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DWG 368-1L; SDP 95-01; Laurel Tree Apartments; 01-33
t GENERAL NOTES RECLAIMED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DATED OCTOBER, 1993. 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECLAIMED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECLAIMED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BBQ'S, PLAYGROUNDS, SAND TOT LOTS, ETC. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE, PONDING, RUN-OFF, OVER SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED W1THOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. SIGNAGE NOTES RECLAIMED WATER SYSTEM (PRIVATE) l CARLSBAD, CALIFORNIA SHEET TITLE SHEET NUMBER TITLE SHEET 1 LANDSCAPE CONSTRUCTION PLAN 2-5 CONSTRUCTION ENLARGEMENT 6-8 LANDSCAPE CONSTRUCTION DETAILS 9-13 IRRIG. LEGEND & NOTES 14 IRRIGATION PLANS 15-18 IRRIGATION DETAILS 19-21 TREE AND v1NE PLAN 22-25 SHRUB AND GROUND COVER PLAN 26-29 LANDSCAPE PLANTING DETAILS 30 LANDSCAPE SPECIFICATIONS 31-33 SHEETS 3, 16, 23, 27 8. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERv1SION PERSONNEL ON SITE. THE FOLLOWING GUIDELINES FOR TIHE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. SHEETS 2, 15, 22, 26 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL W1RING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECLAIMED WATER, WHETHER BY W1NDBLOWN SPRAY OR BY DIRECT APPLICATION, THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTUCTION PRACTICES OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER SPRAYING ON SIDEWALKS, STREETS, AND NON-DESIGNATED USE AREAS. 12. RECLAIMED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR USE ON RECLAIMED WATER DISTRIBUTION SYSTEMS (SPIKES NOT EXCHANGABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPE SHALL BE STENCILED WITH THE WARNING "NON-POTABLE WATER" OR "RECLAIMED WATER", COLOR CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARDS THE TOP OF THE TRENCH PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED W1TH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED LINE SHA!.L BE INSTALLED W1THIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED 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 CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY DEPARTMENT OF ENv1RONMENTAL HEALTH PRIOR TO ANY USE OF RECLAIMED WATER. 20. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: A. RECLAIMED WATER: QUICK-COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS (SPIKES NOT INTERCHANGABLE WITH POTABLE WATER QUICK COUPLER SPIKES) AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO. 7645, HUNTER NO. HV1 OOA-RL-NP OR APPROVED EQUAL. 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITIHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTIMENT OF ENv1RONMENTAL HEAL TH COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 22. DEVELOPER SHALL SHOW TIHE LOCATION OF R.C. SIGNS "DO NOT DRINK" ON THESE PLANS. 23. AN ON-SITE USER/SUPERv1SOR SHALL BE DESIGNATED IN WRITING. THIS INDMDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION, W1TH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH AND CARLSBAD MUNICIPAL WATER DISTRICT. GAIL SCOTT IN CASE OF EMERGENCY CONTACT CUATRO PROPERTY MANAGEMENT AT (619) 687-7380 GAIL SCOTT OR AFTER HOURS CONTACT CUA TRO PROPERTY MANAGEMENT AT (619) 687-7380 24. SHOW ALL PUBLIC & PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. ITEMS NOS. 8, 19 & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER. ITEM NO. 22 THE SIGNAGE PLAN SHALL BE PART OF THIS I.P. BUT THE ACTUAL SIGNS & TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF R.C. WATER. 25. ON RECLAIMED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR CODED PURPLE PER AWWA GUIDELINES AND SECTION 404954 OF THE CALIFORNIA HEALTH AND SAFETY CODE. COLOR: PURPLE BACKGROUND W1TH BLACK LETTERING. 1. GUIDELINES FOR RECLAIMED WATER USE A. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. l!I. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. D.. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. F. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OR THE PRESENCE OF RECLAIMED WATER PERSONNEL MUST BE INFORMED THAT R.C. WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED "OR DRINKING PURPOSES, HAND, TOOL WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY, IT IS IMPORTANT THIS INFORMATION DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMIT~ED TO,AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE W1TH DISTRICT STANDARDS. 1. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, W1TH THE WORDS "WARNING RECLAIMED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO -AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISED OR APPROVED EQUAL. 8. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR W1TH PLASTIC T'E-WRAP OR 2. ATTACH TO SOLENOID W1RE DIRECTLY OR WITH PLASTIC TIE-WRAP ..QB. 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. 2. EACH AU TOMA TIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITIH A SIGN BEARING THE WORDS "RECLAIMED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1° HIGH ON A PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR T'llS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTIMENT OF ENv1RONMENTAL HEAL TH IS CONFINED TO A REv1EW ONLY AND DOES NOT RELIEVE ME, AS TIHE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM NAM ES & ADDRESSES: IVY-LANDSCAPE ARCHITECTS-INC. 757 W. IVY STREET SAN DIEGO, CA 92101 PHONE NO: (619) 235-5360 REGISTRATION NO: 2145 EXPIRATION DATES: JUNE 30, 1999 (N.T.5.) WARNING RECLAIMED WATER DO NOT DRINK 12" X 36" SIZE WARNING RE LAIMED WATER DO NOT DRINK AVISO-AGUA IMPURA N TOMAR .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS TYPICAL SIGNS C: \DWG12\CWD-RW.DWG 12/12/94 A'IISO-AGUA IMPURA NO TOMAR 18" X 18" SIZE .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON v1NYL SIGNS I I ---RC------Re-.-- L _ -lll!IZI • -•Re I EXISTING POTABLE WATER SYSTEM EXISTING RECLAIMED WATER SYSTEM PROPOSED RECLAIMED IRRIGATION SYSTEM AREA OF RECLAIMED WATER USE LOCATION OF CONNECTION POINT/S-METER & BACKFLOW PREVENTION "DO NOT DRINK" SIGN LOCATIONS INSPECTION PROCEDURES DEVELOPER'S NAME: MAAG PROJECT ADDRESS: 22W. 35TH STREET, #100 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES. 8. TRENCH DEPTH. C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY). D. PIPE IDENTIFICATION. E. POINTS-OF-CONNECTION (POC'S). F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECLAIMED WATER (IF RECLAIMED WATER IS USED FOR CONSTRUCTION). iltN APPROVAL LETTER REGARDING THE INSPECTION OF TIHE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEAL TH DEPARTIMENT 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 RECElv1NG RECLAIMED WATER. 8. WARNING SIGNS AND LABELS. C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING W1NDBLOWN SPRAY, RUNOFF, AND PONDING, E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELL, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION. 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION 'M-llCH SHOULD COVER PART A, PART B AND PART G OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. --- POTABLE WATER SERv1CE LINE POTABLE WATER POINT OF CONNECTION R K 'N A'( A \JI t,_R A p A SHEETS 5, 1 1.;-RECLAIMED WATER /flHl.eJ'.a?J'it-11 POINT OF CONNECTION C k222ZZZZ2WW2wflJ AREA OF POTABLE WATER USE NATIONAL CITY, CALIFORNIA 91950 TELEPHONE: {619) 426-3595 DATE PLAN PREPARED: 7-7-98 BY: IVY-LANDSCAPE ARCHITECTS-INC. BENCH MARK DESCRIPTION: STANDARD USGS DISK STAMPED "ROCK 1887", SET IN CIRCULAR MOUNT OF CONCRETE SCALE: 1 "=80' -0" LOCATION: FROM INTERSTATE 5 EXIT PALOMAR AIRPORT!---------------------, RD. GO EAST TO LAUREL TREE LANE THENCE SOUTIH UP THE RIDGE FOR ABOUT .87 MILES TO THE TOP AND STATION. RECORDED FROM: 01-01-1987 ELEVATION: 323.62 DATUM: NAVD29 PA.CIIF'IC OCEAN cm o, D4CINITAS VICINITY MAP NOT FOR CONSTRUCTION 9-3-98 APPROVED: 4 <•~ kh;,i , ·-s. ENGINENG Pl.A ½HECKER BUil T" q-11--00 : ,:;.-3"'-"'I DATE R VIEWED CARLSBAD MUNICIPAL WATER DISTRICT SHEET CITY OF CARLSBAD 3 3 1 PLANNING DEPARTMENT PRIVATE (ONSITE) RECLAIMED &: POTABLE WATER SYSTEM FOR: SHEETS LAUREL TREE APARTMENTS SHEET_OF-SHEETS C.M.W.D. JOB NO. 86-501 ~ \0 \0 0 =it: • ,- SIDEWALK··· ,, OP!!'lrul"Y,. BOUNDARY ··-· \ .!f,..,,..~~--r~ t···-••'' I I i I ' -~ I i I I F'.A 0 0 F'.A 1·+----+-I ! ···;·_· +----.--< I. I I I " L ... _ -/1 ~-.,·-~ I I ! I I ! I I ' ' i i ! i I •••m~••m~•••H" -•--•-H m- F'.A CONCRETE FINIS~ SC~EDULE C,1 C/2 C/3 C/4 C/5 NA TLRAL Gl<EY WITI-1 UGI-IT BROOM F'INISl-l NATLRAL GREY WITI-1 UGI-IT RETARDANT F'INISl-l NATLRAL GREY WITI-111,EDLJM BOOOM F'INISl-l <VE~LAR PAVINGJ INTEGRAL COLORED CONC.?ETE WITl-l UGI-IT RETARDANT F'INISl-l NEl-liCULAR PAVING), COLOR TO BE saECTED BY LANDSCAF'E Aio!C,,UECT /OWl'IS<'S AUTHORIZED RE:?RESENT A TIVE INTEGRAL COLORE:D CONCRETE WITl-l UGI-IT RETARDANT F'INISl-l, COLOR TO BE SaECTED BY LANDSCAPE ARCl-liTECT/OWI\ER"S AUTl-lORIZED lo!EPRESENTATIVE I I "- " I REFER TO S~EET 5 FOR CONSTRUCTION NOTES. P.A ·-·~.,,,, SCALE• 1"=20'-0" IVY-LANDSCAPE ARCHITECTS-INC. 757 West Ivy Street San Diego, California 92101 (619) 835-5360 KEY MAP •••••••••••••••••••••••••••••••••••••••••••••••n•,,,,.,.,,,.,,,,,,,,.,, · · ·············-·······················,·····,···,·n,u,n,n,mn,,, ................................... , .................................... . . ~ ·:.~~:-, ·--:::~:::::::::::::::::;:;:::;:;:::::;:::::;:;:;:;:;:::::;:::~:::::;:;:::~:; :::;t;:;:::~:;:::;:;:::;:;:::;:;:{(:;:::::;:::::~: ' ·. · · ; ;,::::n:,gJ:;fI\I\?@Wt:JB:W:': ... __ ···::::,·:::::,•::::.·::.•,•::,•:.·:::J.'.'.'.','.'.'.','. ''W.',:,:•:•:•:-:•:•:-:•:•:•:•:•:•:•:•:-:•:•:f:.:,:-:-:•:•:-.-.· •· _.,,,,,w,,.-,,,.,,,-.H<v.w ~~ - ~ 7 ------- I I I I I I I I I I ·············--•--1 I I I I I I --r--..J. I 16 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING DATE CONSTRUCTION LEGEND L CONSn!UCT AC. PAVNG AT BASKETBAl.l. COLll<r P61 DET AL A, 61-EET l 2, CONSTl<UCT STARS PB< DET AL C, SHEET 9. 3, CONSTa.lCT 1-lANDRAIL PS! DETAIL C, 5,-er 9, 4. CONSTRUCT CONCIO!e:TE PA VINS F'Bi' OET AIL J.... SI-EL I ~. SeE l"Ns-1 SCI-EOll.e ~ COLOR AND Ti::XTl..RI=. 5. CONSTRLJCT EXPANSION JONT PS! OETAIL B. SI-EL, 9 CTYF'. SYMJ. 6, CONSTRUCT CONTROL JONT PS! DET AL B, $-EET 9 CTYP, SYMJ, 7, CONSTTaJCT DECORATIVE METAL FENCE PER DETAIL D, SI-EET 10. 8. CONSTRUCT Pl.AS-rs? PER DETAL D, SI-EET 10, COi.OR t>t-0 TexnRe: TO MATCH ~lclTECTLRE CTYP, SYM), 9. CONSTa.lCT DECOl;!A TIVE MET AL GA TE' 1"13! DETAIL D, SI-EET 10. , IO. FLRNSH AND NST ALL F'L.AY EOUPMENT BY COAST ~ TION :NC. Pl-!. (714)553--8065 FAX. C714) 553-8067 MANLFACTLRED BY LANDSCAPE sna.x::TLRES INC. TOT LOT "A" DWG. NO. 092032A CSEE SI-EET 6l TOT LOT "B" PLAY BOOSTS? DWG, NO. 11920328 <SEE SI-EL, 7) TOT LOT "C" F'L.A Y SH~ DWG. NO, 192032C CSE:f: SHEET Sl TOT LOT "D" DWG. NO. 1192517 CSEE SHEET 6l l COr\SmJ:T ENTRY MONUMENT A TION PER DETAIL C, $1-EET 12. 12. CONSTruGT MET AL GLJA.?Dlo!AIL 1"13! DETAIL B, 51-EET 10. 13. CONSTRUCT F'LASTS? PATIO WALL PS! ~lclTECT'S DWGS. 14. CONSTI.!UCT SHOVEL CUT TIJJ:IF EDGE, 15, CONST.?UCT F'LASTS? .?eTAINNG WALL P61 DETAI..F, SHEET L 16. CONSTRL.CT SLUMPED ELOCK .?eTAINING WALL P61 DETAIL A, 61-eET 10, 17, CONSl<UCT DOl.BLE GA Te PER DETAIL E. 51-EET I. 18. CONSTaJCT 6' CONC.?ETE C~ AND CONCRE'l"E F'EDEST121AN CUl<B .?AMF' l"E5! DET AL B. SHEET 12. 19. CON5712UCT /F'li10VIDE AND NST ALL BENCH SEA TING TO BE SELECTED BY LA/OWIIEl2'S AUTHOQIZED J:IEF'l,!ESENTATIVE. 20. Pl<!OT0-11 MASQ'IRY SOL.ND WALL PER DET AL E, SI-EET 9, 21, INLINE= F'LASTe:lo! AT 1"1,!0T0-11 SOI..ND WALL Pe:R DETAIL E, SHEET 9, 22. CO'IISTI.!UCT CONClo!ETI:: E!Li::ACH::"15 P61 DETAIL F, 51-EET 9. 23. Fl.RNls-l AND NST ALL 12' SQ. STEP STONES ON T SAND BASE. COLO.? TO BE NATUlo!AL 131,!i::'f WITl,-I MACH>E TI.!OWEi. FNISH. 24. FlRNs-l AND NSTALL PAM FOi<' BASKET BALL COIRT STI.!F'ING. COLOR TO BE APF'i,!OVED BY LAN:JSCAF'E Arza.n-ECT/OWN51 P.?1012 TO BEG~ ANY WORK. 25, RRNISH AND INSTALL BASKE:T E!ALL E:IACKBOA.?D AND POST BY COAST i<ECREA170N NC, PH. (714) 553-8065 FAX, C714l 053-8067 MA~ACTlREO BY PORTE.? ATHLETIC EQUIPMENT CO, MODEL NO, 00166540. 26. CONSTRLCT Cf-EEK WALL. CONDITION .A. F'ER DETAL A. SHEET 13. 27. CO'IISTI.!UCT CHEEK WAILL, C01'DITION 'B' F'ER DETAIL B, 5-lEET 13. 28. CONSTI.!UCT CHEEK WALL CONDl170N 'C' F'El2 De:TAIL C, SHEET 13. 29, CONSTI.!UCT 1-lAND.?AIL AT HMDICAP .?AMP PE=R DETAL D, s.:eET 12. 30. CONSTlo!UCT 6' eoNClo!E:Ti:: STI.!IF' PER DETAL D, SHEET 13. 31, FU.?NISH AND NST AILL 61:!NCH, GARDl=NSIDI!: C415l 44!:h4eoo, MODE=L "2308 CTYP. SYMJ, FLRNISH AN:) INSTALL BRASS ANCI-OR B2ACKET$ CGARDENSIDE MODEL 1>5030>. GENERAL LEGEND A. B. C. 0, E. F", G. H. L J. K. SDG!;E= TRANSFORME=R F'E=R a.E=CTRICAL !:NG.'$ DWGS. CONClo!ETE CURB PER OVL ENG.'$ OWGS. CATCH BASIN PER CVIL ENG.'$ DWGS. RIGHT-Or-WAY LN: FS! CIVIL ENG,'$ DWGS, SIDEWALK PER CIVL ENG.'S DWGS. SDG€E f>Qwe:a.r,,.e PER CIVL ENG.'S OWGS. f>l,!QPERTY LIN= PER CIVL ENG.'6 OWGS. .?ET ANNG WAILL F'ER CIVIL ENG.'S OWGS. HANDICAP PAl<KING ST ALL AND STI.!IPNG F'ER CM. ENG.'S DWGS. Tlo!ASl-l ENCLOB.LRE PEio! Al2Cl-{T'OOT'S DWGS. PAINTl::O COOSSWALKS F'ER CIVIL. E::NG.'S DWGS, L. a;1B WALL PER CIVIL l=NG.'6 DWGS. M. N. STORAGE= BUILDIIJG F'ER ARCHITeCT'S DWGS. MAILBOX PER ARCHITECT'S OWGS. "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ REVIEWED BY: INSPECTOR DATE DATE ""'""" .,, '""·"'1----+---+--------------i--t---t----t--------J I SH~ET I C rrrLAN~I~ o?p~~~~ BAD LANDSCAPE CONSTRUCTION PLAN .. , i\\\ LAU REL TREE ,J APARTMENTS ',\ ~\ \ APPROVED l.f-.li-9£ :J;l ASSISTANT PL<\NNING DIRECTOR DATE ' ~===t~~. EN;~:R o~Nl:;~K REVISION DESCRIPTION ' a~:: AP~~~::~ ~~: APPi:~::~ ~iBi~=,""'=o:,""w=""·=M:,~ ~_s_;_R_;_J_~_cs_T_N_~_._1_ D~~~NG1~ 0 ·] i -_,,.,,,....,...., FOR CONSTRUCTION 1-15-99 I I I I I I I I I I I I I I I I ·······• I I I I I I I I I I I I I r ~ ill N <I lU I-~ w w ff) ::r ;< ,u (f) b \.! w I w (f) w z _j ::r 0 I- <( L I I --I I I CONCRETE FINISH SCHEDULE C/I NATURAL Gi<EY WITI-I UGl-lT 81200M ANISH C/2 NATURAL GREY WITI-I UGl-lT RET Al2DANT FINISJ-1 C/3 NATURAL GREY WITI-I MEDIUM BROOM FNISH (VEHICULAR F'AVINGJ C/4 INTEGRAL COLORED CONCl<E:TE WITH LIGHT RETAl.!DANT FINSl-l (VEHICULAR PAVING), COLOR TO BE SELECTE3J BY LANDSCAPE ARCHITECT /OWNER'S AUTl-lOJ:2'IZED REP12ESENTATIVE C/5 INTEGRAL COLORED CONCRETE WI™ LIGl-lT l2ET ARDANT FINISH, COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT /OWNER'S AUTl-lORIZED REPRESENTATIVE REFER TO SHEET 5 FOR CONSTRUCTION NOTES. \ \ \ \ \ ' \ \ \, \\ . "\ ,, ~>;,/" xy >'Z ~ \ e,_ \\" I '\:-MH.- fr.W::7'.?-G~ '{~ -~-- ------ -- __j --~~7 --~-J. __ -------------ATC~IN EE S~~T 5 F>A SCALE:• 1"=20'-0" IVY-~DSCAPE ARCHITECTS-INC. 757 West Ivy Street San Diego, California 92101 (619} 235-5360 " -..._,_ I " _J "', ·1'_ I I I ; / I I I,( F>A I , I I llm~=• ,.,m,-.mo ""''"•"'' m.uwm. ---- I -------- I I ' ·=··~-·~··! I I I ' I I I ' I ! f I ! I ! ! i ! I I I ! I I I I I I I ' I ' I \ I I i ! ' j I I \ I I I I I ; I I I I I I I I • I ' I ' j I I I j I I / I I I I I j ! l ----------------r--, ENGINEER'S SIGNATURE REQUIRE□ ON PAGE 1 DNL Y APPROVED CATE INITIAL CONSTRUCTION LEGEND L CONST.1UCT AC. PAVNS AT BASKETBALL COUi:!T PER DeTAL A, Sl--eET I. 2. CONSTRUCT ST AR$ PER DET AL C, SHEET 9. 3. CONSll<UCT HANDi:!AIL PEi:1 DETAIL C, SHEET 9. 4. CONSTRUCT C0NCRE:TE: PAVING PER OeTAL A, SI-EeT 9. see FNSH SC.EOUL.e F"OR COLOR ANO TEXTU'1E. 5. CONST.1UCT E=XPANSION JONT PER OETAL 13, 51-lE:ET 9 CTTP. SYMJ, 6. CONSTRUCT CONTROL JOM PER OET AL B, SI-EeT 9 CT"r'P. SYMJ. 7, CONSTRUCT OE!CORATIVI!: rv'l!:T AL FENCe PER OET AIL D, SI-EeT 10. 8. CONST'1UCT PLASTeQ PER OETAL 0, SI-EET 10. COLOR AND TEXTl.RE TO MA TCl-l ARCI-ITECTUi:11!: CTYP. SYMl. 9. COOST.!LCT OECOl,!ATIVE METAL GATE PER DETAIL 0. SH:ET iO. 10. Fl.RNISH ANO NST ALL Pl.A Y ECUPMl:NT BY COAST l<l!:CRl:A TION INC. PH. (714)553·8065 FAX, <714l 553--8067 MANL..FACTLRl!:O BY LANDSCAPE STRUCTLReS 11\.C. TOT LOT "A' DWG. NO. 192032A (Sel= 51--lf:eT 6l TOT LOT "E!' Pl.A Y BOOST6! DWG. NO. 1~0028 CSEE S..eET 7l TOT LOT "C' PLAl' SHAPER DWG. NO. 11920320 CSEE SHffT 8l TOT LOT "D" DWG. NO. 1192517 CSEE Sl--eET 6l l CON,STRUCT E:NTl<Y MONUMENT A TION PEi:1 OeT AL C, Si-.EEIT 12 12. CONSTRUCT METAL GUAi:!Oi:!AL PER OETAL B, S..eE:"T 10. 13. CONSTRUCT F'LASTEQ PATIO WALL PER AACHTECrs DI/VGS. 14. CONSTRUCT SHOVEL CUT TLi:!F EDGE 15. CONSTRUCT PLASTER i<ETAINNG WALL PER OETAL f", SHEET I. 16. CONSTRUCT SLUMPl!:O a.OCK i<ET A"-"JG WALL PER OET AL A, $1--EE:i 10. 17. CONSiaJCT DOl.ELE SATE PER OETAIL i:;, 51-EET I. 18. CONSTi:11.JCT 6' COr,o.,E I E Cl.RB ANO CONCi:!ETE PEOESTI21AN CUi:18 RAMP PER OETAL E!, SHEET 12 19. CONSTRUCT /PROVIDE ANO NSTALL ee,JCH 51!:A TING TO Bl= ~TE:O BY L,A/OWI\ER'S AUTl-l0'11ZEO '1EPl<ESENT A TIV!=. 20. Pi:!OT0-11 MASONRY S0UN0 WALL PER OE:iAIL E, s-EET 9. 21. N..NI!: PLAST61 AT Pi:!OTQ-1 SOUNO WALL Pl:;,! OE:T AL E, SI-EET 9. 22. · CONSWUCT CONCRETE 8Ll!:AQ.Ei<$ PER DE:i AIL F, $--EE:T 9. 23. RJ'1NISH ANO INST ALL IT SQ, STl!:P STONeS ON 2" SAND BAS!!:. COLOi:1 TO Bl= NA TI.RAL GJ;1EY WITH MACHN: TROWEL FNSl-l. 24. l"l.RNSH ANO NSfALL PAINT FOi:1 BASKET BALL COi.RT STRPNS. COLOR TO BE APPi:101/ED BY LANDSCAPE Ai:1CHITl:;CT /01/,/t,Bl Pi:!IOR TO BEGIN'l'IG ANY WORK. 25. R.QNISH ANO INST ALL BASKE:T BALL BACKBOAl<D AND POST BY COAST ~TION NC. Pl-I. C714l 553--8065 f"AX. C714l 553-8067 MAM..FACTlRl!:O BY POi:!TER A THLl!:TIC l!:QI.JPMENT CO. MOOl!:L NO. 00166540. 26. CONSTRUCT Ci-lEE:K WALL. CONDITION 'A' PER OET AL A, SH::i=T 13. 27. CONSTi:!UCT OH"tK ~ALL. CO'IOmON 'B' PER DETAL B, 51--EE:T 12. 28, CONSTRUCT Cl-l=E:K WALL. CONDITION 'C' PER OET AIL C, SHEET 13. 29. CONSTRUCT HAN:Jl:!AL AT HANOICAP l<AWP PER OET AIL 0, 51--EE:T 12. 30. CONST!aJCT 6' COr,,Cl,IE; 11!: ::iTRIP PER DET AL D, Sl-l!:ET 13. 31. F"UJ:!NISH ANO INST ALL EEI\CI--I. GARDENSIDE: (415) 445-4500, MOOl!:L #2308 <TI'P. SYM), FLJRNIS~ AND INST ALL BRASS ANCHQI:! BkACXE I S (GAi:101!:NSIDE MOOl!:L "5030), GENERAL LEGEND A, SOGfE TRANSFORMER PER E=l..l=CTl<ICAL E:NG.'S OWGS. B. CONCRETE Cl.RB PER CIVL ENG.'S DWGS. C. CA TCl-l BASIN PER CML ENS.'S OWGS. 0. i:!IGl-lTcOF-WAY LNE: PER OVIL ENG.'S OWGS. E. SIDEWALK PER CIVL ENG.'S DWGS. F. SOG!;E: F'OWE:RLNE: Pi:;,! CIVL ENG.'S OWGS. G. PROPEi:!T'r LIN!!: PER CIVL i:NG.'S OWGS, ~-i<ETANNG WALL PER CIVL ENG.'S DWGS. L HANDICAF' F>Al<KING ST ALL ANO STRFING PER CIVL ENG.'S DWGS. J, Ti:!ASH E3\CLOSLRE PER ARCHITeerS DWGS, IC. PAINTED Ci<OSSWAI.KS PER CIVIL E:NG:S OWSS. L. CRB WALL Pi:;i:1 CIVL ENG.'$ DWGS. M, STORASI!: BUILDING PER ARCI-ITECT'S OWGS, N. MAILBOX PEI< A~TECTS DWGS. "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ REVIEWED BY: ASSISTANT PLANNING DIRECTOR OWN BY: PROJECT NO. DATE ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE 1Nli1AL CHKD BY: D.W.M. OlttER APPROVAL CITY APPROVAL RVWD BY: SDP 95-01 DRAWING NO. 368-1L FOR CONSTRUCTION 1-15-99 I ' I ' I I , i I ...... J I I ' ' i I I . , I . I ' --- I/ I I I I/ i I I: I I ' I I I I -"--r' / ~ ~""~-- I ,-r'"•' ff¾/ F~~l 'I /f !1 I // I I I I .A. , --- -..1!...!4-.JL,. /''• 'I, P.A. ••. ' ""' ,···,wT-':::::::::;.::::H , .. ~~..J 'f ____ [·-·~;r-! +~~·--~!~ ., ! ·;; ·1'~--.JJ .•. ~ ' a /ii f< ----,_ CUR6 -··· .. -~~, .. . ~~- \ - \ \ I ' \ \ \ ' \ ' \ fr3 I - I ( I '.A. ' t ... 1 I I ' ' i I I i ~---.... , ' ' I -- > ~.J \ ··-.<..:.,f :·.:·_·:~~:::~-:-::.·.~:~-----..... _______ --·-·-··---... _ ••• I ·-· "TlRF---·: \ 'TU , J ,-...~~l·~!J"J ::--" .. ---~56-5'LA"'i>ie ---_j :i &-eii~Bee p 0 "J ' !I·,,' ' ::::: :.:-~...::•:~::.:.'.:"~.7.:••··-···.i:r~·:::::.,.-·•· P.A. ,== -···"-0\\S-=> I I : LO I I I I 1--w w I ----u) I I I •w I ·2 I --1 _j I :I 10 I I-- I <( I "" 12 I CONSTRUCTION· LEGEND L CONSTRUCT AC. PAVING AT BASKl::TBAll. COURT PER DETAL A SH:ET D, 2, CONSnaJCT ST AIRS PER DET AL C, Sl-£ET 9. $. CONSTrucT ~NDRAIL f'ER DET AL C, Sl-eE:T 9. 4. CONSTRUCT CONCRETE PAVING PEI.! DETAIL A, SI-EET 9. SEE FNSI-I $Cl-eDLLE FCX! COLOJ:? AND TEXTURE. 5. CONSTRUCT EXPANSION JOM PER DETAIL B, SHeeT 9 CTYP. SYM) . 6, CONSTRUCT CONWOL JONT PER DETAIL B, Sl-eE:T 9 ITYP. SYMl. 7. CONSTiaJCT DECCX!ATIVE M::TAL FENCE PER DETAIL D, SI-EET 10. 8. CONSTRUCT ALASTER PEI.! DETAIL D. Sl-eE:T 10, COL.a.! AND TeXitRE: TO MATCH Ai:?0-ITECTURE crrP. SYM.), 9, CONSTiaJCT DECORA TlVE MET AL GA TE PB.! DETAIL D, SHEET 10. 10. F'LRNISl-l AJ\D INST All. Pl.A Y EOUPl\/cNT BY COAST ~A TQ~ NC. A-l. (714)553-8065 FAX. C714> 553-8067 MANLFACTLJRED BY LANl)SCAF'!: STRLICTLl<ESNC, TOT LOT 'A' DWG. NO. 1192032A CSE!:: SI-EET 6) TOT LOT 'B' PLAY BOOSTER DWG. NO. 1192031113 (SEE SHEET 7l TOT LOT 'C' PLAY $HAP6! DWG. NO. D92032C CSEE SHEET 8) TOT LOT 'D' DWG. NO. 092517 (SEE SHEET 6) I. CONSTrucr ENTRY MO\IL.l/\,tENT A TlON PER Dl::T All. C, SHeeT 12, 12. CONSTl2UCT MET AL GUAl20RAL PER DET AL B, S~T 10. 13. CONSTl<LICT PLASTER PATIO WALL PER ARCI-ITECT'S DWGS. 14. CONSnaJCT SHOVEL aJT TURF EDGE. 15. CONSTia.lCT PLASTER RETAINNG WALL f'ER DETAIL. F, SI-EET L 16. CONSTrucT SLL.MPED BLOCK RETAINING WALL PER DETAIL A. . 9-EET 10. 17, CONSRUCT DOUE!LE GA TE Pl=R DETAIL E=. SHeeT n, 18. CONSTl<UCT 6' CONCl<ETe ClRB AND CONCRE:TE: PEDESTRIAN CURB RAMP PER DETAIL B, SI-EET 12. 19. CONSTRLICT/Pl20VIDE AND NSTALL EENC!,, seATlNG TO BE SELECTED BY L.A.IOWl'IER'S AUTH0121ZED 12EP12ESENTA TIVE. 20, PROTO~! MASONRY SOLND WALL f'ER DETAL E=. SHEET 9. 21. INLINE F'ILASTE'I.! AT PRCTO-ll SOUND WALL PER DETAIL E:, SHEET 9. 22. CONSTii!UCT CONCRETE BLEACI-ERS PB! DETAIL F, SHEET 9. 23. FURNISH AND NSTAL.L 12" SQ, STE:P STONES ON 2" St>J\D BASE. COL~ TO BE NATURAL GREY WITH MAChN: mowa FNS-l. 24. FLRNSH AND NSTALL PAINT FOR BASKET BALL COURT SNPING. COL~ TO BE APPROVED BY LANDSCAPE ARCHITECT l0wr-EI2 PRIOR TO Bf:GIJ,,NIJG A~ WORK. 25. FURNISl AND INST All. BASKET BALL BACKBOARD AND POST BY COAST l<ECl<EATION NC. PH. (714) 553-8065 FAX. (714) 553-8067 MANUFACTURED BY PORT6! ATHLETIC E:QUPME:NT CO. MODEL NO. 00166540, 26. CONSTRUCT C>B:K WALL, CONDITION 'A" f'ER DETAL A. SH:ET 13. 27. CONSTii!UCT GEEK WALL, CONDITION 'B' PER DETAIL B, Sl-eE:T IS. 28. CONSTRUCT Cl-e:K WALL. CONDITION 'C' PER DET AL C, SI-EET 13. 29. CONSTia.lCT HANDJ:?AL AT HANDICAP RAMP PER DETAIL D, SHEET 12. 30, CONSTRUCT 6" CONCRETE: STl<IP PER DETAL D, SHEET 1$. 31. FURNISH AND INSTALL BENCH, GARDENSIDE (415) 445-4500, MODEL 112308 CTYP. SYM.l, FLRNS!,, AJ\D INST ALL BRASS ANCI-IOR B2ACKE:TS <GAl2DE:NSIDE MODEL "5000l. GENERAL LEGEND SDGEE WANSFQl:!lvER PER ELECTl<ICAL ENG.'S DWGS. CONCQETE CURB PER CML ENG.'$ OWGS. CATCH BASIN PER CIVI.. ENG.'S DWGS, RIGHT-OF-WAY LNE PER CIVIL ENG.'S DWGS. SIDEWALK PER CIVL ENG.'S DWGS. SDGeE! POWeRLN!: PER CIVL E:NG.'S DWGS. PROPERTT LII\E PER CIVL ENG.'S DWGS. i:?ET ANNG WALL PER CIVL ENG.'$ DWGS. A. B. c. D. E. F. G. H. L HANDICAP PARKINS STALL AND STRPNG PER CIVL ENG.'S DWGS. J, TRASH ENCLOSLRE P5! ARCHITE!Crs DWGS. K. L. M. N. PAINTED CIIDSSWAI.KS PER CIVIL. ENG.'S DWGS. Cl<B WALL PER CIVL ENG.'S DWGS. STORAGE: BUILDING f'ER ARCHTECT'S DWGS. MAILBOX PER ARCHITECrS DWGS. "AS BUILT" TITLE _______ _ DATE -"-•<<:.::~=:::: ' ---------------------;;;;;:,,,_ _____________ _:::=~--"'-'=·-~-----------~---------------------,------------------------.. :y"?7'"7'====-::=:--=-:==-==~--=:-:--:::-:=-:--'.:::-::-:-:----I ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIEWED BY: CONCRETE FINIS~ SC~EDULE C/1 C/2 C/S C/4 C/5 NA TLQAL G~ WI™ LIGi,,T BROOM PINISH NA TLQAL G~ WI™ LIGHT RE:T ARDANT F'II\ISH NATI..RAL G~ WITl-4 MEOILIM B.!OOM F'NISH <VEHICULAR PAVING) NTEGRAL COLOl<EO CONCRETE WITH LIGHT RETARDANT 19NISH <VEI-JICLLAR PAVING), COL.OR TO BE SELECTED BY LANDSCAPE Al<Cl-llTECT /OWNEl2'S AUTI-ORIZED REPRESENTATIVE INTEGRAL COLORED CONCRETE WITH LIGHT RETARDANT 19NISI-J, COLOR TO BE SELECTED BY LANDSCAPE ARCI-JITECT/OWNER'S AUTHORIZE:D RS"RE:SE:NT A TIVE REFER TO S~EET 5 FOR CONSTRUCTION NOTES. i ... I I! II iii LIJ,I ii I /5~#•H·"f SCALE• 1"=20'-0' [§J IVY-LANDSCAPE ARCHITECTS-INC. 757 West Ivy Street San Diego, California 92101 (619) 235-5360 ........ ···1 ......... T ENGINEERING Pl.ANCHECKER DATE INSPECTOR DATE lt---t-----+------------+--+-----+---+------11 SH4EET I CITY OF CARLSBAD ~3 ~==-===:::::PU..:::::::::N:::::N:::::IN::::G=DE=P:::A::;:R=TM=E=N:::T:::==:::::::'...'.