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HomeMy WebLinkAboutDWG 450-6L; SDP 06-04; ROBERTSON RANCH PA 15; 01-19GENERAL NOTES RECLAIMED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICTS "CARLSBAD RECLAMA T/ON RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DA TED OCTOBER, 1993. RECLAIMED WATER SYSTEM (PRIVATE) 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY BY RECLAIMED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FAC/LlnES SUCH AS PICNIC TABLES, BBQ'S, PLAYGROUNDS, SAND TOT LOTS, ETC. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIM/NA TE OR CONTROL, TO THE BEST EXTENT POSSIBLE, PONDING RUNOFF, OVERSPRA Y AND MISTING. ROBERTSON RANCH -PA 15 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES ANO POTABLE WATER LINES IS STRICTLY PROHIBITED. 6. NO SUBSnTUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL ON-SITE PIPES SHALL HA VE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICTS RULES ANO REGULATIONS. 8. THE /RR/GA T/ON SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10: 00 P.M. AND 6: 00 A.I.I. THE FOLLOWING MORNING (SPOT /RR/GA TION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERv1S/ON PERSONNEL ON SITE. 9. PROv1DE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING ANO PIPING. 10. NON-DESIGNA TEO USE AREAS SHALL BE PROTECTED FROM CONTACT FROM RECLA/MEO WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPL/CATION, THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION, PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVERSPRAYING ON SIDEWALKS, STREET, AND NON-DESIGNATED USE AREAS. 12. RECLAIMED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE FOR THE USE ON RECYCLED WATER. DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES PER CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS). 13. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. SIGNAGE NOTES THE FOLLOW/NC GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTR0/.1-ER WHERE THEY ARE EAS/L Y v1S/8LE. PLACE ON 8-1/2" X 11 • SIZED S/CN. COLOR: PURPLE BACKGROUND l+ITH BLACK LETTER/NC. 1. GUIDELINES FOR RECLAIMED WATER USE A. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.I.I. ONLY. WA TERINC OUT.SIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERv1SORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DUR/NC USE OUTSIDE THE NORMAL SCHEDULE. 8. /RR/GA TE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, ANO PONDING. THE APPL/CATION RA TE SHALL NOT EXCEED THE INFILTRATION RA TE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COi.iPA TIBLE WITH THE LOWEST SOIL INFILTRATION RA TE PRESENT. THIS PROCEDURE MAY BE FAG/LITA TED BY THE EFFICIENT SCHEDULING OF THE AU TOMA TIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL /RR/GA TION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY HEADS TO ELIM/NA TE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PR/VA TE PA nos ANO LOT.S, ANO STREETS ANO SIDEWALKS. 0. MONITOR ANO MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT ANO MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. BUILDING AREAS --~0 I ' I I I I I I I I I I .....- \ ---I \\I --I ---I -- I 14. ALL /RR/GA TION PIPE SHALL BE STENCILED WITH THE WARNING "NON-POTABLE OR RECYCLED WATER" COLOR-COOED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR £DUCA TING EACH EMPLOYEE ANO ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECLA/MEO WATER. MAINTENANCE PERSONNEL MUST 8£ INFORMED THAT WATER IS FOR /RR/GA TION PURPOSES ONLY ANO IS NOT APPROVED FOR DRINK/NC OR FOR HANO ANO TOOL WASHING, ETC. GIVEN THE HIGH TURNOVER RA TE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THAT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. I ~ \ I 15. ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE GENTER LINE OF PO TABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER ANO RECLA/MEO WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. 19. DEVELOPER/CONTRACTOR SHALL CONDUCT A COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENC/NEER ANO THE SAN DIEGO COUNTY DEPARTMENT OF ENv1RONMENTAL HEAL TH SERVICES PRIOR TO ANY USE OF RECLAIMED WATER. THE REQUIRED CROSS-CONNECTION F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MOD/FICA TIONS TO ANY PR/VA TE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, ANO APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE l+ITH DISTRICT STANDARDS. 1. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH /DENT/FICA TION TACS. A. TACS SHALL BE WEATHERPROOF PLASTIC, J"x 4~ PURPLE IN COLOR, l+ITH THE WORDS "WARN/NC RECLAIMED WATER -DO NOT DRINK" IMPRINTED \ I z ·\ z I C z ,, ~ \ I C .,. -I 0 I I I I \ I I \ I I I\ I I I I I I SHUT DOWN TEST SHALL BE BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENv7RONMENTAL HEAL TH 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE F0/.1-0WING: RECYCLED WATER -QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL HA VE ACME TYPE THREADS AND PURPLE COLORED LOCK/NC COVERS PERMANENTLY A TTACHEO TO THE VAL VE QUICK COUPLING VAL VE SPIKES SHALL NOT BE INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES. ON ONE SIDE, ANO "A v1SO -AGUA /!./PURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT ANO BLACK IN COLOR. USE TACS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. 8. ONE TAG SHALL BE ATTACHED TO EACH VAL VE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR l+ITH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 1\ \[µ \ I ; \ I 21. THE REQUIRED CROSS CONNECTION INSPECTION WILL BE OONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF ENv1RONMENTAL HEAL TH COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECT/NC PARTY. 22. DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "DO NOT DRINK" ON THESE PLANS. 23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRlnNG. THIS INDIVIDUAL SHALL BE FAMILIAR l+ITH PLUMB/NC SYSTEMS l+ITH/N THE PROPERTY, l+ITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT 808 GROBBEL (619) 520-9563 OR AFTER HOURS CONTACT 808 CROBBEL (619) 520-9563 24. SHOW ALL PUBLIC & PR/VA TE POTABLE WATER MAINS ON IMPROVEMENT PLANS. 25. A PHYSICAL SEPERA TION SHALL BE PROVIDED BETWEEN ADJACENT AREAS /RR/GA TED l+ITH RECYCLED WATER AND POTABLE WATER. SEPERA TION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. ITEMS NOS. 8, 19 & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER. ITEM NO. 22 THE S/GNAGE PLAN SHALL BE PART OF THIS 1.P. BUT THE ACTUAL SIGNS & TAGS l+ILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF R.C. WATER. GENERAL NOTES 1. PRIOR TO THE START OF GRAD/NC, THE APPLICANT OR APPLICANTS AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIM/NC OF THE SLOPE PLANTING AND /RR/GA TION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREESTANDING, RETAIN/NC AND CRIB WALLS /!./MEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS CRADINC PROGRESSES. 2. INSTALLATION OF /RR/GA T/ON AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE l+ITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. J. PLANTING AND /RR/GA TION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, l+ITHIN JO DAYS AFTER THE /RR/CAT/ON FIRST COMMENCES. 4. WATER SERVICE (POINT OF CONNECTION) INSTALLATION, TEMPORARY OR PERMANENT, SHALL BE IN PLACE TO COINCIDE WITH PLANTING TIMING SPECIFIED IN SECTION E.3-1 5. DUE TO THE RELOCATION OF UTILITIES AFTER PLAN APPROVAL, CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS ANO REVISE PLANS ACCORDINGLY TO SCREEN UTILITIES. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH /~-C Gl.ENN LEEKS TYPICAL SIGNS IN ORDER TO CONSERVE WATER RECYCLED WATER IN USE ~-22-07 DATE, REVIEWED ~~~ER BLACK LOGO 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. 2. EACH AUTOMATIC CONTROLLER AND /T.S ASSOC/A TED EQUIPMENT SHALL BE IDENTIFIED l+ITH A S/CN BEAR/NC THE WORDS "RECLAIMED WATER USED FOR /RR/GA TION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKROUND. THE S/CN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERA T/ONS PERSONNEL UTILIZING THE EQUIPMENT. ALL /RR/GA TION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER ANO RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER~ APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY ~8 SITE AT www.ci.corlsbad.ea.us/pdfdoc.html?pid=J40 INSPECTION PROCEDURES: 1. INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIF/CA TINOS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS 2. FOLLOl+ING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK l+ILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMlmNC THE "FINAL LANDSCAPE CERT/FICA TION FORM". A REQUES[ FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUS[ AL SO BE I.IADE BY CAWNG TH£ INSPECTION REQUEST LINE "FINAL LANDSCAPE CERTIFICATION FORM" FAX T0:76D.944.8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: 760.602.4602 DEVELOPER'S NAME & ADDRESS: CALA VERA HILLS II, LLC 2 750 WOMBLE ROAD SAN DIEGO, CA 92106 PHONE NO: {619) 794-1252 FAX NO: (619) 336-3010 CARLSBAD MUNICIPAL WATER DISTRICT 7, 1~·1,00] ~~ r::~~•L-c {;,-/_4-t77 DATE, W1L IAMYi>uJMMER R.C~ DATE'. DEPUTY CITY ENGINEER EXP. 3/31/06 PURPLE BACKROUND 36" (N. T.S.) ~ 1" BLACK LETTERS DO NOT DRINK NO TOME EL AGUA WARNING RECYCLED WATER DO NOT DRINK ECYCLED WA TEA P.E. WASH HANDS AFTER CONCTACTING . .;,, v~ CITY 0 \ CARLSBAD rn OECLARA TION OF RESPONSIBLE CHARGE: 8 ,,~ 0 1¾. "' OF 1 VICINITY MAP NO SCALE I HEREBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE ANO THAT THE DESIGN IS CONSISTENT l+ITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAl+INGS ANO SPECIFICATIONS BY THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH AND THE CITY OF CARLSBAD IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJcC T DESIGN. THESE PLANS HA VF: BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, ANO ALL CONDITIONS OF APPROVAL RELA TINC TO LANDSCAPING FIRM NAME & ADDRESS: HOWAR ASSOC/A TES, C., 8880 RIO SAN DIEGO DRIVE, SUITE 350 SAN DIEGO, CA 92108 >1- JOHN W. HOWARD, LANDSCAPE ARCHITECT RLA 2919 PHONE NO(S): (619) 718-9660 RECISTRA TION NO(S): RLA 2919 "AS-BUILT " EXP. ____ _ DATE EXP/RATION DA TE: 7 /31/08 FAX (619) 718-9669 DATE BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER's STAT/ON 454+92 PER R.S 1800-1 WASH HANDS AFTER CONCTACTING LAVESE SUS MANOS DESPUES OE USAR L VESE SUS MANOS DESPUES DE USAR REVIEWED BY: 16 -iS I ----11 INSPECTION PROCEDURES 1. CITY CONSTRUCT/ON INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES. 8 . TRENCH DEPTH. C. REQUIRED SEPARATION (HORIZONTALLY AND VERT/CALLY). 0. PIPE /DEN TIFICA TION. E. POINTS-OF-CONNECTION (Poe's). F. LOCA T/ON AND /OEN TIFICA TION OF SPRINKLER HEADS. SHEET TITLE SHEET NUMBER TITLE SHEET L01 IRRIGATION PLAN L02 IRRIG. LEGEND, NOTES, & DETAILS L03-L04 IRRIGATION SPECIFICATIONS L05-L06 PLANTING PLAN L07 PLANTING LEGEND, NOTES, & DETAILS L08-L09 PLANTING SPECIFICATIONS L10 RECREATION AREA CONSTRUCTl.ON PLAN L11 CONSTRUCTION PLAN L12 CONSTRUCTION LEGEND & NOTES L13 CONSTRUCTION DETAILS L 14-L 16 FENCING PLANS, LE•EMI> ,,_ ~OTES L 17-18 l'EIJCING SP!CIFICA TIOWS L18 KEY MAP LEGEND - FIRE HYDRANT POINT OF CONNECTION FOR RECYOLED WATER (METER AND BACKFLOW PR~ENTION) POINT OF CONNECTION FOR POTABLE WATER POT ABLE Y'lA TER METER "DO NOT DRINK" SIGN LOCATIONS ALL PROPOSED PLANTED AREAS TO USE REC.YC.LED WATER REC.YC.LED WATER MAINLINE --" -, -POTABLE WATER MAINLINE SUBDIVISION BOUNDARY LOT LINE . ---260·--- C. WARN/NC SIGNS AT THE SITE ANO ON THE TRUCKS HAUL/NC RECLA/MEO RIGHT OF WAY CONTOURS WATER (IF RECLA/MEO WATER IS USED FOR CONSTRUCTION). AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY ANO THE DISTRICT, ANO BE FORWARDED TO THE SAN DIEGO COUNTY DEPAR7MENT OF ENVIRONMENTAL HEAL TH PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECE/v1NG RECLA/MEO WATER. 8. WARN/NC SIGNS ANO LABELS. C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE /RR/GA TION CONDITIONS INCLUO/NC WINDBLOWN SPRAY, RUNOFF, ANO POND/NC. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELL, STREAMS, RESERVOIRS, ETC. C. CROSS-CONNECTION. J. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART 8 AND PART C OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENC/NEER, CITY ENC/NEER & DISTRICT ENC/NEER PRIOR TO IMPLEMENTATION IN FIELD. DATE, 0~/11/01 DRAHN BY, JAH/CG JOB NUMBER, 2100.6~ FILE, :HOWARD · • ASSOCIATES landscape architecture rl• 2919 REVISIONS, 8880 rio ••n d i ego dtl we •u!te 350 ••n die110 ~• !1,1108 6 19 7!8 9660 FIRE HYDRANT -I STREET LIGHT -----P _'v_v_ GRADED SLOPES (2: 1 MAX) __ _l_ ____ L __ DAYLIGHT LINE BROW DITCH FLOW DITCH . APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNING DEPARTMENT SHEETS L 19; LANOSC.4P£ PLANS FOR: , ROBERTSON RANCH PA 15 C.T. 02-16 2" BLACK LETTERS RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DA TA} DATE INITIAL DATE INITIAL DATE INITIAL DRAWING NO. 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 12" X 36" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS INSPECTOR DATE ELEVATION: 68.479 DATUM: U.S.C. d: G.S. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL _450-6L CMWD -• I I I \ I I \ I I \ AIO 5°-c\• Ee. ACf 6"-0" Ee. X 6V ;•-o·I Ee. X I I I I \ \ G<I,,V 6"-0" 6\/ 5'-0" Fe X \ \ I 1-1;4 -kffi"I \ ~\>l \ I \ I I \ \ I I" \. \, I \ GCV 15' "Ed · 1\ "Fe \ 6V 16'-0 Ee. ¥ \ ' ." Fe•-~ I \ I I I I \ \ L-1-C)~ I \ I \ I \ I \1 II G.CV 4"-0 Fe At> :3"-0" X I 6V :2"-0" e X I, I I I I I I j,_ t \ f/4 -1----0--<q : Z ROi"I Al2 1:3'-0" M X 11-0• 6V'I 6V 12"-0" 6V'I X l"-0" 6V'I ___g_ Al:3--!?'-6 144 :3'-6" ~ X 1·-0• ·.acni:l!St'(.x f'-o'! ert .)(.-11.,&,• EINXI~ ,14--.. _,~..,1, '5';· M INLINE te• flt;;h',~ 42.3 kEA "OFF/01= TROL I'll 5 EYE NLINE ~t--ii\l~~~-q I" 2 " 2 " 1-1/4 9" MAINL I • ~RTY -1-1/4 '--,_'A' CO~LL.ER 6'-6" FJl'i X l'-0" F6 50.5 o-1 CONTRACTOR RESPONSIBLE FOR ALL NECESSARY CONNECTIONS AND MATERIALS FROM CONTROLLER 'O ' TO ELECTRIC METER PROPOSED@ STA. 1:3+00 2 " 3 /4 II illl 3 /4 APPROVED FOR PLANTING "AS-BUILT " AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 02/21/0~ DRAl-lN SY, JAH/CG JOB NUMSER,02100h=5 FILE, REVISIONS, HOWARD ASSOCIATES landscape architecture rla 29 19 8880rio aan diego drive oulte 350 ~an die@O c a 9'.1108 619 718 9660 C'J~. P.E. INSPECTOR DATE ;. t,., . ....., DATE '-6" FC X I' :3'-6!L-FC-X -l!-,Q_'.' -.---_ I" 3 /4 !5 .. 3 /4 BLDG#1 MAINLINE AND VALVES S NIN PAVING FOR GRAPHIC CLARITY ONLY. WHEN INSTALLING, LACE MAINLINE AND VALVES IN PLANTING AREAS. :3" MAINLINE ~~• Fe, TYP. G.CV 9'-0" FJl'i X l"-0" Fe A4 :2'-0" FJl'i X l"-0" Fe ~ 6V I "-0" FJl'i X I '-0" FC. ~ !5/4 ~ /4 /4 ?5/4 9" MAINLINE 1:2" Filll. BENCHMARK: DESCRIPTION: STANDARD Al-10 STREET CENTERUNE ~LL AIONUAIENT LOCATION: CENTERUNE OF EL CAAi/NO REAL ATENGNEER~S~llON45./+92 PER R.S 1800-1 3 1.2 , ' , \ \ RECORD FROM: COUNTY BENCH LEVELS {NO. COUNTY VERT. CONTROL DA TA) CIIITE 20.1 CG MM MM MM INITIAL ELEVATION: 68-179 DATUM.· U.S.C &-C.S. ENGINEER Of' WORK BACKFLOJl'i A SPECIFICATION REVISION HARDSCAPE REVISIONS ADDED VEGETATED SWALES AS-BUil TS 03/18/09 REVISION DESCRIPTION PeR 3 /4 1-1/2 CIIITE -l-- i I ---...,. ~ 1.0 1.4 INITIAL O"IHER APPROVAL 0 I" CIIITE INITIAL CITY N'PR<NAL ABBREVIATIONS ANJ2 Sl'.MBQLS AP AN6LE POINT 6C BACK OF GUR6 6D eROJl'i DITCH 6V 6,tJ..L VAL VE 6V'I 6ACK OF Jl'iALK Ee. END OF GUR6 EJl'i END OF Jl'i,tJ..L F6 FACE OF E3UILDIN6 FC FACE OF GUR6 FL FENCE LINE FJ.'11 FACE OF Jl'i,tJ..L PCR POINT OF GUR6 RETURN PR POINT OF ~E G:-le GUICK COUPLIN6 VAL VE GCV 60'-0" PCR X l'-0" 6V'I A2:3 61"-0" PeR X l"-0" 6V'I A2O 62"-0" PeR X l'-0" 6V'I A22 6:3"-0" PCR X l'-0" 6V'I A21 64"-0" PCR X I "-0" 6V'I 6V 65-0" PCR X l'-0" 6V'I NOTE: MAINLINE AND VALVES SHOWN IN RIGHT-OF-WAY AND STREET FOR GRAPHIC CLARITY ONLY. WHEN INSTALLING PLACE MAINLINE AND VALVES IN PLANTING AREAS OUTSIDE OF THE STREET RIGHT OF WAY. G.CV Cf'-6" PILAST!:R X l'-0" 6V'I A26 f>'-6" PILAST!:R X l'-0" 6V'I A25 i'-6" PILAST!:R X l"-0" 6V'I A24 6 1-611 Pll.AST!:R X l"-0" 6V'I 6V 5 1-611 PILAST!:R X l'-0" 6V'I 0 10' 20' i i i FOR IRRIGATION LEGEND, NOTES, & DETAILS SEE SHEETS 03-04 FOR /RR/GA T/ON SPECIF/CATIONS SEE SHEETS 05-06 FOR PLANTING PLAN SEESHEET0l FOR CONSTRUCTION PLAN SEE SHEET 12 60' Scale 1 =20' I North [IQ!II CITY OF CARLSBAD II SHEETS I PLANNING DEPARTMENT L 1 9 !RR/CATION PLAN FOR: ROBERTSON RANCH PA 15 C.T. 02-16 'APPROVED ~::( 4-etil..J\- Pl.ANNING .;.~.,i I DATE OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: SOP 06-fJ.f. RVWD BY: 450-6l CMWD_-_ --1 IRRIGATION NOTES I. THE IRRIGATION PLAN 15 DIAGRAMMATIC.. ALL IRRl6AT10N EQUIPMENT SHALL BE LOC.ATED IN PLANTING AREAS ONLY, UNLESS NOTED On-+ERl"IISE. REFER TO n-+E IRRI.SATION LEGEND AND DETAILS FOR EQUIPMENT AND INSTALLATION. 2. C.ONTRAC.TOR SHALL KEEP n-+E PREMISES C.LEAN AND FREE OF EXC.ESS EOIJIPMENT, MATERIALS, AND RUOOISH INCIDENTAL TO ...ORI< OF THIS SEC.TION. C,. A. ALL RISERS SHALL BE P,V,C,. SCHEDULE W. 6. ALL PIPE FITTINGS SHALL BE P.V.C.. SC-HEDULE 40. 4. A. ALL HIRE SHALL 6E 14 GAUGE Av-.G (MAX. eA~E;) HITH SHEATH, MAXI-HIRE 6Y PAIGE ELEC.TRIC.. DIREC.T ~RIAL TYPE, AND ALL SPLIC-ES AND C-ONNECTIONS SHALL 6E MADE HITH ::SM GELPAC-K Df.\Y C-ONNECTOR5. 6. EAC.H C-ONNECTION FROM DEC.ODER TO VALVE SHALL MAINTAIN n-+E SAME HIRE C-OLOR AS DEC.ODER. C.. ALL HIRES SHALL BE INSTALLED HITH THO (2) FEET OF EXC-E55 HIRE (C.OILED) AT n-+E END OF EAC.H HIRE RUN. D. C.ONTROL HIRE SHALL BE ~NDLf;D AND PLACJ;;D f.\f;NEATH MAINLINE. E. VALVE SHALL BE A MAXIMUM 15' FROM DEC.ODER. F. C-ONTROL HIRE SHALL FOLLOV'I MAINLINE. G. LOOP HIRE 6AC.K TO C-ONTROLLJ;;R IF C-ONTROLLJ;;R V'IIRE RUN 15 LONGER T\-IAN 2,4 MILES. H. C-ONTROL V'IIRE5 (I.E. MAXI-HIRES) MUST MAINTAIN A I0-FOOT SEPARATION FROM aEC-TRIC.AL TRANSFORMERS t UNDERGROUND HI.SH VOLTAGE FOHER LINES. 5. BAC.KFLOH PREVENTION DEVICES SHALL 6E LOC.ATED AS INDIC-ATED ON THE IRRIGATION PLAN. INSTALL.ATION SHALL C-ONFORM TO LOC.AL GOVERNIN$ CODES AND REGULATIONS AND MANUFAC.WRER'5 SPEC.IFIC.ATIONS. C,Ml-'JD BAC.i<:FLOH 5PEC.IALl5T TO APPROVE LOC.ATION ph. (1t>O) 4::\e-2122 ><11;;2 t>. C.HEC-K VALVES SHALL BE USED HHERE INDICATED AND HHERE NEC.ESSARY TO PREVENT HATER FLOH FROM LOV'IER ELEVATION HEADS HHEN SYSTEM 15 WRNED OFF. 1. ALL PRESSURE MAINLINES SHALL HAVE EleHTEEN (le) INC-HES OF C-OVER, AND ALL LATERALS SHALL HAVE THELVE (12) INC-HES OF C-OVER. TRENC-H BAC-KFILL SHALL 6E FREE OF ANY MATERIAL THAT MAY DAMAGE IRRI.SATION PIPE OR EOIJIPMENT. IN THE EY!:NT OF 6AC.KFILL SETTLEMENT, C-ONTRAC-TOR SHALL PERFORM REQUIRED REPAIRS AT HIS OHN C.OST. e. ALL AUTOMATIC. VALVES SHALL BE LOC.ATED HITI-lll-,( SHRUB AREAS. IN f.\OXES SHALL BE INSTALLED IN PURPLE VALVE f.\OXE5, ONE VALVE PER f.\OX , HITH FOUR (4) INC-HES OF PEA .SRAVEL 6ENEATH EACH VALVE. BALL VALVES SHALL BE LOCATED IN SEPARATE VALVE f.\OXE5. 'l. MAINS, HIRE, AND LATERALS UNDER VEHIC.LE PAVING SHALL BE PVC. C.L e\I5 HITH e\6' MINIMUM c-oVER. ALL MAINS AND HIRE UNDER PEDESTRIAN PAVING SHALL 6E PVC, SCHEDULE 40 HITH le' MINIMUM =vER. ALL LATERALS UNDER PEDESTRIAN PAVIN$ SHALL BE PVC. SCHEDULE 40 HITH 1::2' MINIMUM C.OVER. 10. AUTOMATIC. C.ONTROLLERS SHALL BE SIZE AND TYPE AS NAMJ;;D, AND INSTALLED V'IHERE INDIC.ATED ON IRRI.SATION PLAN. C-ONTROL HIRES SHALL 6E SLEEVED uNDER PAVIN$ IN I' DIAMETER ELEC.TRIC.AL C.ONDUIT. I C-ONTROL HIRE MAX. FER SLEEVE. A. 1.20 VOLT SERVIC.E TO C-ONTROLLER SHALL BE PROVIDED BY TI-IE OHNER. II. PRIOR TO BAC.KFILLING IRRIGATION TRENC-HES, A. ALL MAINLINES IN TI-IE SYSTEM SHALL BE C.AF'FED AND PRESSURE TESTED AT 1:25 P.5.1. FOR A PERIOD OF FOUR HOURS. ANY LEAKS FOUND SHALL BE c-oRREC.TED BY REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALLING NEH MATERIAL IN ITS PLAC-E. B. ALL LATERALS SHALL BE PRESSURE TESTED AT DESIGN PRESSURE FOR ONE HOUR. C.. TI-IE C.ONTRAC-TOR SHALL NOT ALLOH NOR C.AUSE ANY OF HIS HORI< TO BE C-OYERED UNTIL IT HAS 6EEN INSPEC.TED, TESTED AND APPROVED BY TI-IE OHNER'5 AUTHORIZED REPRESENTATIVE AND C.ITY INSFEC.TOR. 12. IRRI.SATION C.ONTRAC.TOR SHALL AD..AJST ALL HEADS TO PROVIDE EVEN c-ovERAGE AND TO KEEP SPRAY OFF ~IL.DINGS, HALKHAY5, HALLS, AND DRIVES. 1:5. HHEN n-+E SPRINKLER SYSTEM IS C-OMPLETED, TI-IE C-ONTRAC.TOR, IN n-+E PRESENCE OF TI-IE OHNER'S AUTHORIZED REPRESENTATIVE, SHALL PERFORM AC-OVERAGE TEST OF HATER AFFORDED THE PLANTING AREAS TO ENSURE IT IS C-OMPLETE AND ADEQUATE. C.ITY INSPEC.TOR TO APPROVE =vERAGE. TI-IE C-ONTRAC.TOR SHALL FURNISH ALL. MATERIALS AND PERFORM ALL HORI< REOIJIRED TO C-ORREC-T ANY INADEQUAC-IE5 OF C-OVERAGE AT HIS OHN C-OST. IRRIGATION C.ONTRAC.TOR SHALL MAINTAIN TI-IE SYSTEM FOR A PERIOD OF SIXTY (60) DAYS AND SHALL HATER ON A DAILY BASIS. 14. PRIOR TO FINAL AU-EPTANC-E, TI-IE C-ONTRAC.TOR SHALL FURNISH TO THE OHNER A C-OMPLETE 'AS-~ILT' DRAHING AND THREE PRINTS SHOHING EXAC-T LOC.ATIONS OF ALL ITEMS INSTALLED. 15. PRIOR TO FINAL Ac.c.EPTANC-E, THE IRRIGATION C-ONTRAC-TOR SHALL PLAC-E A LAMINATED, REDIJC-ED C.OP'f OF THE AS-~IL.T IRRIGATION PLAN, C.OLOR-C-ODED AS TO C.OVERAGE AREAS FOR EAC-H VALVE, IN TI-IE C-ONTROL.LER ENC.LOSURE. 16. THE IRRISATION C.ONTRAC-TOR SHALL 0.JARANTEE TI-IE ENTIRE IRRISATION SYSTEM ~o BE FREE OF DEFEC.TS IN ...ORKMANSH,P AND MATERIALS FOR A PERIOD OF ONE (I) YEAR FROM FINAL. AC.C.EPTANC-E BY THE OHNER. rr. "THRUST 6LOC.KS C-ONSISTING OF A MINIMUM OF I C.Uf.\lC, FOOT OF C-ONC-RETE (2,000 PSI) SHALL BE INSTALLED AROUND MAINL,NES :, " AND ABOVE AT ELOOHS AND AT POINTS OF C.HANGE IN DIRECTION." (C.ITY OF C.ARI.SBAD LANDSCAPE MANUAL IV:5-5). le. INSTALL POP-UPS V'IITHIN 10 FEET OF ALL PEDESTRIAN USES. l'l. ALL IRRIGATION EQUIPMENT UTILIZING REC.I.AIMED HATER SHALL. BE C.OLORED PURPLE PER C.ARLSBAD MUNiC.IPAL HATER DISTRIC.T REQUIREM!;;NTS. 20. USE PAGE ELEc.TRIC, MAXIC,OM HIRE FOR 2-HIRE DEc-oDER HIRE PATH. ::21. HARNINe TAPE5 REGUIRED (:2) ONE TO BE LOC.ATED DIREC.TL.Y ON TOP OF MAINLINE AND ONE 1::2" ABOVE. 2.2. SURGE PROTEC.TOR AND GROUNDING ROD 15 Ni;;EDED EY!:RY 4!>0' OF L,NEAA OF CONTROL "1IRE. SEE RAIN6IRD 5PEC.IFIC.ATION5 FOR GROUNDING INSTRUCTIONS. 23. POP-UP HEleHTS ARE TO BE 6" HleH IN WRF AND 1::2' HleH IN GROUNDC-OYE!'I:. 24. IRRIGATION C-ONTRACTOR SHALL VERIFY TI-IE 600 AREA AND TOT LOT ARE PROTEC.TED ASAINST OVERSPRAY, MIST, AND/ OR RUNOFF. .2,. FINAL IRRIGATION AS-f.