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HomeMy WebLinkAboutDWG 365-9L; CT 97-03; RANCHO CARRILLO VILLAGE G - RECYCLED WATER; 01-31RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES S. REGULATIONS FOR CONSTRUCTION OFRECYCLED WATER MAINS" DATED OCTOBER, 1993. 2. DRINKING FOUNTAINS SHALL BE P'ROTECTED FROM SPRAY OF RECYCLED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FACILITEIS SUCH AS PICNIC T AIBLES, BBQ'S, PLAYGROUNDS, SAND TOT LOTS.ETC. J. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE, PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POT AIBLE WATER LINES IS STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAIN LINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAID MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. *8. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME WITH QUALIFIED SUPERVISORY PERSONNEL>. 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONT ACT WITH RECYCLED WATER WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION, THROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. ALL IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER-SPRAYING ON ALL SIDEWALKS, STREET AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS(SPIKES NOT EXCHANGAIBLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER CAIRLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPE SHALL BE STENCILED WITH THE WARNING 'NON-POTAIBLE WATER' OR 'RECYCLED WATER', COLOR-COOED (PURPLE> AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWAIRD THE TOP OF THE TRENCH, PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTABLE WATER AND RECYCLED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN A 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 POT ABLE LINE, FOR A TOT AL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPAIRATION BETWEEN POTABLE WATER AND RECYCLED WATER MAINS MUST BE MAINTAINED AT AILL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECYCLED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. *19. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND A COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH PRIOR TO ANY USE OF RECYCLED WATER. 20. QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: RECYCLED WATER: QUICK COUPLING VAVLES USED IN RECYCLED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS (SPIKES NOT INTERCHANGEAIBLE WITH POT ABLE WATER QUICK COUPLER SPIKES) AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE QUICK COUPLING VALVES. QUICK COUPLING VALVES SHALL BE NELSON NO. 76-48, HUNTER NO. HV100A-RL-NP OR APPROVED EQUAL. 21. AN ANNUAL CROSS CONNECTION !INSPECTION SHALL BE DONE EITHER BY CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPAIRTMENT OF ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWAIROED TO THE NON-INSPECTING PARTY. F1UTURE RECYCLED WATER SYSTEM (PRIVAT&PUBLIC) VI L....,l--tllG E 'G' RANCHO CARRILLO GUIDELINES FOR RECYCLED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUAILIFIED SUPERVISORY PERSONNEL ONSITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. 3. 4. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOT AL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AIREAS NOT UNDER THE OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS, PRIVATE LOTS, STREETS AND SIDEWALKS. CONTROL MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL F l>JLURE. 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 PRESENCE OF ' RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES; HAND OR TOOL WASHING; AND ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY, IT IS IMPORTANT THIS IMFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS ' RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. 'OBTl>JN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ONSITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. 8. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH 3" X 4" 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 "AVISO -AGUA IMPURA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. 2. 3. ATTACH TO VAL VE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR ATTACH TO VAL VE COVER WITH EXISTING VAIL VE COVER BOLT. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. 9. ' EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1 INCH HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. 10 .. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH . RECYCLED WATER ANO POTABLE WATER. SEPARATION SHALL BE PROVIDED BY CONCRETE MOW STRIPS, OR OTHER MEANS AS APPROVED BY THE WATER DISTRICT AND DEPARTMENT OF ENVIRONMENT AL HEAL TH. INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: LOCATION OF PIPE LINES. TRENCH DEPTH. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY). PIPE IDENTIFICATION M #38 (NEW) AT ROAD STATION ,(o +-98 PASEO PRIOVADO HYDRAULIC GRADIENT ELEVATION AT P.O.C. STATIC PRESSURE DISCHARGE 5 6 MIN MAX. 100 GPM 700 FT. 352 FT. 151 PSI ~STATION CONTROLLER :::0::: {PERMANENT LANDSCAPE HOA) MODEL NUMBER H$1§•$PX48SIHSDX•Q31HSRSE-DX48 ~STATION CONTROLLER "VV" (PERMANENT LANDSCAPE HOA) MODEL NUMBER HS16·SDX24SIHSDX·Q31HSRSE-DX AVAILABE FROM HYDROSCAPE PRODIUCTS INC. CONTACT: STEVE MCCLEAN 560·1600 .2'.'.. Pft!.y'CUW H~ ON 2.'.'..SERVICE LINE .2'.'..BACKFLOW PREVENTER DEVICE AND PRESSURE REGULATOR ON 2.'.'..PLUMBING 2.'.'..MASTER VALVE 1112.'.'..FLOW SENSOR. SET PRESSURE AT 11Jl PSI. CITY OF OCEANSIDE " I 373 372 359 I I I I I l SHEET,TITLE CMWD TITLE SHEET TITLE SHEET IRRIGATION PLANS IRRIGATION LEGEND IRRIGATION DETAILS IRRIGATION SPECIFICATIONS IRRIGATION CALCULATIONS ----i.•~-Existing Potable water system ---Proposed ~Cj.l!O water system f'l:tYC-WI?. water connection point meter and backflow ' SHEET NO. 1 2 1 0 TO 13 ◄ :!>O 14 15 TO 17 18 TO 20 21 *22. DEVELOPER SHALL SHOW THE LOCATIONS OF RECYCLED SIGNS "DO NOT DRINK" ON THESE PLANS. * 23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL A. B. C. D. E. F. G. POINTS-OF-CONNECTION (POC'S). LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING (IF RECYCLED WATER IS USED FOR CONSTRUCTION). RECYCLED WATER PROJECT . LOCATION Controller Location SHALL BE FAMILIAIR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS CONNECTION PROTECTION ANO 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 ENVIRONMENT AL HEAL TH AND THE CAIRLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT JEREMY RAPPAPORT AT 760-603-8567 --~------ AFTER HOURS CONTACT JEREMY RAPPAPORT AT 619-843-9911 ---~~~---- 24. SHOW ALL PUBLIC AND PRIVATE POT ABLE WATER LINES ON THE PLANS. 25. ON ALL 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. * ITEMS NO'S 8, 19 AND 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECYCLED WATER. ITEM NO. 22 THE SIGNAGE PLAN SHALL BE A PART OF THIS I.P. BUT THE SIGNS AND TAGS WILL BE INSTAILLED JUST PRIOR TO ACTUAL USE OF RECYCLED WATER. SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON A 81/2" X 11" SIZED SIGN. COLOR, PURPLE BACKGROUND WITH BLACK LETTERING. r / BLACK LOGO ;--PURPLE BACKGROUND / 36" ,--1" BLACK LETTERS WAA ING RECYCLED WATER DO NOT DRINK ECYCLED WATER W SH HANDS .AFTER CONT ACTING LAVE SUS MA OS DESPUES DE USAA i 12" X 36" SIZE .016 ALUMINUMT.060 ABS PLASTIC OR S ICK-ON VINYL SIGNS. '--1" BLACK LETTERS ~-2" BLACK LETTERS AN ~PPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY DEPARTMENT OF ENVIRONMENT AL HEAL TH PRIOR TO FINAL INSPECTION APPROVAL. 2. 3. DISTRICT FINAL INSPECTION SHALL INCLUDE, A B. C. D. E. F. G. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AIREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. WARNING SIGNS AND LABELS. QUICK COUPLING VALVES. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. REQUIRED PROTECTION OF WELL, STREAMS, RESERVOIRS, ETC. CROSS-CONNECTION. