vom"'"t through th., aoll "'h"'n appll.,d on top. th" rim or tho pit. Do not c:ov.,r top of root 1,c:,11 ... 1th l>ack.flll. Avallal>I"' In I II>. 0090, Hhlch mako• 200 gallons of solvtlan 2.1 MIJLCHl:S A. Orgc:,nlc:. Mul<.h, Organic. mvc:.h, fr.,., from dolot..rlous mc:,t..rlalo, and sultol>lo a• c:, top drosslng oP tr""'"' aid &hrul>s, cone1et1n9 oP on., c,f tho follo ... 1n9, I. Typ.,, Ground or shrodded l>ark.. B. p.,c:,t Mulc:h, Provld" P"'at mos■ In natural, shrO>ddod, or 9ranulat.,d form, oP fin" to,xture, with a pH rc:,nge or -4 te> 6 and a ... at..r-obsoblng c:c,pc:,c:lty oP 1100 to 2000 p.,,-.,.,nt. al.1 TR!:!: AND SHRUB PRUNIN9 A. Prun.,, thin, c:,nd ,;hap" tr.,.,,. and shrul>s acc:ordlng ta &tc:,ndard hortlc:ultural protlc..,. Prun"' tr.,.,. to ro,toln roqulrod h.,lght and spread. Unlosa oth"'r"'ls" dlr""'t"'d l>y Arc:hlt.,c:t, do not cut t,-.,., 1.,od.,rs; r.,mov., only lnJurod or d.,ad l>ranc:.hes from Plo.,.er1n9 tr"'"''"· Prun., shrubs tc, r.,tc:,ln naturc:,I c.hara<.t..r. Shrul> 9Jzes lndlc:at.,d aro elz"' oft.,r prunln9. :,_e, TREE: AND SHRUB STAKIN5 A. Shade Troos, SlngJ.,-5t.,m tr.,.,,. ,.,th etrc:,lght trunk. .,..,11-t,c:,lancod cro ... n, and lntoc:t C. Fiber Mulc:h, 6Jod.,9rc:,dal>I., dy.,d-... ood c:.,llulos"-f'II,.,,-rnvlch, ne>ntoxlc, fro" c,f leader, of slz"' Jndfc:ot.,d, conformln9 to AN51 Z60.I for typ"' c,f tr.,.,,. roqulrod. plant 9ro ... th-OI" 9.,rmlnc:,tlon-Jnhlbltors, with maximum mc,Jstur"' <.ont.,nt of 15 A. Upright Stak.Jng and Tying, stai,;., tr.,.,,. of 15 gallon c:,nd lc:,r9.,r. Uso a minimum of 2 stokos "' r..ngth r.,qulroc:t te> p.,n.,trot., c:,t least 2-4 lnc:hea bolo" l>ottom oP ooc:k.PJll.,a oxc:avc:,tlon and to o,xt.,nd ot J.,c:,ot 12 Inch"'" c:,i,ovo !:l'"d"'. S..t ""'rtlcal otc:,ko' and spc:,c:., to avoid p.,n.,trc:,t1n9 l>all• or root mass.,s. Svpport tr.,.,,. Hith 2 stands of ti" wlro .. nc:os.,d In hose &octlon• at c:ontc:,ct pe>lnt• ... 1th troo trunk. stak.Jn9 c:,nd l:yln9 of treo Is not lnt..nd.,d to lmmol>lllz" tr"'"· Install to c:,Jlow slack. In tloo,, c:,voldlng rigid re&trc:,lnt of tr"'"· I. Branching Holght, 1/2 of tro"' holght. P"'rcc,nt and a ph rc:,ngo of -4.5 to 6.5. . B. Small Tro.,,., Small uprl9ht or spr.,c:,dln9 typ.,, l>rc:,nc:hed or prun.,d nc:,turally accord1n9 to 9P"'"I"" and type, and ... 1th r.,latlonshlp c,f c:.c:,llp.,,-, h.,Tght, and l>ranc:.hl"9 r.,c:omm.,nd.,d by ANSI Z60.I, anc:t et..m f«m a01 folio"''"' I. Form, Multlst.,m, clump, ... 1th 2 or mar., mc:iln st.,ma. c:.. Contc:,Jn.,,--grown tr"'"• will me.,t ANSI Z60.I llmltc:,tlons for c:.ontaln.,,-stock.. 2.;I BROADLE:AI" Ev'l:~S A. Form and Slzo, Normc:,1-quallty, ,,.,11-t,c:,lanc:.,d, l>roac:tl.,af' ov.,rgroon&, c,f typ.,, hel9ht, sproad, and shc:,p"' ,-.,qulr.,d, conformln9 to ANSI Z60.I. 2.-4 PLANTS D. lnetall 5" dopth of mulch In all non-turf plantl"9 ar"'"" less st"'"'P than aid. A. Upright stakoa, l'ough➔a ... n, sound, n"w hordwood, r.,d.,.ood, or preeeur.,-preservatlv.,-troc:,t..d soft ... ood, froo of knot., holos, <.rose 9CG1ln, and other d.,fo,,:,to,, 2 lnc:ho,s dlc:,metor by 1.,ngth lndlc:atO>d, polnt.,d c:,t on"' ond. B. Hos" c:.hc:,flng SVard, Relnfc,rcod rul>l>er or plostl<. hos" c:,t loast 1/2 lnc.h (15 mm) In dlc:,m.,t.,,-, blac.k, cut to 1 .. n9th■ r.,qulr.,d to pre>t..c:t tr.,., trunk!> damc:,go. 5."I PLANTIN9 PLANTS A. Spc:,c:"' plant. c:,s lndlc:.atod. B. Dl9 holos ic:,rg"' enough t" allo"' spreading or root., and l>ack.PIII ... 1th pic:,ntln9 soil. l'lork &oil around roots to .,11m1not"' air pockota and 1 .. avo a slight sauc:.,,-lnc:fontatlon arc,unc:1 plants to hold wot.,,-. Wat.,,-thc,rc,u9hly c:,Pt.,,-pic:,ntlng, taking ,:,c:,ro not to ""vor pic:,nt c.rown• with wot soil. al.JO SOD L.Al'IN PLANTIN9 A. Provld"' plant. eatcll>ll&h.,d and .,..,11 rootoc:t In r.,mc,vcll>I"' cc,ntc:,Jners ar lnt.,gral P"'"t pots and with not leso, than tho minimum numi,.,,-c:,nd 1.,ngth of runn.,r• r"''l."lr.,d al.I by ANSI Z60.I for tho pot size lndJc;c:,t.,d. PAAT ;I -l:.Xf:C.UTION !:MMINATION I. lnepo.,tlon of Conditions, Bofor"' proc:e.,dln9 with any ... ork, th., londsc9p"' cc,ntrc:,ctor ohc:,11 c:.ar.,Pully c:hec.k u,., planting aroa conditions and shall JmmO>dlat..ly Inform tho Landsc:ap" Arc:hlt""'t of ony dl1><.r.,p0nclo• i,.,t,.c,on th., drc:,Hlng• c:,nc:t oc:.tual conditions. No work !