\UILT PLANS HILL BE REQUIRED TO BE REVIEl'1ED AND APPROVED 6Y TI-IE C.ITY AND FINAL MYLARS HILL BE REOIJIRED TO BE APPROVED AND SIGNED BY THI:! C.ITY PRIOR TO PLANNING DEPARTMETN SIGNING THE PERMIT C.ARD. PRESSURE LOSS CALCULATION PROJECT NAME: Robertson Racch DATE: 2/12/07 WATER DISTRICT: CMWD HGL: 384 METER DESIGNATION: P.0.C.15 METER LOCATION: GLEN AVENUE 113+00 (S) METER SIZE: 1-112' METER ELEVATION: 75 STATIC PRESSURE@METER 134.0 VALVE#: 0-9 VALVE SIZE: 2" PIPE PIPE LATERAL LINE SECTION TYPE SIZE LENGTH A CL200 314 56' 8 CL200 1' 42' C CL200 1-1 /4" 73' D CL200 1-112" 37' E CL200 2-112' 8' A. TOTAL LATERAL SYSTEM LOSS PSI GPM LOSS 9.4 2.0 16 1.3 26 1.8 30 0.6 65 0.07 -5.77 PIPE PIPE PSI MAIN LINE SECTION TYPE SIZE LENGTH GPM LOSS LOOPED SYSTEM A 315 2-1/2' 1436' 63 a.a 8. TOTAL MAINLINE SYSTEM LOSS 0.0 MISCELLANEOUS LOSS/ GAIN WATER METER: BACKFLOW PREVENTER: MASTER CONTROL VALVE: FLOW SENSOR: BALL VALVE(S) CONTROL VALVE: C. TOTAL MISC. LOSS I GAIN D. TOTAL SYSTEM LOSS/ GAIN (A+B+C) E. FITTING LOSSES (15% OF D) F. HEAD LOSS I GAIN IN SYSTEM: G. MIN. REQ. PRESSURE AVAILABLE AT METER H. DESIGN PRESSURE (D+E+F+G) I. PRESSURE AVAILABLE AT METER J. RESIDUAL PRESSURE (I-H) "AS-BUILT P.E. EXP. REVIEWED BY: INSPECTOR -3.9 -12.5 -1.8 -1.0 -3.0 -1.5 -23,7 -29.47 -4.42 +2.16 30 61.73 134.0 72.27 " DATE DATE SLEEVE CHART FOR IRRIGATION PIPE* PIPE SCH. 40/80 PVC CONTROLLER SCH.40/80 PVC SLEEVE SIZE WIRES SLEEVE SIZE 3/4" 2" 1-18 2" 1" 2" 19-24 2-1/2" 1-1/4" 2-112" 25-36 3" 1-112" 3" 37-48 4" 2" 4" 49-72 6" 2-112" 6" 3" 6" 4" 6" NOTE: SLEEVE CHART IS FOR THE CONVENIENCE TO THE CONTRACTOR. CONTRACTOR SHALL PROVIDE ADEQUATE PIPE SLEEVE SIZE TO ACCOMMODATE THE INSTALLATION OF THE IRRIGATION PIPE AND WIRES 'SCHEDULE 80 PVC FDR UNDER STREET PAVING 'SCHEDULE 40 PVC FOR UNDER WALKWAYS BENCHMARK: DESCRIPTION: STANDARD 1,/-10 STREET CENTERLINE Hfl.L MONUMENT LOCATION: CENTERLINE if EL CAMINO REAL AT ENGINEER's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH lHUS (NO. COUNTY vt:R T. CONTROi. DA TA) ELEVATION: 68.419 OATIJl,I: /J.SC. &-G.S DATE, 01/30/01 DAAv--lN 6Y, JAH/C.G J06 NUMBER,02I00.63 FILE, REVl5ION5, DATE INITIAL ENGINEER OF WORK SYM.MFR ~ RAINSIRD RAIN6IRD RAIN6IRD RAIN6IRD RAIN6IRD RAIN6IRD RAIN6IRD RAIN6IRD RAIN6IRD RAIN6IRD RAINEIIRD RAINEIIRD RAIN6IRD RAIN6IRD RAINSIRD RAINSIRO RAINSIRD RAIN6IRD RAIN6IRD RAIN6IRD RAIN6IRD RAIN6IRD RAIN6IRD RAIN6IRD RAIN6IRD RAIN6IRD RAIN6IRD RAIN6IRD RAIN6IRD RAIN6IRD RAIN6IRD IRRIGATION LEGEND (RECLAIMED) MODEL DESC.RIPTION I004-5AM-PR5-5YAN-PC.S POP-UP TURF SPRAY HEAD NITH 1e,oo NP COVER I804-5AM-PR5-e,H-PC.S POP-UP TURF SPRAY HEAD NITH 1000 NP C.OYER Ieo4-5AM-PRS-eF-PC.S POP-UP TURF 5PRAY HEAD it,IITH 1800 NP COYER Ie,04-SAM-PRs-e,vAN-PC.S POP-UP TURF 5PRAY HEAD NITH 1e,oo NP COYER Ie,04-SAM-PRS-8H-PC.5 POP-UP TURF 5PRAY HEAD NITH 1800 NP COYER IW4-SAM-PRS-8VAN-PC.S POP-UP TURF 5PRAY HEAD ¥'!!TH 1800 NP COYER Ie,04-5AM-PRS-12H-PC.S IW4-SAM-PRS-I2Y AN-PC.S I804-SAM-PRS-15F-PC.S Ie,04-5AM-PRS-I5VAN-PC.S Ieob-SAM-PRS-55a-PC,S IWb-SAM-PRS-5SH-PC.S Ie,ob-5AM-PRS-5SF-PC.S Ie,ob-5AM-PRs-e,sa-PC.S IWb-SAM-PRs-e,sH-PC.S IWb-SAM-PRs-e,sF-PC.S POP-UP TURF SPRAY HEAD JAIITH 1800 NP COYER POP-UP TURF SPRAY HEAD NITH .WO NP COVER POP-UP TURF a\PRAY HEAD ¥'1ITH 1800 NP COVER POP-UP TURF SPRAY HEAD JAIITH IWO NP COVER POP-UP SHRUB SPRAY HEAD NITH IWO NP COVER POP-UP SHRUB SPRAY HEAD NITH 1800 NP COVER POP-UP SHR\.JB SPRAY HEAD NITH WO NP COVER POP-UP SHRUB SPRAY HEAD NITH ,WO NP COVER POP-UP SHRUB SPRAY HEAD NITH IWO NP COVER POP-UP SHRUB SPRAY HEAD NITH 1800 NP COVER IWb-SAM-PR5-8VAN-PC.S POP-UP SHRUB SPRAY HEAD NITH 1800 NP COVER IWb-SAM-PR5-IOG!-PC.S I 80b-SAM-PRS-IOH-PC.S IWb-SAM-PRS-IOF-PCS Ie,ob-SAM-PR5-IOYAN-PCS I80b-SAM-PRS-I2G!-PCS IWb-SAM-PRS-I2H-PC.S Ie,ot,-5AM-PRS-l.2F-PC.S Ie,ot;-SAM-PR5-I2YAN-PCS te,ob-5AM-PR5-I5G!-PCS IWb-5AM-PRS-I5H-PCS Ie,ob-SAM-PRS-15VAN-PCS Ie,ot;-SAM-PRS-I5EST-PC5 Ie,ob-5AM-PRS-I5SST-PC5 IWb-SAM-PRS-5Q-6 IWti-SAM-PRS-5H-B + RAIN6IRD Ie,oei-SAM-PR5-5CST-B POP-UP SHRUB SPRAY HEAD NITH 1800 NP COVER POP-UP 5HRU6 SPRAY HEAD NITH !WO NP COVER POP-UP SHRUB SPRAY HEAD NITH IWO NP COVER POP-UP SHRUB SPRAY HEAD NITH IWO NP COVER POP-UP SHRUB SPRAY HEAD NITH !WO NP COVER POP-UP SHRUB SPRAY HEAD HITH 1800 NP COVER POP-UP SHRUB SPRAY HEAD NITH 1e,oo NP COVER POP-UP SHRUB SPRAY HEAD NITH IWO NP COVER POP-UP SHRUB SPRAY HEAD NITH 1800 NP COVER POP-UP SHRUB SPRAY HEAD HITH !WO NP COVER POP-UP SHRUB SPRAY HEAD NITH re,oo NP COVER POP-I.JP SHRUB SPRAY HEAD NITH 1800 NP COVER POP-UP SHRUB SPRAY HEAD NITH 1800 NP COYER POP-UP SHRUB ElU66LER NITH 1800 NP COVER POP-UP SHRUB ElU66LER NITH 1800 NP COVER POP-UP SHRUB ElUOOLER NITH 1800 NP COYER POP-UP SHRUB ElU66LER HITH 1800 NP COVER ROOT JAIATERING SYSTEM • RAINBIRD IW4-SAM-PR5-PAe0-1402 @ RAINBIRD RY'IS-6C-6 6PM RADIUS PSI VARIES 5' .52 e,• I.I e>' VARIES e• .1'1 10' VARIES !O' 1.5 12' VARIES 12' 3.1 15' VARIES 15' .10 5 1 .20 5' VARIES 5' -~ 1;)1 .52 ~· I.I ~I VARIES 8' .3'1 10' .1'1 10' 1.58 10' VARIES 10' 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 Oh5 12' 30 1.3 12' 30 2h5 12' 30 VARIES 12' 30 0.'12 15' 30 1.85 15' 30 VARIES 15' 30 Oh5 4'Xl5' 30 1.3 4'X30' 30 0.50 5' 30 1.00 5' 30 0.50 0.50 0.25 5' NOTE, POPUPS REQUIRED IN ROV'I, TIJRF, AND SHRUB BEDS V'IITHIN 10' OF HAR.DSC.APE AND ALL PEDESTRIAN USES. OUTSIDE OF 10' IN SHRUB BEDS i.JSE SHRUB SPRAY HEAD ON 12" RISER V'IITH PA-8S-NP (NON-POTABLE PLASTIC SHRUB ADAPTER.) [BJ 0 0 @ ~ ►◄ ~ [E:J 0 RECYGLED HATER HEiER -DEVELOPER RESPONSl6LE fOR HETER INSTALLATION IRRIGATION WNTROI..LER RAINBll<O MIX50·200 CONTROLLER vl!TH HIJNiER MINI GLIGK "5G-MC,' AUTOMATIC, RAIN ;;t-lUTOFF 5EN50R RAIN6IRD NELSON RAIN6IRD KING 6R05. FEB SERIES REMOTE CONTROi.. VAL VE (NON-POT AElLE WI "!ER,/ • SIZE PER PLAN -(I) DEC.ODER ADDRESS PER PEB VAL Ye GIUICK COLA.ER VALVE fOR REGYGLED l'IAiER NaSON MODEL "7645 GB SERIES MASTER !<B-101E CONTROL VALVE TRIJE•UNION PLASTIG ElALL VALVE -LINE SIZE WILKINS 500 SERIES PRESS!Rf REet.!..ATOR GAL 5EN5E FMI 256 fLov,J 5EN50R fEElGO e,25y RED!AoED PRESSURE 6Ac.KFLOW PREVENiER PVG PAc.lflC, PLASTIGS 'GYGLE FLOW' C,L 200 LAiERAL LINE • SIZE PER PLAN • 12' MINIMJM COVER • 514' MINIM\JH size (PIJRP!.E') ---PVC, PAC,IFIC, PLA5TIC.S "C(C.LE FLOW' GL~I5 MAIN LINE (2' OR LARGER,/ • SIZE PER PLAN -Ie,• MINIM\JH COVER FOR 2-1/2' AND LESS 24' COVER FOR S'-5-I/2' (PIJRP!.E') PAc.lFIC, PLASTIC,5 "C.YGLE FLOW" PVC, 5!..EEVE -Tv,JIC,E M SIZE OF v,JQRKING LINE 5!..EEVES SHALL 6E A5 FOLLOH;i, -KAINS, WIRE, AND LAiERAL5 UNDER YEHie.LE PAVING TO 6E IN SEPARATE PVC. SGHEDLI.E e,o 5!..EEVE5 v,JJTH ob' COVER. -MAINS AND WIRE UNDER PEDESTRIAN PAVING TO 6E IN SEPARATE PVC, SGHEDL.U: 40 5!..EEVES v,JJTH Ie,• COVER. -LAiERALS UNDER PEDESTRIAN PAVING TO BE IN PVC, 5"HEDIA..E 40 5!..EEVES WITH 12' COVER. HOWARD ASSOCIATES landscape architecture DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL urn 3 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD SHEEJS L19; PLANNING DEPARTMENT IRRIGATION l£C£NO ,t NOTES FOR: ROBERTSON RANCH PA 15 C.T. 02-16 I APP1~~~ f Cr -f::.lkoir ~-1-c-i DATE PlANNING OWN BY: PROJECT NO. DRAWING NO. CHKD BY: SOP 06-04 450-6L RVWD BY: CMWD I _ mrr11 ,, ' 0 ..,,, -.J) A F K p MAINLINE, LATERAL, AND WIRING IN THE SAME TRENCH ptJ..N VIEW RUN WIRING BENEATH AND BESIDE MAINLINE. TAPE AND BUNDLE AT 10-FOOT INTERVALS. NOTES: SECTION VIEW M.'JNLINE LATERAL WIRING lti CONDUIT PIPE PIPE ~ (?) ~" 0 1//,~ <4~~1/~~, 7 '~7k...,-,•"'""1/- ~ ~ WARNING TAPE -(2) TOTAL -1 ATTACHED TO THE TOP OF MAINLINE WITH PLASTIC TAPE EVERY 5' ON CENTER 1 -12" ABOVE MAINLINE ALL SOLVENT WELD PLASTIC PIPING TO BE SNAKED IN TRENCH AS SHOWN. TIE A 24-INCH LOOP IN ALL WIRING AT CHANGES OF DIRECTION OF 3fY OR GREATER, UNTIE AFTER ALL CONNECTIONS HAVE BEHi MADE. 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHEDULE 80 PVC TWICE THE DWAffiR or THE PIPE OR WIRE BUNDLE WITHIN. 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. PIPE & WIRE TRENCHING NTS B (i) ROUND PURPLE PLASTIC VALVE BOX, AMATEK OR EQUAL ; FINISH GRADE BALL VALVE INTEGRAL UNIONS PVC SCH. 40, 45" ELL (TYP) © PVC PRESSURE MAINLINE PIPE (SEE SPECS.) 0 1 CU. FT. PEA GRAVEL © 2X4 REDWOOD OR BRICK BLOCKING ® DEPTH-SEE SPECIFICATIONS G) 30-INCH LINEAR LENGTH OF WIRE, COILED @ WATER PROOF CONNECTION (1 or 2) @10 TAG © REMOTE CONTROL VALVE: RAIN BIRD PEB © VALVE BOX WITH COVER: 12-INCH SIZE I FINISH GRADE/TOP OF MULCH PVC SCH 80 NIPPLE (CLOSE) PVC SCH 40 ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) @BRICK (1 OF 4) @PVC MAINUNE PIPE @scH 80 NIPPLE {2-INCH LENGTH, HIDDEN) AND SCH 40 ELL @ PVC SCH 40 TEE OR ELL @ PVC SCH 40 MALE ADAPTER @PVC LAJERAL PIPE @.3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL REMOTE CONTROL VALVE =~:Z::2W-Z;✓-Z:1/,::2½-:Z1/,'.i%:22--:Z2'.i2ZV,ZZ::22--:Z½Z:?;Z2--:Z1~2--:Z1/,::21//,Z½Z:1/,::22--:ZtZ¼:2--:Z½'.i1//2;Zt-~::;._--(D / 3 1 5 FEET 12" MIN LEGEND G) STREET SURFACE @POTABLE SERVICE LINE 0 RECLAIMED WATER IRRIGATION MAINLINE W/ SLEEVE l O· REQ. VERT. SEPARATION NOTES: ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHAU BE PURPLE ANO LABELED AS SPECIFIED IN: •STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS• ANO "CARLSBAD RECLAMATION RULES AND REGUlATIONS FOR CONSTRUCTION OF' RECLAIMED WATER MAINS" OCTOBER I 99,3 BALL VALVE NTS G POTABLE MAINLINE CROSSING 21. I I I I 11,._!l~.-p-G) RECYCLED SIGNAGE (i) RECLAIMED WATER SIGN ® FINISH GRADE 0 5' X 1-1/4" T POST 0 VANDAL PROOF HARDWARE 4" MIN. CLEARANCE A •.i. • ' ' '1/. ~ ~i ??1 / 4 G) PAVING ~ DITCH SLEEVES 0 PVC CAP (TYPICAL) DEPTH AS PER SL~ CHART 4 NOTES: NTS 1. ALL PVC IRRICATION SLEEVES TO BE SCHEDULE 40/80 AS PER SLEEVING CHART PIPE. 2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. J. WHERE THERE IS MORE THAN ONE SLEE'VE, EXTEND THE SMALLER SLEEVE TO 24-INCHES MINIMU~ ABOVE FINISH GRADE. 4. MECHANICALLY' TAMP TO 95" PROCTOR. SLEEVING L NOTE: (i) FINISH GRADE/TOP or MULCH © QUICK-COUPLING VALVE WITH LOCKING PURPLE CJ.P 0 VALVE BOX WITH PURPLE COVER, 6-INCH SIZE © J-INCH MINIMUM DEPTH OF° J/4-INCH WASHED GRAVEi. © PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) © BRICK (1 OF 2) 0 PVC SCH 40 STREET ELL © PVC SCH 40 TEE OR ELL ® PVC MAINUNE PIP£ @ PVC SCH 40 ELL @ 2" < 2• REDWOOD STAKE W/ STAINLESS STEEL GEAR CtAMPS OR EQUIVALENT SUPPORT SYSTEM 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMJNAL QU!CK COUPLING VALVE INLET SIZE. 2. QUICK COUPL£R VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. QUICK-COUPLING VALVE G) MANIFOLD PRESSURE SUPPLY UNE LOCATED UNDERNEATH -PER PLAN I REMOTE CONTROL VALVE PRESSURE SUPPLY LINE PER PLAN MANIFOLD BALL VALVE MANIFOLD PRESSURE SUPPLY UNE LOCATED UNDERNEATH -1 • © QUICK COUPLER BALL VALVE r-7-------- 1 1 1'-6" 1 '-6" 0 QUICK COUPLER @ HEAT BRAND ALL VALVE BOXES PER SPECIFICATIONS ~ DECODER TWO WIRE CABLE (INPUT) WIRE OUTPUT -2 ________ /:, 1 '-6" 1 '-6" NOTE: NO MORE THAN 4 REMOTE CONTROL VALVES ARE TO BE INSTALLED PER MANIFOLD, ALL MANIFOLDS ARE TO BE INSTALLED IN PL.ANTER AREAS PER SPECIFICATIONS. C TYPICAL MANIFOLD CONFIGURATION METER OOX AND METER-~ '----24"--- 51DB'W..K-~ C,URB APPROX. e," t POTABLE 5ERVIC,E LINE ---12" Ml IM.JM t 10' MINIMJM TO POTAElLE MAINLINE IN STREET REC,'l'C,LED V'!ATER IRRIGATION MAINLINE K/SLEEYE NOTE, VERTIC,AL e,L.EAR.ANC,E OF 12" MINIML.Jt-1 15 MANDATORY V'll-lEN C.RO551N5 PATH OF A POTAElLE V'!ATER LINE. INSTALLATION OF REC.'l'C,LED V'!ATER IRRl<SATION MAINLINE 24" FROM FAC,E OF 51DEV'IALK .-!ILL PROV1DE TI-IE NEC,E55ARY 10• HORIZONTAL C.LEARANC.E FROM POTAElLE MAINLINE IN STREET. H M POTABLE SERVICE LINE CROSSING , .. ED] PEDESTAL • G) UNITED GREEN TECH 18" SATELLITE ASSEMBLY (SA SERIES) NEMA 3R RAINPROOF ENCLOSURE (UL LISTED) ® MASTER VALVE RELAY @ 3/4" PVC CONDUIT FOR 120 VAC FROM METERED POWER SUPPLY 0 RADIO REMOTE ACCESS ® PVC CONDUIT FOR CONTROL WIRES, SIZE AS REQUIRED © 1-1/4" PVC CONDUIT FOR COMMUNICATION CABLE TO CCU 0 1 • PVC CONDUIT FOR Fl.OW SENSOR CABLE AEF 9516-2SP © 5/8" DIA X 8" GROUN ROD W/ #10 GROUND WIRE AND Cl.AMP ® FILL VOIDS WITH CONCRETE @ HUNTER "sG-MC" VANDAL RESISTANT RAIN SENSOR INSTALLED AS PER MANUFACTURES RECOMMENDATION. CONTROLLER 5 2 J CD SENSOR ® OBY CONNECTIONS. @ SENSOR DECODER. SD-210 0 TWO-WIRE CABLE @ INPUT © OUTPUT (i) SOLEN01D (VALVE), MASTER VALVE, OR BOOSTER VALVE. 0 OBY CONNECTIONS, 0 FIELD DECODER FD-1 02, 202, 406, 601 0 TWO-WIRE CABLE © INPUT © OUTPUT D SENSOR & MASTER VALVE WIRING DIAGRAM E G) PLASTIC NOZZLE WITl-t PURPLE CAP @ BRASS SHRUB ADAPTER i PLANT MATERIAL FINISH GRADE/TOP OF MULCH UV RADIATIOr-t RESISTANT PVC SCH 80 NIPPLE (LENGTH <S REQUIRED) ® PVC SCH 40 ELL 0 PVC SCH 40 STREET ELL © PVC SCH 40 TEE OR ELL ® PVC LATERAL PIPE @ HEIGHT 1 z• MAX. NOZZLE ON RISER NTS J NOTE: G) COPPER UNION @ REDUCED PRESSURE BACKFLOW PREVENTER: RAIN BIRD RP-QT @COPPER MALE ADAPTER ( 1 OF 2) 5 0 COPPER 90" ELL (1 OF 4) ® COPPER PIPE (TYPICAL) © FINISH GRADE 5 0 PVC MALE ADAPTER 7 © IRRIGATION MAINLINE PIPE ® COPPER FEMALE AOJ!ilTER 1. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL @"SCHEDULE K HARD COPPER" PIPE FR◊t.1 POINT-OF- CONNECT!ON @PRESSURE REDUCER CODES AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALlATIOl'I. @UNION-TYPE K COPPER 2. "SCHEDULE K HARD COPPER" PIPE TO BE USED BETWEEN METER ANO BACKflOW PREVENTER. 3. INSTALL PER CMWD SID. DWG. # W-20 N BACKFLOW PREVENTER DATE, Oi/'80/0i DRAWN BY, JAH/C.0 JOB NLJMBER.,02l00h3 FILE: REVISIONS, 0 G) 30-INCH LIN£.0..R LENGTH Of WIRE COILED @ WATERPROOF CONNECTION: RAIN BIRD SPLIC[-1 (1 OF 2) 0 ID TAG: RAIN BIRD \/10 SERIES 0 VALVE BOX WITH COVER: © FINISH GRADE/TOP OF MULCH © REMOTE CONTROL VALVE: RAIN BIRD GB -PRS-D 0 PVC SCH 80 NIPPLE (CLOSE) © PVC SCH 40 ELL a, PY<; SCH 80 NIPPLE '-V (LENGTH AS REQUIRED) @ BRICK (1 OF 4) @ PVC MAINLINE PIPE @ SCH 80 NIPPLE {;>.-INCH LENGTH, HIDDE'N) ANO SCH 40 ELL @ OMIT @ PVC SCH 40 MALE ADAPTER @ PVC MAJNLINE PIPE Q 3.0-!NCH MINIMUM DEPTrt OF ~ J/4-INCH WASHED GRAVEL MASTER CONTROL VALVE ATERPROOF ELECTRICAL CONNECTORS VALVE BOX\ (DO NOT USE PRE-FILLED TYPE CONNECTORS) 8'" OF GRAVEL IN VALVE BOXES PIPE SIZING CHART FLOW METER F.M. UPSTREAM DOWNSTREAM SIZE LENGTH LENGTH 1· 10· 5• 1,25• 12.5" 6.25" 1.5" 15" 7.5" 2" 20· 1 o• J" 30" 15" FLOW SENSOR NTS ffi PU.NT MATERIAL FINISH GRADE/TOP OF MULCH 0 POP-UP SPRAY SPRINKLER: RAIN BIRD-PCS 0 -PCS PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ~ PVC SCH 40 ELL PVC SCH 40 STREET ELL I PVC SCH 40 TEE OR ELL PVC LATERAL PIP[ ADJACENT PAVING B POP-UP SPRAY SPRINKLER HOWARD ASSOCIATES landscape architecture APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~ CITY OF CARLSBAD SHEETS l---+--+----------------11----+----4---l---l L..h\!.!J PLANNING DEPARTMENT L 1 <\; ::==~========:::::::::========::::=.====::::::::::! "AS-BUILT " P.E. EXP .. ___ _ REVIEWED BY: INSPECTOR DATE DATE BENCHMARK: DESCRIPTION: STANDARD Al-10 STREET CENTERLINE !'£LL MONUMENT LOCATION: CENTERLINE rY a CAMINO REAL AT ENGINEER's STA 7/0N 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS {NO. COUNTY VERT. CONTROl DA TA) ELEVATION: 68A19 OA!VM: /J.S.C. .t C.S. DATE INITIAL OATE IN!TIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITlAL CITY APPROVAL !RR/CA T!ON 0£TAILS FOR: ROBERTSON RANCH PA 15 CMWD C.T. 02-16 r PART I -IS>ENERAL. I.I IS>ENERAL. CONDITIONS, Th., gen.,ral Gondltlon:>, sp.,Gial Gondltlon:>, and Division I, ar" an added part or thl:> seGtlon and th" GontraGt lor thl:> v<ork shall apply to thi:> seGtlon a:> fully a:> IP repeated herein. 1.2 SCOPE, Th" v<ork lnGlude:> all servlGe:>, labor, material:>, transportation and equipment neGessar~ to perlorm th<> ,<ork lndlGat"d on th<> drav<ing:> and a:> speGirled. O,<ner/developer ,<ill obfain and pay all permlt,o required by gov.,rnlng authorities. All on sit<>, reGlalmed ,<at"r piping shall b<> lnsfalled In aGGordanG<> ,<Ith th<> unilorm plumbing God., and all other loGal governing Gode:>, rule:>, and r"gulatlon. All piping shall be Gontlnuou:>ly and permarently marked ,<Ith th<> manuPaGtur.,r':> nam<> or trademark, sominal slz<>, and sGhedule or Glas:> lndlGating the pressure rating. PER-"flTS AND l.lCEN5ES IJnleso otherv<lse stated, seGure th<> required ilGense• and permit:> inGludlng paymert• or Gharge:> and lee:>, glv" required notlGe:> to publlG authorltle:>, and ver1Fy permit:> seGured or arrangement:> mad" by other:> aflecot1ng th" v<ork or thl:> sec-tlon. V'later meter:> and pov<er meter,. v<III b9 th<> responsibility or th<> ov<ner and/or hi,. representatlv<> lor Installation and permit lee•. 1.2.1 RELATED >'!ORK, I. l.andsGaplng seGtlon 02400 2. Compllanc" to C.lty or Carlsbad reclaimed v<ater standard,. 1.2.2 QUAL.ITY ASSUR.ANCE . I QUAl.lFICATIONS OF INSTAL.l.ERS Provld<> at least on<> person >'lho shall b<> present at all time,. during exec;utlon or this portion ol th<> v<ork and V'lhO shall b<> thoroughly Familiar ,<Ith th<> typ<> or material:> being Installed, the material manulac;turer':> rec;ommended methods ol Installation, th., C.ity ol C.arlsbad reGlaimed v<ater standard:> and "'ho sholl dlre,:;t all v<ork performed under thi:> s"Gtlon. .2 CODES AND STANDARDS In addition to Gomplying V'lith all pertin.,nt code:> and regulation:>, comply l"lith th<> latest rule:> or th" National Electrical C.od<> and Elec;trlcal Safety Order:> ol th" stat<> ol California, division:> ol lndu:>trlal :>aFety, lor all elec;trlGal i"IOt"k and material:>. Rel"r to th<> lateot edition ol the Green 6ook standard Spec!Plcatlon:> lor public v<ork:> construction v<h.,re appllGabl<>. Th<> City ol C.arlsbad r"Glalmed v<ater standard:>, latest edition:> and rul":> and r"gulatlon lor r"c;lalm"d ... ater service In the C.ity ol C.arlsbad. l.atest edition:> are lncorporat<>d Into these speclPIGatlon:> by relerenc" v<her" reGlalmed V'later i:> propos.,d. 1.:, 51.16MITT Al.S, .I Submit complet" material list prior to performing any V'IOt"k. Submit catalog data and Full de:>Grlptlv<> IJteratur<> ,<henever the u:><> ol item:> diflerent than tho:>e e,peGlfled I:> reque:>ted. Submit notarlz"d certificate:> by plastlG pip" and fitting manufacturer:> Indicating that mat.,rlal complies l"<ith 5P"G1Flcatlon:>, unless mat.,rlal ha:> been prevlou<>ly approved. .2 Submit material list using th" follo..,ing layout (Doubl<> spac"d betv...,en "aGh item) Item D"sGrlptlon Manufadur"r Model No. I. Pr.,ssur" Malnlin<> LasGo SC-H. 40 2. L.=n Head Ralnblrd 100f>-12F 3. Etc. Etc. Etc. _:, Equipment or material:> Jn&talled or furnlehed V'lithout the prior approval ol the l.and:>Gape Architect or City Inspector may b" r<> Jected and sue,h mat.,rlal,> removed From th" sit" at no expens., to th., Ol"<ner/developer. . 4 Approval ol any it.,m:o, alternatlv.,, or substitution indlcat""' only that th" product(<>) appar<>ntly me<>t th<> requirement:> ol th<> dra ... 1ng:> and sp<>GlflGatlon:> on tho> basl:> of th<> lnlormatlon or sample,> submitted. .5 Th" contractor I:> responsll::>1<> for p"rlormanc" of substituted Jt.,m:>, JI oub:>titvtlon prove:> to be unsatislaGtory, th<> contracctor sholl r"plaG<> it ... 1th originally speGiFled item at no Gost to the Ol"<ner/dev<>loper. 1.4 <SUARANTEE, .I Submit "ritten guarante<> in approved lorm that all ,<ork sho ... ing deleGt:> in material:> or l"<orkmanship ... 111 1:,., repalr"d or replac"d at no cost to th" ol"lner/developer for a period of on" year From the dat" of aGGeptanG" by the Ol"lner/developer. .2 Th<> guarantee form shall be retyped onto the contracctor':> letterhead and contain th<> follol"<lng lnFormatlon, A. Guarantee for Irrigation e,y"t"m -(Project name). 1"4e her.,by guarante" that th<> Irrigation s~stem "" have furnished and Installed lor (project name) l,o fre<> from d"leGts In material:> and ... orkman&hlp, and th" ,<ork ha:> been compl.,ted In accordanc" l"<ith th" dra ... 1ng,o and spe,:;iFIGatlons, ordinary ... ear and tear and unusual abu1>e, or negl.,ct exc.,pt.,d. ~ agre" to r"palr or replaG<> any del.,Gt:o in mat.,rlal or l"<Ot"kmanship v<hlGh may develop during the period of I year From date ol aGGeptanGe and also to repair or replaGe any damage resulting From ,he repairing or r"placlng ol such del<>Gt<> at no additional ccost to th" ov<ner/ developer """ shall make sVGh repair<> or replaGement:> ... rthln a reasonable tlm<>, a:> det.,rmlned by th" o ... ner/developer, aFter reGelpts ol .,,.,.,tt"n not1c... In the event of our fallur" to make such repairs or r"placements l"<ithln a reasonabl" tlm<> after receipt ol ,irltt"n notlc<> From th<> Ol"<ner/developer, "" authorlz<> th<> ov<n.,r/d"v"lop"r to proc.,ed to have said r"pair:o or r"plac"m"nt:> mad" at our "xpens<> and "" 1"1111 pay th" cost:> and c.harge:o th"refore upon d"mand. 6. PROJEC.T, (ProJec.t name) C. l.OCATION, (Legal desulptlon of pro Ject propert:j) Signed, Title, Address Telephon<> Slgnatur" and Dat.,, 1.5 06SERVATION, l.:!1.1 INSPECTION SCHED\!l.E .I In all Gases v<her<> observation ol th<> sprinkler system "ork I:> r"qulr"d and/or l"lher<> portion:> ol the l"<Ork ar" specified to be performed under the dlreGtlon and/or observation ol the l.and:>e.ape Arc.hito,:;t or City ln:>pector. The e.ontrae.tor ,,. respon,.lble For notifying the Landscap" ArGhlt<>Gt or l.andscape Coordinator In advanc" for th<> lollo ... lng Inspections, aGGordlng to the time lndlGated, A. Pre-Joi::> conf.,renG<> -1 Galendar days 6. l.ocatlon ol Irrigation ,.,eev":> -4e, hours C. l.ayout of control "quipment, sprlnkl"r head,o and piping -4e> hours D. Pressure malnlln<> Installation and testing -4e> hour:> E. C.onformanG<> to r"gulatlon:> lor r"clalmed "at"r -4e> hour:> F. Lateral trenc.h depth check -4e> hour:> IS>. C.overag" test -4e> hour:> H. Final lnspec-tlon -4e> hour:> I. Notlr~ th., City or CGlrlebad 24 hour:> in advanG., oP b"glnnlng ,<Ork (1f>O) e>l5-f>"!Oe> . 2 l"lhen inspeGtlon:> hav" been conduct"d by oth"r than th" Land:!>G"P" ArGhitect or th" Land:>Gape Coordinator, shoV'I evld.,nce ol "hen and by l"<hom thes<> Inspection:> ""r" made. _:, No Inspection ... 111 commence ... 1thout as-built dr=ing:o. In the event th<> GontraGtor Gall:> for an inspection l"<ithout as-built dral"<ing:>, l"<lthout completing previously noted correction:>, or l"<ithout preparing th<> system /or Inspection, the contractor shall be responsibl<> For r"lmburslr19 tha l.andscapa Are,hlto>Gt or tha l.andsGap" C.oordinator at th" rat" of tl00.00 per hour (plua any transportation cost) For tha inGonvenlo>nGa. No furth<>r lnspe,:;tlon:> V'llll be SGheduled until thl:> e,harg<> ha:> bo>en paid. Th" C.Jty V'llll require as-built dra ... inga to b" approved pr1or to backfilling malnlina trenc.h. l.f> TESTINIS>, GENERAL. .I Furnish all nec.,ssary testing equipment and personr-el to meet testing requirement. .2 C.orreGt all deFeGt and rete:>t until acc.,ptanc<> by ov<ner and ~ity. lh.l TESTS .I Mak" hydrostatlG test:> only In tha presenG" of th" C.it~ Inspector t a representative ol th<> Ol"<ner/developer. Air pres1>ur<> cheGk all line:> that Gould ,<eaken or damag" any major struGture:> or hardsGap.,,., If V'lat"r l"<er<> us.,d. No pip<> shall be backfllled until It ha,. been lnspect.,d, tested, and approved (Including as-built,.). . 