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART B•AND PAIRT G DISTRICT FINAL INSPECTION. OF THE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. ... Q_ OCl >-~ I- ~ In Order to Conserve Water ... RECYCLED WATER IN USE DO NOT DRINK NO TOME EL AGUA ENGINEER I PACIFIC OCEAN VICINITY MAP NOT TO SCALE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONAL CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. !UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CAIRLSBAD AND THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENT AL HEAL TH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBLITIES FOR PROJECT DESIGN. Revisions must be approved by Public Health Engineer, City Planning Director & District Engineer prior to impfementation in field. I I [@ zoo !00 ~cJ:.IW Water· Do Not Drink" signs. See this sheet (12"x36") Typical ( /0 ea.) places. KEY MAP 0 zoo <100 -- GRAPHIC SCALE I'= 200' 600 II 98-014 l·'l--04 DATE Landscape Archl tect ure • Planning La Jolla Centre II 921111 Towne Centre Drlve. Suite 340 San. Diego, CA 92121-3002 819.5,50.1575 • Fo.x 550.1580 REVIEWED B~Y: / ~ P// L-c.L..--&. .3-/s--tJ4. INSPECTOR DAfE DEVELOPER' s NAME: Continental Homes ADDRESS: 12230 El Camino Real, *300 SAN DIEGO, CA 92130. CARLSBAD MUNICIPAL WATER DISTRICT Sheet 1 CITY OF CARLSBAD PLANNING DEPARTMENT 31 Sheets TELEPHONE:619-793-2580 CM'l/0 TITLE SHEET FDR: DATE PLAN PREPARED: 3-9-99 BY: ONA INC. RANCHO CARRILLO WASH H.ANDS AFTER CONTACTING LAVESE SUS M.ANOS DESPUES DE USAA CARLSBAD MUNICIPAL WATER DISTRICT DISTRICT APPROVED CHANGES BENCH MARK VILLAGE 'GI 18" X 18" SIZE .016 ALUMINUM 1 _.060 OR STICK-ON vlNYL ABS PLASTIC SIGNS. -'6-No, Description Approved Dote Description ________________ _ WILLIAM PLUMMER, !STRICT ENGINEER Date )1-'R.:.::•.::;C•c::E.:..· ..:.28:.:t_::76,__ ______________ i----1----------------+----l--~ Location __________________ _ SAN DIEGO COUNTY DEPARTMENT R.. {A-t_(J ..... o~v1r11,NT,AL HEAL TH APPROVED BY: ~ 1-JD -f? 1--+---------------+----+---l Record From ~ Elevation ________ Datum _______ _ APPROVED P-s-J7 ASSJSTAN DATE Drwn, I PROJECT NO, DRAWING NO, Checked C.T. 97-03 ~65-9L CMWD 94-50-5 ~ ~ ~ ® Wo _..,. w 6' lr\ • ...0 r - GENER.C,_l __ N.QTE_:,;~ 1. THE CONTRACTOR MUST NOTIFY THE CITY PLAN CHECK CONSULTANT (619) 438·1162. EXTENSION 114221, 72 HOURS (THREE WORKING DAYS), PRIOR TO STARTING CONSTRUCTION. 2. THE LANDSCAPE OR IRRIGATION CONTRACTOR IS TO Vl';RIFY EXISTING P.S.I. AT JOB SITE PRIOR TD INSTALLING LANDSCAPE IRRIGATION SYSTEM. VERIFICATION SHALL BE MADE WITH THE APPROPRIATE WATER DISTRICT. 3. ALL REDUCED PRESSURE BACKFLOW PREVENTERS SHALL BE TESTED AFTER INSTALLATION, RELOCATION, OR REPAIRS BY A CITY APPROVED CERTIFIED TESTER. CALL 438-2722, EXT. 152 FOR A LIST OF CITY APPROVED CERTIFIED TESTERS. DEVELOPER/OWNER IS RESPONSIBLE FOR SUPPLYING A COPY OF THE TEST RESULTS TO THE CARLSBAD MUNICIPAL WATER DISTRICT, 5959 EL CAMINO REAL. 4. CONSTRUCTION SCHEDULE: A. PRIOR TO ISSUANCE OF GRADING PERMITS, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. B. SPECIAL CONSIDERATION SHALL BE GIVEN TO WATER AND ELECTRICAL SERVICES. C IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. D. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AT EACH LOCATION IS ACHIEVED. 5. IRRIGATION: A. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 6 _ PLANTING: A. PLANTING AND IRRIGATION FDR THE AREAS DESCRIBED ABOVE UNDER NO. 5 SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVE;D PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. 7. SLOPE PLANTING STANDARDS: A. SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: 1 . STANDARD #1 · COVER CROP/JUTE MESH COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PIROR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TD PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS_ TYPE OF JUTE MESH SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. JUTE MESH SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR JUTE MESH MAY BE USED. 2. STANDARD #2 -GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIXE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). 3. STANDARD #3 • LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). 4. STANDARD #4 • TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM OF ONE (1) PLANT PER TWO HUNDRED (200) SQUARE FEET. (IT't: Qi:: O:EANSIDE: ,, VICINITY MAP NOT TO SCALE IRRIGATION AND B. AREAS OF APPLICATION -SLOPES 6:1 OR STEEPER AND: 1 . 3 FEET OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT T 0 PUBLIC WALKS OR STREETS REQUIRE A MINIMUM STANDARD #1 (COVER CROP ANO JUTE□). 2. 4 FEET TO 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2 AND #3. 3. IN EXCESS OF 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1. #2, #3 AND #4. C. SPECIAL CONDITIONS 1 . AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD # 1 (COVER CROP) WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: 1) SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. 2) A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. 3) IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. D. AREAS TO BE HYOROSEEDED SHALL FIRST BE DISKED OR ROTOTILLED TO PROVIDE A FRIABLE, LOOSE SEED BED. 8. SLOPE IRRIGATION STANDARDS: A. WATER SERVICE (POINT OF CONNECTION) INSTALLATION, TEMPORARY OR PERMANENT, SHALL BE IN PLACE TO COINCIDE WITH PLANTING TIMING SPECIFIED IN SECTION E.3-1 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. B PIPE 1. ON GRADE PIPE IS NOT ALLOWED UNLESS IT IS DEMONSTRATED TO THE SATISFACTION OF THE CITY THAT THE ROCKY CONDITION OF THE SLOPE WOULD PREVENT TRENCHING. IN CASES WHERE ON GRADE PIPE IS ALLOWED, IT SHALL BE THE GALVANIZED TYPE OR UVA RESISTANT PVC APPROVED BY THE CITY. 9. LETTER OF CERTIFICATION (INSTALLATIOl!J): A. THE LICENSED DESIGNER OF RECORD FOR ALL THE PROJECTS REQUIRING LANDSCAPE PLANS SHALL SUBMIT A LETTER TO THE CITY STATING THAT THE PROJECT HAS BEEN INSTALLED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 1 0 -AS-BUILTS: A. PRIOR TO RELEASE OF BONDS, AS-BUILT LANDSCAPE PLANS FOR THE BONDED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. B. CONTRACTOR SHALL DRAFT AS-BUILT INFORMATION ONTO HIS FIELD SET AS WORK PROGRESSES. C. CITY INSPECTOR SHALL APPROVE CONTRACTOR AS-BU IL TS BEFORE TURNING THEM OVER TO THE LANDSCAPE ARCHITECT, ALONG WITH THE CITY MYLARS. D. LANDSCAPE ARCHITECT SHALL ADD AS-BUILT INFORMATION TO CITY MYLARS ANO RETURN THEM TO THE PLANNING DEPARTMENT. E. PLANNING DEPARTMENT SHALL REVIEW AND APPROVE AS-BUILT MYLARS BEFORE ORDERING PRINT PACKAGE. PLANTING t l N I I I I I I I PLANS I I I FOR: ' - I I KEY MAP L11.ndscape At'¢b.1t~eilH"9 • Planninll' La. Jolla Cl"':ntr-11': II 9~55 Towne Ce:ntre Drive, Suite 340 Sl!ln Oiesa, CA 921~1-3002 619.550.1575 • F1tx 550.1581'.l 200 \00 0 zoo .. GRAPHIC SCALE I'= - - OATE INITIAL ENG I NEER OF WORK REVISION 'I()() 600 - 200' ·- ,. '"~· .. ,_ DESCRIPTION "~- ' SHEET INDEX SHEET TITLE SHEET CONSTRUCTION PLAN CONSTRUCTION DETAILS CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS & MATERIAUFINISH SCHEDULE IRRIGATION PLANS IRRIGATION LEGEND & NOTES IRRIGATION DETAILS IRRIGATION SPECIFICATIONS IRRIGATION CALCULATIONS PLANTING PLANS PLANTING LEGEND & DETAILS PLANTING SPECIFICATIONS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS SHEET NO. RLA REVIEWED INSPECTOR 2 3 ~Z"I 4 · 6 I Z.4 , I 7-8 9 10-13,T:X> 14 15 -17 18 -20 21 22 -25 J ~I , I 26 27 -28 I/ As BU IL T 11 EXP. BY: 98-014 DATE .. DATE. I S2ET I CITY OF CARLSBAD I 3EITS I PLANNING DEPARTMENT -T',LE SHEU FDR: RANCHO CARRILLO VILLAGES 'G' -- APPROVED~;~ ~3-77 ··-ASS!STANHL NNJNG DIRECTOR DATE DWN BY: DATE INIT 1AL DATE INITIAL PROJECT NO. DRAWING NO. CHKD BY: CT 97-03 365-9L OTHER APPROVAL CI TY APPROVAL RVWD BY: -- _/ft ----,, ~o «. '?--0 ENTRY AREA SCALE: 1 "= 20' I <i' -8" 12-oi co c. t71'-N171H4 if_ Jl -- iv VI L-L-1\Grf; E:- WfF/OAl,L, ~ CONSTRUCTION PLAN 0 1 O 20 40 GRAPHIC SCALE IN FEET I' SH"c f Sl?E IS LESS Ti--'AN 24"' X 3S" IT IS .A '1f'l)UCFl PAIN-:-. $CALL ACCOf1DINGLY 80 IC, \l, ABl-~ 12-}-----'-..... --....;;._;'----- ~ /// /// ,,c / ' ~ ..... ~ (j f/J1/, "0 -: :,;-/ . // ~> ci" I \ // f""' 1'-o" t. I'-=&' -o" /;, ,iP ,, /I \ - ' ' '\Jj '\➔ Cl, f / REC. LOT SCALE: 1 "= 20' IEGEND DETAIL SHEET NO. 0-REFER TO FINISH SCHEDULE SHEET~- ' -, 11 ·~ • .,., ot-.lt>< /1"\ 1.,Et ~ . (.