~==~ LANDSCAPE CONSTRUCTION PLAN DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL APPROVED LAUREL TREE APARTMENTS OWN BY: PROJECT NO. DRAWING NO. ~:g ~': D.W.M. SOP 95-01 368-1 L FOR CONSTRUCTION 1-15-99 .. "'""'"r- 1 I I ~: I-I w• I I I ) I - ___ ., -J,'" ~ ---~~~-,w,~ l \ I -- I I I i . .,.L,.,.., ... ,,.._.,, I I \ .... ,i···:·····-···•·"'" --,, CONCRETE FINISH SCHEDULE C/1 C/2 C/3 C/4 C/5 NATURAL GREY WITH LIGHT BROOM FII\ISl-1 NA TIJRAL GREY WITH LIGHT RETARDANT FINISH NATURAL GREY WITH MEDIUM BROOM FINISH (VEI-IICULAR F'AVINGl INTEGRAL COLORED CONCRETE WITH LIGHT 12ET ARDANT FINISH CVEH~ULAR PAVING), COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT /OWNER'S AUTHORIZED REPRESENTATIVE INTEGRAL COLORED CONCRETE: WITH LIGHT RETARDANT FINISH, COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT /OWNER'S AUTHORIZED REPRESENT A ilVE ---1 I I I i REFER TO Sf-lEET 2 FOR CONSTRUCTION LEGEND. I ! ' i i __ ....... ,, ,,.. ...... ,,.. :±::-~~I~ 12 see ------ \ \ \ SCALE= 1"=20'-0" - IVY -LANDSCAPE ARCHITECTS-INC. 757 West Ivy Street San Diego, California 92101 (619) 235""'.'5360 -- -,,1_--i I I j I j \,----1 j . I I I I ! : I I \ I \ \ \ \ \ ------t--1----- < , =-~ ,,,, .. ,, ,,l .,,,,,,,J,.,, ,,,,, T3 --------- i .. . . ···--··"'""''···· .... , .,,,_,___,~j \ I i I i i , , -.,-.--------\•---1 ' i i i i i l i \ ' I \ ' \ I l l l ' i \ ~•+-,a••-••~-m• \ ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE \ I \ , i ' i CONSTRUCTION NOTES I. VISIT THE SITE PRIOQ TO SUBMITTING BIDS. 2. SUBMIT A UNIT COST FOR IMPORT SOIL IN-PLACE AND BE COMPL.ETEL Y AWARE OF THE AMOUNT OF SOIL NE:CESSARY TO RE:ACH THE SATISFACTORY GROUND LE:VEL, 3, VERIFY ALL PROPERTY LINES OR OTHER LMIT OF WORK LII\ES PRIOR TO COMMENCING WORK. 4. REMOVE ALL. DE:MOLITION ITEMS FROM THE PROJECT SITE AND DISPOSE OF IN ACCORDANCE WITH APPLICAELE CODES AND REGULATIONS. DO NOT BURY RUBBISH OR DE:BRIS ON SITE . 5. RE:PAR OR REPLACE ANY DAMAGE: TO ADJACENT PROPERTIES, CURBS, WALKS. PLANTING, WALLS, ETC. AT NO ADDITIONAL COST TO THE OWNER. 6, VERIFY AL..L EXISTNG CONDITIONS, DIMENSIONS AND E:LEVA TIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LAr-DSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SI-IOWN ON PLAN_ 7. REPORT DISCRE:PANCIES IN THE DRAWNGS OR BETWEEN THE DRAWNGS AND ACTUAL FIEL..D COr-DITIONS TO THE LANDSCAPE ARCHTE:CT, C~CTED DRAWINGS OR INSTRUCTIONS SHALL BE: ISSUED PRIOR TO THE CONTINUATION OF THIS WORK, ASSUME F"ULL RESPONSIBILITY FOR ALL I\ECESSARY CORRECTIONS DUE TO FAILUl<E TO REPORT KNOWN DISCREPANCIES. 8. LOCATE ALL EXISTING UTILITIES WHE:11-ER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE, NOTFY OWNER IMMEDIATELY F DAMAGE OCCURS AND ASSUME FULL RESPONSIBLITY FOR EXPENSE: OF" REPAIR OR REPLACEMENT. 9. COMPLY WITH ALL PROVISIONS OF THE LA TEST BULDING CODE AND WITH OTH:R CURRENT RULES, REGULATIONS AND ORDINANCES GOVE:RNING THE PL.ACE OF THE WORK, BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHAL..l.. BE THE RESPONSIBILITY OF ANYONE SUPPL YING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF" THE CODE AND THE DRAWINGS. 10. LOCATIONS OF NIC, CONSTRUCTION EUE:tveNTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC,. ARE APPi:20XIMA TE. NOTIFY THE LANDSCAPE ARCHITECT lfv1MEDIA TEL. Y SHOULD THE LOCATION OF THESE: ITEMS NTERF'ERE WITH THE PROPER EXECUTION OF" WORK. IL VERIFY ALL PAVING AND HARDSCAPE CONSTRUCTION DRAWINGS WITH SOIL ENGINEER'S REPORT WITH REGARD TO BASE PREPARATION AND FOOTING REOUREMENTS, NOTIFY OWNER IMMEDIATELY IF SOILS REPORT RECOMMENDATIONS DIFFER FROM DRAWNGS. THE SOILS REPORT RECOMMENDATIONS, IF MORE STRINGENT THAN THE DRAWINGS, SHALL TAKE: PRECED19',JCE. 12. BE RESPONSIBUE: FOO COORDINATION BETWEEN SUBCONTRACTORS FOR PROPl:R AND TMEL Y PLACEfvB\JT OF SLEEVING, PIPING AND/OR CONDUIT INSTALLATION UNDER OR THROUGH LANDSCAF'E ELEMENTS. 13, DO NOT SCALE DRAWINGS. 14. SEE CML ENGINEE:R'S PLAN FOR PRECISE GRADING AND DRAINAGE N"ORMA ilON. 15. PROVIDE A REPRESE:NTATIVE! SAMPLE OF EACl-1 PAINTED OR STANED ELEME:NT TO THE OWNER FOR REVIEW AND APPROVAL Pi:?1012 TO APPL YING FINISH. REFE:R TODET AILS AND SPECIFICATIONS FOQ SPECIFIC SUBMITTAL REQUIREMENTS. 16. PROVIDE A 4' X 4' SAMPLE OF EACH PAVING TYPE N LOCATION SPECFIED BY OWNER'S REPRESENT A ilVE FOR REVIE::W AND APPROVAL BY OWNER'S REPRE:SE:NT A TIVE PRIOR TO INST ALLA ilON. RE:FER TO SPECIFICATIONS, 17. WH:RE PAVNG AND FINISH GRADE MEET, DEPRESS FNSH GRADE r IN TURF AREAS AND 1-1/T IN GROUND COVER AREAS UNLESS OTHERWISE: IND~A TED. 18. DO NO E:XCEED 3'1 SLOPE N TURF AREAS. 19. FOR PROJECT WALKS DO NOT EXCl::ED A S..OPE OF 20•1 (5'1, GRADIENT) UNLE:SS OTHERWISE INDICATED. 20. DO NOT EXCEED 2'1 SLOPE N PLANTIED AREAS. 2L FOR RAMPS INTO BU.DINGS DO NOT EXCEED 15•1 OR 6.66S, U1'LESS OTHERWISE INDICATED. 22. HOLD FINSH Gl2ADE A MINIMUM OF 6" BELOW FINISH FLOOQ UNLESS OTHERWISE NOTED. 23. CONSTRLJCT ALL CURVE TO a.RVE AND OJ12VE TO TANGENT LINES TO BE NEAT, TRM, SMOOTH AND LNFORM. 24. CONSTRILCT ALL CONCRETE WITH A MINMUM COMPRESSIVE STRENGTH OF 2,500 PSI • 28 DAYS. 25. PROVIDE 0WNEl2 WITH ALL WARRANTIES, GUARANTEES, AND NSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE _______ _ REVIEWED BY: INSPECTOR DATE DATE I SH5EET I CITY OF CARLSBAD ll----+----+-----------------+---+--+-----1----1 PLANNING DEPARTMENT ll----+----+-----------------+---+--+-----1----1 DAlE INITIAL DAlE INITIAL OAlE INITlAL ENGINEER OF WORK REVISION DESCRIPTION OT11ER APPROVAL CITY APPROVAL LANDSCAPE CONSTRUCTION LAUREL TREE APARTMENTS PROJECT NO. SDP 95-01 PLAN DRAWING NO. 368-1L FOR CONSTRUCTION 1-15-99 PA. \ \ 0\ ·w•. P.A. , ... I I I ' i/0 AO" I , . I ' I I ' , .-··-.. i ~-···, \ '; . ' P.A. P.A. 90° 17'-0" 1--------- 126.5 FG. I 3' P.A. I I P.O.B. ALIGN WI F.O.B. 28'-O" / PA. ~ 2'-6" TYP. \ 'l..---'------...IL,_ _ __:::,__~~ :~ 8'-10" 1------ ' / ' P.A. \ \ TOTLOT"B"ENLARGEMENT 2·-0· I j I -'_, .............. ,~ .. ,., \ ' \ 1 . ' I ' " -----~-~7 i I NOTE, SPOT ELEV A TIONS AND CONTOURS SI-IOWN ON Tl-II$ PLAN REPRESENT Te-E F'INISH DESIGN INTENT AND ARE BASED UPON QOLIGH AND P.2ECISE GRADING PLANS PREPARED BY THE CIVIL ENGINEER. CONTRACTOR SI-IALL REFER TO CIVIL ENGINEE.2'S PLANS AND REVIEW EXISTING GQADE: CONDITIONS PRIOR TO BEGINNING ANY WORK. THE CONT.2ACTOR SHALL REPORT ANY DESCREPANCIES/DEVIA TIONS TO THE ATTENTION OF THE L.A./OWNER'S AUT1-1O121ZEO REPRESENTATIVE AND SEEK DIRECTION/CLARIFICATION PRIOl2 TO BEGINNING ANY WOl2K. / SCALE: I/ 4"~1'-0" [§J IVY-LANDSCAPE ARCHITECTS-INC. 757 West Ivy Street San Diego, California 92101 (619) 235-5360 \'._ \ : . . -·-..... __ ,, __ . -------- /1 //1 ;/ i P.A. 0-/ 126.5 F.G. 3'-10" P.A. \ / 127.38 F.$' ' I ' ' ' I '-. ' . ' I I \ 2'-6" 127.5 F.S. LEGEND: I. CONSTl2UCT CONCl2E:TE PAVING PER DETAIL A. SHEET 9, NATURAL GREY WITl-4 LIGHT RET Ak'DA'JT FINISH (TYP. SYM.l 2. CONSTQUCT CONCRETE PAVING PER DETAIL A, SHEET 9, NATUl2AL GREY WITH LIGHT BROOM FINISH (TYP. SYM.l 3. Fl.l<NISH AND INSTALL PLAY EOUIPMEN~, EQUIPMENT MANUFACTURED BY LANDSCAPE STRUCTURES. INC., INSTALLED BY COAST RECREATION, (714) 553-8065. PEQ COAS.,-RECl2EA TION DWG. =1I92O32A. 4. CONSTRUCT PLAYTOP SURFACE PER DETAIL C. SHEET 10, COLOR l'I, COLOR TO BE SELECTED BY LANDSCAPE ARCHITEC,tOWNEIZS AUTHORIZED REPRESENTATIVE. 5. CONSTRUCT PLAYTOP SUQFACE PER DETAIL C. SHEET 10, COLOR ~2. COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT/OWNER'S AUTHORIZED REPQESENT A TIVE. 6. CONSTQUCT EXPANSION JOINT PER DETAIL B, SHEET 9. 7. CONSTRUCT SAWCUT JOINT PER DETAIL B. SHEET 9. 8. FURNISH AND NST ALL BENCH, GARDENSIDE (415) 445-4500. MODEL =2308 CTYP. SYM.l, FU<NISH AND INST t..L.L BRASS ANCHOR BRACKETS <GAQDENSIDE MODEL n5Q3OI. 9. FUQNISH AND INSTALL WASTE CONT AII\EQ, OUICKCRETE. (909) 737-6240. MODEL "OR-LG-2436W (TYP. SYM.l, COLOR SHALL BE NATURAL G12EY WITH A T-7 FINISH, FURNISI-I AND NSTALL OUICKCRETE LID, MODEL B. 10. CONSTQUCT CONCRETE STEPS W!OUT '-IANDRAIL PER DETAIL C. S,-;EET 9. II. CONSTRUCT SLUMPED BLOCK WALL PER DETAIL C. SHEET II. 12. CONSTRUCT IRON HANDRAIL AT RAMP PER DETAIL D, SHEET 12. 13. CONSTRUCT SLUMPED BLOCK QET AINING WALL PER DETAIL A. SHE:l':T 10. 14. CONSTRUCT IRON GUAl2D QAIL PER DETAIL B. S>-EET 10 15. CONSTRUCT CONCRETE STEPS WI HANDRAIL PER DETAIL C. SH:'ET 9. 16. FURNISH AND INST ALL 12-Mlf\. BARK MULCI-I, PROVIDE SAMPLE:$ TO L.A./ OWNE-?'S AL.,71-lOQIZED QEPRESEf\ TA 7IVE FOR APPROVAL PRIOR TO BEGINNING ANY WOQK. 17. FURNISH ANO INSTALL 4-PERFORATED PVC DRAIN LINE PER DETAIL C. SHEET II, DRAIN AT 051 MIN .. soi MAX. 18. Tic: D-?AIN LINE INTO STORM DRAIN SYSTEM PER CIVIL ENG. PLANS, VERIFY LOCATION OF P.O.C. :>RIOR TO BEGINNING ANY WOQK. 19. CONSTRUCT SLcJMPED BLOCK CHEEK WAL:.. PER DETAIL 6, SH::'ET 13. 20. CONSTRUCT SLcJM"'ED BLOCK CHEEK WAL~ PER DETAIL C, SHEET 13. 21. FUQNISII--I AND INST ALL DECK DRAINS PEQ CIVIL ENGINEER'S PLANS. 22. STORM DQAIN LINE, REFER TO CIVIL ENGINEEQ'S PLANS FOR PRECISE LOCATION. 23. MAILBOX PEQ AQCI-IITECT'S PLANS / "1;;==== ' '· 127.0 'fW. I 126.88 F.S'. , , ,,•·-"" '\ TOP OF 12AMP ,,/' 126.78 F.S\ I / TOP OF 12A ... -·\·-- "'\ 126.88 F.S. 127.66 F.S. 4·-0· I / ' I .. ~~= ,I : :,ii 1' ;I .: I '· \: . ·: '' \ ' I •• ' \ ' \ . I 11 .: : ' 1\\ 11 I ' \'' ( 11 • \; •!' I i_ I \ i \ 1/ . ~ ' I ,,. . : : '1\_:lll '\'.~ .. ··.. .: .. ~ /'' -:. : ·. .. ----'1~:~~ , ~~·:.:::-- ENGINEER'S SIGNATURE REQUIRED ON PACE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD PLANNING DEPART~!ENT SHEETS 3.3 1--~+-~--t-----------------+----+----1------+---I I SH;ET I ;==="c'c=o=N =s T==R=u=c=T==I o==N=E=N=L=A===R=G==E=1v1==E=-l\ ::::T === r'.l.Ar[ INIIIAL ENGINEER OF WORK REVISION DESCR PTION APPROVED LAUREL TREE APARTM~NTS ASSISTANT PLANNING DIRECTOR DWN BY:~=~ DATE INITIAL DATE INITIAL CHKD BY: D W.M. OTHER AP"ROVAL CICY A•PROVAL RVWO SY: PROJECT NO . SOP 95-01 DATE DRAWING NO .368-1 L FOi< CONSTRUCTION 9-21-98 '-----·----... _ ---·-----· I \ I I I I I I I I ! ! i I I I I I I I I ~/ I I f I /P.A. I I I -I i I ! I I I I I ! I \ I \ ' \ \ \ \ ' I I .......... ,. .......... ~ ... , ..• . 'W•'•=••w,,._ TOTLOT"C"ENLARGEMENT 45"-8" -- PA RICY-0" PA. ·-·-·-· I / 4'-0' I NOTE• SPOT a.EVATIONS AND CONTOLJQS Sl-lOWN ON Tl-llS F'I..AN l<l=F'l<ESENT Tl-IE F'lr-JSH DESIGN INTENT AND ~E BASED UPON ROUGl-l AND Pl<ECISE GRADING PLANS PREPARED BY THE CIVIL ENGINES?. CONTRACTOR Sl-lALL REFER TO CIVIL ENGNEER'S PLANS AND REVEW EXISTING GRADE CONDITIONS PRIOR TO BEGINNING ANY WORK. ™E CONTRACTOR SHALL REPORT ANY DESCREPANCIES/DEVIATIONS TO THE A TTE:NTION OF' THE LA./OWNER'S AUTK>RIZED REPRESENTATIVE AND SEEK DIRECTION/CLAl<IFICA TION PRIOR TO BEGINNING ANY WORK. SCALE• 1/4"=1'-0" IVY-LANDSCAPE ARCHITECTS-INC. 757 West Ivy Street San Diego, California 92101 (619) 235-5360 ~ \ ' i i , I I I i , , __ ... ____ ... I I 17'-o· P.A.~ 2"-0" ' ' __ L __ _ --- LEGEND: L 2. a 4. 5. 6, 7. a. 9. 10. L 12. 13. 14, 15. 16. 17. 18. 19, 20. 2L 22. 23. 24. 25. 26. 27, 28. 29. 30. 31. 32 33. CONSTRUCT CONCRETE PAVING PER DETAIL A, Se-EET 9, NA Tl.RAL GREY WITH LIG~ RET ~DANT FINI~ (TYP. SYMJ CONSTRUCT CONCl<E;TE PAVING PEQ DETAIL A. Se LL, 9, L.M. SCOFELD, INTEGRAL COLOR =I (COLOR TO BE SELECTED BY LANDSCAPE ~1-l!TECT/ OWNEl<'S AUTHORIZED REPRESENTATIVE, LIGHT BROOM FNISH CTYP. SYMl CONSTRUCT CONCRETE PAVING PER DETAIL A, S~ 9, L.M. SCOF'IELD. INTEGRAL COLOR "2 <COLOR TO BE SELECTED BY LAND$CAPE ARCl-llTECT / ow~s AUTl-lORIZW REPRE:SE:NT A TIVE, LIGl-lT BROOM FNISH CTYP. SYM) CONSTRUCT CONCRETE PAVING PER DETAIL A, Sl-lEET 9, NATURAL GREY WITH LIGI-IT BROOM FINSH CTYP. SYM.l FURNISl-l AND INST ALL Pl.A Y EQUIPMENT, EQUPMENT MANUFACTURED BY LANDSCAPE STRUCTUi:2ES, INC., INSTALLED BY COAST RECREATION, <714> 553-8065, PER COAST RECREATION DWG, =i92O32C. CONSTRUCT PLAYTOP SURFACE PE:R DETAIL C, Sf-EET IO, COLOR =I. COLOR TO BE SB..ECTED BY LANDSCAPE ARCHITECT /OWNER'S AUTl-lORIZED REPRESENTATIVE. CONSTRUCT PLAYTOP SURFACE PER DETAIL C, SHEET IO, COLOR .,Z COLOR TO BE SB..ECTED BY LANDSCAPE ARCHITECT /OWNER"S AUTHORIZED REPRESENTATIVE. CONSTRUCT PLAYTOP SURFACE PER DETAIL C, SHEET IO, COLOR =3, COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT /OWIIB2'S AU™ORIZED REPRESENTATIVE. CONSTRUCT EXPANSION JOINT PER DETAIL 8, SHEET 9. CONSTl:2UCT CONTROL JOINT PER DETAIL 8, SI-EET 9. FURNISH AND INSTALL WASTE CONTAINEi;>, QUICKCRETE, <909) 737-6240, MODEL =QR-LG-2436W CTYP. SYM.), cc:..oR SHALL BE NA Tl..RAL Gi:2EY WITH A T-7 FINISH, FURNISH AND INSTALL OUICKCRETE LID. MODEL 8. CONSTRUCT CONCl:2ETE SEAT WALL PER DETAL D, SHEET 9. CONSTRUCT CONCRETE PILASTER PER DETAL D, ~EET 9. CONSTRUCT SLUMPED BLOCK RETAINING WALL PER DETAIL A, Sl-lEET IO. CONSTRUCT ll:2ON GUARD RAIL PER DETAIL 8, S1-lEET IO. CONSTRUCT CONCRETE BLEACHERS PER DETAIL F, SHEET 9. FURNISH AND INST ALL 12" MIN. BARK MULCH, PROVIDE SAMPLE:S TO LA./ OWIIB2'S AUTHORIZED REPRESENTATIVE F'OR APPROVAL PRIOI< TO BEGINNING ANY WORK. OMIT. FURNISH AND INSTALL 4" PERFORATED PVC DRAN LINE PER DETAIL D. SHEET 9, DRAIN AT .5'i MIN., 50'1 MAX. TE DRAIN LINE INTO STORM Dl2AIN SYSTEM PER CIVIL ENGi. PLANS, VERIFY LOCATION OF P.O.C. PRIOR TO BEGINNNG ANY WORK. CONSTRUCT IRON PENCE PER DET AL D, Sk-lEET 10. CONST.!UCT lo/ON GA TE PER DET AL D, SHEET 10. CONSTRUCT LOW IRON FENCE PER DETAIL E;, SHEET I, CONSTRUCT LOW IRON GA TE PEI< DETAIL E. SHEET I, CONSTl2UCT STUCCO PILASTER PEl2 OET AIL D, SHEET 10. CONSTRUCT CHILDl2EN'S FOUNTAIN PER DETAIL, THIS SHEET. OMIT. FUl2NISH AND INST ALL FOUNTAIN NUET NOZZLE, ON/OFF SWITCH. AND MANUAL WATER FILL VALVE, PROVIDE SK>P DRAWIN~ F'OR REVIEW AND APPROVAL PRIOR TO BEGINNING ANY WORK. FUl<NISH AND INST ALL FOUNTAIN OUTLET AND OVERFLOW Ul'IE. Pi.'OVIOE ~OP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO BEGINNING ANY WORK. FURNISH AND INST ALL DECK DRAINS PER CIVIL ENG'S. PLANS CTYP. SYM.l. STORM DRAN LINE PER CIVIL ENG'S. PLANS. REFER TO CIVIL"S PLANS FOR PRECISE LOCATION. CONSTl2UCT PLAY Ar;?EA EDGE PEr;? DETAIL 8, Sl-lEET II. FUl2NISl-l AND INST ALL 1-lAWS DRINKNG FOUNTAIN CMODEL 3380Gl PER MFG'S. RECOI\NvlENDATIONS, FINAL LOCATION TO BE APPROVED BY LA.I OWNER"S AUTHORIZED REPRESENTATIVE. NOTES• RE:FEl2 TO MECHANICAL 6\IG"S PLANS FOR POT ABLE WATER POM OF CONNE:CTION FOr;? Dl<'INKING FOUNTAIN AND Cl-llLDREN'S FOUNTAIN. REF'ER TO MECHANICAL/CIVIL ENG'S, PLANS fOl:2 SE:WE:R/STORM ORAN PONT OF CONNECTION FOR DRINKING FOUNTAIN AND Ch1LDREN'S FOUNTAIN. Tl-IE CONTRACTOR SHALL BE l<ESPONSIBLE FOR MAKING ALL NECESSARY CONNECTIONS FOR OPERATION OF THE Dl2INKI\JG FOUNTAIN AND CHILDREN'S FOUNTAIN IN COMPLIANCE WITH ALL LOCAL CODES AND REGULATIONS, LEGEND: f-KY -j-14' +. 10" ~ L 1/2" RADRJS BU.LNOSE TILE ALL EDGES 2. PLASTER FINISH. COLOR AND TEXTURE TO MATCH ~CH. 3. 3" SQ. TILE, COLOR TO BE SELECTED BY LA./ . OWNER 4, WATERLINE 5. 8X8Xl6 CMU, SOLID GROUT FILL 6. ttS REBA!< AT 24' O.C. EACH WAY 7. WATERPROOFING 8. FINISHED GRADE 9. CONCRETE FOOTING ON 90'1: COMPACTED SLJB-- Gl<ADE IO. EXPANSION JOINT II. FINISHED SUl<FACE NOTES= ~ • • 6" 24" • • • " A WATER IN BASIN S1-lALL BE IN CONSTANT MOVEMENT FOOM THE WEST END OF THE FOUNTAIN TO Tl-IE EAST WHEN Tl-IE FOUNTAIN IS TURNED ON. 7T n,,...""TT'T-l;j " Tl-IE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE LANDSCAPE ARCHITECT FOr.> r;?EVIEW AND APPROVAL PRIOR TO ANY WORK. REFER TO PLAN ENLARGEMENT, ™IS SHEET. FOR LOCATION OF ON/OFF VALVE. FOUNTAIN DETAIL SCALE• l"•r-o· 11 1 I IWI Ii' }. ~ "_. • • . ". I ·-=111_1 · ~<I --<!~. · -=111-.,__. _ ....... ___ ......;.._ .. _. --' --9 .,,..----{5 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BU IL T" ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DATE TITLE _______ _ REVIEWED BY: INSPECTOR T 18" I DATE DATE [sHml CITY OF CARLSBAD I SH3E3ETS I 1----+---+-----------------1----1---....... --+----I LU PLANNING DEPARTMENT 1----+---+-----------------1----1---....... --+----I DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION CONSTRUCTION ENLARGEMENT APPROVED ASSISTANT LAUREL TREE APARTMENTS lf-/6-...... ff..._~ DATE D WN BY: _....IJ.,Jlo.... PROJECT NO. DRAWING NO. 368-1 L DATE INITIAL DATE INITIAL CHKD BY: D.W.M. OTHER APPRDVAL CITY APPROVAL RVWD BY: SDP 95-01 FOR CONSTRUCTION 1-15-99 .-\.>I TYP. 6 LEGEND• I I . , • 6" cr-. cr-. b. < I. PROTO II FENCE WALL WIT~ PLASTER FINISl-l, PLASTER COLOR AND TEXTURE TO MATCH ARCI--ITECTURE 2. 16" SQ. PROTO II PILASTER WIT~ PLASTER FINISH, PLASTER COLOR AND TEXTURE TO MA TC~ ARCI--ITECTURE 3. PILASTER CAP BLOCK WITH PLASTER FINIS~, PLASTER COLOR AND TEXTURE TO MATCH ARCI--ITECTURE, CROWN TOP I" MIN. 4. SOUND WALL CAP BLOCK WIT~ PLASTER FINISI-I, PLASTER COLOR AND TEXTURE TO MATCH ARCI--ITECTURE, CROWN TOP 1/2" MIN. 5. FINSHED GRADE 6. CONCRETE FOOTING NOTE1 PROTO II WALL S~ALL BE CONSTRUCTED BY A CERTIFIED PROTO II WALL CONTRACTOR. PROTO II WALL SI-IALL BE CONSTRUCTED PER T~E PROTO II WALL STRUCTURAL DETAILS AND SPECIFICATIONS. I 1/2" 6" ~ ~AND RAIL SECTION STEP NOSING SECTION STEP NOSING PLAN VIEW 1 o-. IT ITYPJ 24" ©STEPS AND i--jANDRAIL 2o·sa. 6" t. ·· · 12' MIN. · 6" •'i L' 6" . Ir. I,, lt· <:} µ.Lf;:;:;:;:;;J-WLJ./ i-.._~~~ aJ ,I A ,. NTS ke$ENO• L 3/8' RADIUS NOSE 2. u4 l<EBAR N EACH NOSE 3. (4) 1/8' TOOLED SCOl<E LINES, 7 /8" INTERVALS, PROVIDE LM SCOFIELD CHEMST AN IN SCORELINE$, COLOR TO BE SELECTED BY LA/OWNE:I< 4. MOLDED RON CAP BAA (JANSE:N u2 l/4, (818)442-0271 5. I V2'XI" TUBULAR STEEL RAIL, PROVIDE NTERMEDIATE RAIL AT 4'-0' O.C. MAX. 6. CHEE:K WALL, 12EFER TO DETAIL A, El, AND C,SHEET13 7. EXPANSION JOINT, 12EFER TO DETAIL B, THIS SHEET 8. "4 REBAR DOWEL 12' LONG W/ SLEEVE AT 24" o.c. 9. SAND BASE: IQ. 90'! COMPACTED s.J3GRADE IL CONCRETE STEPS, SLOPE: TO Dl<!AN, COLOR AND Fr\JISH TO MATCH ADJACENT FINISHED SURFACE 12. FINISHED SURFACE, SEE F'LAN 13. CONCl<!ETE FOOTNG 14. HANDRAIL DECORATIVE RETURN (JANSEN u201 -2 1/4, (818)442-0271 15. POR-ROK SET POSTS INTO 2 1/2" DIA. STEEL SLEEVES 16. u4 REBAR AT 24" O.C. BOTH WAYS 17. r X 11/2" TUBE STEEL NOTES• A, CONTRACTOR SHALL SL.er-.tT SHOP DRAWNGS TO THE LANDSCAPE ARCHITE:CT Pl<!IOR TO BEGINNING WORK 8. THICKNESS, l<!E:INFORCEl'vENT, AND BASE PRB"ARATION ARE SHOWN FOR BID PURPOSES ONLY, l<!EFE'I< TO SOL ENGINEE'l<'S l<!B"ORT AND COMPLY C. HANDRAIL SHALL OCCUR ON BOTH SIDES OF ALL STEPS. WHERE TOP RAl. OCCURS ADJACE:NT TO WALLS, HOLD I 1/2" FROM WALL I\OTE• ALL STl::l::L SHOP WELDl::D GQIND SMOOTH REMOVE SLAG AND ~LATTE:!< Pl<'IOR TO PRIME:R AND PAINTNG ALL METAL TO BE PAINTED WITH -I SHOP Pl<'IME:R -ZINC PRIMER -I FIELD Pl<!IMER -GREY PRIMER -2 FINAL COATS COLOM! TO BE SELECTED BY OWNER/LANDSCAPE ARCHITECT. ' ' ' ' 2'!. ' ' . PROTO II WALL AND PILASTER E ------- SCALE• 1·~r-o· 2 3 l'.l. TYP. 12" 18" TYP. 7 LEGEND• I. SLUMPED BLOCK RETAINING WALL PER DETAIL A, SHEET 10 2. EXPANSION JOINT 3, I" RADIJS TYPICA.L 4. u4 REBAR • NOSE:, HOLD I 1/2' FROM EDGE 5. ASPHALT PAVING ($EE PLAN) 6. u3 REBAR• 12· 0.C .. BOTH WAYS 7. 901 COMPACTED SUBGRADE NOTES• A. CONCRETE THICKI\ESS, BASE Pl<!EPAAATION AND !<!ENFORCING ARE SHOWN FOR BID PURPOSES ONLY. VERFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. LEGEND: I. FINISH GRADE 2. 1/2" CHAMFER-TYPICAL ALL EXPOSED TOP CORNERS 3. CONCRETE WALL-NATURAL GREY LIG~T SANDBLAST FINIS~ 4. ADJACENT TOT-LOT SURFACE, MANUFACTLRED BARK AS APPROVED BY L.A./OWNER 5. 4" DIAMETER PERFORATED PIPE WIT~ FLTER FABRIC WRAP DRAIN AT .5'.l. MIN. TO SUB-SURFACE STORM DRAIN SYSTEM PEI< CIVIL DWGS. 6. I CU. FOOT TRENCI-I CONTINUOUS BACKFILLED WITI-I CRUSHED ROCK 7. 90'.t COMPACTED SUB-GRADE 8. =3 REBAR AT 18" O.C. EAC~ WAY 9. 20" SQ. CONCRETE PILASTER -NATURAL GREY, SANDBLAST FNISI-I 10. FILTER FABRIC (Q) SAND LOT: CONDITION 'D' D-------- N.T.s. '° 6' MIN. LEGEND• I. CONCRETE F'AVING -REFEI<! TO CONSTRUCTION F'LAN FOR COLOR AND FINISH 2. 6X6-6/6 W.WM .. CENTERED IN SLAB 3. FINISH GRADE 4. COMPACTED SL.eGRADE PER SOILS ENGN:ER'S REPORT 5. 1/4' TOOLED RADIUS • 6' THICK FOR VEHICULAR Tl<AFFIC, 3 1/2" FOR PE:DE:STRIAN TRAFFIC NOTES• A. PAVING THICKNESS, BASE PREPARATION AND REINFORCING ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REOUREMENTS OF THE SOILS REF'OITT AND COMPLY. B. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. C. PROVIDE EXPANSION JOINTS AT AL.L VERTICAL SURFACES. @CONCRETE PAVING NTS 1/8" Jf • •o . 0 * . D 0 0 . • (j· • 0 0 ';: 0 A. CONTROL JOINT 8. EXPANSION JOINT .:, • . q • q"o. ~TO • C. COLD JOINT C2\ " . . ,;, 0:, 'b O 0 . ' . D. SAWCUT JOINT .. LE:GE:ND• L ve· RADIUS EDGE 2. PAVING FINISH SURFACE PER PLAN 3. JOINT FILLER PER SPECFICA TIONS 4. BACKER ROD PER SPECIFICATIONS 5. TWO-PART POL YUl<!ETl-lANE SEALANT PEI<! SPECFICA TIONS 6. V2' DIA. X 12" LONG STEEL DOWEL • 24" O.C., PAPER WRAP ONE END NOTES• A. LOCATE JOINTS PER SPECIFICATIONS UNLESS OTl-lERWISE INDICATED ON PLAN B. SEALANT COLOR TO MATCH ADJAO::NT PAVING • 3/4" F PAVING LESS Tf.-lAN 4" THICK I' IF PAVING 4' THICK OR GREATER ® CONCRETE CONTROL JOINTS NTS APPROVED FOR PLANTING "AS BUil T11 AND IRRIGATION ONLY, INCLUDING PRECISE TITLE DATE ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY LOCATION OF PLANTING REVIEWED BY: 2·-0· ., '-i ~ ~ 12· .,. ' 1, m m_ rrr- 1 111- 1 CONCRETE BLEACHER SEA TING F 1---------- N.T.s. IVY-LANDSCAPE ARCHITECTS-INC. 757 West Ivy Street San Diego, California 92101 (619) 235-5360 APPROVED ENGINEERING PLANCHECKER DATE DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION AREAS. DATE INITIAL DAlE INITIAL OTI-IER APPROVAL CITY APPROVAL INSPECTOR DATE ~ I SH~ET I CITY OF CARLSBAD PLANNING DEPARTMENT 3 LANDSCAPE CONSTRUCTION DETAILS LAUREL TREE APARTMENTS APPROVED ~ tl-iizf.i: ASSISTANT PLANl\ IN'G DIRECTOR , D DWN BY: ~ PROJECT NO. DRAWING NO. CHKD BY: D.W.M. SDP 95-01 368-IL RVWD BY: FOR CONSTRUCTION 1-15-99 NOTE• LEGEND I. 'PLAYBOUND' POL.QED-IN-PLACE SU2FACNG COLOR PER PLANS 2. CONCRETE BASE PER MFG. SPE::CS. 3. COMPACTED $U8GRADE 4. 4' THICK COMPACTED AGGRE:GRATE 5. PLAY 51.RFACE ENGINEERED BARK AS APPROVED BY LA. 6. ADJACENT PAVING/SE=ATWALL INST ALL 'PLA YBOUND' PER MANLFACTLRER'S l<E:COMMcNDA TIONS, AVAILABLE FROM! COAST l.!E:Cl.'EA TION '714)553-8065 ©PLAYTOP SURFACE I NTS 0" , .... .,. ~~ ~ . I ,-, D, --~ y ,... -"'> 0 - © ~"' ~~ ' v ~ <( r > . 'i !i: ~ ·-~ i ~ "' ,_ = 4 I[ t ' 0 = I,· ! 1 II II II I II ' II II II I II II II __.!!' _.. ~ " -.--J L .--J L . 0YC3/ _J LEGE:ND• I. PILASTER 2, I V2' X I 1/2' nB..J..AI.! STEEL FQAME B-O'OC, ~D. MA)( "'-' f- 4 ) ,_ ~ "' ~ H ~ -, L -0J 3. 3/4' XI 1/2' TUBULAR STEEL RAIL 4. 5/8' SQ. TUBULAR STEEL PICKl=TS, 3 VT O.C, II. Pl.!ECAST CONCRETE PILASTER CAP= APCIBOI FOi< 18" PILASTER, OR =APC240I FOi.' 24" PILASTER Fl.'OM SAN DIEGO PRECAST CONCRETE INC .. $ANTEE, CA (619) 449-6810. INST ALL PEi:? MANUFACTU2ER'S INSTRUCTIONS WITH LIGHT SAND BL.AST FINIS~. 5. FINISH Gi.>ADE/SLRFACE (SEE PLANJ 6. 3' DIA. LAG BOLTS EQUALLY SPACED 7. I VT SQ, TUBU.AR STEEL POSTS AT 8' <MAXl O,C, POST SPACNG S~ BE: EQUAL, SET POST INTO TUBLLAR STEEL SLEEVE AND POR-1.!0K FILL AS REQURED. 8. 12' DIA. CONO.!ETE FOOTING. 9. 901 COMPACTED SUBGRADE. 10. I-EA VY DUTY CSF'RING LOADED) SELF-CLOSING HINGES 12, SELF CLOSING, SELF LOCKING GA TE LATCH. PROVIDE SAMPLES FOR APPROVAL PRIOR TO BEGINNING ANY WOl.'K 13. PLASTER FINISH. COLOR AND TEXTLRE TO MATCH ARCHITECTURE. 14. 6' X 6" X 16' CONCRETE BLOCK, SOLID Gl.'OUT FILL. 15. =4 REBAR, 4 TOT AL VERTICAL, 24' O.C. HOk'IZONT AL. 16, SOLID GROUT FILL. 17, r CHAMPFER CTYPICAL.l. 18. SLEEVE TO F'IT TSO. POST, POl.'-1.'0K POST INTO PLACE. 19. SLUMPED BLOCK Rl=T AINING WALL @ IRON FENCE AND GA TE Dr--------- NT$ !II • - 7 I Hl <: ~ t> ~ 'f .. .. !I . NOTE• A. REINFORCEMENT, FOOTING, 8 BLOCK SIZE Al<E 51-lOWN FOR BID PURPOSES ONLY, REFER TO SAN DIEGO REGIONAL STD. DWGS. C-5 AND C-6 AND COMPLY PAVING ----, (SEE PLAN) ' . ·, " . EXPANSION JOINT • ,,,-------GUARD RAI.. REFER TO DETAL B, THIS SHEET --SLUMPED BLOCK CAP, SACK e PAINT COLOR TO BE SELECTED BY L.A./OWNEI.' 0~ I~~~ > ffi s! n_ ]'-------,~ ___Q___ 8X8Xl6 $LUMPED BLOCK, SACK !; PAINT COLOR TO BE SELECTED BY LA/OWNER •'.., 1 F'INISHED GRADE cr-. t . . --- ,,.. ... : ~ .I _; · m rn-r CONDITION 'A" ..,_ o ... · • .· .• ,"· 1=111-1' A e 'A · .,_ . · -'-'-".-~+---1:14 !.'EBA!.' AT 24' O.C. BOTH WAYS . . . . . ' . o-. .. . .. 11 •. '-------CONCRETE FOOTING ON 90% COMPACTED SUBGRADE 13 14 'i ! ~ NOTE• A. l.!8NFORCEMENT, FOOTING, E BLOCK SIZE ARE $~OWN FOR BID PURPOSES ONLY, REFER TO SAN DIEGO REGIONAL. STD. DWGS. C-5 AND C-6 AND COMPLY .,....______ ~--------->I. SLUMPED BLOCK IS' CAP, SACK E • '--c;:::;l!,f• PAINT. COLOR TO "' BE SELECTED BY . · r~· .. 1 _ 111 _. 8X8Xl6 SLUMPED BLOCK, SACK 8 L.A./OWNER · • . _ _ PAINT, COLO!.' TO BE SELECTED EXPANSION JOINT . ~-BY L,A/OWNE:R 11!=!-tt==---WATERPROOFING, HENRY'S #107 AND PROTECTIVE BOARD A!; APPROVED BY L.A. r:~~~X)'~-1 CU. FT. PEA GRAVEL: FOR WALLS OVER "lc--F-.~ .. ,-0--~1<-,--i, •'.., 1• .. til"<\lt)! 3' HT. PROVIDE CONTINUOUS BACK DRAIN PAVNG Oi:? GRADE (SEE PLAN) CONDITION 'B'. ~~~~l~~J~fflr-3" PERFORATED PVC DRAINUNE, WRAP I: WITH SOIL SEPARATION FABRIC I I . . . • . . . AND DRAIN AT .5% MIN. TO . · ·.··~-j :.; · ·. SUBSURFACE DRAINAGE SYSTEM ¢. . . <.. .. . ' ·'. ' PER CIVIL ENG. PLANS. "i:a /J ' ~~ • ;.;· '. ·.-· -'-'-".-~+---=4 REBAR AT 24' O.C, BOTH WAYS o-. '-------CONCRETE FOOTING ON 90% COMPACTED SUBGRADE BACKF'ILL MATERIAL FOR ALL WALLS 51-lALL CONSIST OF SOIL WITlel LOW EXPANSION POTENTIAL <EXPANSION INDEX LESS THAN 50J @SLUMPED BLOCK RETAINING WALL NTS 2 ~ .3 '" CU'l.~ < '> I I II II II II i II II II II I-~ -= ---© C:) 5 ~ I 6 I, I 1/2' sa. TUBE STEEL TOP ANO BOTTOM RAIL TYP. 2. I 1/2' SO. TUBE STEEL POST 5'-0" O.C. MAX. 3. 