>half l>o don'" on c:,ny aro,a Hher" th...r., "'"' suc.h dls<.r.,panclo,e or "'her" ,:.ondltlons c:,r., unsultc:,l>i"' for suc:c.,o>,oful plant mot...rlal .,.,t"bllahm.,nt, until approval hc:,s i,.,.,n glv.,n l>y th., Londs""P" Archltoc.t. 2.5 SOIL AME:NDME:NTS A. Lim.,, AS.11'1 C 602, C:.laaa T, a9rlc.ulturc:,I llme>9tone c:ontalnln9 a minimum 00 P"'rc.,nt c:alclum c:arl>onot"' ~ulval..nt, ... 1th a minimum 'l"I p...rc..,nt P"""ln9 a No. e, (2.56 mm! sl"'v"' and a minimum 15 porc:.,nt pc:,sslng a No. 60 (:250 mlc.rc,m.,ter) sl.,vo,. I. Pre>vld<> limo In tho form of de>lomltlc:. llm.,stone. B. Aluminum Suifc:,t.,, Comm.,rc;lc:,I grc:,d.,, unac:lult.,rc:,t.,d. c:.. S..nd, Cleon, wc:,sh.,d, nc:,tural or manvfactur.,d eanc:t, Pr.,., oP to><lc: mat...rlc:,J,.. D. p.,rut.,, Horticultural P"'rllto, ,oc,11 anondrnent grodo. E:. p.,at Humus, Flnoly dlvldod or grc:,nular t"xture, with a ph rango of 6 to 1.5, c:.ompoeod or partially d.,compoe.,d moe• P"'at (c,th.,,-than sphagnum), p.,at humu&, or re.,d-sO>dgo P"'"t. I". Poat Humus, For acid-tolerant tr""• and shrubs, pre>vld"' moss p.,at, with a pH rc:,ngo of al.2 to -4.5, c:oars., fll>rous t .. xturo, m.,c:tlum-dlvld.,d sphc:,gnum mo,;s P"'at or ro.,d-s,.dg"' P"'"t. 9. sa ... dust or Ground-l:lark Humus, Doc:ompos.,d, n1trci9.,n-troatoc:t, of uniform to:xtur.,, fr.,., or chlpo,, ,otc,nes, stick!>, ,oc,JI, or toxic: mc:it.,rllols. I. J,,Jh..n sit.. tr .. c:,t.,d, mix ... 1th at '"'""'t 0.15 II> (2.-4 i<.g) or ammonium nltrat., or 0.:25 II> (-4 i<.g) or ammonium eulfat"' por c:u. ft. (c:.u. mJ of '"""'"' "'""'duo,t or ground l>ark.. H. Monur.,, W..11-rotto,d, unl.,c:,c:hed stol>lo or c.c:,ttle mc:,nuro c:.ontolnlng not mor" than 25 porc:..nt blj velum" of o,tra ... , ec:iwduo,t, or oth"r i,.,ddlng motorlc:,ls; fr.,., of to><lc: sul>stanc.,,., ston.,.,, stlc.l<!!>, soil, .,..,.,1 ,..,.,d, and mc:itorlal hc:,rmful to plc:,nt gro ... th. I. Horl>lc:ld<>•• !:PA r"91storO>d and opprovod, or typ"' r.,c:omm.,ndod by manufac.tur.,r. J. Hot.,,-, As provldod l>y loc:ol wot..r purvo,yor. 2.6 FERTILIZl;;R A. Bc,n.,m.,al, Comm.,rclal, re:,,., finely .round; minimum of -4 porc.,nt nltrog"n and :20 percent phosphoric: c:,c:ld. B. Suporphosphat.,, C:.omm.,rclal, phosphot"' mlxtur.,, &e>lubl.,; minimum of 20 p.,rc.,nt c:,valic:,l>lo phosphoric. c:,c:Jd. C:.. C:.Omm.,rclal F"'rtlllz.,,-, C:.omm.,rcJc:,1-grad"' cc,mpl.,to P...rtlllzor oP n.,utral c:hc:,rac:t.,,-, c:onsl&tln9 of fc:,&t-and slow-r"'l"'a""' nltrog.,n, 50 P"'rc:.,nt d.,rlv.,d from noturc:,i orgc:,nlc: sourc:.,s or uroa-f'orm, pho&phorc,uo,, and pc,tc:,s&lum In th., following c:omposltlon, I. C:.ompo,oltlon, I II> p.,,-1000 sq. ft. (0.5 kg P"',-100 sq. mJ oP ""tuol nltrog..n, -4 perc:..nt phosphorous, c:,nd 2 p...rc:ont potaaalum, l>y wolght. 2. Composition, Nltrog.,n, phosphorous, and potc:,sslum In amount. r.,c:ommondod In soil r.,port• from a "1,Uc:,llfl"d &oil-t.,atln9 "9"'ncy. D. Slow-Reoloaso F.,rtlllz.,,, Granular fortlllzor c:ons1stl"9 of 50 p...rc:.,nt wc:,ter-ln,oolul>I"' nltrog.,n, phe>sphorous, and pc,tc:,ss!um In th" following composition, I. Composition, 5 P"rc: .. nt nltrog..n, 10 perc:.,nt phc>sphorou•, and S--porc.,nt pc,tosslum, l>y "'"ISiht. 2. Compo,oltlon, 20 porc:ont nltragon, 10 porc:.,nt phosphoroue, and 10 porc:ont pota,oo,!um, by ..,.,Jght. 3. Composition, Nltro9.,n, phosphorou•, c:,nd potc:,solum In amovnts r.,c:amm.,nd.,d In ,oc,11 r.,ports from a quc:,IIPl.,d eoll-te,otln9 ag.,nc.y. A. E:><amln" ar.,as to ,-.,c:.,lv"' lc:ind&c:apln9 far c:ampllanc:"' with roqulromonts anc::I for conditions aff.,c:.tlng p..rformonc"' oP "'ork or thl• S.."tlon. De> ne>t pr"""'"'d ... 1th lnstollotlon until un&atlafc:,c:.tory condltlono, hc:,v<> b<>"'" "orro,c:.t.,d. al.2 PREPARATION A. Loy out Jndlvldual tr"" ond &hrul> locotlon• and ar.,oa for multiple plc:,ntln9s. stako loc:otlon•, outlln., or"'""• c:,nd s.,c:ur., Arc:hJto,:.t'• acc.,ptan""' l>ofor" th., !