~ ~-.. 2--9 ··-fr'.'12--t-1~ ~-ou:() -·-··· ... , ,, _____ ,,,_ CONSTRUCTION PLAN 98-014 II As BU IL T II APPROVED FOR PLANTING AND IRRIGATION ONLY, --------------- INCLUDING PRECISE DATl '1LA EXP. LOCATION OF PLANTING '1EV l EWED BY: AREAS -~·-------------·-···· INSPECTOR DATE. ,,-,,;;.o,' ~ CITY OF CARLSBAD ' PLANNING DEPARTMENT I . . . . -·· ---------------+ .... - I S~ET I ITC] -1----------t-·····-············- EXP, DATE .f" 01 .•. La.ndscape ArchlteclurB • Pln.nnil:'.g .La Jolla Centre lI 92.55 'l.'owne Centre Dri-ve. Suite :340 ~""""'\ S-11.n Diego, CA 92121-3002 618.550.1575 • Ftt.ll 550.1560 . -----····· ' .. ··-··--- ·- -·-·--- DATE JN:TIA, ., ... , .... , ,••--· " [NGINocR OF WO,K ---------. --·--·--· ··-·-···---· ........ """"••-~-· ,,,~ ....... --·-·. , .. •'••· - --------.. REVISION DESCRlPTllJN CONSTRUCTION PLANS FOR: ___ ,,._ ""--·--· --·• . RANCHO CARRILLO .... -· --·--VILLAGE I GI APPROVED -::t~L f-~ ASSISTANT 'i"LA"NNING O!i1ECTOR DU OWN BY: I PROJECT NO. I DRAWING NO. INITIAL DATE INITIAL ---·------DATE Cf'KO BY: CT 97-03 .... ----~--·-----·--------365-9L OTHfR APPROVAL CI TY APPROVAL RYWD BY: ------- I I I UPPER RAIL CONNECTIONS !! RAIL. BRACKET AND POST SHALL BE CAULKED W/ APPROVED SEALER. GAL V AINIZED STEEL MOUNTING BRACKET SHALL BE TIGHT FITTING TO RAIL !! POST USE 1 •14 TEK SCREW ELECTROPLATED ZINC. MET AL POST MET AL PICKET METAL RAIL ------ A LOWER RAIL RAIL © POST CONNECTION TWO (2J PART POLYURETHANE 0/E JOINT FILLER COLOR TO MATCH ADJACENT PAVING PREMOLDED POLYFOAM EXPmsi=oN--=B-oA=R=D~F=1L-LE=R~ EXPANSION JOINT 1/4" TOOLED RADIUS AILL EDGES TYP. FINISH GRADE -~ .. ' '-.•' . . ' .. '•· . . . ' . ¥--j . '. •: c.· • C '. •. • '. • • •: ; • • '. C. ':. '. • •;:; • 111~- / I U--~ 111 "---111 ... J I I -····I 11 l ~ THICKENED EDGE WERE EXPANSION JOINT 'rT~ CAILLED FOR ON PLANS (TYP.) WEAKENED PLANE JOINT IN PERPENDICULAR DIRECTION\ I NOTES: 1. SEE PLANS FOR JOINT LOCATIONS 2. MAXIMUM SPACING OF JOINTS SHALL BE 8'-0" O.C. TOOLED SCORE JOINT 1/4" TOOLED RADIUS / All EDGES TYP. FINISH GRADE 3. ALL CONCRETE PAVING PATTERNS, FINISH & COLOR PER PLANS. D CONCRETE PAVING -JOINTS 8119/96 6/8/98 E UPPER RAIL METAL RAIL CONNECTIONS !! RAIL, BRACKET AINDPi[ASTER ·sHALL BE CAULKED W/ APPROVED SEALER. PILASTER LOWER RAIL GALVANIZED STEEL MOUNTING BRACKET SHALL BE TIGHT FITTING TO RAIL (l!I PILASTER USE ¾ 11 RED HEAD. PILASTER B RAIL © PILASTER CONNECTION 6/8/98 t l FINISH GRADE IN \ PLANTING AREAS \ 12" ~ CONCRETE BAND WI REBAR STAMPED CONCRETE ;-------------{ 4 EXPANSION JOINT I I . . . . . ' ' . 1 CONCRETE THICKNESS AND REINFORCEMENT TO BE DETERMINED BY SOILS ENGINEER AFTER SOILS TEST (FOLLOWING GRADING) FINISH GRADE AT STREET AREAS C ENHANCED PAVING W /12 11 CONC. BAND SCALE: 1"=1'-0" 119191 ,_ -~ 3' 0 11 " . ' ____ s_L_UR_R_Y _CO_A_T-----\ 1-\ 511 Ii 11-311 t., 11-311 1 .... 611 ,,; .,Jc., , , , , I,> - ~ ~ r ++--+< ---......--......---......._____ __ -......... 8"X8"X16" CMU SECURITY CALL BOX PROVIDE WEATHER TIGHT BOX P.C.C. SLAB -SEE SPECS. ' ' ' . ' . , • . · .• : ; '. , I 1=1 ::~-= · · -Ill ITT ~~11~m~m!:=:millffi 1/z" RADIUS ALL EXPOSED EDGES 1" LAWN AREAS 2" SHRUB AREAS 111 111 =3 I I-I I I 90/ COMPACTED SUBGRADE CONCRETE PAVING -WALK 2/7/96 -0 ' _ lj I I I I I i I -------~i - 0 ' F ~ - n 3" 3' -0" ENTRY CALL BO SCALE: 3/{·1'-0" Landscape Architecture• Plan.nlns Loa Jollc. Centro II 9256 Towne C!!ont.r!!I D:ti'f'.!1, Sutte 840 SA.n. Di!!!Cll, CA Q212l-3002 B1Q.660.L676 • Fax 5(50.158D , - X .. DATE •3 REBAR. VERT. ©16" o.c. ELECTRICAL CONDUIT FOR CALL BOX SERVICE CONNECT. 12"X8"X16" CMU COLUMN BLOCK GROUT ALL CELLS CONC. FOOTING W/2-*4 REBAR 901/. COMPACTED SUBGRADE --·····-,.~ ENCLOSURE 10/1Ql97 ,.,_ --·--·~ ,.,.,_ --- '"·~--.. ~-~-- -·--,,., -•••mu.•• -·•=·• ,~.~., .. l~ITIAL ENG I NEER OF WORK REVISION DESCRIPTION -KEYBOARD SHALL BE FLUSH - <.D WITH STUCCO ' 'SI" SIGN PANEL ,, • p--; s EXP. DATE ~ ·)I -ol 98-01 < 11 AS B LJ I LT 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP. LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE I S4ET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT I CONSTRUC:iON DETAILS FOR: RANCHO CARRILLO VILLAGE 'G' --·- APPROVED ~tf.,f y-3-1f ' ASSISTANT l"!:CANl'l[NG D[RECTOR DATE ' JWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE . INITIAL CHKD BY: C.T. 97-03 365-9L OTHER APPROVAL CITY ~.PPROVAL RVWO BY: .. ~---I 24•• co ' <O = 00 z "" ao ' N n 2 _Ill ~-----1-----1 I I I ~-----1-----1 I I ~ ------1------~ I I ~----1------~ I I I ~-----1-----~ I MORTAR CAP \ W/SLURRY COAT BX8X16 SLUMP BLOCK GROUT ALL CELLS SOLID (8)-•5 VERT. REBAR (4l-•4 HDRIZ. REBAR □ LAP. MIN 1'-6" 1--10 t,t,.f ois--[ po'lf 'J\o¢,;, SLURRY COAT l (4) -1 6 VERT. REBAR 16"x8"x16" CONCRETE BLOCK ~ GROUT ALL CELLS SOLID (4J-•6 VERT. REBAR ~~T CORNERS FINISH GRADE 901/. COMPACTED SUBGRADE I I ~ 11 ~1 I I 1'----____::Cc,cON~CRETE FOOTING '-_, II' A - ~ "" <.D ' u; 11 I I I n k 21" SQ. L , , PILASTER SCALE: 1"·1'-D" r 1' -6" t C " --r ,.., ~ -, ---- ---- ~- / ___ _,,,..- ,.,,_ / ,..,,. r--'-••-··"· • --~~-!"""'"" - ...- 21/. ----- SECTION * UiJftit---,¢c,f\vll of s" ~ (o ~{ (ff'bllffr '7PU O CW/ TRENCH FOOTING) 10/20/98 MORT AA CAP (D W/SLURRY COAT •3 TIES !! 16" 0. C. V (4) -•4 VERT. REBAR !1 16" 0. V 6"x6"x18" CONCRETE SLUMP BL ___ ___,.---~ GROUT ALL CELLS W/REBAR i,.- SLURRY COAT I . I""""" l3 21-011 4-•4 DOWELS - ~ 16" 16 FINISH GRADE 21./ c. OCK " \ - (4)-1 6 VERT. RES.AR. AT CORNERS I'~ --.....-1-"C-;, I '-'-'-, I • ,I ~ , ' II --.. ,-,--.. ~,--,~ ' I c-it ---' ' • ' I '',. r--:.I liti::: -' ' ' i~r--r- • /i.sl-•5 VERT. REBAR /_(_~L: •6 VERT. REBAR PLAN -; > C ..._ ' ' ',, i '· --.... _ . -:z Ill= 1111111 Im 901/. COMPACTED SUBGR <.D ADE , ·· 0-, D :::; 111 ----~.,-~~~·- • • • --, ,_ ---------,-,.., - ' --- I Ill I l ll 11111 2'-8" SQ. -;-,~----------,~!'- SECTION CONCRETE FOOTING ~,-~ ~ (3)-•4 REBAR EACH WAY ~--AT BOTTOM OF PILASTER p IL ASTER (MOf-.JUMf~f) (WI ST AND ARD FOOTING) SCALE: 1"•1'-0" 8/10/98 E 0 ' ill CD 0, , I, _J :.: I-w 0 :z 0 D w L,_ u w D... V) w Ct": w I ~ C co ' <D w co _J <E I V) I- I (':) w I • • "' --' u~ -,.., " •, iJ:,,,·\, , " ' MORTAR CAP <I> N -W/ SLURRY COAT •4 HORIZ. REBAR AT 40" O.C. ( " AT 24" O.C. CENTER IN W ALU 6"X6"X18" SLUMP BLOCK GROUT ALL CELLS W/ REBAR SLURRY~ c--,-•4 DOWEL AT 40" O.C. " AT 24" 0.C. 411 4" FINISH GRADE ~ ~ / U 11 I 1~~111 ill lll=ill-111 =Ill 111= - WIii -- PILASTER ([) •4 REBAR CONT. (BOTTOMJ CONCRETE FOOTING 901/. MIN. COMPACTED SUBGRADE • • THESE DIMENSIONS ARE TD BE USED WHEN WALL IS SPECIFIED AT 6'-8" 8111198 MONUMENT WALL 11" CTYP.l -----i-------._-H--------.------- 1 !: /io --: -0 <D 0 I I I L!) L!) <D ' Ge co ~ 8'-0" \ PLANTER BOWLS VILLAGE MONUMENT ON PEDESTALS S-3-)(B-'.22.-S5-LSB-2" CENTERED DURA ART STONE (12' -0" TYPICAL) I I 00 N ' ' <O CD I WALL 2'-011 t ELEVATION EQUAL FINISH GRADE VILLAGE MONUMENT r (12'-0" TYPICAL) ~/t~_M_O_N_UM_E_N_T__ WALL(!) --f---,.....,,,=--, f (J 3'-0" TYP. / 411 . f\-1-lv\<. to~¢-(¢, ?e£._/ W, 4" HOLE (CENTERED) G) PLANTER §_OW_L_~ PILASTER ® F VILLAGE ENTRY MONUMENT-PLAN 8-12-98 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS II ·!>-'¥1 .. Iii\ D~,-1;. ~f-fn">r' W/>LL PE:t"All. IM'?f'7<j 1-lh I S~ET I -,.~ PILASTER ENTRY GATE 4X4 POST I EXP. DATE 5->l·oi 98-014 11 AS B LJ I LT 11 DATE RLA EXP. REVIEWED BY: INSPECTOR DATE I s31ETS I CITY OF CARLSBAD PLANNING DEPARTMENT <TERRA COTT A WITH CONSTRUCTION DETAILS FOR: f'p~ ~"+-I ;,w. ~ fff).