5/8" SQUARE PICKETS 3" CL!.' MAX. 4. 3/4"XI 1/2" TUBE STEEL RAIL 4 ' .... 4 1· ' • "' • ., I "' z ;;; 7 NOTE• ALL STEEL SHOP WELDED GRIND SMOOTH l.'EMOVE SLAG AND SPLA TTEI.' PRIOI.' TO PRIMER AND PAINTING .,. .1-5, SLEEVE TO FIT 2' SO. POST, POR-ROK POST INTO PLACE. r NOTES• A. CONTRACTOR SHALL SLBMT DRAWNG OF GATE PANEL AND FENCE PROVIDED BY GA TE FABRICATOR FOR 1.!EVIEW AND APPROVAL BY LANDSCAPE ARO-IITECT /OWNER PRIOR TO BEGINNING ANY WOl.'K. B. ALL REINFOi:?CEMENT, BLOCK AND FOOTING SIZE AND BASE Pl.!EPAl.!ATION ARE SHOWN FOR BID PURPOSES ONLY. CONTRACTOR SHALL VERIFY REQUIREMENTS WIT~ A STRUCTURAL ENGINEEi:? AND COMPL "!". NOTE• ALL STEEL Sle!OP WELDED GRIND SMOOTH REMOVE SLAG AND SPLATTER Pl.'I01.' TO Pl.'IMB2 ANO PAINTING ALL METAL TO BE PAINTED WITlel -I SHOP PRIMER -ZINC PRIMER -I F'IELD Pl.'IMEI.' -Gi.'EY Pl.'IMER -2 F'INAL COATS COLO!.' TO BE SELECTED BY OWNER/LANDSCAPE ARCHITECT. IVY-LANDSCAPE ARCHITECTS-INC. 757 West Ivy Street San Diego, California 92101 (619) 235-5360 6. RETANNG WALL SEE PLAN ALL 11/ETAL TO BE PAINTED WITH 7. FINISe-ED SUk'FACE -I SHOP Pl<IMEI.' -ZNC PRIME!.' -I F'IE:LO PRIMER -GREY PRIMEI:! -2 FNAL COATS COLOR TO BE SELECTED BY OWNER/LANDSCAPE ARCHITECT. ~Ar--DRAILS We-ERE APPLICABLE. SEE PLAN ®_I_R_O_N_G_U_A_R_D_R_A_IL _________ _ NTS APPROVED FOR PLANTING "AS BUil T" AND IRRIGATION ONLY, INCLUDING PRECISE TITLE DATE ENGINEER'S SIGNATLRE REQUIRED ON PAGE 1 ONLY LOCATION OF PLANTING REVIEWED BY: APPROVED AREAS. ENGINEERING PLANCHECKER DATIE INSPECTOR DATE ~ CITY OF CARLSBAD ~ 0 PLANNING DEPARTMENT 3 LANDSCAPE CONSTRUCTION DETAILS LAUREL TREE APARTMENTS APPROVED ~v if-It-~ ?// - ASSISTANT PLAj(JNING DIRECTOR ATE OWN BY: • PROJECT NO. DRAWING NO. DATE INlllAL DATE INITIAL DATE INITIAL CHKD BY: D,W,M ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SDP 95-01 368-IL FOR CONSTRUCTION 1-15-99 I I. I l/2"XI 1/2" TUBE STEEL TOP AND BOTTOM RAIL TYP. 2. I l/2'XI V2" TUBE STEB.. POST 5'-0" O.C. MAX. 3. 5/8' SQUARE PICKETS 3" CLR MAX. 4. 3/4'X I V2" TUBE STEEL RAIL 5. SLEEVE TO FIT 2" SQ. POST, POR-ROK POST INTO PLACE. 6. I 1/2" SQUARE TUBE STEEL PRAME 7. FINISHED SLRFACE ALL STl:l!:L Se-OP WELDED GRIND SMOOTH REMOVE SLAG AND SPLATTER PRIOR TO PRIMER AND PAINTING ALL METAL TO BE PAINTED WITH -I SHOP PRIMER -ZINC PRIMER -I l"lELD PRIME:R -GR~ PRIME!:R 8. HEAVY DUTY >-l'IIGES 9. GA TE LATCH 10. CANE 80L T -2 FINAL COATS COLOR TO BE SELECTED BY OWNF.R/LANDSCAPE ARCHITECT. 11.12' DIA. X 24' CONCRETE FOOTING 12. 901 COMPACTED SUB GRADE CONTRACTOR SHALL SUBMIT DRAWING OF GATE PANEL AND FENCE PROVIDED BY GATE FABl<ICATOR POI< REVIEW AND APPl<OV AL BY LANDSCAPE: Al<CHITE:CT / OWNER PRIOR TO BEGINNNG ANY WORK. 5'-6"' lll 11 n .J..lll • "' ~LOW IRON GA TE AND FENCE BUILDING i;J LEGEND• I. CO'IJCRETE CLl<B PER DET AL B. SHEET 12 2. HANDl<AL PEI< DET AL D, SHEET 12 3. CONCRETE J.?AMP (8.331 MAX. Gl.?ADIENTl, CONSTJ.?UCT PEI.? DETAIL A, SHEET 9. COLOJ.? AND FNISH TO MATCH ADJACENT CONCRETE PAVING CSEE PLAN), 4. CONCRETE LANDING rn MAX. CROSS SLOPE), CONSTRUCT PER DETAIL A, SHEET 9. COLOR AND FINISH TO MATCH ADJACENT CONCl2ETE PAVING/12AMP CSEE PLANl. 5. SLUMPED Bl.CCX RE:TANING WALL PER DETAIL A, SHEET IO WITH IRON GUARD RAL PER DETA~ SHEET IQ 6. CONCRETE STEPS PER DETAIL C. ET 9 7. ~~SURFACE (SEE PLAN), FLUSH WITH TOP/BOTTOM 8. SLLMPED BLOCK i<'ETAJNNG WALL PER DETAIL A, SHEET IQ 9. CHEEKWALL PB<' DETAIL C, SHEET 13 @RAMP ENLARGMENT NT$ BUILDING lf2 NOTE- 1.?AMP, LANDINGS Cl.Jl28, AN) HANDl:!'AL SHALL COMPLY WITH REQUIREMENTS OF ADA AND TITLE 24. SCALE• '1/8"=1'-0' 10 3 :: .. -·:: -· .·Z-.-·- .-~-··a,,.'a1·· . :2 .. -..-_ _. ~ , .. , .. _. •., .. . . ·---,. -~ ;. ;:.::-/ '.·:.,,· :""";~ ~ ' . ~· ,-1~ ' ; CTTll!.-'-"• : . ~· / 6 I. FINISH Gi:!'ADE 2. SLUMPED BLOCK WALL SACK AND PAINT, COLOR TO BE SELECTED BY L.A.IOWNE:12 3. ADJACENT TOT-LOT SUi:!'FACE PLAY AREA ENGINEERED BAl2K AS APPi:?OVE:D BY L.A. 4. 4" DIAMETEJ.? PERFORATED PPE WITl.,.J_ FIL TEI:!' FABJ.?10 WRAP, DJ.?AIN .51 MN. TO SUB-SUJ.?FACE STOJ.?M DRAIN SYSTEM PER CIVft.. DWGS. 5. 1xr T12ENCH CONrrlNUOUS BACKFILLED WITH PEA GRAVEL 6. COMPACTED SUB-GRADE 7. FILTER FAE112IC 8. WATERPROOFING, hEI\RY'S 11107 AND PROTECTIVE BOARD AS APPROVED BY L.A. 9. SLUMPED BLOCK CAP, SACK AND PAINT, COLOI< TO BE SELECTED BY L.A./OWNER 10. IRON GUARD RAIL PER DETAIL 8, SHEET 10 IL 6' WIDE Ti:!'ENCH CONTINUOUS BACKFILLED WITH PEA GRAVEL NOTES• CONTRACTOR SHALL REFER TO SAN DIEGO REGIONAL STD. DWGS. C-5 AND C-6 FOR i:!'EJN=Oi:!'CEMENT, FOOTING AND BLOCK SIZE. BACKFILL MATERIAL FOR ALL WALLS SHALL CONSIST OF SOIL WITH LOW EXPANSION POTENrrlAL (EXPANSION INDEX LESS THAN 50) tnnTTTTTTrnTTTTTTrnTTTTTTrnTTTTTTrnTTTTTTTnrTITTID--I 1/2" BIT. CONCl<ETE WEARING COUl<SE --I 1/2" BIT. CONCRETE t---'-'.~.~.~,~.~~. ~,~~~.~.~,~~.~ .... ~.~,-BINDE:R COURSE • 'tJI' 'f,' ., • • II', --+--4" PROCESSED AGGREGATE • TO 957. COMPACTION 'Q. 0 "Q --+--8' GRAVEL TO 95:l. COMPACTION NOTE• ALL TI-IICKNESSES AND COMPACTIONS ARE SI-IOWN FOi< BID PUi<POSES ONLY, CONTRACTOR SHALL VERIFY l<EQUll<EMENTS WITH THE SOILS REPORT AND COMPLY. © SAND LOT• CONDITION 'B' NTS @ ASPHAL TIC CONCRETE PAVING A _________________________ N_T_S 14" NOTES• A. THE CONT12ACTOR SHALL REFER TO SAN DIEGO REGIONAL STD. DWG. C-5 POR ALL STRUCTURAL INFORMATION. B. PLASTER COLOR AND TEXTURE TO MATCH ARCH. ~ ltl {/) {/) Ill l'i1 <l > PLASTER FNISI-I EXPANSION JOINT 1/2' RADIUS ALL EDGES FINl~E:D GRADE - f.~ ... ~. •".'°. ';:_ .B. ~-;:::;-,J_J_j:~CMU, SOLID GROUT FI..L . ' ' . . IRtt:=--WATERPROOFING, HENRV'S #107 AND PROTECTION BOARD AS APPROVED BY L.A. 1 CU. FT. PEA GRAVEL, CONTtNUOUS BACK DRAIN FOR WALLS OVER 3' HT. ~-3" PERFORATED PVC DRAINLINE, WRAP -~,.__ __ _..u., WITH SOIL SEPARATION FABRIC' -1-1 .... :_ !,, AND DRAIN AT .5% MIN. TO I SUBSURFACE DRAINAGE SYSTEM PER CIVIL ENG. PLANS. PAVING 01:1 GRADE (SEE PLAN) "'-------CONCRETE FOOTING BACKFILL MATERIAL FOR ALL WALLS SHALL CONSIST OF SOIL WITH LOW EXPANSION POTENTIAL <EXPANSION INDEX LESS THAN 50) = N "' . "' <I LI 6" 6" LEGEND• '° I. FINISH SURFACE 2. 1/2' CHAMFER-TYPICAL ALL EXPOSED TOP CORNERS 3. CONCRETE WALL-NATURAL GREY LIGHT SANDBLAST FINISH 4. ADJACENT TOT-LOT SURFACE, MANUFACTURED BARK AS APPROVED BY L.A./OWNER 5. 4" DIAMETER PERFORATED PIPE WITH FILTER FABRIC WRAP DRAIN AT .57. MIN. TO SUB-SURFACE STORM DRAIN SYSTEM PER CIVIL DWGS. 6. I CU. FOOT TRENCH CONTINUOUS BACKFILLED WITH CQUSHED ROCK 7. 907. COMPACTED SUB-GRADE 8. i;3 REBAR AT 18" O.C. EACH WAY 9. EXPANSION JOINT 10. FILTER FABRIC ® PLASTER RETAINING WALL NTS ® .. _S_A_N_D_L_O_T_: _C_O_N_D_IT_IO_N_'A_' ______ _ NTS ' I · · · 1· I' 1· I 1· ;, :. ·,-.· : , ,I ., . ,1. , , IVY-LANDSCAPE ARCHITECTS-INC. 757 West Ivy Street San Diego, California 92101 (619) 235-5360 APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, INCLUDING PRECISE TITLE DATE ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY LOCATION OF PLANTING REVIEWED BY: APPROVED AREAS. ENGINEERING PLANCHECKER DATE INSPECTOR DATE w I CITY OF CARLSBAD PLANNING DEPARTMENT w 3 LANDSCAPE CONSTRUCTION DETAILS I LAUREL TREE APARTMENTS APPROVED _.p~ f/-(£,-9tj //1// ASSISTANT PLANNING DIRECTOR DATE DWN BY: '• PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY· D.W.M. ENGINEER DF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SDP 95-01 368-IL FOR CONSTRUCTION 1-15-99 34' f---12" -t-6"-+ -+---ea.--~---ea.-----1- }:::--:::.~~~-=t=+=.:;~::::-=---t::i:;::--(:'.~~::;:__-_-_-_-_ -_ -_ ~y12 6" -,1<!:,I<- -+-----+/-12'-0"----#-)-3" 6'-0' r 2' LEGEND I. 6" SQ. CANTEl<A STONE VENEER, RE:CE:SS I" FROM FACE OF WALL, AL TENA TE COLOl<S CNEGl<O AND CAFE IJ, STONE AVAL. Fl<OM MSI, INC. (800) 490-0060, SAWCUT TEXTURE 2. PROTO 2 TYPE PLASTER WALL SEE DET. E. SHT. 9 3. 6" CAP BLOCK SEE DET. E, SHT. 9 4. IN-LINE PILASTEI< AT Pl<OTO 2 TYPE WALL SEE DET, E, SHT, 9 ~ l ~~-----------,,~~-~ 5. PLASTER RETAINING WALL PER DETAIL F, SHEET II I I I I I \ ( I I ' . ~ ~ ELEVATION SCALE• 1/4"•1'-0" I I I I I ' I I I I I ! I I j I I ' ! I I I I ' i I ' ' ' 1;~--~- © ENTRY MONUMENT A TION @ HANDRAIL I 1/2" HAND RAIL SECTION N.T.S. -- 34" f..lANDRAIL AT CURB CONDITION SCALE• I/ 4 ·~r-0· PLAN VIEW SCALE• 1/6"•1'-0" i ' I I 7 II 11/2" 3 1/2" 12 6. FINISHED GRADE 7. CONCRETE. CURB PER CIVIL ENG'S. DWGS. 8. CONCRETE WALK PER CIVIL ENG'S. DWGS. 9. RIGHT-OF-WAY UNE PER CIVIL ENG'S, DWGS. 10. CRIB WALL PER CIVIL ENG'S. DWGS. II. 12" RAISED BRASS LETTERS, NEW TIMES ROMAN FONT TYPE, PROVIDE ALTERNATE BID FOR 12" I-IT. X 1/4" DEEP SAND BLAST ETCHED LETTERING NOTES• REFER TO CIVIL ENGINEER'S DRAWINGS FOR FINAL f..lORIZONT AL LAYOUT OF ALL SOUND WALL AND PILASTERS. PROVIDE SAMPLES OF CANTERA STONE AND BRASS/SANDBLAST LETTERING TO L.A.!OWNE:R'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO BEGINNING ANY WORK. PROVIDE Sf..lOP DRAWINGS OF LETTERING INSTALLATION PRIOR TO BEGINNING ANY WORK. LEGEND• I. MOLDED IRON CAP BAR (JANSEN =2 I/ 4, (818)442-0271 CSEE HANDRAIL SECTION> 2. I l/2"Xl" TUBULAR STEEL RAIL, PROVIDE INTERrvEDIA TE RAIL AT 4'-0" O.C. MAX 3. 901: COMPACTED SUBGRADE 4. FINISHED SURFACE, SEE PLAN 5. CONCRETE CURB PER DETAIL B, THIS S~EET 6. HANDRAIL DECORATIVE RETURN (JANSEN =201 -2 I/ 4, (818)442-0271 7. I' X I 1/2" TUBE STEEL 8. HANDRAIL BRACKET (JANSEN =1-RB-S, (818) 442-0271, WELD TO ~ANDl<AL, AT 4' O.C. 9. 5l15"X4" MASONRY LAG SCREW 10. MASONRY WALL ($EE PLAN) IL r SQ. TUBE STEEL Cl AT EA. GUARD RAIL POST) 12. GUARD RAIL POST (SEE PLAN> ~ANDRAIL AT GUARDRAIL CONDITION N.T.S. NOTE$• A. CONTRACTOR S~ALL SUBMIT S~OP DRAWINGS TO Tf-.e LAl'IOSCAPE ARCHITECT PRIOR TO BEGINNING WORK f..lANDRAIL AT WALL CONDITION N.T.S. B. THICKNESS, REINFORCEMENT, AND BASE PREPARATION ARE SHOWN FOi-! BID PURPOSES ONLY, REFER TO SOIL ENGINEER'S REPORT AND COMPLY C SEE DETAIL E. THIS SHEET FOR HANDRAIL AT WALL AND GIJARDRAL CONDITIONS NOTE• ALL STEEL SHOP WELDED GRIND SMOOTH REMOVE SLAG AND SPLA TTB1 Pl<IOR TO PRIMER AND PAINTING ALL METAL TO BE PAINTED WITH -I SI-IOP PRIMER -ZINC PRIMER -I FIELD PRIMER -GREY PRIMER -2 FINAL COATS COLOR TO BE SELECTED BY OWI\ER/LAl'DSCAPE AR0-4ITECT. NY-LANDSCAPE ARCHITECTS-INC. 757 West Ivy Street San Diego, California 92101 (619) 235-5360 T 12" TYP. J_ PLAN VIEW l-"--1/4" THICK 812ASS LETTEl2, SET FLUSl-l WITl-l FlNISl-lED SURFACE:, TIMES NEW l20MAN F'ONT TYf"E, LIGHT ABl2ASIVE TOP SLRFACE, PROVIDE SAMPLE TO L.A./ OWNER'S AUTHORIZED REPRESENTATIVE FOR APPROVAL PRIOR TO BEGll'NNG ANY WORK ., 4 r .. _., 4- IIJ, '° ' · A 4 "-...:...:.+.,'-"'"".:.+-1-~-~----.;'--- ~ • ... :~_"2 r2· .. ., <I •· . ., ----------111--,. -,,, .,, '' -,.-. -.. -. -, .. -... -... -.. -. - SECTION '-----A~OR BRACKET ~-CONCRETE PAVNG PS? PLANS ~-SUB-BASE @ NORT~ ARROW LETTERING ~-f..lANDRAIL PER DETAIL D, THIS Sf..lEET CORE DRILL CURB AND APPLY POR-ROK WITH CONTINUOUS SEAM 2 i:i 5 REBAR CONT. 5 I " ,.__-+-+----+---1/2" Ci <'l ..---i:i3 REBAR o 2'-0' O.C. w.+---11 NOTE• REINFORCEMENT, BASE PREPARATIONS, AND THICKNESSES ARE SHOWN FOR BID PURPOSES 01\1.. Y, CONTRACTOR SHALL VERIFY REQUIREMENTS WIT~ T~E SOILS REPORT AND COMPLY. ® CONCRETE CURB APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE TITLE NTS NTS "AS BUil T" DATE ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY LOCATION OF PLANTING REVIEWED BY: APPROVED AREAS. ENGINEERING PLANCHECKER DATE INSPECTOR DATE w CITY OF CARLSBAD ~ 2 PLANNING DEPARTMENT 3 LANDSCAPE CONSTRUCTION DETAILS LAUREL TREE AP P.,RTMENTS APPROVED ";ff;tf'htl Lf-lt-9Y ASSISTANT PL!'iNNfNG DIRECTOR DATE OWN BY: ' PROJECT NO. DRAWING NO. DAIT INITIAL DATE INITIAL DATE INITIAL CHKD BY· D.W.M. EN GI NEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITT APPROVAL RVWD BY: SDP 95-01 368-IL FOR CONSTRUCTION 1-15-99 Si=CTION • ,,.-{4) • i-1 · _,,4_,o: t----~1 ~ •• <SEE PLAN> El FYAIIIJN LEGEND• I. 8X8X16 SLUMPED BLOCK, SACK AIIO PAINT, COLOr;? TO BE SELECTED BY LAJOWNEr;? 2. CONCRETE STEP. r;?EF"Er;? TO DETAIL C, SI-IEE:T L3.I 3. FINISHED SUr;?r ACE 4. FINISHED Gr;?ADE 5. EXPANSION JOINT, f:?EFEf;! TO DETAIL B, SI-EET LS.I 6. CONCRETE FOOTING ON 901; COMPACTE:D SUBGl<ADe 7. ,.4 REBAR AT 24' O.C. BOTH WAYS 8. SLUMPED BLOCK CAP, SACK AIID PAINT, COLOR TO BE SELECTED BY LA./OWNS? NOTES• A. r;?EINF012CEMENT, FOOTING, AND BLOCK SIZE Af;!E SHOWN FOr;? BID PU.!POSES ONLY, REFER TO SAN DIEGO f;!EGIONAL STD. DRAWINGS C-5 AND C-6 AND COMPLY. ~~-,--~~ 6" TYP. -----24"----I'- . ' ' ' ~ . -' ... ' . . . ·,o.- 1 • . '· • l'-i--...,--,,---,-,-,------11== I:. 1 .. · .. - --=J J J r · • · 1-111_ .111,·11. ·I, 11, l~~I I ©Ci--jEEK WALL, CONDITION 'C' NTS -----u .-_-_,_._._.,•, .. ., .. ,. __ 6' I I I ( ....... ®RAMP ENLARGEMENT SCALE= 1/8"=1'-0" 2 1 ~ SECTION BACKFILL MATERIAL FOR ALL WALLS SHALL CONSIST OF SOL WITH LOW EXPANSION POTENTIAL <EXPANSION INDEX LESS THAN 50) (SEE PLANJ IIA121ES ($EE PLAN> . ' • ~ 'ti -:---..._, ' ..... ... L 8X8Xl6 SLUMPED BLOCK, SACK AND PAINT, COLOf;! TO E:!E SB..ECTED BY L.A/OWNER 2. CONCr;?ETE STEP, r;?EFEr;? TO DETAIL C, 61-eE:T 9 S. FINSI-ED SUr;?FACE 4. FNSI-ED Gr;?ADE 5. E:XPANSION JOIN'I, 1-&I Ek TO DETAIL 8, SHEET 9 6. CONa2ETE FOOTING ON 901 COMPACTED SLBGRADE 7. "4 r;?EBAr;? AT 24' O.C. BOTH WAYS 8. SLUMPED BLOCK CAP, SACrc:: AND PAM, COLOR TO BE SELECTED BY L.A/OWNEf;! 9. WATE!2PR00FING, HENRY'S 11107 AND PROTECTIVE BOAr;?D AS APPr;?OVED BY L.A. 10. 3" PEr;?FQf;!A TED PVC Df;!AIN PIPE. f;!AP WITH GeQTEXilLE': FABl<IC AND SURROUND W/ I CU. FT. F'EA Gr;?AVEL CONTINUOUS. DRAIN TO SUB- SUr;?FACE STOr;?M Dr;?AIN SYSTEM (.51 MIN.) PER CIVI.. ENG'S, PLANS, FOR WALLS OVER 3' HT. F'ROIIIDE CONTNJOUS BACK ORAN A. REINFOl<CEMENr.FOOTING.AND BLOCK SIZE ARE SHOWN FOR BID PURPOSES ONLY. r;?i::FER TO SAN DIEGO REGIONAL STD. DRAWINGS C-5 AND C-6 AND COMPLY. . ,· '',t::';=:ll=:==- _11 · ~Ii ~ -"-_ -111 · • I· · I:-= =I 11::- .11 T .I 1-=1 I 11111~1 I El FY r,, TION ® Ci--jEEK WALL, CONDITION 'B' NTS 2 --'I< ~ II [7 I. CONCRETE CUf:28 F'El2 DETAIL B, SHEET 12 2 HANDRAIL PER DET AL D Sl-lEET 12 3. CONCr:?ETE 12AMP <8.33i MAX. Gl2ADIENTl, CONSTr:?UCT PER DETAIL A, SHEET 9. COLOR AIIO FINISH TO MATCl-l ADJACENT CONCRETE PAVING CSEE PLANl. 4. CONCRETE LANDING c:zi MAX. CROSS SLOPE>, CONSTr;?UCT PER DETAIL A, SHEET 9. COLOR AIIO FINISH TO MATCH ADJACENT CONCRETE;: PAI/ING/RAMP CSEE= PLAN). 5. SLUMPED BLOCK RETAINING WALL PER DETAIL A, 51-EET 10 WITH IRON GUARD RAIL F'ER DETAIL B, SHEET IO 7. FINIS..IED SURFACE: (SEE PLAN), FLUSH WITH TOP/BOTTOM OF 12AMP NOTE• r;?AtvP..,_~N~.§:.,91.RB, ANO HANDRAIL SHALL COMPLY WITH ~ 1 5 OP ADA AND TITLE 24 . SECTION 12· ELEVATION LEGEt:,p• I. CONCr;?ETE CHEEK WALL. V2' RADIUS ALL EDGES, NATL.RAL GREY, LIGHT SAIIOBLAST FINISH 2 CONCRETE STEP, REFER TO DET Al.. C, SHEET 9 3. F'INISHED SURFACE 4. PINISHE:'D Gf:2ADE 5, EXPANSION JOINT, REPER TO DETAIL 8, SHEET 9 6. CONCRETE FOOTING ON 901 COMPACTED SUBGRADE 7. "4 REBAR AT 24' O.C. BOTH WAYS NOTES• A. r;?ENPORCEMENT. FOOTING, AND BLOCK SIZE ARE SHOWN 'Clo:---....,. ' ... -- POR BID PLRPOSES ONLY, REFEr:? TO SAN DEGO REGIONAL sm. Dr:?AWINGS C-5 AND C-6 AND COMPLY. '· . v-~..,..,.-1---''k-,''--\ ' ,' •,t,=· =I== ll' .. ~ I , l',--"-r,. · -,-,-~----\ -111 . ' I . =-= =I I l=- .11 T .I 1=~1 I 111 I~ !1 I @Cf--lEEK WALL, CONDITION 'A' NTS <I 2 . <1 . .. 4 I == 11 1 I 11 11 111-11-1 I -----1@) ea ro 6' SECTION 5 PLAN VIEW @6" CONCRETE STRIP APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE TITLE LEGENID• I GROLNDCOVE~ OR S1-QJf ~AP 2 CONCRl=TE, SMOOTl-4 TROWEL F9NIS1-l 3 V4" l<ADIUS TOOLED EDGE 4 TLRF' 5 "3 REBAR, CONTINLOUS 6 COMPACTED SI..EGQADE C90ll 7 SCORE JONT • 10'-0" O.C. TYPICAL NTS "AS BUILT" DATE ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY LOCATION OF PLANTING REVIEWED BY; APPROVED AREAS. ENGINEERING PLANCHECKER DATE INSPECTOR DATE w CITY OF CARLSBAD _ PLANNING DEPARTMENT ~ 3 IJEP(/1: * ·ID ,n IVY-LANDSCAPE ARCHITECTS-INC. 757 West Ivy Street San Diego, California 92101 (619) 235-5360 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTiiER APPROVAL CITY APPROVAL LANDSCAPE CONSTRUCTION DETAILS LAUREL TREE APARTMENTS APPROVED )/fell tf-rt-t?f__ I ASSISTANT f!'ti'\NNING DIRECTOR DATE DWN BY.: P.W,M, PROJECT NO. DRAWING NC'. CHKD BY: D.W.M, 368-IL RVWD BY; SDP 95-01 FOR CONSTRUCTION 1-15-99 IRRIGATION LEGEND SYM. MANLJFACTUR:; MODE1 NO./DESCRIPTIQN PRECIP. RATE PSI GPM RAD. ... RAINBIRD 1812-SAM-150 1.62 25 0.83 14' " y X 9 'if y v IV \/ [I [I] D RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD 1812-SAM-15T 18120SAM-15H 15F NOZ ON SCH. 80 °VC RISER W/ KBI-CV-500MF CHECK VALVE 1812-SAM-IOQ 1812-SAM-IOT 1812-SAM-IOH 1812-SAM-80-PCS-020 1812-SAM-8 T -'°'CS-030 18I2·SAM·8H·PCS-040 18I2-SAM-15EST-PCS-030 18I2-SAM-15SST-PCS·060 15CST-PCS-060 NOZ ON SCH. 40 RISER W/ K31-CV-500MF CHECK VALVE 14' 1.65 14' 3.30 14' 0.36 9' 0.48 9' 0.72 9' 0.20 5' 0.30 5· 0.40 5· 030 4'Xl4' 0.60 4'X24' 0.60 4·x22· Ill RAINBIRD • 1804-SA'v1-15Q 1804-SAV!-15 T 0.83 14' 1.10 14' .. 1804-SAM-15H 1.65 14' 0 1804·SAM·l5F 0.. RAINBIRD 1804-SAM-IOQ 330 14' 0.36 9· '0.. 1804-SAM-IOT .0. 1804-SAM-10-4 Q RAINBIRD 'Q 1804-SAM-80-PCS-020 1804-SAM-ST-PCS-030 1804-SAM-8H-PCS-040 1804-SAM-15EST-PCS-030 1804-SAM-15SST-PCS-060 1804-SAM-15"CST-PCS·060 0.48 9' 0.72 9' 0.20 5· 0.30 5' 0.40 5' 0.30 4'Xl4' 0.60 4'X24' 0.60 4'X22' _Q @ RAINBIRD @) (g) 0 RAINBIRD 1402 NOZ ON 1/2" FLEX RISER WI KBI-CV-500MF CHECK VALVE L62 25 0.50 N.A. PGH-ARV-06 PGH-ARV·IO PG$-3RV-10 ON RISER PGS-ARV-10 ON RISER .72 I .36 .72 NOTE, USE N.P. COVERS ON ALL SPRAY HEADS ON CONTROLLER "C' 40 2.40 38' 6.0 45' 6.0 45' 40 6.0 45' MISCELLANEOUS EQUIPMENT ~ HA'2DI:: 700 SERIES ELECTRIC SOLENOID VALVE <SIZE AS NOTEDl. INSTALL IN CARSON/BROOKS MODEL 1419B VALVE BOX W/ BOLT DOWN COVER MARKED "RCV" W/ STATIO,N NO. .-<;J HA;;:>DI:: 700 RW SERIES ELECTRIC SOLENOID VALVE (SIZE AS NOTED). INSTALL IN 'CW' CARSON/BROOKS MODEL 1419B VALVE BOX \IV/PURPLE BOLT DOWN COVER MARKED "RCV" W/ STATION NO. EB EE? ® <D GRISWOLD 2230-11/2" ELECTRIC SOLENOID PRESSURE REGULATING MASTER VALVE - INSTALL IN CARSON/BROOKS MODEL 1419B VALVE BOX WI BOLT DOWN COVER MARKED "MV". SET REGULA TOR AT 80 PSI. GRISWOLD 2230-1 1/2" ELECTRIC SOLENOID PRESSURE REGULA TING MASTER VAL VE - INST ALL IN CARSON/BROOKS MODEL 1419B VAL VE BOX WITH PURPLE BOLT DOWN COVERMARKED "MV" SET REGLLA TOR AT 85 PSI. MUaLER STEAM 1258-2" BASKET STRAINER W/ 062 SS SCREEN -INSTALL IN CARSON/ BROOKS MODEL 1324-15 VALVE BOX 1/V/ PURPLE COVER MARKED "FILTEQ" RAINBIRD 33 DNC QUICK COUPLING VALVE -INSTALL IN CARSON/BROOKS MODEL 910 ROWD VAL VE BOX w I SOLT DOWN COVER MARKED ·ocv· NELSON 7644 R QUICK COUPLING VALVE -INSTALL IN CARSON/BROOKS MODEL 910 ROWD VALVE BOX WI PURPLE BOLT DOWN COVER MARKED "OCV' DAT A INDUSTRIAL MODEL 220P • 1.5 FLOW SENSOR DAT A INDUSTRIAL MODEL 220P -1.25 FLOW SENSOR HAMMOND 8201 LINE SIZE BALL VAL VE • INST ALL IN CARSON/8ROOKS MODEL 910 ROUND VALVE BOX WI BOLT DOWN COVER MARKED "GV" <PURPLE COVER ON RECLAIMED WATER SYSTEMl 0® PTS·CAl·R81·40/MVR1HFS·l50 WI "RAIN CHEC<" CRAIN SHUT-OFF DEVICE':l © ® [&,] [i] l:.iiil PT$-CAl~RBl-321MVR/HFS·l25 WI "RAIN CHECK" CRAIN SHUT-OFF DEVICE) PTS·CAI-R81·81MVRIHFS-125 WI "RAIN CHEC<" CRAII\J SHUT-OFF DEVICE! 2' IRRIGATION WA Te:R METER -PROVID::O BY OTHEl<S z· ;;:>ECLAIMED IR;;?IGATION WATER METER -PROVIDED BY OTHERS FEBCO 2" 825Y REDUCED PRESSU;;:>E BACKFLOW PREVENTER ---APPROVED CL 315 PVC 2" AND LARGER -SCH. 40 PVC I 1/2" AND SMALLER MAINLINE (SIZE AS NOTED) ---APPROVED CL. 200 PVC LATERAL PIPE EXCEPT 112" TO BE SCH. 40 PVC (SIZE AS NOTED! -• -PACIFIC PLASTICS PURPLE 12ECLAIMED CL. 315 PVC 2" AND LARGER· SCH. 40 PVC 11/2" AND SMALLER MAINLINE <SIZe: AS NOTe:Dl • INSTALL IN l<ECLAIMED WATER SYSTEM ---PACIFIC PLASTICS PURPLE Re:CLAIMED CL. 200 PVC LATER AL PIPE e:XCEPT 1/2" TO BE SCH. 40 PVC (SIZE AS NOTED J -INST ALL IN RECLAIMED WATER SYSTEM ===== APPROVED SCH. 40/80 PVC PIPE SLEEVE (SIZE SHALL BE TWO TIMES THE DIAMETER OF THE ITEM TO BE SLEEVED), SEE SLEEVE NOTE BELOW -•. •-APPROVED $CH. 40/80 PVC WIRE s~E::VE (SZE SHALL 6E TWO TIMES THE DIA METE;;:> OF T...!E ITEM TO BE SLEEVED), SEE SLE::VE NOTE 3ELOW SU;EVE NOTES, SLEEVES SHALL BE SCH. 80 UNDER VEi-,ICLE PAVING WI 30" OF COVER FOR MAINS, LATERALS AND Wli<l"\JG. SLEEVES SHALL 3E SCH. "-0 U"\JDER PEDES"'."RIAN PAVING WI 18" OF COV'::R FOR MAINS AND WIRll\cG, AND 12 COVER "'012 LA TE:2ALS. IRRIGATION INSTALLATION I. ALL MAINLINE SHALL BE BURIED WITH A MINIMUM OF 18" OF COVER IN PLANTED AREA AND 30" OF COVER UNDER ALL PAVED AREAS. 2. ALL LATERAL LINE SHALL BE BURIED WITH A MINIMUM OF 12" OF COVER IN PLANTED AREAS AND 30" OF COVER UNDER ALL PAVED AREAS. 3. OWNER WILL PROVIDE WATER METER AND ELECTRICAL SUPPL-Y FOR CONTROl.LER. CONTRACTOR WILL BE RESPONSIBLE FOR CONNECTING MAINLlr--.E AND PVC TO METER AS WELL AS CONNECTING CONTROLLER TO THE ELECTRICAL SOURCE SUPPLIED. 4. Al.l. El.ECTRICAL CONTROL WIRE SHALL BE DIRECT BURIAL =14 U.F. APPROVED IN AN 18" DEEP TRENCH. COMMON WIRE SHALL BE WHITE IN COLOR AND HOT WIRE SHAL.L BE RED. SECURE TO MAINLINE AT 10" INTERVALS. WIRE CONNECTORS SHALl. BE PENTITE OR SNAP-TITE ONLY. 5. SYSTEMS hAVE BEEN DESIGNED WITH A MINIMUM STATIC PRESSURE AND A MAXIMUM FLOW AS INDICATED ON THESE PLANS 6. VAL VE BOXES SHALL BE MODEL " 910 FOR QUICK COUPLER VALVES AND MODEL u 1419-12 FOR REMOTE CONTROL VALVES AND MODEL ul324-15 FOR THE BASKET STRAINER AS MANUFACTURERED BY CARSON-BROOKS PLASTICS. INC. ALL VAL.VE BOXES SHALL HA VE A BOLT DOWN GREEN OR PURPLE COVER MARKED WITH GV. OCV. ANO RCV RESP:'CTIVEL Y 7. CONTRACTOR SHALL VERIFY IN THE FIEl.D ALL SLEEVES EITHER EXISTING OR TO BE INST ALLE). 8. CONTRACTOR SHALL SUPP_, 2 QUICK COUPLER KEYS AND MA TChlNG HOSE ELLS TO OWNER AND Ti-;E END OF THE MAINTENANCE PERIOD . 9. ALL AUTOMATIC CONTROLLEl2 PROGRAMS MUST BE SET TO OPERA TE BETWEEN THE: HOURS OF 10 P.M. AND 6 A.M, LNLESS OTHEl2WISE D112ECTED BY THE LANDSCAPE ARCHITECT. 10, ALL IRRIGATION WORK. SHALL BE GURANTEED BY THE CONTRACTOR AS TO THE MATERIAL AND WORKMANS...!IP FOR A PERIOD OF ONE YEAR FOLLOWING THE DA TE OF ?INAL ACCEPT ANC:: OF THE WORK. IL FINAL LOCATION AND EXACT POSITIONING OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY THE LANDSCAPE Al2CHITECT PRIOR TO INSTALLATION. 12. THE IRRIGATION CONTRACTOR SHALL NOT Wll.LFULLY INSTALL THE SPRINKLER SYSTEM AS 81-<0WN ON TH:: DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS. GRADE DIFFERENCES OR DIFERENCES IN THE A12EA'S DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPO"\JSIBILITY FOR ANY REVISIONS NECESSARY. 13. EXT;;:>EME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING Ne:AR EXISTING UTILITIES CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITIONS OF ALL UTILITIES AND BE RESPONSBLE FOR DAMAGE TO ANY UTILITIES. 14. THE CONTRACTOR $HALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND T...!EFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER. 15. ALL POTABLE WATER PRESSURE LINES SHALL BE TESTED FOR 3 HOURS UNDER HYDRO$T A TIC PRESSURE OF 150 POUNDS PER SQUARE INCH AND BE PROVEN WATER TIGHT. CONTRACTOR SHALL PROVIDE ALL EOUIPMEN-FOR HYDROSTATIC TESTS. 16. ALL RECLAIMED WATER PRESSURE LINES SHALL BE TESTED FOR 4 HOURS UNDER HYDROSTATIC PRESSURE OF 180 POUNDS PER SQUARE INCH AND BE PROVEN WATER TIG,-C. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT FOR HYOROST A TIC TESTS. 17. EXCEPT AS OTHERWISE PROVIDED. THE CONTRACTOR SHALL ?ROCURE ALL PERMI-S AND LICENSES. PAY ALL CHARGES. AND FEES AND GIVE NOTICES NECESSARY AND INCIDENTAL TO THE DUE LAWFLL PROSECUTION OF THE WOR<. 18. UPON COM'''LETION OF INSTALLATIONADJUST ALL SPRAY HEADS FOR PROPER COVERAGE AND DISTANCE SO AS NOT TO ALLOW ANY 0VE12SPRAY ONTO PAVED AREAS OR OTHER HARD SURFACES . 19. DRAWINGS ARE DIAGRAMATIC. CONTRACTOR SHALL BE 12ESPONSBLE F'012 ADJUSTMENTS NECESSARY TO CONFORM TO ACTUAL FIELD CONDITIONS COSTS INCURRED DUE TO ANY ADJUSTMENTS FOR COVERAGE, INCLUDING THOSE REQUESTED BY THE LANDSCAPE ARCHITECT OR OWNER'S l<EPl2ESENT A TIVE, RELATIVE TO THE LOCATION OF THE EOUPMENT AS SHOWN ON THE DRAWNGS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 20. PIPE ROUTING IS DIA GR AMA TIC AND IS SHOWN FOR CLARIFICATION ONLY. !NST ALL IN PLANTED AREAS WHEREVe:R POSSIBLE. INST A .. L ALL MAINLINE OUTSIDE THE STREET RIGHT-OF-WAY. 21. INST ALL FLOW METERS WITH 10 PIPE DIAMETERS OF SENSOR-SIZED PIPE UPSTREAM OF FLOW SENSOR AND 5 PIPE DIAMETER$ OF' SENSOR-SIZED PIPE DOWNSTREAM (PIPE SIZED AS PER FLOW SENSOR SIZE) OF FLOW SENSOR. FRLOW SENSOR SHALL BE INSTALLED TEN (IQ) PIPE DIAMETERS UPSTREAM OR DOWNSTREAM FROM ANY VAL VE, FITTING. METER OR BACK.FLOW DEVICE. PROVIDE ONE (I) BLACK AND ONE Cll RED '114 U.F. CONTROL WIRE FROM THE FLOW SENSOR TO THE CONTROLLER INSTALL FLOW SENSOR IN CARSON-BROOKS MODEL nl419B VALVE BOX W/ SOLT DOWN COVER MARKED 'FS'. VALVE 30X COVE;;:> ON RECLAIMED WATER SYSTEM SHALL BE LAVENDER. 22. INSTALL CHECK. VALVES TO PREVENT LOW HEAD DRAINAGE. 