>tart of plc:,ntlng ... ork.. Mak,., minor adJustm.,nts c:,s mc:,y l>o r.,qulrod. ;J.;I PLANTIN5 SOIL PREPARATION A. Mix soil am..ndmont. and Pertlllzers "Ith sit" soil c:,t rat.,,. lndlcc:,t.,d. D" lay mlxln9 P...rtlllzor IP plantl"9 dc,0,5 not Pollo ... ploc.Jng or planting soil Hlthln GI ...... ooyo,. Amondm.,nts ... 111 i,., modified from thos"' not.,d bas.,d on soil• roports p.,rform.,d l>y c:antrac:tor min. (al). 6. For tr.,., pit or tronc.h l>ac:k.flll, mix planting se>ll 1,ofc,r., l,Q,:,kf'lllln9 and ,otoc:kpll., c,t Sito. C. For pic:,ntlng l>ods, mix planting !>e>II .. 1th"r prior to planting or c:,pply on eurPc:,""' of topsoil ona ml>< thorou9hly l>ofor" plantln9. D. Plc:,nt oo"kflll shall i,., p.,,-sc,11 t.,st perform.,d by c:, soil to,otln9 lal>orc:,tory pre-approv.,d by th., City of c:;a-1.,1,c:,c::1. The to,st &hc:,11 lndlc:ot., l>ut not b9 llmltO>d to tho Pollo"'lng, a. organic: mc:,tfor cont.,nt I>. N, P, K c:.. pH d.EC. "· &e>II t .. xtur., (slit, sic:,y, sond/ ,. roc.ommc,.ndatlons Tor ami:sndmsnt~, li,aGohlng and malntenc:ru: .. ~ Portlllzatlon•. 2. Guc:,llty of l'lork., n,., sod lawn plantln9 work. shall l>o P"'rform.,d by a comp.,tontly trained Individual In """ordc:,n"o with th., l>ost stc:,ndard• anc:t prc:,c.tlc:os r.,Jc:,tod to th"' trc:,do. al. Soll Pr.,paratlon, All La ... n plant1n9 "'"'"" shc:,11 rec:.,lv., tho soil am.,ndm.,nts epoclfl.,d In tho se>II t..st r.,pc,rt for soil pr.,paratlon, prior te> any sod lnstc:,llotlon. Hot..r all planting area• thoroughly c:,nd c.ontlnuou.ly for thr"" (al) c:onso<.utlv5 d"!,j• to saturot.. upp.,r lc:,y.,r• of soil prior to &od plantln9. All sod plant1n9 ar"'"" shall hc:,v., a smooth, Pully compact.,d surf"""• prlOI" to any eod placem..nt. Any surfoc., dopre,os!ons shall b9 flll.,c:t with am.,ndod eoll c:,nd re>llod Hith a ~ I. wot.,, oollc:,st roller, th..n lrrlgc:,tod. Allo"' plc:,ntlng ar.,a soil ourfac"' to dry out to a Horkablo walking molstur.,, prior to th., ,oc,d ln,otc:,I lotion. Coro mu..t i,., takon to not allow tfi., soil surfo.;." to i,., supor-soturc:,t.,d ... 1th wc:,t.,r prior te> th., ln,otollotlon of th., sod. 'lhor"' should b9 ,oc,m"' r.,sJGIJc:,I mol•turo ... 1thln th., first 7 lnc.h oP soil surfc:,,:,.,. -4. Sod laying op.,ratlons, I .. n,., sod shall i,., lc:,ld on smooth finish .rc:,do. Juat prior to layln9 tho sod apply Tri-C:. 6-2--4 w/5i1! S, Soll Conditioner • Fortlllz..r (6-2--4), or oqual, ot c:, rot.. of 5 lbs. P",-1,000 sq. Pt. to th., planting oro,a. Apply Trl-i=, ENDO 120 (9"anular Myc:orrhlzal lno,:,ulumJ • I 7 II>. P",-1,000 sq.ft. on the soil surfc:,c:"' Just prior to lc:,y1n9 tho ood. n,., sod strip!> shall l>o lal.;I tight c:,9c:,1nst th" c:,dJc:,c:.,nt strip ... 1th tho adJc:,cont onds forming a running l>ond patt .. m. 2. All sod ar.,c:,a 11h"II i,., rollod with a :500 II>. wotor l>all""t roll..r to ln•ur., a good l>ond l>ot"'"'"'n th., sod root zon"' and th" &oil. Se>c:t shall th.,n l>o th"r"u9hly wc:,ter.,d. n,., ro,sult• ond roc:ommondatlona or th" se>II tostlng Jc,l>orotory shall b<I svl>mltt.,d to and c:,pprovod by th" City oP c:;a-1.,1,c:,c:1. Tho c:,pprov.,d roc:ommondotlons for am.,ndm.,nts and l>ack.1'111 r,hc:,11 i,., lncorporatod Into tho landscc:,po plan• prior ta th" start of c:onstru<.tlon and shc:,11 l>oc:omo part or th" approv.,d plc:,ns. produc.ts :, 11 MULCHIN9 spec.lPl"d ~ produc.t nam., ~ th" se>II lc:,I,. In th., r.,comm.,ndatlons m~ l>o · eulostltut..d ... 1th 'or o,qual' produc:.ts apprc,v.,d by tho City of c:;a-1.,1,c:, . A. Mulc:h ooc:kPlll"d surfc:,c:.,s of pit•, tronch.,.,, plc:,ntod aroa•, c:,nd othor aroas lndJcatO>d. ;I" lc:,y.,,-shall i,., lnst0llod In shrul> ar"'" with grad., less than al.I. Svl>mlt sampl., to ,:,lty lnsp.,c:.tor for apprc,vai. 5.-4 GROUND c:.oYE:R AND PLANTIN5 6£:D PREPARATION A. Looo.,n •ut:>grc:,do of plantln9 l>od "'"'"• to a minimum do,pth of 6 ln<.hos (150 mm). Removo ston"'• larger than 1-1/2 lnc:.h.,,. ~,e, mm! In any dlm.,nelon and ,otJc:1<!!>, roots, rul>l>lsh, and oth.,,-oxtran.,<>u■ mc:,t.,rlal&. 6. Spr.,c:,d plant1n9 &oil mlxturo to dopth roquJre,d to m.,.,t thlc.knc,ss, 9f'"do,s, anc:t o,1..vatlon,o shoHn aft.,,-light re>lllng ond nature:,! sottl.,m.,nt. Pic:,c:"' soil mlxtur., In t ... o (2) IIPts ond lneur" prop.,r compc:,ctlon of plantln9 bods. C. E:och plant shc:,11 r.,c.,lv., on., (I) 5 .ram 'A9f'1Porm' (or .,quc:,I) plant tol>lo,t. al.5 E:Xc:;AVATION FOR TREE:S AND SHRJJBS A. Pits and Tr.,nc.h.,a, E:xcc:,vc:,te ... 