(l. EB LIGHT SAND BLAST FINISH) VILLAGE ENTRY MONUMENT-ELEVATION 8-11-98 Landncape Architecture • Pla.nnin& LQ lollD. Centro II 921;10 Towue Centre Drive, Suite 340 'YI""'"'\ Sen Diego, CA 92121·3002 619.550.16'1'5 • Ftl.X fiM.1580 ~--"--- '"" .. ... ,._ __ , ... DA~E INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION :JTHER APPROVAL _, o-RANCHO CARRILLO VILLAGE 'G' - APPROVED ~~ ; jJ. R-3-zf •.. · .,,-,; ASSISTANT ~NITTNG DIRECTOR DAT OWN BY: I PROJECT NO. I DRAW! NG NO. DATE INITIAL CHKD BY: C.T. 97-03 365-9L CITY APPROVAL RVWD BY: (A ... ...... _,,___ - N ' co "' ' en C -,,. <O ::,e 0 ' "' C w DIA. PEDESTRIAN -1' 6" ~ r SQ. ----· ---- " - 2% -i• -·lJ_ --ri T'I i11m 111== l I = • ,.,.., --•c r HEAVY DUTY SELF-CLOSING G (3 LOCATIONS) \ ~ "TUBULAR STEE k~~FfoMR,t,J[~"&RAiDNG~--------i eo -BOTTOM RAIL, P IA. STEEL DOOR PLATE HANDLE SURFACE SHALL BE FLUSH W/GATE FRAME, BOTH SIDES SELF-LATCHING LEVER ACTION HANDLES LATCH & KEY ON BOTH SIDES ~--ll-ll---ll-lf-""-+-~,.;.1"_T::..::U=-.:BU::..::L::..::AR::..::..::...:ST_:::EE=L'--P-'--'IC"---K-ET_S __ ® - GATE ENTRY ~ --,,, ~ _,,,. ------ L---..--- MORT AR CAP ,r;-\. W/SLURRY COAT l .• •3 TIES !l 16' 0. C. -.. (4) -•4 VERT.@ 16" 0. C. EACH FACE 6"x6"x18" CONCRETE SL UMP BLOCK EBAR ~ GROUT ALL CELLS W/R v SLURRY COAT I ----------------··---(D -2'-0" FINISH GRADE 21/. ---- i_gll Ii :111 4 •4 DOWELS 901/. COMPACTED WR I I II= = Ill CO~[:RETE FOOTI SUBGRADE NG ~ 11=-111- . ~f I 1==111 111: I I I •4 HORIZ. CO NT. .. -·1 I I B/10/98 ~~ SECTION PILASTER (W/ ALTERNATE FOOTING) SCALE: 1"=1'-0" 4/16198 ,. D 4X4 SQ.METAL POST , ...... ---. ----ALIGN TOP RAIL OF GATE W/ - (3)-HEAVY DUTY I TOP ENTRY w AILL GATE HINGE~ - I --. --- PILA£:~ (A\ ~ ~ - ;.,,..-w -~---~ .----_,,,. ,~p-' ~ ~--:: COMMUNITY THEMEf7\ ---/ ,..,::: K ~~ ' ---t /"::.---FENCE \J.v . I r---.~ --------r---_\ I ~ 0 ,- I --...Jl. 0 ,-.__-:-I -u-, I, r I\ .. -~ • ' -~ ' -< I,' -j; r-,,, I' ' ~ • J ~ ,..., • , \ ~ \ 1'1 RND. PICKETS & ~ <t I K ,,. ~ i:.,. I,, ' l!l 4" O.C. ~ 'l\ :::, --' ' ' 0 r-,,, I """ !,, u.J I' Ii ' :. ' """' ..... .,,,,. I' Ii" SQ. RAILS 00 -,.# :/ :,... I, (p 0 ' ' ~ r~ ~;,.-<O <O I ~ I\ I~ -.... ~ '~ i,., . -r : jl11l1I ~ GATE OPERATOR BOX ~ j; ,..., ,..., -"""" ' W/ENCLOSURE «' ~ i.,• -::, j; ..... """' I/ a w I~ ~, ~ I' FINISH GRADE • """ """' ' I, ' l/ -~ j; ..... I ' .# ' • ~ f~ 11 11-11 11 11 w\.Jt i.:,;rll II II II II I\ [I 11 11 11 II 1: II II II II II II II II 1:1·rr"-11 __ JI II I II ll'J\11 II II II I\ I JI\ u, W"_.,... 1-""Tl II 1 I -~-• . ., ~ NOTE: CONTRACTOR SHAILI IT SHOP DRAWINGS SHOWING GATE . AND GATE OF' ~ BOX INSTALLATION. /n~~TRY GATE ...Pr SCAILE: 3/4"=1'-0" ........ - ----~ -----(/---) I I I I I I I I , I I I I ' I I I I I I PILASTER -..------· l 9" DIA l ~ 1 I I I ' , I I I I I I I I I I I I MET AIL FENCE © 2-1/2" X 2-1/2" SQ. MET AIL POST I FINISH GRAIDE : ~······- 111111~ 111117 I I i I I 901/. COMPACTED SUBGRAQE CONCRETE FOOTING CROWN TO DRAIN SECTION COMMUNITY THEME FENCE SCALE: 1"•1'-0" B/I0/9B I I II II II c,, N ' ' en '° II II \ -· 11---- ' ~ 1" MIN. 4" MAX. I i I II . 11 11 11 · 11 I 'I II II II 11 II j NOTES: 1. IF POWER FAILS, GATE SHAILL OPEN AUTOMATICAILL Y. WHEN POWER IS RESTORED, THE GATE SHALL CLOSE AUTDMATICALL Y. 2. POST AIL LOCK BOX FOR POST AL ACCESS. 2-1/2" X 2-1/2" SQ. METAL POST !l 8'-0" D.C. I ELEVATION 1" RND. MET AL PICKETS it', · l~'' l4ltl MET AIL R.AJLS 10· 7·97 MMUNITY THEME FENCE l1u1Wloape Architecture • Pla[l.ning La .Jolla c~11.tl"e II 9265 Towne Cent!'• Drh·•. Sulh 340 San Dleao, CA 92121-3002 619.15150.1~6 • P'all: 6&0.1680 SCAILE:½"=1'-0" \\-3 ·"A ,_.,, .. I ' DATE INITIAL ENGINEER OF WORK R\ 4, • •~· ..err::, ~n,;,,' ~ ~ ~-W.IJ+-1 ci~ ~1-S-/~ ~~ Z"'l t==c:¥2-I-\!;!!,.\. ~). ,,-. --CC>HHUt-1.IT't::..1:!:fE:.HE:. F"e.t-lC.f: Df,.TNL, --·· . -· " REVISION DESCRIPTION 98-014 11 AS BUILT 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP. LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE 1. ":.! i]i} I S~ET I CARLSBAD ~ CITY OF PLANNING DEPARTMENT I CONSTRUCTION DETAILS FOR: -RANCHO CARRILLO -~-~- VILLAGE 'G' APPROVED ~u f-3-r;z ASSISTANT TI.A~ING. DIRECTOR DATE DWN BY: I PROJECT NO. I DRAWING NO. DATE 1JNITIAL DATE INITIAL CHKD BY; C.T. 97-03 365-9L OTHER APPROVAL C JTY APPROVAL RVWO BY: .. !;lJ;CTION 0246;i PREFAllRIJ;ATED SITE _!'LIR_NJSHINGS PA_RT 1, GEN_E_R_A~ 1 .1 DESCRIPTION . 1 PROVIDE PREFABRICATED CONCRETE PICNIC TABLES AND TRASH RECEPTACLES AS NOTED ON PLANS IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE PLANS. 1 . 2 QUALITY ASSURANCE 1-3 1. 4 . 1 NOTIFY OWNER OF ARRIVAL OF ALL PREFABRICATED SITE FURNISHINGS ON SITE_ INSPECT AND REJECT THOSE UNITS JUDGED UNACCEPTABLE. . 2 FURNISH EACH ITEM AS A COMPLETE UNIT, PRODUCED BY ONE MANUFACTURER FOR THE ENTIRE JOB. . 3 STRICTLY COMPLY WITH MANUFACTURER'S DIRECTIONS. SUBMITTAL$ . 1 SUBMIT MANUFACTURER'S LITERATURE ANO DATA DESCRIBING THE PRODUCT TO BE FURNISHED INCLUDING: MATERIALS, SHOP DRAWINGS, AND DETAILED PRINTED INSTRUCTIONS DESCRIBING HANDLING, STORAGE, AND CLEAN UP PROCEDURES. JOB CONDITIONS _ 1 00 NOT BEGIN INSTALLATION UNTIL WORK WHICH COULD DAMAGE THE UNIT OR INTERRUPT INSTALLATION IS COMPLETE. 1. 5 DELIVERY, STORAGE & HANDLING -1 • 2 DELIVER ALL PREFASRICATED SITE FURNISHINGS TO JOBSITE IN NEW UNOPENED SHIPPING CONTAINERS WITH FACTORY LABELS ATTACHED STORE PREFABRICATED SITE FURNISHINGS IN AREAS DESIGNATED BY OWNER AND IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. F>ART_2_:._PR_9DU CTS 2. 1 PRODUCTS SHALL BE AS NOTED ON PLANS. PART 3 -EXECUTIQ_t,! 3.1 INSTALLATION . 1 . 2 ASSEMSLE AND INSTALL ALL SITE FURNISHINGS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS ANO AS SHOWN ON THE PLANS. GENERAL A. B SHOULD FURTHER CONSTRUCTION BE REQUIRED IN AREAS WHERE SITE FURNISHINGS HAVE BEEN INSTALLED, TAKE NECESSARY PRECAUTIONS TO PROTECT FROM DAMAGE. CLEAN UP SITE FURNISHINGS FOLLOWING MANUFACTURER'S INSTRUCTIONS ONCE CONSTRUCTION HAS CONCLUDED_ PARTJ • GENERA~ SECTION_03100 CONCRET!;_ FORMWORJ\_ 1.1 DESCRIPTION: . 1 RELATED WORK DESCRIBED ELSEWHERE: A. CONCRETE REINFORCEMENT: SECTION 03200 1. 2 QUALITY ASSURANCE: . 1 . 2 DESIGN OF FORMWORK IS THE: CONTRACTOR'S RESPONSIBILITY. STANDARDS: COMPLY WITH ALL PERTINENT PROVISIONS OF THE AMERICAN CONCRETE INSTITUTE (ACI) 347 "RECOMMENDE:D PRACTICE FOR CONCRETE FORMWORK". 1.3 SUSMITTALS: .1 COMPLY WITH SECTION 01300. . 2 JOINT LAYOUT: SUBMIT JOINTS LAYOUT FOR CONCRE:TE WORK, FABRICATION SHALL NOT BE DONE PRIOR TO OBTAINING APPROVAL. PART 2 -PRQ_Ol,IQI._S 2 .1 FORM MATERIALS: . 1 FORMS· A. CONSTRUCT FORMWORK FOR EXPOSED (PAINTED OR UNPAINTED) CONCIU:TE SURFACES WITH SMOOTH-FACED, UNDAMAGED PLYWOOD OR OTHER PANEL-TYPE MATERIALS ACCEPTABLE TO THE ARCHITECT, TO PROVIDE CONTINUOUS, STRAIGHT, SMOOTH AS-CAST SURFACES. FURNISH IN LARGEST PRACTICABLE SIZES TO MINIMIZE NUMBER OF JOINTS. B, CONSTRUCT FORMWORK FOR CONCRETE CONCEALED FROM VIEW WITH ROUGH-SAWN BOARDS OF SOUND GRADE. C. FORM CYLINDRICAL COLUMNS WITH PAPER OR FIBER TU BES, CONSTRUCTED OF LAMINATED PLIES USING WATER• RESISTANT ADHESIVE WITH WAX-IMPREGNATED EXTERIOR FOR WEATHER AND MOISTURE PROTECTION. D. PROVIDE FORM MATERIAL WITH SUFFICIENT THICKNESS T 0 WITHSTAND PRESSURE OF NEWLY-PLACED CONCRETE WITHOUT EXCESSIVE AND OBJECTIONABLE BOW OR DEFLECTION. . 2 FORM TIES: A. PROVIDE FACTORY-FABRICATED, ADJUSTABLE-LENGTH, REMOVABLE OR SNAPOFF METAL FORM TIES, DESIGNED TO PREVENT FORM DEFLECTION AND TO PREVENT $PALLING CONCRETE SURFACES UPON REMOVAL. B. PROVIDE TIES SO THAT PORTION REMAINING WITHIN CONCRETE AFTER REMOVAL OF EXTERIOR PARTS IS AT LEAST 1-1/2" FROM THE OUTER CONCRETE SURFACE. PROVIDE FORM TIE:$ WHICH WILL NOT LEAVE A HOLE LARGER THAN 1" DIAMETER IN THE CONCRETE SURFACE. C. FORMS COATINGS: PROVIDE COMMERCIAL FORMULATION FORM-COATING COMPOUNDS THAT WILL NOT BOND WITH, STAIN, NOR ADVERSELY AFFECT CONCRETE SURFACES REQUIRING BOND OR ADHESION, NOR IMPEDE THE WETTING SURFACES TO BE CURED WITH WATER OR CURING COMPOUNDS. " --------------------------------------------7 DESIGN OF FORMWORK: .1 GENERAL: A. B. C. DESIGN, ERECT, SUPPORT, BRACE, AND MAINTAIN FORMWORK SO THAT IT WILL SAFELY SUPPORT VERTICAL AND LATERAL LOADS THAT MIGHT BE APPLIED, UNTIL SUCH LOADS CAN BE SUPPORTED BY THE CONCRETE STRUCTURE. DESIGN FORMS AND FALSEWORK TO INCLUDE: ASSUMED VALUES OF LIV!: LOAD, DEAD LOAD, WEIGHT OF MOVING EQUIPMENT OPERATED ON FORMWORK, CONCRETE MIX, HEIGHT OF CONCRETE DROP, VIBRATOR FREQUENCY, AMBIENT TEMPERATURE, FOUNDATION PRESSURE:$, STRESSES, LATERAL STABILITY, AND OTHER FACTORS PERTINENT TO SAFETY OF STRUCTURE DURING CONSTRUCTION. EARTH FORMS: SIDE FORMS OF FOOTINGS MAY BE OMITTED AND CONCRETE PLACED DIRECTLY AGAINST EXCAVATION ONLY WHEN REQUESH'D SY THE CONTRACTOR AND ACCEPTED BY THE ARCHITECT. f>_Ai:IT 3 • EXECUTION 3. 