23. INST A~L POP-UPS WIIN 10' OP ALL PEDESTRIAN USES IVY-LANDSCAPE ARCHITECTS-INC. 757 West Ivy Street San Diego, California 92101 (619) 235-5360 IRRIGATION PRESSURE LOSS CALCULATIONS PRESSURE CALCULATIONS FOR RE:MOTE CONTROL VAL VE 812 AMT. 1100 DESCRIPTION IRRIGATION WATER METER (2") FEET OF 4" CL.315 PVC MAINLINE FEET OF 3" CL.315 PVC MAINLINE FEE:T OF 2 112" CL.315 PVC MAINL.INE FEE:T OF 2" CL.315 PVC MAINLINE FEET OF I 1/2' SCH, 40 PVC MAINLINE FEET OF I 114· SCH.40 PVC MAINLINE FEET OF' I" SCH. 40 PVC MAINLINE ELEV A TION GAIN FITTINGS LOSS <20% OF LATERAL L0$$l BACKFLOW P12EVENTER <2") BASKET STl2AINER C2"J PRESSURE REGULA TING MASTER VAL VE <I 1/2") PRESSURE REGULA TOR REMOTE CONTROL VALVE (11/2") LATERAL LINES TOT AL SYSTEM LOSSES EXISTING STATIC WATER PRESSURE PRESSU'2E REQUIRED AT HEAD PUM'°' STATION PRESSURE PRESSURE REGULA -oR SETTING RESIDUAL WATER PRESSURE FLOW IN G.P.M: 60.00 60.00 60.00 60.00 60.00 45.00 PRESSURE CALCULATIONS FOR REMOTE CONTROL VAL 1/E CS 500 DESCRIPTION IRRIGATION WATER METER (2') FE::ET OF 4" CL.315 PVC MAINLINE FE::ET OF 3" CL.315 PVC MAINLINE F'EET OP 2 112" CL.315 PVC MAINLINE FEET OF 2" CL.315 PVC MAINLINE FEET OF I 112· SCH. 40 PVC MAINLINE F::ET OF ! !/4" SCH.40 PVC MAINLINE FEET OF 1· SCH. 40 PVC MAINLINE ELEV A TION GAIN FITTINGS LOSS <20'.! OF LATEl2AL LOSS) BACKFLOIN Pl2EVENTEl2 <2"l BASKe:T STRAINER (2") PRESSURE REGULA TING MASTER VAL VE (I 1/2") PRESSURE REGULA TOR REMOTE CONTROL VAL VE (I 1/2") LATERAL LINES TOT AL SYSTE:vl LOSSES EXISTING STATIC WATER PRESSURE PRESSURE REQUIRED AT HEAD PUMP ST A TION PRESSURE PRESSURE REGULA TOR SETTNG RESIDUAL WATER PRESSURE FLOW IN G.P.M 5000 50.00 50.00 50.00 50.00 42.00 PSI LOSS 2.70 9.80 10.80 2.20 8.00 2.00 5.00 1.30 4.20 24.40 106.00 25.00 65.00 15.60 PSI LOSS 2.70 2.60 4.80 1.00 8.00 1.50 3.70 1.30 5.00 28.60 108.60 40.00 80.00 11.40 "AS BUILT" TITLE _______ _ 1 DATE E~GINEER'S SIGNATURE REQU:REO ON PAGE I ONLY APPROVED APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIE:WEO BY' ENGINEERING PLANCHECKER DATE INSPECTOR DATE SH~ETS ~ CITY OF CARLSBAD 1----+-----+---------~-------l-----+----l---l----~ lJ..±._J PLANNING DE:PARTMENT l----+-----+-----------------1-----+----1---l----~ 33 DA TE INITIAi_ DATI: INITIAi_ ENGINEER OF WORK REVISION DESCRIPT10N OTHeR APPROVAi. DATI: INITIAi_ CITY APPROV>I_ IRRIGATION NOTES & LEGEND LAUREL TREE APARJMENTS _AP-PR_ov_E_o ---'-✓""/.1/_.?-'l,<:...·7=-u, £,<:..._{j)l. ___ lf-/f,-yf ASSIST ANT PLANNNG C11RECTOl2 DA TE OWN BY: ll "'M PROJECT NO. DRAWING NO g~~Di~, D.W.M. SOP 95-01 368-1L C.MW.D JOB NO. 86-501 FOR CONSTRUCTION 9-21-98 i . ! I \ j ! ! V2' 3/4' \ I i ! 314" I . 1/2' 3/4' / 11/4 "•,~,, I ! I I ! ! ! I ! / I l VT i r;>EFEr;> TO s.eETS 19, 20, E 21 FOr;> ll<r;>!GATION DETAILS, r;>EFEr;> TO S.eET 14 FOr;> D<r;>IGA TION LEGEND AND NOTES. I , I 11J1 I 1lil . . , ?;,,-;•" j '-'-, '·1/,i '··, I 1/i <J i •-••• ,r«, •. 1!!!i'P"·-•"-rJ SCALE: 1"•20'-0" IVY-LANDSCAPE ARCHITECTS-INC. 757 West Ivy Street San Diego, California 92101 (619) 235-5360 I I (·· t ~I ,_h-.,, .... I -- V2" .. 0 ' I I{) IV -- '2' i ·-... ,,_ ..,,!, w {j.J (f) 0 (/) 61 0 ITT •©-- I I I .. ···• ---············t······ I I I I I I I I I I I I \() 1-w w :I (f) w w (f) .w ,z I _J I :I 10 I I- I <( ' : ~-'qp~Jl- 1 I I I 1----- 1 I L I , 2 ·····- ,(I) . . 'ij ;,;; .. :,: . . . ... . . ... ... .... ... . _,µ,--_:::~·:::' . .,,~«• /4" ~ 81 ~ 17-'-o' •~ , 1 ~1 .L-~t1~1 ,,.,,., .. ,, ,,,,,.«•-·· j I" ~4-------......... ~-Bl 11/2" ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. APPROVED . DATE -- A27 I 1/2". :l/4. l I "AS BUILT" TITL DATE [sHm] CITY OF CARLSBAD ISHEETSI ll----f----+----------------1------1---i----r----i l..JU PLANNING DEPARTMENT 33 ll---+--+-------------t---t----i-----i-------1 LANDSCAPE IRRIGATION PLANS DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LAUREL TREE APARTMENTS ASSISTANT OWN BY: CHKD BY: D.WM. RVWD BY: PROJECT NO_ SDP 95-01 DRAWING NO. 368-IL C.M. W.D. JOB NO. 86-501 FOR CONSTRUCTION 1-15-99 -r LO 1-w w :I (f) w w (f) w z _J :I 0 I- <! ~ I I I l,jfa!O I L I ';l;;l-" I I ___ , P.0.C. <POTABL.f!l 2" IIETBi? AND 2• SEJ:l\/lCE LINE: TO TO BE PROVIJED BY OWNER. REF61 TO CIVI.. Pl.ANS FOR EXACT LOCATION. CONTRACTOR SHALL PROVIDE ONE 2" MUELLER STEAM MOOa 125B BASKET STRAINER W/ .062 STAINLESS STEEL SCREEN Ar-D ONE H/2" GRISWOLD MODEL 2230 PRESSURE: REGU..ATNG aECTRIC SOLENOID----~ MASTER VALVE. ,,,-~·~·~-- 2· . ..l,:"' / /\" ;/ • 3/ 2· ... . .... ~r ! "' ~/4~~t:~~~(.~,--'\. '\ ""-/,,.,,,_ .. ,, ,,,,;.+'I'·· . \ ',~ \ " ;-,~.:~,--:~,. . . ,., -~,~ j,,,i~/\ , • . l.-v1 3/ii'' .. ~< i ii I ,. -..... _ " ~ i .. \ r-...'" \ L,~H:>t7'• . . ..... :,~t ii\ i,-·--...... /;'~-1_ : , · I rtl~f C'f' . .Jr IL' \ . _ ii l // f+i ;: it~=~ ,.,, ..... . d> / ;· ¾21/2" 112· \A'-,1.-V~? I ; \ I i . Si'3l~IC:E:U_N,,E,, ,.,,,- 144-··i 21 A~ '1 il I ,314• i"r·· .. ,mm,-,,,, •• ,.,_,,_,., mn•m-,•e Pm,mn j ,,I,~ TT'"' ,1 i '---...' ,-· -, ~ \.l ...o,~:% ' ·~ ~"' l L I VZ. r 1 '] 3., ~-c.{/ A SO @ 'ir~ ., I • iv' j• \ \ ,;;,:; \ ✓.: 11-r~=~=i: r t-=~~ '·1 : I V2" ! ! ! 1112· j r J j 7 i ! ; l4i i I 'r r I V4" i I ! I doN11ROLLE:R "C" \ , , PACFIC TEC.NCAL Sl:Rv1CES <PTSl ASSEMBLY CAI • RBI • 32/MVl::ln.f'S · 15. 0 WI-ICH INCLI..OE:S ONE RAN Bl<D ESP-MC SEIIES aECTJ:IIC WALL MOUNT CClNTI<OLLER MOUNTED INSOS A VANDAL RESIST ANT STANLESS STEa 1 ' ENCLOSURE. CONTRACTOR SI-IAI.L CQORDI\JATE THE 120V POWER SLPPL Y i TO THIS' LOCATION AND MAKE A ; , FINAL HOOK-LP. FINAL: LOCATION OF ; !~~a'JJJiw,~st1.ti!r~APfb A~t \1 114· \ . "' \ i 1. i ' '. \ : ' dil>-...111~ , 114\ -----' i f--'=-+'--'\ =-==-------TC~UINE 2 li2" 3/ • ; I r j ' I I ! f . I / I .. ?#/f: ENGINEER"S SIGNATURE REQUIRED ON PAGE 1 ONLY /;"~, APPROVED . (a :r-ij ENGINEERING PLANCHECKER t3 -z1 ..J A "3 - j j POINT OF CONNECTION CPOTABLE WATER) WATER METE:R SIZE z ELEVATION AT METER 130' ZONE/HGI.. 375' ST A TIC Pl<E:SSURE AT METER 106.0 MAXIMUM DEMAND 60GPM TURF AREA SERVED 4800 SQ. FT . PLANTER AREA SERVED 51,000 SQ. FT. YEARLY WATER USE CTLI:!Fl .85 AC. FT.I YR. YEAl::IL Y WATER USE CPI.ANTER) 6.3 AC. FT.I YR. YEARLY WATER USE CTOTAU 7.15 AC. FT.I YR. POINT OF CONNECTION (RECLAIMED WATER) WATEI< METE!< SIZE ELEVATION AT METE!< ZONE/HGL ST A TIC PRESSURE AT M=TER MAXIMUM DEMAND AREA SEl<VED YEARLY WA TEI< USE 2' 130' 375' 106.0 60 GPM 64,000 SQ. FT. 7.3 AC. FT./Yl::I. REFE:R TO SHEETS 19, 20, e 21 FOR IRl<IGATION DETAILS, REFE:I< TO SHEET 14 FOR ll<RIGATION LEGEND AND NOTES. "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. • 7-M-CO .f=L6..:...tt1!f..J..J C,f-"-'' ~-30-0bATE RfjVIEWED BY: i.,,.f21¥ INSPECTOR '2· 14-a, DATE CITY OF CARLSBAD I SHEETS I lt---+----+---------------+--~----1-----1----1 PLANNING DEPARTMENT 33 i ,1 I ' I ' I 11 i I i i l!!P?-ti . ~ .,, SCALE1 1"•20'-0" IVY-LANDSCAPE ARCHITECTS-INC. 757 West Ivy Street San Diego, California 92101 (619) 235-5360 ll---+---+------------------1----1----1----1----I DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE IRRIGATION PLAN LAUREL TREE APARTMENTS DWN BY: CHKD BY: D.W.M. RVWD BY: PROJECT NO. SDP 95-01 DRAWING NO. 368-IL C.M.W.D. JOB NO. 86-501 FOR CONSTRUCTION 9-21-98 -r ~ 0 I I I / ' i I I 11/47 i r ' I I \ j ' ' ! 11/4" i ' I / ,' I I - I I I REFER TO Sf-f:E:TS 19, 20. e 21 fOR IRRIGATION DETAILS, REFER TO Sel=E:T 14 fOR RRIGA TION LEGEND AND NCTES, \ \ I 1· 11 45 LOCATE MANLINE OUT Of RIGl-lT-OF-WAY I I I j ! -- ..... _·_·· -/~z:: .. 14'.>·· j'· CAL ·T/?/,A:hu. · "'G"i-lT L.!\,,.. .. , r-,ii~ o A,, ,r"'•;;; '·'! h/')'""Cr''·('~-~?!_ // ·• 0!•'"':J ! ,f,A)~f"4,,<:'. •. (j:, .• ,;,0.,k\,j •. ,F~, CONTf:!oiiE;R 'D" PACFIC TE:C1-NC;I.L·SB1V1CES CPTSl ASSE:rv8.. Y CAI -~I -8/MVR/Jdi'S • 150 WI-ICI. NCLl.DE:S ONE: RAN BIRl'!f .... E:SP·MC SE:RES E:LE:CT~C WALL MQLN,··· CONTROLLE:R MOLNTE:D NSDI= A VANDAL RESIST ANT ST AINLE:55 STE:a E:NCLOSlJQE:, CONTRACTOR SHALL ··m· .ORDINATE: TelE' 120V POWE:R s.JPPL Y T 'IHS J.OCA TION AND MAKE A Fl l-lOOK-1.P, fNAL LOCATION OF Tl-lE: CCNTROLLE:R SHALL SE APPROVE:D BY Tl-lE: LANDSCAPE: ARCl-llTE:CT. MT-t;• ~ .,., SCALE• 1"=20'-0" t§J IVY -LANDSCAPE ARCHITECTS-INC. 757 West Ivy Street San Diego, California 92101 (619) 235-5360 3/4" I I I 3/ ---4" .,f '. "l;-.... f-~tr-,,,Q __ .,, .,. 11,.· ••••.•.. 0 _1. -+-~---~~. ····~·- ' ... , 7 -112· ·-3/4" I I V\ - ,. 0 _, "'t- 11\ 3/4" 3/4" X ----1'~ -- 1/2" 1· ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED DA TE INITIAL /2" 3/4" :JM!JJM&r···.:." 314· {I) )' f$t l!Z ENGINEER Of WORK REVISION DESCRIPTION 3/4" . \ i ' ' \ i ; 2•l 1/Z'; I. \ \·, i ' I i 3/4" f.-L .. 67i:>f--t-'l--'ql:-:!'1 -~u~t, •.~~ I _,_, ): 3/4,,."'el'.i--s '. :2•' ),,d'., .. :J:J,,_,=,~.,~.•,•"°"'hC'h3/·C·, >C· c·--•,,· "' '"'"' !\PT--" c4' . ..... . ..... . • I • 2W OWN BY: r =-,--.,,,_-·=-''~'""""\ ! ________ j_ 11/2" ' 1/Z 1/2" ... ,. 1/T {,,__µ1::::,j':;(f}· ,,,. ~·-~--·-::ii~ __ r:::·::_:i:=:···3~-~-:0:.',,,!::=:::~ -,,---~ , 3/4" )(' 2112· I 3/4' I >I' BUILT" 22 I V2" 32 112· '1-11-co ,P~.:..fcll}":~_.l;'r6j'.;_;__?-="'-o/ DATE 1· 14--ro DATE DATE INITIAL DATE INITIAL CHKD BY: D.W.M. PROJECT NO. SOP 95-01 DRAWING NO, 368-IL OTHER APPROVAL Cl1Y APPROVAL RVWO BY: C.M.W.D. JOB NO. 86-501 FOR CONSTRUCTION 9-21-98 I -r --.J ~I . ---r--- 1 ,. -· . ~~=--""tdl. w--"'JC • .'1 ":\J--- I ~-' __ <[}.' / I ~~ , \ ,; 3/4 \ 32 r @0~21 11/T -~ ~ -~ I VT I · , I 2V2' I I V2' I ---,-~ I I ...... - 1 _,, .. -····· I"'_,_,, ___ ,,_ ·-·-,.---···· 39 •-••"' ,,w,•~•• ,-\ \, " . ,. ;/'C" .,, . r11i-. __ ,,_,, .. ", \ r. • ,_,,,,.NJ..,N 3/4' ' I 1AR.A PARK\\/AY ,,,, .. VT- I I I I I I I ___ , . __ ._ __ _ L--'1-..-/4' ®19 \ \ \ & ,ft ii \ \ V. , ' 1-P~'M"" ct~)N3,t:Alj '"""'~ , H '· I ':::;·.:: ... -'' ~ ""' ~~,-- \ \ ------- I ~ .l-."-.!~U:e""-➔ ~l~~,:;,:.p· ·...--· ··-..;···•,:-.,, ...... 4"1.1/2' \ ' ~~-J..,y'c,. . \ R.O.W, ! _,,-,, I ,O••····· __ ,,,___ f / / I 1/T -·--· ____ ,,._,, ... x--, t, '-O lf4Jf7, • -.u.,, SCALE• 1"=20'-0" [§J IVY-LANDSCAPE ARCHITECTS-INC. 757 West Ivy Street San Diego, California 92101 (619) 235-5360 r- f"' '"'"'~_,,,,,, ___ ·--''' ·1 ; 314' L: 'V2" i --\ ' --,1'--23 A2O ' • i Cl2 42 11/2" II~ () L J _, 2w2•-V - ~ ~ I 1 -Cl -I 4' f (J) r -JI! IJ\ - ·EB .. ~t ........ 2 1/2' • 0 - 212• ~ ',j- r.J 2 V2' , ' , l ; I 1 , ,,iOHL:INE SEE S~ES:T \16 ~~------~--~----·---• I • \ r ' \ l '31q ,.. 1112" \ , 112· \ ·t·;-'. 2· {,,-, ···-··-·~ ),,. ,, .. I V2 j. ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED .. ---··.,, Rl:Fl:R TO SHl:l:TS 19, 20, e 21 FOR !<RIGA TION Dl:T AILS, Rl:Fl:R TO SHl:l:T 14 FOR IRRIGATION Ll:GeND AND NOTES. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. INSPECTOR "AS BUILT" DATE CJ. 14.tt, DATE fsHml CITY OF CARLSBAD ISHEETSI 11---1--+---------------+---,--+---t---1 ~ PLANNING DEPARTMENT 33 11---1--+---------------+---,--+---t---1 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION LANDSCAPE IRRIGATION PLAN APPROVED LAUREL TREE APARTMENTS OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: D.W.M. 368-IL OTHER APPROVAL CITY APPROVAL RVWD BY: SDP 95-01 C.M.W.D. JOB NO. 86-501 FOR CONSTRUCTION 1-15-99 ! ! @--- FLOW L.EGEND SECTION I. FLOW SENSOR 2. P·_ASTIC VA_VE BOX (12" AMETEK OR EOUAU 3. FINISH GR ADE. 4. MAINLINE 21" OF C1-EAN ::>!PE UPSTREAM OF SENSOR 5. BRICK SUPPORT 6. CA~SENSE FLOW SENSOR. 7. 3/4" CRUSHED GRAVEL 8. 12" OF CLEAN PIPE DOWNSTREAM OF SENSOR ® FLOW SENSOR 2 18" MAX. 7 I. ROUND VALVE BOX (PURPLE ON RECLAIMED SYSTEM) 2. FINISH GRADE 3. BALL VALVE 4. PVC MALE' ADAPTE:'R· TYP. 5. RED BQICK-4 REO. 6. PRESSUQE MAINLINE PIPE 7. PEA GRAVEL. 6" DEEP 8. RECLAIMED TAG FOR I/ AL VE$ IN RECLAIMED SYSTEM N.T.S. ®f---B_A_L_L_V_A_LV_E _______ _ NTS T ," '1 I I" '1 I I'..:_ 11_111_11 _," ._I I I; 4 0-- LEGEND ... •·-i:-:;;,:_//{::\-=f~j /;'c .... 8 SE:CTION 9 I. PRESSURE REDUCING VALVE 2. RECTANGULAR VALVE SOX <PURPLE ON REC1-AIMED SYSTEM). 3. FNISH GRADE. 4. PVC PIPE FQOM POINT OF CONNECTION 5. PVC MALE ADAPTER. <TYP.) 6. PVC PIPE TO 8ACKFL.OW PREVENTER 7. COMMON BRICK. C4 REQUIRED) 8. 3/4" CRUSHED ROCK. 8' DEEP. 9, 2" CLEAR SPACE. 10. I" IN TURF AREAS. 2" IN SHRUB AREAS. ©PRESSURE REDUC NG VAL VE RE'CTANGULAR PLASTIC VALVE SOX WIT>-! SOL. T DOWN LID. ONE VALVE' Pl:R e!OX • NO EXCEPTIONS. INST ALL SOX AS S>-IOWN IN e!OX INSTALLATION DETAIL. TOP DIMENSION, D 3/4" 17" 112" DEEP) FNIS>-1 G-?ADE / i<OUT:: OR LABEL EAC>-1 VALVE NO. INTO UDS (PURPLE ON REOLAIMED S1STEMl I WATE.?PROQ= SPLICE MASTER CONTROL VAL VE SEAL CUT-OUTS W /POL ,URET>-IANE FOAM SC>-1 80 PVC NPPLE LENGTJ..I AS .-,EOLIRED SC>-IEDULE 80 PVC T>-1.?EADED FITTINGS tAS i<E'OUQEDl -·~·-····~ / . '-......... ~•··~··~ ,:,0 0 00 e 0 ;.,0 01;,o ~ 9 11 .,0 o o 0 o o o"-t,;,-,;, 0<> " o" ,;, 0 ,;, <i-0 1> "",;, oo<;>,:, ,:,o ,:,o,;, o 9 oo,;, o<> ,:, ,:,0Q0 o,:,0 9°o <>o""o ~"oo"0 o,:,09o,::, 3' MIN. PEA GRAVEL • 4" DE'E'P BE'LOW VALVE (NO SOIL IN VAL VE BOX) TO IRRIGATION CONTROLLER I" PVC CONDUrf 2' 4" RECYCLED PLASTIC LUMBER l<EF6? TO IR.-,IGA TION LEGE:ND LOWE'R LATERAL. LINE WIT>-! SC>-1 80 PVC LOWER LATERAL LINE WIT>-! SC>-1 80 PVC 457 E'LSOWS 457 ELBOWS Ff?ONT VIE:W PROVIDE RECLAIME'D TAG ON MASTER VAL. VE IN RECL.AIMED SYSTEM @_M_A_S_T_ER_C_O_N_T_R_O_L_V_A_L V_E ___ _ NTS !VY-LANDSCAPE ARCHITECTS-INC. 757 West Ivy Street San Diego, California 92101 (619) 235-5360 14r--------tlt----k:o:r---_J 4 6" MIN. I" ' ... T L" I" ' .. ' r18"MIN . .._.....,.__;__,___,_ _-24" MAX, i LEGEND 10 7 I. AUTOMATIC CONTROULER ENCLOSURE WITH HINGED 00012, 2. AUTOMATIC CONTROLLER MOUNTED ON ENCLOSURE SACKBOARD. 3. SLOPE TO DRAIN 4. DIRECT BURIAL CONTROL WIRES TO CONTROL VALVES 5. FINiSµ GRADE SµALL BE I" BELOW BASE IN TURF AND 2" BELOW IN GROUND COVER 6. PVC LONG SWEEP ELL 7. OPENING -SAME SIZE AS OPENING IN CONTROL.LEI< BASE. FILL WITH 3/4' CRUSHED ROCK. 8. 117 VOLT, 60 CYCLE POWER SUPPL. Y WIRES IN CONDUIT. 9. P0Ul2ED CONCRETE BASE -6" MIN. AS "1EOUIRED 81 MANUFACTURES INSTALLA"'"ION GUID. EXTEND CONCRETE'IN FRONT OF CABINET A SUFFICIENT DISTANCE TO ALLOW UNOBSTQUCTEO AREA FOR DOOR TO SWING FREE OF PLANT MA TERIAc. 10. ENCLOSURE BASE. EXTEND CONCRc:TE I" BEYOND ENCLOSURE BASE OPENING. MET AL ALIGNMENT TEMPLATE SETS MOUNTING BOLTS AT PROPER SPACING. REFER TO MFG"1.'S INSTALLATION SPECS. II. Pl<OVIDE RECLAIMED WARNING SIGN ON OUTSIDE SUQFACE OF CONTROLLER ENCLOSURE BEING USED ON RECLAIMED SYSTEM. @AUTOfV1A TIC CONTROLLER NTS LEGEND I. RED BRASS 90 DEG. EL.L. <TYP.l 2. RED BRASS UNION LINE SIZE 3. REDUCED PRESSURE SACKFLOW PQEVENTER 4. RED 3RASS NIPPLE 4"MIN. L.ENGTµ AS REQUIRED 5. FINISµ GRADE 6. RED BRASS N1PPL.E CTYP) WRAP ALL PIPE BELOW SOIL LINE. t ~ i 12"' MIN. 30" MAX. 5 7. PVC MAINLINE PIPE 8. PVC MAL.E ADAPTER 9. 12' X 12" X 12" CONCRETE TµRUST BLOC<:'.. (TY::>.) -1 I I= -----11 ! 1=-10. FROM PRESSURE REDUCING VAL. VE ADAPT AS REQUIRED 1----10 . ~~~ • 8 NOTE• I. INST ALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AN:J µEAL. rµ DEPARTMENT. VERIFY L.OCAL. REQUIREMENTS PRIOR TO INST AL_A TION. 2. INSTALL. BACKFL.OW PREVENTER SQUARE W/ µARDSCAPE ELEMENT. 3. INST ALL PER C.M W.D. STD DWG. t.W-20 ®r----B_A_C_K_F_LO_W_P_R_E_V_E_N_T_O_Q _______ _ NTS APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, INCLUDING PRECISE TITLE DATE ENGINEER'S SIGNATURE REQUIRED ON PACE I ONLY LOCATION OF PLANTING REVIEWED BY APPROVED AREAS. ENGINEERING PLANCHECKER DATE INSPECTOR DATE ~ CITY OF CARLSBAD ~ 9 PLANNING DEPARTMENT 3 LANDSCAPE IR~IGATION DETAILS LAUREL TREE APARTMFNTS APPROVED --;g-,5g !./-11.-ff ASSISTANT PLANNING DIRECTOR DATE OWN BY: 11 w" PROJECT NO DRAWIN::; NO. DATE INITIAL DA Ti; INITIAL OATE INITIAL CHKD BY: D. W.M. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD SY: SOP 95~0 1 368-1 L C.M.W.D JOB NO. 86-501 FOR CONSTRUCTION 9-21-98 2 ~~~ ~~!==5=== ~ -----,7 LEGEND, I. STRIP WIRES APPROX. 5/8' FROM END 2. SLIP BASE SOCKET OVER END OF WIRES 3. APPLY SEALER TO OUTSIDE OF SEALING Pi-UG FILL CAVITY WITH SEALER 4. PUT CRIMP SLEEVE OVER WIRE ENOS 5. PULL BASE SOCKET OVER END AS FAR AS POSSIBLE 6. PUSH SEALING PLUG INTO BASE: SOCKE' 7. PUSH WIRES TO END OF BASE SOCKET 8. i:?AINBIQD SNAP·TITE WIRE: CONNECTOR @1--W_IR_E_C_O_N_N_E_C_T_IO_N _____ _ y NTS '· -111-1. IT! ~-...._----------,0 ~-------14 SECTION '------'-------I 6 PLAN LEGEND I. POP-UP SPRA'f/ROTOR HEAD. 2. FINIS..4 GRADE 3. PVC SCH. 80 NIPPL.E-4' MIN. LENGTH. 4, PVC SCH, 80 NIPPLE~ 6" LONG. 5. LATERAL LINE PIPE AND FITTING. 6. MARL.EX 90 DEG. STREET ELL. 7. PVC T T 90 DEG, EL.L. 8. WALK OR CURS. NOTE:' I. USE TEPL.ON TAPE ON ALL MALE PIPE THREADS. • INST ALL TOP OF SPRAY HEAD 1· AWAY FROM CURB OR WALK IN TURF' Al2EAS e 3· IN PLANTING BEDS. F1---------® POP-UP SPRIN,<LER/ROTOR HEAD NTs \ 14· 19· RECTANGULAR \ VALVE BOX. 10" DIAMETER ROUND VALVE BOX FOR GATE VALVE. BALL VALVE e QUICK COUPLII\G "'""'\ __.----'-------~ ~~ ,.--.._~ 12' TYPICAL TOP VIEW I. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICNG VAL.VE. 2. SET BOXES I" ABOVE FINISH Gi:?AOE OR MULCH COVER IN GROUND COVER/SHRUB AREA AND FLUSH WITH FINISH GRADE IN TURF AREA 3. SET RCV AND VALVE BOX ASSE:MBLY IN GROUND COVER/SHRUB AREA WHERE POSSIBLE, INSTALL IN LAWN ONLY IF GROUND COVERDOES NOT EXIST ADJACENT TO I-AWN. 4. $ET BOXES PARALLEL TO EACH OTHER AND PERPENDIClLAR TO E:DGE OF LAWN, WALK, FENCE, CURB, ETC. 5. AVOID HEAVILY COMPACTING $OIL AROUND VALVE: BOXES TO PREVENT COLLAPSE AND DE:FORMATION OF VALVE BOX SIDES. 6. INSTALL EXTENSION BY VALVE BOX MANUFACTU:.'ER AS REQUIRED TO COMPLETELY ENCLOSE ASSEMBLY FOR E:ASY ACCESS. ©r--V_A_L V_E_B_O_X_IN_S_T_A_LL_A_T_I_O_N ___ _ NTS 6' I" MIN IN TURF +---<--==~=:~:,~~~=~~ 2" MIN IN GROUNDCOVER +- 71 ~I I i' Ill ·-=111 1 "°" .J.,i,o• a,.00 o'" Q., . . . . . , 12 r--------(6 LEGEND ROUND VALVE BOX (PURPLE ON RECLAIMED SYSTEM) 2. FINISH GR ADE 3 OUICK COUPLING VAL VE. SIDE VIEW 9 4. 3/4" CRUSHED ROCK. 6" DEPTH MIN. 8 7 5. BRASS RISER 3/4' X 6' MIN. ADJUST LIENGTH AS REQUIRED. 6. PVC 90 DEG. STREET ELL. 7. MAIN LINE PIPING. SCH 80 8. MAIN LINE FIT-ING 9. SCH 80 PVC NIPPLE -6" MN LENGTH 10 90 DEG. ELL SCH. 80 T X T II. CURB OR WALK 12. l/2 CUBIC FT. POURED CONCRETE, BRASS RISER TO EXTEND 2· FROM CONC. BLOCK 13. RE:CLAIMED TAG ON VALVE:$ IN RE'CLAIMED SYSTEM @ QUICK COU0 LER VAL VE D-----~ NTS IVY-LANDSCAPE ARCHITECTS-INC. 757 West Ivy Street San Diego, California 92101 (619) 235-5360 PAVING BASE MATERIAL EARTH SURFACE SLEEVED LATERAL PIP CONTROL WIRE USE PVC ELEC -,-,-,,""4~1"" ""'-SLEEVES UNDER CONTROL WIRE TAPE TO MAIN LINE EVERY 10' FOR LATRLS UND::R ;:, ARKNG eROAD SURFACE '---+:;__)SEE "UNDER PAVING' SLEEVE -t:::::::__,--_J MAIN LINE D PAVING MAIN LINE LATERAL LINE LATER AL LINE MAINLINE E CONTROL WIRES UNDER PAVING MAINLINE E CONTROL WIRES WITHIN LANDSCAPE AREA Wl~IN LANDSCAPE AREA LEGEND• A. 30" UNDE:R VE:HICLE' PAVn'-IG, 12· UNDER PEDESTRIAN PAVING El. 30' UNDER VE~CLE PAVNG, 18" UNDEI:? PEDESTRIAN PAVING C. 30" UNDE:R VE'~ICLE' PAVING, 18" UNDER PEDESTRIAN PAVING 0. 6" E:. 18" F. 12" ~_P_I_PE_IN_1S_T_A_L_L_A_T_IO_N _____ _ u NTS ~~~ lr)----"'::4'::;-',;;;:U:j.jj::::;:;:;~7".J;~:LLLLLL02c.LL'.LL:LLLLLLLL~ 1" 'm' "f w~~--16 l_~~~~~ w-~--t..,:J;~~ ~I !;:;:b~,!S':r"1S'f~~ v,,-,.._-,_,-<'4"(>-<'1?>11'.'--<'-lr"> r'j--~~lfTI 9 LEGEND• 10 I. PLASTIC VALVE' BOX WI LOCKING COVER (PURPLE ON RECLAIMED SYSTEMl 2, FINIS,..J GRADE' 3. SCH 40 PVC MAL-E ADAPTOR 4. FLOW TO IRRIGATION SYSTE\,\S 5. PEA GRAVEL 6" DEEP 6. ELECT;;?IC CONTROL VAL VE 7. RAINBIRD 'SNAP-TITE' WIRE CONNECTORS 8. RED BRICK -4 REO. 9. CONTROL AND COMMON WIRES 10. PRESSURE SUPPLY LINE II. MAIN LINE FITTING WI SCREWED OUTLET 12. RECLAIMED TAG ON VALVES IN RECLAIME"D s~s-EM ®f--R_E_1\Jl_O_T_E_C_O_N_T_R_O_L_V_A_L_V_E ____ _ NTS APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, INCLUDING PRECISE TITLE ' DATE ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY LOCATION OF PLANTING REVIEWED BY: APPROVED AREAS. ENGINEERING PLANCHECKER DATE INSPECTOR DATE ~ CITY OF CARLSBAD ~ 0 PLANNING DEPARTMENT ~ LANDSCAPE IRRIGATION DETAILS LAUREL TREE APARTMENTS - APPROVED __.v'/ ~ § L(-/6-ff ,, - ASS'STANT PLANNING DIRECTOR DATE DWN BY: II \M ~II PROJECT NO. ORAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD SY: D.W.M. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CiTY APPROVAL RVWD BY: SOP 95-01 368-1 L ·- CM W D JOB NO 86-5D1 FOR CONSTRUCTION 9-21-98 STReE:T su:.>FACE: • 4 4 4 3'-6" 1 POT ABLE MAINLINE / <SEE IMPROV:':MENT DRAWINGS) RECL.AIMED WATER-~ 12" MIN. VERTICAL IRRIGATION MAINLINE \ SEPARATION REQUIRED \ 1~SLi::EVE NOTE• ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLi:: AND LABELi::D AS SPE'CIFIE'D N 'ST AND ARD SPECIFICATIONS FO.? PRIVA Te IRRIGATION SYSTEMS: "CARLSBAD RECLAIMA TION RULES AND RE'GULA TIONS =oR CONSTRUCTION OF QECLAIMED WATER MAINS OCTOBER 1998: ®POTABLE MAINLINE CROSSING N.T.S, CURB SIDEWALK • • I -111'"" • -1 --e·' ,J IJ, I 'I -------±H-+;'. I I I! I ,• ~111 ,-. - 24" / METEQ BOX POTABLE SERVICE LINE /v'E:TER ~==~=----- 12" MN 10' MIN TO POTABLE WATER MAIN..NE IN $TREE:T Q_ RECLAIMED WATER MAINLINE WITH SLEE:VE NOTE:, VERTICAL CLEARANCE OF 12" MNIMUM IS MANDITORY WHEN CROSSING PATH OF A POTABLE WATER LIN:, INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK'. WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POT ABLE MAINLINE IN THE STREET, ® POT ABLE SERVICE LINE CROSSING NTS 12' MN 12" MIN. LEGEND• L SHRLB i<>OTOR 2 FINISH GRADE 3. (2) GALVANIZED BANDS 4, INST ALL tt4 REBAR TO 24" BELOW GRADE 5, SCH 80 PVC NIPPL.E: 6, PVC STRE:ET ELL 7. PVC LA T:ci<AL 8. PVC TEE 9. MARLEX STREET ELL LEGEND• L $PRAY HEAD 2, FINISH GQADE 3, (2) GALVANIZED BANOS 4. INST ALL i,4 REBAR TO 24" BELOW GRADE 5. $CH. 80 PVC NIPPLE 6, PVC STREET ELL 7, PVC LATERAL 8, PVC TEE 9. MARI.EX STREET E:LL 10. CHECK VALVE NTS @ SPRAY ....jEAD ON RISER NT$ !IT-LANDSCAPE ARCHITECTS-INC. 757 West Ivy Street San Diego. California 92101 (619) 235-5360 4 T II -Ill I -Ill -i,· 5 c0 ~~OoO:, o o "6:Pou ov uVa o o I. P~ASTIC VALVE BOX W/ LOCKING COVER CPU12PLE' ON RE'CLAIMED SYSTEMl 2 FINISH GRAD::' 3. SCH 40 PVC FITTINGS AS RE'OUll<'ED 4. BASKET STRAINER 5, PEA GRAVEL 6' DEEP 6. SO~ID BRICK AT EAC'-4 CORNER 7. 12::'CLAIME:D TAG ON VALVES IN REC~AIMED SYSTEM @BASKET STRAINER LENGTl-1 AS REO'D, LEGEND• L BUBBLER HEAD 2. FINISH GRADE :3, 1/2" FLEX RISEQ 4 4. SCH. 40 PVC FITTING 5, PVC LATERAL LINE: ® BUBBLER ON RISER 2 5 I I II I I lli \111 \ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE 6 TITLE NTS NTS "AS BUILT" DATE ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY LOCATION OF PLANTING REVIEWED SY: APPROVED AREAS. ENGINEERING PLANCHECKER DATE INSPECTOR DATE w CITY OF CARLSBAD SHEETS 1 PLANNING DEPARTMENT 33 LANDSCAPE IRRIGATION DETAILS LAUREL TREE APARTMENTS APPROVED £_%[) Lf./£,-7~ ASSISTANT PLAN(JING DIRECTOR DATE OWN SY; 11 w " PROJECT NO, DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: D.W.M, ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SDP 95-01 368-1 L C.M.W.0. JOB NO. 86-501 FOR CONSTRUCTION 9-21-98 8 T-8 5 GALLON 9 T-8 REFER TO Sf-EET 25 FOR PLANTI\IG LEGEND, REPER TO Sf-EET 29 POR PLANTING NOTES, REFER TO SeB=T 30 FOR PLANTING DETAILS CINST ALL ALL PLANT MATERIAL PER Te-E PLANTNG DETAILS). , I l,i " 11 av. (, .,, .,,., . SCALE1 1"=20'-0" IVY-LANDSCAPE ARCHITECTS-INC. 757 West Ivy Street San Diego, California 92101 (619) 235-5360 _!,, ,. .. 1 ···· .. Cc •• •• Cc"• ---•. - 2 T-13 I T-16 3 T-7 T-16 4 T-2 2 T-9 2 T-16 2 4 T-7 ENGINEERING PLANCHECKER DATE I I •· ••••••-~• ••••c••••"t~--- r 1 I I I I I I I I I I I I ~+--,;··: I T-16 2 T-12 T-16 I . .----. 11-='':=--t--...J/ I i.,f);;"'k• --r --..J t-;-;=;;-;r-,~J> I i i I I I i I I i I I I I I I ! APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. PROPERTY 8 ___ , 6 T-6 ~-: 6 ~7"i""7 --«- "AS BUILT" TITLE --------DATE REVIEWED BY: INSPECTOR DATE [sHm"l CITY OF CARLSBAD ~ l-----+--+----------------+--+---+---t----1 L1±_j PLANNING DEPARTMENT ~ ::=='...:::::::::;T;::R::;:E~E =A~N=.::o===v;:,:::1 N~E~P Lc=A:==:=N::==:,.::====, DATE IN\llAL DATE IN\llAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: D.W.M. RVWD BY: LAUREL TREE APARTMENTS PROJECT NO. SOP 95-01 DRAWING NO. 368-1L FOi< CONSTRUCTION 1-15-99 ' "'"""""";;;,-- N N I-w w :r (f) w w (f) w z _j :r 0 I- <( L I I I I I I I I I I I , .... I 1···· ~ I ~1 < ill !J..! '.}J (D a lj) x nJ () i) ""' l i \ RO ER ;o $1-EET 29 P0R PLANTNG NOTES, REFER (0 $1-EET 30 FOR PLANTING DETAILS CINST AUL ALL PLANT MATERIAL PER THE PLANTING DETAILS). \ \ 3 1 T-16 \,--I-, T-7 I \ . ------ IVY-LANDSCAPE ARCHITECTS-INC. 757 West Ivy Street San Diego, California 92101 (619) 235-5360 2 T-5 6 T-I21 ----- .. ··.··· ..... ·····. ·r { :}:) :}/:: ~i:<:? :.· ' ' ' ' . , ' ' ' ' / I ' ' ' / I t ' ' '' ' i I I I l i \ I I ' I l l I I i l I I \ \ \ \ : I \ \ \ l i I I I I I l i ' I I l l ' I I l I I i I i ' I I I I I I \ \ I \ \ i \ I t \ I i l I i 1 \ \ \ I l \ ) \ \ i i \ i ·. l ·1 \ \ l \ ! \ \ I I l I ; \ ! \. 