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DWG 434-6L; PIP 05-16; OPUS POINT LOT 25; 01-20
1, 2. 3. 4. 5. GENERAL NOTES RECYCLED WATER NOTES ALL WORK SHALL 8E DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAIMATION RULES & REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS" DATED OCTOBER 1993. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL l!!E PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTFNT POSSIBLE PONDING, RUN-OFF, OVERSPRAY AND MISTING. HOSE BIBS ARE STRICTLY PROHIBITED. ON-SITE CROSS-CONNECTIONS BETWEEN RECYCLED WAT!:R LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 7. 9. 10, 11. 12. 13. 14, 15. 16, 17. 19, 19.* 20. 21. ALL ON SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. THE IRRIGATION SYSTEM SHALL RUN BETWEEN THE HOURS OF 10:00 PM AND 8:00 AM THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME WITH QUALIFIED SUPERVISION PERSONNEL ON SITE). PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. NOf\J-DESIGNATED USE AREAS SHALL BE l'AOTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. IRRIGATION HEADS SHALL BE RELOCAlED OR ADJUSTED TO PREVENT OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTAF!LE OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. ALL POTABLE WATER AND RECYCLED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. WHEN POTABLE WATER LINE AND RECYCLED WATER LINE CROSS, THE RECYCLED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. A 10 FOOT HORIZONTAL SEPERATION BETWEEN POtABLE WATER AND RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINES MUST BE INSTALLED ABOVE THE RECYCLED LINE. A MINIMUM OF 12 INCHES OF VERTICAL SEPERATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES._ DEVELOPER I CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECLAIMED WATER. QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING. A. RECYCLED WATER -QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO. 7645, HUNTER NO. HV100A-RL-NP OR APPROVED EQUAL. (SPIKES SHALL NOT BE INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. 22.• DEVELOPER SHALL SHOW THE LOCATION OF RC. SIGNS "DO NOT DRINK" ON THESE PLANS. 23.' AN ON-SITE USER I SUPERVISOR SHALL BE DESl(;INATED IN WRITING, THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW I CROSS CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT: MAINTENANCE SUPERVISIOR ELAN WALSHE AT 949-622-1950 OR AFTER HOURS CONTACT ELAN WALSHE AT 949-622-1950 24. SHOW ALL PUBLIC AND PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. • ITEMS B, 19 & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECYCLED WATER. • ITEM 22 THE SIGNAGE SHALL BE A PART OF THIS I.P. BUT THE ACTUAL SIGNS AND TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECYCLED WATER. 25. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 26. THERE SHALL BE A PHYSICAL SEPARATION BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY CONCRETE Mow STRIPS, CHAIN LINK FENCES, OR OTHER MEANS AS APPROVED BY THE WATER DISTRICT AND D.E.H. 27. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUTAINS AND/OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE. (FUTURE) RECYCLEID WATER SYSTEM (PRIVATE) ' OPUS POINT LOT 25 Carlsbad, California SIGNAGE NOTES I. THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-112" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. GUIDELINES FOR RECYCLED WATER USE 1. IRRIGATE BETWEEN Tl-IE HOURS OF 10:00 PM AND 6:00 AM ONLY. WATERING OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANN!:R Ti4AT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCI: OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC, GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION SE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR, WITH THE WORDS "WARNING -RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "NO TOME EL AGUA" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. II. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUPMENT SHALL ll!E IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS, 1" HIGH, ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I 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 THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE Al"PROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITION F APPROV L RELATED TO LANDSCAPING. , INSPECTION PROCEDURES 1. -CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES. B. TRENCH DEPTHS C. REQUIRED Sl:PARATION (HORIZONTALLY AND VERICALL Y) D. PIPE IDENTIFICATION E. POINTS-OF-CONNEtCTION (POC'S) F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS G. WARNING SIGNS AT THE SITE ANO ON THE TRUCKS HAULING RECYCLED WATER (IF RECYCLED WATER 15 USED FOR CONSTRUCTION). AN APPROVED LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TESTS, AFTER COMPLETION OF THE SPRIN'KLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. B. WARNING SIGNS AND LABELS. C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC, G. CROSS-CONNECTION. 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PARTS "A•, "B" AND "G" OF THE DISTRICT FINAL INSPECTION. LEGEND SYMBOL DESCRIPTION ----P'V'I-----PROPOSED POTABLE WATER SYSTEM --r:lVV---EXISTING RECYCLED WATER SYSTEM --~--PROPOSED IRRIGATION SYSTEM MAINLINE ALL LANDSCAPED AREAS AREA OF RECYCLED WATER USE •$ LOCATION OF CONNECTION POINT(S)- METER AND BACKFLOW PREVENTION ... "DO NOT DRINK" SIGN LOCATIONS TYPICAL SIGNS ,----BLACK LOGO SHEET INDEX SHEET TITLE RECYCLE:D WATER I TITLE SHEET CONSTRUCTION PLANS CONSTRUCTION ENLARGEMENTS CONSTRUCTION DETAILS & NOTES IRRIGATION PLANS IRRIGATION LEGEND IRRIGATION DETAILS IRRIGATION NOTES PLANTING PLANS PLANTING DETAILS LANDSCAPE SPECIFICATIONS IRRIGATION AS-BUILTS PROJECT DATA APN #211-680-13 PIP #05-15 ADDRESS: 3115 M'ELROSE AVENUE OWNER. OPUS WEST CONSTRUCTION CORPORATION 2020 MAIN STREET, SUITE 800 IRVINE, CA 92614 949-622-1950 LANDSCAPI: ARCHITECT: /f\.l"!>rfc.r1cN f'l":O"fO'.......,e~ .. RIDGE LANDSCAPE ARCHITECTS 755 RAINTREE DRIVE, SUITE 300 CARLSBAD, CA 92009 WILLIAM MORRISON 760-438-1002 X23 ,,..,.,.,.l!U-T10111 oP-TRI! Pfl.O.::T£Cf ~ $ ~~ 8 'r' ~ t.AN~e ~-rec..7 OF 11\/0KJ<.. 1 ( LA :) t>"-1-\11» pe,w6fvA-ieD ~ . fl.l!Fl!llr-Th 1l-¥. -S.,,.i!c 1&1 CJ\TIOf\d FOIL-TH#!. '!CII fll:,(.lt.,e ~1,,...0 ,~pe,:.,n o~ . ,::ou.-ow,N6 co,\,'l"'ue"Tlol\l ~ 77-1£. woiu:: 1 ~ L,q)J, el/7"1u.. C/E#crJFr ~ ,,..,I/IN c(ylll/t•te:Tl~C, ~.,, THAT rl'1t!!! IN~710/I) PROJECT MAP FJ4.>'--m,s l"t>ILM. -rn ,&D-1</~-l!!ll./3 aA-L.L. f wt:,) '1,:D~ -'-It., tY.l. -n, 5':'1/fS,OLJt..,lf! OIM' PfNAL IN~l"&.r10N, r~ I/C-l'Ll6kTJoN '/YCrffpuJ ~ e/11-7Z.<S.~ "' Cf'KnF/60 /!3'r /llrf\J ,.,, : 1 oveo ~ . 7'1&.l?CF 0,::. C/!"-"T'tl"'ICATION MUS'T ~ ,,.._1!'3SAl'Tl!!t) '71> "Tl'le.. C/1 PACIFIC ,,._,,.,,,~~-:ro11.. . C""-1.... '?eD-~,-2:72-'29CEAN OCEANSIDE SHEET NUMBER 1 L0.0 2, 3&4 L1.1-l.1.3 5 L2.1 8 L2.2 7,8&9 L3.1-L3.3 10 L4.1 11 L4.2 12 L4.3 13 • 15 L5.1-L5.3 16 L6.1 17 -20 L7.1-L7.4 --- NOTTO SCALE .,_..-,,ES J. RIDGE, A DSCAPE ARCHITECT R.L.A. 2809 -----PURPLE BACKGROUND / 36• 1 1· BLACK LETTiRs In Order to Conseive Water ... CITY OF ENCINITAS FIRM NAME AND ADDRESS: TELEPHONE NUMBERS: REGISTRATION NUMBER: EXPIRATION DATE: RIDGE LANDSCAPE ARCHITECTS 755 RAINTREE DRIVE, SUITE 300 CARLSBAD, CA 92009 (760) 438-1002 / (760) 438-1155 FAX 2809 MAY 31, 2006 " 'l (N. T.S,) 1 WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER S AFTER CONTACTING NOS DES PU ES DE USAR RECYCLED WATER IN USE DO NOT ® NO TOME DRINK EL AGUA W'-SH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES OE USM VICINITY MAP NOTTO SCALE SITE ~ DEVELOPER NAME ANO ADDRESS: OPUS WEST CONSTRUCTION CORF'ORATION 18" X 18" SIZE APPROVED FOR PLANTING AND 12" X 36" SIZE 2020MAINSTREET,SUITE800 .032ALUMINUM,.060ABSPLASTIC 1"BLACKLETTERS .032ALUMINUM,.060ABSPLASTIC IRRIGATION ONLY, INCLUDING PRECISE IRVINE, CA 92614 OR STICK-ON VINYL SIGNS 2" BLACK LETTERS OR STICK-ON VINYL SIGNS LOCATION OF PLANTING AREAS. 949-622-1950 U> TELEPHONE NUMBER: -------------------,----------,,--------------,,-------------,-------------------,,1 !!!stt11!!! 1 !!!!l!T~I !!!!!!!!!!C!!!ITY!!!!!!!O!!!F!!!C!!!A!!!R!!!LS!!!!BAD!!!!!!!!!!!!~I !!!!!!!!!!!!o~I 0'.i+ REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ,-• ENGINEER'S SIGNATURE REQUIRED ON SHEET 1 ONLY REVIEWED CARLSBAD MUNICIPAL WATER DISTRICT ~-t:9'~------~,U,,d' ruM7::Lu~fu¼TRICTENGINEER DATE R.C.E. 28176 COUNTY OF SAN DIEGO Departmenl of Environmental Heallh -Land Use Division ~ -C:.----✓~~3~6 ~ DATE ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO 191.ANNINGI DEPARTMENT 0 OPUS. IMPLEMENTATION IN FIELD. onse;J~i,TLO; 25 :J. Opus Architects & ,;. DATE 3115 MELROSE DRIVE t- Engineers, Inc. R 1 0 GE R.c.c. _____ R.c.c. _____ t--t-t----------------t--""il;:;:;;;;::;;;;==;;:;;================; i LANDSCAPE A p V"D "" 2555 EAST CAMELBACK RD SUITE 800 PHOENIX, ARIZONA 85016 602-466-7000 602-468-7010 FAX ARCHITECTS ._ ~ 755Ralntn,eDrlve,Sulte300 REVIEWED BY: , '--~ '?(zz(o,b V) Carlsbad, CA 92009 PLAN NINI.. l!llll■t,tR DATE Tel 760 438 1002 ...J Fax 7604381155 DATE BY DESCRIPTION APP'D DWN BY____ l'AOacT NO. II --NO, z< www,rldgela.com CHKD IY_'-'R-"S__ PIPOS16 L:EN:G:1:N:EE:R:1N:G~piL:A:N:c~HE:c:KE:;R _____ _:D:A~TE:_,L ______________________ .1 _________________ L ___________ ..L _________ .::::::::::::::::::..~1N~s-Pc~cr~o~R~--------•D~A~rE~-..L--------~R::EV:;•:s:•~o:N::;8:_ _______ .J;r;1E;LD;;1;v;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;4 ;;; 34 ;;;-;;; 6;;;L;;;;;;;;;;;;;,I U: Environmental Land Use Speclallsl Ill CMWD# L0.1 ,,, ;J/~1;:, ., .... ,.,,_,, ....... _ -r•, ' I I ' -"· ''"''""-1r·· ·1 ' 11 ' ! I 'I i I I ! I: ' ' I I I 0 ..... .... I .. · . KEYMAP NOTTO SCALE ----- ~·-······ --·--····--- ---------- \ ... \· ...----"" \ -~ ---------------------------------------~---.. -----... ---------- .A.,,_ __ ...,___,, . _.,. BUILDING 0 P3 ....... >·· ·:1Et,J°LARGEMENT AREA #1 ~,'.✓ " REFER TO h ~1? SHEET L2.1 >,,,.,) 1 P1 .. , ....... •·•··· ..... ······ .......... . .:,:.;; ::::: :::::. ::::: ................... ...... ..... P.A. -.::..;. ...... __ _,, -.... . -: .. , / '/ ,-/~r ·. p ~:' --,•--,·~;...- MATCHLINE -SEE SHEET L 1.2 FOR CONSTRUCTION ENLARGEMENTS -SEE SHEET L2.1 (5) FOR CONSTRUCTION DETAILS & NOTES -SEE SHEET L2.2 (6) / P.A. FOR LANDSCAPE SPECIFICATIONS-SEE SHEETS L7.1 -L7.4 (17-20) 0 10 20 40 SCALE AND J .. ORTH 60 -◄) OPUSe Opus Architects & Engineers , Inc. 2555 EAST CAMELBACK RD SUITE 800 PHOENIX, ARIZONA 85016 602-468-7000 602-468-7010 FAX DATE R I D G E R.C.E. R.C.E. LANDSCAPE ARCH I TEC TS REVIEWED BY: 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 76043B1155 www.ridgela.com INSPECTOR DATE i i i I I I I I I - CONSTRUCTION LEGEND 0 CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET L3.1 0 CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL A, SHEET L3.1 ® CONSTRUCT CONCRETE BAND PER DETAIL E, SHEET L3.1 © CONSTRUCT TOOLED SCORE LINE PER DETAIL B, SHEET L3.1 ® CONSTRUCT SAWCUT JOINT PER DETAIL B, SHEET L3 .1 © CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET L3.1 0 CONSTRUCT CONCRETE MOWSTRIP PER DETAIL C, SHEET L3.1 ® CONSTRUCT CONCRETE MAINTENANCE BAND AT BASE OF BUILDING PER DETAIL D, SHEET L3.1 ® @ CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL F, SHEET L3.1 INSTALL ASH / TRASH RECEPTACLE PER MANUFACTURER'S RECOMMENDATIONS INSTALL TABLE PER MANUFACTURER'S RECOMMENDATIONS INSTALL BENCH PER MANUFACTURER'S RECOMMENDATIONS THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY @ CONCRETE CURB PER CIVIL ENGINEER'S SHEETS ® A.C. PAVING PER CIVIL ENGINEER'S SHEETS © PARKING LOT STRIPING PER CIVIL ENGINEER'S SHEETS @ CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS © ELECTRICAL TRANSFORMER PER ELECTRICAL ENGINEER'S SHEETS ® TRASH ENCLOSURE PER ARCHITECT'S SHEETS @ O" CURB PER CIVIL ENGINEER'S SHEETS/ A.DA REQUIREMENTS ® EXISTING CONCRETE WALKWAY PER CIVIL ENGINEER'S SHEETS COLOR AND FINISH SCHEDULE SYMBOL CALLOUT DESCRIPTION MANUFACTURER PAVING CONCRETE PAVING -- COLOR/ FINISH NATURAL GRAY MED. BROOM COMMENTS BRUSH PERPENDICULAR TO EDGE OF WALK CONCRETE PAVING L.M. SCOFIELD (800) 800-9900 INTEGRAL COLOR #C-27 SAWCUT SCORELINES WESTWOOD BROWN PER PLAN CONCRETE BAND SITE FURNISHINGS □ ~ TABLE QUICKCRETE PRODUCTS (951) 737-6240 0 §I TABLE QUICKCRETE PRODUCTS ADA COMPLIANT (951 ) 737-6240 §I BENCH QUICKCRETE PRODUCTS (951) 737-6240 © ~ TRASH/ASH QUICKCRETE PRODUCTS RECEPTACLE (951) 737-6240 GRADING & DRAINAGE NOTES A. CROSS SLOPE OF SIDEWALK TO BE A MAX. OF 2% . B. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. SYMBOL LEGEND ------EXPANSION JOINT CONTROL JOINT P.A. PLANTER AREA TURF TURF AREA MED. WASH FINISH NATURAL GRAY LT. BROOM C1 -T2 C1-T2 C1-T2 C1-T2 BRUSH PERPENDICULAR TO EDGE OF WALK MODEL #QR42FC TOTALQTY: 6 MODEL #QR42FC WHEELCHAIR FRIENDLY TOTAL QTY: 3 MODEL #Q2LS72B TOTAL QTY: 6 MODEL #QR-2130WA TOTAL QTY: 3 MAI NTE NANCE RESPONSIBL ITY APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ALL PROJECT LANDSCAPE WILL BE MAINATINED BY OWNER. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD l"L¥tNING Dl!fOARTMmff DATE BY DESCRIPTION APP'□ REVISIONS LANDSCAPE CONSTRUCTION PLAN OPUS POINT LOT 25 3115 MELROSE DRIVE AP OVED 6t{" z;{'z-z. / Cf.,. PLANNING DATE DWII IY 11 --NCI. CHKD IY RS nELD IY PIP0516 434-6L f"'lA\11/n # I 11 (l C 's: C' 's: < ~ -.. "' a CJ < .e. u ~ \.M ~ I 9' r-,... -._. MATCHLINE -SEE SHEET L 1.3 ---- -- - -- '' ., "' .. :: .. ., I 1 0 KEYMAP NOTTO SCALE PA / --- (! ''/:-...'t --- -' c''' ·•__,,,,,..,,.....,·,,,_··' •L. I '\;P~i-.•· .·. - .. -~v<_ .. >-- I ~ I ·) 7 P.A.- .A . . I I ·1 .,. . .. . . ., _,1<:.r/, -1 .. I ·--_/ -···---·-·----------I ·-··-- ·,,., ,. -:.• MELROSE DRIVE I .I I / I . i _i, I -- . . .. ~-, ..... ' ' -··-- FOR CONSTRUCTION ENLARGEMENTS -SEE SHEET L2.1 (5) FOR CONSTRUCTION DETAILS & NOTES -SEE SHEET L3.1 (6) ------ I i FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS L7.1 -L7.4 (17-20) ii OPUSe DATE -- CONSTRUCTION LEGEND 0 CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET L3.1 ® CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL A, SHEET L3.1 ® CONSTRUCT CONCRETE BAND PER DETAIL E, SHEET L3.1 © CONSTRUCT TOOLED SCORE LINE PER DETAIL B, SHEET L3.1 ® CONSTRUCT SAWCUT JOINT PER DETAIL B, SHEET L3.1 © CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET L3.1 0 CONSTRUCT CONCRETE MOWSTRIP PER DETAIL C, SHEET L3.1 © CONSTRUCT CONCRETE MAINTENANCE BAND AT BASE OF BUILDING PER DETAIL D, SHEET L3 .1 CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL F, SHEET L3.1 INSTALL ASH / TRASH RECEPTACLE PER MANUFACTURER'S RECOMMENDATIONS INSTALL TABLE PER MANUFACTURER'S RECOMMENDATIONS INSTALL BENCH PER MANUFACTURER'S RECOMMENDATIONS THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY @ CONCRETE CURB PER CIVIL ENGINEER'S SHEETS @ A.C. PAVING PER CIVIL ENGINEER'S SHEETS © PARKING LOT STRIPING PER CIVIL ENGINEER'S SHEETS @ CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS ® ELECTRICAL TRANSFORMER PER ELECTRICAL ENGINEER'S SHEETS ® TRASH ENCLOSURE PER ARCHITECT'S SHEETS ® O" CURB PER CIVIL ENGINEER'S SHEETS / A.DA REQUIREMENTS ® EXISTING CONCRETE WALKWAY PER CIVIL ENGINEER'S SHEETS COLOR AND FINI SH SCHEDULE SYMBOL CALLOUT DESCRIPTION PAVING rr r1 ............. ............. .... ...... ... ... ....... ... . ........... . ............. CONCRETE PAVING MANUFACTURER COLOR / FINISH NATURAL GRAY MED.BROOM COMMENTS BRUSH PERPENDICULAR TO EDGE OF WALK ~ §] CONCRETE PAVING L.M. SCOFIELD (800) 800-9900 INTEGRAL COLOR #C-27 SAWCUT SCORELINES WESTWOOD BROWN PER PLAN CONCRETE BAND SITE FURNISHINGS MED. WASH FINISH NATURAL GRAY LT. BROOM BRUSH PERPENDICULAR TO EDGE OF WALK □ ~ TABLE QUICKCRETE PRODUCTS C1 -T2 MODEL #QR42FC (951) 737-6240 TOTAL QTY: 6 0 §I TABLE QUICKCRETE PRODUCTS C1-T2 MODEL #QR42FC ADA COMPLIANT (951) 737-6240 WHEELCHAIR FRIENDLY TOTAL QTY: 3 §I BENCH QUICKCRETE PRODUCTS C1-T2 MODEL #Q2LS72B (951) 737-6240 TOTAL QTY: 6 © §I TRASH/ ASH QUICKCRETE PRODUCTS C1-T2 MODEL #QR-2130WA RECEPTACLE (951) 737-6240 TOTAL QTY: 3 GRADIN G & DRAI NAGE NOTES A. CROSS SLOPE OF SIDEWALK TO BE A MAX . OF 2%. B. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. SYMBOL LEGEND EXPANSION JOINT CONTROL JOINT PA PLANTER AREA TURF TURF AREA MAINTENANCE RES PONS IBLITY ALL PROJECT LANDSCAPE WILL BE MAI NATI NED BY OWNER. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. A PPROV ED FO R PLANTING A N D IRRIGATION ONLY, INC LU DING PRECISE LOCATION OF PLA NTING AREAS. CITY OF CARLSBAD PLANNING DBPARTMl!NT LANDSCAPE CONSTRUCTION PLAN OPUS POINT LOT 25 3115 MELROSE DRIVE Opus Architects & Engineers, Inc. R I D G E LA NDSCAPE AR CH ITECTS R.C.E. ____ _ R.C.E. ______ f---+--+-----------------+------1:::=====================~ I APPR 10 20 40 SCALE AND NORTH 60 2555 EAST CAMELBACK RD SUITE 800 PHOENIX, ARIZONA 85016 602-468-7000 602-468-7010 FAX 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 760 438 1155 www.lidgela.com REVIEWED BY: DATE BY DESCRIPTION APP'D INSPECTOR DATE REVISIONS I I ED ~ 'dr '5/-z-z.[ob PLANNING R DATE DWN BY 11 --NO. RS CHKD BY PIP0516 434-6L n ELD BY r'I\A\J\tn H 11~ (,I C -.: C' -.: .. ,_, a CJ < ,t(, u / / .... .... .... .... ..... .... -----.......... -......... --·, ---- / / / / I / ,. , /: .... .... ------/ -/ / -........... ·- / / / --- ' ' :-;,, - - ·, '·· ·, _•j >"' . , '· . -, '·•:' ' , ✓--; ---i. .... P.A. BUI LD ING ... , .. / / / I \., .· .• ·. ,,l , {;\_. \ ,,,,,, / \ \. ' J;,, .. - c", •<·•_/:.;:'j ,-----,Ac:;:"'; ,' P.A. ---. -... ~9 '·'.·•1 ,·. ·</ P.A r t=-~~ N J~ LlJ -I~ ~-. I ~ LlJ I~ 0 Ii I I .. .,.,,, CONSTRUCTION LEGEND CD CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET L3 .1 ® CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL A, SHEET L3.1 ® CONSTRUCT CONCRETE BAND PER DETAIL E, SHEET L3.1 © CONSTRUCT TOOLED SCORE LINE PER DETAIL B, SHEET L3.1 ® CONSTRUCT SAWCUT JOINT PER DETAIL B, SHEET L3.1 ® CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET L3.1 0 CONSTRUCT CONCRETE MOWSTRIP PER DETAIL C, SHEET L3.1 ® CONSTRUCT CONCRETE MAINTENANCE BAND AT BASE OF BUILDING PER DETAIL D, SHEET L3.1 CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL F, SHEET L3.1 INSTALL ASH / TRASH RECEPTACLE PER MANUFACTURER'S RECOMMENDATIONS INSTALL TABLE PER MANUFACTURER'S RECOMMENDATIONS INSTALL BENCH PER MANUFACTURER'S RECOMMENDATIONS THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY @ CONCRETE CURB PER CIVIL ENGINEER'S SHEETS ® A.C. PAVING PER CIVIL ENGINEER'S SHEETS © PARKING LOT STRIPING PER CIVIL ENGINEER'S SHEETS ® CONCRETE PAVING PER CIVIL ENGINEER'S SHEETS © ELECTRICAL TRANSFORMER PER ELECTRICAL ENGINEER'S SHEETS ® TRASH ENCLOSURE PER ARCHITECTS SHEETS @ O" CURB PER CIVIL ENGINEER'S SHEETS/ A.DA REQUIREMENTS ® EXISTING CONCRETE WALKWAY PER CIVIL ENGINEER'S SHEETS COLOR AND FI N ISH SC HEDULE SYMBOL CALLOUT DESCRIPTION MANUFACTURER PAVING CONCRETE PAVING COLOR I FINISH NATURAL GRAY MED. BROOM COMMENTS BRUSH PERPENDICULAR TO EDGE OF WALK ~ §] CONCRETE PAVING L.M. SCOFIELD (800) 800-9900 INTEGRAL COLOR #C-27 SAWCUT SCORELINES WESTWOOD BROWN PER PLAN CONCRETE BAND SITE FURNISHINGS 0 §I TABLE QUICKCRETE PRODUCTS (951) 737-6240 0 §I TABLE QUICKCRETE PRODUCTS ADA COMPLIANT (951) 737-6240 §I BENCH QUICKCRETE PRODUCTS (951) 737-6240 (Q) ~ TRASH I ASH QUICKCRETE PRODUCTS RECEPTACLE (951) 737-6240 GRADI NG & DRA INAG E NOTES A. CROSS SLOPE OF SIDEWALK TO BE A MAX. OF 2%. B. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING . C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS . SYMBOL LEG END ------EXPANSIONJOINT CONTROL JOINT PA PLANTER AREA TURF TURF AREA MED. WASH FINISH NATURAL GRAY LT. BROOM C1 -T2 C1 -T2 C1-T2 C1-T2 BRUSH PERPENDICULAR TO EDGE OF WALK MODEL #QR42FC TOTAL QTY: 6 MODEL #QR42FC WHEELCHAIR FRIENDLY TOTAL QTY: 3 MODEL #Q2LS72B TOTAL QTY: 6 MODEL#QR-2130WA TOTALQTY: 3 FOR CONST RUCTI ON ENLARGEMENTS -SEE SHEET L2.1 (5) FOR CONST RUCTION DETA ILS & NOTES -SEE SHEET L3.1 (6) FOR LANDSCA PE SPECIFICAT IONS -S EE SHEETS L7.1 -L7.4 (17-20) ·.... I MAINTENANCE RESPONSI BLITY APPROVED FOR PLANTING A ND ..... -.__ > '----.,. d IRRIGATION ONLY, INCLUDING PRECI SE MATCHLINE -SEE SHEET L 1.2 ALLPROJECTLANDSCAPEWILLBEMAINATINEDBYOWNER. LOCATION OF PLANTING AREAS. Cl ,---------------r------------r--------"T"'"-------------,.------------r----------------~!!!!!!~~!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!~!!!!!!~ C i • 4 • i I CITY OF CARLSBAD i r • 2·0· • 1 "'C" ·;' (il .. ,.,,,,t.,,,., .· O>Hf..;·,,r:1 _.@ 0 10 20 40 60 I OPUS~ Opus Architects & Engineers, Inc. 2555 EAST CAMELBACK RD SUITE 800 \}J'll§C'1A ' James J_ Ridge i '"' R I D G E LANDSCAPE ARCH I TECTS PHOENIX, ARIZONA 85016 755 Raintree Drive, Sune 300 602-468-7000 Carlsbad, CA 92009 602-468-7010 FAX Tel 7604381002 R.C.E. _____ _ REVIEWED BY: DATE R.C.E. _____ _ REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. . PL.~tNINGI ~NITMBff . LANDSCAPE CONSTRUCTION PLAN OPUS POINT LOT 25 3115 MELR OSE DRIVE PLANNING z;/-z:z /rxo .------DATE .. .. 0 () Fax 7604381155 DATE BY DESCRIPTION APP'D DWN BY-~~-11 --ND. < KEYMAP NOT TO SCALE www.rid9ela.com INSPECTOR DATE CHKD BY_R_S~_ PIP0516 434-6L .e. L----------.--------J.:..:=.;.;.;,;,;.;;_ __________ L __ ...,:sc::AL=E:..::AN:::,:D:..:,;N;:O:::R:,Tl:,:H~--..1----------L...------...::::::::::::::..l... ____________ .J. ______ _;R::EV~:,:•s:•o~N:,:S:.,_ ______ J;";;[;;LD;;BY;;;;;;;;;;;;;;;;;;.;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;.I u CMWD# L13 060806 I tavMno1_ Q T H F ~ ~ e • 1:-8> ,,. .. ~l:3BEH [!II ~ ~ • "' .. <S<980 .. NO SYMBOL @ Ill I'] ISi 1111 IEl NO SYMOOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL MANUFACT. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD llAIN BIRD JlAIN BIRD RAIN BIRD ·, RAIN BIRD RAIi\ B!RD HAIi\; l:IIHD llAIN BIRD RAIN BIRD R/\1"-B!RD RAIN BIRD R/\IN BIRD P.O.C. wI;_KINS WILKINS IIAYWARD SUPERIOR RAIN MASTER WATTS RAlNl:IIICL> NII SON RAIN MASTln W.G.S. WA AS APPROVW f\.S APPROVE:U AS APPROVED AS Al 'l7ROVED 3M AS APPROVED T. CHRISTY'S A8 APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED (RECYCLED WATER) IRRIGATION MATERIAL LEGEND MODEL NO. I DE:SGHll-'TION 1806-SAM-PllS POP-UP TURF HEAD Wi RAIN BIRD 5-QITIH NOZZLESWtN.P. GAP 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRDH-Q,'I/1 VF NOZZLES W/ N.P. CAP 1806-SAM-PRS POP UP TURF HEAD WI llAIN 13IRD 10-0/flH.IF NOZZLES W/N.P. CAP f3PM 20, .30 .. 40 26, .35, .52. 1.05 .3~ ~2 .79, 1 57 1806-SAM-PRS I '0I'-UP TURF HEAD WI RAIN BIRD 12-0/FH.IF NOZZLES W/N.P. CAP .65 87, 1.3, 2.6 Hl!lfi-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD I5-Q/"T.11-1/F NOZZLES WIN.I'. GAi' .93. 1.23, 1.85, 3.70 1805-SA.\1-PRS 15ESTf15SST POP-UP TURF HEAD W/ N.P. GAi-' .61, 1.2 i 1812-SAM-PRS POP-UP SHRUB HEAD W; RAIN BIRD ~-(lll,'I I NOZZLES WI N.P. CAP .20 .. 30, .40 1812-SAM-PRS POP UP SHAUB HEAil W,' RAIN BIRDS-Q/'f,'H NOZZLES Wt N.P. CAP .26, .35, .S2, 1.0ci ' . I812-S/\M PRS POP-UP SHHUl::l HEAD W1 RAIN BIRD 10-0!T/H/FNOZZLES WI N.P. CAP .39, .52, .7!l, 1.57 1/312-SAM-f'I~~ PDP-UP SHRUB HEAD W1 RAIJ\c BIRD '2-0'T/rilF NOZZLES WI i'l.P. CAP 65, .87, 1.3, 2.6 101~-SAM-PRS POP-UP SHRUB 1-EAD W1 RAH\ BIRD 15 Q,T/HIF NOZZLES W1 NP. CAP .93, 1.23, 1,85.3.70 1812-SAM-PRS 15E$T/15SST/I5CST POP UP SHRUB HEAil WI N.P. CAP .61, 1.27, 1.21 1806-SAM-PRR POI '·UP BUBBLER HEAD WlRAIN BIRO 5FBl5CST-PCS-040 .40 NOZZLES, USE SF-8 NOZZLES FOR Pl AN I HlS WIDER THAN 21/2', USE 5CST-B NOZZLES FOR PLANTERS LESS THAN 2112" WI N.P. CAP 1812-SAM+'I IS l'DP-lJP SHRUB HEAD WITH RAIN BIRD ROTARY NOZZLES R1cl 18 O.iHII-WI N.P CAP 4'.l, .80, 1.6 1812-SAM-PRS POP-I.JP SHRUB Hl:::AU WITH RAIN RlnD ROTARY NOZZLES R17-24QiHIFWI N.P. CJ\P .75, .1.5, 3.0 HEAUS WITH POSSIRI F: LOW HEAD DRAINAGE SHALL UTILIZE THE SAM PAS OP-ION, USE AS REQUIRED TO PREVENT LOW H~D DRAINAGE DRAINAGE 1-112·· RECYCLED WATER IRRIGATION Mnrn WITl-c A 2"' SERVICE LINE, VER!FY SIZE PRESSURE ANO LOCATION IN I II: LD 975XL$ SERIES, 1-1/2'" REDUCED PRESSURE BACKFLOW PRFVFrJrlON ASSEMBLY SOOHLn 1-1.12" PRESSURE REGULATOR, INSTALLED !\S P1\RT OF BACKFLOW ASSf-MBLY Moon #72 BASKET STRAINER, 2· SIZE, WITH FLANGED CONNECTIONS, AND 80 VIESH FILTER ELEMENT 3200-R SERIES 1-1/2"' NORMJ\LLY CLOSED, RECYCLLD WATER, MASTER CONTROL VALVE PSI 30 30 30 30 30 30 so 30 30 30 30 30 30 FS-150, 1-112" FLOW SENSOR. INS-ALL PER MA.NUFACTlJRFR'S RECOMMENDATIONS A'\!D WIRE TO CONTROLLER Wll H t::V-8EN-CAA! I B-6080-SS-SH F,LL POI-tr BRONZE VALVC, STAINI rss STEEL BALL. STEM AND HAND:..E USE ON 2 1(2" MAINLINI:: ANDSMAI I rn, LINE SIZL UP TO 2" USF ~• ON 21/2"" UNE PESB-R-NP-HAN (1"" OR 1-1/2"} SERIES, RECYCLED Wl\TER PLASl"IC HErv10ff CONTROL VALVE, SIZE AS SHOWN 7G45, 1" NON-POTABLE, QUICK COUPLER VALVE WIT>-! PURPLE LOCKING COVER EAGLE RME24EG-SP, 24 STATION CONTROLLER ASSEMBLY, INSTAI I ED Will-JIN STAINLESS STEELPBJESTAL ENCLOSURE, AS PAAl (JI CONTROI.I_ER A3SEMBL Y RAIN SENSOR, RG/RG-VR. MOUNT TO REAR OF ENCLOSURE AND WIRE TO CONTROLLER, INSTALLED WITHII\ VANDAL RESISTANT STAINLESS STEEL EN(;! OSURE 120 VOLT ELECTRICAL POWI r~, PROVIDED BY ELECTRICIAN, VERIFY 4.CTIJALLOCATION II\ FIELD PURPLF Rf:CYCLED WATER PVC PIPE 314" -2"" SCH. 40 AS LATERAL LINl::E WITH 1::0"COVER BELOW GRADE 1-'URPLL nrcYCLED WATER PVC PIPE 2'" -2-1/2'" CLASS 315 /\S MAlr-.LINESWITH U\'"GOVER BELOW GRADE PURPLE RECYCLED WATER PVC PIPE SCI· 40 AS SLEEVING UNDER PEDESTRIAN PAVING, TVl'ICE THE DIA.Ml: I LI! or PIPE OR WIRE BUNDLE CARRIED. PVC PIPE SCH. 80 AS SLEEVINl~ UNDER VEHICLE PAVING, THREE TIMES THE D1!\METER OF PIPE OH WIHl: RUNDLE CARRIED. LATERAL SLEEVE DEPTH UNDER VEHICLE PAVING= 30"", LATERAL SLEEVE DEPTH UNDER f'EDESTRII\N PAVl'.'IG -12", MAINLINI I WIRE SLEEVE DEPT!-: UNDER VEHICLE PAVING =30'". MAINUNI I WIAE SLEEVE DEPTH UNDER PEDESTRIAN PAVING= 78" IRRIGATION CONTROL WIRE #14UF AWG DIREG I l:IUIIIAL (UL APPROVFf)) DBY DIRECT BURIAL WA I Lil-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS RECLAIMED WAI l::l-l 8IGNS, INSTA, I QUANTITY AND LOCATIONS PER CPY AEQUIREMEN-:-s RECLAIMED WATER VALVE I.D. T/1.G INSTALL WI! HIN EACI I VALVE BOXTYP l'IJ I VAi vr ROXES SHALL BE PURPL!:: COLOR CODED ANO MARKED AS REOUIREU CONTROLLER SH/\LL HAVI:: HEGLAIMI[) WATFR PLACARDS INSTALLED AS REQUIRED Rl::CYCLED WAIF"n SIGNS, I1\STALL QUANTITY AND LOCATIONS PER THE CITY OF CARL.SHAil AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMf:.N !AL HEALTH FllQUlnEMENTS FIRE HYDRANT PER CIVIL ENGINEER'S SHEE"I S PROPOSED ELECTRICAL TRANSi OllMLR PER ARCHITFCT'S AND ELECTRICAL ENGINEER'S PL.J\.NS Ac.L EQIJ IPMEN-SHALL COMPLY WITH THE CITY OF CARLSBAD WA H:fi DISTRICT FOR RECYCLED WATER ~-------<CONTROLLER ~-----\/AL V[ NUMBER 20 --G.P.M_ ~-----VALVE SIZE I I RADIUS 5 FT 8 FT 10 FT 12 FT 15 FT 4X1~ F-I 4X30 FT, 5FT 8 FT 10 FTf 12 Ff 1~ 1H 4X~ 5 FT 4~0FT JjFT ,15r ·21 FT I I REFER TO STREETSCAPE IMPROVEMENT PLANS BY TESHIMA DESIGN GROUP FOR PROPOSED STREETSCAPE IRRIGATION AND PLANTING. CITY OF CALRSBAD LANDSCAPE IMPROVEMENT DRAWING #409-1L. ALL STREETSCAPE IS TO REMAIN UNDISTURBED UNLESS IT IS IN DIRECT CONFLICT WITH THE PROPOSED HARDSCAPE PLANS. KEYMAP NOTTO SCALE I I I I • I I j ' ,. . / r---,, __ _ ''{~ i ~ '"?6" ' : ,, -44--~ ,., 1;,. 7"--_ ' J~:i,i '; -> ,:,/~!~,; ,; '. ---•-· . i ff 0 10 20 40 SCALE AND NORTH 60 Smith Consulting Architects 12220 El Ccmino Real s,uite 200 S2n Dicqu C:al'fornia 92J30 (858)793 4777 Fax (8581793 4787 0--,, __ ,,,-::::.,,_--~,-:.,~.,:tic,.# "2°-112"MAINLINE WI WIRES , m:-- f\OTE: _-::.:f::,::~_ -~ _;--_. ---·-~--_:t -~-:~1 __ -t-,,-___ ,,,____,_ ~ I , "'~-,. I ~ ~~~~",i,'Cf ~-·~~' , ~-~-s,.;_L ----J.~~~~< -~k, ·,11 'L,,_;-~-·-1,·11eJ ;,, ) ,, C\U '•·-L. il&J / L:J": ~1,,1, I ·,,, • -:..,[J,J ;,~~~ -.:!! : ~:~:]: I 'I ---. ,,, j ,, ------'r· ---.L-1f --,7 I , ~~°'-:,(__ -,.~:"~~--~ ,a-:.' l _➔?1,--.-~ :'"X.'U!JST ;-;_;r.: AOJ.i\C :=_:+;'! :~:-:s·r·:__;,c-r:::-3h) C >::k; ;f-✓i'-2 ii?i-iiG.A"iTUi'J t~V:~ ·:-;:_+:ts {} 'A LH-<.0. !✓:-:--:\\i i,JANf,;r~-Fi ?-~ ,,J,-!C.:\S VJHFRE CONSTPUGT!Of-j DIST; 1Ff8:3 THE AD',"'., ~~ -/4'" ._,, :3,A!D !~~F~CJ\T/)f✓ R;•:0 A!RS SHA .. L GONFOPf,,:i ,:--; Ct1PfF-+ i CT'! er, ,\f·.aU/\FT'? ":f-H;i-V f-,i ! 1_/i_V(); r· \l Flt:LD St,JFf-! CfA.n-.-f::_'<'S ;:;: l'<HOntZ:f:::D i"' -L~:C.\fL>."'.T-/C --,1:qc1i·, ; ;, , (Avl:\,1U·,L 'PAJh'·- C ~)NTHAGTOf13, t_>JD CAP Of:'.'.F EX\STiNCJ !Fi·-s:Gif- ,--,---, ,, ; '; \; .. n_ :,, 38 -~--~-~1~ 4 MAJNLIN~~--.,;;J",-'.' 7t.;:---:'"';::,,,, ,, ' --' --:~::-~~if •c:~1 "(---¾---- !42 R I D G E LANDSCAPE ARCHITECTS 755 Ralntree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 760 4381155 www .ridgela.com ' ---- 41 9 ~ I LU I~ z I _J II 0 \() '[ ,<'.~F: -·-n C, ) "l' ' ' , ~,-,; C)E;,S -,c,o Sf"'T:r,c+:; \';-,1/;T )-//',Y ,_}'_, .. , C:(-LL1.,;, :,::~ ::_;:,~ t \,~-:-·; i.fi\A!TF --;:-p~: --,;.·o~,:,~~Lcl~-~'{i1EA0 L,ifVOUT Virn~ OV,.!~vEff:.:.; f\lF0UR!ZED ?Ef~ifW".:'.ENTIC!\/E t'.l;,'.{1£'.'<-· (::; GQf·✓iMENCH"-lC' r:;-,--,.~ Li\, PROPOSED BUILDING Ii v;/t"Y t<,i DF( ;:;;..::;:: ;~,P(' HE::\[, ,' t. ., aT.\ '-o/::\ '!-f-'."'':": l cs;-STRUCT!(.,'-. ·; ;_;,;:.: •As BUILT l~/ REVIEWED BY: INSPECTOR ~/2/4--, ff,;JF+- R.C.E. _______ _ 8 1..:,-1 DATE I I I I I I I I I I I I I I I '~>:Y·.rn---0 Ac;·"tUR ::: /\( l ';TRWY /', SFF CGf-.j!)(CiQN~ i::::H:::tt_,,., :1>/ TH2:: 1_}V\i!·,,i&'.R'~~-:; , r·rK; -;!.::Lu RE::':-~~~:,_:::: ·,1 ··,:\1Nr \. __ NOTE: DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR RUNOFF. THERE ARE NO OUTSIDE DRINKING FOUNTAINS ON THIS SITE. FOR IRRIGATION LEGEND SEE SHEET 7 FOR IRRIGATION DETAILS-SEE SHEET 8 FOR IRRIGATION NOTES -SEE SHEET 9 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 13-16 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE IRRIGATION PLAN OPUS POINT LOTS 5-6 3193 LIONSHEADAVENUE ~-+--+-----------,----, [(,..,l._ ~ 4t-e{{...;-\\-g.1, .. 1 I APP~9_vc9. I 1---1--+---------------r-, ~P~LA=NN=l=NG=;:,;,::;===,;======::::::::=====:='7r~O~A~TE~======; OWN 9Y _ _,_W~M~-PROJECT NO. 11 DRA-NO. CHKD BY_R_S__ PIP0517 436-6L FIELD BY .. DATE BY DESCRIPTION APP'D REVISIONS CMWD# - (RECYCLED WATER) IRRIGATION MATERIAL LEGEND SYMBOL Q T '-l F MANUFACT. MODEL NO./ DESCRIPTION GPM PSI RADIUS <-' e e o • NOSYMROI RAIN BIRD R/\lN B!RD RAIN BIRD IIAIN HIRn RAIN RIRO RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD HAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD P.O.C. WILKINS WIIKINS HAYWARD .20, -30, .40 26 -35, .5?, 1_05 _J9, .5? •. 79, 1-57 _65, .87, 1.3. 2.6 30 30 30 30 1806-SAM-PRS POP-UP TURF HEAD W/ HAIN BIRD ~-OiT/11 NOZZLESW/ N.P. CAP 1fJ06-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 8-0/T.'HIF NOZZLES WI N.P. CAP 18ClG-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 10--QtTiH/F NOZZLES W1 N.P. C/\P 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 12 OOiHIF NOZZLES WI N.r'. CAI' 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD lt> CYl1I-./I-NOLLLES WIN.I' CAP 1806-SAM-PRS 15EST.IISSST POP-UP TURF HEADW,1 N.P. CAI' .93, 1 .23, 1.85, 3.70 30 .61, 1.21 .20, .30, .40 .26 •. 35, -52, .1.05 .cl'.l, .52, .79, 157 30 30 30 30 30 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN !:JIili) 5-urrn--l NOZZLES W/ N.P. CAP 1812-SAM-PRS POP-UP SHHU!:l Hl::AD WI RAIN Rlnne-O'TIH NOZZLES Wi N.P. CAP 1812-SAM-PRS POl'-UI' SHRUB HEJ\D WI RAIN BIRD 10-0/T4-l/F NOZZLES WI N.P. CAP 1812 SAM-l-'H8 POP-IJf' SI 1nuR HEAD WI RAIN BIRD 12-0/T,IH/F NOZZLES W/ N_P_ CAP 7812-SAM-1'118 POP-I JP SHRUR HEAD WI RAIN BIRD 15-0/T.4-l/F NOZZLES W/ N.P. C/\P ; 81 ?-SAM-PR$ 15EST/15SSTi1 SCST POP-UP SHRUB HEAD WI N.P. CAP .93, 1.23, 1 _as, 3.10 30 806-SAM-PRS POP-UP BUBBLER Hl::AU Wi RAIN 31R[) 51F1'5CST-PCS-040 NOZZLES, USE GF-8 NOZZLES FOR PLANTERS WIDER THAN 2'/2. USE 5CST-B NOZZLES FOR PLAN I !:cHS LEb8 THAN ?1/?' WIN P. CAP 1812-SAM-PRS POP-UP SHRUB HEAD WITH RAIN ~IHI) HOT ARY N0771 rs R13-18 O!HiF WI N.P. CAP 181 ~-SAM-PRS POP-UP SHRUB HEAD WITH RAIN BIRD ROTARY NOZZLESR17 -24 Q/H1F W/ NJ'. CAI' HEADS WITH POSSIBLE LOW HEAD DRAIN/\GE SHALL UTILlll:: I HI:: SAIIA•PnSOPTION, USE:. AS 1-11::OUIRED TO f'Rf"Vf':NT LOW HEAD DRAINAGE DRAINAGE 61,121, 1.21 .40 .40, .BO. 1.6 75,-1.5,3.8 1-7/2" RtGVGI 1-0 WATER IRRiGATION METER WITH A 2• SERVICE LINE, VERIFY SIZE, PRESSUREA'l!U LOCATION IN FIELD 975XLS SERIES, 1 112'· REDLCEO 1-'RESSlJRt RACKFLOW PREVENTION ASSEMBLY 500HI R 1-i/2'' PRESSURE REGU'J\TOR, 11\STALLED AS PART OF BACK.FLOW ASSLMBLY MODEL #72 BASKlc STRAINER, 2" SIZE. WITH FLANGED CONN.l::C I IONS, AN() 81) MESH FIL TEA ELEMENT 320~-R SERIES 1-1/2"' NORMALLY CLOSED, RECYCLLU WAI Er-I, MASTFR CONTROL VALVE 30 30 30 30 5FT 8 FT 10 FT '2 FT 10FT 12FT 15 FT 4X15 FT -4X30 FT 3 FT 16 FT 21 FT I SUPERIC'fl. RAl'>J MASTER WATTS FS-150, 1-1,12" FLOW SENSOR, INS-/\LL PEI'< MANUFACTUREn'S nrcm-1MENDATIONSAND WIRE TO CONTROLLER WITH EV-SEN CABLE 5-6080-SS S'i FULL PORT l:lHONLE VALV[, STAINLESS STFFI RA! I, STEM AND HANDLE USE ON 2112" MAINLINE AND SMALLER. LIN[ ~IZ[ UP TO 2" USE .2' ON ?1i?" llNE • @ 1c) ~O SYMBOL J\O SYMBOL J\O SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL H RAIN!:llHU NLL2:;0N R/\IN M/\STER w.c.s. AS APPROVED AS APPROVED AS APPROVl:.U AS APPROVED 3M AS Al-'1-'HOVED T.CHRIS"""Y'S AS APPROVED /\S /\PPROVED AS /\PPROVED AS APPROVED AS APPROVED PESB-n-Nf'-HAN 11" OR 1-· /2") SERIES, RECYCLED WAIER. PLASTIC REMOTE CONTROL VAi VI SIZE AS3HOWN 7f:4ci, ·" \ION-POTABLE, QUICK COUPLER VALVE WITH PURPLE LOCKING GOVl::H EAG~E RMI ?4FG-3P 24 STATION CONTROLLER ASSEMBLY. INSTALLED WITHIN STAINLE&S8Tl 11 l'I DEST AL ENCLOSURE, AS PI\RT OF CO!'I/TROLLffi ASSEMH, Y RAIN SENSOR, RG/HG-VH, MOl/r,,,fT TO nr:AR OF ENCLOSURE AND WIRE TOCONTROL:..ER, INST/\LLED WITHIN VANDAL RES.STANT STAINLESS STEEL ENCLOSURE 120 VOLT ELEC-RICAL POWER. PROVIDED BY ELECTRICIAN, VERIFY ACTUAl_ LOCATION IN FIELD PURPLE RECYCLED WATER PVC P1f-'I. :114" -?" SCH. 40 AS LATERAL L!NESWlTH 1Z'COVER BELOW GRADE PURPLE RECYCLED WATER PVC PIPE 2'" -~ 1/2' GLA88 315 AS MA!NL:t.ES w,n.; 18" COVER BELOW GRADE l'UI ll'LL RFCYGI FD WATER PVC PIPE SCl-i. 40 AS SLEEVING UNDER PEDESTRIAN PAVING, I WICE THE rnAMETER OF PIPE OR WIRE BUNDLE CARRIED. 1--'VC PIPE SCI I 80 AS SLEEVING UNDER VEHICLE PAVING, THREE TIM ES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. LATERAL SLEEVE DEPTH UNDER \/El IICI.I:: PAVING =30", ~TERAL SLEEVE DEPTH UNUl::H 1-'!::DESTR!AN PAVING= 12", MAINLINE /WIRE SLEEVE DEPTH UNDER VEHICLE PAVING-3lJ" MAl!'IILINE i WIRE SLEEVE DEPTH UNDER PEDESTRIAN PAVING-18"" IRRIGATION CONTROL WIHI:: #14UF AWG rnnrcT BURIAL (U.L. APPROVED", OBY OIHI G-BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS RE'GI AIMrD WATER 31GNS, INSTALL QUANTITY AND LOCATIONS PER CITY REQUIREMENTS RECLAIMED WATER VA_Vf:. 1.U. I AG INSTAI I WITHIN EACH VALVE BOXTYP. ALL VALVE BOXES SI--ALL BE PURPLE COLOR CODED AND MAHKl::U M3 Hl::ULJIREO CONTROLU::H SI IAI I I IAVI HF.CLAIMED WATER PLACARDS INS~ALLED AS REQUIRED RECYCLED WATER SIGNS, INSTALL QUANTITY A!'JD LOCATIONS PER THECITYOFCARLS~AUAND SAN D!EGO COUNTY DEPARTMENT OF ENVlHONMl::NTAL 1 \LAL TH REOlHRFNFt..:TS FIRE HYDRAN-PER CIVIL ENG!NEER"S SHEETS PROPOSED ELECTRICAL TRANSFORMER PER ARGHITEG r ·s AND ELECTRICAL ENGINEER"S PLANS • ALL EOLJIPMINT Sf-aALL COMPLY WITH THE CITY OF CARLSBAD WATER DISTRICT FOO RECYCLED WAI I I l ~-----CONTROLLER ~-----vALV[ NUMBER 20 -GPM t----.--- ~----VALVE SIZE =r REFER TO STREETSCAPE IMPROVEMENT PLANS BY TESHIMA DESIGN GROUP FOR PROPOSED STREETSCAPE IRRIGATION AND PLANTING. CITY OF CALRSBAD LANDSCAPE IMPROVEMENT DRAWING #409-1L. ALL STREETSCAPE IS TO REMAIN UNDISTURBED UNLESS IT IS IN DIRECT CONFLICT WITH THE PROPOSED HARDSCAPE PLANS. KEYMAP CD LO 1-w w I Cl) ill ill Cl) I WI ~I I-I ~· I I I I I I I I NOTTO SCALE 0 48' LIONSHEAD AVENUE 10 20 PROPOSED BUILDING /"3:._.1 , 34 ' r ~~-•" -'}-- .. ,,,_ '·°89:;~:.-~_·,·_· ' "' 2-1/2" MAINLINE =W(WR§lil'fl'. y-- r----.;.-.c:·:..,,~~ ·9··•··~·-•o,-;,-··-· ~,-· - 40 60 Smith Cqgsulting Architects 12220 El CaminCI Red SJite 200 San Die-;,oCalifqrnia 82130 1858)793-4777 Fax l.858.17H3-4 nrr SCALE AND NORTH 52 J---2-1/2" MAINLINE W/ WIRES , TYP. 2-1/2" ,IAAINLINE V\'twlRES, TYP. ---- ■ ·~:.·;-,-, --- ----·· --, L-~~ "· •• :,. " --------s l '' .-,O ~,,·, ' .-, , FOR LANDSCAPE IRRIGATION LEGEND SEE SHEET 7 FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEET 8 FOR LANDSCAPE IRRIGATION NOTES & CALCULATIONS -SEE SHEET 9 R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 3:10 Carlsbad, CA 92009 Tel 760 438 1002 Fax 760 4381155 www.rldgela.com ·As BUILr Cfiu~ !1:i~-If idtJ7 R.C.E. _______ _ REVIEWED BY: @,-i~ INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS .t.PP'D . , ,,,·,,,, -,,·,,, ,;-- :'\ YC; E>:c:a"G 1\i(A-:;;.,: s cu= --.. ,, ,,,, ,,, \. ✓ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~II CITY OF CARLSBAD Pl.ANNING DEPARTMENT 118HE1~ I LANDSCAPE IRRIGATION PLAN OPUS POINT LOTS 5-6 3193 LIONSHEAD A VENUE DWN BY_~W~M~-- CHKD 8Y_ccRc:.S __ FIELD BY CMWD# PROJECT NO. PIP0517 11 DATE DRAWINCil NO. 436-6L 0 10 20 40 60 KEYMAP NOT TO SCALE SCALE AND NORTH l Q V 2'-,-0" IF.OQ. I 0 OPUS ® Opus Architects & Engineers , Inc. 2555 EAST CAMELBACK RD SUITE 800 PHOENIX, ARIZONA 85016 602-468-7000 602-468-7010 FAX / / I / / I I / \\j .. -:L .. -- R I D G E L ANDSCAPE ARCH I TECTS 755 Raintree Drive, Suite -300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 760 4381155 www.ridgela .com i i ' i ! ' / , f L .... -·-·;_.. . \ ' 1 ! \ \ ' i I .. L .. ---1.. ·As BUILr \ \ \ \ \ ~'1114¥) ~ Ji,e'.I:. f.LA. #ttxtf R.c.E. ____ _ REVIEWED BY, INSPECTOR \ \ \ \ \ \ \ SYMBOL AS-BUILT IRRIGATION LEGEND QT b .. .ci.. vw Lin .. '.! C"I ....... ,:, ,, ~ " ~ ,-·•, •J .. H F MANUFACT. .,._L, RAIN BIRD ~~ RAIN BIRD RAIN BIRD ~ ill! RAIN BIRD ,~,;;, RAIN BIRD . A. RAIN BIRD e • RAIN BIRD e • RAIN BIRD ,··, , .. + RAIN BIRD " "' RAIN BIRD P.0 .C. RAIN MASTER WILKINS MODEL NO./ DESCRIPTION 1806-SAM-10-LA-PCS-020/030/040 POP-UP TU RF HEAD W/N.P. CAP 1806-SAM-10-LA-PCS-040/060/090/175 POP-UP TURF HEAD W/N.P. CAP 1806-SAM-12-PCS-060/090/125/260 POP-UP TURF HEAD W/N P CAP 1806-SAM-15-PCS-090/125/175/370 POP-UP TURF HEAD W/N.P. CAP 1806-SAM-15EST/SST-PCS-060/125 POP-UP TURF HEAD W/N.P. CAP 1812-SAM-10-LA-PCS-020/030/040 POP-UP SHRUB HEAD W/N.P. CAP 1812-SAM-10-LA-PCS-040/060/090/175 POP-UP SHRUB HEAD W/N.P. CAP 1812-SAM-12-PCS-060/090/125/260 POP-UP SHRUB HEAD W/N.P. CAP 1812-SAM-15-PCS-090/125/175/370 POP-UP SHRUB HEAD W/N.P CAP 1812-SAM-15ESTISST-PCS-060/125 POP-UP SHRUB HEAD W/N.P. CAP 1-1/2" RECLAIMED IRRIGATION METER WITH 2" SERVICE LINE GPM .20, .30, .40 .39, .52, .79 , 1.57 .65, .87, 1.3, 2.6 .93, 1.23, 1.85, 3.70 .61, 1.21 .20, .30 , .40 .39 , .52 , .79, 1.57 .65 , .87 , 1.3, 2.6 .93 , 1.23, 1.85, 3.70 .61 , 121 DX48-SPED, EVOLUTION DX SERIES , 48 STATION CONTROLLER ASSEMBLY 975XLS SERIES, 1-1/2" REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY If! 1'.71 IEI @ SUPERIOR 3200-R SERIES 1-112" NORMALLY CLOSED, RECYCLED WATER, MASTER CONTROL VALVE • E3 FS-150, 1-1/2"FLOWSENSOR •' 7645, 1" NON-POTABLE, QUICK COUPLER VALVE WITH PURPLE LOCKING COVER PESB-PRS-D-NP-HAN SERIES PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN WIRE PULL BOX - RAIN MA STER NELSON RAINBIRD CARSON WATTS B-6080-SS-SH FULL PORT BRONZE BALL VALVE -AS APPROVED RECLAIMED (PURPLE) WATER PVC PIPE 2-Y;," CL. 315 AS MAINLINES 18" BELOW GRADE CONTROLLER/ ------VALVE NUMBER ~-G.P.M. '------VALVE SIZE RADIUS 5 FT 10 FT 12 FT 15 FT 4X15 FT 4X30 FT 5 FT 10 FT 12 FT 15 FT 4X15 FT 4X30 FT 'S .-------------------.111\ ..c::: APPROVED FOR PLANTING AND I V!l IRRIGATION ONLY, INCLUDING PRECISE .:.C, LOCATION OF PLANTING AREAS . 1r , REv1s10Ns MusT BE APPROVED BY p'J9Llc HEALTH ENGINEER. ~I =..,.=~--=·=='-ll===~=ITY= ·~=~~o~F=_=c=A=-~=Ji=S==' M=BAD=·= .... ======-1 =I •==2~·=•~1 ~2• ~(;" ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO . ,-...,.... -.-_.. • . IMPLEMENTATION IN FIELD. 1-1-,2-s,-01,---R-,-s""1 _R_E_V_IS_E_D_P_A-RK-I-NG_&_P-AT-IO-LA_Y_O_U_T ____ ---,--LANDSCAPE IRRIGATION AS BUILT PLAN DATE BY DESCRIPTION APP'D REVISIONS OP US POINT LOT 25 3115 MELROSE DRIVE I APPn~tt q-~4t 1 -tvo, I DATE PLANNING DWN BY I 1'111 C ftC'P NO. 11 --NO. I I CHKD BY RS FIELD BY PIP0516 434-6L I I\◄ 091407 J -QCV 11'-0 " '••· -;:i-.. B.0.W. ·-·<>. -.. -.. ... -~(>:_··~-... .,,, ,«·•· ,, ... } ·· .·~-~:~":_:=:· ... ~:- PULL BOX J'-o" B.0.W. MANIFOLD 1 '-0" B.0.W. j ocv o'-o" F.O.C. i -;- MATCHLINE -SEE SHEET L3.1 / II) -,, ........ ")'"'"" . -··-·-·-1---...... -m D ' " --.. ; ~---i···l-·_·!'-..,/,.l\~~~--~.~I ==-·1 -;L M~?~J~ ;;P~~-. -, ----- '\: o·-·----·--' 71- Lf } __ ,~ ! ! N/A N/A 0 -------------::-:-:--------- \j1~6~2 ~· \\\\===~,g~g;• iiiii··;···;· ·;· ;··;··;·;·;··j··11j· t · _-::~-:-:=:-~-=~::::-_____ - 275 N/A 10 20 40 60 i OPUS ® Opus Architects & Engineers, Inc. 2555 EAST CAMELBACK RD SUITE 800 PHOENIX, ARIZONA 85016 602-468-7000 602-468-7010 FAX KEYMAP NOT TO SCALE SCALE AND NORTH 1 ' 1 ' I I ~ I GV 17'-0" ~ F.0.C. N/A R I D G E LANDSCAPE ARCH I TECTS 755 Rain1Jee Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 760 4381155 www.ridgela.com j i ! ' / I i , I I ! . ! / / i i i ' ! I j , I j I / j SYMBOL AS-BUILT IRRIGATION LEGEND Q T H F MANUFACT. MODEL NO./ DESCRIPTION GPM k ... ,, .. 0. RAIN BIRD 1806-SAM-10-LA-PCS-020/0301040 POP-UP TURF HEAD WIN.P. CAP .20, .30, .40 V ''17 ~ W RAIN BIRD 1806-SAM-10-LA-PCS-040I0601090I175 POP-UP TURF HEAD WIN.P. CAP .39, .52, .79, 1.57 [J RAIN BIRD 1806-SAM-12-PCS-060109011251260 POP-UP TURF HEAD WIN.P. CAP .65, .87, 1.3, 2.6 ['I ['l l""I ■ RAIN BIRD 1806-SAM-15-PCS-0901125I1751370 POP-UP TURF HEAD WIN P CAP 1806-SAM-15ESTISST-PCS-060I125 POP-UP TURF HEAD WIN.P. CAP .93. 1 23 , 1.85, 3.70 ~:;, RAIN BIRD .61, 1.21 .. ----RAIN BIRD 1812-SAM-10-LA-PCS-0201030I040 POP-UP SHRUB HEAD WIN P CAP 1812-SAM-10-LA-PCS-040I060I090/175 POP-UP SHRUB HEAD WIN.P. CAP 1812-SAM-12-PCS-060/090/125/260 POP-UP SHRUB HEAD W/N.P. CAP 1812-SAM-15-PCS-090I125/175I370 POP-UP SHRUB HEAD W/N.P. CAP 1812-SAM-15EST/SST-PCS-060/125 POP-UP SHRUB HEAD W/N.P. CAP 1-1/2" RECLAIMED IRRIGATION METER WITH 2" SERVICE LINE .. 20, .30, .40 -~ . , ('\ ,· '-..} ~ ... ..• ~"' C· C .. , @ ~ IE 121 IEI @ • RAIN BIRD .39, .52, .79, 1.57 • RAIN BIRD .65, .87, 1.3, 2.6 + RAIN BIRD .93, 1.23. 1.85, 3. 70 ... RAIN BIRD .61 , 1.21 P.0.C. RAIN MASTER DX48-SPED, EVOLUTION DX SERIES, 48 STATION CONTROLLER ASSEMBLY WILKINS 975XLS SERIES, 1-1/2" REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY SUPERIOR 3200-R SERIES 1-1/2" NORMALLY CLOSED, RECYCLED WATER, MASTER CONTROL VALVE RAIN MASTER FS-150, 1-1/2" FLOW SENSOR NELSON 7645, 1" NON-POTABLE, QUICK COUPLER VALVE WITH PURPLE LOCKING COVER • RAINBIRD PESB-PRS-D-NP-HAN SERIES PLASTIC REMOTE CONTROL VALVE. SIZE AS SHOWN E3 CARSON WIRE PULL BOX -WATTS B-6080-SS-SH FULL PORT BRONZE BALL VALVE -AS APPROVED RECLAIMED (PURPLE) WATER PVC PIPE 2-Y," CL. 315 AS MAINLINES 18" BELOW GRADE CONTROLLER/ ~-----VALVE NUMBER ~-G.P.M. ~-----VALVE SIZE NOTE: POINT OF CONNECTION SHALL BE A 1-1/2" RECYCLED WATER METER WITH 2" SERVICE LINE . STATIC WATER PRESSURE DESIGN WATER PRESSURE MAXIMUM SYSTEM DEMAND RESIDUAL PRESSURE 123 PSI 72 PSI 46GPM 51 PSI RADIUS 5 FT 10 FT 12 FT 15 FT 4X15 FT 4X30 FT 5 FT 10 FT 12 FT 15 FT 4X15 FT 4X30 FT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . • AS eu I L r REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER. :=I =•=15=•=· ::::lc:I ===~=•=TY &=U~~~=F=~c=AR~=&=-LS=BAD·=~===:!.!l l=·=~•0=•·=1 ASST PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO . .-....... ""' ""' -. r-;t., IMPLEMENTATION IN FIELD. (Jit,1 wry= ) ttft ~1°'/2::5::.:I0:.;.7+.:R.:;S'-+".,.1 "'R.:;E=.V:.;.I S:::E:::D::..:.;PA..::R.::K.::.I Nc:.G::.::&c:.P.:..Ac:.T:.::10:.:LA=Y.::O.::Uc:.T _____ l---LANDSCAPE IRRIGATION AS BUILT PLAN OPUS POINT LOT 25 3115 MELROSE DRIVE r..d: ,-./,A. fl:2/lf/ R.C.E. ____ _ REVIEWED BY: i'i-1.. ( 4-, ~l~-tr INSPECTOR l---+-+------------4--1 APP1,;f.., ( 4:. E:fl..o'JI "1•-Z..~-0'7 :=· P::::LA:::::::N:::::Nl::::N::::G===::;-;::======:;-;:::=:D=:A::::T:=E===:::: 1·2-u·'111-l---□=•T=[=~=B=Y~===============□=E=S=C=R=IP=T=IO=N=================~=·=p=p=•D:= DWN BY_____ Pl'IC acT NO. II --NO. CHKD BY RS DATE REVISIONS FIELD BY PIP0516 434-6L L32 • - 091407 \ I I I / ' \ \ \ N/A I I I N/A -------~ ----··N/A- -f----'i' I I \ \ \ 0 10 20 40 KEYMAP NOT TO SCALE SCALE AND NORTH I I t C20 N/A N/A REVIEWED BY, 60 DATE BY DESCRIPTION APP'O INSPECTOR REVISIONS APPROVED ( 11J.., 6--E:}1-1- PLANNING OWN BY•---=---CHKD BY __ R_S __ _ Fl£LO BY l'RC.-cTNO. PIP0516 11 DATE ----434-6L I ,. ,. 091407 ' I WATER PRES<:URE uALCULATIONS POC NUMBER 1 POC SIZE 1-112" HYDRAULIC GRADE LINE 66 POC ELEVATION 374 ELEVATION DIFFERENCE 28 STATIC PRESSURE /PSll 123 REMOTE CONTROL VALVE# A2 REMOTE CONTROL VALVE SIZE 1-1/2" RC.V. DEMAND •GPMl 41 TOTAL DEMAND (GPMl 41 RCV. ELEVATION 392 STATIC PRESSURE AT R.C.V 116 SIZE DESCRIPTION PSI LOSS 2" SERVICE LINE 1 0.7 PSI 1-112" WATER METER 2 3.6 PSI 1-112" BACKFLOW PREVENTER 2 1?.0 PSI 2" BASKET STRAINER 3 1.0 PSI 0" BALL VALVES 4 1.0 PSI 1-112" MASTER CONTROL VALVE 5 2.0 PSI 2-112" IA10 FEET OF MAINLINE: TYPE "'·L-315 6 4.8 PSI 1-112" REMOTE CONTROL VALVE 8 2.7 PSI 10% LATERAL LINE LOSS 9 3.0 PSI 10% FITTING LOSS 10 3.1 PSI 18 ELEVATION CHANGEIP.0.C. TO HIGHEST HEADl 11 7.8 PSI TOTAL SYSTEM PRESSURE LOSS ISUM OF #1 THRU #111 12 41.7 PSI PRESSURE REQUIRED AT HEAD 13 30.0 PSI TOTAL PRESSURE REQUIRED /SUM or #12 AND# 13) 14 71.7 PSI STATIC WATER PRESSURE IFROM ABOVEl 15 123.0 PSI RESIDUAL PRESSURE/SUBTRACT# 14 FROM# 15\ 16 51.3 PSI SET PRV OR MCV AT 1# 14 PLUS 10 PSI\ 17 82.0 PSI PRESSURE BOOST IF REQUIRED 1#14-#15 + 20 PSI\ 18 NIA PSI i ' ' LANDSCAPE IRRIGATION WATER ANALYSIS PROJECT: OPUS Point • Lot 25 Carlsbad, Catllomia Project ETo: 42.80 MAXIMUM APPLIED WATER ALLOWANCE: (GALLONS PER YEAR) MWA=(ETo)x(0.5)x(Total Sq. Ft.)x(.62) 42,80 X 0.8 X 44,352 X 0.62 = 941,540 Gal.lYr 2.89 Aore Feel/Yr, , Tolal Project Acreage 1.02 ESTIMATED APPLIED WATER USED: (GALLONS f>ER YEAR) EWU•(ETo)x(Plant Factor)x(Hydrozone S~. Ft.)x(.82) Irrigation El'llcl1111cy HYDROZONE # 1: (Shrub area with Spr,jy Heads) 42,~ ~ 0.4 X 39 1166 X 0.62 • !93,891 Oal./Yr 1.82 Acre Feel/Yr, 0.7 I HYDROZONE # 2, (Turf Area with Spray Heed1) 42,8 X 0.9 X 5,186 X 0.62 • 176,934 Gal./Yr 0.54Aore Feet/Yr. 0.7 MAXIMUM APPLIED WATER I 941,540 Gal./Yr I 2.89 Acre Feet/Yr, I TOTAL ESTIMATED WATER USE: I 770,825 Gal./Yr I 2.37 Acre Feel/Yr, I ! NOTE: THESE SUGGESTED RUN TIMES ARE FOR REFERENCE ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO VARYING SITE CONDITIONS. CONTRACTOR SHALL ADJUST RUN TIMES AS REQUIRED TO PROVIDE APPROPRIATE WATER FOR EACH VALVE CIRCUIT. Racewav Lot 25 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Total: lrri□ation Schedule 6 Davs week ETo/Mo 2,2 2.6 3.4 ~.7 4.9 4.6 4.6 5.1 4.1 3.3 2.4 1.9 42.8 POC #1 I Conlroller "A" ETo/Dav 0.08 0.11 0.13 0,14 0.18 0.18 n.17 0.19 0.16 0.12 0.09 0.07 Tv-AKc Pr Rate IE Shurb Snrav 0.4 1.74 0.7 1.6 2.1 2.5 o.8 3.6 3.5 ~-4 3.7 3.1 2.4 1.8 1.4 Min/Dav 36 Dtv_ of Valves Tolal Run llmes 58 77 89 101 129 126 121 134 112 87 65 50 Total Min/Dav Turf Sorav I 0,9 I 1.74 0,7 3,6 "4.8 5.6 8.3 8.0 7.E 7.6 8.4 7.0 5.4 4.1 3.1 Mln/D.., 5 Qtv. of Valves Tolal Run Times 18 24 28 32 411 39 38 42 35 27 20 16 Total Min/Dav Shrub Bubblers 0.4 3 1 0.7 0.9 1.0 1.1 1.5 1.4 1.4 1.5 1.3 1.0 0.7 0.6 Min/D""' 1 Qtv. of Valves Tolal Run Times 1 1 1 1 1 1 1 2 1 1 1 1 Total Min/Oav Total Valveg: 42 TOTAL RUN TIMES /HRS , 1.3 1.7 2.0 2.2 2.8 2.8 0.7 3.0 2.5 1.9 1.4 1.1 I I JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC -◄l OPUS® FOR LANDSCAPE IRRIGATION PLANS -SEE SHEETS L3.1 -L3.3 (7-9) Opus Architects & Engineers, Inc. FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEET L4.2 (11) FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET L4.3 (12) 2555 EAST CAMELBACK RD SUITE 800 PHOENIX, ARIZONA 85016 FOR LANDSCAPE SPECIFICATIONS-SEE SHEETS L7.1 -L7.4 (17-20) 602-468-7000 602-468-7010 FAX ! I I, ,, I I, I I ' ! ---- ' (ffi ~p~ (;j 1/ ~ ':~ 8 ~~ i ... (~,a~ • "'4;--~ s;(D~ "&::,+'"-" OF CAI-\'i • I I '' I ' i I I (RECYCLED) IRRIGATION MATERIAL LEGEND SYMBOL Q t H F MANUFACT. MODEL NO. I DESCRIPTION GPM PSI RADIUS DETAIL lo.. ... A RAIN BIRD 1808-SAM-PRS POP-UP TURF HEAD WI RAIN l!!IRD 5•0/Tlt-l NOZZLES WI N.P. C,t,P .20, .30, .40 30 5FT A ~ ~ ~ • RAIN BIRD 1806-SAM-PRS 'POP-UP TURF HEAD WI RAIN! BIRD &-0/TIHIF NOZZLES WI N.P. CAP .:ze, .35, .52, 1.05 30 SFT A t, ~ .,, ,, RAIN BIRD 1808-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD 10-0/T/HIF NOZZLES WI N.P. 1CAP .39, .52, :rt, 1.57 30 10 FT A [:3 t3 E3 Rl RAIN BIRD 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD 12-0/TIH/F NOZZLES WI N.P. CAP .65, .87, 1.3, 2.6 30 12 FT A ~ ~ ~ ■ RAIN BIRD 1806-SAM-PRS POP-UP TURF HEAD WI RAIN BIRD 15-0/TIHIF NOZZLES WI N.P. CAP .93, 1.23, 1.85, 3.70 30 15 FT A l"'I I.iii RAIN BIRD 1808-SAM-PRS 15EST/15SST POP-UP TURF HEAD W/ N,P. CAP .e1, 1.21 30 4X15 FT A 4X30 FT ' IL ---... RAIN BIRD 1812-SAM-PRS POP-UP SHRU!! HeAD WI RAIN !!IRD 5-Q/TIH NOZZU!S W/ N.P. CAP .20, .30, ,40 30 5FT A (9 (9 a 0 RAIN BIRD 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 8-Q/TIH NOZZLES WI N.P. CAP .:ze, .35, .52, .1.05 30 6FT A () 1' e • RAIN BIRD 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 10-0/T/HIF NOZZLES WI N.P, CAP .39, .52, .79, 1.57 30 10 FT A (J i& e • RAIN BIRD 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 12-Q/T/H/F NOZZLES WI N.P. CAI' .65, .87, 1.3, 2.8 30 12 FT A i 0 I\"! e Eli RAIN BIRD 1812-SAM-PRS POP-UP SHRUB HEAD WI RAIN BIRD 15-0/T/H/F NOZZLES WI N.F'. CAI' .93, 1.23, 1.es, 3.70 30 15 FT A ., ... -RAIN BIRO 1812-SAM-PRS 15ESTl15SST/15CST POP-UP SHRUB HEAD W/ N.P. CAP .61, 1.21, 1.21 30 4X15 FT A 4X30 FT ., RAIN BIRD 1808-SAM-PRS F'OP-UP BUBBLER HEAD WI AAIN BIRD 5FB/5CST-PCS-040 .40 30 3 FT A NOZZLES, USE 5F-B NOZZLES FOR PLANTERS WIDER THAN 2112', USE 5CST-B NOZZLES FOR PLANTERS LESS THAN 2112' WI N.P. CAP @ P.O.C. 1-112' RECYCLED WATER METER WITH A 2" $ERVIC1!: LINE, VERIFY SIZE, PRESSURE AND LOCATION IN Fl!:LD NIA II WILKINS 975XLS SERIES, 1-112" REDUCED PRESSURll: l!IACKFLOW F'REVENTION ASSEMBLY B e WILKINS 500HLR 1-112" F'RESSURE REGULATOR, INSTALLED AS PART OF BACKFLOW ASSEMBLY B ISi HAYWARD MODEL #72 BASKET STF!AINER, 2" SIZE, WITH FLANGED CONNECTIONS, AND 80 MESH Fil TER ELEMENT C 121 SUPERIOR 3200-R SERIES 1-1/2' NORMALLY CLOSED, RECYCLED WATER, MASTER CONTROL VALVi!: D IE] RAIN MASTER FS-150, 1-1/2" FLOW SENSOR, INSTALL PER'MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER E -WATTS 11-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE USE ON 2112" MAINLINE AND SMALLER, F LINE SIZE Uf> TO 2", USE 2" ON 2112" LINE • RAINBIFH> PESB-R-NP-HAN (1" OR 1-1/2") SERIES, RECYCLED WATER, PLASTIC REMOTE CONTROL VALVE, SIZE AS !HOWN 0,1 @ NELSON 7845, 1" NON-POTABLE, QUICK COUPLER VALVE WITH PURPLE LOCKING COVER H,I Cl RAIN MASTER DX4e-SPED, EVOLUTION DX SERIES, 48 STATION CONTROLLER ASSEMBLY, INSTALLED WITHIN STAtNLESS STEEL J PEDESTAL ENCLOSURE, AS PART OF CONTROLLER ASSEMBLY IE!I w.c.s. RAIN SENSOR, RG/RG-VR, MOUNT TO REAFI OF ENCLOSURE ANO WIRE TO CONTROLU!:R, INSTALLED WITHIN VANDAL J RESISTANT STAINLESS STEEL ENCLOSURE ' IEl NIA 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD NIA AS APF'ROVED PURPLE RECYCLED WATER PVC PIPE 314" • 2" SCH, 40 AS LATERAL LINES Wll'H 12" COVER eELOW ORAOE K --AS APPROVED PURPLE RECYCLED WATER PVC PIPE 2" -2-112" CLASS 315 AS MAtNLINES Wl1H 18" COVER BELOW ORAOE K,0,1" PURPLE ReCYCLeO WATER PVC PIP!!' SCH. 40 AS SLEeVING UND!'R PE:OESTRIAN PAVING, TWICE THE: Dli6.Ml:TER ciF Pll"i! OFII. WIRE ------AS APPROVED L BUNDLE CARRIED. PVC PIPE SCH. 80 AS SLEEVING UNDER VEHICLE PAVING, THREE TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. LATERAL SLEEVE DEPTH UNDER VEHICLE PAVING= 30", LATERAL SLEEVE DEPTH UNDER PEDESTRIAN PAVING= 12", MAINLINE I WIRE SLEEVE DEPTH UNDER VEHICLE PAVING= 30", MAINLINE I WIRE SLEEVE DEPTH UNDER PEDESTRIAN PAVING• 18" NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U,L, APPROVED) K,L,M NO SYMBOL 3M DBY DIRECT BURIAL WATER-PROOF WIRE OONN!'CTORS FOR USE ON ALL WIRE CONNECTIONS M NIO SYMBOL AS APPROVED RECLAIMED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER CITY REQUIREMENTS N Ji.rOSYMBOL T. CHRISTY'S RECLAIMED WATER VALVE 1.0. TAG INSTALL WITHtN EAC!-i VALVE BOX TYP. NIA !'JO SYMBOL AS APPROVED ALL VALVE BOXES SHALL BE PURPLE COLOR CODED ANO MARKED AS REQUIRED N/A NO SYMBOL AS APPROVED ALL VALVES SHALL HAVE RECLAIMED WATER 10 TAGS INSTALLED AS REQUIRED N/A NO SYMBOL AS APPROVED CONTROLLER SHALL HAVE RECLAIMED WATER PLACARDS INSTALLED AS REQUIRED J ® AS APPROVED RECYCLED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER THE CITY OF CARLSBAD AND N SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH REQUIREMENTS !l!rw:,;,ij AS APPROVED FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS NIA AS APPROVED PROPOSED ELECTRICAL TRANSFORMER PE:R ARCHITEcrs AND ELECTRICAL ENGINEER'S PLANS N/A • ALL EQUIPMENT SHALL COMPLY WITH THE CITY OF CARLSBAD WATER DISTRICT FOR RECYCLED WATER I, CONTROLLER • ALVE NUMBER ~ G.P.M . • I VAL\JIE SIZE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. [:;:JI CITY OF CARLSBAD ll .. -:1 • I REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO PLANNING DEPARTMl!NT IMPLEMENTATION IN FIELD. LANDSCAPE IRRIGATION LEGEND OPUS POINT LOT 25 DATE 3115 MELROSE DRIVE R I D G E R.C.E. ~.C.E. LANDSCAPE ARCHITECTS REVIEWED BY: I APPR~<z{Mbt( ; iiiiiiiliiiw PLANNl~G ~ 5/7.-z.fob I 755 Ralntree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 4381002 Fax 760 436 1155 www.rldgele.com I I DATE INSPECTOR. DATE 1,I SY 11 I I I I DATE I 11 I DESCRIPTION APP'D OWN BY 1"110.lacT NO. --NO. RS CHKD BY PIP0516 434-SL AEVl810N8 flELD IJY L4..1 -(J < :;i -u .-------FINISHED GRADE IN TURF AREAS .-----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PURPLE COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID FLOW SENSOR, SEE LEGEND FOR SPECIFICATION ,,,.--FINISHED GRADE IN SHRUB AREAS 24" WIRE LOOP WITH WATER PROOF WIRE CONECTORS USE RED AND BLACK COLOR WIRES WITH STRIPE ll!!!!JHffi..!:!:[;a;;.---wARNING PLASTIC TAG "RECYCLED WATER -DO NOT DRINK" IN ENGLISH AND SPANISH PVC MAINLINE PIPE PER SPECISIFICATION ::::..i-----4"X6" BRICK SUPPORTS (4 REQ.) '--------LANDSCAPE FABRIC ~---------314" ROCK, 2 CUBIC FT. '-----------------PVC MAINLINE PIPE TO MASTER VALVE PER SPECS. AND PLAN. NOTE: INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS. WIRE TO IRRIGATION CONTROLLER. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE OF THE FLOW SENSOR. ® SECTION VIEW -N.T.S. FLOW SENSOR STAINLESS STEEL FLIP TOP LID, SHOWN IN OPEN POSITION DUAL HYDRAULIC PISTONS SUPPORT LID OPEN CONTROLLER ENCLOSURE DIMENSIONS WHEN CLOSED: 38"H x 16"W x 15.5'D RAIN SENSOR INSIDE A STAINLESS STEEL ENCLOSURE POWER SWITCH ___ _,, AND RECEPTACLE ·, .. . . . .' . :::'!I.;~.~-... •,•;:.-~<. ,----TERMINAL STRIP FOR REMOTE CONTROL VALVE WIRE CONNECTION ---STAINLESS STEEL, U.L. LISTED, PREDRILLED, REMOVABLE ~~~~eii~CJiHiwifVABLE FRONT 1" PVC ELECTRICAL SWEEP FOR FLOW SENSOR WIRES EPOXY SEALANT ONCRETE PAD AS PER CONTROLLER ENCLOSURE MANUFACTURER'S SPECS. 3" PVC ELECTRICAL SWEEP FOR LOW VOLTAGE CONTROL WIRES 1" PVC ELECTRICAL SWEEP FOR 110 VDL T POWER WIRES -------314" X 96" COPPER GROUND ROD CONNECT AS PER MANUFACTURER SECTION VIEW -N.T.S. 0 CONTROLLER METER l!IOX WI METER----~ SIDEWALK -------- CURB----. POTABLE SERVICE LINE 24" 10' MIN. TO POTABLE MAINLINE IN STREET RECYCLED WATER IRRIGATION MAINLINE WI SLEEVE NOTE: 12" MIN. VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING! PATH OF POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK IWLL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. SECTION VIEW -N.T.S. @ POT ABLE SERVICE LINE CROSSING STREETS~ ~-~ POTABLE SERVICE LINE---~ 3.5 FEET (SEE IMPROVEMENT DRAWINGS) \ 12" MINIMUM REQUIRED VERTICAL SEPARATION -----+ RECYCLED WATER IRRIGATION--------• MAINLINE WI SLEEVE 'g NOTE: ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABLED AS SPECIFIED IN 'STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" "CARLSBAD RELAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS", OCTOBER 1993 SECTION VIEW -N.T.S. ®POTABLE MAINLINE CROSSING 2" ,------FINISHED GRADE IN TURF AREAS ,-----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PURPLE COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "MV" ONTO LID. MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. .--------WARNING PLASTIC TAG "RECYCLED WATER -DO NOT DRINK" IN ENGLISH AND SPANISH -FINISHED GRADE IN SHRUB AREAS ,-y· \\f:c;:ltff',',~--24" WIRE LOOP WITH WATER PROOF WIRE CONECTORS USE WHITE AND RED COLOR WIRES WITH STRIPE VALVE ID TAGS PVC SCH 40 FEMALE ADAPTER, 2 REQUIRED '---PVC MAINLINE TO FLOW SENSOR, PURPLE "ALERT LINE" PIPE, SEE SPECS. ~~~~~~~~!!!!!.1~;:J-.----4"X6" BRICK SUPPORTS (4 REQ.) '-------BRASS UNION '--------BRASS NIPPLE TYP. '---------LANDSCAPE FABRIC '----------314" ROCK, 2 CUBIC FT. NOTE: PVC MAINLINE PURPLE 'ALERT LINE" PIPE FROM BACKFLOW PER SPECS. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE MASTER VALVE ASSEMBLY. SECTION VIEW -N.T.S. ® MASTER VALVE NOTE: 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO ~ACILITATE SERVICING VALVE. 2. SET RCV AND VALVE BOX ASSEMBLY IN GROUND-COVER/SHRUB AREA WHERE POSSIBLE. 3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VAL VE BOXES. 14'X19" RECTANGULAR VALVE BOX TYP .- r-QUICK COUPLING VALVE BOX, TYP 0 C) 0 0 0 0 0 12" 12" _, . 12" 12" TYP. PLAN VIEW a N Is, CD VALVE BOX LAYOUT NOTI!: 1. TWO MINIMUM PER SITE DESIGN NOTES: 1. 2" SO. ALUMINUM TUBE PAINTED TO MATCH FRAZEE "ORANGE PEAL" 2. FINISH GRADE 3. CONCRETE FOOTER 4. 9"x14"x1I8" ALUMINUM PAINTED TO MATCH PURPLE PMS #266 5. HP WHITE VINYL GRAPHICS A aci.u.o WAT!R u• FOR IIRIGA TIOII DO NOT- CIIDADO GUA IIICLAIIADA INICAlmlTI PARA IIGAII PROHBO TOIIAR ® RECLAIMED WATER SIGN . I .-..-----FINISHED GRADE IN TURF AREAS .------PLASTIC JUMBO RECTANGULAR VALVE BOX WITH BOLT DOWN PURPLE COVER WITH PURPLE TAG, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BS"f'PRV" ONTO LID. BASKET STRAINER, SEE LEGEND FOR SPECIFICATION ~~~~~;::j~;:::;~::::i~i---PRESSURE REG. VALVE, SEE LEGEND -FINISHED GRADE IN SHRUB AREAS WARNING PLASTIC TAG "RECYCLED WATER -DO NOT DRINK' IN ENGLISH AND SPANISH PVC MAINLINE TO MASTER 2"MIN .. MIN. VALVE, PIPE PER SPECS. PVC SCH 80 FEMALE ADAPTER '1!"---PVC SCH. 80 NIPPLE (TWO REQUIRED) ~--BRICK SUPPORTS '-----BRASS UNION (TWO REQUIRED) ,_ ________ BRASS NIPPLE (THREE REQUIRED) ~---------LANDSCAPE FABRIC ~----------314" ROCK, 2 CUBIC FT. ~------------------PVC MAINLINE FROM P.O.C. NOTE: USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE BASKET STRAINER ASSEMBLY SECTION VIEW -N.T.S. © BASKET STRAINER ,------FINISHED GRADE IN TURF AREAS NOTE: ,---::--PLASTIC ROUND VALVE BOX WITH BOLT DOWN P'URP'LE COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "QCV'', "RECYCLED WATER" ONTO LID. QUICK COUPLER KEY ASSEMBLY CONNECTION AS SHOWN, KEY MUST CLEAR VALVE BOX -FINISHED GRADE IN SHRUB AREAS r-\rl.llii,ld,!i,,..--wARNING PLASTIC TAG "RECYCLED WATER-DO NOT DRINK" IN ENGLISH AND SPANISH Dlll-:t:::._~~~-lr QUICK COUPLER VALVE SEE LEGEND FOR SPEC. l,,;;1,----1\----STAINLESS STEEL CLAMP BRICK SUPPORTS CONTRACTOR ASSEMBLED SWING JOINT, SIZE PER INLET, CONSISTING OF TWO BRASS STREET ELLS ONE BRASS THO. ELL ONE 6" LONG BRASS NIPPLE ONE BRASS NIPPLE, LENGTH AS REQ. MAINLINE, SEE SPECS . •--------#4 x 36" REBAR STAKES, 2 REQUIRED '----------LANDSCAPE FABRIC '------------3/4" ROCK, 1 CUBIC Ft. USE TEFLON TAPE ON ALL THREAD~□ FITTINGS TYPICAL. ® NOTE: SECTION VIEW -N.T.S. QUICK COUPLER 1-------LOW VOLTAGE WIRES, 3 MAXIMUM ,,------WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE M;:J:l;~------CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE lt-------POL Y TUBE PRE-FILLED WITH WATERPROOF GEL ,r----LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCHLOK ~LECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 112" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS WIRE CONNECTOR SHALL BE A 3M OBY DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE tUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 -3 #14 OR 2 #12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. @ WIRE CONNECTION ,--------------WYE STRAINER SEE LEGEND FOR SPECIFICATION ,-----------RIP DEVICE SEE LEGEND FOR SPECIFICATION .---------BRASS BALL VALVE TYP. ,--+----t---t--;::=:::::i.----BRASS NIPPLES MIN. 4' TYP. .----+----BRASS ELL, 4 REQUIRED 1----BACKFLOW ENCLOSURE IF SPECIFIED J,-----BRASS UNION, 2 REQUIRED 3" BRASS RISERS LENGTH AS REQ. 18" ""'--FINISH GRADE \)+:Q:O.---PVC MAINLINE TO MASTER VALVE '----SCH 80 PVC FEMALE ADAPTER ~----SCH 80 PVC NIPPLE 6" MIN. '----------CONCRETE SLAB, SEE BELOW '--------------CONCRETE THRUST BLOCKS '------------------PVC MAINLINE NOTE: SECTION VIEW -N.T.S. . IF PRESSURE REGULATOR IS SPECIFIED, INSTALL ON EITHER THE HORIZONTAL PIPING OR ON THE DOWNSTREAM LEG AS SPACE PERMITS. CONCRETE SLAB SHALL BE MINIMUM 4" THICK, 18" WIDE AND EXTEND AT LEAST 8' PAST THE BACKFLOW ASSEMBLY PIPING. IF BACKFLOW ENCLOSURE IS SPECIFIED IN THE LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER. INSTALL PER C.M.W.D. STANDARD DWG. #W-20 ® BACKFLOW DEVICE ,-------FINISHED GRAD~ IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITM BOLT DOWtl PURPLE COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION# ONTO LID. -FINISHED GRADE IN SHRUB AREAS PRESSURE REGULATOR SEE LEGEND FOR SPECIFICATION 24" WIRE LOOP ;::::;,::!l:::;7\""---VALVE ID TAG LATERALPURPLE- "ALERT LINE" PIPE ¥~:r~~:),,,,,j1~==::_: PVC THD. ELL SCH 80 PVC l CONTROL VALVE FEMALE ADAP.--~11":-; SCH. BO PVC WARNING PLASTIC TAG -- "RECYCLED WATER -DO NOT DRINK'' IN ENGLISH AND SPANISH SCH. 80 UNION------ ,:---SCH 80 PVC NIPPLE TYP. 4"X6" BRICK SUPPORTS (4 REQ.) IRRIGATION MAINLINE PURPLE "ALERT LINE" PIPE '-------314" CRUSHED GRAVEL TWO CUBIC FEET LANDSCAPE FABRIC SECTION VIEW -N.T.S. @ REMOTE CONTROL VALVE CLEAN COMPACTED BACKFILL PAVING, BY OTHERS UNDISTURBED SOIL LATERAL LINE IN SLEEVE CONTROL WIRE IN SLEEVE MAINLINE IN SLEEVE NOTES: I . ,. (2)WARNING tAPES SLEEVES UNDER PEDESTRIAN PAVING SHALL IIE SCH. 40, TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. SLEEVES UNDER VEHICLE PAVING SHALL BE SCH. 80, THREE tlMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. TAPE CONTROL WIRES TO MAINLINE AT 10-FEET ON CENTER. SECTION VIEW-N.T.S. (0 SLEEVE INSTALLATION FOR LANDSCAPE IRRIGATION PLANS -SEE SHEETS L3.1 -L3.3 (7-9) FOR LANDSCAPE IRRIGATION LEGEND -SEE SHEET L4.1 (10) FOR LANDSCAPE IRRIGATION NOTES -SEE SHEET L4.3 (12) FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS L7.1 -L7.4 (17-20) .----------INSTALL SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS NOTE: i-------POP-UP SPRINKLER HEAD, SPRAY OR ROTOR SEE LEGEND FOR SPECIFICATION ,----------PURPLE COVER ,--CONTRACTOR ASSEMBLED SWING JOINT, SIZE PER INLET, CONSISTING OF: TWO SCH. 40 PVC STREET ELLS ONE SCH. 40 PVC THD. ELL ONE 6" LONG SCH. 80 NIPPLE ONE SCH. 80 NIPPLE, LENGTH AS REQ. .------SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE r---PURPLE LATERAL "ALERT LINE" PIPE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS 12" FROM ALL BUILDINGS AND WALLS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS: SECTION VIEW -N.T.S. POP-UP SPRINKLER ,..._ ______ FINISHED GRADE IN TURF AREAS '"'"'WI'". ---m-T -III ' ill'--~ffic._ NOTE: r----PLASTIC RECTANGULAR VALVE BOX WITH l90LT DOWN PURPLE COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND 'BV" ONTO LID. ,--BALL VALVE, SEE LEGEND FOR SPECIFICATION ;J----4"X6" BRICK SUPPORTS (4 REQ.) ~------BRASS UNION --------l!IRASS NIPPLE LANDSCAPE FABRIC '-----------314" ROCK. 2 CUBIC FT. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF !!ALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. ® DIMENSION SECTION VIEW -N.T.S. BALL VALVE A (2)WARNING TAPES e C 112" TO 2-112" IN SIZE 18" 12" 4" 3" TO 6" IN SIZE ® 24" X 4" SECTION VIEW -N. T.S. PIPE INSTALLATION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I OPUS® REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 1·~11 CITY OF CARLSBAD PLANNING DEPARTMENT 11 .. ·;1 • 1 ' i i !I , I i Opus Architects & Engineers, Inc. 2555 EAST CAMELBACK RD SUITE BOO PHOENIX, ARIZONA 85016 602-468-7000 602-468-7010 FAX ' ' , I, I I R I D G E LANDSCAPE ARCHITECTS 755 Raintme Drive, Suite 300 Cartsbad, CA 92009 Tel 760 436 1 002 Fax 760 436 1155 www.rtdgela.com I I R.C.E. ------ REVIEWED BY: INSPECTOR . ,,1 CATE DATE BY DESCRIPTION APP'C DATE REVl810N8 LANDSCAPE IRRIGATION DETAILS OPUS POINT LOT 25 3115 MELROSE DRIVE 4,-z_?.