1 1 3.2 3.3 3.4 SURFACE CONDITIONS: EXAMINE THE SUBSTRATE AND CONDITIONS UNDER WHICH WORK OF THIS SECTION 1$ TO BE PERFORMED, AND CORRECT UNSATISFACTORY CONDITIONS WHICH WOULD PREVENT PROPER AND TIMELY COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. FORM CONSTRUCTION: . 1 • 2 . 3 B. C. CONSTRUCT FORMS COMPLYING WITH ACI 347, TO THE EXACT SIZES, SHAPES, LINES, AND DIMENSIONS SHOWN, ANO AS REQUIRED TO OBTAIN ACCURATE ALIGNMENT, LOCATION, GRADES, LEVEL, AND PLUMB WORK IN FINISH STRUCTURES. PROVIDE FOR OPENINGS, OFFSETS, SINKAGE:S, KEYWAYS, RECESSES, MOLDINGS, REGLETS, CHAMFERS, BLOCKING, SCREEDS, BULLHEADS, ANCHORAGES, INSERTS, AND OTHER FEATURES REQUIRED. USE SELECTED MATERIALS TO OBTAIN REQUIRED FINISHES. FORMS FOR OPENINGS, AND CONSTRUCTION WHICH ACCOMMODATES INSTALLATION BY OTHER TRADES WHOSE MATERIALS AND PRODUCTS MUST BE FABRICATED BEFORE THE OPPORTUNITY EXISTS TO VERIFY THE: MEASUREMENTS OF ADJACENT CONSTRUCTION WHICH AFFECTS SUCH INSTALLATIONS, $HALL BE ACCURATELY SIZED ANO LOCATED AS DIMENSIONED ON THE DRAWINGS. IN THE EVENT THAT DEVIATION FROM THE DRAWING DIMENSIONS RESULTS IN PROBLEMS IN THE FIELD, THE CONTRACTOR SHALL BE RESPONSISLE FOR RESOLUTION OF THE CONDITIONS AS APPROVED BY THE ARCHITECT, WITHOUT ADDITIONAL EXPENSE TO THE OWNER. FABRICATION: A. FABRICATE FORMS FOR EASY REMOVAL WITHOUT HAMMERING OR PRYING AGAINST CONCRETE SURFACES. B. PROVIDE TEMPORARY OPENINGS WHERE INTERIOR AREA OF FORM-WORK IS INACCESSIBLE FOR CLEANOUT, FOR INSPECTION BEFORE: CONCRETE PLACEMENT, AND FOR PLACEMENT OF CONCRETE. FALSEWORK: A. ERECT FALSEWORK AND SUPPORT, BRACE AND MAINTAIN IT TO SAFELY SUPPORT VERTICAL, LATERAL, AND ASYMMETRICAL LOADS APPLIED UNTIL SUCH LOADS CAN BE SUPPORTED BY IN-PLACE CONSTRUCTION. . 4 FORMS FOR EXPOSED CONCRETE: A. DRILL FORMS TO SUIT TIES USE:D AND TO PREVENT LEAKAGE OF CONCRETE MORTAR AROUND TIE HOLES. DO NOT SPLINTER FORMS BY DRIVING TIES THROUGH IMPROPERLY PREPARED HOLE,$_ B, PROVIDE SHARP, CLEAN CORNERS AT INTERSECTING PLANES, WITHOUT VISIBLE EDGES OR OFFSETS C. ASSEMBLE FORMS SO THEY MAY BE READILY REMOVED WITHOUT DAMAGE TO EXPOSED CONCRETE SURFACES. . 5 CORNER TREATMENT: UNLESS SHOWN OTHERWISE, FORM CHAMFERS WITH 3/4" X 314" STRIPS, ACCURATELY FORMED ANO SURFACED TO PRODUCE UNIFORMLY STRAIGHT LINES AND TIGHT EDGE JOINTS ON EXPOSED CONCRETE. EXTEND TERMINAL EDGES TO REQUIRED LIMIT AND MITER CHAMFER STRIPS AT CHANGES IN DIRECTION. . 6 CONTROL JOINTS: LOCATE A$ INDICATED. .7 . s PROVISION FOR OTHER TRAD.E.S: PROVIDE OPENINGS IN CONCRETE FORMWORK TO ACCOMMODATE WORK OF OTHER TRADES. VERIFY SIZE AND LOCATION OF OPENINGS, RECESSES AND CHASES WITH THE TRADE REQUIRING SUCH ITEMS. ACCURATELY PLACE AND SECURELY SUPPORT ITE':MS TO BE BUILT INTO FORMS. CLEANING AND TIGHTENING: THOROUGHLY CLEAN FORMS AND ADJACENT SURFACES TO RECEIVE CONCRETE. REMOVE CHIPS, WOOD, SAWDUST, DIRT, AND OTHER DEBRIS JUST BEFORE CONCRETE IS PLACED. RETIGHTEN FORMS IMMEDIATELY AFTER CONCRETE PLACEMENT AS REQUIRED TO ELIMINATE: MORTAR LEAKS. INSTALLATION OF EMBEDDED ITEMS: . 1 .2 SET ANO BUILD INTO THE WORK ANCHORAGE DEVICES AND OTHER EMBEDDED ITEMS REQUIRED FOR OTHER WORK THAT IS ATTACHED TO, OR SUPPORTED BY, CAST-IN-PLACE CONCRETE. !:OGE FORMS AND SCREED STRIPS FOR SLABS. SET EDGE FORMS OR BULKHEADS AND INTERMEDIATE SCREED STRIPS FOR SLABS TO OBTAIN REQUIRED ELEVATIONS AND CONTOURS IN THE FINISHED SLAB SURFACE. PROVIDE AND SECURE UNITS TO SUPPORT TYPES OF SCREEDS REQUIRED. REMOVAL OF FORMS: . 1 .2 FORMWORK NOT SUPPORTING CONCRETE, SUCH AS SIDES OF BEAMS, WALLS, COLUMNS, AND SIMILAR PARTS OF THE WORK, MAY BE REMOVED AFTER CUMULATIVELY CURING AT NOT LESS THAN 5 0 DEGREES F FOR 24 HOURS AFTER PLACING CONCRETE, PROVIDED CONCRETE IS SUFFICIENTLY HARD TO NOT BE DAMAGED BY FORM REMOVAL OPE:RATION, AND PROVIDE:0 THAT CURING AND PROTECTION OPERATIONS ARE MAINTAINED. FORMWORK SUPPORTING WEIGHT OF CONCRETE, SUCH AS BEAM SOFFITS, JOISTS, SLABS AND OTHER STRUCTURAL ELEMENTS MAY NOT BE REMOVED IN LESS THAN 14 DAYS, AND NOT UNTIL CONCRETE HAS ATTAINED DESIGN MINIMUM 28 DAY COMPRESSIVE STRENGTH. DETERMINE POTENTIAL COMPRESSIVE STRENGTH OF IN-PLACE CONCRETE BY TESTING FIELD-CURED SPECIMENS REPRESENTATIVE OF THE CONCRETE LOCATION OR MEMBERS, AND SPECIFIED IN OTHER SECTIONS. 3. 5 RE-USE OF FORMS: . 1 CLEAN AND REPAIR SURFACES OF FORMS TO BE REUSED IN THE WORK. SPLIT, FRAYED, OELAMINATED OR OTHERWISE DAMAGED FORMFACING MATERIAL WILL NOT BE ACCEPTABLE. APPLY NEW FORM COATING COMPOUND MATERIAL TO CONCRETE CONTACT SURFACES AS SPECIFIED FOR NEW FORMWORK. WHEN FORMS ARE REUSED FOR SUCCESSIVE CONCRETE PLACEMENT, THOROUGHLY CLEAN SURFACES, REMOVE FINS AND LAITANCE, AND TIGHTEN FORMS TO CLOSE ALL JOINTS. ALIGN ANO SECURE JOINTS TO AVOID OFFSETS. SEk!ION 03200 CQl'LCRETE ____ REINFORCEMENT PART 1 -GENERAb 1.1 DESCRIPTION: 1. 2 _ 1 RELATED WORK DESCRIBED ELSEWHERE: A. CONCRETE FORMWORK: SECTION 03100 QUALITY ASSURANCE: .1 COMPLY WITH PERTINENT PROVISIONS OF FOLLOWING STANDARDS, EXCEPT AS HEREIN MODIFIED: . 2 CONCRETE REINFORCING STEEL INSTITUTE (CASI) "MANUAL OF STANDARD PRACTICE"; . 3 AMERICAN CONCRETE INSTITUTE (ACI) 318. . 4 MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURE (ACI) 315. 1. 3 SUBMITTAL$: . 1 COMPLY WITH PERTINENT PROVISIONS OF SECTION 01300. . 2 SHOP DRAWINGS, REINFORCEMENT: SUBMIT SHOP DRAWINGS FOR FABRICATION, BENDING, ANO PLACEMENT OF CONCRETE REINFORCEMENT. COMPLY WITH ACI 315 "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" SHOWING BAR SCHEDULE, STIRRUP SPACING, DIAGRAMS OF BENT BARS, ARRANGEMENT OF CONCRETE REINFORCEMENT. INCLUDE SPECIAL REINFORCEMENT REQUIRED AND OPENINGS THROUGH CONCRETE STRUCTURES. . 3 MILL CERTIFICATES: SUBMIT STEEL PRODUCER'S CERTIFICATES OF MILL ANALYSIS, H:NSILE, AND BENO TESTS FOR REINFORCING STEEL. 1 _ 4 PRODUCT HANDLING: .1 DELIVERY: DELIVER REINFORCEMENT TO THE JOB SITE BUNDLED, TAGGED, ANO MARKED. USE METAL TAGS INDICATING BAR SIZE, LENGTHS, AND OTHER INFORMATION CORRESPONDING TO MARKINGS SHOWN ON PLACEMENT DIAGRAMS. . 2 STORAGE: STORE REINFORCEMENT AT THE JOB SITE IN A MANNER TO PREVENT DAMAGE ANO ACCUMULATION OF DIRT AND EXCESSIVE RUST. PART 2 -PRODUCT~ 2. 1 MATERIALS: .1 REINFORCING BARS: COMPLY WITH ASTM A 615-79 (DEFORMED BARS). NO. 5 BARS AND SMALLER, GRADE 40; ALL OTHERS GRADE 6 0 . • 3 . 4 STEEL WIRE: COMPLY WITH ASTM A 82. WELDED WIRE FABRIC: COMPLY WITH ASTM A 185-73. SUPPORTS FOR REINFORCEMENT: BOLSTERS, CHAIRS, SPACERS, ANO OTHER DEVICES FOR SPACING, SUPPORTING, AND FASTENING REINFORCEMENT IN PLACE: A. USE WIRE BAR TYPE SUPPORTS COMPLYING WITH CASI RECOMMENDATIONS, UNLESS OTHERWISE INDICATED. DO NOT USE WOOD, BRICK, ANO OTHER UNACCEPTABLE MATERIALS . B. FOR SLABS ON GRADE, USE SUPPORTS WITH SAND PLATES OR HORIZONTAL RUNNERS WHERE BASE MATERIAL WILL NOT SUPPORT CHAIR LEGS. C. FOR EXPOSED-TO-VIEW CONCRETE SURFACES, WHERE LEGS OF SUPPORTS ARE IN CONTACT WITH FORMS, PROVIDE SUPPORTS WITH EITHER HOT-DIP GALVANIZED OR PLASTIC- PROTECTED LEGS. 2.2 FABRICATION: .1 .2 GENERAL: FABRICATE REINFORCING BARS TO CONFORM TO REQUIRED SHAPES ANO DIMENSIONS, WITH FABRICATION TOLERANCES COMPLYING WITH CRSI MANUAL. IN CASE OF FABRICATING ERRORS, DO NOT RESEND OR STRAIGHTEN REINFORCEMENT IN A MANNER THAT WILL INJURE OR WEAKEN THE MATERIAL. UNACCEPTABLE MATERIALS: REINFORCEMENT WITH ANY OF THE FOLLOWING DEFECTS WILL NOT BE PERMITTED IN THE WORK: A. BAR LENGTH$, DEPTHS, ANO BENDS EXCEEDING SPECIFIED FABRICATION TOLERANCE$_ B. BENDS OR KINKS NOT INDICATED ON DRAWINGS OR FINAL SHOP DRAWINGS. C SAAS WITH REDUCED CROSS-SECTION DUE TO EXCESSIVE RUSTING OR OTHER CAUSE. PART 3 • EXECUTION 3 .1 INSPECTION: . 