1 , I \ '. l \. ' l i '· \ ' • --+ -~ -----1---\11111111111 ------pa--- TREE c VINE LEGEND SYMBOL BOTANICAL I COMMON NAME TREES T-I MAGlNOUA GRANDIFLORA SOUTHEl<N MAGNOLIA T-2 EUCALYPTUS NICHOLi WllOW PEPPERMINT T-3 LIQUIDAMBAR STYRACIR.UA 'PALO AL TO' AMERICAN SWEET GLM T-4 ERIOBOTRY A DEFLEXA BRONZE LOQUA T T-5 LIGUSTRUM WCIDUM GLOSSY Pl.'IVET T-6 TIPUANA TIPU TIPU TREE T-7 TRIST ANA CONFERT A BRISBANE BOX T-8 EUCALYPTUS FICFOUA RED A..OWERING GUM T-9 BAUHINIA VARIEGA TA PURPLE ORCHID Tl<?EE T-IO TUPIDANTHUS CAL YPTRATUS NO COMMON NAME T-11 PNUS ELDARICA AFGHAN Pl!',E T-I2 PLATANUS MEXICANA MEXICAN SYCAMORE T-I3 HYMENOSPORUM FLA VUM SWEETSHADE T-I4 JACAl<?ANDA MMOSIFOLIA JACAl<?ANDA T-I5 ALBIZIA JULIBRISSIN SILK TRIEE T-I6 STREUTZIA NICOLAI GIANT BIRO OF PAl<?ADISE T-17 PLAT ANUS ACERFOLIA "BLOODGOOD" LONDON PLANE T><lEE T-I8 PNUS CANARIENSIS CANARY ISLAND Pl'IE VINES V-I BOUGAINVILLEA 'SAN DIEGO RED' NO COMMON NAME V-2 BOUGAINVIULEA 'ORANGE KING" NO COMMON NAl'vE V-3 BOUGAINVILLEA 'BRASILENSIS" NO COMMON NAME V-4 DISTICTIS BUCCINA TORIA BLOOD-RS:> TRUMPET VINE: V-5 DISTICTIS 'RIVERS" ROY AL TRUMPET VINE: V-6 PICUS PUMILA CREEPNGFIG V-7 PAITTI-IENOCISSUST~CUSPIDATA BOSTON IVY V-8 CL YTOSTOMA CALLISTEGIOIDES VIOLET TRUMPET VINE' . V-9 TRACI-EL.OsPERMLM JASMNOIDES ST AR JASMINE V-0 WISTERIA SINENSIS CHINESE: WISTERIA 36" BOX 15 GAL. 36" BOX 15 GAL a..NLESS NDICA TED OTHERWISE ON PLANS) 24" BOX 36' BOX 15 GAL QJNLESS NDICA TED OTHERWISE ON PLANS) 15 GAL, 36' BOX 15 GAL QJI\I..ESS NDICATED OTHERWISE ON PLANS> 15 GAL, CUNLESS INDICATED OTHERWISE ON PLANS> 15 GAL, (UNLESS INDICATED Ofl.lERWISE ON PLANS> 15 GAL. CUI\I..ESS INDICATED OTHERWISE ON PLANS) 48"BOX 36' BOX 15 GAL (UNLESS I\CJICA TED OTHERWISE ON PLANS> I5GAL, 15 GAL 5GAL 5 GAL. 5 GAL 5GAL, 5 GAL, IGAL IGAL 5GAL 5GAL 5GAL. lcEMAl2KS STD. STD. STD. MU.Tl STD. STD. STD. sm. sm. MU.Tl STD. STD. STD. MLLTI. STD. MU..TI STD. STD. STD. ; \ ', 1 ' \ \ ~JC I E S8E SHE~T \ 25' '1 i ' i i \ I I I I \ I \ ' ' j ; I \ ' l 1 \ \ \ ENGINEERS. SIGNATIJRE REQUIRED ON PAGE 1 ONLY APPROVED ENGINEERING PLANCHECKER DA TE \ I APPROVED FOR PLANTING AND IRRIGATIO:t)J ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE _______ _ DATE REVIEWED BY: __ ,,.. INSPECTOR DATE fsHml3 CITY OF CARLSBAD l 98!3ETSI ll---+----1-----------------+---+----1---1---1 ~ PLANNING DEPARTMENT ..J ll---+----1-----------------+---+----I---I---I DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: D. W,M. RVWD BY: PROJECT NO. SOP 95-01 DRAWING NO. 368-1L FOR CONSTRUCTION 1-15-99 i I I ' I J } I /i / Ii 1.,..---,....,i /,' J If-··-·-, ·-- / I ! I I I ' ' ' ' ' ! i ' ' ! i I I i I I I i I I I I I I i . ! REFER TO Sf-EET 25 FOR PLANTING LEGEND. 12EPEl2 TO 51-EET 29 FOR PLANTING NOTES. REPER TO SI-EET 30 POR PLANTING DETAILS (INST ALL ALL PLANT MATERIAL PER T~E PLANTING DET ALSJ. SCALE1 1"=2O'-O" IVY-LANDSCAPE ARCHITECTS-INC. 757 West Ivy Street San Diego, California 92101 {619) 235-5360 J i . \ ; I I ' I ! i I I I I I \ \ \ I T-9 :; T-4 \ \ lt---c-1 ~-,t./......L, ' j ! I I i I I I . ..., -f ..:.,. --~~~-----· ........ . 2 T-I6 2 T-13 ........... ~--·· J_ .. 1-................ . •• '-•• •••-, . .L •••• : w,;,;,h~ T-2 I T-IO 2 " I I T-16 :; i_J --T-7 T-I6 I T-I4 7 T-I:; . "! ! ~-~~:~:~--"✓-... A;;;"' .::-.r-.~'7;~~':.:c, i I I A"""•=• ,h '::;.,~--•~•• .A •• ···-._ ... M .... ~ ""I"'-:ts-,+ ··-~·· -~---=·····=1 4 T-I2 I I j ,. ..... ,.fr;n ,,,,,~•••e,,e, ••••••••••-m, •• ,. """'"'""'"'. 1 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY ; APPROVED ., : ENGINEERING PLANCHECKER DATE ... DATE INITIAL T-I6 T-12 i i ; i 2 I \ ' T-9 i ·--1="' ·''"("' i i i , ...... i , ..... T-I6 --r --.J tv~r,'L..l-2 I I • ---1-·· ... --, I 10 -·1 T-18. I t .......... . I I I I i I ' ' \ . ' SIDEWA~::: ,,,-,,,WC~c-''°~' ·RV WAY AViARA PA .I'>- APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, INCLUDING PRECISE TITLE DATE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR DATE ~ CITY OF CARLSBAD ~ 4 PLANNING DEPARTMENT 3 TREE AND VINE PLAN LAUREL TREE APARTMENTS APPROVED ~~I t/-$-f7 ASSISTANT ,,,,,-_.NNING DIRECTOR DATE DWN BY: " .. PROJECT NO. DRAWING NO. DATE INlllAL DATE INlllAL CHKD BY: D.W.M. SOP 95-01 368-1 L ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: FOR CONSTRUCTION 9-21-98 --·-r-- I I I T-12 T-16 I t-=-:-:-1r---~1 I"'":=::' _, .. \ \ I I \ i ! "" $',~ ~ -~z~ii· ----"''"'\I .;~cn~.,,w::;----t.<i' .(. (~L.· ----••---""" \~ ,,,,, ___ ., .. , .. ,,,,,,, ....... , __ , ... , ....... ,, ...... .,, ..• , .. ,,,,, ___ ... ,,,--.... ~--···""''""''''"'"' 2 T-13 ( 6 T-7 I ®1 ! /--- REFER TO SHEET 29 FOR PLANTING NOTES, i<E:FER TO SHEET 30 FOR PLANTING DETAILS (INST ALL ALL PLANT MATERIAL Pl3/ THE PLANTING DET AILSl. T-7 T-16 ! ; I I i I I I I 'I i 1·1 ': ! 'I I 1: tl ... 11,J. i 1 \ \ I __ _l __ _ \ \ \ .-----, ... .s••---·--:::_;_:c ... --- ...... --.. ---~ , .... ·-·;;::,::::::~:.:.::::.:: _;, .•. ,~• . I i 1+····-- 1- I t·+""""' .. ,.,, .. .,,, .. .,,,, T-0 i i i \ I I i I I \ I T-12 !ii T-l7 \ 1 \ I \ l 1 l \ \ i i i I i i i I I \ \ I \ \ \ I I \ . I \ I \ I i i i I \ ' ' ® .. -lJffi-· -® . .i-® ---- I i \ I ! i \ \ ' \ l ' i I \ \ i I I \ \ I I \ \ i I \ i ' I i \ \ I \ \ I ' l l l ' i \ i ' I ' i \ i i i i ! \ \ I i i i • I \ \ i I i i i \ \ I \ \ \ \ I \ \ \ I l \ i \ ' i \ \ I \ \ ' ! ◄ TREE E, VINE LEGEND SYMBOL BOTANICAL / COMMON NAME SIZE REMAWS TREES T-1 MAGNOLIA @Ar-.[)IFLORA 36" BOX STD. SOUT>-ERN MAGNOLIA T-2 B.JCAL IF'TUS NICHOU 15 GAL STD. WILLOW PEPPERMINT T-3 UQUIDAMBAR STYl2ACR..UA "F"ALO ALTO' 36" BOX STD. AMERICAN SWEET GUM T-4 ERIOBOTRY A OE:R.EXA 15 GAL. QJNLESS INDICATED MULTI BRONZE LOOUA T OTHERWISE ON PLANS) T-5 UGUSTRUM LUC1DUM 24" BOX STID. GLOSSY ~VET T-6 TIF"UANA TIPU 36" BOX STD. TIF"U TREE T-7 TRISTANIA CONFERTA 15 GAL. <UNLESS INDICATED STD. BRISBANE BOX OT"5?WISE ON PLANS) T-8 B.JCAL YF"TUS FICIFOUA 15 GAL. STD. RED FLOWERING GUM T-9 BAUHINIA VARIEGATA 36" BOX STD. PURPLE ORCHID TREE T-10 TUP1DANTeUS CAL YF"TRA TUS 15 GAL. (UNLESS INDICATED MUL Tl NO COMMON NAM: OTHERWISE ON PLANS) T-U PINUS ELDARICA 15 GAL QJNLESS INDICATED STD. AFGHAN PII\E OT"5?WISE ON PLANS) T-12 PLAT ANUS MEXICANA 15 GAL <UNLESS INDICA TEO STD. MEXICAN SYCAMORE OT"5?WISE ON PLANS) T-13 HYMENOsPORUM FLAVUM 15 GAL <UNLESS NOICATEO STD. SWEETSHADE OTHERWISE: ON PLANSl T -14 JACARANDA MIMOSFOLIA 48" BOX MUL Tl. JACARANDA T-15 ALBIZIA JULIBRfSSIN 36' BOX STD. SILK TREE T-16 STRELITZIA NICOLAI 15 GAL QJNLESS INDICATED MUL Tl GIANT BIRD OF PARADISE: OTI-El'-2WISE ON PLANS) T-17 PLAT AN.JS ACERIFOUA 'BLOODGOOD' 15 GAL. STD. LONDON PLANE TREE T-18 F"INUS CANARENSIS 15 GAL STID. VINES V-1 V-2 V-3 V-4 V-5 V-6 V-7 V-8 V-9 V-10 CANARY ISLAND PINE BOUGAINVILLEA 'SAN DIEGO RED' NO COMMON NAME BOUGAINVILLEA 'ORANGE KNG' NO COMMON NAME BOUGAINVILLEA 'BRASLIENSIS' NO COMMON NAME DISTICTIS BLICCINA TOl<IA BLOOD-RE:D TRUIIAF'ET VINE DISTICTIS 'RIVERS' ROYAL TRUMPE:T VNE FICUS F"UMILA CREEPING FIG PAl2™ENOCISSUS TRICUSPIDAT A BOSTON IVY CL YTOSTOMA CALLISTEGIOIDES VIOLET TRUMPET VINE TRACHaOSPERMUM JASMINOIDES STAR JASMINE WISTERIA SINENSIS CHINESE WISTERIA 5 GAL. 5GAL 5GAL 5 GAL. 5 GAL. IGAL. I GAL. 5GAL 5 GAL. 5 GAL. STID. "AS BUILT" TITLE -------~ DATE -----·-------···· .. ····--------~-----------------------,;;c,--,,----,====-=.,.,.,,=:-:::=""='"'""'"'""'"-:-:,:,-,-.,,,.,,..,.,---, ENGINEER'S SIGNATIJRE REQUIRED ON PAGE 1 ONLY APPROVED APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. SCALE• 1·~20·-o· IVY-LANDSCAPE ARCHITECTS-INC. 757 West Ivy Street San Diego, California 92101 (619) 235-5360 KEY MAP "" . ,,,,, , .. ., . ., .... , .. , ..... ., ...... ., ..... . .... I ....... T ...... . '' ..... ·············--J ... ( ,, ~1 ,. . ..... ·h,1. •"" . ':·~·:, ,',' .-.-. ~~;;i;¢0~·---~ REVIEWED BY: ENGINEERING PLANCHECKER DATE INSPECTOR DATE fSHml5 CITY OF CARLSBAD 11---t---+----------------+--+---t---+--I ~ PLANNING DEPARTMENT ll---+----1-----------------+---+--+---I----I DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL CITY APPROVAL TREE AND VINE PLAN LAUREL TREE APARTMENTS DWN BY: ~"'-""-~ PROJECT NO. DRAWING NO. ~~g i~: D.W.M. SDP 95-01 368-1 L FOR CONSTRUCTION 1-15-99 NOTE-TI--e CONTRACTOQ SI--IALL FI..RNISH AND lf',STALL FRAGARIA Ce-ll.OENSIS FROM A.ATS AT 6' 0.C. TO ALL PLANTER AREAS QJN)ER ALL SHRUBS AND TREESJ I.J\ILESS ANOTH:9< GROUND COVER IS l',OICA TED ON THE PLANS. EROSION CONTROL NOTE• ALL SLOPES 3•1 AN) STEEPER Si-lALL RECEIVE ™E FOLLOWING COVER CROP HYDROSEED MIX. LBS./ACRE 3 16 8 5 SLLQRY MIX 2000 300 100 PLANT MA TEf?IAL ESCHSCHOLZIA CALf'O~ICA GAZANIA SPLENDENS LOTUS CORNICULA TUS 'KALO' AL YSSUM 'IIDY AL CARPET' WOOD CELLULOSE FIB=R 16-20-0 FERTILIZER . STABILIZING EMULSION MN, f'URIIXtGB?M. 9Bn5 90/60 95/85 98/80 THE F'RE:CEEDING SLLRR'Y' MIX IS FOR SID PLRPOSES ONLY. CONTRACTOR SHALL VERFT' SLURRY MIX RE0URE"'1ENTS WITH SOILS l<EPORT l<ECOMMBIJDA TIONS AND COMPLY. AL TERA TIONS TO SLURRY MIX MADE SY THE RECOM\AE:NDA TIONS OF TH: SOILS REPORT SI--IALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. SEED AVAILABLE FROM S e S SEEDS C805J 684-0436 REFER TO SHEET 27 FOR PLANTNG LEGBIJD, l<EFER TO SHEET 29 FOR PLANTING NOTES, RE:FER TO SHEET 30 FOR PLANTl'IJG DETAILS (INST ALL ALL PLANT MATERIAL PER THE: PLANTING DET ALSJ. SCALE: 1"=2O'-O" IVY -LANDSCAPE ARCHITECTS-INC. 757 West Ivy Street San Diego, California 92101 (619) 235-5360 ... . . , '••···• .. ,.,.,·-.. ,., ......... I t ,- - <:: ·::::::··-· ·:::::::::::: ; ! I I ' . ' ' -.. . . -.. . . . . . . . . . . . . . . . f I -I ' ' ! ' I .. (,~"'"·•· ·--...... --, .. = "----,,~ .... _ --I I I ' ' ; .J ... .......... ?····· I -' ; ' ' -' ' I I I ' ' I I ' -' ~, .... -····•--'"· I ENGINEER'S SIGNA TlJRE REQUIRED DN PAGE 1 ONLY APPROVED ' I I I ·····-····--•--1 I I I I I I I I r---.. N 1-w w :r (f) , ....... i . ..... ~; .@mm APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. PROPERTY 80UF\IJARY "AS BUILT" TITLE _______ _ DATE REVIEWED BY: .-. / ...... :::::::::.-::. ::·. :·:.i-:. :. . ····:::::::~>>:>:<<LL ii~--------------INSPECTOR DATE .. .......... ilfE~N~Gl!!.:!N!!::!EE7R~IN:!.\G~PL=fA:!!cN!l::Cl:!:HE5;lC::.!:K).!::E~R __ ...!D:!!.Al.!TE.E,_ __ ...J.. ____ 1 _1 __ 1 _1 __ r,:==~=;:~;::;~;::;;:;::=:;::::::::;:::~~~~~:;,:;~~ fSHm76 CITY OF CARLSBAD ~3 ' . . . ' . . . . . . . . ' . - • • ' ;,, ',:;v:v; ,J,;_;,,,:. ;,: •· .. ' ! '•, -I• ~··-·· . ¾,, Ji"-·, . t .. .-, ~~--... ·-·-···-· .. --·---···~•«,;, ____ ----~--·-_-,,,,,,:_-_·-_·:·:·:;:;;_ -~ •• -.•.. ·~:---.•...•. ---;;x.~ '" ,.,, o. ·•~.::!.:-:::':::.:::-::-~' ,\ ~ .. ' :,,., ~:·--=·':'..""' ------.. .., ... ilr-----+--+----------------+---t-----t-----r---, L1£._j PLANNING DEPARTMENT ~ ll-----+----+----------------t----+------1----;-----t DA TE INlilAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL SHRUB AND GROUND COVER PLAN APPROVED LAUREL TREE APARTMENTS OWN BY: PROJECT NO. DRAWING NO . CHKD BY: D.W.M. SOP 95-01 368-1 L RVWD BY: FOR CONSTRUCTION 1-15-99 '° N 1--w w :r:: Cf) I I I I I I I I I I I I I I I I • I I I I I I I I I I I w w ,.-,,.,,,_ (f) I I w• z• -I _J I :I I 01 I-I <( I 2: .1,, _____ -4, I I I I I NOTE:' ThE CONTI<ACTOR SHALL RJ:!i\lS.l AND INSTALL FRAGAl21A CI-LOENSIS FROM F'LATS AT 6" O.C. TO ALL PLANTER Al<EAS (UNDB! ALL SHRl.BS AND TREES) UNI-ESS ANOTI-ER GROUND COVa? IS INDICATED ON THI; PLANS. - EROSION CONTROL NOTE• ALL SLOPES :3~ AND STEEPER 51-lALL RECEIVE Tee FOU.OWING COVER CROP HYDROSEED MIX. LBS.IACRE :, 16 8 5 SI.Ul<RY MIX 2000 300 IOO PLANT MATt;:RIAL ESCe-150-<0LZIA CALIFORNICA GAZA~A SPL.ENDENS LOTUS CO.iNICULATUS 'KALO' AL YSSUM 'ROY AL CARPET WOOD CELLULOSE F'IB~ 16-20-0 F'ERTIUZEI.' STABILIZING EMULSIO'J MN. PUlslIXIGERM. 98/75 90/60 95/85 98/80 TI-E Pl2ECEEDNG SLURRY MIX 15 F'OR 910 F'U<F'OSES OM. Y. CONTRACTOl2 S~ALL VE:RIF'Y SLURRY M1X 12EQLJReMENTS WITI-I SOILS 12EPOl.'T i<ECOMMENDA TIONS AND COMPLY. ALTERATIONS TO SLLRRY MIX MADE: BY Tl-'E ~COMMENDATIONS OF THE SOILS REPa:1T 81-iALL SE Pl<'OVIDeD AT NO ADDITIONAL COST TO TI-E OWNER. Sl=EO AVALABL.E FROM S e S S:;EOS {805) 68A-0436 REFE1<' TO 81-EET '29 FOR PLANTING NOTES, R'E5 l;';R TO Sl-£ET 30 FOR PLANTING OET AILS <NST ALL ALL PLANT MA Tl:RIAL. PEI.! Tl-'E PLANTING OET AILSl. SCALE: \"=20'-0" IVY-LANDSCAPE ARCHITECTS-INC. 757 West Ivy Street San Diego, California 92101 (619) 235-5360 i I r-='"''~.,~ ......... . I l. ' l : 11--·---, • ,4. .. --... ,~~-~ .. 1 i L.." -=n"""-••••••••• .... --»"--•"· ... ''' .... ''' ... ''' .... '.' ... ,:. =·· -~ ~ ~-~•• '··~· ,c.---~.~ ••-~~ ll~, 7 ',"'7r.","'.".":-:~•~:-:-"':' "';"','7.'-•':" • • I',',.·;::: .. ',',',','',',',',',',',',' , . . . ' ' . . . ' ' . . . . ' ' ' . . . . ' .. " .. ''" .... "' ... ' ., ,,_ ,,,. ",, __ ... -:;.:.{~ .. :;.~,;. ,:,: . , ·. ' .. ·:; ... _-_·;:.-~/. ........ ·~ .L .c: .. :.:J.,,· , , , . ' I I I ENGINEERING PLANCHECKER ' i i i ' i ' i i ! i I I I I I I ! i i t I I I I I \ i l DATE f ! ' ' I i i ' ' i ! I . I j j ' SHRUB E GROUND COVER LEGEND STMSOb BOTAN)QAL I COMMON NAME SIZE $~RUBS S-1 S-2 S-3 &4 &5 S•7 S-8 S-IO s-u S-12 S-13 S-IA 5-15 S-16 $-17 S-18 S-19 S-20 &21 S--22 S-23 S-24 S-25 S-26 5-27 S-28 S-29 ~OL.EF'IS il'OICA 'CLAlo!A' INDIA HAWTHOONE ABE:L.IA Glo!ANDIR.ORA 'EDWARD Ga.JC~ NO COMMON NAME ESCAU..ONIA 'COMPAKT A' ESCALLONIA PITTOSPOQUM TOBIRA 'C.?EAM DE MINT' T091RA PQlJN.JS CAROLINANto. CAROLNA l.ALJ<EL CI-EQRY PHOTINA F'lo!AS!=~ NO COMMON NAME AGAF'ANT.US AAi!ICANt.JS LILY ·OF· T4'=-NILE Ff:IJOA 5a.LOWIANA PINEAPPLE GLJA VA CUPReSSUS SEMPERVIReNS ITALIAN CYPRESS PITTOSPOli!UM TOBll2A 'V Alo!IE:GA TA' VARIEGATED T081!;1A GREVILLEA 'NOEi.Lii' NO COMMON NAME LIGUSTRLM JAPONICUM 'TexANUM' WAX-Ll=AF PRIVET MYRSINE AFRICANA AFRICAN BOXWOOD RHAF'IOLEF'IS 'MAJESTIC SEAUTY' NO COMMON NAME 121-lAPIOLB"IS 'MA.J::STIC E!eAUTY' NO COMMON NAME CAlo!ISSA Gl2ANDIFLOlo!A 'BOXWOOD BEALJTr NO COMMON NAME A'181.JTUS ur,,EOO ST1o!A\ffl3ERRY TREE HEMl:ROCALLIS SF'P. <RED> DAYLIL Y .eMEROCALLIS SPP. <OOANGel DAYLll . .'1' PI--ILOOENDQON 56.LOUM NO COMMON NAME CLIVIA MINATA NO COMMON NAME ELAEOCAlo!F'US DECIPENS JAPAI\ES!= 81.Uf=BERRY TREI= COTONEASTEI:? CONGl=STUS PYRENEES COTONEASTEl2 BUXUS MICROPl-lYLLA JAPONICA 'GREEN BEAUTY' NO COMMON NAME COTONEASTEl2 LACTalS NO COMMON NAME R1-Ul INTEGRIFOLIA LEMONADE BERRY M=LALEUCA NESOPHLA PNK MELALBJCA SALVIA GREGGI AUTUMN SAGE i;?HAF'IOL.eF'IS INDICA 'BALLl:RINA' INDIA HAWTHORN IGAL. QTY, ~R PLAN 5GAL QTY. PEI.! PLAN 5GAL. QTY, PER PLAN I GAL., QTY. F'ER PLAN 15GAL. COLUMNAlo! FOl.!M 5 GAL QTY, F'ER PLAN 5 GAL. QTY, F'EI.! PLAN 5GAL. QTY. PB2 PLAN 24" BOX QTY. F'ER PLAN 5GAL. QTY. PER PLAN 5 GAL, QTY. F'ER PLAN 5GAL. QTY,F'ERPLAN 5 GAL QTY, P6' PLAN 5 GAL, OTY.P!:RPLAN 5GAL QTY. PER PLAN IGAL. QTY, PER PLAN 15 GAL QTY. Pel.! PLAN I GAL QTY, PER PLAN IGAL. QTY. PER PL.AN 15 GAL. QTY.F'S PLAN IGAL. QTY. PE'1 PL.AN 15 GAL COLUMNAR FORM I GAi--. QTY. PER PLAN I.I GAL. QTY. PEQ PLAN I GAi,,, QTY. PER PLAN IGAI.. QTY. F'ER PLAN IGAL. QTY.PER PLAN IGAL. QTY, PER PLAN IGAL, OTY, PER PLAN GROUND COVER G--1 G-2 G-4 G-5 G-7 LONCERA JAPONICA 'HAL-LIANA' HALL'S HONEYSUCKLE SEASONAL COL.Ci;? TRAO-eLOSF"!=R/vLJM JASMNOOES STAR JASMIIJE TQACHE:LOSPERMUM JASMl'IIIODl=S ST AR JASMINE TIRPGl<ASS MARATHON ft >-EOERA HELIX 'NEEDLEPOINT' NO COMMON NAME ROSMAlo!ll\lJS OFF'ICNALIS ROSEMARY FL.ATS 30" 0,C, l.11\B<S ON SLOPES 6•1 OR STEEF'E:12 4" POTS 6' 0,C., TO BE SELECTED SIY LANDSCAPE ARCH. FLATS FLATS 12" o.c. 18' 0,C, ~ F'LATS 18" 0,C. FLATS 30" O.C. LNERS ON SL.OPeS 6'I OR STL':EF5c TITLE --------DATE REVIEWED BY: INSPECTOR DATE fsHEETl CITY OF CARLSBAD n----+----+------------------!----+---1-------4---1 LJl_j PLANNING DEPARTMENT 11---+------l------------------1----+---1------4---1 SHRUB APPROVED AND GROUND COVER LAUREL TREE APARTMENTS PLAN FOR CONSTRUCTION 1-15-99 " ' . ; 14 ::::::: ·::: S-28 • • .H.W" •• ,_..,,~•••' ,.,.~••~c··""'" . . . . -. . . . . . . . . . . . . . . . . . . . . . . . . .. - .,.) ~~ i/~~ i.' :,..:>-4 '~!....!JU f,.; ·"' {.;: .. I I I I ' ' I I ' ' I ,.,, ·'· ...... ,, -., .. ,.,, .. ,, ,_._ . ~~-) J.:::::::' ~-.-.-: ,_._._._._ -~c:-:-:,,· . .' :C}..!..,,-+-:::'~ . . . . . ' f , h I ~i---=:::........i ( f:y,' . ::r~~....,..l_j'fa •:<!;i-~ . < . · I ,-: · -._._ ' I I Jl ,.,,..,,_L•~" tr-7 1 : ; '. . . t .-~. ---.µ.i...~....J I / t-;_7-·~'I -=t<t , .. f'}V-..,li <72· . ?, : : : : l---c'=---.1.----.~ • .:' I t---,'=----ii..Ai-,2; "';· f'Jl--f.1.-~~! i ' ! -"'..~.-.- -.... ~{."', i'.i : '"'" ,,," -,:tY:.1]::: . --'• '•,,, . . . ' ~_,;·:·::7· , ... ::~:.::. -... ¼ ., ...... ... ., • ., , -..... ,<· •. ~. :,:."::,.s, ........ :. >---=--~ . zf 2o/t7h47;z .. : : . . , 1' -~.::.:::;;,~;::.';,..., y -.-_. __ --" ··-·· ::f.;:----J----. . . ' . . · . 1 ' I f J --~ -+0::::::_=-~":'_',c .... , .. ,.... . .......... ,. :,=::~~== .. ,., ......... ·:--·:··=-·:-.,,' ....... - ~ M ,~ '·····~, .... , .. ,._.,.,._ . . . . . . . . . . (Cl;L,•TRA.Ni;ins•.sK,J--F ... "><... ... .. ~m~~ I I ! DIS_T ANGE COP:?IDO¼?: • ,. ·-•. I' I i: \. I ~ .• / . .... --• ' . J ' ' ' ' . ~---f -. -<-W, . w,')7~ ~ '...~i!'K ,. '' ' :, ~~~ .. ' .ii S/ 8 S-2 ~ 5 -8 · .... ,r ~~ .. ' .. !ZZ727JZ/Z, . . '. :, .. i L--l-b.:e.....-1 !?½f'QQQ .,:;.;:;:.f:.:.:,..:-. G3 . S-I I 1 \ .... ,.-.. ..J .... '1 ' J .......... .. ......... ,......... .. . .. --. ccm-c-/ -. -.. ·-. . . .,_ ~; -. -. --· ----" -----:-: --=~---~--==_=:_=:_=-:::-_ -_--_-:-:-:=---_-_-__ --_--_-_ ...... , ........... ,. _________ _, ---.... '" ------_;-_-_--_-_-_-_--_ _-_-_--.,,...,,.... ~---_-_-_ ~-...... -=~-~~~·='"~.·--::,~::-=:-:::-::, -_________ :=:=:=:=-=--' ' -~~ -_-_-_:_:_:_:_: : -. - ~ -------..,,,c"",~::i~·r-... ~~---:~-=-n_~;,-y·~~~~vAi···~.Av~Y, ~~-~Ar·:·,l,!.A· ~ ... u.--~~-~ : : _. / ................. -: ·········-··-·•--•''=·~ ~:·· .. , ... ,, ... GURS.:.2···_:1?::V ·j 1-=:'...::c._.µ I 5-29 .......... 1 ............... . I l ......... ····-··••". ······"······"· I I I I I I ......................... -................... -....... . ........... .,. ....................... _ .................... . I "AS BUI LT" TITLE _______ _ REVIEWED BY: DATE ~TE• THE CONTRACTOR SHALL R.Jl<NISH A INi~~m~EA~~<LJNDER ALL s~~D~T#~~~~f~ CI-IANOLOE:T' ,NSIS FROM FLATS AT 6" o.c. ' ,-,6? GROLND COVS? IS ~iG~iE6~D SIGNATURE REQUIRED ON PAGE 1 ONLY ENGINEERING PLANCHECKER DATE APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE ' LOCATION OF PLANTING AREAS. INSPECTOR DATE EROSION CONTROL NOTE• ~6T_L6"~166= ~r~c&~~~ THE LBS/ACRE PLANT MATERIAL ~ GESCl-lSCHOLZIA CALFORNICA 8 AZANA SPLE:NDE:NS 5 LOrus CORNICULATUS 'KALO· AL YSSUM 'J.'OY AL CARPE:r SLURl:!Y MX 2000 300 100 WOOD CELLLLOSE FBER 16-20-0 FERTILIZER STABLIZNG EMULSION MN, PLJRIIXL6ERM 98/75 90/60 95/85 98/80 n.e PRE:CESJNG SLURRY ONLY. CONTRACTO MIX IS FOR 80 PLRPOSES WITH SOILS RB"ORT i~~~~~~0SLURRY MIX RE:'OUIRE:'ME:'NTS AL TEl.'A TIONS TO SLURRY NS AND COMPLY, C OOFSTHT ET 0 SOILS 1.'EPOITT S~~~ ~:~~a'Jici:~Al.'TECNOOMAOOMENDATIONS THE OWNER. ITIONAL SEED AVAILABLE FROM S E S SEEDS (805) 684-0436 ~§~~ f8 ~f ~~ ~g~ ~~NTING LEGEND, ~~[ffLtiz~1JT0 JB~~~i~THN~E:'\Efil:s PLANTING DETAILS>. SCALE= 1"=20'-0' t§) NY-LANDSCAPE ARCHITECTS-INC 757 West Ivy Street · San Diego, California 92101 {619) 235-5360 ~ CITY OF CARLSBAD J-===+===+=================t==+==f==j==J ~ PLANNING DEPARTMENT il!r~====t=====t:~================----~-==================~~=====t~==~±=:=====t~~=1 SHRUB AND GROUND COVER Ir LAUREL TREE PLAN i~~~~f=~~t~~~~~~~~~~~-=-~~~~~~~~~1=~~~t~~t~~~t~=1:J rA~PP~RO~V;fcEor=2A~P~A~RiT~M~E~N~T~S~====:==:=d A:Ass";s;i';1sITTAIAN;j;T=--P;:;;LA':§N2NlfNG~D;IR~E:;:;C;;:TO;:-;R:----..: 1 ~1f./ 6-{! DA TE INlllAL DA TE INITIAL OWN BY: CHKD BY, O.W.M. PROJECT NO. DRAWING NO. DA TE INITIAL I ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RWID BY: SOP 95-01 368-1 L FOR CONSTRUCTION 9-21-98 ;,!,,z_,y/////4 1/LL'l/. 1///'. I ---=---t-' I 3 I I I I I C(} I NI I f-.I w ~ ~ Cf) ~ --=-c----_---_-_-_-_-_-_ ----~'-~~,~,~~ w z _J :J: 0 f- <{ L I . ~~,· ~ ---------------~~---------- -=-== == ==-= == == == ==: =: =---------------- NOTE• THE CONTRACTOR SHALL FUl2NISH AND I\ISTALL FRAGARIA CHILOENSIS Fl20M FLATS AT 6" 0.C. TO ALL PLANTER AREAS (UNDER ALL SHl2UBS AND TREES) UNLESS ANOTHER GROUND COVER IS INDICATED ON THE PLANS. EROSION CONTROL NOTE• ALL SLOPES 3•1 AND STIEEPEl2 SHALL RECEIVE THE FOLLOWII\G COVER CROP HYDROSIEED MIX, LBS./ ACRE PLANT MATERIAL 3 ESCHSCHOLZIA CALIFORNICA 16 GAZANIA SPLENDENS 8 LOTUS CORNCULA TUS 'KALO' 5 AL YSSUM 'ROY AL CARPET' SLURl?Y MIX 2000 300 100 WOOD CELLULOSE FBEl2 16-20-0 FERTILIZER ST ABIUZING EMULSION MIN. PURITY/GERM. 98n5 90/60 95185 98/80 THE PRECEEDIING SLUr.?.?Y MIX 1$ POI:! BID PURPOSES ONLY. CONTRACTOR SHALL Vs:.>IFY SLURRY MIX REOI.J.?EMENtS WITH SOILS REPORT RECOMMENDATIONS AND COMPL T. ALTERATIONS TO SLURRY MIX MADE BY THE RECOMMEcNOATIONS OF THE SOILS REPORT SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. SEED AVAILABLE Fl20M S e S SEEDS (805) 684-0436 12EFEl2 TO SHEET 26 FOR PLANTING LEGEND, REFEl2 TO SHEET 29 FOR PLANTll'.G NOTES, REFER TD SHEET 30 FOR PLANTING DETAILS (INST ALL ALL PLANT MATERIAL PER THE PLANTING DET AILSl. ------------- ~ ) L~•••--• 11~-::=::=:=: ¼~~==-==== Jj~========= -------- --::=::=::=::=::=::~ ~.,,::::::::::::::::::::~ . ----------~ . _::::~~:~:~:~:~:~~ ::-::-::-::-::-::-~ -~· -::::::::::::::::::::~ ~p.;_===:=:=:=:=:=:=~ ~~--=·===========~ _-:=::=:=:= :=::=:~ ~ '.:IIIIIi~ ~~~-L:~~~~~~~=~ ---T),,4,,~-. ~~~~~~~~~~~ ,z /, -::-:=::=:=:= ~~-:-:-::-::-::-::-::-::-:-:-:-:-:-:-:~ :{+{,s,-•c -------~''--"' __ -_-_____________________________ 0 -------------------4 --------------------~ ~--------~------------------------------------------------------------,---------~---------------~~ ---____________ ...;.,. --~-----------~-----_-_-_-_-_-_-_-_-_-_-_-_-_-"° ---~ -----,--------------------',,,'° :--_-:-:-:-:-:-:-:-:-:-:-;-:-:---:-::-:-:--_-_-_ -~-~-~--~--~-~-~-~:,.,_ '~ -------------~~-----,~ ~~-------------~-·------~----------~- -==::;~::;::;::;::;::::=:=:=:=::=:=::=~=-::-::---=:=~=-=-=~~~~~ ------7~\,_~~~ -"" KEY MAP ---,-----------,,-------------------1 ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY APPROVED ,) . ~-., /;,,~/ ,,.~--ENGINEERING PLANCHECKER DATE PLANTING NOTES REFEQ TO PLANTING SPECIFICATIONS AND DETAILS F'OR SOIL PRE=PARATION, FERTILIZATION, MULCHNG AND OTHER Pl.ANTING NFORMA TION. N071FY OWNl':R'S AUTl-lORIZl:D Rl:PRESENT A TIVE 48 ,-!OURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PRO..ECT INSPECTION SC'1EDULES. VERIFY ALL EXISTNG CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WOl<K. NOTIFY LANDSCAPE Ai<O-!ITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY Fi<OM THOSE SHOWN ON PLAN. REPORT DISCREPANCES IN THE DRAWINGS OR BETWEEN n.E Di<AWINGS AND ACTUAL FIR-□ CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR NSTRUCTION SHALL BE ISSUED PRIOR TO Tf-E CON11NUATION OF Ti-<IS WOl<K. ASSUME FULL RESPDNSBLITY F'OR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCES. LOCATE ALL EXISTING UTIUTES Wf-ETHEI'.' SHOWN !-€REON 01'.' NOT AND POOTECT TI-eM FROM DAMAGE. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME Fl..LL RESPONSIBIUTT R)i;,> ExPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIE'S. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS 1-<YOl<ANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE Al'.'CHITE'CT IMMEDIATELY SHOULD Ti-€ LOCATION OF THESE ITEMS INTERFERE WIT!-< THE PROPEi< EXECUTION OF WORK. 09T AIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR SE'RMS Fi<OM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSAl<Y, SUBMIT IMP012T SOIL TESTING RESULTS F'OR APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE SAl'VY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS Wi-<ICI-< MAY INHIBIT 01< l'.'ET ARD NORMAL PLANT GroWTH. AFTER ROUG!