(°'=, .------DATE OWN BY--:,-,--- CHKD IY __ R_S __ PIP0516 11 --NO. 434-6L FIELD BY IA? ' ' .. ,c ll CJ < "" -u I IRRIGATION NOTES 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO ANO MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES ANO SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES ANO SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS ANO ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE F'LANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. B ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9 CONTRACTOR IS TO PROVIDE ONE ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 10 ALL PIPE AND I OR WIRE UNDER PEDESTRIAN PAVING AREAS TO BE INSTALLED IN A PURPLE RECYCLED WATER PVC PIPE SCH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. ALL PIPE AND I OR WIRE UNDER VEHICLE PAVING AREAS TO BE INSTALLED IN A SCH. 80 SLEEVE THREE TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11 ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE. 12 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. RIDGE LANDSCAPE ARCHITECTS RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. 14 INSTALL POP-UP SPRINKLER ASSEMBLIES WITHIN 10-FEET OF ALL PEDESTRIAN USE AREAS. 15 INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE. GUIDELINES FOR RECLAIMED WATER USE The following guidelines ore Intended to provide the basic porameten, lor the use of reclaimed water in landscape irrigation. To operate your system in compliance with these guidelines you must: 1. Irrigate between the hours of 10:00 p.m. and e:oo a.m. only. Waterlng outside this time frame must be done manually with qualified supervisory pen,onnel on- site. No system shall at any time be left unattended during use outside the norm.al schedule. 2. Irrigate In a manner tt,at w11'1 mlnlml:,e runofl' pooling and ponding. The applicotlon rate lhall not exceed the infiltration rate of the soil. Timers must be adjusted so as to be compallble 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 repeet function to break up the total irrigation time into cycles that will promote maximum soil absorption). 3. Adjust spray heads to eliminate overspray l•nto areeo not under the control of the customer. For example, pool decks, private potlos, streets and sidewalks. •· Monitor and maintain the system to minimize equipment and materlal failure. Broken sprinkler heads, leaks, unreliable valves, ate., should be repaired as soon es they become apparent. 5. Educate oil maintenance personnel, on a oontlnuoua basis, of lhe presence of reciaimed water, and the fact that It is not approved for drinking purposes. Given the high turnover rate of employees in the landscape industry, It Is important that this information be disseminated on an almost daily basis. It 11 you, the landscape contractor, who is responsible for educating each and every one of your employees. e. Obtain prior approval lor an propoeed chang" and modmctdlons to any on• site facilities. Such changes must be submitted to, and approved by, the . District Engineering office and designed in acx:orctance with District standard1l FaNure to comply with any or all of the above guldellnoe put• you, system In violation Of the District's Rules and Regulations and will result In termination of service until the appropriate corrective stops have been taken. WATER CONSERVATION NOTES THE FOLLOWING WATER CONSERVATION TECHNIQUES SHALL BE EMPLOYED IN THIS PROJECT: • WATER CONSERVING PLANTS ANO Pl.ANTS1 NATIVE TO HOT, DRY SUMMERS TO BE UTILIZED IN 75% OF THE TOTAL PLANTED AREA. • USE OF HYDROZONES WITH PLANTS GROUPED BASED UPON AMOUNT OF WATER NEEDED TO SUSTAIN THEM. • MULCH 3/4" • 1• SIZE UTILIZED IN THE LANDSCAPE; 3" DEPTH MIN. • SOIL AMENDMENTS UTILIZED TO IMPROVE WATER HOLDING CAPACITY OF SOIL • AUTOMATIC IRRIGATION SYSTEM ADJUSTED SEASONALLY AND WITH WATERING HOURS BETWEEN 10:00 P.M. AND 6:00 A.M. • IRRIGATION-SYSTEM DESIGNED TO WATER DIFFERENT AREAS OF THE LANDSCAPE BASED ON WATERING NEED. • IRRIGATION DESIGN SENSITIVE TO SLOPE FACTORS. • RAIN SENSORS USED IN CONJUNCTION WITH THE AUTOMATIC IRRIGATION SYSTEM. • RECOMMENDAT'IDNS GIVEN FOR ANNUAL IRRIGATIOl'J SCHEDULE. • LANDSCAPE WATER USE CERTIFICATION WITH SUPF'ORTING DATA IN COMPLIANCE WITH STATE OF CALIFORNIA WATER EFFICIENCY ORDINANCE FOR APPROVAL SHALL BE SUBMITTED WITH LANDSCAPE CONSTRUCTION DOCUMENT SUBMITTAL TO THE CITY. • AN AUTOMATIC IRRIGATION SYSTEM WILL BE PROVIDED WITH ALL EQUIPMENT SUITABLE FOR THE USE OF RECLAIMED WATER AND HEAL TH DEPARTMENT REQUIREMENTS RELATIVE TO RECLAIMED USE WILL APPLY TO THE PROJECT. RECYCLED WATER STANDARD PLAN NOTES 1. All work shall be done in accordance with the City ol Carl~bad's Rules and Regulations. 2. Drinking water fountains and designated outdoor eating areas shall be protected against contact with recycled water spray, mist or runoff. 3. Best management practices shall be uoed to eliminate or control to the best possible; ponding, run-off, over-spray and misting. 4. Hose bibs are strictly prohibited. 5. Cross-connections between recycled water lines and potable water lines are strictly prohibited. 6. No substitutions of pipe materials will be allowed without prior approval of the City of Carlsbad. 7. All malnllne pipe shall have warning tape per the City of Carlsbad's Rules and Regulations. 8. Hours for irrigation with recycled water are from 9:00 p.m. to 6:00 a.m. The hours for irrigation with disinfected tertiary recycled water may be modified by the local authority. Irrigation during public use periods with disinfected tertiary recycled water shall be under the supervision of the designated user supervisor. Irrigation with water of a lesser quality than disinfected tertiary recycled water shall be between the houn, of 9:00 p.m. and 6:00 a.m. 9. Burial of all wlrlng and pipe shall meet the City of Carlsbad's Rules and Regulations. 10. Non-designated use areas lhall be protected from contact with recycled water, whether by windblown spray or by direct application through irrigation or other use. Lack of protection, whether by design, construction practice or system operation, is slrictly prohibited. 11. Irrigation heads shall be relocated or adjusted to minimize or eliminate oveM!lpraying on sidewa1ks, streets and non-designated use areas. 12. Recycled water quick coupling valves shall be of a type designed for use on recycled water distribution systems per the City of Carlsbad's Rules and Regulations. 13. All appurtenances (sprinkler heads, valve boxes, etc.) on recycled water systems lhall be color-coded purple per AWWA guidelines and Section 116815 of the California Health and Safety Code. 14. All irrigation pipe shall be stenciled with the warning "Non-Potable or Recycled Waler', color coded (purple) and laid with 1he warning tape and stenciling oriented toward the top of the trench per the City of Carlsbad's Rules and Regulations. 15. On new on-site systems (post meter), potable water, conlatant pressure recycled water and seM!r lines shall be placed a minimum of four feet apart or as directed by the project engineer and/or regulatory agency. Mearsurements shall be between facing surfaces, not pipe center lines. 16. Constant pressure recycled water lines shall cross at least twelve Inches below poteble water lines and maintain at least twelve inches crossing separation between other utillties. 17. If a constant pressure recycled water line shall be installed above a potable water line or less than twelve inches below a potable water line, then the recycled water line shall be installed within an approved protective sleeve as per the City of Carlsbad's Rules and Regulations. 18. Developer/Contractor shall conduct a cross-connection test and coverage test as dlracted by the City of Carlsbad and/or the San Diego County Department of Environmental Health prior to any use of recycled water. 19. The required cross-connection inspection shall be done by either the Carlsbad Water District and/or the San Diego County Department of Environmental Health. Copies of inspection reports will be forwarded to the non-inspecting party. 20. The design proposed for recycled water "Do Not Drink" signs shall be pieced as directed by the City. 21. When recycled water becomes available, an on-site user supervisor shall be designated In writing. This individual shall be familiar with plumbing systems within the property, wilh the basic concepts of backflow/cross..connection protection, the recycled purveyor's rules and regulations and the specific requirements of a recycled water system. Copies of the designation, with contact phone numbers shall be provided to the San Diego Water District. In cese of emergency contact ____________ at--=====---- Name Phone Number Or after hours contact --------:-;------at--::--.,.,..-,-----Name Phone Number 22. All public and private potable water mains lnctuding flre m~ln• and any water wells and water co~n,es within the recycled water project shell be shown on the plans. 23. Call out on the plans if there are or not drinking fountains and or designated outdoor eating arees on this site. 24. Educate all maintenance per$onnel on a oontinuous b•slt of the presence of recycled water. F'ersonnel must be informed that recycled water is meant for irrigation purposes only, and is not approved for drinking purposes, hand washing, cleaning of tools, ect. Given the high turnover rate of employees in the landscape Industry, it is important this information be dlsseminaled on an almost daily basis. 25. A physical separation shall be provided between adjacent areas Irrigated with recycled water and potable water. Separation shall be provided by distance, concrete mow strips or other approved methods. 26. Contact the City's Office two days prior to the irrigation coverage test and arrange a walk through of the system. Failure to comply with any or all of the above guidelines puts your system in violation of the District's Rules and Regulations, and will result In termination of seivice until the appropriate corrective steps have been taken. 27. All pressure malnli~e pipe from the recycled water syatem shall be Installed to maintain a 10 foot minimum horizontal separaHon from all potable water pipe. Where recycled and potable water pressure mainline pipe cross, the recycled water pipe shall be installed below the potable water crossing in a cl. 200 purple pvc sleeve which extends a minimum of 5 feet on either side of the potable water pipe. Provide a minimum vertical clearance of 12 inches. f)OPUSe FOR LANDSCAPE IRRIGATION PLANS -SEE SHEETS L3.1 -L3.3 (7-9) FOR LANDSCAPE IRRIGATION LEGEND -SEE SHEET L4.1 (10) FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEET L4.2 (11) FOR LANDSCAPE SPECIFICATIONS-SEE SHEETS L7.1 -L7.4 (17-20) i : Opus Architects & Engineers, Inc. 2555 EAST CAMELBACK RD SUITE 800 PHOENIX, ARIZONA 85016 602-468-7000 602-468-7010 FAX I! I I I I 1. R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Car1sbad, CA 92009 Tel 760 438 1002 Fax 76043B 1155 www.ridgela.com I , 1: I i R.C.E. ------ REVIEWED BY: INSPECTOR DATE EXISTING IRRIGATION NOTES 1. THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING IRRIGATION AND PLANTING ON PROPERTY. ANY DAMAGE OR ADJUSTMENTS REQUIRED INCLUDING REPLACING OR RELOCATING IRRIGATION LINES, HEADS, VALVES, WIRES OR ANY UTILITY THAT OCCURS ON THE PARCEL DUE TO THE CONSTRUCTION OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. THE OWNER'S REPRESENTATIVE MUST REVIEW ANY REQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO COMMENCING WORK. THE CONTRACTOR MUST NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF THESE CONDITIONS OR ANY DISCREPANCIES PRIOR TO COMMENCING WORK. 2. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TO COMMENCING WORK. ALL EXISTING IRRIGATION SYSTEMS SHALL BE VERIFIED IN THE FIELD AT START OF CONSTRUCTIONS. ALL EXISTING MAINLINES, RCVS, BACK.FLOW DEVICES, CONTROLLERS, METERS, SERVICE LINES, ETC. SHALL BE VERIFIED IN FIELD. ALL EXISTING IRRIGATION EQUIPMENT SHALL BE CLEARLY INDICATED INCLUDING SIZES AND MODEL NUMBERS TO SCALE ON AN ACCURATE BASE DRAWING AND SUBMITTED AS A SHOP DRAWING. SAID SHOP DRAWING SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW ANO APPROVAL. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. NO WORK SHALL PROCEED WITHOUT APPROVAL OF SAID SHOP DRAWINGS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXISTING IRRIGATION SYSTEM AS-BUil TS FROM OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL CONFIRM ALL CONNECTION POINTS AND EXISTING IRRIGATION SYSTEMS AFFECTED IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. ALL LABOR AND MATERIALS REQUIRED TO IRRIGATE AREAS WITHIN THE LIMITS OF WORK AND TO ADJUST AREAS ADJACENT TO THE LIMITS OF WORK SHALL BE INCLUDED AS PART OF THIS CONTRACT. NO ADDITIONAL COSTS WILL BE ALLOWED FOR THE PROPOSED IRRIGATION IMPROVEMENTS OR ADJUSTMENT OF THE EXISTING ADJACENT IRRIGATION SYSTEMS. 4. ALL EQUIPMENT LOCATIONS AND PIPE ROUTING SHALL BE STAKED IN FIELD FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ALL LAYOUT SHALL BE AS APPROVED BY, LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. NO EQUIPMENT SHALL BE INSTALLED WITHOUT APPROVAL OF LAYOUT. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF PROPOSED IRRIGATION EQUIPMENT ANO RELATED EQUIPMENT, INCLUDING BUT NOT LIMITED TOR.CV. CONTROL WIRES, ELECTRICAL WIRES, CONDUIT, REMOTE CONTROL VALVES, ETC. ALL LAYOUT AND LOCATIONS SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS •/\PPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK. 8. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEM AS REQUIRED. SYSTEM SHALL F'ROVIDE COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 9. CONTRACTOR SHALL REFER TO CORRESPONDING ON-SITE WATER AND SEWER PLAN FOR UNDERLYING WATERLINES, EASMENTS, ANO OTHER RELATED EQUIPMENT. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO EXISTING IRRIGATION, LANDSCAPE AND HARDSCAPE DAMAGED BY ROUTING NEW WIRES TO CONTROLLER AT NO ADDITIONAL COST TO THE OWNER, 10. CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK, ANO WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. 12. CONTRACTOR SHALL PROVIDE FOR THE IRRIGATION OF EXISTING PLANT MATERIAL THROUGHOUT THE CONSTRUCTION P'ROCESS. ANY DAMAGE DUE TO CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY TO PREVENT ANY LAPSE IN IRRIGATION OF THE EXISTING PLANT MATERIAL. ANY PLANT MATERIAL AND/OR IRRIGATION DAMAGED AS PART OF CONSTRUCTION SHALL BE REPAIRED TO A LIKE NEW CONDITION AS PART OF CONTRACT. 13. ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO THE EXISTING CONTROLLER SHALL BE RECONNECTED TO THE EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK. 1•. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE ADJUSTMENT/MODIFICATION OF l!XISTING IRRIGATION SYSTEM WITHIN THIS AND OTHER AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 15. NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. All ADJACENT SYSTEM SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PLANNINGI DEPARTMENT LANDSCAPE IRRIGATION NOTES OPUS POINT LOT 25 3115 MELROSE DRIVE R.C.E. ______ _ ~==~=~~==========================:===: ~I ;__=,:=:~=a 0 =1XN.==PLA=7=N~='H~~~• 1~• •~::::1.~;;::~:~t~~~:::E z.:::::::r i?=::::(.,==il ---I 434-6L DATE BY DESCRIPTION DATE REVl810N8 APP1D OWN BY I l"flOaOT NO. 11 CHKO BY RS nELD BY PIP0516 I I I 11 lr.MWl'i:t I ii , I I • -< ~ -.. .. (J CJ < -,I, -u I t /S .: ;/ ' ;~>-::· . . \I . C"') I I.() ....J I--w w I Cl) w w Cl) w z ....J I u I-- <C ~ ---- SOI SAM LE LO ATIO 2 OF --------···------ BUIL DI NG MATCHLINE -SEE SHEET L5.2 DENOTES SOIL SAMPLE LOCATION -REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L6.1, FOR ADDITIONAL INFORMATION. DENOTES ROOT BARRIER. TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE. PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. r'<, .. , -~s: ALL TREES 36" BOX AND LARGER SHALL BE TAGGED BY LANDSCAPE ARCHITECT. ALL OTHER TREES SHALL BE REVIEWED PER PLANTING NOTE 'K', SHEET L5.6. SEE SHEET L6.1 FOR LANDSCAPE PLANTING DETAILS & NOTES ALL PLANT LOCATIONS SHALL BE REVIEWED AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANTS SHALL BE PLACED IN THEIR INTENDED LOCATIONS WHILE STILL IN THEIR CONTAINERS/ BOXES. "·t:/·· /"[ :L , "' ' " ./, ·< • , i• ~' (> i''LAhP+:; i)!''/Hr,T'(!\S WHERE ADJACENT TO HARDSCAPE (SIDEWALKS, CURBS, OR DRIVES -WHERE FINISH GRADE MUST BE 1" BELOW THE TOP OF THE HARD-SURFACE), THE MULCH THICKNESS MUST TAPER DOWN TO BE FLUSH WITH THE LANDSCAPE. 0 10 20 40 60 KEYMAP NOTTO SCALE SCALE AND NORTH I OPUSe Opus Architects & Engineers, Inc. 2555 EAST CAMELBACK RD SUITE 800 PHOENIX, ARIZONA 85016 602-468-7000 602-468-7010 FAX ------ E.XIST/NG PLANT MATERIAL TO REMAIN: TREES BOTANICAL NAME SOIL SAMPLE LOCATION 1 OF 3 / ,,/ / ' / ; >--/ . SHRUBS / /. .. I l ---------- / : ?./..<t., .. ·', f EX/STINGPLANTMATERIAL TO REMAIN BOTANICAL NAME GROUND COVERS BOTANICAL NAME DATE / 1/1/, 1/, _/ 1/ 1/,' 1/,l / /411 / ~/,' .//' /; ,.· .... /' /; / ' . i C '>~- ,•"••. /',/ . ,.: ,,. ,s--,' </-~ - PLANT LEG END SYMBOL TREES • 0 (II SYMBOL BOTANICAL/ COMMON NAME BRACHYCHITON POPULNEUS / BOTTLE TREE Pl STACIA CHINENSIS / CHINESE PISTACHE MAGNOLIA G. 'SAMUEL SOMMER'/ SOUTHERN MAGNOLIA PINUS CANARIENSIS / CANARY ISLAND PINE PODOCARPUS GRACILIOR / FERN PINE PRUNUS C. 'KRAUTER VESUVIUS' / PURPLE-LEAF PLUM TRISTANIA CONFERTA / BRISBANE BOX BOTANICAL / COMMON NAME SHRUBS, VINES AND GROUNDCOVERS: IS) DIETES BICOLOR / BUTTERFLY IRIS 0 ESCALLONIA RUBRA / ESCALLONIA HEDERA HELIX 'HAHNSII' / HAHN'S ENGLISH IVY HEMEROCALLIS 'STELLA D' ORO' I YELLOW DAYLIL Y LANTANA HYBRIDS / SPREADING SUNSET 0 LIGUSTRUM J. 'TEXAN UM'/ TEXAS PRIVET MYOPORUM PARVIFOLIUM / MYOPORUM PITTOSPORUM TOBIRA 'VARIEGATA' / VARIEGATED PITTOSPORUM RHAPHIOLEPIS INDICA 'BALLERINA'/ INDIA HAWTHORN TRACHELOSPERMUM JASMINOIDES / STAR JASMINE FESTUCA RUBRA / RED FESCUE PARTHENOCISSUS TRICUSPIDATA / BOSTON IVY Eillfilill TURF/ SIZE / SPACING QUANTITY 24" BOX 54 24" BOX 17 24" BOX 10 24" BOX 18 24" BOX 24 24" BOX 4 24" BOX 30 SIZE/ SPACING QUANTITY 5 GAL./ 582 2'-6" O.C. 5 GAL./ 96 4'O.C. FLATS/ 7,685 S.F. 8" O.C. 5 GAL./ 406 2'-6" O.C. 1 GAL./ 858 1'-6" o.c. 5 GAL./ 884 3'O.C. 1 GAL./ 1,262 2'-6" O.C. 5 GAL./ 100 4'O.C. 5 GAL./ 138 3'-6" o.c. 1 GAL./ 108 1'-6" o.c. SEED 4,410 S.F. 5 GAL./ 8 8'O.C. SOD 3,508 S.F. FOR PLANTING DETAI LS -SEE SHEET L6 .1 (16) FOR LAN DSCAPE SPEC IFICATIONS -SEE SHEETS L7.1 -L7.4 (17-20) MAINTENANCE RESPONSIBLI TY ALL PROJECT LANDSCAPE WILL BE MAI NA TINED BY OWNER. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. APPROVED FOR P LANTING A ND IRRIGATION ONLY, INCLUDING PRECISE LOCATI ON OF PLANTING AREAS . CITY OF CARLSBAD PU\I .. INGI mPAl'ITMENT LANDSCAPE PLANTING PLAN OPUS POINT L OT 25 3115 MELROSE DRIVE R I D G E LANDSCAPE ARCHITECTS R.C.E. _____ _ R.C.E. _______ 1---1----+-------------------a-----< ;======================~ 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 760 438 1155 www.ridgela.com REVIEWED BY: INSPECTOR DATE BY DESCRIPTION APP'D DATE REVISIONS APP ED ? l 'ZZ[-oc., 9lvdt T Pl.ANNING DATE DWII BY 11 --NO, CHKD BY RS n ELD BY PIP0516 434-6L CMWD# L.5.1 (.I C .. .,_ a CJ < ,I. u Q6QSQ6 PLANT LEGEND MATCH !-INE -SEE SHEET L5.1 't-f SYMBOL BOTANICAL t COMMON NAME SIZE I SPACING QUANTITY i . ,---1--- 1 J ) / /// \. \ ,,.,,, ,,., .-.\ .. "\ (") LO ....J I- UJ UJ I en UJ k> ,. I UJ , en ~ I g,., ' . I ~I / I ~/1 <( ~ -. F 'f, C / ]· ~ l "'-,,_ . -- " ' '-'>--<' VT MA TERIAL TO REMAIN '•,"· EXISTING PLANT MATERIAL TO REMAIN: TREES BOTANICAL NAME I ', J(C:) · J,: ,r rilnda mlmosifo ia R{E) P nus tormyana O{F Queircus agrifoHa \ SHRUBS (Ji ~· 1=·:; \(_,,} ,4' . •.) BOTANICAL NAME Pfttos um v ta' C!;HIOO \1;..1$ 'Cond ·a P1·m-t1 um 'A: opurpureum' Nerlum o, 'Petite Pink' GROUND COVERS Bou,,, , .., II a 'C:rlmson Jewer Myoporu"' p, 'Putah Creek' '.-'1) Xy!osma congestum ~ Gazanla ·sunrise Yellow' V{E) ' Aesrulus caiifornica ·) Phormium 'Dark Delight' ~;~~ C) Hemerocams 'Orange King' -..: 0 '"<T: Ceanothus griseus horrzoota!is t\_" . __ o)~] / / A(E) Plnus t•:Jrreyana ~-S;...~ Myoporum 'PacJfir::um' ~ .... / '.:::t::) Liqutdambar s, 'Burgun y' I' aphlolepis !.'Springtime' Echium fa!':ltuosum Rh~s vata Lampranthus roseus / / \ _,, ' E(E) \ Eucalyptus s. 'Rose.a' .\ P(E) / Umbel tdaria caiifurnica. Aloe borescens -:.._, '--frnorium perezii $ DENOTES SOIL SAMPLE LOCATION · REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L6. i, FOR ADDITIONAL INFORMATION. DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE , PAVEMENT OR CURB. ROOT BARRIERS ----ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. l NOTES, ALL TREES 36" BOX AND LARGER SHALL BE TAGGEO BY LANDSCAPE ARCHITECT. ALL OTHER TREES SHALL BE REVIEWED PER PLANTING NOTE 'K', SHEET L5.6. SEE SHEET L6.1 FOR LANDSCAPE PLANTING DETAILS & NOTES ALL PLANT LOCATIONS SHALL BE REVIEWED AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PLANTS SHALL BE PLACED IN THEIR INTENDED LOCATIONS WHILE STILL IN THEIR CONTAINERS / BOXES. MULCH ALL LANDSCAPE AREAS (EXCLUOIN G TURF) HAVING LESS THAN A 3:1 SLOPE W ITH A 3" DEEP LAYER OF MEDIUM GRIND BARK PER SPECIFICATIONS AT THE CONCLUSION OF PLANTING OPERATIONS. WHERE ADJACENT TO HARDSCAPE (SIDEWALKS, CURBS, OR DRIVES · WHERE FINISH GRADE MUST BE 1" BELOW THE TOP OF THE HARD-SURFACE), THE MULCH THICKNESS MUST TAPER DOWN TO BE FLUSH WITH THE LANOSCAPE. 