1th v<>rtlc:c:,I sides ond Hlth l>ottom of o,xcavotlon sllghtly raised "' ""'nter te> o&sle• dralnosi"• Loos.,n hord aubsoll In l>ottom of oxc:c:,votlon. I. Contalner-Gre>"'n T,-.,.,,. and Shrubs, !:><c:c:,vc:,t.. to twlc."' contain.,,-width, and to d.,pth oP rootl>all In c:ontaln.,,-. 2. E:xc:c:,vatlon and plantln9 oP troes shall b9 compl.,tod prior to lnstall"tlon "' c:troln lino. al.12 CLE:ANUP AND Pf'<OTE:c:. TION A. During lands.,c:,pJn9, "°"'P pav.,m.,nts cl.,an anc:t Nork area In on ordorl~ c:ondltlon. B. Prot.,c:t landscc:,pln9 from domag., duo to lc:,ndsc:.apo op.,rc:,tlons, op.,ratlons blj oth.,,-contra.,toro, ond trades, ond tr.,spc:,ss...rs. Maintain prot.,c.tlon c:fur1n9 lnetallotle>n and malntonanc., p...rlods. Tr.,at, repair, or r.,plc:,c., dam"god landsc:opo Hork. c:,9 dlr.,ct.,d. 5.1;1 DISPOSAL OF SURPUJS AND V'IASTE: MATE:RIALS A Disposal, Remc,v., surplus soil anc:t wc:,.,t" material, Jn,:,ludlng "xc:o,u supo,oll, unsultal>lo se>II, trc:,sh, ond dol>rls, ond 1.,9ally dlsposo of It off the o ... nor's prop.,rty. PLANTING NOTES A. REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATION, MULCHING AND OTHER PLANTING INFORMATION, B. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. C. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON Pl.AN. D, REPORT DISCREPANCIES IN THE DRAWINGS OR BElWEEN THE DRAWINGS AND ACTUAL FIELD E CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTION SHALL B ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. E. F. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES, LOCATION OF N.I C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. G. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. H. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, CONTRACTOR SHALL HAVE SOIi SAMPLES TAKEN AT THREE DIFFERENT LOCATIONS THROUGHOUT THE SITE. THESE SAMPLES SHALL BE TESTED BY SOIL AND PLANT LAB (714)558-8333 FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY TEST AND SOIL PREPARATION RECOMMENDATIONS. lWO SAMPLES SHALL BE TAKEN AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL AND BE LABELED PER LOCATION AND DEPTH. CONTRACTOR SHALL INSTALL SOIL PREPARATION AND BACKFILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON APPROVAL OF CITY INSPECTOR AND RECEIPT OF WRITTEN CHANGE ORDER FROM OWNER. SUBMIT SOIL REPORT TO CITY INSPECTOR AND OWNER/LA. FOR APPROVAL PRIOR TO SOIL AMENDING. I. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. J. ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2% MINIMUM. K, LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE WITH PLANTING PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL Pl.ANT MATERIAL IS SUBJECT TO REVIEW AND APPROVAL PRIOR TO INSTALLATION, PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK TO LANDSCAPE ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUD A PERSON FOR SCALE PURPOSES. LANDSCAPE ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWIN NURSERY. MATERIAL DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHY APPEARANCE QR NON-CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR THE OWNER. L. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM, M. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE. N. PLANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. Q. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE-HALF THE SPECIFIED ON CENTER SPACING. P. INSTALL GROUND COVER AND/OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS OTHERWISE INDICATED. R. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM. Q. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN. S. DURING THE LENGTH OF THE GUARANTEE PERIOD, BE RESPONSIBLE FOR PROPER STAKING AND/OR GUYING OF TREES TO ENSURE STABILITY. T. MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 3:1 SLOPE WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK PER SPECIFICATIONS AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT MULCH SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO JOB SITE. U. ANNUAL COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT AT TIME OF INSTALLATION. REQUEST RECOMMENDATION A MINIMUM OF 48 HOURS IN ADVANCE OF NEED FOR DELIVERY. V. 