2 Furnish n.,c.,ssary lore" pump and all oth"r t"st equlpm.,nt . 3 Test all pressur<> mainline,. und"r a hydrostatic pr.,ssur" of 125 P.5.1. lor a p<>rlod of four hour~. .4 All testing shall be approv"d prior to th<> installation of remot<> Gontrol valve,., qulGk coupl.,r:>, or other valv" assemblies. .5 All plpi"9 under pav<>d areas shall ba tested under a hydro:>tatlG pres"ur" of 125 P.S.I. For a period ol four hour!! and proved ... atertlght, prior to the paving operation. lh.2 AD.JUSTIN6 SYSTEM . I The Gontractor shall Flush and adjust all Irrigation heads and valve• for optimum performanc" and to prevent over spray onto "'alk:>, road ... ay:>, building:>, "all:> and other structure:>. . 2 II Jt 19 det.,rmlned that adjustments In th<> lrrl9atlon equipment or nozzle Ghange:> v<ill provide proper and more adequate coverage, make all such chan9es or mak" arrangem.,nt:> l"<lth manufacturer to hava adjustm.,nt mada, prior to planting. ,:, Adjust remot<> control waive:> (battery system:>) so that tha most r"mot<> sprinkler h"ad" op.,rat<> at th" pr.,ssure r"comm.,nd<>d by sprlnkl"r manufacturer. lh3. C.OVERAGE TEST .I V'lien the Irrigation system I:> e,ompl.,t<>d, th<> contractor shall perform a Goverage test In the pres.,nGe of the LandsGape Are,hlto>Gt, l.andsGap<> C.oordinator or C.ity lnsp.,cctor, to det.,rmln" if tha ... ater coverag" For planting aro>aa ia Gomplet<> and adeqvate. Furnish all material!! and perform all l"<Ork required to correct any lnadequacie& of coverag<> du" to do>vlatlons from th.o plan:> or "here tho> •~1>tem ha:> be"n 1"<111¥ully Installed a:> Indicated on th<> dral"<lng<> v<hen It I:> obviously lnad.,quat<> or lnapproprlat<>, l"<ithout bringing thla to th" attention ol th" Landscap<> ArGhltec;t or l.andscap" C.oordinator. Thia test shall b" accomplishec:I belor.o any ground ,:,over ol turf I:> planted. lh.4 DIRECT 6URIAl. CONTROL. HIRES .I All l"<lrlng sholl b" t"sted lor continuity, open Gircvlt9 and unintentional ground<> prior to conn.,ctlng to "qu1pment. Th" minimum Insulation reslstanc.o to ground shall be fifty (50) megaohms. Any V'lil-lng not meeting thi:> requirement shall ba replaGed, at th<> contractor':> o>xpens<>. lh.5 FINAL. AC.C.EPTANCE .I l"lhen all ... ork und"r thi:> (.ontroct ha:> be .. n Gon"pleted, inclvdlng testing adjvstn".,nt:>, addition:> or del.,tlon:>, tho> contractor 1"<111 notlry th<> Ol"<ner for final ln!>pection and approval. Final acceptanc" by th" Oi"lner does not relieve the contractor o, hi:> responslblllty o, ,<arrant~. 1.1 RECORD DRMINIS>S, 1.1,1 RECORD D~INGS . I Record dra ... 1nga sholl b<> prepared and shall shov< all e,hange:> In th.o >'<Ork Gonstrtutlng departure:> from th.o original contract dra ... 1nga Including those Involving both constant-pressure and lntermittent-pr.,ssure line:> ard appurtenanGee. .2 All conceptual or major design e,hanges, lnGludlng any e,hange:> that may be afteGt<>d by th<> requlr.,ment:> ol th"s" standard sp<>GlflGatlons, shall be approv<>d by th" o ... ner and l.andscap.o Architect befor<> 1mpl"m"nt1ng the e,hange,. In the construction Gontract. 1"41thout prior approval tha contractor may b" required to r"move and r"plac<> part or al I of th<> •~•tem at hi& o ... n "xpens.o, to bring 1£ to th.o orglnal ly !>p<:>clfled design. Fallur.o co reGelv" prior approval ma~ re!lult In termination o, servlG<>. _:, Record accurately on on" s .. t of black and l"<hlt" print• of th" Irrigation dr=lnga, all change:> In ,<ork constituting departures from th<> original contract drav<lr19a, lnGludlng e,han9ea In both pr.,ssur" and non-pressure lln.,, .4 Llpon Gompletlon of each inGrement ol v<ork, transfer all sVGh Information and dimension:> to th<> print:>. Record changes and dlm .. nslona In a leglbl" and prolesslonal mancer. l"lhen th.o drav<lnga ar" approvo>d, transfer all Information to a set of reproduGlbl" sepia mylar drav<ing:> :>upplled at Go:>t by the l.andsGap.o Architect. .5 Dlmenolon From tl"<o permanent point:> ol referenG" (\:,ulldlngs, monument:>, sldel"<alk:>, curbs, pavement) all it.om:> aa required. Po .. t lnlormatlon on a:>-built dral"<l"9!! day to dcoy aa the v<ork la Installed. All dlmo>n:>lon:> noted on dral"<lngs shall b<> 1/4 Inch In slz<>. h Vpon Gompletlon of "ac.h inc;,r.,ment ol l"<Ork, all r"quir"d Information and dimension:> shall b<> tranolerred to th<> record dral"<lng:>. Facilities and lt.,m:> to b9 located and vo>rifled on th.o record draV'ling:>. Shov< dimo>nslonal location and depth of th.o lollo ... ing, A. Point o, Gonnectlon 6. Routing of lrrl9atlon pressure mainline• and all sleeves (dimension routing and all directional chang.,.,J C, IS>at" vcolves maximum 10 Peet along D. Irrigation control valv"" E. OulGk coupler valve:> F. Routing o~ control v<lre:> IS>, Automatic controller:> H. Other related equipment (as directed b\j the l.andscape ArchlteGt) "AS-BUILT ,, P.E. EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE .1 Maintain as-built dral"<lngs on th<> site at all tlm.,s. The&<> dral"<lng:> are subject to ln,;pectlon at anytimo>. .B Maka all change:> to reproduclbl.o dra ... ing:> In Ink (no ball-point pen). Us.o eradlGat1r19 fluid "hen r.odolng dr=lng:>. Ghongea and dimension:> shall b.o r .. cord"d in a '"glbl" and prole&!!lonar manner. ReGOt"d construction dra>'ll""3:> shall be maintained at the Job-site during construction. .'I Th" l.andsGap<> Are,hitect shall provide a complet.o set ol 'as-built' mylar:> to th" Gity of C-arlsbad upon completion of constn.,Gtlon. l.andscap<> Architect ... 111 b9 required to transfer all as-bvllt lnlormatlon to mylar:>. As-built:> shall ba provld"d on nel"I mylar sheet!! to r<>place the C.lty signed mylars. 1.1.2 C.ONTROl.l.ER C.HART .I A!l-bullt dral"<lng• shall be approved by th<> l.and!lcap" ArGhit<>Gt or l.andscap<> Coord;nator before chart:> ar<> prepar.,d. .2 Pf'ovrds one controller-c:.hClf't of the maximum size c.ontroller doo,-. V'llill allol"I, for each controller :>upplled, shol"<ing th" area Gov.,red by that automatic controller and a Gorresponding leg.,nd of th.o equipment installed. ,:, Th<> chart shall b.o a reduGtlon of th.o aGtual as-built system dra ... 1r19. If tha controller sequenG<> 19 not leglbl<> "hen th" draV'ling Is redVGed, enlarg.o It to a slz" that ... 111 b<> readabl.o l'llhen r"educ:.ed. .4 C.hart shall b<> blackllne print and a dlffer.,nt pastel transpar.,nt Golor us<>d to shol"< area of cov.,rag<> for "aGh station. .5 l"lh"n completed and approved, h"rmetlcally seal th" chart bet ... een t ... o piece:> oP piastre, each pleG.o being a minimum 20 mil:> thick . h C.hart:> shall be Gompleted and approved prior to final Inspection of th" Irrigation system. 1.1.3 OPERATION AND MAINTENANC.E MANUALS .I Pr.,par<> and dellv"r to th<> o"n"r l"<ithin 10 calendar day• prior to compl.,tlon of GonstruGtlon, all required and nee,essary descrlptlv<> material in Gomplet.o detail and properly prepared In Four(4) Individual bound Goples. D"scrlbe the material Installed In svfflGlent detail:> to P"rmit qualified operating personnel to understand, operata and maintain all equipment. lnGludo> spar<> part:> list and r"lated manufae,turer Information lor "ach equipment Item Installed. Each manual shall lnclud.o the follol"<lng, A lnd"x sh.,et stating Gontractor':> addr.,ss and telephone number. 6. Duration ol guarantea period. c.. l.lst ol equipment ... 1th name:> and addr.,ss":> of manulactur.,r':> local repres.,ntatlve. D. Complete operating and malntenanc<> Instruction:> on all major equipment . 2 In addition to th" malnt.,nanG.o manuals, provld<> tha malntenanc<> pere,onnel l"lith instruction:> for major "qulpment and shov< V'lritten evrdenG<> to th.o LandsGapa Architect or l.andscape Coordinator at th" conclusion of th" l"<Ork that hi:> servlG<> has been r"nder.,d . 1.1.4 C.HEC.K LIST .I C.omplete th" follol"li"9 e,hee,klist at th.o end of the pro JeGt, using tho> format shoi"ln, A Plumbing P"rmit:> (ii none required, so note) 6. Mate>rlal:> approval C.. Pr.,ssure malnlln" test (by ,<hom and date) D. As-built:> dral"<l"':39 compl.,ted (reGelved by and date) E. C.ontroller Ghart complo>ted (r"G"lved by and date) F. Mat.,rlal5 Furnlsh"d (r.,Gelv"d by and date) IS>. Operation and malntenanG" manual:> furnlsh"d (r"""'v"d by and date) H. Syst"m and equlpm.,nt op"ratlon ln!ltructlon!l (r.,celv<>d by and date) I. ManuFactur"r 1"<arranteea (reGelved by and date) J. l-"ritten guarante.o by contractor (received by and date) .2 For ... ard 019ned and dated Gh.,ckli .. t to l.and1>Gap<> Architect of l.and .. Gap" C.oordlnator belor<> final aGGeptanG<> ol projeGt . l.e> GENERAL. REQUIREMENTS, l.e>.I Cod<> requirement:> sholl be thos<> of stat<> and municipal agencle:> and regulation:> locally governir19 this l"<Ork, providing that any requirement:> of the dra>'li"9S and 5P"GiPIGatlon:>, not confl!Gting th"re ... ith but exceeding th<> cod.o requirement:> sholl govern, unless "'ritten permission to the e,ontrary i:> granted by th" agency. l.e>.2 Extrem., care shall be exercised In exGavatlng and l"<orklng In the area du., to existing utilities. C.ontraGtor shall i:,., r"sponslble For damage:> caused by hi:> operation:> . I.e.:, Conne<.tlon:> shall be made at approximately the locations shov<n on th" drav<lnga. C.ontractor shall b<> responsibl" lor minor chang":> caused by actual site condition:> . l.e>.4 Scaled dim.,nslon:> ar.o approxlmat.o. 6"1or<> proce.,dlng ,..;th any ,<ork, tha contraGtor sholl GarePully cheGk and verify all dimension<>. l.e>.5 Plar IOGatlona of head:>, valve5, controller and pip.o lln"" ar" diagrammatic and lndicat<> th" spacing and r"latlv<> location:> of all ln!ltallatlon:>, l.e>h All lln":> shall hav<> a minimum clearanc<> of six (f>) lnche:> from "aGh oth.,r, and from lln":> of other trad.,:>. Parallel line:> shall not b" lnstall"d directly over on<> anoth.,r. 1.e.1 DleleGtrlG bu:e.hlngs :e.hall b<> u:e."d in any GonneGtlona l"<ith piping of dissimilar m"tal material:>. 1.e,,e, Point ol conneGtlon shall b" approxlmat.,ly a• :e.hol"<n on dra ... 1ngs. C.omect nev< underground piping and valve:> and provld., all flanges, adapter:> or other neGessary fittings lor connection. I .e>.'I Permission to shut off any o>xistlng In-vs" ... ater line:> must b" obtain"d 4e> hour:> in advanc.o, In v<ritlng From tho> ov,ner/developer. n,., contractor shall reGelv" lnstrvctlon:> from th<> ov<ner/d"v"loper, a:> to the exact length ol time oP each shut-off. l.e>.IO C.ontractor shall acquaint himself l"<ith all slta conditions, l.e>.11 MaintenanG.o. Th" entire irrigation system shall b9 under Full automatic opo>ratlon For a period of 1 day,. prior to any plant1n9 . 1.e.12 The ,<ork shall be aGG.,pted in V'lrltlng l"<hen the "ntlre scop" ol V'lork haa been completed to th" satlsFactlon ol th.o ov<no>r. No allol"<anG" For deviation from th<> original plan:> and speclflcatlona 1"<111 b.o mad.o unless previously approv"d by th" o ... ner. .-t,.,n any ;tem appear:> on th" plan and not In th" sp<>GifiGatlons, or In tha "P"Glflcatlona and not on th.o plan:>, It shall be Gon:>lc::lered In both. i'i1<>n GonfllGta ar,s.,, consult th" l.andsGap" Archlt.,Gt For clarlflcatlon prior to proce.,dlng, Th<> o ... ner or h:a authorized representatlv.o shall have th" final authority all item:> oP ths project. 1.e,.1:, SERVIC.E 6Y THE C.ONTRAc.TOR, The contraGtor shall s"rvlG" th<> syst"m at th<> o ... ner':> request during th<> guarante<> P"rlod and shall be paid For V'lork performed >'lhiGh I& not Govered by th" guarantee. II request"d b4 th.o Ol"<ner, th.o "ontractor shall furnish th<> Ol"<ner l"<ith a schedul.o oP servlG" ,.,., lor additional "ork requested outsld<> ol th.o guarartea. Th" contractor shall engage th<> service:> ol a prole:sslonal "'ater management Gompany approved by th" Irrigation designer and provld" support service:> for th" lollol"<lng Irrigation equipment, excee,a floi"I sensing auto-rain shut off and Gallbratlng s"nsors For excesa floV'I. lnspo>Gt and test controller:> and ground fault .. Mat<> Frovld" technical support on th" Job sit<> as requ.,sted by contractor For controllers, excess floV'I sensing and auto-rain shut off s<>nslng system&, Training In operation of all "qulpm.,nt. Five year limited field servlGe V'larranty for controller!! against original d"leGts In mat.,rlala and V'lorkmanshlp. V'larranty shall b" provld"d In l"<rltlng. Availabl" through Hydro1>cap" Product&. FART 2 -PROO\JC,TS 2.1 Material:,, All material:> and equipment us"d in sprinkler irrigation l"<Ork shall be nei"I and l"<ithout fla":> or delect:> and ol qualit~ and pe:rlormanG., a,o specified. 2.1.1 Piping, Pip<> slz"" shov<n ar<> nominal lnsld" diameter unlesa otherl"<IS" noted . .I POLYVINYL. CHl.ORIDE PIPE ("Al.ERTl.lNE") FOR NON-POTA6l.E MTER, (I) PVC. plastic pressure lines, lor piping upstream of remot" control valve:> and qulGk coupler:>. All lour (4) Inch and smaller :e.holl b.o purpl" color"d PVC meeting ASTM-11e>4, Typ<> I, Grada PVC.-1120, Gell clas!! 12546. pip", ASTM 2241 For SDR class pip.,, ASTM 2f>12 lor 11A!ertlrno 11 • PRESSURE MAINl.JNE, 1-1/2" and smaller pipe -schedul" 40 PVC. 2" and larger pipe -Class ;115 PVC, SDR-15.5 NON-PRE551.1RE LATERAL., All non-pressur<> pip<> -clas:> 200 PVC pipe TYPE I, GRADE I PVC. PIPE, Outside diameter oP pip<> shall b9 the same as Iron pip<>. Pip" sholl b" mark<>d on tv<o sld"" of th<> pip<> at 24" Interval:> ,..;th "C.autlon R"Glalm"d Hater". SGhedul<> 40 pip" shall not be thro>aded. Solvent shall b<> a:> suppllo>d by plpa manufacturer. Pipe 5hall b" purpl" In Golor. .2 Bras& pip., shall be IPS standard "eight 125 pounds, e>5% red bras&. 2.1.2 FITTINIS>S AND CONNEC.TION5, .I Fittl"9S for PVC. pipe four (4) lne,he<> and larger, Th.o e,oupllng shall b" an Integral part of the pipe barrel. It &hall consist of a thlck.,ned &ectlon "hlch has an expand"d bell V'llth groov<> to retain a rubber sealing ring of uniform cro ... n 1>ectlon. Fittings shall be Johns-Manvlll" Ring Tit<> PVC. Fitting, PaciFIG l"lest.,rn or equal. APPROVED FOR PLANTING DATE, 01/30/01 DR.All-IN BY, JAH/CG JOB NUMBER,02100h:, FILE, HOWARD AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. BENCHMARK: DESCRIPTION: STAN{)ARO 11-10 STR££T CENTml/NE llfU ltKINIIIIENT LOCATION: CENTml/NE CF El CAIi/NO REAL AT ENGINEER's STA 110N -151+ 92 PEN R. S 18(}()-1 RECORD FROM: COI/NTr BENCH lflfl.S (NO. COI/NTr 11:RT. CCWTRa. OA TA) ELEVATION: 68.179 OA11J/,I: IJ.S,C, ,t G.S. REVl510N5, DATE INITL'IL ENGINEER OF WORK ASSOCIATES landscape architecture DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTI7ER APPROVAL CITY APPROVAL ~ CITY OF CARLSBAD SHEETS 5 PlJ\NNING DEPARTMENT L 1-i - /RR/CATION SP[C/F/CAllONS FOR: ROBERTSON RANCH PA 15 c.r. 02-16 I AP~~~~d er-E:1 l.a t I 2'·\-0"7 DATE PLANNING DWN BY: PROJECT NO. DRAWING NO. CHKD BY: R\/WO BY: SDP 06-04 450-6£ CMWD I I I • '1''1 1'1 "I' h l" ii I illlll ! II :Ii, Ul -.JJ .2 Polyvln~I c.hlorlcl<> pip<> fittings ancl c.onnec.tlono,, Tijp" II, Grad<> I, Scheclul<> 40, high lmpacct molcle<f fittings, manufadur<>cl from virgin ccompounclo, ao, specclfled for-piping, taper-,6 soccket or molder tht'ead t~p.,, suitabl9 for eith...-solvent .-.eld or suev,ed Gonnecctlono,. Macchln<> threacled fitting& and plasl:IG saddl9 and fla>g<> fittingo, ar<> not acccceptabl<>. Furnish fittingo, permanent!~ marked v,ith follov,ilng lnfor-matlon, Nominal pip<> siz<>, tijp" ancl sc.heclul<> of material, and national oanltatlon foundation (N5F) seal of approval. PVC fitting shall conform to ASTM D2#4 and D2#b. . 3 Braso, p1p9 Flttlngo, and comecctlons, 5tandard 125 pouncl c.laso, !:>5% red brao;o, Fittings and connections-. 2.1.3 RI5ER5, . I All <>prlnkler heaclo, &hall hav9 risers, and sv,ilng Joints, as, shol"<n In th<> cletall drav,iingo,. All risers a>d s.-.lng Joints shall use Marlex fittings and schedul9 00 PVC risers, or nlppleo,. 2.1.4 FITTING5, .I Fi<tlngs, In g<>neral, for all lno;tallatlono, shall be cono,lclered lnclclental ta th<> contracct pric., ard shall oo th<> c.ontrac.tor'o, respono;lblllt~ to provide all of requlr<>d fittings, to c.omplet9 th9 e,ontrac.t. . 2 All fittings, for pip<> thre9 (3) in<-he:> ancl smaller shall b<> SG-hedul<> 40. . 3 All tee:> for th9 Installation of 5V<lng Joints V<III b<> installed .-.1th Dura, Lase,o Te<> or equal. 2.1.5 AUTOMATIC CONTROL V'!IRE, .I Elecctrl<-v,ilrlng running from control!...-to the automatic control valve:> shall b9 No. 14 solid, single e,onduc.tor, copper .-.,re, 4/64 Inch Insulation, 4/64 lnc.h neoprene Ja<-ket, st~I<> BR (cllrecct burial) or equal, color cocl9 .-.1reo, to eac.h c.ontroller, common .-.ire shall b<> v,ihlte No, 14 ,olld, slngl" c.onducctor "'Ir", 4/64 inc.h Insulation, 4/64 Inch neoprene Jacket, ot~le, BR /dlrec.t burial} or equal. 2.1.b MONITORING DEVICE5 .I All monitoring devlceo, sue,h a:> flo" and pressur<> measuring devlceo,, shall b<> ao, shov<n on drOV<ingo,. 2.1.1 120 VOLT V'!IRE TO CONTROLLER .I 120 volt V<lr<> shall b<> per local cod<> a:> tijp<>, slz<> ancl quallt~. Install U.L. approved concluit a mlnimvm of 24' belov,i grocl<> from th<> elec.trlc meter to control snit:> or oth...-required s...-vl<-e:>. All spllc.e:> to b<> In approved pull boxe:>, All v<ireo, to be tv,iln copper or other clesIgnatIon ao, required by cocl<>. 2.1.!:> AUTOMATIC CONTROLLER, .I Automatic controller, Full~ automatic. In operation a>d capobl<> of operating the numb...-of station& of remote control valves, as, noted. .2 Controller enclosur<> assembl~, Peclestal mounted ao, noted, ,,.;th a eepQf'ate stalnleso, steel enc.losur9, t...-mlnal strip, on/off dlscconnec.t ev,iltc.h v,i/11O volt grounded outlet, rainguQf'd auto..,.aln shut-off clevice a>d locking, hinged cover. Avallabl<> from H~clros<-ape Product& 1n,:.. 5005 Kearr~ Villa Rel., San Diego, California (!:>5!:>)560-1600, . 3 AutomatJ,:. controllers, shall b<> of th9 t~<> and ma,ufacctcrero, sho...r on th<> drav<lngo, and Installed per manufactur...-'o, ree,ommendatlons, and detail drav<lngs. . 4 All controll...-s shall b<> grovncled by copper clad grouncling rod and general ele<-trl,:. lightning arrestor ll'!Ll5DC6002 (50 OHMS reolotancoe requlrecl} 2.I.'I REMOTE CONTROL VALVES, ELECTRICAL .I Th<> elecotrl<:-remote control valves, (presser" regulating) shall be o, th<> st~I<> and manufaccturer'o, shov<n on the clrav<ing•, or approved eqval, a>d Installed per detailed c1ra ... Ingo, and manufactvrer'o, recommenclatlon. .2 Valves shall b<> Installed a minimcm of b' lrom all fixed objects a>d 12' apart from each oth...-. 2.1.10 MA5TER VALVE .I Shall oo o, th<> styl<> and manu,ac.turer's sho...r on th<> drav,iing,o, and installed per cletalls, drci~ln99 and manuF0:Gturer""15 reG.ommendatlon!-. 2.1.11 VALVE 60X, . I All valv<>,. Including pressur<> r<>gclatlng valveo, master valves, r<>mot<> control valve,., got<> valv<>•, and quick o.oupl<>r valves sfiall b9 Installed In scltabl<> valve boxes a,. shov<n In cl<>talls. All shcill b~ rncirked "P~v•, "M\1 11 1 11R.CV", 11CV'', or 11DFu respec.trvely ~,th ;,tc::1tlon numbers for control valves e,mi:>osse,d on th<> valve cov<>r. All shall stat<> "Reclaimed i,,,ater" In English and 5panlsh. (RCV box<>• shall have, locking covers) Other boxeo, sue,h as pull boxes, etc. shall b<> marked ac,:.orcllngl~. Valv" box<>s ohail be, purpl<> In color. 2.1.12 SPRINKLER HEAD, . I Sprlnkl<>r h<>ads, shall I:><> a• required on th<> clrav,ilngs. All sprlnkl...-heado, are to hav<> face tor~ built in c.hee,k valv<>s or a check valve under <>acch head. Sprinkler head:> shal I hav<> a lacctory ,:.olored "Purpl<> Reclaimed V'!at<>r" cl<>slgnatlon a• a part o; th9 sprlnkl...-or if not avallabI9 oo painted purple ao, clir<>coted b~ tho Cit~ of Carlsbad. 2.1.13 QUICK COUPLER VALVES (NON-POTABLE), . I CM,:.k coupling valve& shall oo as, speccifled on th<> dral"<lngo,. Eacch qulc.k ,:.ovpl<>r shall have a molded vinyl lo<:-klng cover ... 1th ACME thr<>ads, for ro>claimed v<ater service<>. .2 Upon complo>tlon o, the contract ancl prior to final accco>ptarc<>, ouppl~ the, o...r<>r ,11th qvlcck ,:.oupl...-keys, a>d hos<> ello, of th<> qvantlt~ called for in Irrigation section 2.1.22. Th<> keys ancl hooe,o <>II& ohall b9 o, the sam<> manufa.:cturer ao, th<> coupling valv<>. .9 Shall be I' slz<> ao, manufactured by Neloon Sprinklers, Co. 2.1.15 GATE VALVES, .I Gat<> valves three (9) in<-h<>& and smaller shall b<> 150 povnd bas<>, all braso/bronzo construction, single v,iedg<> disc, Integral tap...-,eat., non..,.lsing stem, scr<>V<<>d bonneto, bronz<> Gros:> handl<> ancl a bras,o/bronze grouncl Joint union connecctlon at the dol"<nstr<>am outl<>t. Valv<>s, shall b<> capabl<> of being repa,:.ked .-.hll<> vncler pr<>ssure. .2 Gat9 valves, four (4) ln<:-heo, and larger shall conform to all applicable provl,olono, of section 2.01.oe, o, th<> 5tandard 5pe,:.Iflcotlono, of the City o, San Diego, Doccvment No. 121131. . 9 Shall be similar to those manufactured~ Kennedy, 5tocckham, Nlbco or approved equal. 2.1.lb MANUAL CONTROL VALVE, .I Marual control valve 9/4" and I" olze, shall be macle of heavy dot~ brass "'Ith a .-.heel hanclle and rated to 150 P51. 2,1,11 ATM05PHERIC VAC.WM BREAKER, .I Atmosph...-le; vacuum breaker 3/4" and I" slz<> shall be mad<> o, hea~ duty braes construction preventing bac.kllo" of ""at<>r into fresh ""ater lines. Operating pressur<> of 15 to 150 PSI and ohall be manufactured by th<> sam<> manual control valves listed above. 2.1.18 6c,e,kflo" Pr<>venter, Unit ohall oo as shov,in on piano. 2.1.1'1 Conuet<> footing• shall oo 2,000 P51 conccreto at 28 cla~•· 2.1.20 6"<:-kflll shall b9 clean fill ooll ,..;th no roci<o, or colodo, 1/2" or larger. 2.1.21 MRNING TAPE, .I Shall oo plastle, tape prepared ... 1th silver printing on a purple Plelcl having th<> .-.orcl,o, "Caution, Reclaimed v<ater lin<> b<>lo""· The overall ""ldth shall oo 9 ln<-heo. .2 V'!arnlng (e,avtlon) tap<> shall be manufacturecl by Thor Enterprls<>, Inc., P.O. 6ox 450 5un Pralrl<>, V'!isconsin, 5cl5'!0, (bOI!>) /!>31-11'!1. 2.1.22 ;'(ARNING LA6ELS 4 5I,;,NS, Shall b<> approve,d by tho clistrlct "ngin-,er to be Installed on designated faccllltle:>. Facilities sve,h as e,ontroller <>n<-losur<> a:> cl<>slgnat<>d ~ the dl•trlcct "nglne<>r or inspecctor. S<><> cover sh.,et lor additional requirement• . 2.l.2Sl ;'(ARNING TAG$, All reclalm"d v,iat...