--1 GRADES HAVE BEEN ESTABLISHED N PLJTING ARE:AS. HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION . HA VE SAIVPLES TESTED FOR SOIL FERTILITY. AGRICULTURAL SUIT ABILITY TEST AN SOIL PREPARATION RECOMMENDATIONS. TAKE TWO SAMPLES AT EACH LOCATION, (I) GROUl'D LE:VEL TO 10' DE:E:P. (2) 24" TO 36' DE:EP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY I QUART OF SOIL TO BE LABELED PEI< LOCATION AND DEPTH. INST ALL SOIL PREPAl'.'ATION AND BAGI( FILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHANGE Ol<DER FROM OWNER. SUBMIT SOIL REPORT TO LANDSCAPE ARCHITECT PRIOR TO PLANTING. SOIL TEST SHALL SE PERFORME=D BY A SOIL TESTING LABORATOl<Y CPRE-APPROVED BY THE CITY). THE TEST 51-<ALL INDICATE B.JT NOT BE LIMITED TO THE FOLLOWING• A. ORGANIC MATTER CONTENT 8. N-P~K C. PH D. EC E:. SOIL TE=XTURE (SILT. CLAY. SAND> F. i<ECOMMENDATIONS FOi< AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATIONS. THE 121::SULTS AND RECOMMENDATIONS Of THE SOIL TESTING LABORATOl<Y SHALL BE= SU3MfTTED TO AND APPROVED SY THE' CrTY. THE APPROVED RECOMMENDATIONS FOi'.' AMENDMENTS ANO BACKFILL SHALL SE INCORPORATED INTO THE LANDSCAPE: PLANS PRIO-' TO THE= ST ART OF CONSTl<UCTION AND SHALL BECOME PART OF THE APPl<OVE:D PLANS. PRODUCTS SPECIFIED BY PRODUCT NAME BY n.e SOIL LAS IN THE= RECOMME3\IDATIONS MAY BE SUBSTITUTED WITH "OR EQUAL" PRODUCTS APPOOVED BY THE CITY. Kilt.. AND RE'MOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. ASSURE POSITIVE DRAINAGE N ALL PLANTING AREAS, 2l MINIMUM. OST AIN COPY OF LA TEST CIVIL ENGINEER'S P ARKNG STl<PING PLAN. ALIGN Tl'.'E:ES WITH PAl<KING STRIPE'S IN PAl'.'KING LOTS AS SHOWN. LOCATE AND TAG ALL PLANT MATERIAL. MATl=RIAL SHALL BE IN CONFORMANCE WrTH PLANTING PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND APP-'OVAL Pf;!IOR TO INSTALLATION, PROVIDE PHOTOS OF l'.'EPRESENTATIVE E:XAMPLE:S OF E=ACH TAGGE=D BLOCK TO LANDSCAPE ARCHITECT MINIMLM 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUDE A PEl'.'SON F'OR SCALE PUl'.'POSE:S. l.ANDSCAPE Ai<CHITECT MAY OPT TO l'.'E=VIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY BE RE..ECTED BASED ON UN--IEAL 11-FUL APPEARANCE OR NON CONFORMANCE WITH SPECIFICATIONS EVEN IF' PREVIOUSLY REVIE:WE=D BY THE LANDSCAPE ARCHITECT OR OWNER. CONTRACTOR SHALL 121':CE:IVE APPl'.'OVAL OF ALL PLANT MATERIAL M:?OM CITY INSPECTOR PRIOR TO DELIVERY TO THE= SITE=. ALL TRE:E:S WITHIN A SPECIES SHALL HAVE: MATCHING FORM. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO T>-IE APPROVAL OF ™E OWNER'S AUTl-<ORIZED REP-?ESENT A TIVE. F'LAN11NG OUANTITIE:S ARE GIVE:N FOR CONVE=NIE3\ICE ONLY. PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRE=CE=DENCE. AT E'DGES Of PLANTING AREAS, THE CENTI'Q LINE OF THE LAST ROW OF' SHRUBS AND/01'.' GroUl'D COVEi< SHALL BE LOCATED NO FA~ER fi<OM Tl-jE EDGE THAN ONE=-1-<ALF Ti-<E SPECIFIED ON-CENTER SPACING. INSTALL GROUND COVER AND/OR SHRUB MASSE:S WITH Tl'.'IANGLLAI'.' SPACING UNLESS OTHERWISE INDICATED. PROVIDE: Ft"RTILIZER T AElLE:TS FOR E=ACH CONTAINER GroWN PLANT I GALLON AND LARGER PER SPECIFICATIONS. FOR ALL TREES IN PARKING ISLANDS AND W/IN 5' OF WALKS Cl< CURBS, INSTALL 18" DEEP ROOT BARRIB2S BY DEEP ROOT CORPOl<ATION (800) 458-7668. INSTALL WHERE INDICATED ON PLAf\JS BY ----. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL SE r-.EA T, TRIM, SMOOTH Ai'D UNl"ORM. ,?EMOVE ALL NUl<SERT STAKE:S AND ESPALIER RACKS IMMEDIATB..Y AFTEI'.' INSTALLATION UPON Pl<OVIDNG SUPPORT PER PLAN. LIST ON THE PL.ANT MATERIAL GUARANTEE ALL EXISTING TREES THAT !-<AVE HAD WORK PERFORMED Wfll-llN 6' OF TRUNK. Di.RING THE LENGTH OF THE GLJAl'.'ANTEE PERIOD SE 1'.'ESPONSIElLE= FOR PROPER STAKING AND/OR GUYING OF TRB'::S TO ENSURE STABILITY. AN\IUAL COLOR TO BE SELE=CTE:D SY LANDSCAPE Ar;!CHTECT AT TIME= OF NSTALLATION. REQUEST RECOMMENDATION A MINIMUM OF 48 !-<OURS IN ADVANC£c OF NEED FOR DELIVERY. MULCH ALL LANDSCAPE AREAS CEXCLUDNG TUl'.'F) HAVING LESS Tf-lAN A 3•1 SLOPE WITH A 3" DEE:P LA YER OF' 'MeDIUM GRIND MULCI-<' (AS APPROVED BY T>-E LANDSCAPE: ARCl-<ITECTl AT THE CONCLUSION OF PLANTING OPERATIONS. SLBMIT SAMPLE TO CITY INSPECTOI'.' FOi'.' AF'f'QOV AL PRIOI< TO ElLILK DELIVB1Y TO Ti-€ SITE. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" TITLE ________ _ REVIEWED BY: INSPECTOR DATE DATE ~ CITY OF CARLSBAD ~rs] i-----+----+-----------------+---+-----t---+---1 ~l1_g_j==9='.__'::::===P::::LA:::::N:::::N:::::l:::::NG::::::::D:::::E:::::P=A=RT=M=E=N=T===:....'Ll_U==3~ #";1111f SCAL.E: 1"=20'-0' IVY-LANDSCAPE ARCHITECTS-INC. 757 West Ivy Street San Diego, California 92101 (619) 235-5380 .'-,f i "''< - DAlE INITIAL DATE INITIAL ENGINEER OF \'/ORK REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL CIIT APPROVA, SHRUB AND GROUND COVER PLAN LAUREL TREE APARTMENTS APPROVED DWN BY: D WM, CHKD BY: D.W.M. R\tWD BY: PROJECT NO. SOP 95-01 DRAWING NO. 368-1 L FOR CONSTRUCTION 1-15-99 / / ... ------_.,----- . -, ··-.. -·-··-·---··-··---+------------····-······---····-·--·· -.. · .. ····--· ... . ~ .. / _J « " CL ,_ : ' "' ~, / ' I L::GEND (.. <-::-l_ _) ' -.. ------<() (-· )" <:\ -··· ' I. AI\.CHQQ INTO WALL• SOQ::W EYE FOR WOCD EXPANDilBLE ANCHQQ I'\ MASONQY 2. 13 GALGE GAL VII\.IZEO /'/ QE N_)M3EQ AS QEGUIRED TO COVEQ 1/VA_L 3. FLEXIBLE TIE. -APE SECURING \/1'-JE TC WIQE 4_ FINISH '.3'.PFACE NOTE '/11'-EI\. PLAI\TING SEVEQAL '✓INES ON ONE '/I/ALL. WIQE T'?ELLIS SHALL BE C:JNTINUCUS ®VINE TYING NOTES: I. SLOPES OVER 8' IN VERTICAL i-,iEIGHT $HA.Le HAVE Al STANDARD ol -COVER C;;>QPIJL TE MESH (1001 COVEQAGE: (i) Bl ST ANDAQ:J o2 GROUND COVEQ. MINIMUM FLATTED SIZE !00'1. COVEQAGEl NTS Cl ST ANDAQD •3 · LOW SPQEADING SHQUBS FQOM MINIMUM 2 3/ 4. L:NEQ (701 COVEQAGEI DI ST ANDAQD ,,4 -TQEES Ar-:D _AQGE SH;;;'UBS '°ROM MiNIMUM I GALLON 111200 $0,JAQ::' FEET! 2. S.CPES BET'/1/EEN 4 AND 8' IN VE;;;'-ICAL --EIGHT SHAL_ HAVE STANDAQD 01_ o2. AND 03 ABOVE 3 SLOP::'$ 3 OR LESS IN VE;:>TICAL, H::'IGH T AND ADJACENT TO PUBLIC VVAL<S OQ STQEETS SHALL HAI/:: ST AND ARD nl. 4. CONTRACTOR $HAL __ PQOVIDE Ill 5 GRAM FERTILZEQ TABLE-FOQ EACH F_AT SIZE "LANT C'"'ERTILIZER TABLET PEQ SPECIFIC A TIONI. I. CROWN OF PLANT -o BE PLANTE:J 112---r ABOVE FINISH GQADE 2 3ASIN 3. PLANT TABLETS PEQ SPECIFIC A -IONS 4. TE\1POQAQY EAQ,H BE:?M 5 BACKFILL MIX PER ,;Pc'CIFICA TIONS b Nf, TIVE SOIL A. FOQ QEQUIQED PLANTING METHODS :;?EFEQ -o SPECIFICATIONS 1NOTE SPECIAL TREA TMENTI B. FOQ SLOPE PLANTNG SHAPE S,,,AP= UPHll..L SIDE OF PLANT ::>1r "'OQ SMOOTH, CONTINLOUS -QA\JSITION TO FIN(;LJ GRADE '.2•1 .\1AX! © Sl-=2UB D _ANTll'_G NTS IVY-LANDSCAPE ARCHITECTS-INC. 757 West Ivy Street San Diego, California 92101 (619) 235-5360 -' ·---· PQE-✓.41LING WIND _EGEND I. CENTc'R -QEE II\. BASIN. SET CROWN I" ABOVE GR ADf.: 2. BASIN. MU.CH PEQ SPECIFICATIONS 3. 2"XIO' ST AK':'S P':'R SP':'CIFICA TIONS 4. TQE':' -,es PER SPc:Ci'°ICAITONS 5. TEMPORAQY 3" BERM 6. PLANT TABLETS PEQ SPECIFIC A -101\S 7 BACKFILL PEQ SPECIFICATIONS S. UNAMEI\DED NATIVE SOIL BACKFILL FIQMED TO S)PPQ;;?T PLANT 9. QQOTBALL 10, SCAQIFY EDGES OF PL-ANT PIT I' EMP1"( 3" DIA. PVC DQAIN PIPE FOQ AIR AND Wfa.TERING. "LACE Mil\. 2 PEQ TQc'E, TQEES IN TUQF AQEAS 01\L Y NOTES A QEMOVE ST AKE l'Vi.alCH COMES WITl-,I PLANT FC::0\.1 NU'2SEQ) B P•_ACE PAQALLEc_ TO CUQB OQ WA_K WHEci<E POSSIBLE C ON SLCPES PLACE S~ AKc'S ON EITC-.jEQ SIDE OF TRU\JK AT SAME EL.EVA. TION D. If\ FLA. T AQEAS. PLACE ST AKES CN EITHER '.:,IDE 0'° -QLJNK '.:lAQALLEL TO "QEVAU"G WIN:)S @ TREE ~LANTING I -. I I,; (3) _____ . ~ , ___ . (d) .... \._ EDGE OF P _ANTING AQEA 1-. ) -· ·--- NTS \ -----/ \/ ----~~~--"-'~-~-·-··7·----\\ /!'\//\\II'\ II'\ I ~ I' 00 0 <( (') Q_ ~ r.f)_ \; \/ \I \/ \/ ----------0 ---------0 ----0 ------0 ----0 -----0 ------ /1 \\ ;/\ /\\ /\ /\ /\ \/ \/ \1 \/ \; \/ \ -o----o -------··--.. ----·--0----0-----o --·--~-o ----o ···-·,·,·, ... ~ .. ...::::,r I' //\, /\ /\ /\ /\ /\ / '~" ___ ,_\/ \j Y \_/ V \/ a;, /\ /\\ /\ i\ ; \ I \ / \ ::'OUAL S.M._M •• ~- NOTE• A. ALL SH::?U8S!GQOLJNDC0VEQ SHA_L BE PLANTED AT EQUAL SPACING CT;:>IAr--.GULAQi UNL::SS On-lEQWISE INDICATED ON PLAN5. SEE LEGEND FOQ SPACING QEOUIQEMENTS. ® SHRUB / GROUND CQ\JER SP ACING Bf--------~-~- A.PPROVED F'OR PLANTING AND IRRIC;ATTON ONLY. "AS BUILT" E~GINEER'S SIGNATURE REQUl.'l[D ON PAGE I O~L'" APPROVED INC:LUDINC; PRECISE LOCATION OF PL1\NTINC; AREAS. TITLE _____________ ... ,. __ , __ --------------------- ENGINEERING PLANCHECKER DATE 1------1------+----------·-,·.,.,.,~ .. ---------+----+---t---·~ ,.., ...... , ..... _ ... . r-------~····"'.,,,_,__ ---+--------.. , .... , --------+-----+------+-······· . ", ..... ,.~---·· . ,..... . .. -----+-----+>-----+----+--·-·---··-"· ...... ······-f------·-···"·-·-·-···· ---------+----+------l ----+-----I-----..... . .. --------+-----+-··· .... ....... t···· .... ···--·· r-·, .... ........ -·--+------·--.. ······· . ···-·-··--------+-----+----... "·---+----I r--·--···"·········'·· ·---+----------.. , ........... ·----------+----+----+., . ,, ,o ----+------- I----+------+-------------- 1-----+---+-----~··=•·--~·-----------t----t---• .. -·, .. ·,, .. +---+---------I 1-----+---+----~·~·~~~-----------t----t-----+----+----I ENGINEER OF WORK ,--~-+-~-+-------------------t------t----+---+---------1 DATE INITIAL DATE 1\JITIAL DAYE lt-Jlnb.L f----+----f-----'-----~-· orneQ A::>!'QO'/Al REVISION DESCRIF'T 8N Cl lY APP~OVAL INSPECTOR I SHEE"'l CITY OF CARLSBAD SHEETS] Ll_Q_J PLANNING 0EPART\1EN11 33 ~,~N•••••~•-'• ~ ~~~ ...... ~. ~~ ~--------------,-----~~··~·"·~-~-~--~·-~ LANCSCAPE PL!ANTI\JG DETAILS _AUf~EL_ TREE 1-\PARTIVENTS D WN B Y . \L\'LM..._ C--IKD BY: D.W.,1. QVWD BY• r"'" ~, ~· ~ PROJ[CT 'JO. SOP 95-01 JRAWING 'JO. 368-"L FOR CONSTRUCTION 9-21-98 4 _ot,,~,r , rr·,JtorI1..1ls 'Jnc eqli-::,rnon· 11,,01s 1,0-s tru1,tion 8,11.l r!ment on(J l"TiOCl•ner·1 . \J\Jcr➔r ri,:➔<.:.il. or1'.] :~ti IfI&~ r'8(1,~Ire<j !()r cor1structIcr1. Ciner 'nc; I,-,,;,,s Ll~rl servi1,,::,::r, ~e;:-;es.,;ory t.:::,r Clc):)er e~f-)(:1)11(:(] (J0(j ccr·n1:i1er,:)A or VVorf ::iecure cr1d oov :er, os ne(:8ssorv tor orcper e~ec1.1t101 ond CO"l)Olet:or"l ot Wort< ond 01:, 000I1:.::oble ot time ·:ir ·ece ot ot b1cs· o . Pe,m,1.:, . !:..:, (:;overnmc,n: fo_,05 c . 1_ ce0.ses Grv(; r0cu1roc' 1:ol1cos, c,rcier~ ono Qth,::1' 1egCJ1 reat.11r9r,-i9cit~ c,t ova1,c ol.l1r,or,1,es wn,ch bRor on DRdQrmonce ol VVork No!h1r,g n :he.sc:o =.hJw1:·,qs er :=-ioecificatior.s .s ID b(t cor,.stru€"d 1() oerm1t Vv()rk ny ccn'urrw1g to rhe:,e c.od~.s . , 6 Pronplly ::oub':"111 writl0r1 r1ctic,;;, '(:; Londs:::op~ Archi:.;.ct ol obsar,11,;,c ·✓or,or,ce er C:-!nT"C1c::1 Doc:1.rner:rs rrom 1ego1 reqvireme11s. In me everr mo· "O r1c11:.::e ;s prov1jed, C:ontructO! shall cssurne rBsponsibility /or ony v\l~rk psrlorme(J ·tt::Jt :s ccn:rorv t,:) suer req1Jiremen:s . E,J, Cor·trocl ._ir;I1s Th<s,so cocu'llen1.s or$ not in1enOed ro set Iim1ts oetween T'Odes l111Ie~;s spec1f1cCJllv so stoled . The Owner .rtill dete"rnir1e v.,hof v-vork wil bE! do~ and b/ wh0m fhe ~Jwner· end 'he Controctors shall visit or-id i()spect the aite end torr•,i:iarize memseIve$ wi-r, sire conc11Ions , ora sruay rnese documenui Tully before agreeing to work on me Prciecr . Their ogreement to wuk on me 100 OON;T11u1es ·ve· l1cotion mot hcve so .studied ihe si1e end the docl.fT"lents . D , Docurns;int,;= The [)row1r•Q$ 01·e neceSN"-lt_ s::;hemot1c ond . do r.o· ;:iurpO(t iO :ir1::iw complete s 1uc:Ions, r,e Cro,mngs. Specit:ca·1on.s, and Addenda are C)rnoIerr1er1rurv, what 1s codeo 'U by one Is as called tor by aI1. ~f"'@ Draw1n.is SpE',cil co'io'"'s , and .6Qdenco lllt)St olwovs t")6 together F;:uor.~ , Or'r"i•~s,or,s , D•sueooncies , or Ac:verse Cor-id1t1or1.s• \/'he, ,;:irr,::;,rs cm1s:,10ns or discrepcncies in the docu119nts. or ocverse JOb con0i1,o("\$ r:,ecome 0r.iroren1, ,mmecio1eI·-1 orIng 11e-n 10 rr.e ot:en1I0(1 ot the Owner 2 T,,e Ownec st>oll ,mmed ately , and ,n wcit,ng , br,ng to the ottect on c,t tne Londscoce Arch1tec1 on·r od·ve'se 1cb or s11e c:::onC1t10n.s. or or .. v L!Jrrcrs. om,ss-or,s , or d1sc:re::,onc1es In me dO·:::uments or other Iondscooe 'Jrc··~!l•2tcturol se'v,::;e.~. n-,cse not so rec-ortec remo,n the re.soons1b1l1tv 01 :··1(~ Ow,1er T~1g LcJndscm:•Ei t,rch1tc;;i:::.t Is r,ot n(C!c8ssoril'✓ respons,ole for mo.;Ei :no1 c)"& recor:90. F" ('.h(Jn9e.5• l he Owner ShcJII r·o;1I'✓ the Lor.:jsCOPE< Arch1;ec! or 0·1o•··ye::; II\ ll"'ie OD cirici DCV on 1:.•• 1ro lee lo; tr.e I. onjscooe U·,:,h tect"s Or"'Olys,s 01 the c1101,ge~ 0•·1r.:,J/or !or chc.m:;,isr1g the -:loc11T•er.t.~ . G Monu1oc.t1Jrer"s l),re-:t,or1s· F"o:iow moncJtoctvers pr,nt9cJ 0Irect1on$ (JnQ OetoIled drow1riJs In 011 coses wt1ere 1he mon•J10C11Jrer ct ort1cIes used 11' the Work t.Jrni9•1e.s cicections r.:<Ner1ng po•:tli; r,c,1 S"Owr·, Ir\ 1••e rxowr~1Qs or described Ir\ mb' ~~pec1t1cat;or,s . rv1,:i1,;;ir:ol& net ;,how:t or &c.;ic1f1ed her.;i1n ,ShCJII Je cs soec111e0 t:y tr,e Uw~·e: SL.Jb.S11t._1t1ons ffi1J31 b9 ver,tre-::1 f'l wr,·,ng bv the Owner Ma-er10I$ c.iro me '/\r'or1<· 2 Store ,"noter101s to prevert vondohm Of deter1orot1or· ona cs directed by th@ Owf"'@r Protect mcter10Is betore . duri--ig . end arter if)stall::itior1, J. Ceoning, Eocri c::,nrracror sno11 cieon r.1s work, 0G11ocem work crreced by his ac11ons, and hi.~ work creo •OS directed ono to the sctistoction of the Owner , 02200 1n Qtjd1tI0~ 'C these :iocJrrienrs, c"Jmply w:th civil and/'Jr str_ctJrol engi1eer1ng <joc1..;rrier,ls 1':CludI-g tile soils report cs direc1ed OY lh'sal Own<c,f . B. T oieronces= D. toot ot the 1nd1coted groc:e 2 Moh; i,n,.sh qrod~ :;noo·h, 1y1il,:::,rm. a-d free o· abrupt c;..-ode c:!"'--cnges ond depress,ons to 1r.sure surfoce dra,noge ) Slope Q'·::i,:Jes owov irof""'\ ovi1cJ1r,gs ot 1 ..:i. 8 ( 2 l J rr-I:~Im,.p1 :s'OO'= 1c,, ul eo.st 11v·e 1ee1 ~ro,-11 t)1.,,lrjings Dll9 to the -:;ccle er 11·\e Drow1ng5. 11 I.s not po;;sb·G> 10 Ir·,a1catQ ::,II o"s.;;irs, sl00v.;.s l"Jnd 0ther compor:gn'& which mo-.,: ::::ia rAqJired CorelLJllv l"l\1est,gcte 1hE- Or"lC ',r,15h ::::cndrt1or--5 -::.iHect,ng ·he work o--..d p:or·, worl-: accordinglv Finis, such ,:inc cor;~onents as rncv hB req.J,rEKJ 10 rne,;;it s,;:-;h c:on::J1t,or"lS. 1,:1Inq& i';t'uCtUOI f,ttin,;:is Drc:::vv,~gs ore genero ly 1;1-:::-:gromot1c ond 1nd1cct111e ot me ·,v-:Jrk to be nsto1Iec1 :nstoll lt1e work 1: such o monrs,;,::r ,::is to O'✓Od con•l1c!s bi;:i•Neen IrrIqa11ori sv.s·ems, r,:ont,ng. c-:;nc (_;rch1tectvo teott.:res :=,Ju:o'"ftent s~owri n povec:J oreo3 1s· for de::itQn ,_:;10111,c;Ot•Ori e,nIv i"s1uII suc)i equIpr'r"Es"t wIth1r\ plar,tod area '-'/":,;:ne,,;9r p0ssIt::,1e. De.., 1101 w1'IL.Jliy 1r1stull :r11gok:m sy,;tgm os sh,:=iwr, Or' thg Drow1n9s wh.:in 11 is ct·J\;1'.JU5 Ir' the l1elC1 1~ot urrk...,Owr"' ,Jbstruct1c.-.s. grace d111erence.s or d1~reponc1e.s 1r1 :he crfo□ c1cnensIons e~Ist that m,g,,t r.ot "10\18 been considered 11 engI1"Eler1r'Q B, D.e~ord and As· Built ::i·,:iw1ngs Prov1ds ownsr with a rsproducib B S{o;lt or "As -Built Drawings· C, GuurQr\10e GuOr"C::-1Yee the londi:::icu~e 1°···go•ion systEtm ior o period -:;' one-year . Provide c:. writte, s:oter7e1t of guarantee to ,nclude . ot o mirimum' lrngotIon system tur11shed ond Insto11ed 1& tree trorn detect5 ii moteriols (y•d \11.'orkrnar,sh·p , one th~ work has b{;u~n completed in occorOonce with tl":e Drcwings O":d SpE<ci11cotions , Ordinary weor and tear a'id unusual abuse . or neGl9C1 e-.:cepted, 2 Agree to repair or re-place anv Oetects In moter10I o, workmons~1p w·~1ch moy cev·eIop dunng me period oi one vear from the date 81 acceptance ond olso 10 repoIr or r,;,1~1oce onv domcge resu1·ing fror7 the repa.ring or replacing of such del!'Sd5 ot n~J oddi1ionol cost lo ths Owner_ 3 tvk1kc:t such r1;,>p(JIrs or rep acement w,th,n o rec:sonoble time ofter receipt Of wr11Te"> n::,:Ice rrom t:-se Owr.er", Ir unoble t::-, r'r'lctk8 such ."8pa1rs or r~plocement w1th1n ,;aid reu.sonoblg li"Tig , outhorizg th',, Owner 10 oroceed to 1ove so1Q reo-::Jl(S or replo::emenh -node ot the Ci;:)f1tr'=ictur's (Hpen$e C:::mtr□ctor to oov -. ..,e Gc.--~t one! e,ho1ges thereiore tJopn cienono :.~ Use c!I r:ioons r.~.,-.. -~ssar:,1 ·o protect 1mgatIor ::;y{,ter--, rnoter,0I.s be'ore curing 01'-d c•ter ,ns10IIot•-:Jr• 0110 ;.:1rotect tt\e Ir,s101Ie:::1 wor1< a,10 rT,01~rIaI.s of 011 01i19r ,rodes. !~ !he e·✓ent 01 durnoge 1rnrned uteh/ r~1akG all r9oairs and rer;;lcicemerits nec.es.sor v . 10 the 00prcvo1 of the Owner and ot no odd1l1onoI cost to the Owri©r , 6, I ·'.J ond t.,v\'V✓A CI IC Wrough· ccpper er bronze soljer tIttIngs , Solder SOi50 t,n1Ieod AND ASCI/ 8 88 AN$1 E'J-i 6 2 2 7 PVC corstor,t ores.sure mcv1 line pIpIng 2 1rrches ond I0t"Q9" ~Olve.-.r weIa 01n1 PVC CIOS.S 3 I 5 ' K V. N. F A PVC :::onsrc.iY oreSH1'8 'Y"l0In 11ne r)Ii.;I1\,;i I -; 2 Iricties 01d .smolle'· Sol,.:er,t welQ 101nl PVC '.'_),::ht:dult: 40. F\/C nlc-:rmittont ()rHr,sure 1:1terol l1r,e op:n•;)" 5oI•1ent wel( 01nt '.::c:·eos)iB t. :~; w"1e·2 I1·1,:1Icc1eJ PVC Clus.s 20C , IO i."'i'v'C' Mt:i-1q:_;· f·VC S(i"•,?c_·tJI\:' 4() _-,elver'! weld cin·j 1:::lctoc·-1 rncrn)t::;ictllrf;l(), 0r :·ich8d~IO 40 w1h1 rubb.=ir :,nq 0101 F 'VC p1De' ,-\SH.11 D f'..FS-op1-~r c,veu I 7 6/.l TypD I, ";, f-:,VC Sche<..··ue 40 01·.:J ::)Cl)f:::ldule 8() pipe ASTM DI .7f3S ood ASTM U 2466 4 ~'VC (Joss 6 0 , ::.::iu~.s 2 00 , ,:1nj ::-;ic,,s J I 5 sc1"en1 we10 ona l---:'1ng -111e 2 3. 4 pipe /'..SIM D 22d F" 01 siz:oa ASTM :-;I 1rcn "tGo" For s1z:e;; A~~TM A Qii;c type, 2 ,r,cli8S o'"tcJ smoller I ~O oou:"td 50tr.Jated steam rai®d, brass body t 2, :;c·ew 101nts1 ncn-:Is1nq s·em) screwec bornet1 solid d'SC1 molleOble nonalR or nor,o\,v1tee1 . , 2 -I / 2 inches arid lorg!:l.-L 00 pour"d I 2 6 Clasa El, flanged ioilts, non-rising eql,.lipped wirr, sciuore oper"OIH"lQ r)JI , 0 . W . G . , iron body stem, bolled bonMt, OOLble Provide tv,10 cpe,ot,ng keys tor velves buri~d I 8 nch<:is or deeper . 5. Volve 80.e-s' l.ock l1(j tyµ!:l, ad:usloble 8 ir"c1es I. 0. concrete sleeve with ccs 1 Iror1 lid n P•~ved ar~o.~ . P1os·1c with bOl1 down lid in plot:ted areas , All sholl t:Je morkeQ with "F-""RV", PVC", or "GV" ·espec-iv~ly, wilh control norion r·,urnbt3rs fer crn·,trol volves .stenci1e,_j n white on me valve cover . Use type as 11,c:J1coted on tr1e Drowings , 2 Al pI0Ing bel'weer, 001'1 ct conneet,on and bockflOw pceventlon on'1 to be of rnater1:11 os rHqL,.1ri:Cd by Ioco1 coce or-dior Coun1v ~ealth Oeponrnent. Ar,ti (h:iir vaves shcl t:-e of heovv dLtv v1r"g1n P\/C or b·,::iss c;onsh.JClion w,th F . I . P thread Iri1e1 '."ln,1 ovt:et Internal ports 3r>oI1 be r1eld odiusted o,;r.::iinst oroIn,:>lJI rrom : 10 40. 1eet 01 l\e,:.irJ. Tr-,::➔ ar,ti-dro1r volVE:·, where 1ndIco·ed o:: pl~Jns, s"lo I hcvg on gxcgs:, /low tec:tl)re which will automoticolly stoo l"ie flow of wo1er when 1! e;-.:c,seds 1he (;, P M :=iros0t by the monu1oc.turer rhe onti-d"oir ·,;o;v~ shall c111orrot,cn ly reset ,tseit v✓-e-~ tr1e woter pressure 1s rel!eved A--..11 -drc1n o,io excess •1ow vuIve st">QII tie sIm lor to 1--,e, Va cor. .COv' XS l<oinb,rd SM -I c,' cp:::irovi;d .;;,iquol . Use tr,e tnO" 1/V r1rq dire-:. I Uu1 ul ::..cp:..ier w,r'?" ;..\WG ··U . F . 600 volt 1(_,r connect10,1s between outonotc C..O'ltroler on,j the electr;c contr~I '/□Ives_ No wire size le.ss i::r I 4 Usu t-J:ock colo" wI"8 t:::,r pilot , whl1~ for common , 4 '.!\'here mc,r"e tho11 Oi"1e wI1'= ::. :)lr.x.@d 1r1 cJ tr,:rc:-i, topA ¼1" ng together ot ten loc,l :r1tHrvcls . S Prcv 0(1 ori e;-.:pons,cn curl withir-, t1·1!'ee reel 01 eocl'l wire c0nr~•=11on 6 Moke splices w1:h ~;co·ch<_ok :1 J '.'°) 7 7 Cor.n,;,.c;tor Sealing Packs or f--Jen 7 ite wire cornecto1s Use one ec,11ce oer corYiector s~Olin,; po:;:k. ::::: eld splices will not bl:> p&rrr1Ittf::!j Use sprinkle" h€os or -he some s1z.e , 1ype, :Jnd sarnt;, rat9 of precipitaior witn rr-e di(l()"]e1er (or rodiusl Q'. 1t-'row . pres.sure, ond disc11Jge as shOwn on me Drawings . 2 All spnrt<:ler 1eods ot the sar~1e type to be or the som9 monvfocturer 3 Install n the rise-nipple :Y eccr 11T1pact spri'iklEH one linGi si1i,;:id VAL COM :a.ADV Anli-Drain Va,vliJ . 'Nater Supply' Svst01r1 dli<s Qr·, s :iased on miniml)m opero:1r,g pressure sr.ow11 er eacn po1111 or ~onnectIon . N';oximum GPM del'T'and spec1h;:i(] . Verity 011 pressure on srre prior ro :::ori.s1ru:.:::iori f-::1ect,·co1 Sl.ippl'✓; I 2 0 volt eiectr IcaI ~ow<e)r outl,;it 'or cu·omotic corrroI1er 10 06 provided by 011"18(5 , M01<e req,1,r9.:J E!IBC 'I rcor COM&C' Iori 01 au10matic coritro ler to outl<;?)t . 1n~·oIIotion= Prior to QII wor,, ct this se:::-1or1, coretullv 1n.soect the 1nstollHd wo,·k of all ether tiOdG)S and y,:3rrfl ·h~"Jt all su1,h wc,rk Is c:Jmc-le'e to ri-.e po1r:! wherA this 1r'1stoilc:rlic)n mov orooe y c:::,mmence .:. Ver,'•; !hct the ,11,qot,0r1 Sy3tem w,I1 t)e 1Mtolled 1n .st·.ct accordance vvit'"l all ') cen1ni:;1nt cx1e5 or1d r0gulot1c;n~ the or1g.n10, de.s1-Jn, the "eterenced s•ondorcs, ord lh(; r~--<.T1uioctLJ"8r's r9comm(C!r,\j(']t,or1~ 'Jewv a11 1,➔10 c.or.cjITIons I··,cIuo1--..g prur)er I'{ 11r1os , r1ghl$ 01 woy , eose11f;:mts . or,d onv r:,1h1:.,r l,;,igol or onvsicol element •:JS recuIrec corf"o,et,on of the oro1ect. troct ootJndorIes , ror the succe.ssful .::1 !' r"e.·1ch1ng e. c. Prov1d,;.; a m,n,muTt ot e1g~>teer, ·r,che.s cover 'Cr' OIi pr8.ssur9 supplv lines t;. Prov,de a rncr,,mum ot twelve ,·~cnes cove' lor o I 171ermitlenl pressure la!eral I,ne,~ <:':. Prov,(J0. '.) :nir·.:n~v1, ot e,:;;it·118e•, r1c;1~e-o :;over 'or cl con!rol wIrIr,g c lJo ;·1-:): bc:cd1II trenci18t. ur,!1i CJII r.;.qu1r.;id tErst.s ore oer"!(l(ned s Corekl v t):Xk11II lr"end·,es w,111 ooorcvs:;d mcteriol. Unsu1tab1e ~o:er101. 1nc1urJ1r,g clojs or.a r:)CI<.$ ove' 2 I I '2 · In size , s10 1 be removeo 1rorn lr;Jm the premises onj :i1sposerj of 1ega11v ot no CO$! 10 me Cwner . Tref't0h1ng on-::J t3:.Jek11II L.Jricer Paving o .611 ope ur1der PO'✓E.•d or(➔ai; to be PVC instolled or1or to oovIng t::>. Ir cdcMI0n to control wire sleeves srown _on the Drawings. install wire .sleev-ng o' sult1c,ent size unr::ler ol! pc.JVc'ld orB□s prior to pov,ng G . 8ockfil1 irenches w1m $1~ ·nct1es 01 sond below pipe ::mo three ·n<::hes ot,ove 01pe ,::ir,d cornpact 1n layers :c 9 51 reiotIve compoct1on, d, Pressure ·e~1 <JII pipin,; U'l,jgr paving prior 10 poving work , Pi::>ing reqt)ired under e~1sting pavement shall be ins1a'IQd by jocking , "Jr 1ydraulic driving excQpt thot no hvorou-1c dr1v1ng w111 De perm1tred :::ispholt,c concrete poveme,1t . Ooring, under 1 . Where culllr"'Q or D'eOkI"~ Of ex1sl1ng pav$moot I.s necesscry , .secure perrn!s.slon frorn 11-,e 0Wl"'Qr be'cre C,)tt1ng or breo~dng the pavement and then make all nece.ssory '9PO r.s one! r"epiacements to the oporovol of the Owner ond ot no additional cost 1o the Owner . 6 In add11ion to control wire sleeves s~ow~ 01) the Drnwi()Qs , in.stall wire .sleeves of .sufficient sirn under 011 paved areas prior to paving. 7 El<.a.1ctric Control Vo1,,e.s1 a lnstoII volve.s os ShOwf'l on de•ci dr"Owirigs . Wh~n 1;1rt:,upsd 1oge1her . ollow 01 iBost lv-vErlve inches CI 2") between ·voives. mtniMUrn six i1ches (6") 'rorn onv wolk Or" str"ucture . b, lr'l.Sta I Gach val·ve ,n Q ser,,orote volve b(:,,: , Valve bo:<es iristalled rear '- wCJlkS , CL.:rbS , neoderbocrds , or paved amas shall obl..lt onO se1 11L.:Sh with tl'te 100s o! tt"1e.5e sLJ"foc~;, Ou,ck curbs. cOupl1nc;;; volvo;..$ heoderboor ds , ~hall oe .set opproximote1y twelve inches ( I 2") lrorn walks , er paved □rELas , wl7Elre opplicct.,le 8. Fl~Jsh irrigcmon s-,srem pIp1ng prI01 10 1r)s10I10:Ic,r1 01 sprinkler 1eoOs. 9 lns·o1 the ~p·Inkle1 neoos os des,gnoted on the Drowin~s. Do not exceeo moximLJm spocIng or heOds nd coted or: Drcw1rgs and n no co.se exceed 1he mox:mum recomrr1enoetd bv ths T1<..1n,lac·u-er . O Fi(;llj ::Juo1,ty Cor.tro1 Flush ond od1ust 011 sprdder t~eads fur optim1JT1 pe:lormance ond to preveni oversprov onto wa1ks. ,"ocdwov~ , orio oviI010gs os mucr. os pos.s1bl6 , Select the best degree or O"C to r,t e=<ist nG s te cor1dItIon3 , 2 Sot o,i sprink:IYr hgods perper,01c:uror to r1nlsheo grades unless omerwise aesignatGd on the Drow,ngs . 3 TB.sling cf lrriGoticn Systerr"' a Befme 1estng ·111 the line with wa·..ir for a p9r,od of ot leost {2 4; hours b, Per'orm a coveroge test n the presence ct the Lor.d$Cape Atcr.11ec1 10 1r ms wci:er coveroge for pIait11g arnas it; complete or.d odeauo:e , E. C. D r::. f- G !-L .J ' K. L, M, C fgst cill pre~,sur8 lIr,er, u"t(Ji?; 1~c1, ono ·:,rove woi.:.\rfI1,,Jl'\I. l1vdrost::i11c pressu,·e 01 I •)'.:J 1-10~nd: cor s<:Juare ( d) r-(')1,J"S. II leo~s CIElvE.1I'))) , Sus101n prec:sur,;:; n lIn8,~ fer riot le,% t~on 1ou1 repIoce J(11nt$ :::ind ·epoal los· ,_n·1I .;intIre systom is pr~:iven wamnIq·11. d, Pres.sure t@st all p1p,n~1 unc,::~r pLlvec ore"s t.n"tder hydrc:s1ot,c p1e-5su·e vf ! 50 pourds pgr squcJrA Ir1ch, o:xJ or·ove woter1ight . prior lo paving e , Al' hydrostalic tests shc'lll b8 mode onl',' ir, t:.e preser.ce or 1he L<..mdsc0p~ Architec1 or oths,r Vl!IY 01.1t:tor:zed repre::entot1·1e of me Owner Do no1 place backfill until te,';ts hnvs vee~ cp-:::iroved, t. Furnish necessor"y tore,? r.)Jnp urid all olhor ·0sl ~quipmgnf g, ..Jpor1 ~orrpl8!Iuri or 0~x·.i-1 phcJse cf work, test ancJ od1l1S1 e·~t1r!;., svsierr· 10 meet .site re:1<1uireme,1t .s 4 The enlirs sprink'er irrigatiQn .wstem Sholl oe period of seven r? J oovs or1u ·c c:1or.t1ng , tllG right to waivg c:,r shoOsn n·,e operot1on U'"'der tu outomatIc 1.:.,µeI ct10n 10.-a The Landscops Archi'ect reser-✓es oeri.::,o. LANOSCA""'E PLANTl['..J(; $011 Su1tob1l1tv ono i-=er1111ty Aroivses ~eport' In . odd1i1cn .. to th%e documer-its , corrply with 1he recommenck.1t1:·,ns ot the Soll Su1t:::ibil1ty a1d Fertility L.noivses h<'eport , o.s directed "JV lha Owner . 