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. B. Sp.,,:.Jc:,I Horranty, Warrant th" follow1n9 l1Vln9 plant1h9 material• for a period of on" yoar for troo• and 'lO days for ,ohrubs, grounc:i"!'v"'r c:,nd plants, aft.,r dato c,P ~tantlal c:;c,mpletlon, .:19alnt dof.,c:ta lnc:ludlng df.ath and un•ati,ofc:,c:tory growth, "'"""'Pt for d.,f,.c.t=-,.,sult1n9 from lack. of aq.,quat"' malnt.,nanc.,, n.,91.,ct, !:. or c:,bu,;., by o ... nor, al:>normal wec:,ther c:ondltlons unu~uaf for "'"rranty p.,rlocl, or lnc:ldonts that or" l>oyond Contractor'• c:ontr.,,. Soll Condit loner / Fortlllz.,,-, Granular Forti llzor and o,c,11 condition.,,-"'Ith tho follow1n9 c:omposltlon, t, p.,rc.,nt n1tro9.,n; 2 porc:ont phosphorous; -4 porc:ont potassium; 5 porc:ont eulfur, by .,..,lght. Shall alao ,:.ontc:,ln 20 i1! humlc: ac.lds. B. Ol>5tru.,tlons, Notify Lc:,ndscc:,p"' Arc.hlto,ct IP unoxpc,ct.,d roc:k or ol:>5tructle>n5 dotrlm<>ntal to tro,o,s or shrubs or" .,ncount..rO>d In ex,:,c:,vatle>ns. I. Hardpan Lay.,r, Drill 6-lnc:h-(150 mm-) dlc:,m.,t..r halos Into froo-dra1n1n9 strata or to a dopth or 10 ,.,.,t (al m), Hhlc:.hevor Is loss, and oo"k.flll with Preo-dralnln9 materiel. C:.. Remc,v"' and ,-.,pic:,co dead pic:,ntln9 mc:,torlalOI lmmodiat..ly uni""" roqulr.,d to plant In tho eu""""dln9 planting s.,ose>n. , D. Reopic:,""' plantln9 materials that c:,ro moro thc:,t :25 p-:,rc:.,nt d"ad or In an unh.,althy c:ondltlon ot .,nd oP "'arronty p.,rlod. , I.<! TREE: AND SHRUB MAINTE:NANCE: A. Maintain tr<><>• and 9hrubs blj prunln9, c:ultlvotlng, wot~rlng, we.,dlng, Portlllzln9, reo,torlng planting o>auc:.,,..., tl9ht.,nln9 and ,-.,pc:,lrln9 :I_ tc:,ko•, anc::I re&.,ttlng to prc,p.,,-grc:,d"'" or v .. rtlc:.al posltle>n, a• r"'"1,Ulrod to l<oop tr"'"" c:,nd slrvbs fr.,., of lnsc,c:.~• and di""'"""'· Rester., or r.,ploc., domag~d tr.,., wrc:,pplng•. Mc:,lntaln troc,s ond shrubs for th., followl"9 period, : I. Mc:,lntenanc'" Period, al months follo"'l"':l Svbstantlpl Complc,tlon. . . ..... F. Soll C:.OndltloMt"s, I. Humot"' soil condition.,,-w/ 40 SIi hum!<. c:,cldo, 2. Humc:,t"' soil c:andltloner w/ 10511 humlc. acids, with granulo 1-2 mm ;I. Humat"' &all c:ondltlon.,r w/gypsum, 25i1! humlc: c:,c:lds, 1 perc:.,nt cc:,lclum, 5 P"'rc:.,nt aulPur 9. Myc:orrhlzal lne>culum Prooilc:t., Myc:orrhlzc:,i fungi form th., foundation of """"Y"t"m Pun.,tlon In most terr.,strlc:,I v.,9.,tc:,tlon. n,., fun91 ... 111 porm.,at.. tho &e>II and lnterc:.onnoc:.t the root syst.,ms, lnc:ludlng dlff.,ront plant "P"'"I"'•· BonoPlt& lnc:.lud.,, .,arly 9rowth, oarly root1n9, docroc:,so,d wot.,r and Pertlllz.,r uso; lncroas.,d pothog<>n svppr.,&slon I. E:ndo 120 (orl>usculor my,:.orrhlzol Jnoc:u lum), (5lomus Jntraradlces Avallcll>I., In 10 c:,nd 20 II>. l>a""· www.gmplandarch.com LANDSCAPE ARCHITECTURE & PLANNING 9404 Genesee Avenue Suite 140 La Jolla California 92037-1353 Tel 858 558 8977 Fax 858 558 9188 C. Dralnag.,, Notify Landsc:op., Arc:hlt.,c:.t IP svlosoll sandltlons .,vld.,nc"' unexp.,ctO>d ... at.,,. ""'"'P"9"' or rot.,ntlon In tro., or shrul> pits. D. FIii o,xc:avatlons with .,.c:,ter and ollo"' to P"'rcolat"' out, 1,c,for., pla"lng ,oottlng lc:,y.,r c:,nd positioning tro,es and shrubs. al.6 PLANTIN9 TREES AND SHRUBS ~ "'-S..t c:ontaln .. r..,,ro ... n stock plum!> and In c..nt .. r oP pit or tr ... nc:h with top of l>all TREES TO 6E PLANTED A APPRIN.,.LUDOIVEN,P ~~l~~L~~l~~or~~;:~~ ~~~s. ~ CITY OF CARLSBAD ~ ., •~ _ _:_ _____ ~ ___________ J_.'..M_:::IN'._'.:·_:0:;_F_::5'_:0::._:U;_:T_:O::._:f.....:._:R::.O:_::.Jt,l_::·~_:.:._:v=::_::_::""::....'.:-~::'.::._:::;..:::._:.;..:.:.:_:...:._:~=._:~:...:_.:....:_;.--~~ L===-'==:::::::P:::L:::AN:::N::::I::::NG::::::D::::EP:::::A::::R:::::T::::ME:::N::::T==~==:::::: lovol tc, ad Jac.,nt Plnlsh groc:fo& c:,s lndlc:.c:,t.,~. , DRAWN ,a "AS-BUil T'' a-1-2J a JR DEH REQUESTED DETAILS .i. REVISION cLouo & PLANTING SPECIFICATIONS APPROVED MM lot. SUB 09-01-06 BRESSI RANCH CORPORA TE CENTER ----------OATE 2nd. SUB 11-16-06 PROJECT ENTRY STATEMENT ==-=-=----'-'----03-12-D71,..:n~TI.