-oprlnkler o.ontrois, valv<>s sholl be tagged v<ith lcle,ntlflc;atlon tags. "'"" cover she,et for adclitlonal r~uirem<>nb. 2.1.24 Contractor shall provld<> to the o...r.,r, .I Thr<><> (9) control valve keys. .2 Four (4) l"lr<>nch""' for removing eacch different t~p<> o, sprlni<ler head . . 3 Tv,io (2) 41:>" t"" v<rencheo, for operating ball valveo . . 4 Five (5 ea) quick coupler keys and five (5 ea) hos<> bib assemblies (potabl<> 4 non-potable). .5 FIV<> (5) k<>~• for opening and loccklng each avtomatl<-contro•ler . 2.1.25 ~" strainer shall b<> of bronz<> bod~ V<lth occrev, fittings,. ::>e<> details and drav<ings. 2.1.26 ln-lin<> presser<> regulator-shall be as, spe<-ifled on drav,ilngs. 2.1.21 Surg<> arrestors shall b<> as specclfled on drav,ilng,o, PART 3 -EXECUTION :I.I GENERAL REQUIREMENT$, 9.1.1 Loe,atlons, on drav,ilngo, are, cllagrammatl<-and approxlmat<> only, ancl shall oo changed and adjusted as nec.,ooary ao, directed to meet existing conditions and obtain complete v<ater coverag... Locate and stak9 all v,ior-k. and obtain approval of th<> Landscape Ar<:-hlt<>cct befor<> lnstollatlono,. 3.1.2 Install a>d extend system as sho"'n on th<> c1ra ... 1ng:>, and ao, necessary to corr~ out the intent o, th<> drav,iingo, a,d spe<:-iflcatlono,. 3.1.3 Locat<> lineo,, valve• a>d other cnclerground utilities, and reccelve th9 approval of tho Lanclsccap<> Architec.t befor<> digging tren.:cres. 3.1.4 Ref...-to the City o, Carlsbad standarclo, lor recclalmed pip<> Installation. All City of CQf'lobad ,otanclards, tak<> prececlen,:.e, over plaro, and specifications lor th<> proj<>cct vnleso, noted ond approved. :1.2 IN5TALLATION OF IRRIGA'f"ION 5YSTEM, 3.2.1 EXCAVATION AND 6ACKFILLING OF TRENCHE5, .I Exccavate trenches,, prep""'" subgracle, and backfill to lln9 and gracl<> v<ith sufficient room for pip<> fitting•, testing and lnspec.tlng operations. Do not backfill until th9 pip<> system has, been subj<>ccted to a h~drostatl,:. test as opecifled, .2 DEPTH OF TRENCH, Fol~vinyl ,:.hlorlde pressure line (less than 9") -I!:>" minimum Freesur9 mainlines (9' and up to 5-1/2") -24" mlnlmvm Fol~vlnyl chloride non-pressur., line -12" minimum Control V<lr<> -I!:>" minimum .3 TRENCHING THROUGH AREAS i,,,HERE TOF50IL HAS 6EEN 5PREAD, (I} Deposit topooll on on<> sld<> o, tren,:.h and svbsoll on opposite slclo. .4 Svb•oll shall be free of all rocks and clod,. 1/2 lncch In diameter, clebrlo,, and litter, prior to vse ao, bo,:.kflll v,ihere o,o indicated on detail. .5 Repair any leak& and repla<-<> all def<>cctlv<> plp9 or fittings vntil lines meet test requlrement,o. Do not cov...-an~ lin-,o, until the~ have been inspected and approved For tlghtnes,o, quality of v<or-kmanohlp and mat...-10I,o. .b Elocckflll trenc.heo,, after approval ol piping, v,iith suitol::>I<> and approved material, tamping soil around pip<> and thorough!~ compacctlng all tren,:.h fills until '10% compaction has been achlev-,d . .i Elockfill material shall i,., an approved •oil, free from roe,1:.5 and cclocio, 1/2" and larger. .8 Contrac.tar shall not Install pip<> across conccreto clralnag<> ev<ale,o. Contractor-shall Jack or bore under sv,iale typlc;al. 3.2.2 UNDER EXl5TING AND/OR PROP05ED PAVEMENT .I Trenc.hes located uncler Qf'ea5 ""h<>r<> paving, asphaltlc cconccrete or con<-ret9 ... 111 be Installed shall oo bacckfilled v,lth clean fill soil, In a sl<><>V<> ancl compa.:cted In la~..,.,. to '15% compacctlon, using manual or mee,hanl<:-al tamping clevlce5. Tren.:che,o lor piping ""hi,:.h ar<> not vncler paving shall oo ,:.ompacted to equal compacctlon of th<> existing adjacent vnd1stvrbed soil and shall b<> left flush V<lth th<> acljoining grad<>. The irrigation contractor shall set in place<>, cap and pressur<> test all piping uncler paving prior f.o paving v,iork. .2 Piping vnd"r existing pavement ma~ oo Installed by Ja<-king, boring or hydraull,:. clrlvlng. Hov<ever, no h~draull,:. driving v<ill be, permitted ender asphalt paving. .9 Provlcl<> a cover o, I!:>" minimum /or malnlln<> (less, than 9"), 24' minimum •or mainline (3" ancl up to 5-1/2"), 12" minimum lor no-pressure line, and 18" minimum lor the ,:control v,iire betv,ieen the top of the pipe and the bottom ol the aggregat<> base for all pr.,ssur9 and non pressur<> piping lnstall<>cl uncler asphaltlc concrete paving. .4 5ecur<> p...-misslon From th<> ov<ner/developer be/ore ccvttln9 or breaking existing pavement. All necessar~ repair• ond replacements, shall b<> approved ~ ov,in...-lcl<>v<>loper, and shall be at no additional cost to ov,iner/developer . "AS-BUILT P.E. EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 9.2.3 INSTALLATION OF POLYVINYL CHLORIDE PIPE, .I Becavso of the natur9 of plastic pipe ancl fitting,o, exer<-ls<> ccautlon In handling, loacling and storing, to avoid damage. .2 The pip<> and fittings shall b<> stored uncler cover until used, ancl shall oo transported in a vehicle v,ith a bed long enough to allov,i the length of pip<> to la~ flat so as not to 1:,., subjected to unclue bending or concentrated external loacl at any point. .9 An~ plpo that has been clented or damaged shall be dise,arded vntil su,:.h dentecl or damaged section Is cot and rejoln<>d v,iith a coupling. .4 Tren<-h depth shall be ao, specified al::>ov<> from the finish graclo to the top o/ th<> pip<>. The bottom of the trench shall. be fr<><> of rock.5, clodo,, and other sharp-<>clged objects. .5 Pip<> ends ond fittings shall oo ""lped V<lth MEK, or equal, befor-e, v<eldlng solvent 15 applied. V'!elcled Joints shall be given a mlnlmvm o, 15 mlnvteo, to set before moving or handling. All field cuts, shall b., beveled to remov<> burrs ancl excceso, befor<> fitting and gluing together, .b Pip<> shall be snaked from elcle-to-slcle of tren,:.h bottom to allov,i lor expansion ancl e,ontractlon. .1 Center loacl pipe V<lth small amount of backfill to prevent arching a>d slipping uncler presser<>. L<>av<> Joints exposed For Inspection clurlng testing. e, No v<at...-shall b<> permitted In the pip<> vntll inspecctlon hav<> been completed and a period ol at least 24 hours has elapsed for solvent l'<eld setting and ccurlng, .'! Plastic to metal Joint,. shall oo macle l"lith plastl<-male aclapters, metal nippl<> hand tightened, pies on<> turn v,iJth a strap .-.rench. .10 Plastic to plastic Joint:>, Solvent-.... eld, vsing solvent recommended by pip<> manufacturer only. .II Solvent-v,ield Jointe, Asoemble per manvfacturer'o, recommendation. .12 All pressure pip<> 3" or IQf'g<>r shall hav<> th<> correcct sized cconcret<> thrvst blocck Installed at ever~ abrupt ,:.hange of alignment, at gat<> valvee, tee:>, eli:>ol"IS, uosse:> and enclo, ol pip<> runs; or l"lh...-<>ver the Git~ engineer deems, on<> to oo nec<>ssQf'y. Thrust block shall be Installed a,. per cletall. 3.2.4 INSTALLATION OF BRA5S PIPE, .I Cut braeo piping b~ po.-.er haccksa,,., circular cutting macchlne ,sing an abrasive v<heel, or hand ha,:.ksa .... Cut no piping ... 1th metallic .-.heel ccvtt...-o/ an~ description. Ream and remove rough edgeo, or burrs so smooth an unobstructed flo"" lo obtained. .2 Careful!~ a>d smooth!~ place on mal<> thread only. Tighten se,rev,ed jolnto, ... 1th tongs or v,irene,hes,. Caulking Is not permitted. :1.2.5 REMOTE CONTROL >'!IRING, .I Direct burial control v,ilr<> sizes, Ao, shov,in and spe,:.lfled h<>reln b<>fore. .:2 Provld., on<> control ""Ir<> and one common ground .-.ire to o...-vl<-<> each valv<> In system. Provide 2-loot minimum expa>slon loop at eac.h valv<> to permit removal and molntenan<-<> o, vc::alves~ . .3 Install ccontrol l"lireo, at least I!:>" belov,i finish gracl<>. .4 Install control V<lre,o a>d irrigation piping in common trenc.hes v<herever possible. .5 Control v,ir<> spllcee, Allov,i only on runs ol more than 300 f-,et, ,opllces, ao, FolloV<s, (I) Strip off minimum o, 2-1/2 inche5 o, Insulation from <>oc.h ""lro, (2) Connecting and splicing ol V<lr<> at th<> valves shall oo made using Dura 5eal Crimp spllce,o a• manvfactored by Ra~,:.hem corporation. Contracctor shall refer to Ra~hem Installation procedure& uolng clvatorch 3 heating tool. No other spllcces v,iill b<> allo,,.ed. 3.2.b AUTOMATIC CONTROLLER, .I Automatl,:. controller shall oo installed ao shol"<n and direc.ted. Controller shall b<> tested .-.1th e,omplete electrical connection,.. Th<> contrae,tor shall ba responsibl<> for temporar~ pov<er to the controller for operation and te,oting purpos""'· .2 Connee,tlono, to control v,iiring shall b<> macl<> .-.!thin th<> pedestal of the controller. All ... 1re ehall Folio"' th<> pressur<> main in so IQf' as po55lble . .3 Elec.trle,al .-.iring shall be In a rigid PVC plastl<:-e,ondvit lrom <:-ontroller to elecctri<-al outlet. A c...-tIfIed electrical contractor snail b<> responsible /or Installing all "'Iring to the sub-panele, clock.5, or elsev<her9 ao, required, In orcl...-to complet<> this Installation. A dlsconn-,ct sv,ltch shall be, Included. .4 Cortroller shall bo Installed V<ith vanclal..,.eslstant ene,losure,o as called For on the drav,iingo, (stalnl.,s,o ste-,I) ao, provided by th., manulacctvr"r on acleqvate con,:.ret<> •oundatlon. 3.2.1 VALVES, .I All valves shall oo Installed ao, shol"<n in i:.h<> details ancl In ae,cordanG<> "'Ith manvfae,turer',o recommenclatlon,o and ao, required by the C.it~ o, CQf'lsbad for Identification, p...-recclaime,d ""ater stanclarcls, IP used. .2 All automatic volve:> shall b<> sized as shov,in on plan,.. Gato valves shall b<> lin<> siz<> . .9 Install each control valva in a separat<> valve bo" v,iith a mlnimvm o, 12" separation be,tv,ie,en valves and b" from an~ Fixed obje<:-t or etrve,tvre. 3.2.!:> VALVE 60X, .I ln&tall valve boxeo, a:> shol"<n on detail. Install no mor<> than ono valv<> per box. Valv9 boxes Installed near v<all:.5 shall abut from thos<> itemo, ancl the top svrlaces shall b<> Flush v<lth item:> listed above. .2 All boxes are to b<> marked as to th<> t~<> of valve, control station number 1, appli<-able and lclentifled a• reqvlred, per re<:-laime,d sta>clarclo, . .3 Pvrpl<> valv<> box"" required for r<>ccy,:.led v,iat...-. :1.2.'! SPRINKLER HEAD5, .I All sprinkler heacls shall oo lnstallecl ao, per cletall,o ohov,in. .2 Nozzle size of al I heads shall b<> adjusted to suit an~ particular conclltlons of th<> area. This, shall b<> done after the system ha& been thoroughly tested, immecllatel~ after l"<rltten notlflccatlon by i:.h<> Arcchltecct to clo so . 3.2.10 QUICK COUPLER ASSEMBLY, .I Install all qulc.k couplers ao, Indicated on drav,iingo, and as, dlr.,ccted. S<>t all valves plvml::> a>d true to finish gracle ancl a maximum of 12 ln,:.heo, from paving, ""all:.5, headers, or curbs, and a:> sho...r on piano, and as dlree,ted . .2 Install all quick. cooplers, In b" diameter round valve l::>oxes . 3.2.11 GATE VALVES $ BALL VALVES, 3.2.12 V'IARNING TAPE, ll'larnlng tape,o ohall be, installed dlrectl~ on top of th" pip9 longitudinally ard shall be cent...-ed. The v;arnlng tape shall be installed ccontinuously for th<> entir<> length o, th<> pip<> and shall b<> /astenecl to eacch pip<> length ~ plastic tap<> banded Qf'0vnd th9 pip<> v,iith fasteners no moro than 5 feet apart. Taping attacched to th<> S<>Gtlons, of pipe before laying in the trenc.h shall hav9 flop:> svffie,lent for continuous coverag<>. All rls...-s betv,ieen th<> mainlln<> and control valv""' shall b9 Installed v<lth v<arnlng tape. A seccond v<ornlng tap<> rumlng contlnuovsl~ abov<> piping to be Installed 12 Inches above ree,laim<>d v,at...-lin<>. 3.2.13 ;'(ARNING< LABELS 4 5I<S<N, 9.2.14 ;'(ARNING TAGS, 3.2.15 BACKFLOV'i PREVENTER, .I Elockflov,i preventer assembly shall be Installed In acccordanG<> v,iith manufacturer',o specifications, located ancl as cllrected on drOV<lngs, and ohall conform to all appllccable cocl<> and orclinan<-<> reqvlremento,. .:2 Exact lo<-atlon ancl positioning shall oo veriflecl on th<> site by the Landscap<> Architect. 3.2.16 IN-LINE PRE55VRE REGULATORS, .I Adjust and Install p...-piano, and cletalls . 9.2.11 SURGE ARRESTOR, .I Install per plans, and cletalls. 3.9 CLEAN-UP, As proj-,ct progress.,.,, contracctor shall maintain all areas In a neat monn...-and remove unslghtl~ debris doll~ or a• neces~y. After completion of th9 project, controcctor shall remove all clebris ancl ,:.ontalner,. used In a,:.compli,ohing v;ork. H<> shall sv<eep arcl clean all slde,,.all:.5, asphalt, and e,onuet<> area,o adjacent to the planting•. APPROVED FOR PLANTING DATE, 01/30/01 DRAJr-!N BY, JAH/C-6 JOB NUMBER,0:2I00.b:5 FILE, HOWARD AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. BENCHMARK: DESCRIPTION: STANOARO 11-10 SlREET CENTERUNE Hf11. IIONIJMENT LOCATION: CENTERUNE <F £l. CAMINO /?£Al AT ENGINEER'S STATION -15-1+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH lEVEI.S (NO. COUNTY VERT. CON lROt. OA TA) ELEVATION: 68.-119 OAT1JII: 11.S.C. .t G.S. REVISIONS, DAT£ INITIAL ENGINEER Of WORK ASSOCIATES landscape architecture r 1 a .l 9 L • 6680 rio san ;;.iego crive ou11e JSO ,~n c,cgo co 92\0~ hl<I 7111 %60 DAT£ INITIAL REVISION DESCRIPTION OTHER APPROVAL ROBERTSON RANCH PA 15 c.r. 02-11 I APPPf_;&( LT. €:"-R--ott B·!-01 DATE PLANNING OWN BY: PROJECT NO. DRAWING NO. DAT£ INITIAL CHKD BY: SOP 06-04 450-61._ CITY APPROVAL ffi/WD BY: CMWO I Iii i 1111 11111 ., ,., - APPROVED FOR PLANTING AND IRRIGATION ONL y INCLUDING PRECISE ' LOCATION OF PLANTING AREAS. -..X-4-'4~L.A •N~T7--==,L4+b~V/~//a//~ ' I BtDG#3 I I I I 11 :ocw!'® ~~,-_.,.. ~-I===-' ~ I I ~ "+ '-r='f:f=ffl~=t=!-l!- I I It M I t \ \~ ¥ \ \ \ \ I \ \ 1-1---+-lC \ \ \ \ L-!-l--lr1 \\ \ ~trl-fi~ \ \ \ 1 I 1--&1--f.---'-'rc1 I \ \ \ \J-t ,.1-11--+--H I \ I 1 1 ~rj~=~..L-rt1':~c7f-~~~~-,_,,LiL - \ 7--I --,....VI:_'--"~ ~:-:,:__1_1-_r_f---1-~1 DATc, O.2/.2i/0"1 ~ BY, JAH/C,(S JOe NUMBER,02100.6:3 FILE, REVISIONS, :HOWARD · • ASSOCIATES landscape architecture •••o rlo aa11 di ••0 drl•• ouhe 3 SO ••• d i rla 2 9 19 ••0 .,. 9 3101 1119 718 966Q -1.-t, d l~ii~~ .... \----"= ,.,...~,. ~\ "AS-BUILT ,J I .. ..u.. eLA-'2.'11"! EXP. 1[1d 10 REVIEWED BY· t!_--J.] 4-: E:-1\..o~ INSPECTOR " 3g (1 0 DATE ~-1\·i,e DATE --- BENCHMARK: DESCRPTION: LOCATION: STANOAHO 11-10 Sll/EET CENTERt.lNE IIElL IHJ'll/ll£NT CENTERIJNE OF El CAIi/NO REA.I. AT EN61NEER'S S~ TlON 45#92 PEI? R.S 1800-1 RECORD FROM: COUNTY BENCH lfl£I. (i CONmot. DATA} S 'NO. COUNTY ',fJ?T. ELEVATION: 68.-179 OATl/11: ll.SC. ,t G.S I t I I I I l t t-- 20, 60' 1111111111, -Sca-1e■1■=■20■· •, PLANNING DEPARTMENT L 1 g Pl.NIT/NC Pf.AN FOR: E~~~~===t~=~===~===~===~==~~==~~==~==~§~=~=t=~=t=E~~j~~~ ROBERTSON RANCH C PA 15 C.T. 02-16 I APPROVED ~~! • PLANNING (1~¥-~~Jt i;.i1 -,o 1 DATE DATE INIT1AI. ENGINEER Of WORK REVISION DESCRIPTION DATE INlllN.. DATE llt'TW. OTHER N'PRO/N.. OWN BY: CHKD BY: RVWD BY: I PROJECT NO. . SOP 06-04 I DRAWING NO. -~1)_-BL r,.1111n • PLANTING NOTES: I. THE CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTIN<:t PLANTER AREAS AND PLANT MATERIAL AS INDIC.ATED ON THE PLANS OR A5 5PEC.IFIED IN THE FIELD BY THE LAND5c.APE ARC.HITEC.T. 2. THE PLANTING PLAN 15 DIAGRAMMATIC,. ALL PLANT LOC.ATION5 ARE APPROXIMATE. ALL PLANT LOC.ATION5 TAKE PREC.EDENC.E OVER PLANT QUANTITIES 5PEC.IFIED. PLANT QUANTITIES ARE APPROXIMATE AND ARE FOR THE C.ONVENIENC,E OF THE C,ONTRAC,TOR ONLY. THE C,ONTRAC.TOR SHALL NOTIFY THE LAND5c.APE ARC.HITEC,T OF ANY Dl5c.REPANC.IE5 BETY'IEEN 5YMBOL5 AND GUANTITIE5 5HOl-"IN. 9. APPLY A C.ONTAC.T HERBIC.IDE, v-lHERE Y'IEED5 ARE PRESENT, PER MANUFAC.TURER'5 5PEC.IFIC.ATION5, A MINIMUM OF TEN DAY5 PRIOR TO C.OMMENC.EMENT OF ANY PLANTING OR IRRIGATION if'IORK. Y'IEED5, INC.LUDING THEIR ROOTS, SHALL BE ALLOY'IED TO C.OMPLETEL Y DIE BAC.K BEFORE PROC.EEDING v-llTH Y'IORK. 4. SUBMIT A SOIL SAMPLE AND A PLANT LIST TO THE "501L AND PLANT LABORATORY" IN SANTA ANA, CA, PRIOR TO ANY PLANTING. SUBMIT THE 501L TE5T TO THE LAND5c.APE ARCHITEC.T AND FOLLOl-"I THE 501L LABORATORY'S RECOMMENDATIONS PRIOR TO PLANTING. 5. ALL AREAS LE55 THAN 9, I IN SLOPE TO BE PLANTED SHALL BE CR055-RIPPED TO A DEPTH OF 51X INCHES AND SHALL HAVE THE FOLLOl-"IING AMENDMENTS SPREAD EVENLY AND THOROUGHLY BLENDED IN (GUANTITIE5 ARE PER 1,000 5.F.), A. 9 C.UBIC YARDS NITROGEN FORTIFIED REDY'IOOD 5HAVING5 B. 100 POUNDS AGRIC.UL TURAL GYPSUM C.. 15 POUNDS IRON SULFATE D. 25 POUNDS 16-6-8 5LOl-"I RELEASE FERTILIZER PLEASE NOTE THAT THE AMENDMENTS MAY CHANGE, BASED ON THE 501L ANALY515. 6. EACH PLANT SHALL RECEIVE AGRIFORM PLANT TABLETS A5 FOLLOv-15, I GAL C,ONTAINER (I) 21 GRAM 5 GAL C,ONTAINER ('B) 21 GRAM 15 GAL CONTAINER (5) 21 GRAM PER 9 INC.HES OF BOXED TREE 51ZE (I) 21 GRAM PER TY'IO FEET OF BROl-"IN TRUNK HEIGHT (I) 21 GRAM 1. PLANT BACKFILL SHALL BE 50% 51TE SOIL AND 50% NITROGEN FORTIFIED REDY'IOOD SHAVINGS BY VOLUME. 8. PLANTS SHALL BE INSTALLED PER PLANTING DETAILS PROVIDED IN THESE PLAN. PLANT MATERIAL SHALL NOT BE ROOT BOUND. FIVE GALLON PLANTS AND LARGER SHALL HAVE BEEN GROl-"IN IN C.ONTAINERS FOR A MINIMUM OF 6 MONTHS AND MAXIMUM OF TY'IO YEARS. PLANTS SHALL EXHIBIT HEAL THY GROl-"ITH AND BE FREE OF DISEA5E5 AND PE5T5. q_ STAKE ALL TREES PER DETAIL. REMOVE NURSERY 5TAKE5 AND TIES FROM ALL C,ONTAINER 5TOC,K. MAINTAIN SIDE GROl-"ITH ON ALL TREES. 10. PLANT ALL AREAS v-llTH GROUND COVER TO v-llTHIN 6" OF SHRUB OR TREE TRUNKS. INSTALL A 9" LAYER OF C.LEAN SHREDDED BARK MULC.H IN ALL AREAS FLATTER THAN 9,1 NOT REC.EIVING GROUND C.OVER, AND A 9" LAYER TO ALL AREAS FLATTER THAN 9,1 REC.EIVING GROUND C.OVER, UNLESS OTHERYil5E INDIC.ATED ON PLANS. II. PLACE PLANTS NOC.LOSER THAN 12" TO SPRINKLER HEADS. 12. ALL GROUND COVERS SHALL BE GUARANTEED BY THE C.ONTRAC.TOR A5 TO GROY'ITH AND HEALTH FOR A PERIOD OF SIXTY DAYS FOLLOY'IING COMPLETION OF THE MAINTENANCE PERIOD AND FINAL ACCEPTANCE OF THE PROJEC,T BY THE OY'INER OR OY'INER'S REPRESENTATIVE. ALL SHRUBS SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROY'ITH AND HEALTH FOR A PERIOD OF SIXTY DAYS FOLLOl-"IING COMPLETION OF THE MAINTENANCE PERIOD AND FINAL AC.CEPTANC.E OF THE PROJECT BY THE Ov-lNER OR Ov-lNER'S REPRESENTATIVE. ALL TREES SHALL BE GUARANTEED BY THE CONTRAC.TOR AS TO GROY'ITH AND HEAL TH FOR A PERIOD OF TY'IELVE MONTHS FOLLOY'IING C.OMPLETION OF THE MAINTENANCE PERIOD AND FINAL ACCEPTANCE OF THE PROJEC,T BY THE OY'INER OR Ov-lNER'S REPRESENTATIVE. THE CONTRAC.TOR, Y'IITHIN 15 DAY5 OF NOTIFIC.ATION BY THE LAND5c.APE ARC.HITEC.T OR OY'INER, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS Y'IHICH FOR ANY REASON FAIL TO MEET THE REGUIREMENT5 OF THE GUARANTEE. REPLAC.EMENT SHALL BE MADE Y'IITH PLANT MATERIALS A5 INDIC.ATED OR 5PEC.IFIED ON THE ORIGINAL PLANS, AND ALL SUCH REPLAC.EMENT MATERIALS SHALL BE GUARANTEED A5 SPEC.IFIED FOR THE ORIGINAL MATERIAL GUARANTEE. 19. LAND5c.APE CONTRACTOR SHALL CONTAC.T THE LAND5c.APE ARC.HITECT PRIOR TO BEGINNING THE LAND5c.APE Y'IORK 50 THE LAND5c.APE ARc.HITEC.T C.AN REVIEY'I THE PROJECT UTILITY LOC.ATION5 AND REVISE PLANS ACCORDINGLY TO FULLY ¾REEN ALL UTILITIES FROM VIEY'I. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 11/20/08 DRAYIIN BY, JAH/C,G JOEi NUMEIER02100h9 FILE, REVl510N5, HOWARD ASSOCIATES landscape architecture r la 29 I 9 8880rio oao diego dri•e •11ite 350 san di•&o c~ 92108 U9 718 'JbbO PLANT LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY. --(~· . FOR Pl.ANTING Pl.AN SEESHEETOT FOR PLANTING DETAILS SEESHEET09 "AS-BUILT " TREES (UNLESS NOTED OTHER~ISE) • CINNAMOMUM CAMPHORA CAMPHOR TREE 15 GAL 8 ♦ GLEDITSIA TRIACANTHOS HONEYLOCUST 15 GAL IS II LAGERSTROEMIA 'MUSKOGEE' CRAPE MYRTLE 15 GAL 8 !I LIGUSTRUM LUCIDUM GLOSSY PRIVET 15 GAL so Ill LIQUIDAMBER S. 'BURGUNDY' AMERICAN S~EETGUM 15 GAL 8 8 PODOCARPUS GRACILIOR* FERN PINE 15 GAL 4 & RHAPHIOLEPIS 'MAJESTIC, BEAUTY' INDIAN HA~THORN 15 GAL SCI ... TRIST ANIA CONFERT A BRISBANE BOX 15 GAL 41 SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY. SHRUBS 0 AGAPANTHUS LILY OF THE NILE I GALLON S4Cf5 ® BOUGAINVILLEA 'LA JOLLA' SHRUB BOUGAINVILLEA 5 GALLON 243 $ DIETES VEGET A FORTNIGHT LILY 5 GALLON 842 @ LIGUSTRUM TEXANUM PRIVET 5 GALLON I6Cf (IJ LIGUSTRUM J. 'TEXANUM' COLUMN PRIVET 15 GALLON - & PHOENIX ROEBELENII PYGMY DATE PALM 15 GALLON 18 ~ PHOTINIA FRASERI CHINESE PHOTINIA 5 GALLON 162 ® RAPHIOLEPIS INDICA INDIA HA~THORN (BEST AVAILABLE) 5 GALLON 166 ® STRELITZIA REGINAE BIRD OF PARADISE 5 GALLON 126 Cf) TECOMARIA CAPENSIS CAPE HONEYSUCKLE 5 GALLON 54 @ TUPIDANTHUS TUPIDANTHUS 5 GALLON 58 0 VIBURNUM JAPONICUM VIBURNUM 5 GALLON 61 @ XYLOSMA 'COMPACTA' SHINY XYLOSMA 5 GALLON 518 SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY. VINES -ii. DISTICTUS BUCCINATORIA BLOOD RED TRUMPET VINE 15 GALLON 44 ~ .... T~~8E~q~f:E .. ~MUM .. ~~~~1No1qE~ .... ·?Tf\R -✓~~MiN~------------·. -------_------.. 1;;.(s,~1-:~QN.-_-_---__ -· __ -_-·_ .-_-_5) . . -<t-~ISTERIA FLORIBUNDA JAPANESE ~ISTERIA 15 GALLON GROUND COVERS ~ SYNTHETIC, TURF -INSTALL PER MANUFACTURER'S SPECIFICATIONS ~ GAZANIA 'SUNRISE YELLO~' GAZANIA FLATS 12" o.c. ~ TRACHELOSPERMUM JASMINOIDES ST AR JASMINE FLATS 12" O.C. ~ LANTANA LANTANA FLATS 12" O.C. □ MARATHON Ill -SOD D~ARF FESCUE SOD . . D 'SLOPE s·AVER' FEscuE HYDROSEED ~l~H ·1 G~l:--~ARE·x DIVULSA (BERKLEY ·SEDGE) PLANTED@ 18" o.c. -~~ ------------ NOTES: *PODOCARUS TO HAVE MAIN LEADER INTACT. TREES ~ITH THE MAIN LEADER REMOVED SHALL BE REPLACED ~ITH APPROVED TREES. . . 14 /1\ CG SPECIFICATION REVISION [lQ[] [m] 03/05110 MM AS·BUILTS CITY OF CARI.SHAD 9 i-===+-="'--lr=-==----------+---+--+--+-----l PLANNING DEPARTMENT t----+--+-------------t---+--+--t--t PLANTING L£6£NO .t-NOTES fOH: BENCHMARK: .J.------· ·-f ·---?, / 't /1 o DESCRIPTION: STANOARO 11-10 STREET CENTERUNE llill. !IONU!IEN T ROBERTSON RANCH PA 15 c.r. 02-16 J!t.tu1lq EXP. 1/7d tO DATE REVIEWED BY: H;(v\ 4f, ~IL~A\ INSPECTOR ~-----------~ LOCATION: CENTERUNE OF El CAIi/NO REAL AT ENCINEER's STATION 454+ 92 PER R.S 1800-1 RECORD FROM: Cl}IJNTY BENCH lE'tflS (Na Cl}IJNlY ITT?T. CONTRa. DATA) ELEVATION: 68.479 OA/lJAI: /1.S.C. .t G.S. I APPROVED (111 :_(c{ / __ tc-l I ,,4/- ,__ _ _,___-+-------------+---+--+--<---< ____ // -'-'o-'-1~&1~,~~'"~---:>·I\ ·ID Pl.ANNING DATE t--~-+-~+-------------t---+--+--t--t OWN BY: __ DATE INITIAL ,__DA_TE~I_NITIAL--<1--DATE_~'N_ITlAL__, CHKD BY: -- ENGINEER or woRK REVISION DESCRIPTION OTHER APPROVAL cllY APPROVAL RVWD BY: PROJECT NO. SOP 06-04 DRAWING NO. ~0-6l CMWO __ -_ '' I I ' I: I I , ' I ' I Iii T I . I I I .i 1 1 I I i i' I • : ! : ! i ' i I ,f 'v 7. ~ 00 ~ a J: ,t) \)l 0 ..i) I 6' ' EQUAL NOT TO SCALE GROUND COVER PLANTED PER PLANTING LEGEND I . . I . . () -' () · .. · I o--'1.- . . . . I . . I .