0 10 20 40 KEYMAP NOTTO SCALE 8CALE AND NORTH I I 60 1 / I I I / ,/ /,---. \._, __ ~ I \ I I \ \ / / i I I TREES • 0 • BRACHYCHITON POPULNEUS / BOTTLE TREE PISTACIA CHINENSIS / CHINESE PISTACHE MAGNOLIA G. 'SAMUEL SOMMER' I SOUTHERN MAGNOLIA PINUS CANARIENSIS I CANARY ISLAND PINE POOOCARPUS GRACILIOR / FERN PINE PRUNUS C. 'KRAUTER VESUVIUS' I PURPLE-LEAF PLUM 24" BOX 54 24" BOX 24" BOX 24" BOX 18 24" BOX 24 24" BOX 4 r EXISTING PLANT MATERIAL TO REMAIN I / I / EXISTING PLANT MATERIAL TO REMAIN -.-✓)\ --··- -- MELROSE DRIVE FOR LANDSCAPE PLANTING DETAILS-SEE SHEET L6.1 (16) FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS L7 .1 -L7 .4 (17-20) i OPUS. DATE I i i i SYMBOL TRISTANIA CONFERTA / BRISBANE BOX BOTANICAL I COMMON NAME SHRUBS, VINES AND GROUNDCOVERS: 0 0 ~ Ba iffl 0 EillEill 1 DIETES BICOLOR I BUTTERFLY IRIS ESCALLONIA 'FRADESII' / FRADES ESCALLONIA HEDERA HELIX 'HAHNSII' / HAHN'S ENGLISH IVY HEMEROCALLIS 'STELLA D' ORO' I YELLOW DAYLILY LANTANA HYBRIDS I SPREAOING SUNSET LIGUSTRUM J . 'TEXANUM' I TEXAS PRIVET MYOPORUM PARVIFOLIUM I MYOPORUM PITTOSPORUM TOB IRA VARIEGATA' / VARIEGATED PITTOSPORUM RHAPHIOLEPIS INDICA 'BALLERINA' I INDIA HAWTHORN TRACHELOSPERMUM JASMINOIDES I STAR JASMINE FESTUCA RUBRA / RED FESCUE PARTHENOCISSUS TRICUSPIDATA I BOSTON IVY TURF / FIRE ZONES 24" BOX SIZE I SPACING 5 GAL. I 2'-6" o.c. 5 GAL./ 4'O.C. FLATS I 8"O.C. 5 GAL. I 2'-6" o.c. 1 GAL. I 1'-6" o.c. 5 GAL. I 3'O.C. 1 GAL.I 2'-6" o.c. 5 GAL.I 4'O .C. 5 GAL./ 3'-6" O.C. 1 GAL./ 1'-6" o.c. SEED 5 GAL./ 8'O.C. SOD 30 QUANTITY 592 102 7,848 S.F. 365 1,044 882 1,460 84 138 117 1 4,000 S.F. 8 THE BUILDINGS ON THE SITE EXCEED THE 60' SETBACK FROM THE TOP OF SLOPE AND THERE FORE ARE NOT SUBJECT TO FIRE ZONE RESTRICTIONS PER CITY OF CARLSBAD FIRE DEPARTMENT , GREG RYAN. MAINTENANCE RE SPONSIBLITY APPROVED FOR PLANTING AND IRRIGATION ONLY , INCLUDING PRECIS E LOCATION OF PLANTING AREAS . ALL PROJECT LANDSCAPE WILL BE MAINATINED BY OWNER. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING OI RECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING ~ARnaNT 1 /25/07 RS REVISED PARKING & PATIO LAYOUT LANDSCAPE PLANTING PLAN OPUS POINT LOT 25 3115 MELROSE DRIVE Opus Architects & Engineers, Inc. R I D G E LA NDS CAPE ARCHI TE CTS R.C.E. _____ _ R.C.E. ______ f---+-+-----------------1-----, ::::=:::::::::;:;~=::::;:::==================: I APP ~~ &t--E;t [~* 2555 EAST CAMELBACK RD SUITE 800 PHOENIX, ARIZONA 85016 602-468-7000 602-468-7010 FAX 155 -tree Drive, Sw XII Carlsbad, CA 92009 Tel 160 438 1002 Fax 760 438 1155 www.~.com REVIEWED BY: INSPECTOR DATE BY OESCRI PTION APP'O DATE REVISIONS ,. l'f-~ .· LANNING . DATE OWN BY I l'RC .oT NO. II --NO. RS CHKD IY P!P0516 434-6L n£1D BY L52 081007 DENOTES SOIL SAMPLE LOCATION -REFER TO NOTE 'H' OF PLANTING NOTES, SHEET L6.1, FOR ADDITIONAL INFORMATION. DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS • --• ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 458-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. ,,;.--,··: ~r.-.s: ALL TREES 36" BOX AND LARGER SHALL BE TAGGED BY LANDSCAPE ARCHITECT. ALL OTHER TREES SHALL BE REVIEWED PER PLANTING NOTE 'K', SHEET L5.6. SEE SHEET L6.1 FOR LANDSCAPE PLANTING DETAILS & NOTES ALL PLANT LOCATIONS SHALL BE REVIEWED AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATI ON. PLANTS SHALL BE PLACED IN THEIR INTENDED LOCATIONS WHILE STILL IN THEIR CONTAINERS I BOXES. :/' ., .• ·,;;cy<; AC TH::•:· :-,:-.c;:•Y," •,W "V•(l''i'i:) :: •-F .,,,,0 WHERE ADJACENT TO HARDSCAPE (SIDEWALKS, CURBS, OR DRIVES -WHERE FINISH GRADE MUST BE 1" BELOW THE TOP OF THE HARD-SURFACE), THE MULCH THICKNESS MUST TAPER DOWN TO BE FLUSH WITH THE LANDSCAPE. ~ }<}. . EXiSTJN0Pt.ANTMATERl/4t-·TOREMAIN.-;, ,•'. <• '• ·,, . -·c' 0' ' ;' ·_.,' '''""""" """T"' ••• ''"'"" •,::,-·· ·· .-'' EXISTING PLANT MATERIAL TO REMAIN: TREES SHRUBS BOTANICAL NAME BOTANICAL NAME ·\ c,,,·.c,,-""tfin~, Ld5i<.~u& horb=::o~ta i~~ ~"<:"{(=() .;; ...-·CC' n =:., ;""" :::>..c= :'.') 1 "· !" ', .-:_,_ ·/ ' I BUILD ING SOIL SAMPLE LOCATl,ON 3 OF 3 I l T"" l.O ...J 1-w w I Cl) w w Cl) w z ...J I (.) ~ ~ N l.O ...J ,1-w w I en w 1~ I;~ (._) I ~ I PLAN T LEGEND SYMBOL BOTANICAL I COMMON NAME TREES • 0 SYMBOL BRACHYCHITON POPULNEUS I BOTTLE TREE PISTACIA CHINENSIS I CHINESE PISTACHE MAGNOLIA G. 'SAMUEL SOMMER' I SOUTHERN MAGNOLIA PINUS CANARIENSIS I CANARY ISLAND PINE PODOCARPUS GRACILIOR / FERN PINE PRUNUS C. 'KRAUTER VESUVIUS' I PURPLE-LEAF PLUM TRISTAN IA CONFERTA I BRISBANE BOX BOTAN ICAL / COMMON NAME SHRUBS, VINES AND GROUNDCOVERS: 0 DIETES BICOLOR I BUTTERFLY IRIS 0 ESCALLONIA RUBRA I ESCALLONIA ~ HEDERA HELIX 'HAHNSII' I HAHN'S ENGLISH IVY -HEMEROCALLIS 'STELLA D' ORO' I YELLOW DAYLILY .. m LANTANA HYBRIDS I SPREADING SUNSET 0 LIGUSTRUM J. 'TEXANUM' I TEXAS PRIVET ~ MYOPORUM PARVIFOLIUM I MYOPORUM 0 PITTOSPORUM TOBI RA 'VARIEGATA' / VARIEGATED PITTOSPORUM EB RHAPHIOLEPIS INDICA 'BALLERINA'/ INDIA HAWTHORN ~ TRACHELOSPERMUM JASMINOIDES / STAR JASMINE C:J FESTUCA RUBRA I • RED FESCUE PARTHENOCISSUS TRICUSPIDATA / ... BOSTON IVY E1TiillI] . TURF / SIZE I SPACING QUANTITY 24" BOX 54 24" BOX 17 24" BOX 10 24" BOX 18 24" BOX 24 24" BOX 4 24" BOX 30 SIZE I SPAC ING QUANTITY 5 GAL. I 582 2'-6" O.C. 5 GAL. I 96 4'O.C. FLATS / 7,685 S.F. 8" o.c. 5GAL.I 406 2'-6" O.C. 1 GAL. I 858 1'-6" o .c. 5GAL.I 884 3'O.C. 1 GAL.I 1,262 2'-6" O.C. 5 GAL./ 100 4' o.c. 5 GAL./ 138 3'-6" O.C. 1 GAL.I 108 1'-6" O.C. SEED 4,410 S.F. 5 GAL./ 8 8'O.C. SOD 3,508 S.F. FO R LANDSCAP E PLANTING DETAILS -SEE SHEET L6.1 (16) FOR LANDSCAPE SPECI FICATI ONS -SEE SHEETS L7.1 -L7.4 (17-20) MAINTE NANC E RESPONSIB LI TY ALL PROJECT LANDSCAPE WILL BE MAINATINED BY OWNER. A PPROVED FOR P LANTI NG A ND IRRIGAT ION ONLY, INC LUDING PRECISE LOCATI ON OF PLANT ING AREA S. Un,,::::.qk;rn r<.::H>:til ,-----------------------.,---------------------·---------------"P'----------------------"'1'---------------------,.----------------------------~!!!!!~~!!!!\"~!!!!!!!!~~!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!~!!!!!!!!!!!!!!!!!!!!!!!!':'~~~~!i'I I •15 ' JI CITY OF CARLSBAD 11 • 20•• J ----- G) 0 KEYMAP NOTTO SCALE 10 20 40 SCALE AND NO RTH 60 I OPUSe Opus Architects & Engineers , Inc. 2555 EAST CAMELBACK RD SUITE 800 PHOENIX, ARIZONA 85016 602-468-7000 602-468-7010 FAX R I D G E R.C.E. LANDSCAPE ARCH I TECTS REVIEWED 755 Raintree Drive, Suite 300 Carlsbad, CA 92009 Tel 760 4381002 Fax 760 438 1155 www.ridgela.com INSPECTOR DATE R.C.E. BY: DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'O _ PLANNING DEPARTMl!NT _ LANDSCAPE PLANTING PLAN OPUS POINT LOT 25 3115 MELROSE DRIVE APP"iw.gµoa s(-z:z .. (ob IIIT PLANNING 1111 I R DATE DWN BY 11 --NO. CHKD BY RS PIP0516 434-6L REID BY f"' 11.A\A/n ,H I ,:.~ (l C .., "' a CJ < .t:. u 060806 PLANTING NOTES A. REFER TO PLANTING SPECIFICATIONS ANO DETAILS FOR SOtL PRl"'PARATION, Fl:RTILIZATION, MULCHING AND OTHER PLANTING INFORMATION. !I. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. C. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. 0. REPORT DISCREPANCIES IN THE DRAWINGS OA BETWEEN THE DRAWINGS ANO ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. E. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY ANO ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. F. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. G. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. H. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION ~ HAVE SAMPLES TESTED BY SOIL AND PLANT LAB, (714) 558-8333, FOR SOIL FERTILITY, TAKE TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION ANO DEPTH. INSTALL SOIL PREPARATION AND BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHANGE ORDER FROM THE OWNER. SUBMIT SOIL REPORT TO CITY INSPECTOR AND LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO AMMENDING SOIL. I. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AR!;AS PER SPECIFICATIONS J, ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2 % MINIMUM. K. LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE WITH PLANTINO PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND APPROVAL PRIOR TO INSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK TO LANDSCAPE ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES. LANDSCAPE ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHY APPEARANCE OR NON-CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR THE OWNER. L. ALL TREES WITHIN A SF'ECIES SHALL HAVE MATCHING FORM. M. FINAL LOCATION OF ALL l'LANT MATERIAU!I SHALL !!E SUBJECT TO THE AF'F'ROVAL OF THE OWNlcR'S AUTHORIZED REPRESENTATIVE. N. !"LANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS ANO SPECIFIED SPACING SHALL TAKE PRECEDENCE. 0. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE-HALF THE SPECIFIED ON CENTER SPACING. P. INSTALL GROUND COVER ANO/OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS OTHERWISE INDICATED. R. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM. Q. REMOVE ALL NURSERY STAKES ANO ESPALIER RACKS IMMEDIATELY AFTER INS'tALLATION UF'ON PROVIDING SUPPORT PER PLAN. S. DURING THE LENGTH OF THE GUARANTEE PERIOD, BE RESPONSIBLE FOR PROPER STAKING AND/OR GUYING OF TREES TO ENSURE STABILITY. T. MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 3:i SLOPE WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK PER SPECIFICATIONS AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT MULCH SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO JOB SITE. U. ANNUAL COLOR TO !IE SELECTED BY LANDSCAPE ARCHITECT AT TIME OF INSTALLATION. REQUEST RECOMMENDATION A MINIMUM OF 48 HOURS IN ADVANCE OF NEED FOR DELIVERY. EROSION CONTROL NOTES • SLOPES REQUIRING EROSION CONTROL MEASURES AS SF'ECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING STANDARDS: A. STANDARD #1 -COVER CROP I JUTE MESH COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN 30 DAYS. TYPE OF JUTE MESH SHALL BE APPROVED BY THE CITY ANO STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. JUTE MESH SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15TH AND APRIL 15TH. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR JUTE MESH SHALL BE USED. II. STANDARD #2 -GROUNDCOVER 100% OF AREA TO BE PLANTED WITH A GROUND COVER KNOWN TO HAVI!. EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN (1) YEAR). C. STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUl!!S (PLANTED FROM A MINIMUM OF 2-3/4"11NERS) SHALL CDVERA MINIMUM OF 70% OF THE SLOPE FACE (AT MATURE SIZE). 0. STANDARD #4 -TREES ANO I OR LARGE SHRUBS TREES AND/ OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GAL. CONTAINERS) AT A MINIMUM RATE OF ONE PLANT PER 200 SQUARE FEET. • ALL SLOPES 3:1 OR STEEPER ANO 4' OR GREATER IN HEIGHT REQUIRE STANDARD$ #1 AND #2. • ALL SLOPES 6:1 OR STEEPER ANO 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. • ALL SLOPES 6:1 OR STEEPER ANO 4' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2 AND #3. • ALL SLOPES 6:1 OR STEEPER ANO 8' OR GREATER IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3 AND #4. • COVER SEED CROP COMPOSITOIN TO BE: DESCRIPTION ESCHSCHOLZIA CALIFORNICA LUPINUS SUCCULENTUS O'CONNOR'S LEGUME FIBER MULCH 16-16-16 FERTILIZER STABILIZING BINDER I 1 #/ACRE 2 2 20 2000 400 120 I i F I i ' ' ! I; I \ \ 7 \ I \ 7 \ 7 7 ~~ -•--•--• -•--•-•--\ \/\/\/\/\ _-__ \/\_1·\.6.6.1 /; I I\ /\ I\ 1\ \ L EQUAL L " " NOTES A. ALL SHRUBS I GROUND COVERS SHALL es PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR $PACING REQUIREMENTS. GROUNDCOVER PLANTING SECTION LEGEND: 1. LOCATE PLANTS WITH EQUAL SPACING AS INDICATED ON PLAN, TRIANGULAR SPACING. 2. 24" CLEAR VEHICLE OVERHANG ZONE - LOW (MAX. 8" HT.) GROUND COVER ONLY. 3. CURB 4. SPRINKLER HEAD -LOCATE BETWEEN PARKING STALLS WHENEVER POSSIBLE - MAX. 6" POP-UP WHEN LOCATED IN VEHICLE OVERHANG ZONE. 5. VEHIC~E @®CD I @6 • • 6. 112 SPA.GING FOR SPECIFIED PLANT MATERIAL PLAN VIEW PLANTING ADJACENT TO PARKING NOT TO SCALE C • N.T.S. .,,--{ 1 ROOTBALL "' -~ 2XDIA. -I------+ OF ROOTBALL LEGEND 1. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT 2. WATERING BASIN -MIN 4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. 3. FINISHED GRADE 4. AMENDED BACKFILL MIX· SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS 6. ROOTBALL OF PLANT -MUST NOT BE ROOTBOUNO. LOOSEN ANY TIGHT-PACKED ROOTS. 7. EXISTING SOIL 8. "CROWN" OF PLANT -MUST NOT BE !'JURIED BELOW LEVEL OF SURROUNDING SOIL. SHRUB PLANTING 1---CD ~ 2XDIA. OFROOTBALL LEGEND 1. WALL, FENCE OR TRELLIS, PER PLAN 2. WATERING BASIN -MIN 4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. 3. FINISHED GRADE 4. 5. 6. 7. 8. 9. AMENDED BACKFILL MIX -SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. FERTILIZING TABLETS PER SPECIFICATIONS ROOTBALL OF PLANT· MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. EXISTING SOIL "CROWN" OF PLANT. MUST NOT ee BURIED BELOW LEVEL OF SURROUNDING SOIL. PLACE VINE AS CLOSELY AS POSSIBLE TO WALL, FENCE, TRELLIS OR OTHER SUPPORT. SECURE LEADER TO SUPPORT WITH GREEN NURSERY TAPE. (USE NOT TO SCALE EPOXY-TIE ON WALLS AND FENCES). SECURE ALL OTHER LENGTHY BRANCHES IN AN OUTWARD RADIAL PATTERN WITH ADDITIONAL GREEN NURSERY TAPE (AND EPOXY-TIES), AS NECESSARY, TO DIRECT GROWTH. AFTER VINE IS ADEQUATELY SECURED, REMOVE NURSERY STAKE. B 2X DIA. OF ROOTBALL LEGEND 1. SPECIMEN 1"REE, 38" aox OR LARGER 2. BLACK PVC HOSE WITH 118" BRAIDED GALVANIZED STEEL GUY CABLE, USE GALVANIZED CABLECLAMPS AND TURNBUCKLE. MINIMUM (3) GUYS PER TREE, PROVIDE ADDITIONAL GUYS IF REQUIRED DUE TO SITE CONDITIONS. 3. FINISH GRADE. CROWN OF TREE MUST NOT BE PLANTED BELOW THIS LEVEL. 4. WATERING BASIN· MINIMUM 4" DEPTH. MULCH TO 2" DEPTH AND DEEP WATER TREE IMMEDIATELY AFTER PLANTING. REMOVE BASIN AT END OF MAINTENANCE PERIOD. 8. TREE ROOTBALL. MUST NOT BE ROOT BOUND. LOO!!l!N ANY TIGHT PACKED ROOTS. 8. AMENDED BACKFILL MIX-SEE SPECIFICATIONS. TAMP AND WATER-SETTLE BACKFILL BEFORE PLANTING SO THAT TREE DOES NOT SINK AFTER PLANTING. 7. ~ERTILIZER TABLETS PER SPECIFICATION!!. 8. EXISTING SOIL 9. MODEL 88 DUCKBILL EARTH ANCHOR WITH 118" BRAIDED GALVANIZED STEEL CABLE. 10. 112" DIA. X 2'-0'' LONG WHITE ~VC WARNING DEVICE TO !IE INSTALLED IN PUBLIC AREAS. 11. ARBOR-GARD TRUNK PROTECTOR FOR USE IN TURF AREAS. TREE PLANTING -36" BOX & LARGER NOT TO SCALE t t; ~i ~ ~~ ~~ ;io ,.'. :5 OF ROOTBALL LEGEND 1. 24" CORDED TIE. see SPECIFICATIONS. ATTACH WITH ROOFING NAILS (4 TYP.) 2. 2" DIA. X 10' LODGE POLE PINE STAKE (2 TYP.) KEEP CLEAR OF ROOTBALL AND CROWN OF TREE. SEE SPECIFICATIONS. 3. WATER BASIN, 3" MIN. DEPTH AFTER WATERING BY HOSE. REMOVE BASIN IN LAWN AREAS ANO AS DIRECTED BY LANDSCAPE ARCHITECT. 4. FINISHED GRADE. 8. AMENDED BACKFILL. SEE SPECIFICATIONS FOR MIX ANO PIT SIZE. 8. PLANT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL. 8. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. a. ARBOR-GARD TRUNK PROTECTOR FDA USE IN TURF AREAS 10. SET TOP OF ROOTBALL 3" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. 11. INSTALL #UB24-2 ROOT BARRIER, AS MANUFACTURED BY DEEP ROOT, (BOO) 458-7668, AT ALL TREES WITH IN 5' OF HARDSCAPE, OR AS SHOWN ON PLANTING PLAN. NOTE: MAINTAIN TURF 3" CLEAR FROM TREE TRUNK. TREE PLANTING -24" BOX & SMALLER NOT TO 8C:ALE FOR LANDSCAPE PLANTING PLANS - SEE SHEETS L5.1 -L5.3 (13-15) FOR LANDSCAPE SPECIFICATIONS- SEE SHEETS L7.1 -L7.4 (17-20) APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE VINE PLANTING NOT TO SCALE LOCATION OF PLANTING AREAS. c,i ,-.--------~------~~-----,.------------,,-----.L..----------+r~~~~~~~~~!'!~!!!!!~~~!'I~ REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, I -· 11 CITY OF CARLSBAD 11 ett••·· 1 (" I i I !i I' I' I OPUS. Opus Architects & Engineers, Inc. 2555 EAST CAMELBACK RD SUITE 800 PHOENIX, ARIZONA 85018 602-468-7000 602-468-7010 FAX ' i I ! I I I R I D G E LANDSCAPE ARCHITECTS 755 Ral-Dnve, Suite 3D0 Cansbed, CA 92009 Tel 760 438 1002 Fax 7604381155 www.rk1gela.com DATE ~.C.E. ------R.C.E. _____ _ REVIEWED IIY: INSPECTOR DATE ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO 1B PLANNING DEPARTMENT 20 IMPLEMENTATION IN FIELD. '<: DATE BY DESCRIPTION APP'D FIEVl810N8 ' I' I LANDSCAPE PLANTING DETAILS & NOTES OPUS POINT LOT 25 3115 MELROSE DRIVE CHKD IY-=-- nELD IY PIP0516 11 , I ---434-6L .. • a CJ < "" -u SECTION 02811 LANDSCAPE IRRIGATION SYSTEM RECLAIMED WATER Note: In case of conflicts, City of Oceanside Standard speotflcatlons shall take precedence. Part 1 -GENERAL 1.01 SUMMARY A. It is the Intent of the specifications and drawings that the finished system Is complete in every respect and shall be ready for operation satisfactory to the Owner. B. The work shall include alt materials, labor, services, transportation, and equipment necessary to perform the work as indicated on the drawings, in these specifications, and as necessary to complete the contract. 1.02 CONSTRUCTION DRAWINGS A. Due to the scale of the drawings, It Is not possible to Indicate all offsets, fittings, sleeves, etc. which may ba required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. El. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. When an Item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown on both. The Architect shall have final authority for clarification. When a conflict occurs between an item shown on the plan and as shown on the specifications, the Architect shall have final authority for clarification. C. The Contractor shall not wilfully Install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Architect as soon as detected. In the event this notification is not performed, the Irrigation Contractor shall assume full responsibility for any revision necessary. 1.03 QUALITY ASSURANCE A. Provide at least one English speaking person who shall be present et all times during execution of this portion of the work and who shall be thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of installation and who shall direct all work performed under this section. B. Manufacturer's directions end detailed drBWlngs shall be followed In all cases where the manufacturer of articles used in this contract furnishes directions covering points not shown in the drawings and specifications. C. All local, municipal and state laws, rules end regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations of the same. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no additional cost to Owner. E. The Contractor shall secure the required licenses and permits Including payments of charges and fees, give required notices to public authorities, verify permits secured or arrangements made by others affecting the work of this section. 1.04 SUl'IMITTALS A. Materials List: 1. After award of contract and before any Irrigation system materials are delivered to the job site, submit to the Owner a complete list of all irrigation systems, materials, or processes proposed to be furnished and installed as part of this contract. 2. Show manufacturer's name and catalog number for each item, furnish complete catalog cuts and technical data, furnish the manufacturer's recommendations as to the method of installation. 3. No substitutions wttt be attowed without prior written acceptance by the City Inspector, the Architect or Owner's authorized representative. 4. Manufacturer's warranties shall not relieve the Contractor of his llablllty under the guarantee. Such warranties shall only supplement the guarantee. B. Substitutions: If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and specifications, he may do so by providing the following information to the Architect or Owner's authorized representative for approval. 1. Provide a written statement Indicating the rel!ll!On for making the substitution. 2. Provide catalog cut sheets, technical data, and performance information for each substitute item. 3. Provide in writing the difference In Installed price 11 the item is accepted. 1.05 EXISTING CONDITIONS A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, electrical supply, and telephone line connection to the irrigation system. 1!3. Irrigation design Is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start of construction. Should a discrepancy exist, notify the Architect and Owner's authorized representative prior to beginning construction. C. Prior to cutting Into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are commonly encountered underground and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work, the Contractor shall promptly notify the Architect and Owner who will arrange for relocations. The Irrigation Contractor will proceed in the same manner if a rock layer or any other such conditions are encountered. I I ! 1J I i D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. Contractor shall repair, at his owh cost, all damage resulting from his operations or negligence. E. The Irrigation Contractor shall coordinate with the General Contractor for Installation of required sleeving as shown on the plans. 1.06 INSPECTIONS A. B. C. The Contractor shell permit the Architect and Owner's authorized representative to visit anti inspect at all times any part of the work and shall provide safe access for such visits. Where the specificatlbns require work to be tested by the Contractor, it shall not be covered over until accepted by the Architect, Owner's authorized representative, and/or governing agencies. The Irrigation Contractor shall be solely responsible for notifying the Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered at the Irrigation Contractor's expense. Inspections will be required for the following at a minimum: 1. System layout 2. Pressure test of Irrigation main line (Four hours at 125 PSI or 12b% of static water pressure, which ever is greater.) 