£'.::::======::;;:;:;:;:;:;::;:;:;::========-C==I==r=================r:==-~--+---+---l I APPROVED I 4th. SUB D4-24-07 RECEIVED BY: --------------------------------=MYLA==R:::....::s:..:u:..:Bc.__:..:1=-0--=-•4=----'o'-'-7 ~P::L::A::N::N::IN=:G=:===::::;-;::::========::;-;:::::D::A:::T::E':::::==: JOB NO. oe-ua OWN BY: PROJECT NO. DRA~NG NO. '-D-AT_E _____ D_7 __ -• .,-_-0-6 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ___ , C,T 02-IS 44b-lL ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL aTY APPROVAL RVWD BY: SCALE AS SHOWN 3rd. SUB INSPECTOR DATE ,,,-, EXISTING 5D64E L/TILITY ACGE55 -"' EASEMENT \ -,::, \ .-t"\ EXISTING RIGH:{ \ \ , OF WAY'-- RECYCLED WATER PUMP STATION "'"' ' ' "' "' \ \ \ \ ' ' \\ \ '\, \ \ \ I I I __ gmplandarch.com 9404 Genesee Avenue Suite 140 La Jolla LANDSCAPE California 92037-1353 ARCHITECTURE Tel 858 558 8977 & PLANNING Fax 858 558 9188 I I I () -_, * .. i C~\.\ PROPERlY LINE DRAWN JR APPROVED "" 1st. SUB 09-01-06 2nd. SUB 11-16-06 .. ... 3rd. SUB 03-12-07 ,.. n " ... ,Uh. SUB 0.C.-24-07 * llYLAR SUB 10-2.C.-D7 JOB NO. 06-113 DATE 07-25 -06 SCALE AS SHOWN ( •o VIEH NORTH ALONG EL CAMINO REAL VIEH Y'IEST ALONG PALOMAR AIRPORT ROAD VIEH UP THE SLOPE FROM EL CAMINO REAL IMAGES OF EXISTING PUMP STATION BUILDINGS 4 UTILITIES T"REl:5 TO 6E PLANTED A MIN. OF 5' OUT OF R.O.H. APPROVED FOR PLANTING AND IRRl6ATION ONLY, INC,l-UDING PRECISE LOCATION OF PLANTING AREAS. ,---------.-A-S ___ B_U_IL--T=-. -------➔0-4--2-J--0---,---~---r-O-EH_R_E_QU_E_STE_O_D..1.ET_AI_LS_&_R_E"1-SI_ON_CL_OU_D __ 7Cil:--r---~--r---.------t ~ CITY OF CARLSBAD I SHEETS I ~ PLANNING DEPARTMENT I€, DATE Tlll.E: RECEIVED BY: INSPECTOR DATE ANO EASEMENT PLANS BRESSI RANCH CORPORA TE CENTER PROJEC, T ENTRY STATEMENT I----+----+------------------------1:::--::::::-::::~::::::::;::::::::::::::::::::::::::,=::===========: I APPROVED 11,.,t,j 4:-E::IA \-1l-..-r ~====:====~============================:====:====:====:===~ ~P:::L'::AN::;N;::IN:::G:::::::==:::;-;:::::=======:::;-;::::=D::::A TE=:=:::::: DWN BY: ---PROJECT NO. I DRAWING NO. CHKD BY: --C.T 02-IS 446-IL RVWD BY: OA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL OA TE INITIAL OTHER APPROVAL CITY APPROVAL 0 --·-··-··+-+-~~- ; I I • \ \ DRAWN JR www.gmplandarch.com illSCAp APPROVED MM "'°odi, h11t. SUB 09-01-06 9404 Genesee Avenue 2nd. SUB 11-16-06 " .... () ~ .. ~ 3rd. SUB 03-12-07 Suite 140 La Jolla -I "' ... ...... -'J-th. SUB 04--24--07 LANDSCAPE California 92037-1353 MYLAR SUB 10-24-0? ARCHITECTURE JOB NO. 06-113 Tel 858 558 8977 DATE 07-25-06 I ,/ I / I / I/ // I I! I/, /./ // // I /: I f I i -. ~ ..... ,._ ··---~-.•. ---. I r-1 ...... ..., -----~-/__ I i -I I ----- ! I I I I I 10 ., ____ IQ I TREES TO 6E PLANTED A MIN. OF 31 OUT OF R.O.ri. APPROVED FOR PLANTIN6 AND IRR.leATION ONLY, INCLUDINIS PRECISE LOCATION OF PLANTINIS AREAS. ~ CITY OF CARLSBAD SHEETS ,----------::-,. A.,...S,,-B"'U,,.l.,...L Tc::,.:---------+o-•--2-J--O-,--JR-rD:-::E,,-H -RE--Q-UE __ S ___ TE_D ...1DE ..... TA-,1LS-:-:&-R ..... EV1"'s=-=1oc-:N--::C::--:Loc-:uD=---•:.-,----r--r----.--l LANOSC-APE eRAOING PLAN L!2_J PLANNING DEPARTMENT I€:) DATE Tl1LE: RECEIVED BY: 8RESS/ RANCH CORPORA TE CENTER PROJECT ENTRY STATEMENT APPROVED PLANNING DA TE I I & PLANNING Fax 858 558 9188 SCALE AS SHOWN DWN BY: ---PROJECT NO. DRAWING NO I DATE INITIAL DATE INITIAL DATE INITIAL cHK□ BY,__ ,,..r· 02_15 44~-IL REVISION DESCRIPTION RVWD BY '-' '-' L~~~~~~~~~~---...:::::.::.::.J. __ ....::::::::::._~=======~=====~~~=======~~=:::!~EN~Gl~NE~E~R ~OF;;;WO~RK~=;;;;;;;=~~=~======~~O~TH=ER=AP=PR=OV~A~L :!::C::JTY=AP=P=R=OV~AL~~~~:;;;;;;;;;;========~===~~: INSPECTOR DATE L L ' -L " ., 6END5 ALTER-IA TE '-I ,:.__ -- } --\ 2-~vERT. F/ 2-~ VERT. ..J FOR 1-!ALL REIN!'. COR'IER 6ARS • 5AME J SEE f'>ECTIONS, 5IZE I &PA. AS HO~ TTP. WALL REIN!',. TTP. • CORNER INTERSECTION OPTIONAL CORNER olNuLE LA'T'ER OF REINFORCEMENT s HOOK TD.;/\ I I' L .. '/-~~ D ( I..,. -r-" ' ,. .. -.