···1 __ --'k-- PLAN VIEJ,i NOT TO SC.ALE 18" ELEVATION NOT TO SC.ALE ~ ROOT BARRIER, I~" V DEEP "BIO-BARRIER" 0 PAVED SURFAC-E 0 FINISH GRADE GROOT BALL 0 TREE TRUNK (A )1--G_R_o_u_N_o_c_o_v_E_R_s_P_A_c_1N_G _____ _ NOTE, ROOT BARRIER TO BE UTILIZED Jl'lHEN TREE IS LOCATED , "" Root Barrier l,ilTHIN s' oF HARDscAPE ~ B ~1------------------------------NO-T-TO_S_CA_L_E_ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 01/B0/01 DR,<l,J,-.IN 6Y: JAH/C.G JOB NUMBER,02100h:5 FILE, REVl510N5: 8 (D) VINE PLANTING CD @ G) ® @ @ "AS-BUILT " HOWARD ASSOCIATES P.E. EXP, __ _ DATE landscape architecture r I a 2 9 1 q REVIEWED BY: INSPECTOR DATE VINE ATTACHED TO SURFACE OF r!ALL OR FENCE V'llTH VINE TIES EXISTING, V'IALL OR FENCE PLANT SO THAT CROV'IN IS I" ABOVE FINISH GRADE 4" WATERING BASIN PLANT TABLETS PER PLANTINe NOTES OR SPECIFICATIONS FINISH GRADE BACKFILL MIX PER PLANTING NOTES OR SPECIFICATIONS 2X ROOTBALL DIAMETER UNDISTURBED NATIVE SOIL ROOTBALL BENCHMARK: SECTION NOTTO SCALE DESCRIPTION: STANDARD M-10 STREET CENTERLINE ~LL MONUMENT LOCATION: CEN/ERUNE OF EL CAMINO REAL AT ENGINEER'S STA !ION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY 14':RT. CON TRO/. DA TA) ELEVATION: 68.479 DA TV!J: 11.S.C. &-C.S. SECTION NOT TO SC.ALE NOTE: ALSO SEE TREE STAKING DETAIL 0 0 ® 0 0 TREE OR SHRUB ROOTBALL DIG HOLE 2X l,ilDTH AND DEPTH OF ROOTBALL AND FILL Y'IITH Y'IATER AND ALLOY'! TO PERCOLATE INTO SUBSOIL. FILL HOLE Y'IITH €>" DEPTH NATIVE BACKFILL MATERIAL. TAMP AND MOUND SLIGHTLY. SET ROOT BALL IN HOLE 50 THAT ROOT C.ROJ,iN 15 I" ABOVE FINISH GRADE. REPLACE BACKFILL MATERIAL (PER SOILS REPORT) UP TO 2/9 THE HEIGHT OF THE ROOT BALL, TAMPING AND SETTLING AROUND REMAINING 1/9 OF ROOT BALL. © CREATE IRRIGATION BASIN A MINIMUM OF b" BEYOND SIDES OF ROOT 6ALL. IRRIGATE FROM TOP TO SETTLE BAC-KFILL AND BERM, FILLING 6ASIN. FINISH GRADE FERTILIZER TABLETS PER SOILS REPORT SLOPE AT REAR OF PLANTING PIT TO BE GRADED TO A MAXIMUM Id SLOPE INSTALL EROSION CONTROL FABRIC. ON PLANT PIT SLOPES GREATER THAN OR ( C )1--T_re_e_l_S_h_ru_b_P_la_n_t_in_g ____ Ea_uA_L_2_" ________ _ DATE INITIAL ENGINEER OF WORK PREVAILING Y'IIND b" MIN. AXIS SEC-TION NOT TO SC.ALE 0 0 ® 0 0 © 0 TREE PLANTED PER DETAIL STAKE BELOV'l CROY'IN OF TREE "J/'40NDER TREE TIES" OR APPROVED EQUAL. SEC-URE Y'IITH lod GALVANIZED NAIL (9 TOTAL) 2" DIAMETER X 10' LONG LODGEPOLE PINE STAKE (2 TOTAL) ROOTBALL SLOPE AT REAR OF PLANTING PIT TO BE GRADED TO A MAXIMUM Id. INSTALL EROSION C,ONTROL FABRIC. ON PLANT PIT SLOPES GREATER THAN OR EQUAL 2:1 NOTE, ALSO SEE TREE/SHRUB PLANTING DETAIL Tree Staking (For Trees 15 g. Size and Larger) DATE INITIAL □Al£ INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL UQ[] 9 FOR PLANTING SEE SHEET 07 FOR PLANTING LEGEND SEESHEET08 CITY OF CARLSBAD PLANNING DEPARTMENT SHEETS L 19. PLANTING DETAILS FOR: ROBERTSON RANCH PA 15 c.r. 02-16 I APP~~ {3 -E:fC.olf ~-\·C1 DATE PLANNING OWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: SDP 06-04 450-6£ I CMWO __ -__ _ II 1 11111 SECTION 02483 -LANDSCAPE FINISH GRADING AND PLANTING 1. GENERAL THE GENERAL AND SPECIAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION AS THOUGH WRITTEN HEREIN. 2. SCOPE OF WORK 2.1 FURNISH ALL LABOR MATERIALS, AND EQUIPMENT TO PROVIDE AND INSTALL SOIL PREPARATION, FINISH GRADING, AND PLANTING AS DESCRIBED HEREIN AND UPON THE PLANS. 2.2 THE CONTRACTOR SHALL ADEQUATELY PROTECT THE WORK, ADJACENT PROPERTY, AND THE PUBLIC, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE, INJURY, AND LOSS DUE TO HIS ACTS OR NEGLECT 2.3 WORK NOT INCLUDED: ROUGH GRADING AND DRAINAGE. 3. SAMPLES, TESTS, AND INSPECTIONS 3.1 THE SOURCE OF THE PLANT MATERIAL SHALL BE FURNISHED IF REQUESTED BY THE LANDSCAPE ARCHITECT. 3.2 ANY SAMPLING, TESTING, OR INSPECTION COSTS OF MATERIALS ARE TO BE BORNE BY THE CONTRACTOR, AND COPIES OF INSPECTION CERTIFICATES, REQUIRED BY LAW. SHALL BE FURNISHED TO THE OWNER WITHOUT CHARGE. 3.3 THE LANDSCAPE ARCHITECT MAY, AT THE OWNER'S REQUEST, VISIT NURSERIES AND TAG SPECIFIC TREES FOR INSTALLATION. 4. MATERIALS PLANTS: 4.1 NOMENCLATURE: SEE PLANT MATERIALS LABELED ON LANDSCAPE PLANTING PLAN. 4.2 CONDITIONS: PLANTS SHALL BE SYMMETRICAL, TYPICAL FOR VARIETY AND SPECIES, SOUND, HEALTHY, VIGOROUS. FREE FROM PLANT DISEASE, INSECT PESTS OR THEIR EGGS, EXCESSIVE ABRASIONS OR OTHER OBJECTIONABLE DISFIGUREMENTS, AND SHALL HAVE HEAL THY, NORMAL ROOT SYSTEMS, WELL FILING THEIR CONTAINERS, BUT NOT TO THE POINT OF BEING ROOT BOUND. TREE TRUNKS SHALL BE STURDY AND WELL HARDENED-OFF. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY EXCEPT AS AUTHORIZED BY THE LANDSCAPE ARCHITECT. IN NO CASE SHALL TREES BE TOPPED OR PRUNED BEFORE DELIVERY. PLANTS SHALL BE GROWN IN NURSERIES WHICH HAVE BEEN INSPECTED BY THE STATE DEPARTMENT OF AGRICULTURE AND HAVE COMPLIED WITH ITS REGULATIONS. 4.3 IDENTIFICATION: PLANTS SHALL BE OF THE VARIETY AND SIZE REQUIREMENTS HEREIN. ONE OF EACH BUNDLE OR LOT SHALL BE TAGGED WITH PLANT NAME IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN 4.4 SUBSTITUTIONS: SUBSTITUTIONS FOR THE INDICATED PLANT MATERIALS MAY BE PERMITTED, PROVIDED THE SUBSTITUTE MATERIALS ARE APPROVED IN ADVANCE BY THE LANDSCAPE ARCHITECT AND CITY LANDSCAPE INSPECTOR AND THE SUBSTITUTIONS ARE MADE AT NO ADDITIONAL COST TO THE OWNER. EXCEPT FOR THE VARIATIONS SO AUTHORIZED, ALL SUBSTITUTE PLANT MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THESE SPECIFICATIONS. IF ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE INDICATE OR SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. 4.5 PLANT INSPECTION AND REJECTION: ROOT CONDITION OF PLANTS WILL BE DETERMINED BY THE LANDSCAPE ARCHITECT THROUGH THE REMOVAL OF EARTH FROM THE ROOTS OF AT LEAST TWO PLANTS BUT NOT MORE THAN 2% OF THE TOTAL NUMBER OF SPECIES FROM EACH SOURCE. 5. MATERIALS 5.1 SOIL AMENDMENTS: ALL AREAS TO BE PLANTED AND IRRIGATED WHICH ARE LESS THAN 3 1 IN SLOPE ASPECT SHALL RECEIVE SOIL AMENDMENTS, UNLESS OTHERWISE NOTED. THE FOLLOWING SOIL AMENDMENTS ARE TO BE USED AS THE BASIS FOR BIDS. ONCE ALL SITE IMPROVEMENTS ARE IN PLACE AND APPROXIMATE FINISH GRADES ESTABLISHED, THE CONTRACTOR SHALL FURNISH TO THE OWNER A SOILS REPORT MADE FROM THE SURFACE AND SUBSURFACE (18" BELOW GRADE) SOIL BY SOILS AND PLANT LABORATORY, P.O. BOX 11744, SANTA ANA, CALIFORNIA 92711; (714) 558-8333. THE REPORT SHALL INCLUDE PH, N.P.K., SAR, ECE, BORON LEVELS, AND SOIL PARTICLE EVALUATION. LANDSCAPE ARCHITECT & CITY INSPECTOR SHALL REVIEW & APPROVE THIS REPORT PRIOR TO COMMENCEMENT OF SOIL PREPARATION OR PLANTING. GENERAL SOIL PREPARATION, AMOUNT PER 1,000 SQUARE FEET: A. NITROGEN STABILIZED ORGANIC AMENDMENT, 3 CY YDS., DERIVED FROM COMPOSED REDWOOD SHAVINGS OR FINELY GROUND FIR OR REDWOOD BARK. SHALL CONTAIN A MINIMUM 0.5 % AVAILABLE NITROGEN. B. 200 LBS. GRO-POWER PLUS (SO. CAL. ORGANIC FERTILIZER COMPANY). C. 200 LBS. AGRICULTURAL GYPSUM. D. 10 LBS. SOIL SULFUR. 5.1.1 BACKFILL MIX: A. 6 PARTS BY VOLUME ON-SITE SOIL B. 4 PARTS BY VOLUME ORGANIC AMENDMENT PER ABOVE. C. 10 LBS. GRO-POWER PLUS PER CU. YD. OF MIX. D. 2 LBS. IRON SULFATE PER CU. YD. OF MIX. E. 10 LBS. AGRICULTURAL GYPSUM PER CU. YD. OF MIX. 5.1.2 A COPY OF DELIVERY SLIPS ON ALL MATERIALS USED ON THE PROJECT SHALL BE DELIVERED TO THE OWNER. 5.1.3 SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT WHEN PROOF OF SUBMITTED THAT ANY MATERIAL SPECIFIED IS NOT OBTAINABLE. ALL SUBSTITUTIONS ARE SUBJECT TO REVIEW BY THE OWNER. 5.2 TREE STAKES: TREE STAKES SHALL BE 2: IN DIAMETER BY 10' LONG NEW PINE LOOGE POLES TREATED WITH COPPER NAPTHENATE UNLESS OTHERWISE NOTED. 5.3 TIES: 5.3.1 PER PLANTING DETAIL. 5.4 IMPORT SOIL OR TOPSOIL: 5.4.1 NATURAL FRIABLE SOIL POSSESSING THE SAME CHARACTERISTICS OF THE EXISTING SITE SOIL. PROVIDE SOIL FREE FROM SUBSOIL, BRUSH, OBJECTIONABLE WEEDS, ROCKS, ORGANIC OR INORGANIC DEBRIS, AND CLAY. THE SOIL SHALL BE FREE OF ANY TOXIC SUBSTANCES, ORGANIC OR INORGANIC, SOIL STERILANTS, SALTS; AND NO SOIL REMOVED FROM ROAD BED EXCAVATIONS. 5.4.2 THE CONTRACTOR SHALL FURNISH UPON THE REQUEST OF THE LANDSCAPE ARCHITECT A SOILS REPORT MADE FROM THE INTENDED IMPORT BY SOIL AND PLANT LABORATORY. SEE SECTION 5-A OF THESE SPECIFICATIONS. THE REPORT SHALL INCLUDE PH, N.P.K. SAR, EGE, BORON LEVELS, AND SOIL PARTICLE EVALUATION. ANY SOILS IMPORTED TO SITE AND FOUND TO BE UNSUITABLE BY THE LANDSCAPE ARCHITECT SHALL BE REMOVED FROM THE SITE AND REPLACED WITH AN APPROVED SOIL AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL PAY ALL EXPENSES FOR SOIL TESTING OF IMPORT MATERIALS. 6. INSTALLATION 6.1 SCHEDULING: PLANTING SHALL NOT COMMENCE UNTIL COMPLETION OF ALL CONSTRUCTION WORK, GRADING, SOIL PREPARATION, WEED CONTROL ANO SPRINKLER INSTALLATION. ALL CONTAINER STOCK SHALL BE SPOTTED ON-SITE BY THE CONTRACTOR PER PLANS PRIOR TO PLANTING. PLANT PITS SHALL NOT BE EXCAVATED UNTIL THE REVIEW OF PLANT LOCATIONS BY THE LANDSCAPE ARCHITECT 62 SOIL PREPARATION: 6.2.1 IRRIGATE SITE NORMALLY FOR TWO WEEKS TO GERMINATE WEEDS. APPLY CONTACT HERBICIDE PER MANUFACTURER. REPEAT PROCESS IF REQUIRED BY LANDSCAPE ARCHITECT. 6.2.2 APPLY SOIL AMENDMENTS AS SPECIFIED, EVENLY AND AT THE SPECIFIED APPLICATION RATES. 6.2.3 ROTOTILL TOP 6" OF SOIL TO A LOOSE AND FRIABLE CONSISTENCY. 6.2.4 FINISH GRADE TO CONTOURS AND SPOT ELEVATIONS SHOWN ON PLANS. 6.2.5 AT TIME OF PLANTING, ALL AREAS TO BE PLANTED OR SEEDED SHALL BE FREE OF STONES, STUMPS, ROOTS OR OTHER DELETERIOUS MATTER 1" IN DIAMETER OR LARGER AND SHALL BE FREE FROM ALL WIRE. PLASTER, OR SIMILAR OBJECTS THAT WOULD BE HINDRANCE TO PLANTING OR MAINTENANCE. 6.2.6 SLOPES STEEPER THAN 3:1 SHALL BE RAKED SMOOTH, BUT SHALL NOT RECEIVE SOIL AMENDMENTS (EXCEPT IN PLANT PITS, IF ANY); UNLESS SPECIFIED ON THE PLANS. 6.3 LANDSCAPE FINISH GRADING. 6.3.1 FINISH GRADING AFTER SOIL PREPARATION SHALL ESTABLISH FINAL FLOW LINES AND GRADIENTS FOR UNIFORM WATER DRAINAGE. FLOWLINES AND GRADIENTS SHALL BE ESTABLISHED FROM THE HIGH POINT TO THE DRAINAGE OUTLET OR AN iNLET STRUCTURE. 6.3.2 FINISH GRADE FOR ALL LAWN AREAS SHALL BE 1" BELOW SIDEWALKS AND CURBS, EXCEPT AT LOCATIONS THAT DRAINAGE WATER WILL FLOW ONTO OR ACROSS HARDSCAFE, CURBS OR PAVING. AT THESE CONDITIONS, THE GRADE SHALL BE FLUSH OR NOT MORE THAN 1/4" BELOW HARDSCAPING. FINISHED GRADES SHALL BE OF UNIFORM SLOPE AND GRADE BETWEEN POINTS OF FIXED ELEVATIONS OR ELEVATION CONTROLS, AND FROM SUCH POINTS ESTABLISH GRADES. 6.3.3 ALL FINISH GRADES SHALL BE FLOATED TO ASSURE A UNIFORM SURFACE WITHOUT IRREGULAR DIPS OR RIDGES. ALL TURF AREAS SHALL BE FLOATED WITH A MINIMUM 4' WIDE FLOAT AND GRADED AWAY FROM THE ESTABLISHED FLOWLINE. ROLL ALL PROPOSED TURF AREAS AND REFLOAT TO ELIMINATE DEPRESSIONS. 6.3.4 CONTRACTOR SHALL BE RESPONSIBLE FOR BRINGING ALL PLANTING AREAS TO FINISH GRADE AFTER SOIL PREPARATION WHICH SHALL BE 1" BELOW PAVING AND CURBS OR AS NOl EcD BY SPOT ELEVATIONS. SPECIAL ATTENTION SHALL BE GIVEN TO MAINTAINING CONTINUOUS AND EVEN FLOWLINES, AND DRAINAGE AWAY FROM STRUCTURES, TO DRAIN INLET OR OUTLETS. GRADES SHALL BE ESTABLISHED TO DRAIN ALL WATER AWAY FROM STRUCTURES BEHIND WALLS. WHEN DRAINAGE IS DIFFICULT TO ACHIEVE, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST A SOLUTION BEFORE CONTINUING GRADE IN SHRUB AREAS SHALL BE ESTABLISHED PRIOR TO PLANTING TO ENSURE PROPER FINAL PLANTING HEIGHTS. 6.3.5 ALL FILL AREAS AND CONSTRUCTED BERMS OR MOUNDS SHALL BE COMPACTED IN EVEN LEVELS TO A MAXIMUM COMPACTION OF 80%. 6.4 SPACING: WHEN PLANT MATERIAL IS SPACED IN ROWS. THE TOTAL DIMENSION SHALL BE VERIFIED AND THE PLANTS EQUALLY SPACED WITHIN THE DESIGNATED AREA. WHEN PLANT MATERIAL IS SHOWN IN A LOOSE PATTERN, THE CONTRACTOR SHALL SPACE THE MATERIAL AS SHOWN ON PLANS OR AS DIRECTED BY LANDSCAPE ARCHITECT. GROUND COVER MATERIAL SHALL BE TRIANGULARLY SPACED PER DIMENSIONS INDICTED ON PLANS (WHERE APPLICABLE) 6.5 PLANT PITS: PLANT PITS SHALL BE DUG WITH LEVEL BOTTOMS WITH WIDTHS AND DEPTHS AS SHOWN IN DETAIL DRAWINGS. PITS FOR TREES SHALL BE DUG SQUARE. FILL PITS WITH WATER AND ALLOW TO DRAIN OUT. PLANT HOLES DUG BY AUGER METHOD WILL BE ACCEPTABLE, BUT SHALL HAVE SIDE WALL ROUGHENED OR SQUARED WITH A SHOVEL. SLICK PIT WALLS CAUSED BY AUGERI NG IN TOO WET SOIL WILL NOT BE ACCEPTED FOR PLANTING. 6.6 REMOVAL FROM PLASTIC CONTAINERS: ALL CONTAINER STOCK SHALL BE REMOVED FROM CONTAINER IN SUCH A WAY AS TO NOT DISTURB THE ROOT BALL. TAP CONTAINER AROUND ALL SIDES AND BOTTOM TO LOOSEN SOIL FROM CONTAJNER. TURN CONTAINER UPSIDE DOWN AND CAREFULLY SLIDE OUT WITHOUT PULLING ON THE PLANT STEM OR TRUNK. ROOT BALL SHALL BE SUFFICIENTLY MOIST TO PREVENT DISTURBANCE OF ROOTS UPON REMOVAL OF THE CONTAINER. 6.7 HANDLING: NO PLANT MATERIAL SHALL BE PLANTED IF THE BALL IS BROKEN OR CRACKED EITHER BEFORE OR DURING THE PROCESS OF PLANTING. 6.8 SETTING: PLANTS SHALL BEAR SAME RELATION TO SOIL LEVEL WHE'I PLANTED AS THEY DID WHEN IN CONTAINER. EACH PLANT SHALL BE PLACED IN CENTER OF PLANT PIT. NO PLANTING SHALL OCCUR DURING WEATHER CONDITIONS WHICH ADVERSELY AFFECT PLANT MATERIAL OR WHEN SOIL IS IN A MUDDY CONDITION. 6.9 PIT BACKFILL PROCEDURE: 6.9.1 PLACE AGRIFORM 21 GRAM PLANT TABLETS IN BOTTOM OF PLANT PITS, ADHERING TO THE PLANTING NOTES. 6.9.2 BACKFILL PIT WITH BACKFILL MIX HALF-WAY TO FINISH GRADE AND WATER THOROUGHLY. 6.9.3 BACKFILL TO FINISH GRADE. BACKFILL MIX SHALL BE TAMPED FIRM, AND A SHALLOW BASIN FORMED AT PERIMETER OF PLANT PIT TO HOLD ENOUGH WATER TO SATURATE THE ROOT BALL AND BACKFILL MIX. 6.9.4 WATER IMMEDIATELY TO SATURATE ENTIRE ROOT BALL AND BACKFILL. 6.9.5 REMOVE WATERING BASINS PRIOR TO HYDROSEEDING (IN LAWN AREAS ONLY). 6.10 TREE STAKING: STAKE ALL TREES AS SHOWN IN DETAILS. DRIVE STAKES INTO FIRM SOIL NEXT TO ROOT BALL AND BACKFILL WITH PREPARED SOIL MIX. TREE AND STAKES SHALL BE VERTICAL IN ALL CASES. ONE GALLON AND LINER TREES SHALL BE PLANTED WITH STAKE REMOVED, UNLESS OTHERWISE DIRECTED. 6.11 FLATTED GROUND COVER: 6.11.1 ROOTED CUTTINGS SHALL BE PLANTED SUFFICIENTLY DEEP TO COVER ALL ROOTS AND SPACED AS SPECIFIED ON LANDSCAPE PLAN. 6.11.2 GROUND COVER PLANTS (ROOTED CUTTINGS) SHALL HAVE BEEN GROWN IN FLATS AND SHALL REMAIN IN THOSE FLATS UNTIL TIME FOR TRANSPLANTING. AT TIME OF TRANSPLANTING, THE FLAT SOIL SHALL CONTAIN SUFFICIENT MOISTURE SO THAT THE SOIL DOES NOT FALL APART WHEN LIFTING PLAN ST FROM FLAT. EACH PLANT SHALL BE PLANTED WITH ITS PROPORTIONATE AMOUNT OF THE FLAT SOIL IN A MANNER THAT WILL ENSURE A MINIMUM OF DISTURBANCE TO THE ROOT SYSTEM. 6.11.3 ROOTED CUTTINGS SHALL NOT BE ALLOWED TO DRY OUT BEFORE OR WHILE BEING PLANTED. WILTED PLANTS SHALL NOT BE ACCEPTED. 6.11.4 AT TIME OF PLANTING ALL GROUND COVER PLANTS, THE EARTH AROUND EACH PLANT SHALL BE FIRMED SUFFICIENTLY TO FORCE OUT ALL AIR POCKETS. 6.11.5 EACH GROUND COVER PLANT SHALL BE PLANTED WITH A MINIMUM OF ONE 5 GRAM 20-15-5 PLANT TABLET ADJACENT TO ROOT ZONE. 6.12 MULCHING: WHEN PLANTING OPERATIONS ARE COMPLETE AND SHRUB AREAS HAVE BEEN RAKED AND DRESSED, MULCH ALL SHRUB AND TREE WATERING BASINS WITH A 3" LAYER OF GROUND FIR BARK (0. 1/4" SIZE). DO NOT MULCH PLANTED GROUND COVER AREAS PRIOR TO PLANTING GROUND COVER OR HYDROSEEDING DO NOT MULCH TREES IN TURF AREAS. ALL NON-TURF PLANTING AREAS LESS STEEP THAN 3: 1 SHALL RECEIVE A 3" THICK LA YER OF MULCH SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO THE JOB SITE. 6.13 QUANTITIES: IN ALL CASES, QUANTITIES OF PLANT MATERIAL SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK AS INDICATED ON DRAWINGS, INCLUDING RESEEDING, REDRESSING, AND MAINTENANCE (REPLACEMENTS) DURING THE CONTRACT PERIOD. 6.14 PROTECTION: THE CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT ALL AREAS INCLUDED IN THE CONTRACT, INCLUDING LAWN AREAS, PLANT MATERIALS, SUPPORTERS, ETC., UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER OR HIS REPRESENTATIVE. 6.15 CLEAN-UP: AFTER ALL PLANTING OPERATIONS ARE COMPLETED, CONTRACTOR SHALL REMOVE ALL TRASH. EXCESS SOIL, EMPTY PLANT CONTAINERS, OR OTHER ACCUMULATED DEBRIS FROM THE SITE AT NO EXTRA COST TO OWNER. CONTRACTOR SHALL REPAIR ALL SCARS, RUTS, OR MARS IN AREA CAUSED BY WORK OPERATIONS. AREAS SHALL BE LEFT IN A NEAT AND ORDERLY CONDITIONS. 6.16 INSPECTIONS (PLANTING PHASE): 6.16.1 CONTRACTOR SHALL GIVE FORTY-EIGHT HOURS NOTICE AND SET APPOINTMENT FOR ALL REVIEWS BY THE LANDSCAPE ARCHITECT. 6.16.2 REVIEW BY OWNER AND LANDSCAPE ARCHITECT SHALL BE SCHEDULED FOR THE FOLLOWING OPERATIONS: A. REVIEW OF FINISH GRADING B. REVIEW OF ALL PLANT MATERIAL PRIOR TO PLANTING. C. TREE AND SHRUB PLACEMENT PRIOR TO DIGGING HOLES. D. REVIEW OF GROUND COVER LINES AND MOW CURB PRIOR TO PLANTING. E. START OF MAINTENANCE PERIOD/ACCEPTANCE OF INSTALLATION. F. FINAL ACCEPTANCE AT END OF MAINTENANCE PERIOD. 6.16.3 REVIEW SHALL BE CALLED FOR AT END OF ALL PLANTING OPERATIONS FOR THE PURPOSE OF DETERMINING COMPLIANCE WITH PLANS AND SPECIFICATIONS, INTENT, WORKMANSHIP. AND CLEAN-UP. CONTRACTOR SHALL SECURE WRITTEN VERIFICATION OF REVIEW DA TA. ANY CORRECTIONS REQUIRED TO WORK, AND LIMITS OF REVIEWED AREAS BEFORE BEGINNING THE DESCRIBED ESTABLISHED WORK. 6.16.4 IN THE EVENT THE CONTRACTOR REQUESTS INSPECTION OF WORK, AND SAID WORK IS SUBSTANTIALLY INCOMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OWNER'S COSTS. 6.170MIT 6.18 GUARANTEE: 6.18.1 ALL SHRUBS, GROUND COVERS, AND LAWN AREAS SHALL BE GUARANTEED AS TO GROWTH AND HEALTH OF A PERIOD OF NINETY DAYS AFTER FINAL ACCEPTANCE BY THE OWNER OR HIS REPRESENTATIVE; ALL TREES SHALL BE GUARANTEED FOR A PER!OD OF ONE YEAR. 6.18.2 PLANTS WHICH DIE OR LOSE MORE THAN 30% OF THEIR ORIGINAL LEAVES SHALL BE REPLACED UNDER THIS SECTION. 6.18.3 THE CONTRACTOR, WITHIN FOURTEEN DAYS OF WRITTEN NOTIFICATION BY OWNER, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS WHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. ALL PLANT MATERIAL REPLACED SHALL BE GUARANTEED FOR THE ORIGINAL PERIOD, STARTING FROM THE DATE OF REPLACEMENT. 6.19 ESTABLISHMENT PERIOD: 6.19.1 CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL AREAS INCLUDED 1N THE CONTRACT DURING THE PROGRESS OF THE WORK, THROUGH THE ESTABLISHMENT PERIOD, AND UNTIL FINAL ACCEPTANCE OF THE WORK. "AS-BUILT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 01/B0/01 DR.AHN BY, JAH/C,6 JOB NUM6ER,02100h3 FILE, HOWARD §r#, \~ ~-'--~~=-'- .\--... ASSOCIATES P.E. EXP, ___ _ landscape architecture cla 2919 REVIEWED BY: 988D tio ,,.n c.iq:o drHe •·~.:• 350 ,~,,_ dte~o ca 92108 619 7-S S660 REVISIONS, INSPECTOR ,, N FOR A PERIOD 6.19.2 THE ENTIRE PROJECT SHALL BE MAINTAINED IN A SATISFACTORY CONOITIO OF NINETY CALENDAR DAYS, COMMENCING FROM THE TIME ALL ITEMS OF IRRIGAT LANDSCAPE PLANTING WORK HAVE BEEN COMPLETED AS SPECIFIED IN THE FORE OF THESE SPECIAL PROVISIONS TO THE SATISFACTION OF THE LANDSCAPE ARCH THOROUGH GERMINATION OF THE HYDROSEED AREAS AS DETERMINED BY THE LA ION AND GOING ARTICLES ITECT, AND UPON NOSCAPE ARCHITECT. EEDING, 6.19.3 ESTABLISHMENT WORK INCLUDES ALL MOWING, WATERING. WEEDING, RES MULCHING, CULTIVATING, SPRAYING, AND TRIMMING NECESSARY TO BRING THE P TO A HEALTHY GROWING CONDITION, AND ANY ADOITIONAL WORK NEEDED TO KEE LANTED AREAS P THE AREAS NEAT, EDGED, AND ATTRACTIVE. MOIST, BUT NOT 6.19.4 WATER GRASS UNTIL ACCEPTANCE OF WORK. THE AREAS SHALL BE KEPT GLISTENING WET, UNTIL TIME FOR THE FIRST CUTTING OF GRASS. AFTER FIRST C LAWN TO MAINTAIN A THRIVING CONDITION. RESEEDED AREAS THAT DO NOT SHO GERMINATION SHALL BE AGAIN RESEEDED AT TEN DAY INTERVALS. THE CONTRAC MAINTAIN THE LAWN AREAS UNTIL AN EVEN, CLOSE STAND OF GRASS HAS BEEN 0 UTTING, WATER WPROMPT TOR SHALL BTAINED AND FOR AT LEAST THIRTY DAYS. 6.19.5 DURING THE PLANT ESTABLISHMENT PERIOD, ALL PLANTS AND PLANTED AR KEPT WELL WEED-FREE AT ALL TIMES. WEEDS, DALLAS AND JOHNSON GRASS, AN EAS SHALL BE D BERMUDA GRASS SHALL BE REMOVED AND DISPOSED OF. PAY SPECIAL ATTENTION TO WATERING SLOPES PLANTED IN LAWN ON THE WIND SUNNY SIDE SO THAT LAWN WILL BE ADEQUATELY WATERED AT ALL TIMES. WARD AND/OR L BE MOWED 6.19.6 THE LAWNS SHOULD BE EDGED WHENEVER NECESSARY. THE GRASS SHAL WITH SHARP AND ADJUSTED MOWERS BEFORE IT EXCEEDS 2" IN HEIGHT. THE GRA TO NOT LESS THAN 1", AND DURING THE PERIOD OF MAINTENANCE, THE GRASS W SS WILL BE CUT ILL NOT BE ALLOWED TO EXCEED 2" IN HEIGHT. EASIS 6.19.7 IMMEDIATELY AFTER THE FIRST CUTTING OF GRASS, WHEREVER A LAWN AR BOUNDED BY TREES OR SHRUBS, THE EDGE OF THE GRASS SHALL BE TRIMMED TO UNIFORM LINE AT A DISTANCE OF APPROXIMATELY 2' FROM THE TREES OR SHRUB CURB EXISTS, TRIM TO MOW CURB. WHERE TREES DR SHRUBS OCCUR iN GRASS GRASS SHALL BE TURNED UNDER AND NEATLY EDGED 18" AWAY FROM THE PLANT EDGES SHALL BE MAINTAINED A NEAT CONDITION UNTIL ACCEPTANCE OF THE WO 6.19.8 WORKMEN SHALL NOT BE ALLOWED TO WORK ON GRASS AREAS UNNECESS DURING, AND AFTER SEEDING OPERATIONS. GRASS AREAS THAT HAVE BEEN DAM COMPACTED SHALL BE RECULTIVATED AND RESEEDED AT THE CONTRACTOR'S EX 6.19.9 ANY DAY THE CONTRACTOR FAILS TO ADEQUATELY WATER, REPLACE UNSU WEEDS, AND OTHER WORK DETERMINED TO BE NECESSARY BY THE OWNER. WILL A NEAT AND S. WHERE MOW AREAS, THE S. THE LAWN RK. ARIL Y BEFORE, AGED OR PENSE. IT ABLE PLANTS, NOT BE CREDITED AS PART OF THE ESTABLISHMENT PERIOD. OR PROBABILITY 6.19.10 DURING THE ESTABLISHMENT PERIOD, ANY PLANT INDICATING WEAKNESS OF DYING, SHALL BE REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE. 6.19.11 ALL BASINS AROUND SHRUBS AND TREES SHALL BE MAINTAINED AT A FOU THROUGHOUT ESTABLISHMENT PERIOD, UNLESS OTHERWISE INSTRUCTED BY THE R INCH DEPTH OWNER OR HIS REPRESENTATIVE. □EQUATE FOR 6.19.12 TREE STAKES WHICH FOR ANY REASON ARE DAMAGED OR RENDERED INA SUPPORT SHALL BE REPAIRED AND RESTORED TO THEIR ORIGINAL CONDITION. 6.19.13 CONSTANT DILIGENCE SHALL BE MAINTAINED TO DETECT THE PRESENCE INSECTS, AND/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTR OF DISEASE, OL MEASURES TAKEN. TALL OR 6.19.14 ALL SHRUBS AND TREES SHALL BE MAINTAINED IN THEIR NATURAL SHAPES SCRAGGLY BRANCHES SHALL BE TINNED OUT WHERE NECESSARY. IN NO CASE SH SHRUBS BE TRIMMED BY HEADING OR SHEARING. ANY PLANTS SEVERELY PRUNED MANNER SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. ALL TREES OR IN THIS LL RECEIVE TOP 6.19.15 ON THE 45TH DAY OF THE ESTABLISHMENT PERIOD, ALL LAWN AREAS SHA DRESSING OF 6 POUNDS OF 16-6-8 COMMERCIAL FERTILIZER PER 1,000 SQ. FT. 6.19.16 ON THE 80TH DAY OF THE ESTABLISHMENT PERIOD, ALL LAWN AND GROUN SHALL RECEIVE TOP DRESSING OF 6 POUNDS OF 16-6-8 COMMERCIAL FERTILIZER P 6.19.17 AT COMPLETION OF ESTABLISHMENT PERIOD, ALL AREAS INCLUDED IN THE SHALL BE SUBSTANTIALLY CLEAN AND FREE OF DEBRIS AND WEEDS. ALL PLANT M D COVER AREAS ER 1,000 SQ. FT. CONTRACT ATERIALS SHALL BE LIVE. HEALTHY AND FREE OF INFESTATIONS. 