3. 4. 5. Coverage test of irrigation system Final inspection prior to start of maintenance period Final acceptance D. Site observations and testing will not commence without the record dfawlngs as prepared by the Irrigation Contractor. Record drawings must complete and up to date for each site visit. E. Work which falls testing and is not accepted will be retested. Hourly rates and expenses of the Architect, Owner's authorized representative, and governing agencies for reinspection or retesting will be paid by the Irrigation Contractor at no additional expense to Owner. 1.07 STORAGE AND HANDLING A. Use all means nllcessary to protect Irrigation system materialt before, during, and after installation and to protect the installation work and materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. B. Exercise care In hand1inQ, loading, unloading, and storing plastic pipe and flttlngs cinder cover until ready to install. Transport plastic pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. 1.08 CLEANUP AND DISPOSAL A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do so by the Owner's authorized representative. B. At the time of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off-site in a legal disposal area. 1.09 TURNOVER ITEMS A. Record Drawings: 1. Record accurately on one set of contract drawings all changes in the work constituting departures from the original contract drawings. 2. The changes and dimensions shall be recorded in a legible and workmanlike manner to the satisfaction of the owner. Prior to final inspection of work, submit record drawings to the Architect or Owner's authorized representative. :3. Dimensions from/to permanent points of reference such as buildings, sidewalks, curbt, etc. shall be shown. Date on record drawings shall be recorded on a day to day basis as the project is being installed. All lettering on drawings shall be minimum 1/8 inch in size. 4. Show locations and depths of the following Items: a. Point of connection (including water meters, backflow prevehtors, master control valves, etc.) b. Routing of sprinkler pressure lines (dimensions shown at a maximum of 100 feet along routing) c. Gate valves d. Automatic remote control valves e. Quick coupling valves f. Routing of control wires g. Irrigation controllers h. Related equipment (as may be directed) 5. Maintain record drawings on site at all times. Upon completion of work, transfer all as-built information and dimensions to reproducible mylar prints. B. Controller Charts: 1. Record drawings must be approved by Architect and/or Owner's authorized representative before charts are prepared. 2. Provide one controller chart for each automatic controller. Chart shall show the area covered by the particular controller. 3. The chart is to be a reduced copy of the actual "record" drawing. 'In the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a readable size. 4. When completed and approved, the chart shall be hermetically s~a'led between two pieces of plastic, each piece being a minimum 20 mils in thickness. C. Operation and Maintenance Manuals: 1. Two individually bound copies of operation and maintenance manuals shall be delivered to the Architect or Owner's authorized representative at least 1 O calendar days prior to final inspection. The manuals shall describe the material installed and Iha proper operation of the system. 2. Each complete, bound manual shall Include the following Information: a. Index sheet stating Contractor's address and telephone number, duration df guarantee period, list of equipment including names and addresses of local' manufacturer representatives. b. Operating and maintenance instructions for all equipment. c. Spare parts lists and related manufacturer information for all equipment. D. Equipment: 1. Supply as a part of this contract the following items: a. Two (2) wrenches for disassembly and adjustment of each type of sprinkler head used in the irrigation system. b. Three 30-inch sprinkler keys for manual operation of control valves. c. Two keys for each automatic controller. d. Two quick coupler keys with a 3/4" bronze hose bib, bent nose type with hand wheel and two coupler lid keys. e. One valve box cover key or wrench. f. One 5-foot tee wrench for operating butterfly valves (If used). g. Six extra sprinkler heads of each size and type. 2. The above equipment shall be turned over to Owner's authorized representative at the final inspection. 1.10 COMPLETION A. At the time of the pre-maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing agencies will inspect the work, and if not accepted, will prepare a list of items to be completed by the Contractor. At the time of the post-maintenance period or final inspection the work will be reinspected and final acceptance will be in writing by the Architect, Owner's authorized representative, and governing agencies. B. The Owner's authorized representative shall have final authority on all portions of the work. C. After the system has been completed, the Contractor shall instruct Owner's authorized representative in the operation and maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the owner's satisfaction by the Contractor without any additional expense to the owner. Repairs shall include the complete restoration of all damage to planting, paving or other improvements of any kind as a result of the work. 1.11 GUARANTEE A. The entire sprinkler system, including al'I work done under this contract, shall be unconditionally guaranteed against all defects and fault of material and workmanship, including settling of backfilled areas below grade, for a period of one (1) year following the filing of the Notice of Completion. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to owner within ten (10) calendar days of receipt of written notice from Owner. When the nature of the repairs, as determined by the Owner, constitutes an emergency (i.e. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfaction of the Owner by Iha Contractor, all at no additional cost to the Owner. B. Guarantee shall be submitted on Contractors own letterhead as follows: GUARANTEE: FOR SPRINKLER IRRIGATION SYSTE:M ! We heretJy guarantee that the sprinkler Irrigation system we have furnished and installed Is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. Wa agree to repair or replace any defective material during the period of one year from date of filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the owner. We shall make such repairs or replacements within 10 calendar days following written notification by the owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from owner, we authorize the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. l='ROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE: Part 2 • MATERIALS 2.01 SUMMARY Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or furnished that do not meet Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. 2.02 PIPE: A. Pressure supply line from point of connection through basket strainer unit shall be Type "K" copper or brass pipe. El. Pressure supply lines 2 inches In diameter and up to :3 Inches in diameter downstream of basket strainer unit shall be Class 315 and 1 1/2" or less shall be schedule 40 solvent weld PVC. Piping shall conform to ASTM D2241. C. Non-pressure lines 3/4 Inches In diameter and larger downstream of the remote control valve shall be Class 200 PVC. Non-pressure lines 1" and larger to conform to ASTM D2241. D. Recycled water PVC pipe to be color coded "purple" in color and marked on two sides with recycled water warning statements "CAUTION -RECYCLED WATER". Recycled water piping must be accepted by the local recycled water governing agencies. Recycled water PVC pipe shall use standard Sch. 40 PVC fittings. Recycled Water PVC pipe to be purple water pipe. 2.03 METAL PIPE AND FITTING$ A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. B. Fittings shall be medium brass, screwed 125-pound class. C. Copper pipe and fittings shall be Type "K" sweat soldered. 2.04 PLASTIC PIPE AND FITTINGS A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation Foundation approval, Commercial Standards designation, and date of extrusion. El. All plastic pipe shall be extruded of an Improved PVC virgin pipe compound in accordance with ASTM D2241 or ASTM D1784. C. All PVC fittings shall be standard weight Schedule 40 and shall be injection molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Threaded plastic fittings shall be Injection molded. All tees and ells shall be side gated. All fittings shall conform to ASTM D2466. D. All threaded nipples shall be standard weight Schedule eo with molded threads and shall conform to ASTM D1785. E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer's recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM D2564 and ASTM D2855. F. When connection is plastic to metal, female adapters shall be hand tightened, plus one tum with a strap wrench. Joint compound shall be non-lead base Teflon tape. 2.05 BASKET STRAINER A. The basket strainer unit shall be of the manufacturer, size, and type indicated on the drawings. B. The basket strainer unit shall be installed In accordance with the requirements set forth by local codes. 2.06 VALVES A. Gate Valves: 1. Gate valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Gate valve shall have threaded ASTM B-62 bronze body, bonnet and wedge, silicon bronze stem, and malleable Iron handwheel. :3. All Gate valves shall have a minimum working pressure of not less than 150 psi and shall conform to AWWA standards. B. Quick Coupler Valves: 1. Quick coupler valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Quick coupler valves shall be brass with a wall thickness guaranteed to wtlhstand normal working pressure of 150 pal without leakage. Valves shall have 1" female threads opening at base, with two-piece body. Valves to be operated only with a coupler key, designed for that purpose. Coupler key is inserted into valve and a positive, watertight connection shall be made between the coupler key and valve. Hinge cover shall be the locking type constructed of brass with a rubber-like vinyl cover. Vinyl quick coupler cover to be purple in color with the words "WARNING -RECYCLED WATER -DO NOT DRINK" permanently marked on the lid. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~ ,,,_ ______ ..,.. __________ ,... _________ .,... ______________ .•••➔,!!!!!!!~~!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!~!!!!!!!~ I 8H1E&7 I II CITY OF CARLSBAD 11·-· 1 ~ i I, ii i I I I I i I Ii I I i , I ' ' i OPUS® Opus Architects & Engineers, Inc. 2555 EAST CAMELBACK RD SUITE 800 PHOENIX, ARIZONA 85016 602-468-7000 602-468-7010 FAX ! i I 1 , I I ; I' I. 11 I ! ' ' ! • i I. I 11 I I . ' I I II R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, SuHe 300 Cansbad, CA 92009 Tel 760 4381002 Fax 760 4381155 www.ridgela.com 1 I R.C.E. _____ _ REVIEWED BY: INSPECTOR 1.I DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. . PLANNING Dl!!PAATMl!NT 20 C' CONSTRUCTION SPECIFICATIONS FOR: OPUS POINT LOT 25 3115 MELROSE DRIVE ~ < ~ - R.C.[. ------~-----1----i-------------------1-----, ~::::::::::===================, t----------------------r----1J~~nii4K>=-----I .. .. a r::/."Z2 ['Db DATE (J DATE BY DESCRIPTION APP'D DATE REV1810N8 DWN IY ___ _ CHKD IY RS P"IELD IY I l'Ro.mcT NO. . PIP0516 11 DM-No. I 434-6L < -.,_ -IJ I I 1 ,I I I I, 11: I I I, L7.1 ' I I I I }, 11 I ~MWI# 1 1., 1 ' Iii ii II I, i ] , rt O ' 0 ....,....,. C. Automatic Control Valves: 1. Automatic control valves shat1 be of the manufacturer, size, end type indicated on the drawings. 2. Automatic control valves shall be electrically operated. D. Anti-drain Valves: 1. Anti-drain valves shall be of the manufacturer, size, end type Indicated on the drawings. 2. Anti-drain valves shall have 18-8 stainless steel springs and valve stems with Buna-N seals. 3. Anti-drain valves will have threaded connections the size of the riser or pipe they are to be installed onto, or the next available size. No slip connection anti-drain valves are allowed. 2.07 VALVE BOXES A. Valve boxes shall be fabricated from a durable, Weather-resistant plastic malarial resistant to sunlight and chemical action of soils. B. The valve box cover stiall be purple In color 1md permanently marked with the words "WARNING -RECYCLED WATER -DO NOT DRINK". Valve box cover shall be secured with a hidden latch mechanism or bolls. C. The cover and box shall be capable of sustaining a load of 1,500 pounds. D. Reclaimed water PVC pipe to be color coded "purple' In color and marl<ed on two sides with reclaimed water warning statements "CAUTION -RECYCLED WATER". Reclaimed water piping must be accepted by the local reclaimed water governing agencies. Reclaimed water PVC pipe shall use standard Sch. 40 PVC fittings. Recycled Water purple PVC pipe. 2.03 METAL PIPE AND FITTINGS A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. D. Valve box extensions shall be by the same manufacturer as the valve box. E. Automatic control valve boxes shall be 1 t!"x11"x12" rectangular size. Valve box covers shell be marked "RCV" with the valve identification number "heat branded" onto the cover in 2 inch high letters/numbers. F. Gate valve and quick coupler valve boxes shan be 1 O" circular size. Valve box covers shall be marked with either "GV" or "QCV" "heat branded" onto the cover in 2-inch high letters/numbers. 2.08 AUTOMATIC CONTROLLER A. Automatic controller shall be of the manufacturer, size, and type Indicated on the drawings. B. Automatic controller enclosures 11hall be of the manufacturer, size, and type Indicated on the drawings. Enclosure shall be vandal-resistant, ventilated and waterproof. 2.09 ELECTRICAL A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior 1;nstellatlons. B. All electrical work shall conform to local codes and ordinances. 2.10 LOW VOLTAGE CONTROL WIRING A. Remote control wire shan be direct-burial AWG-UF type, size as Indicated on the drawings, and in no case smaller than 14 gauge. B. Connections shall be either epoxy-sealed packet type or Penn-Tile connectors. C. Ground wires shall be white In color. Control wires shall be red (where two or more controllers are used, the control wires shall be a different color for each controller. These colors shall be noted on the "Record Drawings" plans located on controller door). 2.11 IRRIGATION HEADS A. Sprinkler heads shal1 be of the manufacturer, size, type, with radius of throw, operating pressure, and discharge rate Indicated on the drawings. B. Pop-up heads and riser heeds stiall be used as Indicated on the drawingli. C. Pop-up heads and gear driven rotors used on recycled water systems shllll'I have a color coded purple cap with recycled water warnings embossed on the top surface. Riser heads shall have a self adhesive recycled water slicker placed on the riser directly below the sprinkler body. All recycled water warnings shal'I be In English and Spanish and have the international symbol for "Do Not Drink". All reclaimed water warnings shall be as required by the local water utility. 2.12 MISCELLANEOUS EQUIPMENT Rain sensor shall be of the manufacturer, size, and type indicated on !he drawings. Part 3 -EXECUTION 3.01 SITE CONDITIONS A. Inspections: 1. Prior to all work of this section, carefully Inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. 2. Verify that irrigation system may be installed In strict accordance with all pertinent codes and regulations. the original design, the referenced standards, and the manufacturer's recommendations. B. Discrepancies: 1. In the event of discrepancy, Immediately notify the Architect or Owner's authorized representative. 2. Do not proceed with installation in areas of discrepancy unlll all discrepancies have been resolved. C, Grades: 1. Before starting work, careful'ly check all grades to determine that work may safely proceed, keeping within the specified materiel depths with respect to finish grade. 2. Final grades shall be accepted by the Engineer before work on this section will be allowed to begin. I D. Field Measurements: 1. Make all necessary measurements In the field to ensure precise flt of items in accordance with the original design. Contractor shall coordinate the installation of all irrigation materials with all other work. 2. All scaled dimensions are approximate. The Contractor shall chedk and verify all size dimensions prior to proceeding with work under this section. 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. E. Diagrammatic Intent: The drawings ere essentlalty diagrammatic. The size and location of equipment ahd fixtures are drawn to scale where possible. Provide offsets in piping and changes in equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with other work at no additional expense to Owner. F. Layout: . 1. Prior to lnstallatibn, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventor, and automatic controller. 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted areas. G. Water SupJ)ly Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. H. Electrical Service: 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. 2. Contractor shall make 120 volt connection to the irrigation controllers. Electrical power source to controller locations shall be provided by others. 3.02 TRENCHING A. Excavations shl!III be 1stralght with vertical sides, even grade, and support pipe eontinuously on bottom of trench. Trenching excavation shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below subgrade. 8. Provide minimum cater of 24 Inches on pressure supply lines 2 ½ Inches and smaller and 36 inches under vehicular paving. C. Provide minimum cover of 18 Inches for control wires. D. Provide minimum cover of 12 Inches for non-pressure lines. E. Pipes Installed in a common trench shall have a 6 Inch minimum space between pipes. 3.03 BACKFILLING A. Backfill material on all lines shall be the same as adjacent soil free otdebrls, litter, and rodks over ½-inch in diameter. B. Backfill shell be tamped In 4-lhch layars under the pipe and unlform'ly on both sides for the full width of the trench and the full length of the pipe. Backfill materials 11hall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. C. Flooding In lieu df tamping Is not allowed. D. Under no clrcumlltanbes shall truck wheels be used to compact back1'111. E. Provide sand backfill a minimum of 6 Inches over and under all piping under paved areas. 3.04 PIPING A. Piping under existing paveml!lnt may be Installed by jacking, boring, dr hydraullc driving. No hydraulic driving is permitted under asphalt pavement. B. Cutting or breaking of existing pavement is not permitted. C. Carefully Inspect all pipe and fillings before Installation, removing dirt; scale, burrs and reaming. Install pipe with all marl<ings up for visual inspection and verification. D. Remove all dented and damaged pipe sections. E. All llnes shall have a minimum clearance of 6 inches from each other and 12 inches from lines of other trades. ; F. Parallel lines shall ndt be installed directly over each other. G. H. I. i In solvent welding, ujie only the specified primer and solvent cement and 'ma'ke all joints in' strict accordance with the manufacturer's recommended methods includlhg wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling. PVC pipe shall be Installed In a manner which will provide for expansion and contraction all recommended by the pipe manufacturer. Centerload all plastic pipe prior to pressure testing. J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape. K. For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe dope an all threaded plastic-to-metal connections, except where noted otherwise. All plastic-to-metal connections shall be made with plastic female adapters. L. All solvent weld mainline piping is to be secured with minimum one cubic foot thrust blocks al all directional changes. Bell and gasket pipe to have a Leemco joint restraint system Installed on all fittings in lieu of thrust blocks. 3.05 CONTROLLER A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before installation. The electrical service shall be coordinated with this location. B. The Irrigation Contractor shall be responsible for the flnal electrical hook up to the irrigation controller. C. The irrigation system shall be programmed to operate during the periods of mir\lmal use of the design area or in accordance with the irrigation schedule provided. 3.06 CONTROL WIRING A. Low voltage control wiring shall occupy the same trench and shall be Installed along tt,e same route as the pressure supply lines whenever possible. B. Where more !hen one wire is pieced In a trench, the wiring shall be taped together In a bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at Intervals of 20 feet. C. All connections shall be of an approved type and shall occur In a valve box. Provide an 18 Inch service loop at each connection. D. An expansion loop of 12 Inches shall be provided et each wire connection andlbr directional change, and one of 24 inches shall be provided at each remote control valve. E. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be used without prior approval. F. Pull boxes for the low voltage control wires shall be provided at a spacing of 480 feet on center along the wire route. An expansion loop of 24 inches shall be provided at each control wire pull box. 3.07 VALVES A. Automatic control valves, manual valves, gate valves, end ban valves are to be installed in the approximate locations indicated on the drawings. B. Valve s~all be installed in shrub areas whenever possible. C. Install ah valves as Indicated in the detail drewings. 0. Valves lb be Installed In valve boxes stiall be installed one valve per box. 3.08 VALVE BOXES A. Valve boxes shall be installed In shrub areas whenever possible. B. Each valve box shall be installed on a foundation of 3/4 inch gravel backfill, 3 CIJbic feet minimum. Valve boxes shall be installed with their tops ½-inch above the surface of surrounding finish grade In lawn areas and 2 inches above finish grade in ground cover areas. 3.09 BASKET STRAINER A. Install basket strainer unit as indicated In the detail drawlnge. B. Install basket strainer at location approved In the field and at height required by tocail codes. 3.10 SPRINKLER' HEADS A. Sprinkler heads shall be lngtalled as Indicated on ttie drawinga. B. Spacing of heads shall not exceed maximum Indicated on the drawings. C. Riser nipples shall be of the s11me size !!IS the riser opening in the sprinkler body. D. Pop-up sprinkler heads shall not be Installed using side outlet openings. 3.11 MISCELLANEOUS EQUIPMENT A. Install all assembl'les specified herein according to the respective detail drawn!)s or specifications, using best standard practices. B. c. D. Quick coupler valves shall be set approximately 12 Inches from walks, curbs, header boards, or paved areas where applicable. Unless designed as an Integral pert of the Irrigation head, anti-drain valves will be installed under every head. The anti-drain valve will be the same diameter es the riser and be Integral to the riser assembly. Install rain sensors as indicated on the drawings and as recommended by the manufacturer. I D. The Contractor shall furnish all materials and perform all work required to correct any Inadequacies of coverage due to deviations from the plans, or where the system has been wilfully Installed as indicated on the drawings when It is obviously inadequate, without 3.12 FLUSHING THE SYSTEM A. Prior to Installation of sprinkler nozzles, the valves shall be opened and a full head of water used to flush out the lines and risers. B. Sprinkler nozzles shell be Installed after flushing the system has been completed. 3.13 ADJUSTING THE SYSTEM A Contractor shall adjust va'lves, align heads, and ct,eck coverage of each system prior to coverage test. B. If It Is determined by the Architect or OWner's authorized representative that additional adjustments or nozzle changes will be required to provide proper coverage, all necessary changes or adjustments shall be made prior to any planting. Cl The entire system shell be operating properly before eny planting operations commence. o: Automatic control valves are to be adjusted so that the sprinkler heads operate at the pressure recommended by the manuf!!IClurer. 3.14 TESTING AND OBSERVATION A Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested end accepted by the Architect, Owner, and governing agencies. B. The Contractor shall be solely responsible for notifying the Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. C. When the sprinkler system l·s completed, the Contractor shaft perform a coverage test of each system In its entirety to determine If the water coverage for the planted areas is complete and adequate In the presence of the Architect. bringing this to the attention of the Architect. This test shall be accepted by the Architect and accomplished before starting any planting. E. Final inspection will not commence without record drawings as prepared by the Irrigation Contractor. 3.15 MAINTENANCE OU ring the maintenance period the Contractor shell !ldJust and maintain the Irrigation system In a fully operational condition providing complete irrigation coverage lo all intended plantings. 3.16 COMPLETION CLEANING Clean-up shall be made as each portion of the work progresses. Refuse end excess dtrt stiall be removed from the site, all walks and paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions. END OF SECTION <i ----------"""'l~----------•ii-'----.--------------.... -------------------+,!!!!!!!!!!!!!!!!'l!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!l'l!!!!!!!!!!!!l't C I --I I CITY OF CARLSBAD II ..... 20·· 1 ~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ' I I I i I I II ' ' ' I' , fJ OPUSe Opus Architects & Engineers, Inc. 2555 EAST CAMELBACK RO SUITE800 PHOENIX, ARIZONA 85015 602-468-7000 602-468-7010 FAX I I I I I I I ' I, R I D G E LANDSCAPE ARCHITECTS 755 Ralntree □rl,e, Suite 300 Carlsbad, CA 92009 Tel 760 438 1002 Fax 760 43B 1155 www.rldgela.com I I R.C.E. ----- REVIEWED BY: INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR ANO DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 18 PLANNING DEPARTMl!!NT . CONSTRUCTION SPECIFICATIONS FOR: OPUS POINT LOT 25 3115 MELROSE DRIVE R.C.E. ______ !----t--t----------------t-----!~:::;:;:::::::::::==================:: IAPP~ J .1.!!12!.!!!_ PL.ANH~ I ~'Z~~ DATE DATE BY DESCRIPTION APP'D OWN BY I .... ~-NO, 11 --NO, CHKD BY RS DAT[ FIEVl810N8 rlCLD BY PIP0516 434-6L I CMWD# L7.2 I ' ' : ' ' . ' i I I ' ' '' ' I ; ' , 1 ' I "" < ~ • .. Cl --CJ -< ,t. -u ~!.,~ SECTION 029!50 LANDSCAPE PLANTING Part 1 -GENERAL 1.01 WORK INCLUD!D A. Soll Preparation. B. Planting. C. Staking. D. Sodding. E. Clean up. 1.02 RELATED WORK A. Section 02811 -Landscape Irrigation System. 1.03 QUALITY ASSURANCE A. Source Quality: 1. Submit documentation at least 80 days prior to planting that all plant materials are available. Materials are subject to Inspection after confirmation of ordering. 2. Materials are subject to inspection at place of growth and upon delivery, for conformity to specifications. Inspection, approval and rejection can also take place at other times during progress of work. 3. Request, In writing, Inspection of plant materials at place of growth. Identify place of growth, and quantity of plants to be Inspected. 4. As described in the planting notes for tree tagging, the Archltact may opt to either visit the tree nursery or review photographs submitted by the Contractor. In either case visit the nursery and select trees conforming to specifications prior to review by the Architect. 1.04 SUSMITTALS A. Prior to Installation submit for review and approval specifications and product information on items being used on project. Submit bound with list of items as cover sheet. Conform to Section 01300. 1.0ll D!LIVERY, STORAGE AND HANDLING A. Deliver fertilizer to site In original unopened containers bearing manufacturer's guaranteed chemical analysis, name, trade mark, and conformance to State law. B. Provide copies of receipts for all amendments specified In these specifications or In the Soils Report. C. Deliver plants with leglble Identification labels. Label treas, evergreens, bundles of containers of like shrubs and groundcover plants. State correct plant name and size Indicated on plant list. Use durable waterproof labels with water-resistant Ink which will remain legible for at least 80 days. D. Protect plant materlal during dellvery to prevent damage to root ball or desiccation of leaves. E. Notify Architect 7 days In advanca of delivery of plant materlals and submit Itemization of plants In each delivery. F. Store plants In shade and protect from weather. G. Maintain and protect plant materlal In II healthy, vigorous condition. H. Exercise care In handling, loading, unloadlng and storing of plant materials. Replace damaged materials. 1.011 JOB CONDITIONS A. Perform actual planting only when weather and soll conditions are suitable In accordance with locally accepted practice. B. Coordinate this work of this ■action with lnstanatlon of underground Irrigation system, utllltles, piping and watering heads. 1.07 SAMPLES AND TESTS A. Architect reserves the right to take and analyze samples of materials for conformity to specifications. Provide samples for testing upon request. Remove rejected materials from site Immediately upon rejection at no additional cost. Testing costs will be paid for by Owner If materials prove to be In compliance with specifications. B. Prior to amending soils, contractor shall have soil tasted for agricultural sultablllty as described In planting notes. C. Provide 1 cubic foot sample of medium grind topping mulch to Architect for review and approval. 1.08 GUARANTEE A. Guarantee materials against poor, Inadequate, diseased and Inferior materlals and workmanship for one year after 90 day maintenance agreement expiration. Part 2 -PRODUCTS 2.01 MATERIALS A. The following organic, soll amendments and fertilizer are to be usild for bid purposes only. Specific amendments and fertlllzer will be selected and specified after rough grading operations are complete and Contractor has had soil samples tested. B. Provide standard, approved and first-grade quality materials, in prime condition when Installed and accepted. Deliver commercially processed and packaged material In manufacturer's unopened containers bearing the manufacturer's guaranteed analysis. Supply a sample of sll supplied materials accompanied by analytical data from an approved laboratory source Illustrating compliance, or bearing the manufacturer's guaranteed analysla. ' ' ! ' C. Organic Amendment: 1. Nitrogen Stabilized: 0.58 to 0.84 percent N based 0In dry wllj!ht for wood residual or rice hulls. 2. Particle Size: '95 to 100 percent passing 8.35 mm standard sieve; 80 to 100 percent passing 2.33 mm standard sieve. 3. Sallnlty: Ensure that saturation extract conductivity does nort exceed 3.S millimohs per centimeter at 2!5 degrees C. as determined by saturation extract method. 4. Iron Content: Minimum 0.08 percent dllute acid soluble Fe on dry weight basis. S. Ash: Oto 6 percent dry weight. D. Soll Amendment: 1. Soll Sulfur: Agricultural grade sulfur containing minimum of 99 percent sulfur expressed as elemental. 2. Iron Sulfate: 20 percent Iron expressed as metallic Iron, d11rlved from ferric and ferrous sulphate, 10 percent sulfur expressed as elemental. 3. Calcium Carbonate: 9!5 percent llma as derived from oyster shells. 4. Gypsum: Agrlcultural grade product containing 98 percent minimum calcium sulphate. I!. Fertilizer: 1. Planting Fertlilzer: palleted or granular form consisting of the following percents by weight and mixed by commercial fertilizer supplier: 8-nltrogen, 20-phosphorlc acid, 20-potash. 2. Planting Tablets: Provide slow-release type with potential acidity of not more than 5 percent by weight containing the following percents by weight of nutrients Hated: 20-nltrogen, 10-phosphorlc acid, 5-potash, 2.6-comblned calcium, 1.6-comblned sulphur, 0.35-iron elemental from ferrous sulfate. Provide In 21 gram tablets manufactured by Agriform, or other approved. 3. Hydroseedlng Fertilizer: provide ammonium phosphate which consists of the following percent by weight and mixed by a commercial fertilizer supplier: 18-nitrogen, 20-phosphorlc acid, 0-potash. 4. Pre-Sod fertilizer: Provide type consisting of the following percents by weight and mixed by a commercial fertilizer supplier: 18-hydrogen, 20-phosphoric acid, 8-potash. 5. Sulphate of potash: 0-0-50. 8. Single super-phosphate: Commercial product containing 118 to 20 percent available Phosphoric Pentoxlde, or other approved. 7. Urea formaldehyde: 38-0-0. 8. Hydroseeding fertilizer: provide amonlum phosphate which consists of ths following percent by weight and mixed by a commercial fertilizer supplier: 16-nltrogen, 20-phosphorlc acid, 0-potash. F. Import or Ame,nded Top Soll: Ensure sllt plus clay content of top soll doea not exceed 20 percent by weight, with a minimum 95 percent passing the 2.0 mm sieve. Do not allow the sodium absorption ratio SAR to exceed 6. The electrical conductivity (ECE) of the saturation extract cannot exceed 3.0 millimohs per centimeter at 25 degrees C. Ensure boron content Is less than 1 part per million a• measured on the saturation extract. To ensure compliance with these requirements, submit samples of soil for analysis prior to, and following backfilling. G. Plant Materials: 1. Provide plant materials In accordance with State Department of Agriculture's regulation for nursery Inspections, rules and ratings. Provide plants with a normal habit of growth, sound, healthy, vigorous and free from Insect Infestations, plant diseases, sunscalds, and other disfigurements. Ensure tree trunks are sturdy and have well hardened systems and vigorous and fibrous root systems which are not root or pot-bound. In the event of disagreement as to condition of root system, the root conditions of the furnished plants in containers will be determined by removal of earth from the roots of not less than two plants, or more than 2 percent of the total number of plants of each species or variety. Where container grown plants are from several sources, roots of not less than two plants of each species or variety from each source will be Inspected. In the event that the sample plants Inspected are found to be defective, the entire lot or lots of plants represented by the defective samples may be rejected. Plants rendered unsuitable for planting due to this Inspection will be considered samples and will be provided at no cost to the Owner. 2. Size of plants will correspond with that normally expected fo1r species and variety of commerclally svallable nursery stock or as specified on drawings. The minimum acceptable size of plants measured before pruning with the branches In normal position, must conform with the measurements specified In plant 11st. If approved by The Owner, larger sized plants may be used, but without additional cost. If larger plants are approved for use, the ball of earth or spread of roots for each plant will be Increased proportionately. 3. Plants not meeting requirements of these specifications are considered to be defective whether In place or not. They must be Immediately removed and replaced with new acceptable and approved plants of the required size, species and variety at no additional cost to the Owner. 4. Pruning: Do not prune, trim, top or alter the shape of trees or plants except as approved. 5. Provide plant material true to botanical and common nam• a1nd variety as specified in Annotated Checklist of Woody Ornamental Plants In California, Oregon and Washington, published by University of California School of Agriculture (latest edition). 6. Nursery Grown and Collected Stock: Grow under cllmatlc conditions similar to those In local'lty of project; container-grown stock In vigorous, healthy condition, not root-bound or with root system hardened off. Use only liner stock plant material which is well established in removable containers or formed homogeneous soil sections. 7. Sod: Provide Marathon 11 'BONZAI'. 8. Select trees which are aesthetically desirable and are good examples of the species. Trees with gashes, misshapen trunks or branches, topped leaders, structural defects, badly crossed branches, or other visual defects will not be accepted. 9. Seed: Label seed and provide In sealed containers with signed copies from vendor certifying that each container Is fully labeled In compliance with State Agricultural Code and is In compliance with minimum requirements of these specifications. Wet, moldy or damaged seed will not be permitted. Provide seed mix per plan. H. Hydroseedlng Fiber Mulch: Provide Hydro-mulch as manufactured by Conwad, or other approved equal, composed of wood cellulose fiber and containing no germination or growth Inhibiting factors. Ensure a consistent texture which disperses evenly and remains suspended In agitated water. Provide with a temporary green dye and the following percentage property analysis: moisture content 9 plus or minus 0.8; 3 o.d. basis; organic matter 99.2 plus or minus 0.8; ash content 0.8 plus or minus 0.2;pH 4.8 plus or minus 0.S;water holding capacity (grams of H2O par 100grama of fiber) 11!50 minimum. I. Hydroseadlng Additive (Binder): Provide Ecology Control-M-81ndar organic saadlng additive. J. Guying and Staking Materials: 1. Wood Tree Stakes: lodge pole pine, full treated with Copparnaphthanata Wood Preservative In strict accordance with FS TT-W-!572 Type I, Composition B, 2 Inch minimal normal size diameter by 10 feet long, no split stakes. 2. Ties: Provide rigid tie stock No. LP, size corresponding to tree box size as manufactured by VIT Company or other approved. K. Tree Paint: Provide Morrison Tree Seal, Cabot Tree Paint, or other approved. L. Water: Provide clean, potable water. M. Mulch: Provide medium grind bark, consisting of organic, fibrous, woody bark mixture of varied particle size such that 90 to 100 percent passes 1 Inch slave, 80 to 100 percent passes 1/2 Inch sieve, and 20 to 80 percent passes 1/4 Inch sieve, or approved equal. Mulch shall be free of contaminants and weed seed and shall have a pleasant musty or moldy soil-like odor. Putrid, ammonia and sour-smelling materials will be deemed unacceptable. Recycled construction materials will not be permitted. N. Wood Haadarboards: 1. Provide 2-lnch by 4-lnch pressure treated Douglas fir or redwood construction grade headerboards. Make splices with 1-lnch by 4-lnch pieces no less than 12 Inches long. Place 1-lnch by 3-lnch by 18-lnch stakes at Intervals of not more than l5 feet. Cut stakes level and set below top of headerboards. 2. On sharp turns and curves, four ½-Inch by 4-lnch laminated boards, or two 1-lnch by 4-lnch laminated boards may be permitted. 3. Nall stakes and splices with galvanized common nalls. Nall as required for sotld Installation. 4. Provide header as shown on drawings, laid true to llne and grade, protect In-place adjacent Improvements, shrubbery and other properties. Place stakes on ground cover side of header. 0. Sand: Provide washed silica sand. P. Root Barrier: UB24-2 by Deep Root Corp., (800)4!58-7888. Install at all trees within 5' of concrete paving, curbs or mow strips, or as shown on plans. Install barrier with vertical ribs facing toward the tree and with the top edge ½" above finish grade. Part 3 • EXECUTION 3.01 INSPECTION A. Obtain certification that final grades to 1/10 foot have bean astabllshed prior to commencing landscaping operations. Provide for Inclusion of all amendments, settling, ate. Ba responsible for shaping all planting areas as Indicated on drawings or as required. B. Inspect trees, shrubs and liner stock plant material for Injury, Insect lnffttatlon and trees and shrubs for Improper pruning. C. Do not begin plantlng of trees until deficiencies are corrected or plants raplacad. 3.02 PREPARATION A. Soll Preparation: 1. After proper finished grades have been verified or established, cross-rip all planting areas to a depth of 12", condition and fertlllze soll In accordance with recommendations of soil testing laboratory and as approved by Owner. The following Is for bid purposes only. Uniformly spread and cultivate amendments thoroughly by means of mechanical tiller Into top 8 inches of soll. Appllcatlon rates per 1,000 square feet: Nitrogen stabilized organic amendment 4 cubic yards 18-18-18 Commercial Fertlllzars 15 lbs. Agricultural gypsum 100 lbs. Soil sulphur 20 lbs. 2. At time of planting, ensure that top 2 Inches of all areas to be planted or seeded are free of stones, stumps, and other deleterious matter 1 Inch In diameter or larger, and free from wire, plaster, concrete, wood, and slmllar matarlals which would cause hindrance to planting or maintenance. B. Final Grades: Make minor modifications to grade as may be necessary to aatabllsh 3.03 PLANTING INSTALLATION A. General: 1. Perform actual plantlng only during those periods when -ather and soll conditions are suitable and In accordance with locally accepted practice, as approved. 2. Distribute In planttng areas only as many plants as can be planted and watered that same day. 3. Ensure that containers which are opened and plants removed are handled with care such that ball of earth surrounding roots is not broken and that plants are planted and watered Immediately. Do not open containers prior to placing plant• In planting areas. 4. The Irrigation system shall be operational and approved prior to plantlng. a. Pre-Plant Weed Control: 1. Use a non-selective systamlc contact herbicide as recommended and apptled by an approved licensed landscape past control advisor and applicator. Leave sprayed plants Intact for at least 1!5 days. 2. Clear and remove these existing weeds by mowing or grubbing off all plant parts at least 2 Inches below surface of soll over entire areas to be planted. 3. After irrigation system Is operational, apply water for 10 days es needed to achieve weed germination. Apply contact herbicides and wait as needed before planting. Repeat as required. 4. Maintain weed free site untll acceptance by Owner. C. Lay.Out: Mark locations for plants and outlines of areas to be planted before any plant pits are dug. Gain City approval. If underground construction or utility lines are encountered In the excavation of planting areas, other locations for planting may be selected by Owner. Accomplish layout with flagged grade stakes Indicating plant names and specified container size on each stake. Confirm location and depth of underground utilities and obstructions. D. Planting of Trees and Shrubs: 1. Strip and stack approved excavation for planting which Is encountered within areas for trenches, tree holes, plant pits and plantlng beds. 2. Remove from site excess soil generated from planting holes and not u1ed for backfilling. 