►. '-I) , ~ ' ~ I \ z., VERT. 2-, VERT. .J ' ' . • • . INTERSECTION OPTIONAL CORNER DOUBLE LA'T'ER OF REINFORCEMENT L • 3b0 OR 2'-'1>' MIN. FOR CONCRETE L , 480 OR 2'·0' MIN. FOr.1! MA&cNR, ' .,,./' • ,.,.,l ADD'L. ONE VERT. REINF. EA. !"ACE. SAME AS YERT. NALL REINF. / ~• CON~ROL JOINT COORDINATE LOCATION NI LAND&c:APE DRAl'<IN::i& •/ • • • _..,! ~ CONC. ~K WALL 1---------+~l ELEVATION KALL I-IEll:i.l-lT '1-1' 4'·0' :,'. '1)' 6' .tt,• i FOOTING, FOOTING KE, KE'!' "KET NIDTI-I Ti-HCK.NE$& 'TOE' DEPTI-I NIDTI-I 'V' aARS "1-l' eARS '6' ~rJI 'K' "t<H' TOE" 3'•'2)" 11-0' I' -(I)' r-t,• !'-~· I'·"·' '4 • 16' o.c. '4 • 16" o.c. 4'-«::I' !'•€JR .1•-4;,• 1'-f;,' I'-,:!)' l'-61 , • 16' o.c. '4 • lb" O.C. ·-----··•··--""""M !','-It>' 1i .. 3• 2'·"~ 2'·0' r~~K 2'·0' "6 • ?,' o.c. '4 • 16" o.c. NOTES, L PROVIDE CON&TRUCilONI CONTF<Ot. JOINT,• l!i'-0' MAX. PER~ • VERIFY LOCATION WIT.I LANO&cAFE ARCI-IITECT PRIOR V TO CON&TRJCTION. 2. REFEIS? TO DETAIL®. :RETAININC, WALL $Cl-+EDUJ_E WI 5LOPIN6 BACKFILL W, LL FOOTl1'1;, FOOTING KEY KEY 'KET' 1-lE :.HT WIDT.! TI-IICKNE 55 'TOE ' DEF'Ti-1 HIDTI-I 'V'eAR!i '.!' 6AR5 • • ·e· "T' 1(' 'KN' TOE' 41 .e,• 31 ~"~ I'. tt,• 1'-11)" ~· I'~"· 1'·'1>' '4 • lh' O.C. 14 • I&' O.C. !:,'.,:!)" 31~6" I' .ea• 11 .. 3• 1• .. 211 r .. e• 1• .. 3• ':> • lh' 0.C. '4 • 16" o.c . &'·"'' 4 ' .. :,• p .. 2• P-6~ J'~&l 1'-0' 11 ·6' '6 • a· o.c. '4 • 16" o.c. NOTE5, L PROYIDE CON&TRUCTIONI CONT~ JOINT,• l!:>'·lil>' MAX. PER~. VERIFY' LOCATICN Will-I LAND5CAPE A's!CI-IITECT PRIOF! 'C__:J TO CON5TRUCTION. 2. REFER TO DETAIL ffi. "K" 6AR5 . . '4 • 12" o.c. 1<." 6AR5 . . . HALL CAP ' VENEER FOR RETAINING WALL INFO. AT G'"'-i 51..0PiNGi 6ACK-FILL &EE ¾HED.0 PER LANO:>CAPE PRAWINC.5 ~ = = -"J 2 MAX. 1,:-..--- ' 2-'4 CONT.~-1 - 1'. tt,• MIN. FOOT INC', TO DAT'llul-lT •4 • Ia· o.c. (1-lJ DRAINAGE FER &oil& REPORT ,-'4 • 18" O.C. CONT. ;' CLF<. ·roe· '11:EYTO'.,....-.....,f 'KN' ,1'----,1<--=.:.-KEYHIDTI-l '6' FOOTll'-I:', NIDTI-I '4 • 18' o.c. (1-1) F/i;;TAININq, HALL NOTES, I. ALL MATERIALS, WORKMAN51-HP, DE&luN AND CON:,TRI.JCTION SHALL CONFORM TO MINIMUM STANDARDS OF Tl-IE CALIFORNIA 61.ilLDlr.«:ii CODE (C6CI (2.z:01 EDITION) ANO ANT' OTHER l'<EC:i'JLATORT' AuENCIE!i Wl-lO MAT' I-IAV1: AUTI-IORIT, OVER AN'!' PCRTION Of Tl-IE WORK. 2. FOUNDATION EXCAVATION, 6ACKflLL. AND COMPACTION 51-iALL CONFORM TO Tl-IE &OIL& REPCRT AND &PECIFICATION REai.JIREMENT&. THI$ CON5TRIJCTION NORI<. INCLUDING DRAINAC;E, 51-iCRIN(', AND 5UCI-I OTHER RELATED WORK A& REQUIRED, &HALL ee CONDUCTED 6T' Tl-IE CONTRACTOR UNDER THE 08&!:RYATION AND DIRECTIOr-1 OF Tl-lE GEOTECI-INICAJ. ENGINEER. ~-FOOTINGS $HALL 6EAI'< ON 50!.ID UNDISTURBED EARTI-I OR CON'TROLLED, COMPACTED FILL AND 51-iAL!. EXTEND A MINIMI.M DEFT!-! OF 24' 8ELCW LOWE&T ADJACENT FINl&i-1 GRAPE. MATERIAL TO 6E COMPACTED TO ~"' MINIMUM OF MAXIMIJM PRY DENS.ITT A5 Dl=JEi;a-tlNEO er ASTM Ci!:,!',1, 4. FOOTIN:JS MA, BE FOURED IN NEAT EXCAVATIONS f'ROVIDED SIZE 15 INCl'<EA5ED ~• AT EACI-I INTEi.fACE WITI-I &oil. :,. FOUNDATION EXCAVATION$ 51-iALL 6E KEPT FREE OF L005E MATEl'<IAL AND 5TANDINCil WATER AND 51-iALL 6E HAND CLEANED PRIOR TO PLACIN(; ANT' CONCRETE, f,, ALL A6ANDONED FOOTINGS, UTILITIES. ETC. THAT INTEF<fERE WITI-I NEW CON&TR\ICTION &I-IALL EIE REMOVED. 1. CONTRACTOF! SI-IALL PROVIDE FOR DESIGN AND IN&TALLATICN OF ALL CRl661Nei, &i-iEATI-IINCs, AND S~ORING REQ\IIRED TO SAFEL T' RETAIN EARTI-I 6ANK5. 8. 6ACKFILL 6EI-IIND WALLS WITI-I NELL DRAINING,, MATERIAL. AND PROVIDE DRAINAGE I WATERF'ROOFINCs AS DE5CRIBED IN 501L5 REPORT. 6ACl<FILL MATERIAL 6EI-IIND 1-!ALLS &HALL i-lAVE AN EXF'A"1510N INDEX LE&::i THAN !,12) (VERY LOW TO LOW ExPAN&IVE &olll, AND SHALL NOT 6E PLACED 1.1-lTIL RE:TAININ(!i KALL& I-IAVE CURED FOR A MINIMUM OF 18 DAYS. 9. ALL CONCRETE CON5TRUCTION &i-lALL CONFO~ TO cec CHAPTER 19 AND ACI 318 (LATEST EDITION;,). 112). CO.CRETE el-lALL I-IAVE A MINIMlN COMPRES&IVE STRENG Tl-I IN 28 DAl-'S OF :/NIii) P51. II, CONCRETE MIX DESIGN& &I-IALL 6E euaMITTED FOR REYIEH AT LEAST TWO WEEK! PRIOR TO use. MIX DE51GN& &HALL 8E F'ROPOFUIONED U51Nc. TEST .!l&TORY OR TRIAL 6ATCI-I HETI-IOD. IN ACCOl'<DANCE f-llTI-I Ce<; &ECTION iW5, 6\11:lMITTALS $1-iALL INCLUDE AC,C,REGATE C.RADATION&, CEMENT DATA AND 5Uf'fORTll'-I:', TE&T RESULTS. CLEARL r IDENTIFY WHERE EACH CONCRETE MIX 15 TO 8E USED ON THE PROJECT. 