6.19.18 ANY EROSION OR SLIPPAGE OF SOIL CAUSED BY WATERING SHALL BE REP AIRED BY THE CONTRACTOR AT HIS EXPENSE. 6.19.19 ALL WALKS, CURBS, AND GUTTERS SHALL BE KEPT CLEAR OF DEBRIS, MUD STANDING WATER BY SWEEPING, MOPPING, OR HOSING DOWN AS REQUIRED TOM , DUST, AND AINTAIN CLEANLINESS THROUGHOUT. ONTRACTOR 6.20 WRITTEN NOTICE: AT THE END OF SPECIFIED ESTABLISHMENT PERIOD, THE C SHALL REQUEST FINAL INSPECTION BY LANDSCAPE ARCHITECT FOR FINAL ACCEPT ITEMS OF MAINTENANCE ESTABLISHMENT PERIOD AND SPECIFICATIONS ARE SUBJ APPROVAL BY THE OWNER. AFTER FINAL ACCEPTANCE IS GRANTED, CONTRACTO PRESENT WRITTEN NOTICE TO THE OWNER THAT HE HAS COMPLETED THE REQUIR MAINTENANCE, AND THAT ANY FURTHER MAINTENANCE WILL BE THE RESPONSIBIL ANCE. ALL ECTTO FINAL R SHALL ED ITY OF THE OWNER. END OF SECTION SECTION IV.E • CITY OF CARLSBAD LANDSCAPE MANUAL SLOPE REVEGETATION/EROSION CONTROL POLICIES AND REQUIREMENTS E.3-1 SLOPE PLANTING E.3-1.1 SLOPE PLANTING STANDARDS SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL B E TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: A. STANDARD #1 -COVER CROP/ REINFORCED STRAW MAT ND FAST COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING A COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SE CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. ED MIX FOR RATE AND TYPE OF REINFORCED STRAW MAT SHALL BE AS APPROVED BY THE CITY AND STAK ED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MAT SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST15 AND APRIL 15. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR REINFORCED ST BE USED. B. STANDARD #2 -GROUND COVER ONE HUNDRED (100%_ PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). C. STANDARD #3 -LOW SHRUBS RAW MAT MAY COVER KNOWN SIZE OF LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). S) SHALL COVER D. STANDARD #4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED SQUARE FEET. E.3-1.2 AREAS OF APPLICATION (PLANTING) E.3-121 SLOPES -6:1 OR STEEPER AND: BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENIERUNE Mll MONUMENT LOCATION: CEN !ERLINE C£ El CAMINO REAL DATE AT ENG/NEER's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUN rr BENCH LEITTS (NO. COUN rr VERT. DA TE INITIAL -- A. 3 FEET OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT A MINIMUM STANDARD #1 (COVER CROP OR REINFORCED STRAW MAT). B. 4 FEET TO 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, AND #3. C. IN EXCESS OF 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3, AND #4. E.3-1.2-2 SPECIAL CONDITIONS E.3-1.2-2.1 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 ~OT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. SECTION IV.F -CITY OF CARLSBAD LANDSCAPE MANUAL F.3-1 CONDITION A -MANUFACTURED SLOPE FIRE PROTECTION PERTAINS TO MAN MADE SLOPES ABUTTING HIGH RISK FIRE AREAS AS DESCRIBED UNDER SECTION II C.1 SECTION A-1 -MEASURED HORIZONTALLY 20' OUTWARD FROM THE OUTLYING EDGE OF STRUCTURE(S). 1. PLANTED WITH GROUND COVER OR LOW GROWING SHRUB SPECIES (LESS THAN 3' IN >-!EIGHT) KNOWN TO HAVE FIRE RETARDANT QUALITIES 2. NO TREES OR SHRUBS ALLOWED. 3. IRRIGATED. SECTION A-2 -MEASURE HORIZONTALLY 20' OUTWARD FROM THE OUTLYING EDGE OF SECTION A-1. 1. PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES KNOWN TD HAVE LOW FUEL CHARACTERISTICS. 2. NO TREES ALLOWED. 3. IRRIGATED SECTION A-3 -MEASURED OUTWARD FROM THE OUTLYING EDGE OF A-2 TO INCLUDE THE REMAINDER OF THE AREA BETWEEN SECTION A-2 AND HIGH RISK FIRE AREAS AS DESCRIBED UNDER SECTION II C. HORIZONTAL DISTANCE FROM THE STRUCTURE(S) TO UNTREATED HIGH RISK AREAS SHALL NOT BE LESS THAN 60'. 1. PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES KNOWN TO HAVE LOW FUEL CHARACTERISTICS. 2. TREES ARE ALLOWED BUT SHALL NOT BE PLANTED CLOSER THAN 20' APART. 3. IRRIGATED.RASS A F.3-2 CONDITION B -NATIVE SLOPES -WILDLAND FIRE SUPPRESSION PERTAINS TO AREAS WHERE REMOVAL OF ENVIRONMENTALLY SENSITIVE NATIVE VEGETATION IS RESTRICTED WITHIN THE FIRE SECTIONS. SECTION B-1 -MEASURED 20' HORIZONTALLY FROM THE OUTLYING EDGE OF THE STRUCTURE(S) TOWARD THE ENVIRONMENTALLY RESTRICTED AREA AS DEFINED BY THE CITY. 1. REMOVAL OF "HIGH FUEL AND MODERATE HAZARD SPECIES" AS LISTED IN APPENDIX F.1. 2. PLANTING WITH GROUND COVER OR LOW GROWING SHRUB SPECIES (LESS THAN 3' IN HEIGHT) KNOWN TO HAVE FIRE RETARDANT QUALITIES OR AS OTHERWISE REQUIRED BY THE CITY. 3. NO TREES OR SHRUBS ALLOWED. 4. IRRIGATED. SECTION B-2 -MEASURED HORIZONTALLY 20' OUTWARD FROM THE OUTLYING EDGE OF 8-1. 1. REMOVAL OF "HIGH FUEL SPECIES" LISTED IN APPENDIX F.1. 2. REMOVAL BY SELECTIVE PRUNING OF UP TO 60% OF THE VOLUME OF THE "MODERATE FUEL SPECIES" AS LISTED IN APPENDIX F.1. 3. REPLANTING WITH NATURALIZING LOW FUEL SPECIES 4. TREES AND LARGE TREE FORM SHRUBS (E.G. OAKS, SUMAC, TOYON) WHICH ARE BEING RETAINED SHALL BE PRUNED TO PROVIDE CLEARANCE EQUAL TO THREE TIMES THE HEIGHT OF THE SURROUNDING UNDERSTORY PLANT MATERIAL OR 6', WHICHEVER IS HIGHER. DEAD AND EXCESSIVELY TWIGGY GROWTH SHALL ALSO BE REMOVED, 5. IRRIGATED. SECTION 8-3 -MEASURED HORIZONTALLY 20' OUTWARD FROM THE OUTLYING EDGE OF SECTION B-2. THE OUTER EDGE OF B-3 SHALL EXTEND HORIZONTALLY TO A POINT AT LEAST 60' FROM STRUCTURES. 1. REMOVAL OF "HIGH FUEL SPECIES" AS LISTED IN AFPENDIX F.1. 2. REMOVAL BY SELECTIVE PRUNING OF UP TO 40% OF THE VOLUME OF THE "MODERATE FUEL SPECIES" AS LISTED IN APPENDIX F.1. 3. TREES AND LARGE TREE FORM SHRUBS (E.G. OAKS, SUMAC, TOYON) WHICH ARE BEING RETAINED SHALL BE PRUNED TO PROVIDE CLEARANCE EQUAL TO THREE TIMES THE HEIGHT OF THE SURROUNDING UNDERSTORY PLANT MATERIAL OR 6', WHICHEVER IS HIGHER. DEAD AND EXCESSIVELY TWIGGY GROWTH SHALL ALSO BE REMOVED. 4. NON-IRRIGATED. APPENDIX F (VI.F) -CITY OF CARLSBAD LANDSCAPE MANUAL. NATIVES ADENOSTEMA FASCICULATUM -CHAMISE ARTEMISIA CALIFORNICA -CALIFORNIA SAGEBRUSH ERIOGONUM FASCICULATUM -BUCKWHEAT SALVIA SPECIES -SAGE DOMESTICS ACACIA SPECIES -ACACIA CEORUS SPECIES -CEDAR CUPRESSUS SPECIES -CYPRESS DODONAEA VISCOSA -HOPSEED BUSH EUCALYPTUS SPECIES -EUCALYPTUS JUNIPERUS SPECIES -JUNIPER PENNISETUM -FOUNTAIN GRASS PINUS SPECIES -PINE MODERATE HAZARD SPECIES HETEROMELESE ARBUTIFOLIA -TOYON MALOSMA LAURINA -LAUREL SUMAC QUERCUS DUMOSA -SCRUB OAK RHUS INTEGRIFOLIA -LEMONADE BERRY AYLOCOCUCUS Bl-COLOR -MISSION MANZANITA [TI[] CITY OF CARLSBAD SHEETS 0 PLANNING DEPARTMENT L 111, PLANTING SPECIFICATIONS FOR: ROBERTSON RANCH PA 15 C.T. 02-16 I APP&~~t e LT-tJLD11 S-\. 07 PLANNING DATE DATE OWN BY: PROJECT NO. DRAWING NO INITIAL DATE INITVIL CONTROi. DA TA) ENGINEER OF WOR CHKD BY: 450-6L K REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SDP 06-04 DATE ELEVATION: 68.479 DA TIJ!.I: IJ. S. C. &-GS. CMWO I -0 APPROVED FOR PLANTING AND IRRIGATION ONL y DATE, 01~/01 INCLUDING PRECISE ' ~=!~R,o~:~~~ LOCATION OF PLANTING FIL.E, ~=-__ ....!:_A~R~E::.!A~S:2..:._. ___ _J REVISION:,, I I 0 /c / 1--~lo, I -------- TOT LOT -CONSTRUCTION PLAN "AS-BUILT ::HOWARD·· ·••ASSOCIATES: P.E. EXP. ♦ • • • landscape architecture aaso r111 ""a dl• , go riv" -!!'-111" 350 di rla 2tlHII -!!HJI ~, .. ••fl <i2J01!, 6]11 7)8 %60 REVIEWED BY: INSPECTOR " DATE DATE BENCHMARK: DESCRIPTION: LOCATION: STANDARD 1,1-/0 smEEf CEN!ERUNE ~LL MONUMENT C£N!ERUN£ OF £L CAMINO REAL AT ENGIN!TR'S STATION 454+92 PER R.S 1800-1 RECORD FROM: ~°d/f/l/'f/j-tLEITTs (Na couNrr ~Rr. ELEVATION: 68. 479 OA TUM: U.S. C. ,k G. .S: DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL FOR /RR/GA TION PLAN SEESHEET02 FOR PLANTING PLAN SEESHEET07 FOR CONSTRUCTION LEGEND & NOTES SEE SHEET 13 · .. ·. = Scala 1 10' Nort~ .. ' ITw CITY OF CARI.SBAD SHEETS 1 PLANNING DEPARTMENT L1$ RfCRfATION AR[A CONSTRIJCTION PLAN FON: ROBERTSON RANCH PA 15 c.r. 02..:.,, IAPP1¥~l • PLANNING ~ 4: · f:ll. oit e-J~~E-t ; I DWN BY: DATE INITIAL CHKD BY: PROJECT NO. DRAWING NO. CllY APPROVAL RVWD BY: SOP 06-04 .f.50-6l CMWO --. _--- lil r 111 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 01/50/01 DRAWN BY, JAH/C-G JOB NUMBER,0.2100.6:5 F ILE, REVl5ION5, I IL -r BLDG#3 ~ I:::, I I ~ .. , / • "" LEASING OFFICE :HOWARD • ASSOCIATES landscape architecture 8 8110 rio ,.._n cl iego d rive ~<>\l e 350 oan die g o c a !11 \0 8 619 7HI 9660 IFF= 7!.4/ IPAD=70.~ ..... -P.A -lf>.A_ J.. ~ RA II PA "" -• ~ • . A. -AA lj '-G V ~ - = \ FF= 74.5 \ \ 1---rr~BL_,,.,D.,,.,;.G,...._fl_2--L-,.I P,_'.4°_/·"r-,=--,-73_·8r-l +--:w ~-l-l.;J---::,~--t+---1+-ILI IPAD =76.91 I -, ! /.) ···1 ! ~ ~ I;;:) I I I I ~ ~ • ~ vi ·, I /. .. :: . .-·1 PA -l"l "AS-BUILT " REVIEWED BY: INSPECTOR p -•··!/'~ ~ \._J 1 i ......... x ---, ! " r, :: ---------i ~, DATE DATE I \ PA \ BENCHMARK: DESCRIPTION: STANDARD Al-10 STREET CENTFRLINE JELL AIONIJAIENT LOCATION: CENTFRLINE OF £L CAAi/NO REAL AT ENGINEER's STA TlON ,/51+92 PER R.S 1800-1 RECORD FROt.t: COIJNTY BENCH LEVELS (NO. COUNTY '11:RT. CONTROL OA TA} ELEVATION: 68.-179 OAT/JAi: U.S.C. &-G.S. F I FF= ~; 6 11 V : ' 1 fAD= l-76.91 : i\, l L I~~~-~~-~(~-~~ \ ' \ -~= PA ---..:...,--C--- I J, l 0 10' i i UJ1J 2 20' i FOR CONSTRUCTION LEGEND & NOTES SEE SHEET 13 FOR CONSTRUCT/ON DETAILS SEE SHEETS 14-16 FOR /RR/GA TION PLAN SEESHEET04 FOR PLANTING PLAN SEESHEET09 60' Scale 1 = 20' i North CITY OF CARIBBAD SHEETS L 1~, PLANNING DEPARTMENT CONSTRUCT/ON PLAN FOR: ROBERTSON RANCH PA ! 5 c.r. 02-16 1---f---+------------;----r---t---;------, I AP~.1e-£ Cf· E:;Jl...;f 2:l· \ ·~1 I . PLANNING DATE . ;:;D;::;:W;::::N :;;B;::;:Y,=:_=:._=:._=_:::;-;:::==P=R=OJ::::::EC::::T=N=o=. =;;::D::::RA=w=1 N=G=N=o. ~~g ~~: --SOP 06-04 _450-6L DAT£ INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INFTIAL DATE INFTIAL OTHER APPROVAL CITY APPROVAL CMWO f , -.. GENERAL NOTES I. THE CONTRAC.TOR SHALL PROTEC.TALL EXISTING CON5TRlJC.TION FROM DAMAG>E, AND SHALL REPAIR, AT Hl5 C05T, ANY DAMAG>E RE51JLTING> FROM Hl5 OPERATIONS. CONTRAC.TORS ON THE JOB SHALL C.ARRY THE FOLLOV'IING> IN51JRANC.E, (I) i'!ORKER·5 COMPENSATION; (2) PU6LIC. COMPREHENSIVE G>ENERAL LIABILITY; AND (6) PROPERTY DAMAG>E. IN AN EMEl".G>ENc.Y THRl:ATENING THE LIFE, SAFETY, OR ADJAC.ENT i'!ORK, THE CONTRAC.TOR 15 HERE6Y IN5TRlJC.TED TO Ac.TAT HIS DISC.RETION TO PREVENT 51.!C,H LOSS OR IN.JJRY. THE C.ONTRAC.TOR SHALL MAINTAIN THE FOLLOV'IING MINIMUM LIABILITY COVERAGE DURING THE CONTRAC.T PERIOD; 60DILY IN.JJRY, $250,000 PER INDIV'DUAL, PER OC.C.URRENc.E; PROPERTY DAMAG>E, $100,000 PER OC,C,URRENc.E, AG>G>REG>ATE. 2. THE C.ONTRAC.TOR SHALL CAUSE TO BE NAMED AS ADDITIONAL INSURED 'N 51Jc.H CONTRAc.TOR'5 PUBLIC. LIABILITY AND AUTOMOBILE LIABILITY POLIC.IES THE FOLLOV'IING>, (I) CALAVERA HILLS II, LLC; HOV'IARD ASSOC.IATES, INC.. 6. THE CONTRACTOR AG>REE5 TO HOLD HARMLESS THE OY-INER AND LANDSC.APE ARC.HITECT FROM ANY C.LAIMS ARISING> OUT OF HIS OPERATIONS OR THE OPERATIONS OF ANY OF HIS 51JElCONTRAC.TOR5, MATERIAL 51JPPLIER5 OR AGENTS. 4. ALL LOCAL MUNICIPAL, 5TATE, AND FEDERAL LAY-15, RULES, AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS V'IORK ARE HEREBY INc.ORPORATED AND MADE: A PART OF THESE: SPEc.lFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE C.ONTRAc.1"0R. 1"HE C.ONTRAC.TOR SHALL NOTIFY THE LANDSC.APE ARC.HITEC.T IMMEDIATELY OF ANY DISC.REPANc.lES 6ETV'IEEN C.ODES AND THE INFORMATION AND DESIG>NS PRESENTED IN THE5E D~ING5. !I. THE C.ONTRAC.TOR SHALL VERIFY THE LOCATIONS OF ALL EXISTIN6' UTILITIES, STRIJC,TURES AND SEl<.VIC.ES BEFOI<.!! BEGINNING V'IORK. TI-IE LOCATIONS OF THESE ITEMS SHOV'IN IN THE PLANS ARE APPl<.OXIMATE ONLY, AND TI-IERE MAY BE ADDITIONAL UTILITIES PRE5ENT VSHIC.H ARE NOT INDIC.ATED ON THE5E PLANS. THE C.ONTRAC.TOR SHALL NOTIFY THE LANDSC.APE ARCHITEC.T IMMEDIATELY OF ANY DISC.REPANCIE5 BETV'IEEN FIELD C.ONDITIONS AND THE INFORMATION AND DESIG>N5 PRESENTED IN THESE D~ING>S. b. THE C.ONTRAc.TOR SHALL OBTAIN AND REVI~ A SET OF TI-IE APPROPl<.IATE ARC.HITEc.TUAAL, ELEc.TRIC.AL, AND C.IVIL ENG>INEERING PLANS Pi<.IOR TO BEG>INNIN5 V'IORK. 1. PEl<.MIT5 FOR ALL V'IORK INDIC.ATED IN THE5E PLANS SHALL BE OBTAINED BY TI-IE C.ONTRAC.TOR. I}. THE C.ONTRAC.TOR SHALL HAVE A VALID C.ONTRAC.TOR'5 LIC.EN5E FOR THE PARTIC.UI.AR V'IORK BEING PERFOl<.MED. THE C.ONTAAC. TOI<. $HALL NOT ALLOV'I TI-IE LIC.EN5E TO LAPSE DURIN6' THE CONTRACT PERIOD. 'I. NO MATERIAL SUBSTITUTIONS OF ANY KIND i"!ILL BE BE ALLOHED i"!ITI-IOUT THE EXPRESS rlRITTEN AUTHORIZATION OF THE LANDSCPAE ARc.HITECT. 10. OV'INE:R 15 HEl<.BY NOTIFIED THAT ALL l"lORK ON THESE PLANS •S 51JBJEc.T TO NOl<.MAL ~R AND TEAR, AND ALL V'IORK MUST BE MAINTAINED ON A REG>ULAR BASIS. AN ANNUAL MAINTENANCE IN5PECTION SHALL BE PERFORMED BY A LANDSCAPE ARC.HITEC.T LIC.EN5ED IN THE STATE OF CALIFORNINA. THIS INSPEC.TION SHALL INC,LUDE, BUT NOT BE LIMITED TO, PLANT MATERIAL, IRRIG>ATION 5YSTEM5, PAVING, POOL, 5PA, FENC,ING,, V>IATER FEATURE, AND LIGHTING. II. Ol"INER 15 HEREBY NOTIFIED THAT PLANT MATERIALS ARE LIVING, GROV'IING ORGANISMS, AND THAT IMPROPER MAINTENANc.E MAY RE5ULT IN THEIR DEATH, OR CAUSE OTHER Pl<.OBLEMS 51.JC.H AS ROOT INTRUSION OR THE DEVELOPMENT OF 5URFAC.E ROOTS. OliNER ,5 HEREBY FURTHER NOTIFIED THAT 50ME OR ALL PLANT MATERIALS, INC,LUDING, TREES, SHRUBS, AND GROUND c.oVERS, SHOV'IN IN THESE D~INGS MAY NEED TO BE REMOVED AND/OR REPLAC.ED AT ~ME FUl'VRE TIME. 12. IT SHALL BE THE OV'INER'S RESPONSIBILITY TO PROVIDE ALL FUTURE OV'INEl<.5 OF THIS PROJEc.T V'IITH A 5ET OF THESE PLANS, INc.LUDING, TI-IE5E NOTES. G>ENERAL C.ONSTRUCTION NOTES I. ALL EXISTIN6 DIMEN5I0N5 AND LOCATIONS OF EXISTING OBJEC,T5 ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEMENTS PRIOR TO BID. 2. ALL CONSTRlJC.TION SHALL CONFORM TO MINIM.JM 5PECIFIC.ATION5 AND REQLJIREMENTS OF REGIONAL, LOC.AL AND STATE GOVERNMENTAL AGENc.lE5. :3. OV'INER SHALL APPROVE ALL MATERIALS PRIOR TO ORDERINeo. SUBMIT FINISH SAMPLES OF FLATV'IORK FOR OV'INER APPROVAL PRIOR TO ORDERING. 4. PERMITS FOR ANY CON5TRI.JC,TION DEPICTED IN THESE PLANS SHALL 6E OBTAINED BY THE CONTRAC. TOR. 5. CONTRACTOR SHALL SHIELD EXISTING V'IORK V'IITH Vl50\JEEN TO PREVENT SPLATTERING OF CONCRETE OR MORTAR. e,, ALL PAVING SHALL 5URFAC.E DRAIN AT MINIMUM 1% ~y FROM V'IALLS AND 5TRlJC.TURE5 TOV'IARD 5V'IALE5. ALL PLANTED AREAS SHALL DRAIN AT MIN. 2% TOV'IARD 5V'IALE5. SEE CIVIL ENGINEERING DRAINAG>E PLAN FOR ALL G>RADING. 1. ALL V'IRITTEN DIMENSIONS ON PLANS SHALL TAKE PRECEDENCE OVER SC.ALEO DIMEN5ION5. ~-IN CASE OF DISC.REPANc.lE5 BETV'IEEN V'IRITTEN 5PEC.IFIC.ATION5 AND GRAPHIC. INFORMATION OR OTHER INFORMATION, THE CONTRAC.TOR SHALL CONTACT THE LANDSC.APE ARCHITECT FOR C.LARIFIC.ATION CONc.RETE NOTES I. CONCRETE SHALL HAVE A MINIMUM C.OMPRE55IVE STRENGTH AT 2e DAY5 OF 2,500 PSI. C,EMENT SHALL 6E TYPE I. FINISH MEDIUM BROOM FINISH AND COLOR SHALL BE 'NA71JRAL GREY' UNLESS OTHERY-1l5E NOTED. PROVIDE 12" 50\JARE SAMPLE POUR FOR APPROVAL PRIOR TO INSTALLATION. 2. REINFORC.ING SHALL COMPLY V'IITH A5TM At>l5, G>RADE 40. :3. CONTRACTOR SHALL INSTALL FULL-DEPTH EXPANSION JOINTS AND SC.ORE JOINTS AS 5HOV'IN ON PLANS AND DETAILS, AND ADD ADDITIONAL JOINTS r"fiERE NEC.E55ARY -ro CONTROL CONc.RETE C.RACKIN6. V'IOOD STAIN NOTES I. ALL 5URFAc.E5 MV5T BE CLEAN, SOUND, DRY, AND FREE OF ANY DIRT, DUST, CHALK, OIL, G>REASE, AND MILDEJI'< STAINS. 2. STAIN SHALL BE APPLIED IN AC.CORDANC.E V'IITH THE PRINTED IN5TRI.JC,TION5 AND AT THE APPLICATION RATES RECOMMENDED 6Y THE MANUFAC.-nJRER. 5. CONTRAC.TOR SHALL APPLY TV'IO COATS OF A SEMITRANSPARENT STAIN. EAC.H COAT SHALL 6E APPLIED TO A UNIFORM FINISH. FINISHED SURFACES SHALL BE FREE OF SURFAc.E DEVIATIONS AND IMPERFECTIONS. 4. EACH APPLICATION OF STAIN SHALL BE CURED IN AC.C.ORDANC.E V'IITH THE MAH.JFAC.TURERE'5 RECOMMENDATIONS BEFORE APPLYING THE 51.JC,C,EEDING COAT. DRYING TIME BETV'IEEN APPLICATIONS SHALL BE AS RECOMMENDED BY THE MAH.JFAc.TURER. 5. STAIN SHALL 6E APPLIED 6Y 6RUSH, ROLLER, OR SPRAY. METAL FENCING NOTES I. STEEL TUBING, COLD ROLLED DOMESTIC, 71J6ULAR STEEL, A5TM A500 2. G>ALVANIZING,, PRE-GALVANIZED O.'I MIL ZINC. COATING :3. ACRYLIC./ POLYESTER COATING, 6AKED ON 1"0 Ah MIL THICKNESS. 4. PRIMER, EPOXY POLYAMIDE PRIMER -ELEC.TOR05TAT1CALLY SPRAY PAINT ENTIRE PANEL V'IITH 2.0 MIL THICK V'IET COAT OF PRIMER. 5. PAINT, POLYURETHANE -ELEc.TR05TAIC.ALLY SPRAY PAINT ENTIRE PANEL 2.0 MIL THIC.K V'IET COAT OF POLYURETHANE TOPCOAT. t>. V'IELDING, STEEL 15 MANUFAC,71JRE -V'IELDED FOR CLEAN, NEAT V'IELDS. V'IELDED CONTIN.IOIJ5L Y AROUND FOR STRENGTH AND COMPLETE STEEL AGAINST THE ELEMENTS. ALL V'IELD5 AND OTHER CONNECTIONS EXPOSED IN THE FINISHED V'IORK SHALL 6E G>ROUND AND DRESSED SMOOTH AND 50 THAT THE SHAPE AND PROFILE OF THE ITEM V'IELDED 15 PRESERVED. 1. CLEANING, V'IELDING SPLATTER REMOVED. G>RINDING V'IHERE NEc.E55ARY FOR NEAT SURFAC.E. PANEL 15 THEN V'llPED DOV'IN TO REMOVE SURFAC.E D\JST AND OILS. V'IELD5 ARE RE.JJVENATED i"!ITH COLD GALV. AND ACRYLIC.. e. QUALITY CONTROL INSPECTED AT EACH STAGE. '1. PRE-PAc.KED V'IITH FOAM FOR DAMAG>E PREVENTION. 10. LANDSC.APE CONTRAC.TOR SHALL SEC.URE ALL FIELD MEASUREMENTS REQUIRED FOR PROPER AND ADEQUATE FABRICATION AND INSTALLATION OF FENc.lNG. 11. METAL FENCING AND GATES SHALL BE FABRICATED AND ASSEMBLED ,N THE SHOP TO THE c,,REATE5T EXTENT POSSIBLE. 12. ALL GATES SHALL BE 5ELF-C.L05ING i"!ITH STEEL 5TOP5. 1:3. MANUFAC.11JRED V'IROU6HT IRON FENc.E MATERIAL (PANELS) SHALL BE OOARANTEED AGAINST RIJ5T FOR A PERIOD OF FIVE (5) YEARS, AFTER COMPLETION AND AC.C.EPTANC.E OF PANELS PLACED. THIS IS CONSIDERED THE MAN.JFAC.-l'JRER'S V'IARRANTY. 14. THE CONTRAC.TOR PLACED V'IROUGHT IRON (V'IELD5 AT POSTS AND OTHER INSTALLATION POINTS) SHALL BE OOARANTEED AGA,NST RUST FOR A PERIOD OF THREE /5) YEARS AFTER COMPLETION AND AC.C.EPTANC.E OF V'IROUGHT IRON FENCE PLACED. THIS 15 CONSIDERED THE CONTRACTOR'S V'IARRANTY. 15. ALL V'IROUGHT :RON C.ONNEC.TION5 SHALL BE CONTINIX>U5LY l"lELDED. ALL TUBING TO HAVE END5 V'IELDED CLOSED. ALL STEEL SHALL 6E PAINTED V'IITH ONE (I) COAT ZINC. SHIELD PRIMER AND TV'IO (2) C.OAT5 HIGH G>L055 POLYURETHANE OR EQUAL. FINAL COLOR FOR ALL V'IROUG>HT IRON FENCE SHALL APPROVED BY THE PROJEC.T MANAGER. TYPE OF PAINT SHALL BE APPROVED BY THE PROJEC. T MANAGER. MASONRY NOTES I. ALL 5TLJC,CO V'IALL5 SHALL BE V'IATER SEALED ,'!!THIN~ DAYS OF 5TUc.C.O COLOR. ALL 5TI.JC,CO SHALL MATCH ARc.HITEC.TURE IN FINISH, EXC.EPT A5 NOTED. C.ARPENTRY NOTES I. ALL LUMBER SHALL 6E DOUG>LA5 FIR, NO. 2 G>RADE OR BETTER, UNLESS OTHERY-IISE INDICATED. ALL IN-<:>RoiJND POSTS SHALL BE REDV'IOOD, UNLESS OTHERY-IISE 5PEC.IFIED. 2. ALL LUMBER SHALL BE MILLED 545, UNLESS OTHERY-1l5E INDICATED. MITER ALL CORNERS. :3. ALL CONNEC.TOR5, ANCHORS AND AC,C,E550RIE5, INc.LUDiNG NAILS, SHALL BE FABRICATED 5TRI.JC,TURAL STEEL AND SHALL BE HOT-DIPPED GALVANIZED. ALL HARDV'IAR SHALL 6E PAINTED TO MATCH V'IOOD, EXC.EPT AS OTHERY-IISE NOTED IN PLANS AND DETAILS. 4. ALL V'IOOD OVERHEAD AND TRELLIS SURFAC.ES SHALL BE PAINTED V'IITH ONE (I) COAT OF EXTERIOR PRIMER AND TV'IO (2) COATS OF V'IEATHER RE5l5TANT ALKYD ENAMEL. COLOR SHALL MATCH ARC.HITEC.i\JRAL TRIM UNLESS NOTED OTHERY-1l5E. PRIME ALL V'IOOD PRIOR TO A55EM6LY. 5. ALL GATES SHALL BE SELF-CLOSING i"!ITH STEEL 5TOP5. "AS-BUILT " APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 01/B0/01 DRAWN BY, JAH/C-e JOB NUMBER,02l00h3 FILE, HOWARD ASSOCIATES P.E. EXP. ___ _ DATE landscape architecture .-1 a l Q l '1 REVIEWED BY: REVISIONS, INSPECTOR DATE SYMBOL LEGEND SYMBOL DESC.RIPTION n ALIGN ALIGN R RADIUS <i'.. CENTER LINE EJ EXPANSION JOINT PA PLANTING AREA TYP TYPICAL O.C. ON CENTER MAX MAXIMUM MIN MINIMUM BENCHMARK: DESCRIPTION: STANDARD M-I0 STR[[T CDITERUN[ UHL MONUMENT LOCATION: C[NTERUNE OF EL CAMINO REAL AT ENGINEER'S STA T!ON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEI/US (NO. COUNTY vf:RT. CON TRO/. DA TA) ELEVATION: 68.479 DATUM: U.S.C. & GS. DATE INITIAL ENGINEER OF WORK CONSTRUCTION LEGEND SYMBOL DESCRIPTION 0 C.ONc.RETE 5II>EV>IALK -NATURAL G>REY V'IITH MEDIUM BROOM FINISH ® 0 CONC,RETE STEPS -NUMBER A5 PER ENG>INEERING PLANS 5DP Ot>-04 -DV'IG 450-t>A (SEE EN<S-INEERING @ PLANS FOR c,,RADE) -NATURAL GREY l"l!TH MEDIUM BROOM FINISH If:> ® H.C.. AC.C.E55I6LE RAMP AS PER ENGINEERING PLANS SDP Ob-04 -DV'IG 450-bA 0 RETAINING V>IALL AS PER EN<S-INEE:RING PLAN55DP Ob-04 ATTAC.H STONE FA5c.lA TO MATCH ARC.HITECTURE COLO!<. AND STYLE TO BE CHOSEN 6Y LANDSCAPE ARC-HITEc.T AT TIME OF INSTALLATION" ® b' HIGH 5PLIT-FAC-E MA~NRY V>IALL AS PER FENCING AND V>IALL PLANS © STAMPED C.ONc.RETE -C.OLOR AND FINISH TO BE DETERMINED AT TIME OF INSTALLATION• G) CONC.RETE PATIO -C.OLOR TO BE 5ELEC.TED AT TIME OF INSTALLATION, MEDIUM AC.ID ETCH FINISH•~ ® C.ONC.RETE PATIO SHINER BAND -COLOR TO BE SELECTED AT TIME OF INSTALLATION, SMOOTH FINISH• 14 0 e,• i"!IDE C.ONc.RETE MOV'I EDG>E -NATURAL GRAY® (@ e,• l"llDE C.ONCRETE HEADER AT PLAY 5URFAC.IN5 ED5E -COLOR TO BE SELECTED AT TIME OF ® INSTALLATION* I ® TURF AREA @ OMIT BOO C.OUNTER V'!ITH BUILT-IN BBQ@ @ @ TRASH ENC,L05URE V'IITH OVERHEAD TRELLIS® @ ENTRY OVERHEAD AT TOT LOT® ® ENTl<.Y OVERHEAD AT MAIN ENTRY ® @ le" HIG>H SPLIT-FACE BLOCK PLANTER V>IALL @ @ TUBULAR STEEL FENc.E AT TOT LOT® @ FALL SAFE PLAY 5URFAC.ING @ MIRAc.LE PLAY STRIJC,TURE - -C.ONTAC.T JOE ESPOSITO o MIRACLE I-000-2t>4-1225 EXT. 920 @ 6ENc.H -QIJIC.KC.RETE -Q4VIC.84B(a) -C:1-TI -ON C.ONc.RETE PAD (QTY. -4) © PICNIC TABLE -QIJIC.KC.RETE -QR42Fc. -C.9-TI (QTY. -I) @ H.C.. AC.C.ESSIBLE PICNIC. TABLE: -QIJIC.KCRETE -GIR.42FC.:3 -C:1-TI (QTY. -I) @ V>IASTE REc.EPTAC.LE -QIJIC.KC.RETE -QR-C.LS509IV'I -C.:3-TI (QTY. -I) @ BIKE RACK -No. 1~12-50-02, POV'IDER C.OAT BLUE (QTY. -I) AVAILABLE, PERFORMANc.E ATHLETICS, ('128)-b9b-~e49 @ ENTRY MOt-1./MENT @ 0 t,'-t,' Hl5H 5PLIT-FAC.E MASONRY PILASTER A5 PER FENc.lNG AND V'IALL PLANS @ TUBULAR STEEL GATE AT TOT LOT ENTRY ® 0 SPLIT-FACE BLOCK RETAINING V'IALL AS PER ENG>INEERING PLANS SDP Ob-04 @ ROCK MULCH -KRC-ROCK -CALIFORNIA GOLD @ ® STEP HANI>AAIL • FINAL C.OLORS AND MATERIALS SHALL BE AS APPROVED BY THE C.ITY. [1TI] CITY OF CARLSBAD um 3 PLANNING DEPARTMENT . CONSTRUCTION l£C£NO <i' NOTES FOR: ROBERTSON RANCH PA 15 c.r. 02-15 I APP7~:.:t I 4--~(~it- Pl.ANNING ~,-o., I DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: SOP 06-04 450-6l REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CMWD 8 CD 12" SO. CM\.! -GROU1" FILL ALL CELLS @ lb" SQ. C,M\J -GROUT FILL ALL CELLS @ #4 REBAR VERTICAL 4" CONCRETE PAYING -2500 PSI @ 2e, DAYS UNLESS OTHER.HISE SPECIFIED [\ 2 w \D oc w w _J x D... z -<( 1, 1, 4'-1/2" f1 o.c.. 0 0 1-1/8" O.D. ROUND TUBULAR STEEL POST WITH CAP @ 8'-0" MAX. O.C.. SPACING. 1-3/8" O.D. ROUND TOP AND BOTTOM RAILS @ COMPACTED SUBGRADE PER GEOTECHNICAL '<-EPORT @ ll4 REBAR CONT. TOP AND !30T1"0M. @) CONCRETE FOOTING V'IITH #4 REBAR V'IRAP @) MORTAR File... FOR BATTER (0 0 0 0 0 2" BASE IF REQUIRED BY SOILS REPORT 6X6 IOXIO HHF I-() I I- \!) 