1 EXAMINE THE SUBSTRATE, FORMWORK, AND THE CONDITIONS UNDER WHICH CONCRETE REINFORCEMENT IS TO BE PLACED, AND CORRECT CONDITIONS WHICH WOULD PREVENT PROPER AND TIMELY COMPLETION OF THE WORK. DO NOT PROCEED WITH THE WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3.2 INSTALLATION: . 1 .2 .3 .4 COMPLY WITH THE SPECIFIED STANDARDS FOR DETAILS AND METHODS OF REINFORCEMENT PLACEMENT AND SUPPORTS, AND AS HEREIN SPECIFIED. CLEAN REINFORCEMENT TO Rl:MOVE LOOSE RUST AND MILL SCALE, EARTH, AND OTHER MATERIALS WHICH REDUCE OR DESTROY BOND WITH CONCRETE_ POSITION, SUPPORT, AND SE:CURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK, CONSTRUCTION, OR CONCRETE PLACEMENT OPERATIONS, INSTALL WELDED WIRE FABRIC IN AS LONG LENGTHS AS PRACTICABLE. LAP ADJOINING PIECES AT LEAST ONE FULL MESH . . 5 SPLICES: PROVIDE STANDARD REINFORCEMENT SPLICES BY LAPPING ENDS, PLACING BARS IN CONTACT, AND TIGHTLY WIRE TYING. S__l;CTION 033.!lQ CONCRETE FLATWORK £~RT 1 • GE!JI.ERAL 1 .1 SUIVIMARY: THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIVISION 1 ARE A PART OF THIS SECTION, AND THE CONTRACT FOR THIS WORK, AND APPLY TO THIS SECTION AS IF REPEATED HEREIN. 1.2 SCOPE: 1. 3 1.4 FURNISH ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL COMPLETE IN PLACE, ALL CONCRETE, FORM WORK AND REINFORCING AS INDICATED ON THE DRAWINGS AND/OR SPECIFIED HEREIN. SUBMITTAL$: SAMPLE: FINISH: CONSTRUCT CONCRETE: SLABS, EACH 2 FEET BY 2 FEET SHOWING THE VARIOUS FINISHES OF CONCRETE. FINISHES MUST BE ACCEPTABLE TO THE OWNER PRIOR TO THE PLACEMENT OF SLABS ON GRADE ANO PAVING OF STAIRS. SAMPLES SHALL BE USED TO ESTABLISH QUALITY CONTROL THROUGHOUT THE PROJECT. GUARANTEE:$ AND REPLACEMENT: A. DEFECTIVE CONCRETE WORK: CONCRETE FINISH WHICH IS DAMAGED, WHICH IS NOT PE:RFECTLY TRUE TO LINE ANO PLACE, WHICH DOES NOT PITCH TO DRAIN, WHICH IS NOT THOROUGHLY TROWELED AND PROPERLY SURFACED AS SPECIFIED, WHICH DOES NOT CONTACT AT ALL POINTS AGAINST A STRAIGHT EDGE, WHICH SCUFFS OR HAS ANY ROUGH TOP SURFACE, WHICH IS CRACKED, WHICH DOES NOT CONNECT PROPERLY TO ADJOINING WORK, WILL NOT BE ACCEPTED ANO SHALL BE RE:MOVED BY THE CONTRACTOR ANO REPLACED BY HIM WITH CEMENT FINISH COMPLYING WITH THE REQUIREMENTS OF THE SPECIFICATION$., B. IF WITHIN ONE YEAR FROM COMPLETION OF THIS CONTRACT, SPALLING OR POPPING OF CONCRETE SURFACE OCCURS DUE TO CHEMICAL REACTION OF AGGRE:GATE OR OTHER CAUSES, THI: CONTRACTOR SHALL REMOVE THE DEFECTIVE SLAB ANO REPLACE IT WITH ACCEPTABLE CONCRETE AT NO COST TO THE OWNER. 1 .5 REQUIREMENTS OF REGULATORY AGENCIES: ALL WORK SHALL CONFORM TO THE GOVERNING BUILDING CODE. COMPLY WITH THE FOLLOWING REFERENCE: STANDARDS, UNLESS MODIFIED BY BUILDING CODE, OR HEREIN: "BUILDING CODE REQUIREMENTS FOR RE:INFORCED CONCRETE", ACI 318-77. "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK", ACI 347-66. "RECOMMENDED PRACTICE FOR COLO WEATHER CONCRl:TING", ACI 306-66. "RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING", ACI 305-72 . "RECOMMENDED PRACTICE FOR SELECTING PROPORTIONS OF CONCRETE", ACI 613-54. "RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE", ACI 304-73. REFERENCED ASTM STANDARDS OF CURRENT ISSUE . CITY OR COUNTY CODES FOR WORK UPON PUBLIC PROPERTY. 1. 6 TESTS AND INSPECTIONS: .1 TESTS: TESTS OF CONCRETE SHALL BE MADE BY A TESTING LABORATORY APPROVED BY THE OWNER. COST OF SAMPLING AND TESTING REQUIRED BY THESE SPECIFICATIONS SHALL BE BORNE BY THE OWNER EXCEPT THAT ANY RE-TESTING OF NON-CONFORMING MATERIAL SHALL BE PAID FOR BY THE CONTRACTOR. _2 INSPECTION: INSPECTIONS HEREIN SPECIFIED SHALL BE MADE BY THE OWNER_ THE CONTRACTOR SHALL REQUEST INSPECTION FORTY-EIGHT HOURS IN ADVANCE OF THE TIME INSPECTION 1$ REQUIRED . INSPECTION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: UPON COMPLE:TION OF PREPARATION OF SUBGRADE. UPON COMPLETION OF FORMING. UPON COMPLETION OF REINFORCING . UPON COMPLETION OF CONCRETE FINISHING. WHEN ALL CONSTRUCTION WORK HAS BEEN COMPLETED, THE CONTRACTOR SHALL CALL FOR A COMPLETE INSPECTION BEFORE PROCEEDING WITH THE SOIL PREPARATION AND PLANTING PHASES OF THE PROJECT. 11 AS BUILT 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS _____ ,,, _____ ... RLA _____ EXP. ___ _ REVIEWED BY: 98-014 -~------=-=--.. -----I NS PE CT OR -------:D:-A----:T:c:E,------···- -Landscepf:' Archihct ure • Plannini La folle. Centre II 9255 'l'owne Centr@ Vrl'-"e, Suite 340 San Diego. CA 92lZ1 "(!002 619 550.1575 • f3,i: !'.'>50.158() f---+----+-------,.-·-·----------------t-------t-------1-----+---, f---+----+---------------·-"----+-------t-~---~ c---·-+---+-----·---··-------------+--+----+--· I----+----+---------------·--·------,~, ,~., --·· 1----+----+--------------·--·•----- REVISION DESCRIPTION DATE INITIAL ENGINEER OF ~ORK DATE 'NITIAL DATE INiTIAL "'"• OTHER AP0ROVAL CITY APPROVAL CITY OF CARLSBAD PLANNING DEPARTMENT CONSTRUCTlON SPECIFICATIONS FOR: RANCHO CARRILLO VILLAGE 'G' L APPROVED ~('j J! p,.s-t£ ASSISTAM PLo(NNING DIRECTOR DATE DWN BY: -----PROJECT NO-DRAWING NO. CHKD BY: ____ CT 97-03 365-9L RV'NO B"° 1. 7 1. 8 LAYOUT OF WORK AND CERTIFICATION OF FINISH GRADES: THE CONTRACTOR SHALL EMPLOY, AT HIS OWN EXPENSE, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR, APPROVED BY THE INSPECTOR, TO LAY OUT THE WORK OF THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET FOR CONSTRUCTION ANO THE CERTIFICATION OF FINISH GRADES WITH DRAWINGS AND/OR TO MATCH EXISTING SURFACES WHERE APPLICABLE. GENERAL REQUIREMENTS: , 1 ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND SHALL IMMEDIATELY INFORM THE INSPECTOR ANO OWNER OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. . 2 THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT ALL ADJACENT SURFACES FROM SPLATTERING ANO DEFACING OF ANY KIND. .3 REINFORCEMENT SHALL BE STORED OFF THE GROUND AND SHALL BE PROTECTED TO PREVENT RUST AND TO KEEP CLEAN ANO FREE OF GREASE, OIL, DIRT AND OTHER OBJECTIONABLE MATERIALS. STORAGE SHALL BE IN SEPARATE PILES OR RACKS TD AVOID CONFUSION OR LOSS OF IDENTIFICATION AFTER BUNDLES ARE BROKEN. PA8T __ 2 • PROD_!JSJS 2.1 MATERIALS: . 1 PORTLAND CEMENT: ASTM C 150, TYPE I OR II. FOR EXPOSED CONCRETE, USE ONLY ONE BRAND FROM ONE MILL LOT. . 2 CONCRETE AGGREGATES: ASTM C 33. USE AGGREGATES FROM SAME SOURCE AND PIT FOR ENTIRE PROJECT. . 3 MIXING WATER: FRESH, CLEAN AND POTABLE, FREE FORM INJURIOUS AMOUNTS OF OIL, ACID, ALKALI OR ORGANIC MATTER. . 4 MIXING OF CONCRETE: ALL TRANSIT-MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR 1:'ASY MIXED CONCRETE, ASTM SPECIFICATIONS C-94. . 5 EXPANSION JOINT FILLER: SHALL BE PRE-MOLDED, NON-ASPHALT Fl8ERBOARD, HEIGHT AS NOTED ON DETAILS. . 6 JOINT SEALER: ASTM D 1190, HOT-POURED TYPE. . 7 STANDARD REQUIREMENTS: CLASS "A" CONCRETE SHALL CONTAIN NOT LESS THAN 6-1/2 SACKS OF CEMENT PER CUBIC YARD, AND SHALL BE PROPORTIONED TO ATTAIN A MAXIMUM CYLINDER STRENGTH OF 2,000 PSI IN 28 DAYS. COMPRESSIVE STRENGTHS ARE TO SE DETERMINED IN ACCORDANCE WITH ASTM C-39. , 8 WATERPROOFING MATERIAL: SHALL BE THO RO-SEAL, SINAK OR APPROVED EQUAL .9 REINFORCING SAAS: ASTM A 615, GRADE 40 FOR REINFORCEMENT IN CONCRETE BLOCK MASONRY AND BRICK MASONRY. ASTM A 61 5, GRADE 40 FOR CONCRETE REINFORCEMENT. BUNDLE AND TAG WITH IDENTIFICATION AND HEAT NUMBER. .10 W!"LDED WIRE FA8RIC: ASTM A 185, EXCEPT THAT ULTIMATE STRENGTH NEED NOT EXCEED 55,000 PSI. DELIVER AND PLACE FA8RIC IN FLAT SHEETS. . 11 SUPPORTS AND SPACERS: TYPES AND SIZES RE:QUIRED T 0 MAINTAIN POSITIONING OF BARS AND WIRE FA8RIC IN LOCATIONS SHOWN ON DRAWINGS DURING CONSTRUCTION SHALL BE PRECAST CONCRETE CUBES WITH TIE WIRES. .12 CURING MEMBRANE: NON-STAINING PAPER CONFORMING TO ASTM C 171, OR 6 MIL THICK POLYETHYLl:'NI': FILM. . 