3. Protect areas from excessive compaction when trucking plants or other materlal1 to planting areas. 4. Provide excavated holes with vertical sides with roughened surfaces and of a size twice the diameter and 1-1 /2 times the depth of the root ball for all trees and shrubs. 5. Cut cans on two sides with acceptable can cutter only. Do not Injure root ball. Superficially loosen edge roots on three sides after removing from can. 8. Remove bottom of plant boxes before planting. Remove sides without damage to root ball after positioning plant and partially backfllllng. 7. Center plant In pit or trench. 8. Face plants with fullest growth Into prevalllng wind. 9. Sat plant plumb and hold rigidly In position untll soll has been firmed around baH or roots. 10. l!lackflll container planta with: 6 parts by volume on-site soil' 4 parts by volume organic ame,ndrnent 1 pound 8-20-20 fertilizer mix/cu. yd. of mix 2 pounds Iron sulfate per cubic yard of mix Note: The above Is for bid purposes only. Specific backflll recommendations are made as a result of the solls testing described on the planting plan. 11. Raise all plants which settle deeper than the surrounding grade. After plant has been placed, add sufficient backfill to hole to cover approxlmately 1 /2 of root ball. Add water to the top and thoroughly saturate root ball and adjacent soll. 12. After water has completely drained, place planting tablets: 1 tablet par 1-gallon container 2 tablets per 5-gallon container 3 tablets par 15-gallon container 4 tablets per 24 Inch box 5 tablets per 30 Inch box 8 tablets per 38 Inch box 7 tablets per 42 Inch box 8 tablets per 48 Inch and larger boxes Set planting tablets with each plant on top of root ball whlle plants are stlll In their containers so the required number of tablets can be verified. 13. Backfill remainder of hole and tamp firm. Construct an earthen basin around each plant after backfilling. Provide basin of depth sufficient to hold at least 2 Inches of water. Construct basins with amended backfill. Remove basin in all turf areas after Initial watering. 14. Limit pruning to minimum necessary. Remove Injured twigs and branches. Pruning may not be dona prior to dellvery of plants. Paint cuts over 3/4 inch In diameter with tree paint. 1!5. Stake trees Immediately after planting. Install stakes plumb. 16. Do not bring Iron sulfate Into contact with concrete surfaces due to potential staining. Contractor Is responsible for cleaning or replaclng stained surfaces. E. Planting Groundcover: 1. Ensure that groundcover remains In the flats untll transplanting. Flats' soll must contain sufficient moisture so It will not fall apart when lifting plants. 2. Plant groundcovers In straight rows evenly spaced unless shown otherwise, and at Intervals required by drawings. Use triangular spacing unless otherwise noted on drawings. 3. Plant each rooted plant with Its proportionate amount of flat soll. Immediately sprinkle after planting untll entire area is soaked to full depth of each hole. Protect plants from damage and trampling. required final grade. Ensure that finish grade provides proper drainage of the site and surface drainage is away from building. Final grades are to be 1 inch below adjacent paved areas, sidewalks, valve boxes, headers, clean-outs, drains, manholes, APPROVED FOR PLANTING AND etc., or as shown on drawings or required by City. Elimlnate erosion scars prior to CONTINUED ON NEXT SHEET IRRIGATION ONLY, INCLUDING PRECISE m anclng malntena · d LOCATION OF PLANTING AREAS. c.c .-------------.---------•c•o-m------•n•cl'"a-pe•r•10_. _____________ ,,.. _____________________ -+'!!!!!!!!!!!!!!!!!'1!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!~!!!!!!!!!!!!!!!~ C 1--1~1 II ~N~ ~E~~a:~ ll8h*!•· 1 I ' ' I I I I ( I i ' I I I -◄) OPUS~ Opus Architects & Engineers, Inc. 2555 EAST CAMELBACK RD SUITE 800 PHOENIX, ARIZONA 85016 602-468-7000 602-468-7010 FAX i ,1 I I ! 'I I I R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Suite 300 Carlsbad, C.&i 92009 Tel 760 4381002 Fax 7604381155 www.ridgela.com ' ' ' ' DATE R.C.E. ----- R.C.£. _____ _ REVIEWED BY: INSPECTOR DATE 1,1 !ii ;i ' i; REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS :I :I I i , 1 I :I I! I I I APP'D ' ' ' , I ' ' ' I' I 0 1 CONSTRUCTION SPECIFICATIONS FOR: OPUS POINT LOT 25 3115 MELROSE DRIVE IAPPR~ ~1:z:zlOh ::s11~~1:: cs IC.: DATE OWN BY I i"ROJIIOTNQ. 11 --NO. RS CHKD BY PIP0516 434-6L FIELD IY I I CMWD# L7.3 I ' , I 'I, , ' ' , Ii -< ~ -~ .. C CJ - F. Hydl'08ftdtftg: 1. Install large trhs aftd shrubs (5 gaHon and larger) If they occur l'n hydroeeeded areas. 2. Install tren and shrubs (1 gallon) and groundcovers from ftata If thay occur In hydroseeded area■. 3. Provide seed mixes a■ shown on plan. 4. Apply hydro-seed by an approved hydro-mulch company. 5. Apply In a form of slurry consisting of cellulose fiber, seed, chemlcal additives, commerclal fertlllzar and water. When hydraulically sprayed on son, ensure that hydro -mulch forms a blotter Ilka groundcovar Impregnated unlformly with seed and fertilizer and allows the absorption of moisture and rainfall to percolate to the underlying soil. I. Prepare the slurry at the site by first adding water to the tank when the engine Is at half throttle. When water level has reached height of agitator shaft, provide full circulation, then add seed, followed by fertilizer, then mulch. Only add the mulch to the mixture after the seed and the tank is at least 1 /3 filled with water. By the time the tank Is 2/3 to 3/4 full, all mulch shall be In. Commence spraying immediately when tank Is full. 7. Spray with uniform vtslbla coat by using the green color as a guide. Apply the slurry in a sweeping motion, In an arched stream so as to fall llke rain allowing the wood fibers to build on each other untll a good coat Is achieved and the material is spread at the required rates. I. Remove slurry not used within two hours from the ■lte. 9. FIii out the dally worksheets by the nozzle man, with the following Information: Seed type and amount, mulch type and amount, number of loads and amount of water, seeding additive type and amount, area covered and equipment used, capacity and llcansa number. 10. Do not allow any slurry to be sprayed Into any reservoir basin or drainage ditches and channels which may impede Iha flow of rain or irrigation water. Clean up any spilled slurry. 11. After application of hydro-mulch, wash excess material frbm previously planted materials and architectural features. Avoid washing or eroding mulch materials. 12. Ensure that application equipment has a built-in agitation system and operating capacity sufficient to agitate, suspend and mix a slurry containing not less than 40 pounds of fiber mulch plus a combined total of 7 pounds ferlilizer solids for each 100 gallons of water. 13. Slurry distribution lines shell be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which will provide a continuous non-fluctuating discharge. Capacity requirement Is 1,500 gallons, mounted on a traveling unit, either self-propelled or drawing by a separate unit which will place slurry tank and nozzles within sufficient proximity of areas to be seeded. 14. Hydraulic equipment used for pesticide applications shall consist of a clean 150 ganon capacity fiberglass tank, complete with mechanical agitation. Pump volume shall be 10 gallons per minute, while operating at a pressure of 100 pounds per square inch. Distribution lines shall be large enough to carry the volume of water necessary for even chemical distribution. Spray nozzle must cover a 15-foot swath, with a minimum output of 5 gallons per minute at 80 pounds per square inch. G. Sod Planting: 1. Remove rocks, weeds and debris from areas to be sodded. Work up soil to a depth of 6 inches, and break up all clods. 2. Carefully smooth all surfaces to be sodded. Roll area to expose soil depressions or surface irregularities. Re-grade as required. 3. Spread turf fertilizer 16-20-0 onto soil evenly at rate of one pound per 100 square feet of lawn area. Raka in lightly. Be sure soil is level and smooth before laying sod. Avoid laying sod on bone dry soil. 4. Lay first strip of sod slabs alon,g a straight line use a string In Irregular areas. Butt joints tightly, do not overlap edges. On second strip, stagger joints much as In laying masonry. Use a sharp knife to cut sod to flt curves, edges, sprinkler heads. !5. Do not lay whole lawn before watering. When a conveniently large area has been sodded, water lightly preventing drying, Continua to lay sod, and to water until installation is complete. 6. After laying sod, roll lightly to allmlnate irregularities and to form good contact between sod and soil. Avoid heavy roller or excessive initial watering which may cause roller marks. 7. Water thoroughly the completed lawn surface. Soll should be moistened at least 8 inches deep. Repeat sprinkling at regular Intervals to keep sod moist at all times until rooted. After sod is established, decrease frequency and increase amount of water per application as necessary. 8. Replace all dead or dying sod with equal material. I. Mulch Cover: Dress all groundcover, perennial and annual beds with 2" layer of mulch, except 2: 1 slopes and turf areas. 3.0-4 CLEAN-UP A. After al'I planting operations are complete, remove an trash, a,ccess soil, empty plant containers, and rubbish from the property. Repair scars, ruts and other marks in the ground and leave ground in a neat and orderly condition. B. Leave the site in a broom-clean condition, and wash down an paved areas within the project slta. Leave walks in a clean and safe condition. 3.05 OBSERVATION SCHEDULE A. Notify Owner In advance for the foHowlng Inspections, according to the time specified: 1. Pre-Job conference -7 days. 2. Final grade review -48 hours. 3.. Plant material review -48 hours. 4. Plant layout review -48 hours. 5. Soil preparation and planting operations 48 hours. 6. F're-maintenance -7 days. 7. Final inspection -7 days. B. No site visits shall commence without all items noted in previous observation reports either completed or remedied unless such compliance has been waived by the Architect. END OF SECTION SECTION 02970 LANDSCAPE MAINTENANCE Part 1 • GENERAL 1.01 SECTION INCLUDES ' i A. 90 day maintenance. B. Weeding. C. Fartlllzation. 1.02 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Section 02811 -Landscape Irrigation. B. Section 02950 -Landsdape Planting. C. Section 02520 -Portland Cement Concrete Paving. 1.03 QUALITY ASSURANCE A. Provide services by an experienced landscaping maintenance company. 1.04 MAINTENANCE PERIOD A. Continuously maintain all site areas Involved In this contract during the progress of work and during the maintenance period until final acceptance of the work by City. Improper maintenance or possible poor condition of the project at the termination of the scheduled maintenance period may cause postponement of the final completion date of the Contract at no additional cost to Owner. Continua maintenance until acceptable to the Owner. B. Provide sufficient numbers of workers and adequate equipment to perform work during maintenance period. C. Maintenance period doas not start until all elements of construction, planting, and 'Irrigation for the complete project are in accordance with the contract documents for this project. D. Request an inspection tb begin maintenance period after all planting and related work hal!I been completed in accordance with contract documents. Maintenance period commences as described in written notification by the Owner. E. Prior lo commencement of maintenance period, ensure that all ground colliers and lawn areas have been planted and that all lawn areas show an even, healthy stand of grass seedlings or sod, grass having been mown twice. F. Any day or days that there is failure to properly maintain plantings, repla;ce suitable plants, perform weed control or maintain hardscape areas will not be credited as part of the 90 days maintenance. The project will not be segmented into maintenance phases. G. Keep paved areas free of silt, dirt, leaves and other planting area debris, Maintain these areas at least broom clean through the duration of the maintenance perlbd, cleaning no less often than once per week. 1.05 GUARANTEE AND REPLACEMENT A. Guarantee: Guarantee plant material against any and all poor, Inadequate or Inferior materials and workmanship for one year. Replace plants found to be dead or in poor condition due to faulty materials or workmanship, at no extra cost to Owner. e. Replacement: Replace materials found to be dead, missing or ih poor condition during the maintenance period immediately. The Architect is the sole judge of the acteptabillty of condition. Maka replacements of materials within 15 days after condition develops or written notification from Architect has been sent. Architect has the right to make emergency repairs without releasing Contractor's guarantee and warranty to Architect. 1.06 INSF'ECTIONS A. Request normal progress Inspection at least 72 hours In advance of an anticipated Inspection. Inspections are as follows: 1. I mmedlately prior to commencement of this maintenance work. 2. Completion of first [90] day maintenance partod. 3. Final acceptance. 1.07 PROJECT FINAL ACCEF'TANCE A. Prior to date of final Inspection, acquire approved reproducible prints and finally record from ' the job record set, all changes made during construction and deliver them to Architect. B. Delive1r guarantees to Architect. Part 2 -PRODUCTS 2.01 MATERIALS A. B. Ensure that aJ!I materials conform to other sections of these specifications for planting and Irrigation, and as acceptable to Architect. Provide monthly record of all herlllcldes, Insecticides and disease control chemicals used on Part 3 • EXECUTION 3.01 MAINTENANCE A. Weed and cultivate aI·I areas at Intervals of not more than 1 O days. B. Perform watering, mowing, rolling, edging, trimming, fertilization, spraying, pest control, and cleaning as may be required. C. Street gutters and curbs are to be included. D. Maintain adequate protection for people and property, and be financially responsible for damages and injuries. Notify the Architect immediately should damage occur as a result of maintenance operations and provide repair or remuneration. E. Between the 15th and 20th calendar day of the maintenance period, reseed or resod all spots or areas within the lawn where normal turf growth is not evident. 3.02 TREE AND SHRUB CARE A. Watering: Maintain a large enough water basin around plants so that enough water can be applied to establish moisture through the major root zone. When hand watering, use a water wand to break force of water. 18. Pruning: 1. Prior to any pruning obtain written approval from the Architect to proceed. 2. Trees: a. Propose tree pruning to the Architect should there ba health or structural reason• for doing so, including the need to eliminate diseased or damaged growth, eliminate structurally unsound growth, reduce potential for wind toppling or wind damage, or maintain growth within limited space. b. If requested by the City provide pruning for aesthetic enhancement according to "pruning• by Sunset Books. c. Major pruning of deciduous trees shall be during their dormant season. 3. Shrubs: a. The objectives of shrub pruning are the same as for trees. Do not clip shrubs inlO ballad or boxed forms unless such is required by the design. b. Make pruning cuts to lateral branches or buds or flush with trunk. Stubbing will not be permitted. C. Staking and guying: Ensure that stakes and guys remain In place through acceptance end monitor to prevent girdling of trunks or branches and to prevent rubbing that causes bark wounds. All nursery stakes shall be removed. D. Weed control: Keep all areas free of weeds. Use recommended lagany approved herbicides. Avoid frequent soil cultivation that destroys shallow roots. Use mulches per specifications to help prevent weed seed germination. E. lnsact and disease control: Maintain a reasonable control with approved materials. F. Ferlillze as specified by the agronomic soils testing recommendations and as follows for bid purposes: 1. Commencement of maintenance period -6 pounds per 1,000 square feet with top dress fertilizer. 2. At end of first 30 days of maintenance period -6 pounds per 1,000 square feet with top dress fertilizer. 3. At end of maintenance period and at 30 day intervals should maintenance period be extended for any reason -6 pounds per 1,000 square feet with fertilizer mix. 4. Avoid applying fertilizer to the root ball and base of main stem; rather, spread evenly under plant to drip line. Rates will vary from about a cup of nitrate fertilizer (depending upon nitrogen percentage) around a newly installed small plant to about 1/2 pound of actual nitrogen par inch of truck diameter measured four feet from the ground for mature trees. G. Replacement of plants: Replace dead, dying and missing plants with plants of a size, condition and variety acceptable to the Architect at no additional cost to the Owner. 3.03 GROUND COVER CARE A. Weed control: Control weeds, preferably wfth pre-emergent herbicides, but also by hand or with selective systemic herbicides. Hoe weeds as little as possible since this may result In plant damage. 0. Watering: Water enough that moisture penetrates throughout root zone and only 111 frequently as is necessary to maintain healthy growth. C. Trash: Rerhove as It accumulates, but no less often than weekly. D. Edging end' trimming: Edge ground cover to keep in bounds. E. Replace dead and missing plants at no additional cost to the Owner. 3.04 LAWN AND TURF CARE A. Turf must be well-established prior to final acceptance. ·e. Watering: Water lawns at such frequency as weather conditions required to replenish soll moisture below root zone. C. Weed control: If needed, control broad leaf weeds with selective herbicides. D. • Mowing: 1. Perform mowing at such times of the day or week as may be requested by the Owner so as not to impede the Owner's operations. Mowing times may ba at times other than normal working hours or days. Perform work at Owner's convenience at no additional cost to the Owner. 2. Clean up grass clippings during and after mowing, and remove legally from site. Use of blowing-type equipment In lieu of sweeping or vacuuming is not acceptable. E. Renovating: 1. If required, remove thatch by vertlcuttlng, preferably in the Fall of the year, but otherwise in the Spring. At this time, fertilize with nitrate and over-seed if needed. Over-seeding must precede pre-emergent herbicides by at least 4 to 6 weeks. Normally, this means that lawns which have bean invaded by crabgrass would be renovated and over-seeded in the Fall and treated for crabgrass control in the following late Winter. 2. Clean up grass clippings during and after mowing, and remove legally from site. Use of blowing-type equipment in lieu of sweeping or vacuuming is not acceptable. 3.05 IRRIGATION SYSTEM A. Inspection: Check all systems for proper operation. Lateral lines must be flushed out after removing the last sprinkler head or two at each end of the lateral. Adjust heads as necessary for unimpeded coverage and no ovarspray. e. Controllers: Set and program automatic controllers for seasonal water requirements. Give Owner a key to controllers and Instruction on how to tum off system in case of emergency as specified in other sections of these specifications. C. Repair all damages to irrigation system at no additional cost to the Owner. Make all repairs within one watering period. END OF SECTION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE site. ,---------,--------------,------------,-----------------t':!!!!!!!!!!!L!!!O~C!!!A!!!T!!!IO!!!!!!!N!!!O!!!F!!!P!!!L!!!A!!!N!!!T!!!IN!!!G!!!!!!!A!!!R!!!E!!!A:"l!S!!!. !!!!!!~ ~ 1·:~ II ~NI~~~=~ 11•:a:0··1 i OPUS. Opus Architects & Engineers, Inc. 2555 EAST CAMELBACK RO SUITE 800 PHOENIX, ARIZONA 85016 602-468-7000 602-468-7010 FAX R I D G E LANDSCAPE ARCHITECTS 755 Raintree Drive, Sule 300 Cansbad, CA 92009 Tel 760 436 1002 Fex 760 4381155 www.ridgela.com R.C.E. ----- REVIEWED BY: DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CONSTRUCTION SPECIFICATIONS FOR: OPUS POINT LOT 25 3115 MELROSE DRIVE R.c.t. ______ r---r--t-----------------r-7 :=:;;::;::;;;;:;::::;::=================:: ----+----------------+--...... 1:Ji~l~:-----I ':>{'2z/ob DATE --NO, .. • C -CJ DAT[ BY DESCRIPTION APP'D OWN BY I P:R0.11101' NO. DATE: CHKD IY_R_S~-PIP0516 L------------------------------------------------,io,----------L-----------.l.---------:::::::::::::::::..L..1N~s~PE~c-ro~R---------........ --J..-------..:"::,:EV:.:,:•:s:•~o:N:s:. ________ J,;';;1E;LD;;;IY;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;,!;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;; 11 434-6L I '' ' I 11 ' 1, I ; I ii, I :1 I , I' I I I , , I , " I, I ·, 11 1 1 ii' I ! I 11 I ! : I ' ' i I I , I i' ' ' I i ! 1,I, 11' ' . i I I I CMWD# L?.4 ! I i I I I i, , 'I ' : I I