0 ~~ L -._I) 0 3/4" O.D. ROUND PICKETS @ 4-1/2" O.C.. SPACING CD 6 X 6 lie, V'IELDED ~IRE MESH AT CENTER IN CONCRETE OVERLAP SPLICES 12" MIN. @ 1/2" X 12" REBAR DOV'!EL @ STONE FASCIA TO i'-'!ATC,H ARCHITEC,TuR.E• G) 18" SQ. STONE CAP . . . +-.;.._;__, -' ~ ' . . COMPAGTED SUBGRADE 1/2" PREFORMED FELT EXPANSION JOINT V'IITH 1/4" RADIUS @ ED6ES -MAX 20' O.C. HITH MASTIC, FILL \fl z () 0 0 CONCRETE FOOTING 0 1/2 RADIIJS ON ALL OUTSIDE EDGES RESILIENT SURFACING, DEPTH PER FAl-L HEIGHT REQUIREMENT. COORDINATE 011TH PLAYGROUND MANUFACTURER. 4" CONCRETE BASE BELOV'l RESILIENT SURFACING. G) 6" HIDE CONCRETE MOH CURB, DEPTH PER FALL HEIGHT REQUIREMENT OF RESILIENT SURFACING PLUS 3' @ CONNECT TO DRAINA6E SYSTEM @ bXb v'<OOD POST V'IITH SIMPSON C,B66 COLUMN BASE V'IHE:'<.E SHCV'IN @ FINISH SURFACE -C01'<CRETE 0 ATIO @ FINISH GRADE -PLANTING, AREA ELEVATION *FINAL COLORS AND MATERIAL-S SHALL BE APPROVED BY THE CITY SECTION Concrete Patio 0 1/4" SAV'IC,UT OR TOOLED SCORE JOINT PER CONSTRUCTION PLAN -MAX 5' O.C. NOTE, ALL SUB-BASE AND REINFORCEMENT SHALL BE PER SOILS/STRUCTURAL ENGINEER. () I N FINISH GRADE • -NOTE, PAINT COLOR TO BE GLOSS BLACK GA\.,__c_o_nc_r_e_te_H_ea_d_e_r_a_t_P_la __ y_S_u_rf_a_c_in_g ___ E_dg __ e __ _ _ °'/ NOT TO SCALE ® Stone Veneer Column NOTTO SCALE NOTTO SCALE (D) Tubular Steel Fence NOTTO SCALE 20'-0" 8 1-011 TYP. 12 ' 41-011 1~ r ff'.. I t 8 1-011 TYP. I I 1_ ----------------------_I -- I C ~ 1? I rn "' 05,- II 3'-0" ELEVATION A-A 11 r El El r ___i-==-..,~=l C --G----· fi .?= I --~~~ () I st --------------+----- PLAN \ CD FINISH SURFACE PATIO @ 38" 13UIL T IN BOO UNIT -C,ONTRAC TOR SHALL COORDINATE GAS CONNECTION FROM BUILDING, AVAIL, BARBECUES GALORE GRAND TURBO BIJIL T-I"1 (NATURAL GAS) ll 281003 "'"" bbqgalore.com '.858) 511-2121 @ (2) 15" SQ. STAINLESS STEEL ACCESS DOORS -TO i'-'!ATCH BOO UNIT GAS SUPPLY LINE -CONTRAGTOR SHALL COORDINATE @) CONNECTION AND PERMIT FOR GAS LINE \ \ ! I I 3'-011 TYP. 31-ou TYP. 11-011 TYP. -~ I II) @) 'FIRE MAGIC, ll30'10 BOO SAFETY TIMER' AUTO'-'!AT!C, SHUT-OFF. AVAIL, SPEGIAL ORDER THRU BARBEGUES GALORE l"lv-iV<.bbqgolore.com (858) 5-i:-2121 @ (3) ROV'IS OF 4" SQ. CERAMIC, :"ILE BACK SPL.AS>-1 -TILE TO BE SELEGTED BY LANDSCAPE ARGHTEGT G) 3" POUR-IN-PLACE CONGRETE COUNTER TOP V'IITH SEALER COAT -1/4" RADIUS ALL EDGES-CONCRETE COLOR TO BE SELEGTED BY LANDSCAPE ARCHITECT AT TIME CF INSTALLATION•. RE NFORCE V'IITH bXb 10/10 V'IELDED V'IIRE i'-'!ESH F Barbeque Counter (Typ. of 2 -Mirror Images) APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 01/30/01 DRAV'!N BY, JAH/C.G JOB NUMBER,02I00.63 FILE, REVISIONS, HOWARD ASSOCIATES landscape architecture cl4 :i 9 I 9 6680r.o •11.n :l,e~o ctron ou1H J&O ""' o.,c~o ca 9210~ 619 718 %00 MIN. 2 --@ @ •2" SQ. CMU BLOGK COLUMN V'I/ .!4 REBAR CENTERED IN GROUTED GELLS @ 8X8Xlb PRECISION Ctvfl.; BLOCK V'IALL V'I/ ll4 REBAR VERTICAL@ lb" O.C. -GROUT-FILL ALL CELLS @ 4" Ci'-'!U BLOCK V'l/ ll4 REBAR VERTICAL@ lb" 0.C.. -GROUT-FILL ALL CELLS @ STUCCO COAT -TO MATGH ARC,HITEGTURE @ 4"xlb" SQ. PRECAST CONCRETE CAP -COLOR TO i'-'!ATCH COUNTER TOP (@ 4"x8" PRECAST CONCRETE Y'IALL CAP, CONTINUOUS -COLOR TO i'-'!ATCH COUNTER TOP (8) CONCRETE FOOTING, V'I/ ll4 REBAR, CONTINUOUS -NTEGRATE Y'IALL AND COLJMN FOOTINGS @ FINISH GRADE @ C.OMPAC.TED Sl,BGRADE AS PER SOILS REPORT (Q) EXPANSION JOINT @SCORELINE *FINAL COLORS AND "IATERIALS SHALL BE APPROVED BY THE CITY NOTTO SCALE "AS-BUILT " PE. EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 2'-0" AAFTEREND 2 .- 1 BEAM ENO r® _L 22" _L F""'"'NT -1 ""'A I N .. ·-........ ~ L-Y TO b'-10" T'rP. n 1 11 ! • I ~ '--a I • d ' ----1 :, 1:J_ I' [j • () ' ~ 2 4 ~ 5 PLAN CD bXb DF POST -CHAMFER TOP I" @ @) 4X4 DF RAFTER @ 14" O.C,. RAFTER 45 DEc::;REES ENDS TO MATCH JOIST ENDS @ bX8 DF BEAM -OOL T ThROUeH @ POST V'!/ (2) 3/4" HEX BOLTS - CHAMFER BEAi'-'! ENDS @ 45 DEe:;,REES FROM CENTER OF 0<00D i'-'!EMBER @ 4X8 DF JOIST-OOL T THROUeH @ POST V'I/ (2) 3/4" HEX BOLTS - JOIST ENDS TO MATCH BEAM ENDS G Trellis @) ,x8 D.F. PLANT-ON@ PILASTER CAP -ALL (4) SIDES -TYP. EACH POST @ SIMPSON CEhb COLJMN BASE G) i'-'!ASONRY COLIJMN V'!ITH STONE VENEER. -SEE DET Al L CID @ FINISf-4 oRADE *FINAL COLORS AND MATERIALS SHALL-BE APPROVED BY THE C.ITY NOTTO SCALE CD @- G) ® ® CD 1-1/8" O.D. ROUND TUBULAR STEEL POST WITH CAP. @ I-B/8" O.D. FRAME @ B/4" O.D. ROUND PICKETS @ 4 1/2" O.C. MAX. SPACING @ C,ONC.RETE FOOTING -SLOPE TO TOP OF DRAIN @ FINISH GRADE SELF-CLOSING HINoES LOCKABLE LA TC.H TO MEET POOL AND ADA CODES @ ADA-ACCESSIBLE KEYED LOCK FOR ENTRY/EXIT WITH PANIC. BAR Tubular Steel Gate @ WELDED PROTECTIVE STEEL MESH NOTE, PAINT TO MATC.H FENCE SECTION CD FINiSH GRADE @ 6" X 6" CONCRETE MOH CL.RB @ 1/2" RADIUS (±) ll3 REBAR CONTINUOUS @ 9JB6RADE COMP AC TED PER SOILS REPORT 0 NOTTO SCALE <SHOST GREY DECORATIVE oRAVEL ROCK MULCH - CONTACT KRC ROCK - I8-WO-KRC-ROCK PLASTIC EDGIN6 TYPAR V'lEED BARRIER OR EQUIVALENT OVERLAP SEAMS MINIMUM 4". LEVEL COMPACTED SUBGRADE Cl)~_R_o_c_k_M_u_lc_h _____ 0_5 __ FI_~_L_G_RA_D_E ___ _ _ _ NOT TO SCALE l----+--+-------------+---+---+---+----4 u7±] CIT1~~!G £t~£3TBAD SHEETS Ll1: BENCHMARK: DESCRIPTION: STANDARD !.l-10 STREET CENTERLINE llEI.L MONUMENT LOCATION: CENTERLINE CF El CAMINO REAL AT ENGINEER'S STATION 454+92 PER R.S /800-1 RECORD FROM: COUNTY BENCH LHUS (Na COUNTY VERT. CONTROl. DA TA) ELEVATION: 68.479 DAllJM: U.S.C. cf: G.S. CONSTRUCT/ON DETAILS FOR: ROBERTSON RANCH PA 15 C.T. 02-16 l------+---1---------l------1-----l---l---~ I __,AP/1u.:~=-=~c...\-((r:=::i....:;.....• t;J=-'==/...o:..u...gt___ 2,-1-o '1 I 1---+---l--------------J----+---+--+---I PLANNING DATE . 1--~.-+~...-1--------------1----1---+--+---I ::;D;::;W:;::;N=B:;Y;:::: ==~;:::==P=R=o=JE=c=T =N=o=. =::;-;:::D=RA=w=1N==G=No=!_ DATE INITIAL DATE INITIAL DATE INITL',l CHKD BY: __ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SDP 06-04 -~Jl:::.il '----------' CMWO ____ _ r::T -~ J[ I l..__!~J.1-I ,. --- IC! 81-611 /v 18 ~ ~-I ---I ' I i I I (! ' ' I I / i I • C) +' ---+= 1.---------~---- 5 I V ! ' ' V ',,,~~@ ~v / / 11 i / / ' / I I I I -I--~-----+ -+--;-- i ' I I I I ----,--T ----41-an I ' '-',.- () I I '{ ----~ ---- <::) I l I I ! I i --~ L____J ~ ~ ~ I)_ _l<~P)_l ~ C) I -- FLAN 0 COMP AC TED SGBGRADE PER 6EOTEC!-;NICAL RECOMMENDATIONS (4) :l;4 REBAR HORIZ. AND VERT. IN FOOTING MAKE CONTINUOS ;,,,,-,iITH 01ALL @ 4X8Xl6 CMU CHAMFER CAP. COLOR TO MATCH BLOCK G) CONCRFTE PAVING OR PLANTING AREA, SEF PLANS (D 8X8Xl6 CMU SPLIT FACE BLOCK TO MATCH SITE 01ALLS. @) :l;4 REBAR VERTICAL (l"IALL) AT 24" O.C. TYP. G) #4 REBAR HORIZ. (01ALL) EVERY OTHER CELL Trash Enclosure APPROVED FOR PLANTING I I -- -- / / / / --~-----/ / 1, / t / / ' ~ ' ' ' ' ' / ' -i--' I ' ' I ' ' ' ' ' ' ' ' > / / / / / ---.,----.,------ '1- I -I - r' I ' LJ L ~~-@ 14'-0" ® CONCRETE FOOTING @ 2 11 X 2 11 X 2 11 3/ 6 11 TUBE STFEL FRAME @ LAG BOLTS TYP. ;,,,,-,i; LEAD SLEE'/ES @ HEAVY GATE HINGE. TYP. @ HEAVY STEEL LOCKING LATCH 20 GA. GALVANIZED MFTAL ROOF DFCK, FM-2 TYPE AS MANUFACTURED BY B001MAN CONSTRUCTION @ TRASH RECEPT AC-LE AREA @ SEE GATE DETAIL @) 3 11 PROTECTION POST, MODEL 01-16 HOWARD ASSOCIATES landscape architecture AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 01/30/01 DRAlt'IN BY, JAH/C-G JOB NUMBER,02l00h:5 FILE, r la :.! 9 lg 8~80 cto ,._., :J«~o dri•,e ,u,te 350 ,a.n clego ca 91108 619 'l$ %W REVISIONS, 11 1-011 TYP. TYP. ~ I I I C) 5'-0" CLEARANCE , l 17 @- 5'-0" CLEARANCE RAFTER END I N ____ ,,_ ______ _ r BEAM END Cl r-------_ \ \ '\ 12 / \ \ / / II,--.._ \ l 1'-4" l ;, ;, ELEVATION @ SET 1/2 11 DIA. GALVANIZED STFEL ROD NTO DROP ROD ASSEMBLY. 01ELD ASSEMBLY TO GATE FRAME PER MANUFACTURER RECOMJ'--l'ENDATIONS @ 6X6 DF POST -CHAMFER TOP I' @ 45 DEGREES. SECURF TO TOP OF 01ALL 011TH Sl:v!PSON STRONG-TIE HARD01ARE. PAINT PER NOTE BEL001. @ 6X8 DF BEAM -BOLT THROUGH @ POST 01/ (2) 3/411 HEX BOLTS -CHAMFER BEAM ENDS @ 45 DEGREES FRO:v! CENTER OF 0100D MEMBER @) 4X8 DF JOIST-BOLT THROUGH @ POST 01/ (2) 3/411 HEX BOLTS -JOIST ENDS TO MATCH BEAM ENDS @ 4X4 DF RAFTER @ 14" O.C, RAFTER ENDS TO MATCH .JOIST ENDS "AS-BUILT " PE. EXP. __ _ REVIEWED BY: DATE BENCHMARK: DESCRIPTION: STANDARD M-!D STREET CENTrRUNE 1'£1.L MONUMENT LOCATION: CEN TrRLINE OF EL CAMINO REAL AT ENGINEER's STATION 454+92 PER R.S 1800-1 / / / / / / / / / / / / / / / / -C) I N - N I ,-!:) I ~----!I §R,' ' ' ) . ' I ' I I ' 'Ti--------,--1-'---f-lL--,---------,o 5EC,TION THROUGH Y'lALL 8 IX8 D.F. PLANT-ON@ PILASTER CAP -ALL (4) SIDES -TYP. EACH POST 1:§) SIMPSON CB66 COLUMN BASE NOTES: I. PAINT METAL GATE AND TRELLIS TIMBER JAllTH I COAT EXTERIOR PRIMER AND 2 COATS EXTERIOR ENAMEL COLOR TO MATCH TRl'v! O\J CLOSFST BUILDING AND MEET OJAlNERS APPRO'/AL. COORDINATE COLOR JAllTH LANDSCAPE ARCHITECT PRIOR TO PURCHASING PAINT. NOTTO SCALE 1----+--+-------------+---+---t---t-----t [TI[] CITILA£!G £~~~BAD 1----+--+-------------+---+---t---+-----t CONSTRUCTION DETAILS FOR: ROBERTSON RANCH SHEETS Lll PA I 5 c.r. 02-16 I =-APF'-~~-"'---'~(_<r:~-~f:.:(~(~..o/...,_.t ___ ~ 2.· /•0 "7 I 1----+--+-------------+---+---+---+-----t PlANNING DATE RECORD FROM: COUNTY BENCH LEVELS (NQ COUNTY VERT. CONTROi. DA TA} 1----+--+-------------+---+---+---+-----t ~;:;:::;;~===,-;:=:::::::::~=:;::,,::=~~:;::::;=~ 1--:==---1--::,~+------------+-:-:=---t-c-:::::-::-t----:c=-i-=;;:-:--1 OWN BY: __ PROJECT NO, DRAWING NO. EN~:::R 0t::~K REVISION DESCRIPTION >-0-~:-:-.,,~P-;~:-:~--+--:,-~-AP~P~-:-:~--, ~~tg ~~: --SOP 06-04 _..f.50-6L INSPECTOR DATE ELEVATION: 68.119 DAT/JM: /J.SC. &-C.S: CMWO __ -__ _ I I I -4.11 1., -.,J) G>--G)-- () X @)-() ~ @)- I < 8 _, 8 If\ Z: -1 If\ Z: -1 4" MIN. TYP. 2'-b" SQ. SECTION NA SECTION BIB PLAN ~<{_ PER PLAN 3 I---------' 0 (2)1-----------' ELEVATION . 1 N 11 X < Z: 1......i----I 0 n-+--f ®---@)-n-----,--r l l'-8>" l A ;, TYP. r ~11 SECTION CIC '---' 5 (0 PREFA8RIC-ATED C-ONC-RETE C-AP -TO 8E SELEC-TED 8Y LANDSC-APE ARC-HITEC-T -C-ONTINUE C-AP OVERHANG AT 0:ALL ENDS 0 STONE VENEER S:GN V'IALL -SEE SEC-TION A/ A 0 STONE VENEER PILASTER -SEE SEC-TION B/B 0 PROJEC-T SIGNAGE -8Y OTHERS 0 '1" SQ. STONE TILES BEHIND PRO"EC-T SIGNAGE 0 STONE VENEER HALL -SEE SEC-TION C-/C- Ci) 12" SQ. C-MU -GROUT FILL ALL C-ELLS 0 lb" SQ. C-MU -&ROUT FILL ALL C-ELLS 0 8>"X8>"Xlb" C-MU -GROUT FILL ALL C-ELLS @ #4 RE8AR IN GROUTED C-ELLS -VERTIC-AL ® C-ONC-RETE FOOT1NG V'IITH #4 REBAR V'IRAP @ MORTAR FILL FOR BATTER @ STONE FASC-IA -STONE TO 8E SELEC-TED BY LANDSC-APE X ARC-HITEC-T PRIOR TO -INSTALLATION -TO ~ATC-H If\ < Z: ARC-HITEC-TURE -FINAL C-OLORS AND MATERIALS -r-o 8E APPROVED BY C-ITY @ FINISH &RADE -PLANTING 3 AREA GA,.__E_n_try;...._M_o_n_u_m_e_n_t __________________________ ----:~~:":"':!' y NOT TO SCALE 11-011 ill g <.) Ii'. ~ I-~ ill :r: PER C-ODE 2" MIN. C-LR TYP. •• () -' 4 If\ l'-011 SEC-TION/ELEV ATION NOT TO SC-ALE () I 0 0 0 0 0 C-ONC-RETE V'l.ALK STEP HANDRAIL BOTH SIDES OF STEPS. RAILS TO BE 1-1/2' 0.0. TUBULAR STEEL -PAINT TO BE SELEC-TED BY OWNER 1-1/2" 0.0. TUBULAR STEEL POST @ b'-O" O.C-. MAX. C-ONC-RETE FOOTING (TYP.) C-ONC-RETE STEPS, PER DETAIL ® NOTES: I. HAND RAIL SHALL C-ONFORM TO ALL LOC-AL, STATE, AND FEDERAL C-ODES. . 0 w = I '-0 11 TYP. I '-011 Concrete Steps I '-0" I" r 4 MAX. 2% MIN. ~ -() I l'-0 11 SEC-TION () _I N d) I .. 4 2'-0" 5EC.TION / ELEVATION (D POUR-IN-PLAGE GONGRETE GAP - CONTINUE GAP OVERHANG AT V\!ALL ENDS 0 8 11 x8 11 xlb" BLOGK V\!ALL 0 #4 REBAR@ 16 11 O.G. IN GROUTED GELLS C-D GONGRETE FOOTING J.,\1/ #4 REBAR 0 0 Ci) CONTINUOUS STONE VENEER TO Jv!ATGH ARGHITEGTL.iRE FINAL GOLOR AI\.D MATERIALS TO BE APPROVED BY THE GI TY FINISH SL.,RFAGE GONGRETE V\!ALK EXPANSION JOINT (TYPICAL) 0 FINISH GRADE OF PLANTING AREA , "'I Low Stone Veneer Seat Wall \. 8 .. 1-.;.;;..;;...._..;..~-----------------------------N"""o"""T"""r"""o"""s"""c"!"AL!""'!!"E CD PAVING PER DETAIL ® @ 1/4" RADIUS AT NOSE @ (4) TOOLED SC-ORE JOINTS@ 3/4" O.C. PERPENDIC-ULAR TO DIREC-TION OF TRAVEL G EXPANSION JOINT -TYPIC-AL AT TOP AND BOTTOM Of STEPS @ CONC-RETE STEPS V'IITH #4 REBAR @ lib" O.C. MAX BOTH WAYS @ #3 NOSE BAR G COMPACTED SUBGRADE PER SOILS REPORT NOTE: SLOPE 1/4" PER I' ON TREADS FOR DRAINA6E NOTTO SCALE ( C) Step Handrail ~ CITY OF CARLSBAD SHEETS LllJ. 6 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 01/30/01 DRAl-'IN 6Y, JAH/C-G J06 NIJM6ER,02100h:3 FILE, REVISIONS: HOWARD ASSOCIATES landscape architecture rla 2919 88SO-,o ,.,_,. die1to ddvo au te ~50 ,a~ ,lie~n • g21oa 619 718 %60 "AS-BUILT ,, REVIEWED BY: INSPECTOR DATE DATE BENCHMARK: DESCRIPTION: STANDARD M-1O STREET CENTERLINE 1/lli MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT [NC/NEER's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (Na COUNTY 1-fRT CONTRa. OATA) ELEVATION: 58.419 DATUM.· U.S.C. & GS. DATE INITIAL O<GINEER OF WORK REVISION DESCRIPTION Pl.ANNING DEPARTMENT CONSTRUCTION O£TA!lS FOR: ROBERTSON RANCH PA 15 c.r. 02-16 I AP/~~:~~ { q. ~!~:ft: 2>-f-0"7 DATE PLANNING OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: SDP 06-04 450-6£ OTHER APPROVAL CITY APPROVAL RVWD BY: I CMWD __ -__ _ :c.a . I I': \II ',,I ' I,· ' ! Ill I II!'. ~ J !i I LEASING l I ~i I V' I PAI ll / LEGEND I I \ I OFFICE I \ I I r -L \ \ I lil 12" CMU Pilaster ~ ' -L---✓ DA\ ...... ,, ~ \_ PROPERTY ...._ ______ __ .,. -With Stone Veneer All Sides PA PA PA PA ITTLfZ1 & G') ~ y Split-Face Block Wall i;2 "'"' <o"-r/"-> LINE ">°' ~~~ & "!},, '\'\~·:\ & ,g, r--~ "!},, '\. "' """''I,· "' ,'.l, ~06' ~ ,u, q,'I, <i:' ~0/i, ~ Wl1717L171 'l,· ~-'I,_ .... 'c,, ,r,-~ ->,?a--1,,, ~ '\{ ........ .,,., -----<.,<i. C, ... ., ?"'6~ ~o >>B ~«.c,{,'? ~ ~o -,. ~ • .'~.ja o!: 7·0 ), ~o >->a> 1:, ·<9. " ~'\ V ·6' ;;;j ~o>~ '<0'< '\ :JJfo',S ·a;;> -;,c?af-> -<.'< "' Jf--' ABBREVIATIONS: >.,~,i"u' cy' .,., ·6' "' . q,; .,.1' • ., 0 " ~ ~ -;,<:'ci~ -<;raj' -:k"'a°'" "' ~o,.,,-:, ~ -,._'ll-\'1,;,,o, ~o >-a> ,Jt > 'll''\ ~ .,_,,., ~·o . " ~06'6'-" ;r@:l' 'I'\. G :\ ~ "'',"> ·.ta & 'o )). ,., ~Q >.1' ~ -'\'1,'c,,~ ->o<:>oi~ ,p,,_ .... >_,<:'&""a ~o >1' ~'<c,"-°'. '< 'll"'' ~;:'6;6'> TP = Top Of Pilaster Elevation FG = Finish Grade ~0_/.b '<~'<-'\ «~x"" -q,'6' "-" -a.,,> ?"'i,'?3 "" > ..... « ·6'.-' t '?~oi"" -q,V Key Map 0 10' i i L Section A-A } w fil I ELEVATION {,<:'&"°'3 ·<v',> Scale 1 = 20' ~ I .I ,l • I ! ~ X = 'f" I ,,D i ,L ' z :r II.) I io TRANSITION FOR Sl-OPES FLA I I ER J"HAN e,, I 60'. i North m ee.s I I . l l I , ! L • I I __ _I I -'r.' I --,I -I , i I I I I 1 l I I I I ___j__ I ' ' ' ' \_I I _L ! '---, ' -r. ,_ , I --- .;r-------------------e.2.s CD PILASTER@ @ SPLIT-FAC.E Y'W-L @ ® FINISH GoRADE 0 RETAININGo ~L AS PER ENGolNEERINiS PLANS ® TtJeUl-AR STEEL FENCE AS PER EN51NEERNG-PLANS NOT TO SCALE e" I q, A c?J.,'-' A ( PA21 PA 15 ) PILASTER CAP ---.""""-I=-, FLL/5H l"IITH TOP --l"IALL C-AP OF l"IALL C.AP C.MU Pll-ASTER 5Pl-lT FACE ~L T ical Pilaster -veneer All Sides NOTTO SCALE i I CD PILASTER C ~) ....._Lr---.-L---1 @ C.ONTROL JOINT (20' O.C.. MAX) ® SPLIT-FACE l"IALL ~ ~ I , TRANSITIONS FOR SLOPES S, I AND STEEPER CD PILASTER @ @ STONE VENEER ELEVATION ® SOLID MASONRY l"IALL@ 0 FINISH GoRADE 2" l'-1,N. TYP. J 2" HIN. TYP. ,______________ ,;\ I I I J <;_;-- ' I ~ TW = Top Of Wall Elevation TF = Top Of Footing Elevation CD SPLIT-FACE l"IALL L~B ~...-:-,.. NOTES: See Sheets L 18 For Construction Details See Sheet L 19 For Specifications @c.oNC.RETE FOOTING, A ~ --0 @FINISH iSRADE ! ' ! I I i I I ' i i Xi ' I I X ' <( ' ' i ' I I L I I I -I I I ' -{ i Ij J ,_ i I --i I i I --, z ' i i -, r1: ' = r1 ;,--------- i ! d;) ! = ! i I i l I _I I I dJ ' ' I I I ' i I I ' -'t ' I l I ..O' I i I ! I - ! j I I ~ ! ' r --- I ! ' i l. '° T ' I I i I ' T ' ' I I I ' I ' I I -I ! ! I I ' ' I • " ' ! ,. ' ' . ' ' ~ --@ Split-Face Wall with Stone Veneer Columns (D) Typical Wall Section for Slopes ±1/2" 5EC.TION NOT TO SC.Al-E CD EXPANSION JOINT @ STOP HORIZ. REINF. BARS o EAc.H SIDE OF C.ONTROL JOINT ® VERT. REINF. BAR IN C.ELL EAc.H SIDE OF JOINT AND GoROUT CELLS 0 JOINT FILLER @ HORIZ. REINF. BARS e," C.ONTROL JOINT Cl! 20' MAX OR EGUAL 5PAc.lN5 AND AT GoRADE DIRECTION c.HANGoES NOT TO SC.Al-E rE.~ ..... w_a_l_l_E_le_v_a_ti_o_n_T_r_a_n_si_ti_o_ns ______________________________ _ "-~ NOT TO SC.Al-E (F)---w_a_ll_C_o_n_t_ro_l_J_o_in_t _________________ N_o_T_To_sc._AL_E ___________ I ELEVATION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 01190/01 DRAJ,-jN BY, JAH/C-6 JOB NUMBEl<.,02100.6S FILE, REVl510N5, HOWARD ASSOCIATES landscape architecture "AS-BUILT " P.E. EXP. __ _ REVIEWED BY: INSPECTOR DATE DATE BENCHMARK: DESCRIPTION: STANOARO l,f-/0 STREET CEN!FRUNE WELL MONIJUENT LOCATION: CENlERI.INE OF £1. CAWNO REAL AT ENGINEER 's STA 110N 454+ 92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NQ COUNTY VERT CONTROL DA TA} ELEVATION: 68A19 DATUM: U.S.C. & G.S. /1\ CG SPECIFICATION REVISION ~ MM ,\f"'W',,,,-r10•1 -.:: ...... .,£ I ' .£.\ 11 ''"' ol.PoT 4"-1. ... VA"flo•l< .,_, s ot. O...TE INl11AL ENGINEER Of WOftK REVISION DESCRIPTION -. ,.,., "' {;,fl,o ,..., -~ wTI I CITY OF CARIBBAD I I SHEETS I : PLANNING DEPARTMENT : L 1 9 CONSTRUCTION PLAN FOR: ROBERTSON RANCH PA 15 C.l 02-16 I APA~°.lf l1, ~--dft::: PI.AtlNING " . z-s . c:, '!:> I DATE DWN BY: I PROJECT NO. I DRAWING NO. DATE INITW. llATE INrllAl. CHKD BY: OTHER APPROVN.. CITY APPROVN.. RWID BY: SOP 06-04 450-6( CMWD __ -__ _ J: ul 0 ' r;-r -..J 0 .., -J) FINISH SCHEDULE 6" CONCRETE MASONRY WALL UNIT PILASTER CAP 0 0 0 TYPE: "LA PAZ" SPLIT FACE BLOCK (2 SIDES) 0 TYPE: STEPSTONE, INC. PEAKED PILASTER CAP COLOR: "LA PAZ" INTEGRAL COLOR 12" SQ. CONCRETE MASONRY PILASTER UNIT TYPE: CMU CONTINUOUS WALL CAP TYPE: 8X4X16 BEVELED CAP (ORCO) COLOR: "LA PAZ" FOR 85 MPH 3 SEC. GUST @ EXP C ( ' i' V / V V V / / V V V V V V / / V V V / V V V / / / / l) V V / ~ I/ ~ I/ [/ ~ V • V J' V '/ \,Q .,. / V V / / V V / V / / / V / / ~;' V V / ~ / / :!: V ' ... V Ill I I V V .. / ' ' ' ~ ~~ ~ i!i ~"" ~a-:t ~ • f.. f.. c::, ~G ·' "" ~ t:::l"' "' / / / / / / / I/ / / / / V / V I/ V V V V / / ~ / V V V / ~ V V V / / / / / / / / / V V / ~ / / !/ SETBACK / I/ TOP OF WALL PER PIAN 4"PRECASTCAP0 ORCO 6816, 66 16, OR 6618 CMU0 Y@ VERT STEEL 1 GROUTEDONL # 4 VERT OROP-IN BAR@ 40" FOR 18" LONG 0/C(36"0/C CMU) #6 STD JOINT REINFORCEMENT @ CES). USE #5 STD. OCK 24' 0/C (3 PlA FOR SLUMP BL #4DOWEL@4 0"O/C B"LONGCMU) (36" 0/C FOR 1 I 8+1'-8" ,..SEE CHART . t~111 111~ ,I I 1--111 #4 HORZ. CONT. SIZE: ALLOW FOR ~2" OVERHANG ON ALL SIDES OF SPLIT-FACE PILASTERS AND ~2" OVERHANG ON STONE VENEER PILASTERS STONE VENEER 0 TYPE: ELDORADO STONE-SANTA CRUZ COASTAL LEDGE (CUSTOM MIX FOR McMILLIN HOMES #855) COLOR: CUSTOM COLOR FOR McMILLIN HOMES #855 GROUT: STANDARD RAKED JOINT WITH 1 /2" WIDTH GROUT COLOR: VENETO -1 BAG VENETO COLOR (AVAIL: ELDORADO STONE) AND 1 BAG OF 94LB. TYPE S MORTAR DESIGN CRITERIA: PER THE 2007 CBC 1. ALLOWABLE SOIL BEARING PRESSURE= 1500 PSF 2-AL10WABLE LATERAL PASSNE PRESSURE = 250 PCF 3. GROUT STRENGTH = 2000 PSI @ 28 DAYS. 4. REI"JFORCING STEEL : GRADE 60. 5. SEISMIC -1 SEC. ACCELERATION = 70 %. 6. 1500 PSI MASONRY COMPRESSION STRENGTH. MIN. FOOTING DEPTH FOR 7' TO DAYLIGHT WAL1@ WAL1@ WALL@ SLOPE TOP 1 FT. SETBACK 2 FT. SETBACK 2 TOl 3'-6" 3'-0" 2'-6" 3 TO 1 2'-4" 2'-011 NOTES: 1. CONCRE rE BLOCK SHALL CONFORM TO ASTM C 90. ORCO STD. PRECISION OR SPLIT FACE MAY BE USED 2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PARTS SAND TOJ-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE II/V Fe = 2500 PSI 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER LAP. 4.REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH IT IS LOCATED. 5. CONCRETE BLOCK SHALL BE LA YEO IN A RUNNING BOND PATTERN WITH VERTIC4L CONTINUITY OF THE CELLS UNO. 6. ALL BLOCK CELLS CONTAINING VERTIC/J,L REBAR SHALL BE SOLID GROUTED. 7. USE OBP TYPES MORTAR PROPORTIONED USING ASTM C 270. 1 PART CEMENT TO 1/2 PART LIME TO 4· 1/2 PARTS DAMP, LOOSE SAND. 8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO AL10W GOOD GROUT FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW WITHOUT SEGREGATION OF THE CONSITUENTS. 9. BLOCK STEM MAY 8E WET-SET 1-1/2" INTO THE FOOTING WHILE 77-/E CONCRETE IS PlASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE OF THE TRENQ-f TYPE FOOTING. 10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90 %. 11. FIRST INSPECTION TO 8E AFTER FOOTING TRENCHES ARE READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND INSPECTION TO BE WHEN THE REQUIRED VERTIC4L IS IN PlACE AND 77-/E BLOCK WALL IS READY TO GROUT. 12. MAXIMUM CONTROL JOINT SPACING: 40' 0/C OR 20' 0/C IF THE WALL IS TO BE STUCCO COATED. NOTE: PRODUCT SUBMITTALS REQUIRED FOR 85 MPH 3 SEC. TOP OF PILASTER PER PLA,N--, 0 4• PRECAST CAP----~ "'ciia,;,====Tri,r:;---' ;-;;\STONE VENEER ~ EXTERIOR SIDES OR ALL SIDES {AS PER PLAN) ,r:;\ 12812 PILASTER ~ CMU -SOLID GROUTED (2) /4 VERT DROP-IN BAR·~<! NOT£: WHERE PLAN IND/CA TES STONE VENEER ON ALL SIDES. ADD STONE VENEER AND BA TT, TO ALL SIDES AS SHOWN • Notes: See Sheet L 19 For Specifications GUST@ EXP QeSIGN CRITERIA: PER THE 2007 CBC }:-,'ALLOWABLE SOIL BEARING PRESSURE= 1500 PSF J" CLR. 2. ALLOWABLE LATERAL PASSNE PRESSURE~ 250 PCF 3. GROUT STRENGTH = 2000 PSI @ 28 DAYS. 4. REINFORCING STEEL : GRADE 60. 5. SEISMIC -1 SEC. ACCELERA TJON = 70 %. 6. 1500 PSI MASONRY COMPRESSION STRENGTH. NOTES: 1. CONCRETE BLOCK SHALL CONFORM TO ASTM C 90. ORCO STD. PRECISION OR SPUT FACE MAY BE USED 2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PARTS SAND TO 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS OF l,l.-:4, TER PER S40<. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 ITPE II/V. Fe = 2500 PSI 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A 615 GRADE 60, PROVIDE 48 BAR DIAMETER lAP. 4.REBAR SHALL 8£ CENTERED IN TH£ CONCRETE BLOCK CELL IN WHICH IT IS LOC4 TED. 5. CONCRETE BLOCK SHAU BE LA YEO IN A RUNNING BOND PA ITERN WlTH VERTICAL CONTINUITY OF THE CELLS UNO. 6. ALL BLOCK CEUS CONTAINING VERTICAL REBAR SHALL BE SCUD GROUTED. 7. USE OBP TYPES MORTAR PROPORTIONED USING ASTr-1 C 270. 1 PART CEMENT TO 1/2 PART UME T04-1/2 PARTS DAMP, lOOSE SAND. 8. GROUT FOR CONCRETE BLOCK PER AS7N C 476 TO fl£ 1 PART l.CM~NT 70 J PARTS SAND (GROUT MAY lVNTAIN 2 PARTS 3/8" PEA GRAVEL IF WEATHER C.VNDff!ONS ARE FAVORABLE AND BLOCK UNOBSTRUCTED CELL SIZE IS 5UFFIUENT TO ALLOW GOOD GROUT FLOW). WATER SHALL BE ADDED TO PRODUCE GCXJD GROUT FLOW WITHOUT SEGREGATION OF THE CONSJRIENTS. 9. BLOCK STEM MAY[]£ WET-SET 1-1/2" INTO THE FOOTING WHILE THE CONCRETE IS PLA.SITC. BLOCK STEM MAY fJ£ PL4CED TO EITHER EDGE OF THE TRENCH TYPE FOOTING. 