13 CURING COMPOUND: ASTM C 309, LIQUID MEM8RANE FORMING WITH FUGITIVE DYE FOR IDENTIFICATION. COMPOUND SHALL 8 E COMPATIBLE WITH FINISH TO BE APPLIED THERETO. CURING COMPOUND AND AREAS RECEIVING IT MUST BE APPROVED SY THE ARCHITECT. PART.3 -~EXECUILON 3.1 GENERAL WORK PROCEDURES: WORK PROCEDURES SHALL FOLLOW CUSTOMARY PRACTICES, AND SHALL BE AS SHOWN ANO INTENDED BY DRAWINGS, DETAILS, ANO SPE;;CIFICATIONS AND SHALL COMMENCE WITH THE STAKING AND ALIGNMENT OF ALL LOCATIONS OF WORK. CONTRACTOR MUST OBTAIN THE INSPECTOR'S APPROVAL BEFORE COMMENCEMENT OF WORK. .1 MIXING OF CONCRETE: ALL TRANSIT-MIXED CONCRETE SHALL BE MIXED ANO DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR READY MIXED CONCRETE, ASTM SPECIFICATIONS C-94. . 2 TESTS OF CONCRETE SHALL BE MADE BY A TESTING LABORATORY APPROVED BY THE INSPECTOR. COST OF SAMPLING AND TESTING REQUIRED SY THESE SPECIFICATIONS SHALL BE 80RNE BY THE OWNER EXCEPT THAT ANY RE-TESTING CAUSED SY THE CONTRACTOR'S NEGLIGENCE SHALL SE PAID FOR BY THE CONTRACTOR. . 3 CEMENT SHALL BE TESTED IN ACCORDANCE WITH THE LATEST REQUIREMENTS OF THE AMERICAN SOCIETY FOR TESTING MATERIALS. . 4 STORAGE: CE'MENT SHALL BE STORED IN SUCH A MANNER AS T 0 PREVENT DETERIORATION, OR THE INTRUSION OF FOREIGN MATTER. 3.2 GRADING: .1 FOUNDATIONS AND WALKWAYS CAN BE FOUNDED ON COMPACTED MATERIALS, DRY DENSITY AT LEAST 90% OF THAT DENSITY DETERMINED BY ASTM TEST METHOD D 1557-70. .2 EXCAVATE FOR ALL WORK SUFFICIENTLY TO CONSTRUCT WORK TO LINE AND GRADE AS SHOWN ON DRAWINGS AND AS DIRE'CTED. EXCAVATIONS SHALL BE OF WIDTH SUFFICIENT TO PERMIT PROPER INSTALLATION, CONSTRUCTION ANO REMOVAL OF FORMS. . 3 FOOTING EXCAVATIONS SHALL NOT BE LOWER THAN FOOTING GRADING ANO SHALL SE DEAD LEVEL IN ACCORDANCE WITH ACCEPTABLE STANDARDS AND PRACTICES AS NECESSARY TO PROVIDE A UNIFORM BEARING FOR THE FOOTING. IF SOFT SPOTS ARE ENCOUNTERED, THE SOFT MATERIAL SHALL BE REMOVED ANO HAULED FROM SITE AND THE EXCAVATION 8ACKFILLED AS DIRECTED WITH MATERIAL SUITABLE FOR PROPER COMPACTION. . 4 MAINTAIN PROPER DRAINAGE AT ALL TIMES ANO KEEP OPERATIONS CLEAN AND FREE FROM ACCUMULATloD MATERIALS. 3. 3 FORMS, CONSTRUCTION, PLACEMENT: . 1 FORMS: SET FORMS DETAILS AS DIRECTED. VERTICAL, HORIZONTAL TO CONFORM TO PLANS, SECTIONS AND ALL EDGES AND LINES SHALL BE TRULY OR CURVED AS SHOWN ON DRAWINGS. .A FORMS SHALL BE OF THE BEST TYPE FOR THE PURPOSE RIGIDLY CONSTRUCTED, AND PROVIDING FOR ANY SPECIAL BUILT-IN FEATURES, AS INDICATED. 3.4 .2 .3 .4 . B WOOD FORMS SHALL BE FREE FROM CUPPING, WARPING, LARGE OR LOOSE KNOTS. JOINTS SHALL BE BROKEN AND DOUBLE NAILED. WOOD FORMS SHALL BE TREATED WITH THOMPSON WATER SEAL, NAC CRE'TE, OR HUNTS PROCESS TFL, OR APPROVED EQUAL. CONSTRUCTION JOINTS: LOCATE AND CONSTRUCT JOINTS ON CONCRETE FLAT WORK A$ INDICATED ON DETAIL. IN ADDITION, E'XPANSION JOINTS SHALL BE LOCATED AS INDICATED ON PLANS. BEFORE CONCRETE IS PLACED IN ANY FORM, THE CONTRACTOR SHALL ERECT AND INSTALL AT OR UPON THE FORM WHATEVER DEVICES SUCH AS STRETCHED WIRES, PLUMB LINES, ETC., DEEMED NECESSARY BY THE INSPECTOR TO INDICATE CORRECTLY THE AMOUNT AND DIRECTION OF ANY DISPLACEMENT OF THE FORMS WHILE CONCRETE IS 8EING PLACED THEREIN. THE CONTRACTOR SHALL PROVIDE SUFFICIENT CAPABLE WORKMEN AND PROPER MATERIALS TO CORRECT THE DISPLACEMENT WHICH MAY OCCUR AND TO PREVENT FURTHER MOVEMENT, AS DIRECTED . REINFORCEMENT SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS, TOGETHER WITH ALL NECESSARY WIRE TIES, SPACERS AND SUPPORTS TO INSTALL AND SECURE THE REINFORCEMENT PROPERLY. IT SHALL BE FREE OF RUST, SCALE, OIL, GREASE, BONO BREAKER COMPOUND, DRIED MORTAR ANO OTHER COATINGS. SANOSLASTING OF THE REINFORCEMENT SHALL SE EMPLOYED AT THE OPTION OF THE ARCHITECT TO REMOVE ANY OF THE ABOVE COATINGS TO OBTAIN FULL BONO. .5 PLACEMENT OF REINFORCEMENT SHALL BE DONE ACCURATELY AND SECURELY USING CONCRETE CU8ES. SUPPORT FOR REINFORCE• MENT SHALL COMPLY WITH REQUIREMENTS OF "'THE CRSI MANUAL OF STANDARD PRACTICE". .6 ALL REINFORCEMENT SHALL BE MADE CONTINUOUS EXCEPT AS OTHERWISE DETAILED. SPLICES OF REINFORCEMENT IN CONCRETE SHALL BE MADE BY LAPPING BARS OF 40 GRADE STEEL NOT LESS THAN 30 SAR DIAMETERS, MINIMUM LENGTH OF ANY LAP SHALL 8 E 1'·6". SPLICES IN ADJACENT SAAS SHALL BE STAGGERED 4'•0" MINIMUM. WIRE FABRIC SHALL BE SPLICED BY LAPPING 8" MINIMUM . . 7 ALL DETAILING AND FABRICATION OF REINFORCING, UNLESS OTHERWISE NOTED ON THE PLANS OR IN THESE SPECIFICATIONS, SHALL FOLLOW THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACI 315. . 8 CONCRETE SHALL NOT BE PLACED OVER REINFORCEMENT, PIPES, CONDUIT, FORMS, ETC., UNTIL SUCH WORK HAS BEEN INSPECTED ANO APPROVAL GIVEN BY THE OWNER TO PROCEED WITH THE WORK. . 9 BEFORE CONCRETE IS PLACED, FORMS SHALL BE CLEANED OUT AND WET DOWN. GROUND SURFACES SHALL BE DAMP AT THE TIME CONCRETE IS PLACED THERE:ON. ITEMS TO BE EMBEDDED IN THE CONCRETE SHALL BE IN PLACE, AS REQUIRED. .1 0 CONCRETE SHALL SE PLACED BEFORE INITIAL SET HAS OCCURRED. THE CONCRETE SHALL BE WORKED THOROUGHLY INTO ALL CORNERS ANO ANGLES OF FORMS. CARE SHALL SE TAKEN THAT N 0 SEGREGATION OF AGGREGATE OCCURS. IMMEDIATELY AFTER PLACEMENT, THE CONCRETE SHALL BE PROPERLY FORKED SACK ALONG THE FACES OF ALL FORMS, USING STANDARD CONCRETE FORKS, SPADES OR OTHER APPROVED EQUIPMENT. IN SCREEDING FLAT WORK, CONTRACTOR SHALL DOU8LE STRIKE-OFF CONCRETE AS DIRECTED 8EFORE PROCEEDING WITH TROWELING. .11 ALL JOINTS SHALL BE TRULY AND ACCURATELY ALIGNED, OF SHARP EVEN WIDTH AS SHOWN ON DRAWINGS. . A INSTALL EXPANSION JOINTS AND WEAKENED PLANE TOOL JOINTS WHERE INDICATED AND AS DETAILED ON THE DRAWINGS. .8 USE STANDARD TOOLS TO PRODUCE ROUNDED EDGE CORNERS AND LINE SCORING. . 12 CONCRETE SHALL BE FINISHED TO TRUE, EVEN LINES ANO SURFACES AND LEFT FREE FROM DEFECTS. MAXIMUM VARIATION OF 118" OUT OF LINE OR LEVEL IN 10 FEET ONLY WILL BE PERMITTED. JOINTS AND EDGES SHALL SE STRAIGHT AND TRUE ANO FINISHED WITH JOINTING AND EDGING TOOLS. . A TROWEL ALL CONCRETE SURFACES UNTIL FREE FROM DEFECTS OR BLEMISHES, AFTER TESTING WITH A STRAIGHT EDGE ANO ELIMINATING HIGH AND LOW SPOTS. .B AFTER REMOVAL OF FORMS, THE DEPRESSION ALONG THE EDGE OF CONCRETE SHALL BE BACKFILLED WITH SOIL AND TAMPED TO PROPER COMPACTION AND GRADE. . C IF WEATHER CONDITIONS ARE SEVERE ENOUGH TO DRY OUT THE CONCRETE SURFACE, THE SURFACE SHALL BE KEPT MOIST AS DIRECTED WITH A FINE FOG SPRAY UNTIL FINISH TROWELING IS COMPLETED. .0 ALL FINISHED CONCRETE SHALL BE 8ARRICADED FOR THREE DAYS. BARRICADES SHALL SE; PLACED IMMEDIATELY AFTER FINISHING THE WORK. THE CONTRACTOR SHALL FURNISH, PLACE AND REMOVE ALL OF HIS OWN BARRICADES. MONOLITHIC SLAB FINISHES: .1 FLOAT FINISH: APPLY FLOAT FINISH TO MONOLITHIC SLAB SURFACES TO RECEIVE TROWEL FINISH AND OTHER FINISHES AS HEREINAFTER SPECIFIED, AND SLAB SURFACES WHICH ARE TO BE COVERED WITH MEMBRANE OR ELASTIC WATERPROOFING, AND AS OTHERWISE INDICATED. A. AFTER SCREENING, CONSOLIDATING, AND LEVELING CONCRETE SLABS, 00 NOT WORK SURFACE UNTIL READY FOR FLOATING. BEGIN FLOATING WHEN SURFACE WATER HAS DISAPPEARED OR WHEN CONCRETE HAS STIFFENED SUFFICIENTLY TO PERMIT OPERATION OF POWER-DRIVEN FLOATS, OR BOTH. CONSOLIDATED SURFACE WITH POWER• DRIVEN FLOATS, OR SY HAND-FLOATING IF AREA IS SMALL OR INACCESSIBLE TO POWER UNITS. CHECK AND LEVEL SURFACE PLAN TO A TOLERANCE NOT EXCEEDING 114" IN 10' WHEN TESTED WITH A 10' STRAIGHTEDGE. CUT DOWN HIGH SPOTS ANO FILL LOW SPOTS. UNIFORMLY SLOPE SURFACES TO DRAINS. IMMEDIATELY AFTER LEVELING, REFLOAT SURFACE TO A UNIFORM, SMOOTH, GRANULAR TEXTURE. .2 TROWEL FINISH: APPLY TROWEL FINISH TO MONOLITHIC SLA8 SURFACES TO BE EXPOSED-TO-VIEW, AND SLAB SURFACES TO 8 E COVERED WITH RESILIENT FLOORING, PAINT OR OTHER THIN FILM FINISH COATING SYSTEM. A. AFTER FLOATING, BEGIN FIRST TROWEL FINISH OPERATION USING A POWER-DRIVEN TROWEL. BEGIN FINAL TROWELING WHEN SURFACE PRODUCES A RINGING SOUND AS TROWEL IS MOVED OVER SURFACE. CONSOLIDATE CONCRETE SURFACE BY FINAL HAND-TROWELING OPERATION, FREE OF TROWEL MARKS, UNIFORM IN TEXTURE AND APPEARANCE, ANO WITH A SURFACE PLAN TOLERANCE NOT EXCEEaOING 118" IN 10' WHEN TESTED WITH A 10' STRAIGHTEDGE. GRIND SMOOTH SURFACE DEFECTS WHICH WOULD TELEGRAPH THROUGH APPLIED FLOOR COVERING SYSTEM. B. CONCRETE MOW CURBS ANO BANDING SHALL HAVE SMOOTH TROWEL FINISH, FLOAT AND TROWEL TO A PERFECTLY SMOOTH FINISH WITH AT LEAST TWO SEPARATE STEEL TROWEL OPERATIONS. , 3 APPLY NON-SLIP BROOM FINISH WHERE INDICATED . A. IMMEDIATELY AFTER TROWEL FINISHING, ROUGHEN CONCRETE SURFACE BY 8ROOMING WITH FIBER BRISTLE BROOM PERPENDICULAR TO MAIN TRAFFIC ROUTE. COORDINATE REQUIRED FINAL FINISH WITH ARCHITECT BEFORE APPLICATION. CURING: . 