12. CONCRETE MASON~ IJNiT::i &HAL!. 6E MEDIIJM WEIGi-iT UNIT&, CONFOF!"'IINCs TO A&TM CW. U5E OPEN END UNITS NITI-I eOND 6EAM UNITS AT HORIZONTAL RflNFOFlCINC, . 13, &F'ECIFIED COMl"RE&5IVE &TRENGTI-I OI' i"iA&oN~ t'm , I~ PSI. COMPLIANCE WITI-I SPECIFll:0 COMPl'<ES&IV1: STRENC:!Ti-1 51-iALL 6E DETER'IINED FER cec &ECTION 2I"'!io..l 14. CEMENT FOR: MORT AA AND GROUT 51-iALL 6e TYPE I PORTLAND CEMENT C~l<MING TO A5 TI1 Cl!¼ll. AeiGREGATE &HALL COMF'LY WITl-l A&TI1 Cl44 FOR MORTAR AND ASTI1 C4/Zl4 FOR GROUT. 1-l,ORATED LIME PER A&TI1 C21Z'1, QUICK LIME f'ER ASTM C!,, HATER SHALL 65 CLEAN AND POTA8LE. NO AOMIXiJRE5 ARE PEi-MltTED IN MO!<TAR AND C.ROUT. lli, MORTAIS? SHALL 8E TYPE 5 FER cec, fREt,l,IL r PREPARED AND UNlFOi;!1L T' MIXED AND CONFOFiMINC, TO A&TM C21'1>. AV1:RAGE COMF'RE&SIVE i:oTRE&& OF MORTAR IN 2& DAY5 1$HALL 8E lu,el F'&I. 16. C.f<OUT FOr.1! F'OJRING 5HALL 6E A FLUID CON5I5TENCT' AND CONFOFiM TO ASTM C41&. A MINIMI.M COMPRE&SIYE STRENGTel IN 1& DAT'$ OF 20012) F&I 15 REQUIREO. 11. ALL \JNIT5 51-IALL 6E LAID UF' IN li!lJNNING 6CND UNLE55 OTHERWl&E NOTED. I&. SPECIAL IN&f'ECTION PER cec CHAPTER 11 AND QIJALIT'f ASSURANCE PER &ECTICN 21"'!:> ARE Fi!ECIUlR:ED. &PECIAL IN5PECTION 51-JALL 6E CONTINUOJS UNLE55 OTI-IERWl&E NOTED. I~ REINFORCING &TEEL 51-iALL 6E DEFOJ.n:D 6ARS CONFOF!"'IINGi TO A&TM AblSi, GRADE h(I), i.lNLE&5 on-lE~l&E NOTED. 2(1), REINFORCEMENT SI-IALL 6E CLEAN OF RU5T, GREASE, OR orµER MATERIAL& LIKEL 'I' TO IMPAIR 6CND TO CONCRETE. ALL REINFORCINCi 6AR 8END& SHALL 6E MADE COLD. 21. REINFORClt-K. DET AILIN6, 6ENDIN5 AND PLACING S''"ALL 6E IN ACCORDANCE WITI-I Tl-IE CONCRETE l'<EINFORCINGi STEEL IN&TITUTE 'MANUAL OF ST AND ARD f'l<ACTICE' (LATE&T EDITION/. ALL 6.ARS !;1-iALL 8E MARKED 50 TI-IEIR IDENTIFICATION CAN 6E EA&IL 'I' MADE FOR PLACEMENT AND IN&F'ECTiONS. 22. RElr-F4'RCINGi fiTEEL NOT 5PECIFICALL, 51-iOHN I~ HALLS, 5i.A65 OR 6EAM5 51-1ALL flE A$6uMED 51MILiR AS TYPICAL &ECTION& AND DETAILS WI-IEl'<E REINFORCING, IS 51-!0HN, 23; MINiM_f1 LAP 5f'LICES OF REIN"ORCINCs 6.ARS SI-IALL 6e AS FOLLOlai::i, UNLESS OTI-IERNISE NOTED ON PLANS, AJ q:NCRETE, CLA&S 8 A5 DEFINED IN ACI ~Ie-a9 6/ 1-jASONR'f, 4r., BAR DIAMETERS OF! 24' MINIMIJM. 24. ALL f1IZONTAL HALL A'JO NALL FOOTJNC:, REINFOl'<CEMENT SHALL BEND AROUND ALL CO!iiNERS AND XTEND :'>0 ElAR DIAMETER!:>, UNLE&5 NOTED OTHERWli>E. ,~. f'RIO TO CON&TRUCTION, FINISI-I REQUIREMENT:>, 6AF<RIER AND WALL CAF' DETAILS SHALL BE AFPrD 6'1' Tl-II: LAND&cAPE AACI-IITECT, "' ' ~GSSI Structural Engineers ' I r: 2445 f int. Avec,;w,, Suitt: 300 $al\ 01,,to, cai,rcrniai 92101 ruL !61Sh iMJi'-~10 r~ [619; 6fi7•Jal4 ll BLOCK WALL ~ CONTROL JOINT 1e R TAINING WALL <MAXIMUM HEluHT = 6'-0") (i;" -------------------------~..Lc.L.... ___________ --:-____________ __:o,.._,,a__ ______________ ~l-==-==-==-=--:-:-:=-:--1:=\= l'-::l:=-=:::-=-+.I =:::--:-:-=-:=:-:-:=-=::-::-1;:::::;::~:;-;:::;::;;:;~=;::;:;;::::;;:::::;::;:::::::::::::::::::==:;-;:::;:::::::::;:::;;:;- www.gmplandarch.com t-'-l>BCA,o \/,OOdt 9404 Genesee Avenue ... <.> ~ "' Suite 140 La Jolla -.., ... ..... LANDSCAPE California 92037-1353 * ARClilTECTIJRE Tel 858 558 8977 & PLANNING Fax 858 558 9188 TREES TO BE PLANTED A APPROVED FOR PLA~TING AND IRRIGATION ONLY, ~ CITY OF CARLSBAD ~ _______ ,-------..,,.,.-,-----,,,e--------..t-:M_::l_:,:N·:_:O~F_:3'_:0::U;_:.T_:O:::_F_:R:·:0::_.H:_. _1_:IN:C::LUD=IN'..::G:...:PRE=:C::l:::SE:.jO;_C:A:,T~IO::_N:.:_:O::,F...'..P_:LA:.:NT~l'..::NG:..:_A:_:REA;::_::S·~ '"~=b=~==PL::A::::N::::Nl::::N::::G:::D::::E:::::PA::::R:::::T::::ME::N:::::T====-=~=b~ "AS-BUJL T" 04-23-0 JR DEH REQUES1ED DETAILS & RE\IISION CLOUD r STRl.l(;Tf/RAL OETAILS DRAWN Jll APPROVED "" ht. SUB OQ-01-08 2nd. SUB 11-16-06 3rd. SUB 03-12-D7 Tl'TLE, 4th. SUB 04--24--07 RECEIVED BY: MYLAR SUB 1D-24--07 JOB NO. 08-113 DATB 07-2:5-06 SCALE AS SHOWN INSPECTOR DATE DATE BRESSI RANC.H C.ORPORA TE C.ENTER PROJEC. T ENTRY STATEMENT 1----+--+--------------+---1---+---+--+---1 IA _P_P_R_o_vE_D __________ _ _PLANNING .,,.D.,..,ATE=---- DA TE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. C.T 02-15 DRAWING NO. 44fi-lL