10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NA71.)RAl SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90 %, 11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND INSPECT/ON TO BE WHEN THE REQUIRED VERTIC1l IS IN Pu'ICE II.ND THE BLOCK WALL IS READY TO GR.WT, 12. MAXIMUM CONTROL JOINT SPACING: 40' 0/C OR 20' 0/C IF THE WALL 15 TO BE STVCW COATED. I MAX. 12812 PILASTER CMU -SOLID GROUTED (2) /4 VERTICAL -AS SHOWN /4 HORZ CONT. FROM 6' HIGH "'---WALL RUN THROUGH PILASTER FOOTING. ofEss, 7' TO DA YLIGH T £Cl "1 Cl ~~ d 4'<,~ '(\'( s . ~--------------- ' " "' ,._Iv ,<.,. ' t 7' TO DA YLIGHT "' () -~ 8" CONT. MCMILLIN CONST. ROBERTSON RANCH CARLSBAD t.,--rn w n1 LX'. I-(/) ;u 01925 EXP. 12-51-2008 * Oreo Wall System Site Wall APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 01/30/01 DRAl"lN BY, JAH/C.G JOB NUMBER,02100h3 FILE, REVISIONS, NOT TO SC.ALE: HOWARD ASSOCIATES landscape architecture , : ~ 2 <l l <I 9660 rio ,~r. die go drhe ,ui.e 350 ••n d1<g~ c• ~2108 &Jg 7!8 'l660 1'-J" SQ. MCMILLIN CONST. ROBERTSON RANCH CARLSBAD , B "I 12" Sq. Oreo Split-Face Pilaster "-~ NOT TO SC.ALE "AS-BUILT tt P.E. EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE BENCHMARK: DESCRIPTION: STANDARD M-1O STREET CEN /ERLINE M'LL MONUMENT LOCATION: CENTERLINE OF £L CAMINO REAL AT ENC/NEER's STATION 454+92 PER RS 1800-1 RECORD FROM: COIJN TY BENCH LEVELS (NO. COIJN TY VERT. CONTROL DA TA) ELEVATION: 68. 419 DA TUM: U.S. C. &-C. S. /1\ CG DATE INITIAL ENGINEER OF WORK FOR 85 MPH 3 SEC. GUST@ EXP C DESIGN CRITERIA: PER THE 2007 CBC 1. ALLOWABLE SOIL BEARING PRESSURE= 1500 PSF 2. ALLOWABLE LATERAL PASSNE PRESSURE = 250 PCF TOP OF PILASTER PER PLAN---~ 4 4" PRECAS T CAP -- © STONE VENEER EXTERIOR SIDES OR ALL SIDES (AS PER PLAN) ,r:;\ 12812 PILASTER ~ CMU -SOLID GROUTED (2) #5 VERT DROP-IN BARS- NO TE: WHERE PLAN INOICA TES STONE Vf:NEER ON ALL SIDES. ADD STONE Vf:NEER ANO BATT.,_,,,,, TO ALL SIDES AS SHOWN 7' TO DAYLIGHT d • .... • 1'-3' SQ. 3. GROUT STRENGTH = 2000 PSI@ 28 DAYS. 4. REINFORCING STEEL : GRADE 60. 5. SEISMIC • 1 SEC. ACCELERATION = 70 %. 6. 1500 PSI MASONRY COMPRESSION STRENGTH. NOTES: 1. CONCRETE BLOCK SHALL CONFORM TO ASTM C 9D. ORCO STD. PREGSION OR SPLIT FACE MAY BE USED 2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 1-1/l PARTS SAND TO J-1/2 PARTS GRAVEL WI/HA 11AXIMUM OF 1-1/l GALLONS OF WA TCR PCR SACK. PORTL4ND CCMC:NT Sf/ALL CONT-ORM TO ASTM C 150 TYPE II/V. Fe = 2500 PSI J. REINFORCING STEEL SHALL BE DEFORMEO ANO CONFORM TO ASTM A 615 GRADE 60. PROVIDE 48 BAR DIAMETER lAP. 4.REBAR SHALL BE CENTERED IN THE CONC.RETE BLOCK CELL IN WHICH IT IS LCXATED. 5. lVM..RETE BLOCK SHALL BE LA YEO IN A RUNNING BOND PATTERN WITH VERTIC4.L CVNTINUITY OF THE CELLS UNO, 2· WIDE x 4• HIGH x 76' FASCIA TO MATCH CAP 6. ALL BLOCK CELJS CONTAINING VC:RTICAL REBAR SHALL OE SOUO GROUTED. 3' CLR. 7. USE OBP TYPES MORTAR PROPORTIONED USL'VG ASTM C 270. 1 PART CEMENT TO 1/2 PART UME TO 41/2 PARTS DAMP, LOOSE SAND. 8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART CEMENT TO 3 PARTS SAND (GRDIJT MAYCONT"1N 2 PARTS 3/8" PEA GRAVEL IF WEATHER CONDITIONS ARE FA VORI\BLE AND BLOCK UNOBSTRUCTED CELL SIZE JS SUFFIUENT TO ALLOW GOOD GROUT FLOW). WATER SHALL BE ADDED TO PRODUl""E GODO GROUT FLOW WITHOUT SEGREGATION OF THE CONSlTUENTS. 9. BLOCK S7EM MAY 8£ wtr-str 1-1/2" INTO THE F0071NG WHILE THE CONCRETE IS P!.ASTIC BLOCK STEM MAY 8£ PL4CED TO EITHER EDGE OF THE TRE."JCH TYPE FOOTING. 10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR ON COMPACTED Fill WITH A MJNIMU/11 COMPACTION OF 90 %. 11. FIRST INSPECTION TO BE AFTER FOOTING TREr.JCHES ARE READY FOR CONCRETE /WO ALL REQUIRED STEEL IS TTED IN Pl.ACE. SECOND INSPECTION TO BE WHEN THE REQUIRED VERTIC1l IS IN PLACE AND TH£ BLOCK WALL JS READY TO GROUT. 12. MAXIMUM CONTROL JOINT SPAGNG: 4/J' O/C OR 20' 0/C IF THE WALL IS TO BE STUCCO COATED, 12812 PILASTER CMU -SOLID GROUTED ~ (2) #5 VERnCAL -AS SHOWN .,,:;;==~ of ESS I ......__ /4 HORZ CONf FROM 6' HIGH WALL RUN THROUGH PILASTER FOOTING. s . MCMILLIN CONST. ROBERTSON RANCH C4RLSBAD --z_ (!)._ -ff'\ ~ f-(/) ~ C3I925 Exp. 12-31-2008 * 12" Sq. Oreo Split-Face Pilaster -10'-4" Max. SPECIFICATION REVISION [IT[] CITY OF CARLSBAD [m] 8 PIJ\NNING DEPARTMENT 9 CONSTRUCTION PLAN FOR: ROBERTSON RANCH PA 15 c.r. 02-16 I AP~~~, <-r=. t:Ji.Jt Pl.ANNING {q·'Z~ -=-~ I DATE DWN BY: PROJECT NO. DRAWING NO. DATE INn'L'IL DATE INITIAL CHKD BY: SOP 06-04 450-6L REVISION DESCRIPTION OlliER N'PROVN._ CITY N'PROVAL RVWD BY: CMWD J:. U1 0 t E, r SECTION 03200 CONCRE.1 E REINFORCEMENT PART 1 -GENERAL 1.1 DESCRIPTION: .1 RELATED WORK DESCRIBED ELSEWHERE: A. CAST-IN-PLACE CONCRETE: SECTION 03300 8. CONCRETE UNIT MASONRY: SECTION 04100 1 2 QUALITY ASSURANCE: . 1 COMPLY WITH PERTINENT PROVISIONS OF FOLLOWING STANDARDS, EXCEPT AS I IEREIN MODIFIED: .2 CONCRETE REINFORCING STEEL INSTITUTE (CRSI) "MANUAL OF STANDARD PRACTICE"; .3 AMERICAN CONCRETE INSTlrUTE (ACI) 318. .4 MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURE (ACI) 315 1.3 SUBMITT ALS: . 1 SHOP DRAWINGS, REINFORCE~IENT: SUBMIT SHOP DRAWINGS FOR FABRICATION, BENDING, AND PLACEMENT OF CONCRETE REINFORCEMENT. COMPLY WITH AC! 315 "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" SHOWING BAR SCHEDULE, STlf<RUP SPACING, DIAGRAMS OF BENT BARS, ARRANGEMENT OF CONCRETE REINFORCEMENT. INCLUDE SPECIAL REINFORCEMENT REQUIRED AND OPENINGS THROUGH CONCRETE STRUCTURES. 2 MILL CERTIFICATES SUBMIT STEEL PRODUCER'S CERTIFICATES OF MILL ANALYSIS, TENSILE. AND BEND TESTS FOR REINFORCING STEEL 1.4 PRODUCT HANDLING: DELIVERY: DELIVER REINFORCEMENT TO THE JOB SITE BUNDLED, TAGGED, AND MARKED. USE METAL TAGS INDICATING BAR SIZE, LENGTHS, AND OTHER INFORMATION CORRESPONDING TO MARKINGS SHOWN ON PLACEMENT DIAGRAMS. 2 STORAGE: STORE REINFORCEMENT AT THE JOB SITE IN A MANNER TO PREVENT DAMAGE AND ACCUMULATION OF DIRT AND EXCESSIVE RUST PART 2 -PRODUCTS 2.1 MATERIALS, .1 REINFORCING BARS: COMPLY WITH ASTM A 615-79 (DEFORMED BARS) NO. 5 BARS AND SMALLER, GRADE 60: ALL OTHERS GRADE 60. .2 STEEL WIRE COMPLY WITH ASTM A 82. 3 WELDED WIRE FABRIC: COMPLY WITH ASTM A 185-73. .4 SUPPORTS FOR REINFORCEMENT. BOLSTERS, CHAIRS, SPACERS, AND OTHER DEVICES FOR SPACING, SUPPORTING, AND FASTENING REINFORCEMENT IN PLACE: A. USE WIRE BAR TYPE SUPPORTS COMPLYING WITH CRSI RECOMMENDATIONS, UNLESS OTHERWISE INDICATED. DO NOT USE WOOD, BRICK, AND OTHER UNACCEPTABLE MATERIALS, 2.2 Ft,BRICATION: 1 GENERAL: FABRICATE REINFORCING BARS 10 CONFORM TO REQUIRED SHAPES AND DIMENSIONS, WITH FABRICATION TOLERANCES COMPLYING WITH CRSI MANUAL. IN CASE OF FABRICATION ERRORS, DO NOT RESEND OR STRAIGHTEN REINFORCEMENT IN A MANNER THAT WILL INJURE OR WEAKEN THE MA lERIAL. 2 UNACCEPTABLE MATERIALS: REINFORCEMENT WITH ANY OF THE FOLLOWING DEFECTS WILL NOT BE PERMITTED IN THE WORK: A. BAR LENGTHS, DEPTHS, AND BENDS EXCEEDING SPECIFIED FABRICATION TOLERANCES. 8. BENDS OR KINKS NOT INDICA 1 ED ON DRAWINGS OR FINAL SHOP DRAWINGS. C. BARS WITH REDUCED CROSS-SECTION DUE TO EXCESSIVE RUSTING OR OTHER CAUSE. PART 3 • EXECUTION 3.1 INSPECTION: .1 EXAMINE THE SUBSTRATE, FORMWORK, AND THE CONDITIONS UNDER WHICH CONCRETE REINFORCEMENT IS TO BE PLACED, AND CORRECT CONDITIONS WHICH WOULD PREVENT PROPER AND TIMELY COMPLETION OF THE WORK. DO NOT PROCEED WITH THE WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED 3.2 INSTALLATION: 1 COMPLY WITH THE SPECIFIED STANDARDS FOR DETAILS AND METHODS OF REINFORCEMENT PLACEMENT AND SUPPORTS, AND AS HEREIN SPECIFIED. .2 CLEAN REINFORCEMENT TO REMOVE LOOSE RUST AND MILL SCALE, EART11, AND OTHER MATERIALS WHICH REDUCE OR DESTROY BOND WITH CONCRETE. 3 POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORM WORK, CONSTRUCTION, OR CONCRETE PLACEMENT OPERATIONS. 4 INSTALL WELDED WIRE FABRIC IN AS LONG LENGTHS AS PRACTICABLE, LAP ADJOINING PIECES AT LEAST ONE FULL MESH 5 SPLICES PROVIDE STANDARD REINFORCEMENT SPLICES BY LAPPING ENDS. PLACING BARS IN CONTACT, AND TIGHlLY WIRE TYING. SECTION 04100 CONCRETE UNIT MASONRY PART 1 -GENERAL 1.1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SUPPLEMENT ARY CONDITIONS AND DIVISION 1 ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED I IEREIN. 1.2 SCOPE THE WORK INCLUDES THE FURNISHING AND INST ALLING OF ALL CONCRETE UNIT MASONRY WORK, INCLUDING REINFORCING STEEL AS SHOWN AND NOTED ON THE DRAWINGS AND SPECIFIED HEREIN. 1.3 CODES AND STANDARDS: EXCEPT AS MODIFIED BY THE REQUIREMENTS SPECIFIED HEREIN AND/OR THE DETAILS ON THE DRAWINGS, ALL WORK INCLUDED IN THIS SECTION SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE FOLLOWING CODES AND STANDARDS: UNIFORM BUILDING CODE, 1994 EDITION, CHAPTER 21, "MASONRY". AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) THE SPECIFICATIONS AND STANDARDS HEREINAFTER REFERRED TO, LATEST EDITIONS. 1.4 CERTIFICATIONS: CONl RACTOR SHALL FURNISH A CERTIFICATE, EXECUTED IN TRIPLICATE, S,ATING THAT ALL CONCRETE BLOCKS HAVE BEEN PROPERLY AND THOROUGHLY CURED AT THE PLANT BEFORE SHIPMENT, AND THAT THEY CONFORM TO ALL OF THE REQUIREMENTS OF THIS SPECIFICATIONS EACH CERTIFICATE SHALL BE SIGNED BY THE BLOCK MANUFACTURER AND SHALL CONTAIN THE NAME OF THE CONTRACTOR, THE PROJECT LOCATION, AND THE QUANTITY AND DATE OR ~ATES OF SHIPMENT OR DELIVERY TO WHICH THE CERTIFICATE APPLIES. 1 5 STRENGTHS OF MORTAR AND GROUT .1 MORTAR STRENGTHS: MORTAR FOR GROUTED UNIT MASONRY SHALL BE TYPE S MORTAR IN ACCORDANCE WITH CHAPTER 21 OF THE UNIFORM BUILDING CODE, 1994 EDITION AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AT 1800 PSI . .2 GROUT STRENGHTS: 2000 PSI AT 28 DAYS 1.6 HANDLING ANO STORAGE IMMEDIATELY UPON DELIVERY TO THE SITE, MASONRY UNITS SHALL BE STACKED UNDERCOVER OR OTHERWISE PROTECTED FROM EXPOSURE TO THE WEATHER AND FROM CONT ACT WITH SOIL. CARE SHALL BE EXERCISED IN HANDLING THESE ITEMS TO AVOID CHIPPING AND BREAKAGE AND TO PROTECT THEM FROM DAMAGE. USE OF DAMAGED BLOCKS WILL NOT BE PERMITTED. JNITS SHALL BE STORED ON PALLETS OR TEMPORARY WOOD FLOORS OrF Tl IE GROUND AND OUT OF THE WAY OF OTHER TRADES PART 2 -PRODUCTS 2.1 CONCRETE MASONRY UNITS, .1 CONCRETE MASONRY UNITS: HOLLOW LOAD-BEARING UNITS. CONFORMING TD ASTM C90-75, GRADEN, TYPE 1, LIGHTWEIGHT UNITS, EXCEPT THAT UNITS SHALL HAVE A MAXIMUM LINEAR SHRINKAGE OF 0.06%. PROPER SPECIALLY SHAPE UNITS SHALL BE USED TO PROVIDE FOR BOND BEAMS AND LINTELS WITH A MINIMUM OF UNIT CUTTING. BLOCK SHALL BE STANDARD UNITS, 6" X 8" X 16" AND 16" X 8" X 16" NOMINAL IN SIZE. ALL UNITS SHALL BE STANDARD COLOR ANO TEXTURE UNLESS OTHERWISE NOTED .2 CEMENT: STANDARD TYPE II PORT ALAND CEMENT, CONFORMING TO ASTM C150-77, LOW ALKALI. 3 LIME: HYDRATED, CONFORMING TO ASTM C207-76, TYPES. 4 MORTAR SAND: NATURAL SAND, CLEAN AND GRADED, CONFORMING TO ASTM C'.44-76. OTHE 5 GROUT AGGREGATE: CLEAN AND GRADED CONCRETE AGGREGATES, CONFORMING TO ASTM C33-77. 6 WATER: FRESH, CLEAN, ANO POTABLE. AND FREE FROM SUCH AMOUNTS OF MINERAL AND ORGANIC SUBSTANCES AS WOULD ADVERSELY AFFECT THE HARDENING OF CEMENT MORTAR. .7 REINFORCING STEEL: FURNISH AND INSTALL REINFORCING STEEL FOR GROUTED BLOCK MASONRY UNDER THIS SECTION IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 03200, "CONCRETE REINFORCEMENT". 2.2 CONCRETE FOOTING: 1 PORTLAND CEMENT: ASTM C 150, TYPE I OR II. FOR EXPOSED CONCRETE, USE ONLY ONE BRAND FROM ONE MILL. .2 CONCRETE AGGREGATES: ASTM C 33. USE AGGREGATES FROM SAME SOURCE AND PIT FOR ENTIRE PROJECT. .3 MIXING WATER: FRESH, CLEAN AND POTABLE, FREE FROM INJURIOUS AMOUNTS OF OIL, ACID, ALKALI OR ORGANIC MATTER. .4 MIXING OF CONCRETE: ALL lRANSIT-MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR EASY MIXED CONCRETE. ASTM SPECIFICATIONS C-94. . 5 STANDARD REQUIREMENTS: CLASS "A" CONCREl E SHALL CONTAIN NOT ,_ESS THAN 6-112 SACKS OF CEMENT PER CUBIC YARD, AND SHALL BE PROPORTIONED TO ATTAIN A MAXIMUM CYLINDER STRENGTH OF 2,000 PSI IN 28 DAYS. COMPRESSIVE STRENGT11S ARE TO BE DETERMINED IN ACCORDANCE WITH ASTM C-39. .6 REINFORCING BARS: ASTM A 615. GRADE 60 FOR REINFORCEMENT IN CONCRETE BLOCK MASONRY ANO BRICK MASONRY. ASTM A 615, GRADE 60 FOR CONCRETE REINFORCEMENT. BUNDLE AND TAG WITH INDENTIFICATION AND I IEAT NUMBER. .7 WELDED WI RI" FABRIC: ASTM A 135. EXCEPT THAT ULTIMATE STRENGTH NEED NOT EXCEED 55,000 PSI DELIVER AND PLACE FABRIC IN FLAT SHEETS 8 SUPPORTS AND SPACERS: TYPES AND SIZES REQUIRED TO MAINTAIN POSITIONING OF BARS AND WIRE FABRIC IN LOCATIONS SHOWN ON DRAWINGS DURING CONSTRUCTION SHALL BE PRECAST CONCRETE CUBES WITH TIE WIRES 9 AIR ENTRAINING AGENT ASTM C 260 16, 17, 20 PART 3 -EXECUTION 3.1 UNIT MASONRY CONSTRUCTION .1 GENERAL: WALLS SHALL BE STRAIGHT, PLUMB, AND TRUE, WITH ALL COURSES TRUE TO LINE AND LEVEL, BUILT TO DIMENSIONS SHOWN, ALL CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLID WITH GROUT, UNLESS OTHERWISE NOTED ON DRAWINGS. BLOCKS SHALL BE LAID UP IN RUNNING BOND 2 JOINTS BOTH VERTICAL AND HORIZONTAL JOINTS SHALL GE UNIFORMLY 318" TO \'," THICK, WITH MORTAR COVERAGE FOR FULL SHELL THICKNESS AT BOTH VERTICAL AND HORIZONTAL JOINTS. .3 BED JOINTS THE TOP SURFACE OF THE CONCRETE FOOTINGS OR OTHER BED JOINTS MUST BE CLEAN, SMOOTH CONCRETE WITH AGGREGATE EXPOSED BEFORE START OF LAYING. TOPS OF FOUNDATIONS SHALL BE SANDBLASTED, IF NECESSARY, TO REMOVE LAITANCE f'OR EXPOSING AGGREGATES IN THE CONCRETE. FOUNDATION TOPS SHALL BE KEPT CLEAN DURING Tl1E CONSTRUCTION BY CLEANING AT LEAST ONCE A DAY .4 REINFORCEMENT VERTICAL REINFORCING BARS SHALL BE HELD IN PLACE BY STANDARD REINFORCING SUPPORTS. HORIZONTAL BARS SHALL BE TIED TO VERTICAL BARS AS TIIE BLOCK WORK PROGRESSES AND SHALL BE EMBEDDED IN GROUT. "AS-BUILT " APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 01/30/01 DRAY'-lN SY, JAH/C-<;, JOB NIJM6ER,O21OOh3 FILE, HOWARD REVISIONS, ASSOCIATES landscape architecture r I Ii ;J 9 I 9 888·J r,o eo.n diego drtve ,u,,.e 350 ,an dlfgo ca 9210~ 619 71R ·lfiW EXP. DAll CF CAI- P.E. EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE .5 WATERPROOFING MATERIAL: SHALL BE THORO-SEAL OR APPROVED EQUAL. 6 GROUTING· GROUTING MIX: GROUT SHALL BE DESIGNED ,N ACCORDANCE WITH UBC 2103 FOR MANUFACTURER DESIGN MIXES. THE USE OF AN ADMIXTURE FOR THE PURPOSE OF REDUCING WATER CONTENT WILL BE PERMITTED, SUBJECT TO APPROVAL BY THE OWNER OF THE ADMIXTURE, AND PROVIDED THE STRENTH OF GROUT IS NOT IMPAIRED. WATERPROOFING ADMIXTURE SHALL BE ADDED IN AMOUNT RECOMMENDED BY THE MANUFACTURER BUT NOT TO THE EXTENT THAT GROUT STRENGTH SPECIFIED IS IMPAIRED . 7 CONSTRUCTION: GROUT CONSTRUCTION SHALL CONFORM TO ALL REQUIREMENTS OF THE UNIFORM BUILDING CODE. GROUT SHALL BE PLACED BY MEANS OF AN APPROVED GROUT PUMP CAPABLE OF HANDLING AT LEAST 12 CU. YDS. PER HOUR OF THE SPECIFIED 3/8" MAXIMUM SIZE AGGREGATE MIX. 3.2 COLD WEATHER REQUIREMENTS: IF IT IS NECESSARY TO LAY BLOCK DURING FREEZING WEATHER, MATERIALS SHALL GE HEATED AS REQUIRED BEFORE INCORPORATING IN THE WORK. FURTHER, MASONRY SHALL BE PROTECTED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE. 3.3 CLEANING: AFTER ERECTION AND POINTING, ALL MASONRY SHALL BE CLEANED DOWN WITH STIFF BRUSHES AND WATER, FOLLOWED BY A THOROUGH RINSING WITH CLEAN WATER. 3.4 CURING: AT I ENTION SHALL BE GIVEN TO THE PROPER CURING OF MORTAR JOINTS AS WELL AS THE GROUT CONCRETE POUR. THE MASONRY WORK AND THE TOP OF Tl IE GROUT POUR SHALL BE KEPT DAMP BUT NOT SATURATED FOR AT LEAST 7 DAYS TO PREVENT 100 RAPID DRYING DURING HOT OR DRYING WEATHER, AND DRYING WINDS. 3.5 PROTECTION: MASONRY SURFACES SHALL BE COVERED WITH NON-STAINING WA l ERPROOF PAPER WHEN NECESSARY TO PROTECT THEM FROM RAIN OR FROM HOT, DRY WEATHER SURFACES NOT BEING WORKED ON SHALL BE PROTECTED. 3.6 TOLERANCES: .1 THE FOLLOWING TOLERANCES SHALL APPLY TO THE MASONRY WORK. PLUMB; IN 1D FEET -¼H. LEVEL 20 FEET MAXIMUM -'/4" IN 40 FEET OR MORE.½•. SECTION 09900 PAINTING PART 1 GENERAL 1.1 GENERAL CONDITIONS THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.2 SUMMARY: THE WORK INCLUDED$ ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY 10 PERFORM Tl1E WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. DESCRIPTION -DEFINITIONS: THE TERM "PAINl", AS USED HEREIN, MEANS ALL COATING SYSTEMS MATERIALS INCLUDING PRIMERS, EMULSIONS, EPOxY, ENAMELS, SEALERS, FILLERS, AND OTHER APPLIED MATERIALS W~ETHER •JSED AS PRIME, INTERMEDIATE, OR FiNISH COATS. 2 QUALITY ASSURANCE A. REVIEW OTHER SECTIONS OF THESE SPECIFICATIONS AS REQUIRED, VERIFYING THE PRIME COATS TO BE USED AND ASSURING COMPATABILITY OF THE TOTAL COATING SYSTEM FOR THE VARIOUS SUBSTRATE. 8. FURNISH INFORMATION ON THE CHARACTERISTICS OF THE SPECIFIC FINISH MATERIALS TO ENSURE THAT PRIME COATS USED ARE COMPATIBLE. C. PROVIDE BARRIER COATS OVER NON-COMPATIBLE PRIMERS, OR REMOVE 'HE PRIMER AND RE· PRIME AS REQUIRED. D. NOTIFY fHE ARCHITECT IN WRITING OF ANTICIPATED PROBLEMS IN USING THE SPECIFIED COATING SYSTEMS OVER PRIME COATING SUPPLIED UNDER OTHER SECTIONS . 1.3 SUBMITTAL$ .1 MANUFACTURER'S DATA A. COMPLETE MATERIALS LIST OF ALL ITEMS PROPOSED TO BE FURNISHED AND INSTALLED UNDER THIS SECTION 8. MANUFACTURER'S SPECIFICATIONS AND OTHER DATA REQUIRED TO DEMONSTRATE COMPLIANCE WITH THE SPECIFIED REQUIREMENTS. C FOR INFORMATION ONLY, SUBMIT TWO COPIES OF MANUFACTURE'S SPECIFICATIONS AND APPLICATION INSTRUCTIONS FOR EACH MATERIAL 1.4 SAMPLES SUBMIT FOR ARCHITECTS REVIEW. 1.5 PRODUCT HANDLING . 1 DELIVER ALL MATERIALS TO THE JOB SITE IN UNOPENED, ORIGINAL CONTAINERS BEARING THE MANUFACTURE'S NAME AND LABEL. .2 PROVIDE PROPER STORAGE TO PREVENT DAMAGE TO, AND DETERIORATION OF, PAINT MATERIALS. 3 USE ALL MEANS NECESSARY TO PROTECT THE MATERIALS OF THIS SECTION BEFORE, DURING AND AFTER INSTALLATION AND TO PROTECT THE WORK AND MATERIALS OF ALL OTHER TRADES .4 IN THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS AND 2 5 REPLACEMENTS NECESSARY TO THE APPROVAL OF THE ARCHITECT AND AT NO ADDITIONAL COST TO THE OWNER. NAIL A\ CG SPECIFICATION REVISION BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE M"LL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENC/NEER's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LE'k'LS {NO COUNTY VERT. CONTROL DA TA) ELEVATION: 68.419 DATUM: /J.S.C. ck G.S. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION .4 IN THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS AND 2.5 REPLACEMENTS NECESSARY TO THE APPROVAL OF THE ARCHITECT ANO AT NO ADDITIONAL COST TO THE OWNER. NAIL 1.6 JOB CONDITIONS .1 DO NOT APPLY SOLVENT THINNED PAINTS WHEN TEMPERATURES OF SURFACE TO BE PAINTED AND THE SURROUNDING AIR TE~1PERATURE ARE BELOW 45 DEGREES F., UNLESS OTHERWISE PERMITTED BY THE MANUFACTURER'S PAINTING INSTRUCTIONS . .2 DO NOT PAINT IN RAIN, FOG, OR MIST; OR WHEN THE RELATIVE HUMIDITY EXCEEDS 85%; OR TO DAMP OR WET SURFACES . 1.7 REGULATORY REQUIREMENTS ALL MATERIAL AND APPLICATION OF MATERIAL SHALL COMPLY WITH THE PROVISIONS IN ALL AIR POLLUTION CONTROL REGULATIONS. PART 2 PRODUCTS 2.1 MATERIALS .1 DESIGN IS BASED ON USE OF PAINT PRODUCTS MANUFACTURED BY SINCLAIR OR EQUAL. 2 COLORS AS INDICATED ON DRAWINGS. 3 UNDERCOATS AND THINNERS -PROVIDE UNDERCOAT PAINT PRODUCED BY THE SAME MANUFACTURER AS THE FINISH COAT. USE ONLY THE THINNERS RECOMMENDED BY THE PAINT MANUFACTURE, AND USE ONLY THE RECOMMEND LIMITS. INSOFAR AS PRACTICABLE, USE UNDERCOAT, FINISH COAT, AND THINNER MATERIALS AS PART OF A UNIFIED SYSTEM OF PAINf HNISH. .4 THINNER -AS RECOMMENDED BY EACH MANUFACTURER FOR HIS RESPECTIVE PRODUCT. .5 STANDARDS -PROVIDE PAINT MATERIALS WHICH MEET OR EXCEED THE STANDARDS LISTED FOR EACH APPLICATION. 2.2 APPLICATION EQUIPMENT .1 GENERAL -FOR APPLICATION OF THE APPROVED PAINT, USE ONLY SUCH EQUIPMENT AS IS RECOMMENDED FOR APPLICATION OF THE PARTICULAR PAINT BY THE MANUFACTURE OF THE PARTICULAR PAINT. .2 COMPATIBILITY -PRIOR TO ACTUAL USE OF THE APPLICATION EQUIPMENT, USE ALL MEANS NECESSARY TO VERIFY THAT THE PROPOSED EQUIPMENT IS ACTUALLY COMPATIBLE WITH THE MATERIALS l O BE APPLIED AND THAT THE INTEGRITY OF THE FINISH WILL NOT BE JEOPARDIZED BY USE OF THE PROPOSED APPLICATION EQUIPMENT. 2 3 OTHER MATEIALS .1 ALL OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION OF THE WORK OF THIS SECTION, SHALL BE NEW FIRST QUALITY OF THEIR RESPECTIVE KINDS, CONFORMING TO THE STANDARDS OF THE INDUSTRY PART 3 EXECUTION 3.1 SURFACE CONDITIONS INSPECTION· PRIOR TO INSTALLATION OF THE WORK OF THIS SECTION, CAREFULLY INSPECT THE INSTALLED WORK OF ALL OTHER TRADES AND VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE PAINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. VERIFY Tl1AT PAINTING MAY BE COMPLETED IN STRICT ACCORDANCE WITH THE MANUFACTURE'S WRITTEN RECOMMENDATION .2 DO NOT PROCEED IN AREAS OF DISCREPANCY UNTIL ALL DISCREPANCIES HAVE BEEN CAREFULLY RESOLVED 3.2 MATERIALS PREPARATION .1 MIX AND PREPARE PAINTING MAlERIALS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS .2 STORE MATERIALS NOT IN ACTUAL USE IN TIGHTLY COVERED CONTAINERS. .3 MAINTAIN CONTAINERS USED IN STORAGE, MIXING, AND APPLICATION OF PAINT IN A CLEAN CONDITION, FREE FROM FOREIGN MATERIALS AND RESIDUE. 3 3 SURFACE PREPARATION .1 PERFORM ALL PREPARATION AND CLEANING PROCEDURES IN STRICT ACCORDANCE WITH lHE MANUFACTURER'S WRITTEN RECOMMENDATIONS. 2 PROVIDE SURFACE APPLIED PROTECTION TO ITEMS NOT SCHEDULED TO RECEIVE PAINT FINISH PRIOR TO SURFACE PREPARATION ANO PAINTING OPERATIONS 3 CLEAN EACH SURFACE TO BE PAINTED PRIOR TO APPLYING PAINT OR SURFACE TREATMENT. 4 REMOVE OIL AND GREASE WITH CLEAN CLOTHS AND CLEANING SOLVENTS OF LOW TOXICITY AND A FLASH POINT IN EXCESS OF 100 DEGREES F., (38 DEGREES C) PRIOR TO START OF MECHANICAL CLEANING. 5 SCHEDULE THE CLEANING AND PAINTING SO THAT DUST AND OTHER CONTAMINANTS FROM THE CLEANING PROCESS WILL NOT FALL ON WET, NEWLY PAINTED SURFACES. 3.4 PAINT APPLICATION .1 BRUSH APPLICATION . .2 SPRAY APPLICATION-WHEREVER SPRAY APPLICATION IS USED, APPLY EACH COAT TO PROVIDE THE EQUIVALENT HIDING OF BRUSH APPLIED COATS, DO NOT DOUBLE BACK WITH SPRAY EQUIPMENT FOR Tl IE PURPOSE OF BUILDING UP FILM THICKNESS OF TWO COATS IN ONE PASS. .3 DRYING -ALLOW SUFFICIENT DRYING TIME BETWEEN COATS. MODIFY THE PERIOD AS RECOMMENDED BY THE MATERIAL MANUFACTURE TO SUIT ADVERSE WEATHER CONDITIONS. .4 COMPLETED WORK SHALL MATCH THE APPROVED SAMPLES OF COLOR, TEXTURE AND COVERAGE. REMOVE, REFINISH, OR REPAIR ALL WORK NOT IN COMPLIANCE WITH SPECIFIED REQUIREMENTS W1J 9 CITY OF CARLSBAD [NJ 9 PlJ\NNING DEPARTMENT ROBERTSON RANCH PA 15 c.r. 02-16 I APP~::,4 C , ~~ ~,\- f'Ld.NNING += &~-~ DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: SDP 06-04 450-6£ OlliER APPROVAL CITY APPROVAL RVWD BY: CMWO .J.: U1 0 t ~ r