2 V\'here no soils 1'6C,Orl i.S cvoilct.:,I0 , oblain an ogronometric sc,il teM oner rolJ;Jh grod1ng hOs been ccr•ipl1J•ed $011 rest srio1I be rncde l)v :rie Bu11er's rv,I1s lrrc . Son 01eco, CA (A I 9J 2 6 3-6 I BI o1 the Own8r',; 8Xpense. Ser1d COP'/ cf tt,.;,, so Is r,;;ioort Gr)C r,;::ic'.)mmendorions to me l.Or',(;ISCOPE! Architect Qeport Sholl inO.,de 5Pro,Cific r08ornrnendations Im: a Soil omer,dneri1 , rer1111zer end cnem1co1 corFJ1T1oner Wpl:ccitIor' !Or -50il preporot1on, b Plont p•1 bockt1II m1~ . c Auger hole r'-'Jquirsim~nt$ (where cppli~d:)le) . d . Post-p1ont1ng mc1.-~teno0ee ter tilit.ation . Quality Assurance• ~\Jrnish p,ont motE!l"iOIS ce("ilied by $tote or Fsd~rol Der;;.iartmsnt of Agriculture to be tree from nazaraw.s ,nseclS or oppcrenl disease. 2 Furnish plar,t materials i'lSPG.ICl<.)Q t:JY Londscorie AroMeor or me growing sI1e and tagged Or" otherwise oppr::.ned ror d0livery . lns~ection 01 growing site does not pi"eOiude rig/"11 01 redeciion c:it :::onstru:::tion site . :'jt..bm1110l5 ~~ubmit d9liv9ry slips for :not.;.riols -c Owner to verity speci'ied quantities or soil omendmen1s , tertihZ6r'S , m,kh or uny Olt\er bulk celiveries . 2 $9Gd r"lixtJr,;;.; Furnish jc;ial9rS g1Jcror.tee sto1emem O' oomposI·100, mixture, purity arid genrnna1ion Product Delivery , Storoqs and (...landl1ng= Deliver "erti izec to site in ori9,no1 UfJCJpened cor"ltoiners beer i'lg manut□ctur{;lrS guaronteed oher71coI onolys.1s . nome , irociemork cncJ coniormance to state law. £ Deliver plont mote11<)I w,th leQ1ble idonl;11cction label:i. rotes '.j Protect 01on1 moteriol during d~) ivorv me while on site tc prever-t oamoge 10 root ball or cJes1;i,:;;otion or 1e,:ives , .a Mo1nto1n ond pro1ect plont 1·nct6r10I not 10 be P'CJ\led within fol..!r hours ot CIEl'IVBfy . S Qemove uriocceo1oble 0Ion1 mo1erio1 rrori, 101J s te immediately . .Job Cond1t1ons: Pertorrr cctJO plont,ng only wr,en weother end soil 80ndit1ors ore su11aOle In occorconce w1tn 1ocoI1y cc8efJtoble practice . Suo.s ·rtu1I0,~s· ~)ubsiitutc, ::ilont moter1ol f,:"Ji unlf3SS SDGC 11CGl,y opprcwgc tho 1nd1cc-.ito(J o art materiel ,n wr1 11ng oy rhe L.onosco~-:ie will (101 be Ar Ch1TeC' , Guarantee bo!<ec end i,8 d \,Jl"c!\Nr"l 1rees to "live ond grow· 1n on "accept,.Jble . upr Igh! pos,11on· lor a period cf ona veor ofter comolet.on 01 the .soecil ed moir,ter.a';ce p@riod ond fi'lql acceptonce . Delinition CT ·1ive or'ld grow· and ·acceptobl8, -pr,gt-'t posit10"1" sholl ....----,gon that 1he treg mlJst , during the guarantee period , sustain a health/ ord V!QOrcus. oppearrnce . If tM tr.)g, durirs;;i lhis gucrantee oer1c,d , ,joe'.; net susfa1n this . opoeoronce , r0!':"lcve ond reoioce i w lh o tr,;;1e equal tQ l'·e original spec.i1c.ations. Rer,:;iace O' repoir onv damage to cont1g.Jo-.s planting . 8fructures, lighting OI' hrigo1ion .syttems dur"1r-tg rep1ocerr1ent 0perot1ons , 2, Guarantee all cuttings , sod 0,1d contoiner plo,t moterio1 ui:; to one IncludInQ I 5 -gallon s1z.e as lo QI Ow th ancl hea,th for_ a period cf 90 days O1·er ·he completion ot the spec,1ied moiritena0ce period or1d tinol m;c:;eptonce. 3, Qemove and replace a11 guar:inteed part rn□1arials tor whch for ony reoson tail •c meet the "equirements or the guarantee within I S dovs of writtHn no11f1cot or, by Owner . QepIoce w1lh pIan1 rno1eriol originally specified a'ld provide original g.)CJ"ontee . FIonr ESIODlisM1ent Period· Minimu-n 90 colendoi doys to be ::::ornple1ed beJore th~ Londscopo Archi1ect will reccimmeM acoeotonce L'Y tr1e Owner T opso,1= Use natural r·Iar.:,1e soil cf -5ut-.stmce.s .st,ck5 debr'1.s dImens,or . and cor.tc1nIng O" noxious weeds lh,;.1 rc:)gi:)n, 'rgg fro11 lumps , coy , 10~Ic VE~c;,:;,to•ion. stones over Oile inch ,n m,n1mur, ro (J8S::Or'lPOSed $!One , SOit; , 01~011 , herb cide::; 2 , Silt oius cloy content not 10 e:,:ce0d I Si b"{ wei~hl 3 . Boren con1ent r·ot to e;,;ceed PPM os "'"l""leosureo by tre sotLJrotlon extroct 4 2 Sociwrr, 01 the ct 2 5 lmoon obsorplion rotio (S.:.\RJ rn:i-to exceed si:.: end the e1ectricaI conductivity .sot-.Jroi,o~ e-.:•1oc1 not 10 e:.ceed 3 0 millirnol@,1. per c:ant,rieter degrees cer:tigrode Furn1st·1 ,)n(j n.,1,1I1 prcJr recommri11jot1or1s ot soi!(> 'ePOrt Orgon1c Arnt:crv.::mer\l· N1tr,.),;,;e·1 s~ab.l11ed o O i.l to O 6 t :'-1 tJs)SeO ori dr"y we1gh1 to, redwood sO'.Aidusl t) 0 5 6 to O B 4 1-. !'--J bC:sed 0:1 dry weIg-it for r1r Of ceoor sowdust . c O 8 to I 2 'l l'J t)OSE'O on dry weIgnt tor tr or pine bark . 0, b, c. 9 5 -I 001. :.:io.ssing 6 , 3 5 mm \ I / 4 ") SlCndCrd Sl<a'V~ 80-100'! ::im5ing 2 38 mm (No 8 3 mesh) .,tor"ldCt'd sieve, 0-30 i poss,.-.g 500 rr,icron (Ne, 3 S 3 2 ·110s:1) .s:ancX:ird s,e-.,'e. :) . 2 2 c . Mo,:tml_ffl 3 :, mill1mo1e.s1cer1ti1'1ie!er o 2 5 degrees ::;entigrcde os oe1er--n1nec ov me sotura1Icn extraction rne1r-:oo. Orgonic Soil Conoltioner wim r-'erti ize: Use Gro-Power-Plus os rnanu·oc1Jred by Soumern CalifOrnia Organic Fertilizer Co. (213) 245·6849 Cornrnercial Fertilizer, Use corimercio1 fer1ilizer . vnitorm in oomposi1ior., rree rIowinQ, Conforming to sta:e and federal lows . rnd suitable tor opplica1ion witr E>QI.Jipment Oe.signed 10'" 1hot purpose. · 2 -I 2 -I 2 u111ess otherwise indicted . WMre indicc::11€1d, use .A9ritorm Plont i_ob.s . 20-1 0-5 prescribed in manufacturers writte'l spec1f1cat1cn. PIari1 Ma:Brial· 2 gram 1ablets at rate Use p1ant3 of 1he variety one s.ze □s indiccted on ihe '.Jrowinga. Tag ol"!EI each ot each bundle or lot with the plont nane in occordoncB with the recommendation8 of the A"rte,icnn AsscciLJlion ol Nurssryr-nen 3. Use plants tho1 have a habit ::it growth t:tot is normol to The specie$, ore sO-Jnd, 1ealthy . vigorous and free from irv,ec1 pesls . pl(T11 diseases , .sun scalds. Ire.sh abrasions of the bark excessive obra.sioM or ether obectio:-ia· dis1igur~rn,-,;.n·s. TrQQ 1rvnKs t0 Ce sturdy ond wall hordenod ell, d U1;e plonts whch ho·1e norr:'o:lv well developed branch svsterns and vigorous one 'INous roor svs·ems wt~Icri a'9 'lo! roo! or potbovnd p3rioc N 0 p 0, r. V l ree Stokes= 0 b. I O fs@l lc!ng tor I 2 teet 101-.g lor 2 . Steel Pipe Stakes• ~ 90110n 010 I 5 go.Ion 2 4 :iox one Ior;:,er . o 2" iJ-3/8" 0.D.) Sch,;;,dule 40 golvaniz.erJ sl&GI pp8. ti. I Q'-6 · lon-J With COP. Pein· tlot black. 3 . Tree Ties, 0. b, Single stoke= Double stc~8 C1nO'-Ti0 as mar,ufcctvrec 1:>v V, I. T, Csy11pon•1. I w,sr -6roce Os mon_;facturecJ t"!y 1./ • I . l c,:,1r1r.x1riv V:ne 1 ies• Clear plastic disc with eye.cl ro receive green plcist1c COVE!ie(J vine t;es , dsc to surtoce with opprovsd odht<sive ~ero1c,des· Securs Pre-emergent and/or contact herbicides to tie provided and appliGC only os p@." the recomm.;;irdotions or o licensed p~s1 cor,trol -::>gent . 2 3 Gravel Sumps 3/ 4 · tu 1---lydr:Ju·ic F"iber• Pertil1zer: I· ~Jrornete1 Sh()rO Ut.1Shed rock grov,;:;,I. Si;:;1;,iding Mo!9r1\1ls Csllulos~ 1I".JE.Jr . Conwed ~ydro Mu·ch or 8-3 2 plus 3i re or Gro-Pow~r-PIU-S. Organic Soil Stobil(.1'1t1 t:cotogy C00r101s M-Binder . $011 Frepcrotio,1 MixI For all turf ond ground cover arsas (excluding slopes over 2 Mixtu-e per I 000 S . ;:: , , 3, I ) . o $ ci .. b,c yords n,trug~n stabilized orc;cn1c umencrneri1 . b, I 5 r.:ovnds I 2 -2 -I 2 oommercic1 · le~t1I,1sr c . 2 00 pounrJs agricu,tural Q/P.SlJm . 80Ckl1II 5011 /\Al)-:' Topsoil' (L-5€'1 import topsoil when required :)y soi!s rSp:)rtJ 6 parts by volurne . 2 Organic cmendmen11 4 pons Oy VOIL;rr'\e . 3 . Agritorm tertilizer iab:ers· 0 b C c. ~:.,reporo1ion· eaci--I S gallon plant encr :> goIIon p,ar.t each I gallon P·Or-1 rr ees I tablet oer 4 tobefs, 3 tot:;,1ers I tobl~"I I 12" "•.1r"tk (:(jl1per , I Verily mo1 rInciI gr·oaes ha'1e Qeen estQI:) 1stied 1:,rIoi to beg1nn1ng plori11"'q ooerot1ons. 2 Do not work soil when mo.s tur e ~on:en1 $ so ,:ireor mer excessI·ve c0mpoct1o'"t will occu r\Cr when ii is so Ory t'lot du5t \Nill form in th1;,i cir or that clods wil f'\Ot brea-<: reaOilv . Apply woter as req1..;1red to pr(W1de 1deo1 moist11s tor tilling ond 1or plon:ing. 3. Remov1,a1_ Ord (.::11.spose :.::,t oil weeds and buriec cebr1s tound 1..,p0n ar1y excavation to O'W conve0•IAn! l@gal dump or 011.Srte Iocotio1 ut no 1:.1x;;:,ens9 to the Owner 4, Make all soil or12,:-is sn,ooth ond even with fir~1,;;-r;;rn···1es 1-below the sur1~)ce 01 walks , ooverj ar-:;oi:; Gna cur[)$ ona SlIQn:1y 1\Vi.S t""'on flush w,t, <:;Ot-::;r, basIns, manf··.Jles. cier:r,c:u·s, vOl\"8 boxes Orie r,:rr 1 :Jr 18a·u-es '). 6 CuIt1vote 011 area.; tc N:l oiorrted le-.:ce::.1 sloo0,~ qrr-ic1te1 ot ot li;;iost 6" $0 !fl(:! •r1e SO•I IS IOCse (Jf"\d ·1,ot: .. ,., j I ) to o 'he toe 2" culliycted areas, rAmove 011 51ones, 10015 ur,ct o:1-•,0r de-1eter,0~1s m,gl~! be o ·11r1dronce to plmtng ond rrio1ntenon1~e P-or Jlon11ng ::ireus. u"'1torm1y mooc:cost and thorouwt1ly 1ncorporat.:i to o deph C1 4 · .5Qil arra-r-O,ients by T€'ons 01 ro10:11I6r or a(;(".;$0-et.1 eQL.J:)I d&rJth ot so.I Planting; Do not commence plan'ing un1il oll constr0c11::>n work , gra(1 ng , soI1 mprove:nents and irrigc;1io~ Si.Stems 1nstc1,otion r.av~ hP-?n compIerea 2 V\Jh9n plant rnote"-OI ,1; s00ced ,n rows verify tr',;i 10101 cIrr,er.s1on or1rJ .-;~)<:Jee plar;ts eauallv w 1h•n i....,e de-51g'loted o-ea WherEJ CJ ont m-:::iter·1cl •s sr,uwn :~1 o ronOOl"'"l potrern. space th<:> -noterI01 os show0 ,,, ir1e DrawnGs aria as directed by the Laridsc:ape Arcn1rec1 Space grcurij cov~r i::;10nt ri,:; cs nc18oteJ In a rondom pottern 01d not Ir"l :,.t1Qigh! rows. 3 Excovote plont pits os 1nd,ccted '.)n Drawings . 4 Provide g·ovel 1111ea aug91" drilled d•ainarle $t,.mps T()( 011 ·roo pI1s as indicated on th(,:! OrawinQs See plO"l details fO( n"'rnbeir and size . 5 Set ;:ilor"'lts in p10111 p ts so that they becr the some re1a·1on to so1I l8ve1 when p1cn100 cs mey 010 wher, In conto1r,er . Center pla1t •n pit. 6 Bockl1II plant pit with spg~1t1ed ml)'. 8ocld1II :)ii w1tt1 soil rri.:: 10 no1f ITS e. 00P1h and water thoroIighl1, 8oc:kr111 remoinde1 :i1 ::)it with so11 rr1:.: Firm down, elim.noting O'I 0Ir pockets , D:i l"'Ot POCK . i==crm o s~•aI1ow basin oround lhe 01on1 to F\(1lc enough water to sc1·uro:e the ioot bull mid bnr:klI'I v\loter p:arts ,n ,rnmeQ,otely oner p1or.11n;;i . F II all plont'=,lrs with OOGk"III SOIi mI-.: 10 Wllr'in 2" of 1()0. IrnrnedioteIv oiler p1001ing operc11or1.s ore ccmplete. 011 oeds or,d 011s sh1JII be dressed .so as to och@vQ o n1:1ot O'lO presentable oppea·anc8. Y. z ~:\101 10 sow1r1y s~3ed, rT'.a..::e th~ s0rfoce or tht area to be ,Stile..:Jeq r,:11t1der1t y loose ond trrci)le to receive th:, scy.;,d . 2 Sow seed evenly E-:ercisc:1 ccrA to keep tr-e seed -"-('l1dur8 unifor,,, (Jv::.1id1ng un~v~n d1stribul10r' , Aoply at rate ::is specitied on 1he Or0Vv1r,gs. 3 , Follcwl'g thg s,owlng or seeci ood appI,cct1Dn or mulcc , QOPlv wote, ,, o 111onr'r~r which k;;;i8p,-, oreo~ m:J1.st , but not glis:Gning w9t , lln1II :-,me 1::,-ne t1no1 1nsoectior1 , ,1 '/v'here depr·e~~Ions t)cve c1o;;-v.,:1lop,,;;;,j , L.P to ii-1isr, grode. Regeo9d 11lled li,I wi1r occepred rneos ~ II cny see-jecf oreos Q1e µor·led prior to me 0Icn•1ng ot Hei::1-_~ crcj o:h;::lr c=intair,Gr mo·er10I, the Cor··,1(0Ctor st1alI be respon,~10Ie 101 onv donag~ to ·h[c :,(<e."1000 oreo C:UJ.sed bv his opero·,or,s C:fl(; Sholl •epo,r :::mv dornag0 at his o;,i~r~•r,.+e. Prun,nq PrL.Jne pI0,--,1.s on-y ot o time '.)' planting ono occordIng r::, s10,~dcrd horticJ1turoI proc11ce to pr@servq the no·urol cr-0·001er or tl"ie pion·. Pr1)1,ng :c b:J done under super"isio11 or the Landscop~ Archi'ect k\:im::,,Je c:!eo::! wood, suckers arid brc~en or 000Iy bruised br:.::inche.:; , Trees wh:cr. hc:iv€• riomoqed or crooked leaders , unl8S$ spcjcil ~d, shall be r€1ected, Use :yi"y c 0011 , ·· s.1arp tools point cuts cvgr 3/ 11 • diorne1er . -::ovsr1I·,g exposed areas w,th 1'E18 O(< ni D2t.99 2. The plor1t e$l□bilshrnent period sholl be tor o rn1r,i"T11,1m :;:ieriod ol :\C) colgndar c:;ays -::mo s~oI1 be completed b8iorc;i the l-ondscop€ Aro-1,te(:t wII reccrr11T1®rid ac::,;iptonce oi ·he Co~1.struct1on Controc· ~v the Ow,1er Pl,:-;nt establishment 0e11od ,..1111 b.,:i ex,endej oeycnd ·he s0ec1'1eJ :'..lf:1:•(,d when plonlings have "'ot re:::iched estobl.shment 11 ccccrdonce wi'.h tht'o Specitioot,ons. Ar-y dec1s ons r,:1oarcIng adoo\)ocv of plo'lt er.;ld.)i1s··irr,0.-1t sholl be dets,rm,ned by ·he londsc::JP@ architgc:; · '.) Prior ·o cornp:et1cn o1 th.:> e.~tor.,11:3hme'lt pe-od. gourd covers .-,.,c: turi grosses shell co-1sist 01 a uriiform --:::0ver ,1,1riere o mInImum o~ 8C) ~i,:Jrcen1 ot the seed gerrninat1011 p~rcenrcige cenir1ed by me seec sup~I,9, he,:, germ1noted ond r..1res&rits c heclthy vigorctJS c:0101 or,d sr\a:: .;;;i:._hib,1 ,~~uwth to o m1r,ic"tum or one 1r-.cri 1---t1e1ght . 4 Grc:x1na covers i:_:-1or1t8d Iron-, 'late: Ol"'d roo·ed cvtt1r'IQS ShCli r,ot e>r:h1bit Oie-bock ot the cornplelior• of t1e estoblish1"\Bnt per1oa, 5 6 Tr"ees OM .shrubs a~ ccmplla'Jtion of the es·ab l&hment ::ieriod shall -ot show die~back. Any seaded oreo wh,cn hes not develop@d acc9ptr.;;:t;;,ly in me judgment of lhe LaMsccpe /,.:chltect $hOII be reseeded by the Contrcctor No cor,oenso:ion sholl oe mode 1or reseeding ori9os where seed tx:is nor gerrrnno18d and grcwn. 7 Sh·lbs and trees which O'S deoct :)r show ev1d.;:n:;:e cf c,e ·-::ioei-, $h-~1II be 1epIoced by mo Contractor wi'h new, vIgor01JS, 0'1d heo,1h/ P1Gn·s. E. Ma:n·encnce I . rhe C0'"1troctucl rnuiritenonc:e p@riod sholl extend 1or ;10 colendor cjcys frorn the date c1 cccepton,=e of ·h.;1 Co'lstruction Con1rac· ov the Owner. 2. pe:Iod !he pro:ec• will be mode The Controctor sr,011 coMuc 1 ~•,;s ci --non"'er os 10 minimze :::\,1ring rhe spe-::1r1ed mo1Menor.8e '.JVOilct:Jle tor 1he Cwr1er's Lse , mointen(llce operotio"s n such in,:;;orwe:1ience to ·he Owr.er . 3 :1 s tne ,nte,-,t oi ·his secl1on 19 pro'.;ide o 1eveI ot rnoIntenunc.e thot w,I1 present o 01e::.is1r,<,,1 (Jnd dea1rable oooe::irOl"'ce ot cII 1,,"0.r~s . 0, b, C. d. e, I, g, h. Mov, 011 1urf 01eos wee~lv, •Y ~" "eeded to rr•ontc,:1 1t1,_) ·10Iqht ClS S08(.1"1t7'.;1. The border:, $r'(JII be n0ativ edged, Trim ~urf cr'.)und !;prinkler heods os needed to rn,:mrn1;:e woior ccvsrag€. RerT'ov·e 011 c.ut'.1ngs. Mow 1ur1 to t-e 10II0...v,ng min.mum height$• I 1 · :;,; 4 • <Ociooer mrougn .Vay) 2 :2-I /4' ,'.June through Seotembe') lmqote turt o:s f1ecessory to moin1oin P"Qpgr gr0wth rofe (lnd 0pt1mun oopeor;)nCA . /'V1Q1n·o1n 1ur' oreos ,,... c weed-free ,:.::ond1t10"1. Ao;,-::,1..,, a prg-emerg09-,t c;:rciogross c:Jnt·oI :o (]II ·u·! or~as between F-et;ruorv 1 5 onj Ap· I I S before so, e~crn=ids tl S tl 9 ~Jegrees f"-. .-.,1101e cne•"."ICol contr'ol cl t::·rO~dl0af w.;;,iejs os re::)t;red to nor'ltc,n a wee~i··t'ee ·ll' c:)nC11t1cn Adiust water lJpo1ic..ot,on to compen.,;ote for changes chor··ges 11~ !he weather . Contractor will be respon~101e tor c1omoges occurring due to wndQrworerirxJ or O ✓erwote1,ng Al' replacem~nt,s sholl oe mooe with or1g1na1 ·voe moteriol or olt@rno'ives opprcved by l,Or"'dscope Arc1:itsct. R0po1r or replac.:irre":t c-1 eQl11oment dcmoged as a result of me Conrrocror"s 0egI1gence .shOII oe rei:---ortec promp!ly t::i n--.e ◊vV''@· All sv.stem.s shcl be operot10na1Iy checked by the Controc:tor c r'n.nImum of once o week lrrigol,o~ sholl b@ ::;icc:ynplishec between IO p m, ond 6 o. m. IrrigotIon schgdt.Jli;,ic ot ether ·1rres srioII oo St)C1ec1 ·o op;:iro\'OI o·y trie ~andscope:;-Arcr,11sc1 . \l'J. Stoking ot Trees= 2 X, 2 Sw,(lle stake= a. b C $1ok:e trees dP.s1gnoted to be stoked . m oer windward side to tree. Set frees ,r, pl~t 011 . roo1 boll , bOCk!rt! [)1! dr"1ve o:,e ·ree slrJKE? with prepared soI1 mt~ . deta,:. 30" 1Q I'/ 1i-. sto>::e o.·1 S0c1Jre tr;)EJ c $1;"")~8 w,!F1 two "Cinch T1r➔s" r,er mnr.uk1ctt11"f•r$ r .:•co«me<ido t ,01.5 to o. Set lr"ees 1r1 c,I,_ir11 pit. drive one 10:j9enoIe 1,~e src~e io '1rtr &O,I r,ett to Th,;:i rcor boll ()n eoch side ona bO(:k',II j."';Lt will ()(60\.'11"00 SOIi r-11~, b, Secure tree tQ stoi<BS wrth -1 w1s' -Sroce· per manufactursr·s recom'"fter,dct,.::,r, Allow all plcr,t ma1eriols ;,pecrlied os 110· stock on plun•ing plans IQ remain 1n me !1ars or loners I_;n111 lime for trom;plontIng . '· rov1dB suffici8rit moisture to flot so,1 so thot Sr"·' OOei not fcl apart when r,cmsplont n,;; cior.t fro1n the 1:01 plant each olO'"tl -,v,th 11i p,ooort1or't0te ornount 0 1 :I\;t ,~::::,II ,n o mc,-,n,;,, lhui w1:1 1ns1..re c mirir-nurn dI;.t1..1rbrnv:::..i re me roo1 sy.s1err. "'"op6e55 O!I rootc:;d cLlt1ngs plor,ted areos w,1r, 1111_I, .. f, l /2" thrck ENGINEER'S SIGNATURE REOJ RED ON PAGE I ONLY APPROVED ENGINEERI\JC PLANCHECKER DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRf:CISE LOCATION OF PLA,.NTING AREAS. TITLl Dft.TE REVIEWED BY: INSPECTOR DATE r---~c•-~--t----+-------------- _, ____ ·-·----,----+---------- ----------------+----~----1------+---~···- i --·-----------+------<----+-----+·· .. --•--~--- 1 fsHmll ~C_' _IT_Y_0_F_C_1\_R_I_"s_B_A_D_ ~S-f·3l~~'Di:T::,_s l.,.,._~!_J -p _ANNING DEPA'I-MENT ,..,-> ~·---+-----+------------~ .. ·-···-·· .. ~--------------+-----+-----+-----,--~,---·~ ----+----+-------·------·-----------+----+----+---+----l LANDSCAPE SPECIFICATIONS LAURc:L TREE AP ARTME'-JTS IVY-LANDSCAPE ARCHITECTS-INC. t-------r--~·---+---------------""" -·· ····----------+-----+-----+-----+------< : ~ s::-P:::-1R::-s 0 ::-1 :cc:-:c:::-.., ~"=~~:,.,~._,,(~l',~41 N~G:c-~-:cDc:-1 R::-E::-Cc-:Tc-:Occ'<:-----~ 1/--/ 6-~~J 757 Wesl Ivy Slreet San Diego, California (619) 235-5360 92101 DATE INI Tl Al ENGINEER Of WORK . -·~·-··------· ·----···-------+----+-----+--- DATE Nl'rlAt DAT[ INITIAL REVISION DEc;CRIP Tl Cr✓ OTHER APPRO'/Ac Cl TY APPROVAL OWN 6Y CH~D BY RVWD BY DY{M D.WM, PROJECT NO, SOP 95-01 --r----~ --~--~~-~~ DRXVVING NO. 368-IL FOR COf\STRUCTION 9-21-98 5 b, J, e h Veo,:;tation , either now er r,revioL...slv e;-;istinQ shall be pr -.Jned or ·rimmed tc prevent ovefhongng s1dewcilks ot ot ieost seven fee· 1n height or ,y roodwoys 01 less than fourteen feet 1r heigh· , All operotior15 stK1 I t.1e cor1duct&c so as 'C prcvid8 10,:1mum .sotetv to tie public , L eove,s poper , weeds ond crw otrier debr•i::; $MIi bet re,moved trom 1onoscope•J oreos Jno cMpo::;ea or oft ·c;ite bv tre Cont, ::ictor Con1rcc101 w11I cIecr1 .s1d&wOlks , roocwoys , on-:..1 mi,.: omer oreos orrec:reo ov n1s mc1rrenonce operor1ons, f'Jo~1 11co·,o-·1 01 Ur)8r(Jl1(.)r'\$ Sh(JII ~,r ,0· to i:,;och ., .. (l9C ,01 Ty Tvoe·· oll "spec1011y tvr::,e· montenanc~ b& gver\ 10 !l""te Ovvr·er 45 t·ours c;I h.,i opers.t,ons t.v the :::::o~troG·or mci">Tenonce ooero11or,o ure cie111,eu os er t,l,u:it,c,n pro '! uer1l1col10c, ,,!r T rur,g,c oe , ,·,c1oc.9n·,en1$ e•rnccrgr9r,t cppl,c,·;t..:,n,; Qi hA·::,,c1c:Je<, , lurl dftlhoc..:t1"(J" prt:lver·.t1ve oppl1cnt1;-)n ,:.Jr(J OM1JO' 1v0e oeoa,ng o on1 V,1,,,~r1t:vor herb1cr,Jt,:: :y0 used Contro,~lor s~all ("Jl:x-ilv ···er" vv''t'ir-cm c,.Jr:Onts oro s1111. to r,",;::,·,10'1t oes·,c (j<::t 1r,lt c_:,r,to ::-110,nt,ng or1x;:,~3r:v on,:i ror, torgeted ,;1ont1n9 -:.ir\J 10 Or"eve"1 on·v t.:::,x c exco.sufe to oe•scns v'1r·,BH\Br or not 1he1•1 orH 1r. or on the C"!'Ooertv (.'.or11rc.JC,TY snc1 :~c,rnr,,1e onn 11o·n101r, ·As 8u11r Drow:~{JS 1:,' c)I! wcr~ 1ri:-::1l10tr1g ,11,901.on svstems one nclJd•nr,,1 uc.r~: . .r1.ite 1,:.ico11cr\:; (_;r··d ser:ol 11urrters c::,1 oil rnOjO; ·,(,~~,!· -:inenrs. t-r:,on-{·.,1,:::,te :=,e· ot -;..\:;;-8u11ts-dr•:::1wr, 1· r,, ··ri o '8:)roouc,t18 m.;..,a,urn sr,a11 rie 091,\;ere:J .-.·, L:Jn<:Js:;cp(:< /\rcr\,tc,c: ~_:,orc.,ro ccce1p1o~co of th,·. :1r,·)1':'CI ·t.:..-:, F:J1J1lt:;; 511(11 l)f;:l C011·1r)'E;>!!:, (ylrj ,,1 ,, •.~ t,.:, H,t::' YJ'1-01,.1c1,or, or the _or1dscope L:..rchirc•:ci ["'l,;,r,,_-, ti;~; con:rnct p,::,r,od lor cor,,~·r1,J('.·,07 01,d n,,.,,n:\.;,ncnc8, t:-,e Controc·or s--io11 coy t'">e cost 01 ,:,11 -A'c!,,::.,r \"]n<"J ~l••·=•iic.1y Q,;;iqu1r9d pArm1·., for wo1er o'.inrJ e1Bctric1ty sho11 be he d 111 the r-r:::ime ot the C c,n1roc10" dLJr,~g me c;.:,r,sm;c1ion ono mo1r,1enonce GE>r"rOcJ, Al ccmcl➔t!on :)I Hie mo1r-r'en,.)nCe 0er1od, \.:•,1,rv D•Hings sno11 ce 1rcnslereo 10 rrie nome (:J' me (),Nner ona onv prooor11on::.,1e monm1v 1...!1t11y t,1111r-rgs sric1 ::ie oro-rc1et1 DJ::;ed on me1er reoci1nos A. M1nir,um Moteriol ReqL·ir.,iment~• 3 A Cement ASTM C-I 50-7 3a. Olli Type v 1i s1.,.1to1e :::ionrenr Typo,; II 1f ·1ow alk:ili" Of so11 greorer mon O :2 500 psi ct 2 B dcivs, Grod~ 40, '30 aiome1er low :,ydrogen roos . t~;J\__;r~:Y)IJle-AS TV C · 3 3 'er •:-t~·,..51gn mr'li . teated . 2 i IOPS I · I 12 · lrom top or•d tx:,tt,:,m ot s OOs A. k''equ1re,•1(~n·s Of Q,s~JLJl(Jl(:,ry /:i.,~;enc1es A I we,r, orxJ mo1e"101.; sno11 t.:ie 11-, ruins onc1r0glJl01ior,,s 01 soiot·y 0roor,s ot D,v sior or lnJusm01 Sorely one-; 011 nt--ier or.:,pl1coble lo·.ivs enc re91Jlot1ons of 1he 90,1ern1r"1g 1ur1::,J1c t1on , 8, bppl,~cb;,;; ~~tur>:1crds= 2 Anv r£.fore,c0 to 1ha ·-stondord r·,o:1uc...::ls c:J10:: mear1 th:::, curront o· 1o·est editions. ~;1011,..1ur,j :.;pee 11::.;c:1101,s CC)r,~; '.i\lC t1()n G .C,-ST,V. ,:\rr@riccr, Societ·,, of b. ACI American Concrete lnsl1tute. Concrete Proctice T es11n9 one fvloter101s . Mon.Joi or C . ln,-.pection of Site; Exom111e reioted work and .suicce.s btlore star'linQ: work 1n 1h1s Section. Secron Report 10 Q1,,v·ner , vemo11v s,1e me c::ina1r1ons whiCl"i will prevanr me orcpe,· p~ov1&1cns Of 1ri1s work E3eg1nn1r1g !t\e work 1•·, th,.s sect,or. w1thowt report1rg vnsv table cond1·1ors to tl"ie Owner cc,nst,tutes occept:inc,;;:, 81 51te cord 11:Jn.s by the ::ontroctor t.¾r,y r,3qu1red rernovol •gpa1r c.>r re::>locgment of lh1j work cou~ecJ bv 1r,su.lC."li".)@ cond1t1ons st1u11 t.,e aerie ::r rio oddit1:ina ccs1 to ThA owngr C Pc0lecl,on QI ~,,,1,ng Condi on,, 2 2 Cl 2 Con:''.Jctor shci:I acquaint r1rnsc;:,1' w11r oll ueo),.•,or{; to orc1ect e~1st1r-rg site O:)n:J1tl:}nS. Snoulc dO""Tl(lf)e be incur 8c , Tti1s c:.0·11~0::..:·ur c-r1oil repo,r dumage to its c:::iuDI 1 cr.,iucrront o: h,.s c:,wn e,,:p0r.se. or ginol c:0n(:1t on or t,1rn1:;h ono 1ns1J11 'O t~e 3c11slo-:::·10" o: me owr,er r.:::o,:,,c1no1e ond CO')fJer:J·e with ether con1roctors to enut.11e 11,e wor!-: to ;~rC,C€\8C C].S rap,c.lly ord OS .;:ilt1c,.;;,ntly (l~ OOSS1ble Cu()rdnotQ w:1r1 (;.:;.n,vro1 Cori·rcctors 11ems of other trc,J,;:-;,c, to r:,"' fl/'li$r,ec.J ond sel 1n OIOCe, :.JuCI~ port1Cn5 01 er'bf::ldded bu1ll-1r, or tochl;?d 1,rne ·no· ,t,ny ,:;:utt,ng or oot:::;r,,n,;i mode shol I b~) C(){18 Ct hA le, :;uppc,r•,~o bv 1··0 work shall b-:, e>:ecured t"!\I them 1n ompl~ prog,·es.s ot the v,,crk necor.~,orv :o cornt:11\' C,:"Jnt·,:K!Dr"s ':Ot;Jensr::o. delovec Vvr,urev·c)r '.l\e tern~, ih'3Y mf~1Jn opp·o·✓a 'om_vo-ve :::ipp•c,·1cJI' ,:JI t~)e Cvvn5r /Ov-m8r·.s O' ooorcvec: :).-e u~e,j 1n r1,;:,pr1,!1.~1imtcit Viii v'=irtxJ ly , 'l1e Sµec1!1cu11ert.s . o 11, w~1-1ng. bd l,;;,0:',1 IO days c:,f-i:;;r ov-mrd ol contract Cont"•.JC.IOr" Sholl S\JOIII t tor .sur-:1=>i<:1s enc/er rn:.-inL.1acturg.-'s latest r:citolog c;:uts onQ scecil1c:ot,or"1S ot the tol owi7g prior t0 b8grming work to-como e~s,ng wo·',., (I) 2' X 2· X 2' Saf'lple for each Co or somoiee tor exoor,s10·) 101nt con-pos1t101~ , All subr"n1tto1 doto Shel: ::::ie 10rwurded w1m1n I 5 Cloys QT me OWOr"d OT 1rie by the Cwner 1r' a single Cori!ract , pockog@ tc fhg Owner unless otherwise opproved Subat1tut,ons Section :'notG<riol u.sed as slCJndcrds, this r:-,ethods without the the nomes 01d prodv-:::·s specilied in th1~ implies r.o ri9nt aoprov 01 by t 1e :c, subs11tJte other Owne(. r1,;t:::,ll,:J'.10~ 01 ar1y ,·esJ-:Jri.S•brl,ty :·.lJt)·1tut10,"l mL..S' '.JPP-~r✓ao An-,, ch,::inges be ~ocJe t-:> Sl;bstitl.ltions 1s Co7troc0,y\ recu1red fo-1n:,1u11at:u1 ()f onv the sot1stoct1::in c1 1'1<· ,. /,ur:tx ·Nrlh:)u: OcJ(J1 1,or1,:JI cusr tQ 1t·,0 Owr,er '~r, ·,ng our,ng rr,9 C01.Jfse ct ie:,t wrl! be JC•d tor by n·,e ~ests Q!lrl sro11 tie respors,ble ·or 1r, s,Jff1c«:.'n1 11rr·e ·o :,llow tor.-:1ng of Te,<;t1ng LCh:)·r·;'<"v,, t<"~ !oke .somple5 for Of cons,aereo "·((.c,;sorv, Cos1 01 .s,.;c~1 Cont,JC10r ;;!\.:;!, ,,o:..lc8rate 1n mq~·,ng l'Qti'·✓1ng me 1je.~:rJ:-11:i1 :•c ,oboroto'v sompl!,iS QI ,,r~.r;, CT , .. ,,..)\J' f,r,c,u1.:.1 TRI): sr,c,., 1ro, co~:crere ,:i11 suo, c::)nueie •10r"T""r rhe .s,·e ,.s oeiow s0eor1ed s1rf::·'\;,1:i, Cor,ic(.Jcto< 9XJII rerr·,()\'C r-u11 c◊5Ts Of rer-,c,\,·,:~' n~ re1e-::1ed concGte K. 2 4 6 V\/arronl"y' In addition te; monL,-ta,:;ture:'s 9woror,tees or worron:ies , ::A1.s ysar fr()m tr·e date of Final l\c::ceptonce ogoir,st OIi work ShOI :ie W')UQrYeed detects 1n moter ols aid !Or wO!'kfnGnship by CoritroctOr of the orem1ses reS\Jl"ing of the Owner , V\lorro,7ty sholl also covEr r~po1r or domq:;ie to ony port •rem defects 1n mote' ols ond workmooship to the 1i□ti1i!udi0n IV1ats;irials= Por;lond ce-:-ient . oggregcles ,.Jnd ,·einforcement.s= E~ce:::it Os rnodit1ad herein, :=:oritrodor shCJI :;on'orm to all opplic:oblg r8qw1rements o' the 51WdOrd 5PGCi'icotior,s. a. :=irn 'lord cament, Contocrn -c 45-·M C 1 50, Tvpe II ·1ow olkc,li tested", typ1co1, Tvoe \I 11 ::.ulc:hote contenr ot soil 'ess lt"1C11 Ci . 2 '! b. Cua.·sg agqrngc,:19, Aggrego!e !Or regular we1,;;n1 washed , gradc;:,d clecned ~onfurm1r1g t,:) AS YM C 3 3 ,:;cncrete sh,:::ill be hard . durable , roc:k or uncoated, grove1 C d. 2 I h~ fll(;Xff1l_lm $12€ 'J99'9Q(Jle (II lowed Sl",(111 1"101 be ,01c;_j(➔• Df th9 norrDwes· dmen.51cn b9twe,s,n sides or lor··'"lG '.)' lhun or1e· :11tr1 the member 10! wl11ct1 the ,_;uncrete rs ·c be used, nu lorgor rrn-,rnJrT1 cli;,,o-sprn::1ns; bEttween re1l'forc:rng bors 1··0·1 lrY0~ q1.JOr t.;,rs ,..=:o.'.Jrse oggregote tor st\al' not o;:,)(CE!ec· 3/ .:1 ,net-, Cle(Jr, r11J( rj un1j s:mounts ot s,·1 A":)Hvi C32 Percent 9 L) 4S I ~) 03 r~ossin8 oc 70 30 cs 1Ju1 cbl6 sond v,;itt·, IO(Jrn ' Cl·:)y or uncoo:erJ grains ether deleter101.1.s Srze 4 I 6 100 fr(•le 'rem 1n1ur .ous Cor'1urr, Rginlor(:ements• o··ooe11es or Prvv oe cert111ed re1nfC)r C1cig :)CJ(.s :11111 test reports ot the ct1err11ca1 one phvsicol .:::ind welded wire fabric, 10 I Reinforcing bors• Deformed ::,illet·stee1 bors contor.1,ing to ASTM A6 I 5, Grcde 40 or Grode 60, tree trom rust, scale, or cootir,g thot will reduce bond. 2 V'.elded wire fobr1cr Conr:::irm to ASTM A I 8t:., Togs desigrot;f"IQ w1r9 s,zg and spacing sho I be 1::1 6 ~ J:J 6 / 6 )( 6 Water; Owner shOII provide cieon. potob.e, concrete rn.xillQ v-,r:iter tree rron1 i11juious d~let9rio..1s matter . ornoun's ot soits , oils, acids , alakaiis . organic rnatericls or o·h91 Dowels: Plain Dille·-stee, bars con'orm1ng to A~.3TM A6 I 5 Color 1ng agents= As :nanutacturoo by L . ,V, . Scol1Qld , or oppro·v8ti ec1uo1 . Color os spec1;1ed on 01cwing.s , Expons1on jo.nt.sc 0 b. Prerr•olde<J joir1I filler= r,on eid:1...ding and resilien1 :1110• (Di:u:---,ifla.-.,u.~ type) cs,n1orm1r19 10 ,:'.l..S TM O I 7 5 I Jo•nt s90,r;:r,t; Sonoostic Seoiont lwo-~~ort morr1;tc:c:1..,recl by $cir"1r1eborr,-Cor1tech, Building Produc1 Dr,11s1on , Con11!:lci"' " l:ic or opprcvE;Jd eq_,.iol Bond :::ir1-3oker tope to be os recommendetj by seo·m1 ""10'"1l/Och:re Color '.;l)•:)11 motcr concrete , F:>recost concre1e, o . F-1rec06! concrete .shell be usec wt,ere irdcatoc cir, the Drawings and b c, r,-o,□y ::i0 used 121.sewr.e,e with opDrcvol vt Lc:n~J.5cope Architect. Preccst consriats rnust ~quol or exceed the Spec;:1/icclions tor Gonerete os stated here,n . Precast corcrate L.Jflll.S oho! be fot:,r,i;cJt8J be o reputoble i'IOnufcctLJre who shall svbm1t concli.,Sis'e e,,ioenu~ u! ~uc~Us5ful corn::JIGlion 0/ t;imilor wor~.. ond vr10 hos the skill. croitsnvJn::l1ip u:1d eq·Jiprperit 10 ru11•1 comp1v w1!h me 01aw1ngs or,d Spec:f,cot1ons $ubrnir shcp 0rawi~,gs for scmples as spec1 11ed 10.- 011 vecost concre1e coricete t)e·a1n . All piece.st concreie items 'ha' abui or are ad acer1t concrete 1n color (.'Ind tes:ture ofter :he CL;ring pOriod omple tirne for coordi1aticn 01 work . submssion c;ino concret~ work s obtt:Jined . Chipped , or d•:Jm•'.J9ed 1o cast -in-place concrete shall match me cost ·in-ploce unless otnerwise noted. T~e Controctcr shall ollow o:mrovol ot somp1es so mor su 1ro!e ur,1101m11v 01 precost v1its will not be oc::;eptec..1 . L. Exec._Jtion= 3 4 Concrn1e mixes' o. b. C. PropQ(tbririg onCI m,:,::ing 01 cement shell be 1n occordance wit'"", the Cement Assoc1ot1cn·s Design ond oggregote. od-:•1i.:ture and waler to ott::::1in ACI Manu:::il of Concrete Practice and the Co,-,,trol ot Ccncrete Mr)lturea, r~q(.11r~d Porttand plO",ti;:;ity and pength Concrete mixtues shall biiJ d9signQd by on opprovgd (:or-im,erciol testing loborotory 01 00 BKpense 10 the Owner Use OPf)(Oved mater1a1s !urnished by the Controcto" to obta,n a m1nrnum compressive strength or 2 500 p , a. , i , ot 2 8 dOvs or oge , i::?eody-mix concrela .sh:::ill b@ frO:"'n o r~cogni;o:Bc comm9rciol reodv-mix plont, confo.·ming to ASTM C9 5 All concrete wurk .,;hall be -rue to line and groce o~ in,.--Jicoted en the Drawings. Controc·or shall be respo'1sible for proPe! droirage on oil concrete povir-.g surioces. A"-Y d·screponoies or om1S$10ns on Drcw1rigs and cond1t1ons on the site w0:1ch would preven1 proper drainaga sho!I :_1~J orough1 to thg ot:ent,on ot the Owner or tne Owner".s Representot1ve either ... ,erball'I, or in wrrtirg, f:)r correction o" rnliei before v:ork proceeds. b. Finished povi1g svrtoces S"OII not vorv more mon I/ 4 1nGh meo:;ured writ") a I 0-toot !'1'1$101 sircightQdge, except ot grode changes. \Jo "b1~d ba!h.s" er other .sur1.-x,;:, 1rr""Q-Jl□rities will bE: permitted Correct 1rreg1Jlorities to tne :satisfaction Of ttie Ow-isr's const~uct1on r@pr0.sgntativg. Subgrade preporot on' $t,JbgrocJe sholl be ;smooth, tr~ie to line ond gr ode ond tested prior to stor· or placing or concre1e, Dornp19r, .subgrado 2 4 -01:r.s bgfcrg plocemEml !or reQJ1red ccrnpact1on :ir1or 1o Reroll , os rpquirec . to smooth. hord even surtoce of 90'!. ~on1pocti0ri. We1 lorrns ·c tii;;it1ten c~ocks Conlcrm tcJ oll racom~nEndot1ons of the Soils Engineers repm·, it ovoiloble, ma 'C r1e Spec1Tico11ons \1',1.Jf.:1r t.·,1:mwork, Forrnwork• 0. b. C o. Q, Faf°T"s shol o~ r,ortar tight Wnvy sur1oces c::onstrlJC;tec occ1..,ro1e1y 10 braced enc tied so as ard bulged walls a slob ct1mens1c,r"1S, 011irn~1 OM lr'ue ro 11ne and grade , to mc1r·ta1n p,:)~1·10~ an,j shapi;.a during ploc.ing of sur1oces 1£1:iult:··g trorn settlemen· or sr.-1f1no1rii;; c::i' F'or"nS st"'all reirirorcirg O'"ld lormworK .5ilall b9 sl..t)stc.mt1c1 , concrete be rejected F-::,rms Sholl be conslr'uCled ond Ol3semtiled 1n suo1 u r11(Jr\r1(;)1 t~1ct Forms .shall bg thao._Jgnl"y cipronad OtJI be,lore concr1::,t.·~ is po..:red ccr1str1Jcf10n 101rts shell occur ot oppro"ed l.:::,cotrons h:'e'"l"Ove without dC(f'lOQi'lQ C07CrBli.ii. P.ecesses· Pr Dvice al Owner's Repre.sen1011·.1e, · 9quirej recesses and on the Jr;Jw.ngs or os mov be direcied by the Detoli w.:::,rk 1nd1co:ed, or·.~as one! :,::ir•hlorms:= exposed at !Rost Ccre shOII be token oll e~posed concr~h;.i Oc.Jtside c;;omers 1n 011 details er 11nis:h WO".<, -~ro I 1r)rrT\lt~ 5(;,llirig and rei~lorc1n9 rrc;vp sr:-,oom , even svrloces 01 F.~·ceot Nl""Fe tooled c-::imers Or'E! oer,se c.::or,c··e·e w1!h Clc:"on . shore Ecnr,forms m(~)' oe l.sec.i ror 10011:19, \ .. ,..,,,, w•·,,:·ir➔ $Ori E:xcovot1ons sholl be cut neot ·v-11t11 o.c..<1' ·.n., s1;:es 6 incres below t1n1sn grode IS 1trl"f1 ono Sl(l(,1'8 (lr'rj (;(.\r"•Cr(Jl9 WI I nol L:.11 e)(po;;ed :.oncret~r sh01: hove ro"ms be exTena,ng i\ccurocy For-n.-; :,holl ba CO'"etully verified O"ld ch~:ic~(.ld tcr 01ignmer1t (l(ld level as ihe work ::)roceeds . All rieeded od1us1ment.s or odd111ono :-::,1cc1ng shall [1C· Jen~;; promlly Coord1nari07= After lams hov,;3 beqr plac9d ond c1::.,:::ir0vea , Conrroc10r ShOII see mo1 011 oirer !rodes hOve been prcper1y riotified Or"IC ore g1"·en .su"ici{;en· 1irn(:} 10 corrp,ete ,r,s1c11011on ot me1r worK . ~1oc1"1g or re1~1oro1ng steel srx.i:1 ~o,:::eed progressively wi:t1 work of otr1er trcdes rnd Each shall arrange, th9ir schedules so CJS to avo1j dis1urblng or moving wor~ oireod':;' 1nsto11eo tiy one trade to actni1 tr,e work of another, Eacn tr::::1ce sha11 oe 9nt1rey resPOf"\SiOle tor proper 1nstollct1on and securing at tre WOfk durirQ placing ot concre·e . root1rig.s• 8ottO('["ls ol excovc1iom tor per rsqun,1rnerit~ ot the AC! building or lu,_n:!ol or1.s 5holl bs undisturb~d acirth , Do ;,o p10ce concrete on ur.compac ·eo freA 1111, of waler. properly Tire 1n Place• For11s s'"'oll remc1n 1n P•Oce lcnc• enough ·o :Jllow conerete 10 set properly, lri 1:0 casB shall $Upporting 1orrr.s or shoring be removed u1ti1 concrete r1as :•ull c:1ent slrengm to carry its C)wn w3ight ond other loods 0pon it. IVY LANDSCAPE 757 WC?sl ARCH!TECTS-!NC. Ivy Street San Diego, California (619) 215-5160 92101 6 7 8 9 i:;:·e1nlorcGm0n•s a. Accurately orid 58curgly fcs1gn or t,1inpo,"t re1n101cemen·.s to preven-d1splaCQf"T"lQrt bc;itu,;;i or (JL.1r11g ma f)Ol.l' n~. Too1111g bars frcm forms. Sur,port w:re mesh with suitable rne·al cr:iclss b, Cleon, bend. ond piece re1nr0rc(~r:1er·,t 1n <"".Jccorc:)onr,E: wi·h the ACI /Vor,uol of Concr.;it~ Pr□cticg C. ~e,n'orceme,.,ts so·ices• Wo:,ldic,d wire f::,br,c 3 8 bor r:;i.::imeter mrn1murr-, excap •:JS otr•erw1oe ncted t..ncror Ploresilnser·s Cono1J1r De the s:renQih r-01 embed p,orng othef ot s·ruct0re.s ot mox mu.-., tror e,lec. Ir 1ccil 'Jer1fy :,iz-:), conduit ler,gth ,n s·ruclurol ::inci locot1on cor,crete ot eiectric-01 Loc.ote condu1· c :)i"1c:Ju1: l(l rncwta1r1 Co"vey1ng Concrele· a. Deposi• ooncre1e cori11nuc)us1y 1ri ioyers ol SlJCh th1ckne1;s 1h01 ro concr·et~ wi I be placed on corcrete whicr hos hardened suff·c1entl"/ to co•.J.~e '.ormctL::.in cl seams a planes of weOkne.ss w1th1r1 tr.e secton, 11 o ssc;;t1on connot :Je pluced confr1ue;~us y Oeoo:.1 · c(:,r,~~r,;;,1,:~ ,:;;:; ,·,eor ly os c:.,, (JC, 'c~'_JI ,r\ , 1, 11ow1ng. Do ~.ot s1..b1ect conc'.e ,:::, t:'") o"v provioe cons1rvc1,on io nrs os ::;pecir,ed herein. i,,·01 locot·on S(; o.s µr(:,cedurt~ VVhlC'l 1/,/,II to ovo,d .seg(ego110.-, c,:i~J"8 .se9regot,on d1Je e Do r,01 usc:i conc::re1.;:i vvn,cr, becor····e~ r70.-·1-~l•j1;: c enc ur1wor!-:oble, 0( does no1 r->eei reovned Q.JOlrly (;()ntrol 11mn: , or ros t:-ee,"l con·cm1notocJ rn tore1gn moter101.s , Cons1rc.ct1on Joiri·s o. b. Score 1c1r·.rs0 groove tu Jrnnls sr,QII tie 0.5 .spec1i1ec 011 o 5moctll. ur:rtorrn 1·T1u 9,;;:;1c,11 [:rowings. Furrn 1n 1'r9sr, conc:r91e r::1n13h p,nts s:-iall bG no w1,1~r Tr,Qn o o f()101er 10 cul ire ,0cr1 w m I / 4 1n8h corne· F'rn-.,,ne, 1,:w,i:, o· l(>(:(1!1()r1;., <)"<'J ·1+.-.;,rvi;I,·, ;;1-,,-·,Nr·, ,.,0 lll9 >'(ir,,~ or,d ,v11,:1,,;, ,:-,;J"L)r, ""( ::-i·r,c:ir .~lr"11,~.11)r,;.~:·; 2 .lo1r,1 r~,,:)1c"',r1us .~t\ull be :)lo,:;,:KJ vv,tr, too e<:Jge I I? 1ric:r, l)elovv· ::..cvec s,.Jrfrn;(:. 'i<:..)curBlv r,olc__"J ,r, cicic.e 1c (1•·evenl 4 1n.:)v~~r•ie·:t . .Jc,1n1s orid 0dg,n9 Qr otrier 1oint,ng udge~, sllcill bf! torme,:: n 1<.>0; to ~)rQV1(]8 O S:1"1()'.)th the tre::;r1 concrete v,--i1form ,mr),ess,on . using on A:ier the curing per100 exocns·o, 1<.:.ir'ls shall be co-efJl1y cieor,eo 0,~.(J 1,11ea w,r,--101nr corrpound whr:,re d@tailgd and opp11cco1e to I / 4 inch below adiucent paved su:ioc~. Avoro sp 111ng on poved 5um.Jces or o·ver!lcw f~:)!'n ic)1nt COfl"'pact oncJ tan-p concre:e •:)~ ::;peci!,ed h~irew, (t.nk<!ss r~1adont l1r'is~ 1.s spec1t1ed -see ·'F1n1shes" to or1ng 3/8 1ncn 01 morior to su·foce. /loot w,tr-, wood screeds ona tloots enly and applv waler has d1sappeored k'emove onv 8xcess water brought to surtoce by t10011ng, scrooas 11oats , or Frl;;}.~rorl tor 11111101 110011ng ond s8reed1ng Q08r'ol!ons . All concrete Mi.shes shall be li.sted 07 r>-ie Orowi·1gs. tclrow,rg l,nishes ::i:ter Do noi u.'\1§ 51eel or Steel ·rcwel ihisr, Atter sudoce wo:er disappears and floated surfoce 1s s1.Jii1c·ently nordenec, .steel &\JflOC9 ony p ost1c ono retrowel to smoa1h, dense. hord finish. Atter concrete hos sst Eonovgh. re1rowel to o smoo1h, lfllfOrr'n finish 1ree cf trows! mrnks or other ble,.-,1s"e.s, Avoid ex:cessive trow@ling thot procuces bl.med areo.s, 2 SondblOI,! fin:sh o. b. c. A11 wora; s;1011 cor!orrr 10 or,p11coble OS~A one EPA stondords, Coritract.)r ShGI: 3Cht:!dule this WO(k lo b8 QXl3CUl9d with C.', little conflict o·he1 trades as p-:-iss1t;1e . 1· necessor-,, , Con·roctor .$hall be res:ions1bla od1oce,-,,t 5·.Jfloces . Test arecos for somples or blG.::l11r'IQ will r·,ol be left expo.sad _ondscooe c;Om:)le blOs'inQ enc opp:-0'1e ot cesired '1r.ish With tor th~ protect or. or masking oi Architect 3r.011 be prese7t ,::it tims ot d. Core ~holl be token to oro!eel all adiac,:mt .su,foces from ctomoge which ore ciot receiving sondbla$1ing. e. SumJblast1ng shall b€ occompl1sred us.ng •Juolil1ed wo~kmen fami'i::..ir with :hs proper techn,qLJe _ i Sorc;101os11ng wOr'l< s~1011 be by the Ory -send method, vt111z1ng oooroor101e eau,orrer,1 and aoeq1u-ate arr oressure . Abcasives shall be washed s1l!CO 501d. tree lrom so11 , cloy , or other tore,gn rne,1eric1s. Nozz1e po.$1110n cJJrinQ t'"le ooerct1:::m .shall be< ns c8tRrmrned 1r, the IQ,<1rig 01 me c.1pproved samples . Q. All <;Oncrete arorn:. r9Qu1r,n9 ootcl"\1ng sl1011 b-9 octched w1:h oll rou,;;;ih spots one ur,even~ess ;n the concrete s•.Jrfa,:-;e ground {il"flCOI!", ··_)elore the Sar'-.clblo.s!1r1g Op~ration rs begt,r _ 1/1.asr, down corcrere soro:i1osteJ sur·oces prorn~t:v to remove; scJnd ond Cl;$! s11e 01 surph.1$ und wost8 matAr,ais trorr-, this v,,•c,k Uoor-r COr'""IOlet1on Al-)PFc()VED FOI\ r)L;\NTING AND IRRIGi'i.TIOK ONLY. BLILT" -------.. ••-•---•-----•,•,r,•s .. , ENGlfFER S SIGNMl;RE APPROVED RE1UIREC ON PAGE I ONL v INCLUDING PRE'.CISE L,C)C: AT'ION OF PL1\NTING AREAS. ---·------- ENClf\[E'?INC °'I ANCHECl<ER t-----+------·"· . .,. ~-------------------------.. ·-·· .. -+----I 1---·. , ... , ,., 1-···------t----------------···· .. ·-· ·---.~y ,.·,·----t------------------- • -----+---~----------· .. ····-·· ·-···----+------t---+-----+-----1 , ......... -----------+-----+-----+-----+------,! ...... ·-----------+-----I-----+-----+-----< 1---·--.. , . . ------+-------------------.... '···-········-····-----+-----+------+-----+------1 --···-··--···+-----+------------+-----1-----+---······--·· .......... . ·-·· ···+-----+----- -··· .. ·-··-+-------t---------··· ------···--------+------+-----+-----jl. ---·------ -··-+-----+---------·--·--·· ... .. ----------+----+-----+-----+----I ,___. -·-.. .., ........... -s-------t----+-----t-----< >-----+-~~ --.~.,--------------···-·-~·· -... ,. ~ ......... ··--··~···· JA T( INITIAL I\JITIAL DATE t"-.IT AL E:NCINE:[R OF WORK REVISION rlESCPIPTION OTHER APPROVAL Tl TLE REVIEW[) fW lf\$P[ClOR ,. .. .., ,. ~~.,.~~-~~~-·- !' P:)JE CT NO. S:JP 95-01 CATE DA TE ORA\VIN::; NO. 368-IL FOQ CC\./~.-,-QLJCTIO'\i 9-21-98 I I I 4 0 b. C, d. 0' Ccncr.;it,::; rr1~ d9,;,gn• s,z~ oqqrE;;qotE;; nncJ o t-.,-, Px-rAmely Goor.se 11,x conto,nntg ·he m1r,1"""1um omount ot r"'."!1x1no woter· o~OJld gceote2;t possible per"ce,1toge cf ~B 1J1;;B(l . Hepurutory ·,-1~>rk ·-r-c co7c·Dt12 S7QLld be pl:::Jced and consoiidoted so as IC:• conr:,·etey till ull spuces 111 lhCJ forrns, Tom=iinQ wil not bg pgrmith;id bgcousg thi;, oggri;.got~ must rgmoir, r'11:l<Jr tl'ie surlr.Jc8 !:::ir lut0 GxpeisurG . Apply o wood r oat finish which wi:I pr;;;irmt '.;,/ I 6 inch of aggregGt9 Ar)pllcat1on o: ret:.Jrder · by L M , Scofield . been oopiled . cover As suon as nie following hos t>Qi;;in completi;;id , oppl•1 tn9 retorde· ord "Uthotax· (2 13) 725·7 I 12 per Scollielc's ApoliGation ln.struction T-2D3 .03 Once he retarder lhe surface wiih plmtic sheeting or curing pcpsr to ach,eve d~pm aggr0gote r@vBal AggrB<:)0IB Bx0Ociu!'e· Th6l 1etar:Jer s.eiowld be removed between eight and twenty hours o'~er ploceme'lt by sordtilostIng or wim o coor5e-fibered or !'ust re.sistoot w~e 5Cfub bru5h (T""Jd ie: or waler A clean secl@r Sholl t:;e applied :SC thot the :SLiface shall bB COV©rSd after OQi:;TBQOt~ exposLie wih nBW ' non.staining pc.pg- Surtaci:.• waler= 11 gfflorescgnce or alkoli staining 1s evicent oner me oonorete hos oggregote surtoce wi1h u rnild rnuriolic acid soluf100 (usually a I O I dilu•ion) that r1:"lSBd w11'"1 wo1er 0nd Cl&Ci7€1d w11h dilu19d Lifhochrome "Plo0r Cleani:::ir· by L . M. 01.Jred, lighTly wosh the has be8n thoroug"ily $cotield or ~q1..·al . k'ins~ ::t{Jo1n ond d·v +horol.lghly After the oggreg:ite hos cv,ed ot leost 01""1e mor;th . the ·etorded sutoce shOII be lhCr'O.Jgi•·1y wmhec vVilh fresh, clean, water After canc:rele is thorouglly drisd apply ans coo+ o/ Aouo-M1~ Fer,e1rot1f1jd Seale, (7 I 4) 523-9313 . at the rote o1 200 SF oer gallon.. Allmv 2.4 hours before applying wuler to v~rrfy vV::J.gr beod0 I not apply o l1git second c:coot Reter •c L\quo-m1x Spe::J111cot1ons tor c-.::-mplete 1r1str•.1Ct1on dr oom l1,11s:-·, end do:-:ith lrnme(J1ot1:1Iv ortor slull 't.,Js b~0n scr-..edgd end rloatgd, (JS 1ndrcoto,::1 on Drow1r1g,, \"v1h c stiff bristle broO"l. the su·rCJce shall be oroo,ned In directior, ~·•rote::t conui:lte n:;.io1ns1 roo1d or·v1ng end 00Inui.io bv ruIr\, ~)0<;1r1(: c:1cj r:,ro'.1:-,,:;• t)/ wet t)urlop. con\'Clf, sover,r,q or mn,n1c.iIn cc,·,o·,:1 ,~ 1X)Ov8 i'-.:) (!B()rees f.:. ioI (11 11:.,0~1 3 k:00p rno1st 1or at 1,ol1•G o.JfIng cornoov0c . oovs . or ci.),::,ve 50 least 7 D1Jr1ng degrees dcvs ofter tr1s period . F !,:)I ot least 5 dU'✓S . C~1r1;-;r,JTO trorr· ·11··· ,--.h to·:i-.r, ,-Jr~, f(//i';(!,;(t(J w,t:,,··1 po· od rn; t;qq, :(:,ritl·y cs arv,nq ,::oncIr on.~ r"""'CJy ~:1.;1·1 c,1 1_!1s.-, ;;, \ 11r11s:1ec1 Cl_\t\r_-rete ~u1 luce:, r,::01c;n,ng; / aovs ::i1I9I· pour1r,g ~rioII :.::ie sproyed 1JJn1-..g me curing r,~c.1l.,,;:i . Co·<c;re·e cover1ruJ srio11 ::ie o t'{J.)8 1r·o1 w111 nor r-1I ·ucli ::icc;..:ots, ,·1v_;,r'ov-c0rr-,t)s :.m,:_j •yt10, l'",01;;,s rr;.;,su11,r,q frcm ,~m0voI Ql r1c.ii1:;, '•8~ s)tl(J soreoo,:;,rs, on.:1 like ,rem,~ w,rri monor :on···•e(j or cemenr o~o rI·~e og,Jr·egct➔ 11·, t··1e pr~portIcn used 1·1 cor·,crete rnIx Chip awav defectIv~-'" or Bas ·c .~01,;j c-;cnc:r.:,r.), fcrmIr,g perr.e0IcuIor o, Si:qn11y ur,oercl1T edges. Mo1cri surrounding C01""10EHe StffOCes 1n coor on,j +G:..1ur;;, 0 ()eur·, -up Uonn comolet on ::,t wor~ u"(Jer t:·13 '.:iect on. Cc11·ri:::ct:)1 shul! remove lr::.)rri the prer':"1is~.s all surplus rr-at@ri<.Jls, lools ,:;qu1r,mer,! rLJhQ.sh a:,d dehr,•, r.;:-,,c=ull1r19 lror-i 1r,e wo·k o: hs 0½1""1 e,q:ierise 0 d UOC /\1\6.SUNkY [l . ,, , .. UBC tyi::8 ·s-with a ."".linirrum compressI.1e stre,,91r, or } 8 doys ot 2000 psi, '2 he:ihly prepoied ond unifurmly r··i,;ed 1r1 the relic, by volume=w o , I r_io;-t F-'o t (Jld Cement b I / '?. por1 ,'"f16 p:_i11y c 3 -I / 2 .:-icrts sand (j If plosl1c :v~,o corrny:t 1s ~S8<"j, Grc,ul= r-1u1d con:,1slencv. J '.j . I por I :.J ): 'k.md Corr·.()(·) 1 J o,:ir Is s(nd I p(')rl :i:)r11ond C,;,rr·gnt ::,., p,y Is .,c· ·,".1 ; p::11 t•.; O••.tl) grr:i·vel l_/111' Mo.,, .. ,,''( orrn1 l1!ne PlJ11V 1.' • .>,y1,:_:,~:e (.:,r,:i<Jc ,'4 c<:,nl·:)rrrw,, · ·c, f...5 ~'v1 C:9C) ,:pd of ',ut)m,! r<:~o:,:.1;;(,r1to!!,/0 !·,,:imi:,1..i o1 .;.).1cr1 h,itlf-l ol ,1r),· l"'.·,nsonr,1 c"!r sto-e 1or occept::ince t_,y (]w111:lr p, (Jr I(·; <:'1~,:011ot1(,r1 - OoOOO MEIAl-FABRIC.47.IQNS A tJ ' I 2 Submit oop-ovul r1 udvanc;,;;, (:,1 lobr 1(,ot,on . f\!1Qt~r101 req01r.;,ments :;;'c;illiseO st~el shopes orv::I s1ee oiotes· ASHA A36 6..STrv ASOO Grode A or ASTM A50 1 seorr1IGss. 3 4 51eel L..Jbing; Steel pipe: A$Tfv1 A 5 3 T vpe E or S , Grode A , oiack O' galvonized S1ee1 bolts· ASTM A307 Grooe A. Piller mateial for welding; ASTM A 2 33 E60XX o, E 70XX 5 6 Sh.op prime 00011 Federal ~;pec1~1cot1on TT -P-8 6 I ype I for '9d leoc/olkyd typ@ paint or Fedsrol S0E1citico1ion 1 T -P -6 4 5 1or Zil""1.;:; ch··o(nu:e :'{P0 ooint . 1/ Nol""1-sr.rink grou1, Mas1er Builders "Emb8cco·, Mix A , or 1----jeller"":"lite M<::nu:ocrur11\;,J Co. por-rok", D , FaN1co110~: I roorioo1e structu-01 s1ee1 11""1 occoraonce wI1h latest ed1t1on of 'Speoit1c::ot1cns to· Des1gri, r~obrioot100 , and Erectio:1 01 Slr1Jcl\.l"OI Steel tor Svildif9$. ot Arr+ericon Institute of 51ee' C::ons1ruc1lon 2 Contorm to toleronces 1or rY',Oter101s , robrIcaI10r"1 ::ind er~ct1on os given In ·coce ot Stcndord Prociice· A'11€,r,oon lnstitv1e of S1ee1 Cor1.Wuciion. lctes1 edition. 3 Shoo coot with spec1·Ied po1n1 -:.,1 ·er 1cbrIcation , deburrir\g ard 011 lerrous ilem$. lo I rr·m dry coa1 thiGl<.f"'iE!,% grincjing smoQth we·dla ono rc>1JQt"1 5pors Touch up offo• 1nstollofon. E I-,s1a11 ell 11etol 1abr1ca-1ons plLJmtJ. strog"t trve ond ucr.:..uru·r,;;ly '.1ttod Gr1mJ ;,rncKJ;h 011 i1eti welds r=. Applv 1wc coots ot t1n1sr, el""1amel poinl to a.I me1al stJrtoc;e,s Cr.)lcr o.s .se ectec by Ow1)f:'I 09900 PAI/\ IING A lr,spt;:1ci areas to be painted bet ore stor1ing work onn ·epo'! 11·1 w1 it1r...-,;i to Ow,·er materials, or (:oridili0ri5 Pointing cortrac:or l!i lioble for to1Jl's 1""1C1 so r"epooeJ , B Apply noteriol per rnont.Jtoctur,;:,r"s w1thol!t n.1ns or sogs recomrne•idol1or"1s . D Dun't po1r.1 hordwor,s, o odio1,;;ir1+ ,,. 1• 'c·,c,sic; unles~ other ,1,n:;E, '1(lt,;~(,; ond opplic:J· ion cieon so1.JnO wrtoces E Pedo,m touch ,,P whee, ,,c,b ,s com,,ti"ecl uMer IM ,J,,ecl,o,, ol ond w,:l;ctut c,,,o ,:e,ow,,e >o tee Cwc.e, ~-------------------------·-··----·-····-····-··, REGARDING UTILITIES• F->1_..ANS or EXISTING UTUTIES S---JALL BE l,lADE AVAILABLE TO cor-;~RACTOC: B" PRIVATE /\'OD PUBL·C UH.I fl~S If OWNER. S1OVYN, REFL.5C1 ..0.,·1./AILAl~LE ~" :,:;oPD DATA 11-lf CONHJL:i.CH.)~ ':J--,/>1 .. l. BC: ['['·F·r)r-,J:;1BLE 1/1.i'OQI< ~'.!..hlD :::cP. ANY '.-=:·AMAG[ PP.OT[:CT ON CF H--JE:·J::: l_if'JES . ·-.. ·-·-··-····-----···----"·---------- NOTCE TO CO~TRAC~TC:,Q COr--.J.'.:,Ti:...-'UCT ON ~'QACTl(T::.:;, c:or·J:.:·,Tr..:'I_:CTl(Jr-.../ CON-:;iACTO~? \/VIL._ r3;-..: PEOUIDED i O A~':$lJME ~30LE Ai\/[) C/)MPLE:~E: QE:$PONSIE'l1U IY =-c)Q J()E'l s rt: CCNDI flONS Ju~·NG --•lf: COU~':3f:: or= CO~-.JSTPUCT 1or-....i OF Tl-~E-?k':J.JE-Cl 1'-..JCI. IJ[)INC:.~ ':SAF-E-··1 OF bl.I PED:<)!' .. ,·-:, b.hD pi:;:QPE!;'TY ~I-lb. T Tl~IS RECXJll:?EMf-::r,, i S~·IAU. BE MhOE 1 0 APP[_ Y i~:C>N rn_!: JOL.J:> '· /\~~u l'J()T 8F l.lVI ff-I) 1 C! rsJOk,\AAI 0HY..?<l>:C, : .. K)l_l~:'~; AN[> (..0"-J~Tj:.!l_l(;TION :.:_:Q~JTRA(_::.T("l~' HJ~.1Ti--lEP. Ar.:.;,r:;::::r:S -:-C, D'.::FEND , INDEMNIF l !'~ND HOLD DESIG~-...j P~?OFESSIONAL ~ARMLES~; r.~Q()\,-1 N,fr AlsD ALL LIABILITY REf,L OP ALLEGED , IN CONNEC"f'ION \NITI--I r ~t: PERFORMANCE= OF 'v\JORK ON 1·f4I2 Pl<O . .Jl::CT l:::XPECflNG utaUIY ARISING P-DDM T~E' SOL.E NfGL IGFNCE OF De SIGN Pk'Dr l'ciSIONAL .... -·-·······-·--·------·-·---------~ ···-·---------------------------- I l\l_L L.NDERGROUND U f'LI fl~S OR sr~uCTURf-S ~:'EPORiE:-D 3Y Tl-IE-' OW~JCR CR o-~:::-r .. ,?S ' AND T!-D'.:':,E 3µ(/v\'h (·::~., Tl--![ P~ C,OPC,S ~X /::..J\,111\ED AP[ '.·;1 iC,vvf\.J '/\il·q i T. C P DPPQ(.1XI- M/.\ Tf-: l .. (.lC.:\·; (.l'-·J l\NO t-:X lf~~l 2 1r S•<AI.L l::lF:-1~.1:: CO"JTk'AClORS Qf':J-.'OhblE~ll.iTY TC) UETE::~M hJE T~lC NATLJ~)[: CF E:.Xl~;Tir✓G GQOJ,D A/'.JDICP fHE FNISL--lED GRA'.)E l."-J H-IE \/ICl"'J 1 Y CF ff-IE PPCPOSCD C(X~:-:,·r :.-:iuc I ·otJ AQF. A IMMf.[)IATf.l. '( PPIOi-< 10 CC)N:.,TPIJCT ON. '_\ --... -1L_ ''./f-.JH:?/,.CT()Q I'..; PEC.UDED TC· T /~J: [ (X.,:.. P~'c:c: /\l .I 'flON/\PY M[J\~,L.PF.:(.:., '.() :,.:.,,c_,ri:::c I H.lf:: I.JIii l''f.'.::> (_)Q ') ;-p ._JC'.. ,.P'·'. ·::i 1-'.()Ur-...Jl) Al l~,r 511 F IT ':..>~-u::. .. I. l Df-Tl-./f: cor-.J- T~.1AC:T()!:;'~J ~.1E(·~.P()h6IBIL!T'I re·, f'-...OTIF"'""r. TI-F:: i"")VVHEQS OF Tl.·lE l. 111_1 f it::.s Uk ;:: ; 1..?Uc·1 LRE-'.':; CONCf.klNE:-[) 8t-r01-.!t ':·.,1 Al--::'' 1r,Jc_7 vv,:~::.,,~~.- j I !I'.. 1."·(.,;•.~iPA("~'.(.)P l.. i"II..I i It"'::, D. i iArr Mt,; '.:,,Jl\l_L ur,Jccvr::r.:1 8t-= .J()Nlhl(; , (:l)(('i'.)f\JC (.) ... :1 ~:=,1QAU.r:L W-JG :'C.:'IOP 0 ,:~,NL (01'bi~:'l_lC.TIOI-.J 10 'JE'k'lf'~Y f3()1f-l f.,()\..>ILOl'JT AL. AD 'JERTICAL l.OCATIOr-.J::), AhJY COHFL_:c-;-OR DISC:.."J~.:..iANCY :;µL;.LL t~E: F.i~:.1DUGH~ TO Ti-IE O\Ai'NER::> A TTENTICJN PPl,-JR TO CONSTRUCTION OTl~EPVVISE H4E CONTRACTOR ACCSPlS ==u: .. L QESPONSl81Lll I FOQ ,0.N"t" COSIS or Pf--=l_CCA'flON OP Al)l)IT!CNAL. ~:_:OSTS OF-c·:c)NSTR!_.CTIC•r'-1' .... ·-·-·· -··--"··----------------------~ APPROVED F,OR PLANTING AND If~Rrc;A.TION ONLY, INC L-1 LJ DI N (; fl R I : C IS P: H:.>11EtR'S ',l~'iA TURF RI C)i.JIRI D •.l, PAC[ I ON, Y ,>PPROV[[l I /) C A' I' IC) N O I"' f) l , A I\ Tl NC~ "l:)Ei'A~ 2.'-\. \ . .._., > ENC;:NEtRINC f'LA~C:HfC<U, [l,\T[ -------------------------------1------j-----j----·-------· -----------------------+----+----+------··--·--· r----··-·-·--·· ·---· ---------------------------+-----+------------· , .. --···--·· ····--------------------------!-----+---··-·······-···. -. ··----------------·----· ------------- ··-···-·. -··"-----------------------+-----+-----·· ·-·······-· ··- ·-· ··-···-------------------·--····------1------+--- t------,-. -···--··-· ·---..-· . ---·-·-·-··-·------------------------+------j-----j----····r-·-·-·· ···----·---------------------+----t----+------···t-··----···-··-1-----+-----_ _j --. '" . _,, ... , ....... , ' IVY-LANDSCAPE ARCHITECTS-INC ----'-------------·---·--··-··-----···---· ,..... ··--·· ...... . 1------,--------------··· ... ·-····-··-··-···----·-·----+----+-----1----; BUil T" )A 1 l· ------------ INSPC:C TCP CARLSBAD-.. r\.~.'.:.'-~ ... ··1 ; 1JfRARHAC\JT "'-· . ·········-·--· .~-··--·--·-"·------·-·-·-- LA:\0SCAPE SPECIFICATIONS LAUR L TREt: 757 WesL ivy Slreel San Diego, California (619) 2~15-5160 92101 OWN 8" DWM DATE I~ TIAL E~GlNEER OF WORK ; D[SCRI P ,1 or~ 011-l[R APPROVAi DATE 1f'JITIA_ CllY AP~ROVAL CHl<D 6'": O.W.,yL. RVWD 3Y: SOP 95-01 368-L ~--------------~---------•