1 GENERAL: PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING ANO EXCESSIVE COLD OR HOT TEMPERATURES. A. START INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM CONCRETE SURFACE AFTER PLACING AND FINISHING. WEATHER PERMITTING, KEEP CONTINUOUSLY MOIST FOR NOT LESS THAN 7 DA VS. B. BEGIN FINAL CURING PROCEDURES IMMEDIATELY FOLLOWING INITIAL CURING ANO BEFORE CONCRETE HAS DRIED. CONTINUE FINAL CURING FOR AT LEAST 7 DAYS IN ACCORDANCE WITH ACI 301 PROCEDURES. AVOID RAPID DRYING AT END OF FINAL CURING PERIOD. .2 CURING METHODS: PERFORM CURING OF CONCRETE BY MOIST CURING, BY MOISTURE-RETAINING COVER CURING, BY CURING COMPOUND, AND BY COMBINATIONS THEREOF. . 3 DO NOT USE MEMBRANE CURING COMPOUNDS ON SURFACES WHICH ARE TO BE COVERED WITH COATING MATERIAL APPLIED DIRECTLY TO CONCRETE, LIQUID FLOOR HARDENER, WATERPROOFING, FLOORING, PAINTING, AND OTHER COATINGS AND FINISH MATERIALS, UNLESS OTHERWISE ACCEPTABLE TO ARCHITECT. 3. 6 PATCHING AND FINISHING; .1 ALL EXPOSED CONCRETE WHICH IS A80VE GROUND AND IS NOT FORMED AS SHOWN ON THE DRAWINGS, OR FOR ANY REASON IS OUT OF ALIGNMENT, OR IS NOT TRUE, OR IS NOT PLUMB OR LEVEL, OR IS NOT OTHERWISE IN TAUi:' AND CONTINUOUS FORM, SHALL BE CONSIDERED AS NOT CONFORMING WITH THE INTENT OF THE SPECIFICATIONS. THE MAXIMUM PERMISSIBLE DEVIATION FROM TRUE STRAIGHT SURFACES SHALL BE 118" IN 10'. THE CONTRACTOR IS CAUTIONED THAT ALL SURFACES NOT MEETING THE A80VE REQUIREMENTS SHALL BE MACHIN!: GROUND AND HONED TO COME WITHIN THE ABOVE TOLERANCE OR SHALL BE REMOVED ANO REPLACED AS DIRECTED AT THE DISCRETION OF THE ARCHITECT. . 2 THE CONTRACTOR SHALL REMOVE DEFECTIVE CONCRETE FROM THE JOB AT HIS EXPENSE OR IF PERMISSION IS GIVEN BY THE ARCHITECT, PATCH DEFECTIVE CONCRETE AT HIS OWN EXPENSE . . 3 AFTER THE FORMS HAVE BEEN REMOVED, ALL CONCRETE SURFACES SHALL BE INSPECTED AND ANY POUR JOINTS, VOIDS, STONE POCKETS OR OTHER DEFECTIVE AREAS PERMITTED BY THE ARCHITECT TO BE PATCHED, AND ALL TIE HOLES, SHALL BE PATCHED 8EFORE THE CONCRETE IS THOROUGHLY DRY. DEFECTIVE AREAS SHALL BE CHIPPED AWAY TO A DEPTH OF NOT LESS THAN ONE INCH WITH THE EDGES PERPENDICULAR TO THE SURFACE. THE AREA TO BE PATCHED AND A SPACE OF AT LEAST SIX INCHES WIDE ENTIRELY SURROUNDING IT SHALL SE WETTED TO PREVENT ABSORPTION OF WATER FROM THE PATCHING MORTAR. A GROUT OF EQUAL PARTS OF PORTLAND CEMEoNT AND SAND WITH SUFFICIENT WATER TO PRODUCE A 8RUSHING CONSISTENCY SHALL THEN 8 E WELL BRUSHED INTO THE SURFACE, FOLLOWED IMMEDIATELY BY THE PATCHING MORTAR. THE PATCH SHALL BE FINISHED IN SUCH MANNER AS TO MATCH THE ADJOINING SURFACE. 3. 7 FIELD QUALITY CONTROL: .1 COPIES IN DUPLICATE OF THE TEST REPORTS SHALL BE SUBMITTED TO THE ARCHITECT WITH ADDITIONAL COPIES TO ANY GOVERNING AUTHORITIES. 3. 8 CLEAN-UP: .1 REMOVE ALL EXCESS MATERIALS, EQUIPMENT AND ALL DEBRIS FROM THE SITE . PART 1 • GENERAL 1 .1 DESCRIPTION: SECTION 03345 !,,9NCRETE FINISH_,!!'(!,; .1 WORK INCLUDED: PROVIDE CURING FINISHES ON CAST-IN•PLACE CONCRETE AS CALLED FOR ON THE DRAWINGS, SPECIFIED HEREIN, ANO NEEDED FOR A COMPLETE AND PROPER INSTALLATION. . 2 RELATED WORK: A. DOCUMENTS AFFECTING WORK OF THIS SECTION BUT ARE NOT NECESSARILY LIMITED TO, CONDITIONS, SUPPLEMENTARY CONDITIONS, AND IN DIVISION 1 OF THESE SPECIFICATIONS . B. SECTION 03100: CONCRETE FORMWORK 1. 2 QUALITY ASSURANCE: INCLUDE, GENERAL SECTIONS . 1 USE ADEQUATE NUM8ERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREM!::NTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION. . 2 EXCEPT AS MAY BE MODIFIED HEREIN OR OTHl:RWISE DIRECTED BY THE ARCHITECT, COMPLY WITH ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." 1. 3 PRODUCT HANDLING: .1 COMPLY WITH PERTINENT PROVISIONS OF SEC TION 01600. -· '" Lands~upe A~chitecLure .. Planning La Joll0 Cent.re JI --•••---m• ·" ---••• --.,a,N DATE --· " _,, __ ... INITIAL '····--- ---~-- --·""" ., --·· 9265 Towne Coentre Dr-iv~. Suite 340 3H-n Diego, CA 92121-3002 ..•. •NGINEFR Of WORK REVIS[ON 6)~ 550.157.$ • F'ax 550 1580 PART 2 -PRODUCI,2 2.1 MATERIALS: .1 GENERAL: .2 ,3 .4 A. CAREFULLY STUDY THE DRAWINGS AND SPECIFICATIONS, ANO DETERMINE THE LOCATION, AND TYPE OF REQUIRED CONCRETE FINISHES. THESE EXTENT, B. AS REQUIRED FOR THE WORK, PROVIDE THE FOLLOWING MATERIALS, OR EQUALS APPROVED IN ADVANCE BY THE ARCHITECT. CONCRETE MATERIALS: COMPLY WITH PERTINENT PROVISIONS OF SECTION 03300, EXCEPT AS MAY BE MODIFIED HEREIN, CURING AND PROTECTION PAPER: A. "SISALKRAFT, ORANGE LABEL"; EQUAL PRODUCTS COMPLYING WITH ASTM C 171. B, WHERE CONCRETE WILL BE EXPOSED AND WILL BE SU8JECTED TO ABRASION, SUCH AS FLOOR SLABS, USE NON• STAINING PAPER SUCH AS "SISALKRAFT, SEEKURE 896", OR EQUAL PAPER FACED WITH POLYETHYLENE FILM. LIQUID CURING AGENTS: A. WHERE APPLICATION OF SPECIFIED FINISH MATERIALS WILL BE INHIBITED BY USE OF CURING AGENTS, CURE THE SURFACE BY WATER ONLY; DO NOT USE CHEMICAL CURE. USE ONLY WATER CURE OR CURING PAPER/BLANKETS ON SLABS TO RECEIVE INTERIOR SEALER/HARDENER . B. FOR CURING OTHER AREAS, USE A LIQUID MEMBRANE- FORMING COMPOUND PER ASTM C 309, TYPE 1D, CLASS B. . 5 SURFACE RETARDANT LIQUID COMPOUND: RUGASOL S, AS MANUFACTURED SY SIKA CORPORATION, BURKE CO, RETARDER, OR APPROVED EQUAL. . 6 INTERIOR CONCRETE FLOOR SEALER/HARDENER: BURKE CO., SAN MATEO, CA. "AGGREGATE WB" OR APPROVED EQUAL. APPLY AT MIN. 200 S.F./GAL. OVER SLABS WITH A WOOD FLOAT SURFACE. . 7 EXTERIOR INTEGRAL COLORED CONCRETE (2ND FLOOR BALCONY DECK) SEALER: SINAK CORP., SAN DIEGO, CA. P-105 SEALER. N 0 SUBSTITUTIONS. APPLY AT 175 S.F.IGAL. 2. 2 OTHER MATERIALS: .1 PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED SY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE ARCHITECT. PART 3 -EXEC.!JT!Q.1\1 3. 1 SURFACE CONDITIONS: . 1 EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY ANO PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. 3. 2 FINISHING OF FORMED SURFACES: .1 GENERAL A. AFTER REMOVAL OF FORMS, GIVE THE CONCRETE SURFACES ONE OR MORE OF THE FINISHE:S SPECIFIED BELOW WHERE SO INDICATED ON THE DRAWINGS. B. REVISE THE FINISHES AS NEEDED TO SECURE THE APPROVAL OF THE ARCHITECT . . 2 AS-CAST FINISH: A. SMOOTH FORM FINISH: 1. COORDINATE AS NECESSARY TO SECURE FORM CONSTRUCTION USING SMOOTH, HARD, UNIFORM SURFACES, WITH NUMBER OF SEAMS KEPT TO A PRACTICAL MINIMUM AND IN A UNIFORM ANO ORDERLY PATTERN. 2. PATCH TIE HOLES AND DEFECTS. 3. REMOVE FINS COMPLETELY, 3. 3 FINISHING SLABS: . 1 FINISHING TOLl:'RANCES: TRUE PLANE WITHIN 1/8" IN TEN FEET AS DETERMINED SY A TEN FOOT STRAIGHTEDGE PLACED ANYWHERE ON THE SLAB IN ANY DIRECTION. . 2 FLOATED FINISH: A. AFTER THE CONCRETE HAS BEEN PLACED, CONSOLIDATED, STRUCK OFF, AND LEVELED, DO NOT WORK THE CONCRETE FURTHER UNTIL READY FOR FLOATING. B. BEGIN FLOATING WHEN THE WATER SHEEN HAS DISAPPEARED AND WHEN THE SURFACE HAS STIFFENED SUFFICIENTLY TO PERMIT THE OPERATION_ C. DURING OR AFTER THE FIRST FLOATING, CHECK THE PLANENESS OF THE SURFACE WITH A TEN FOOT STRAIGHTEDGE APPLIED AT NOT LESS THAN TWO DIFFERENT ANGLES. I/ As APPROVED FOR PLANTING AND IRRIGATION ONLY, .. ,,, ... ,,. ~-.--,-,.··•-,-~• BU INCLUDING PRECISE Rl.A. .... EXP. LOCATION OF PLANTING RF'IIEWEO sv• ' . AREAS INSPECTOF 98-014 I L T II . -··· --·-· DATE .,.,. --·---~~ 04TE --••••~••••~ ••~• ~-••• ••m •·=-~··· -~-_ .. __ ~: CITY OF CARLSBAD ~ ; PL ANN I NG DEPARTMENT ' .. ,, ..... ,,.,_ --••.-·-••< ----CONSTRUC I ON SPECIFICATIONS f"OR: ···--·· -, ... RANCHO CARRILLO . -·-· --o, •• .. ·------,-·,· ~--..--·••,•-·-----, .. Vll,LAGE , G, ---.. --~·-····---. ., . , ..... J~~--.. ·--·---APP,JVfD4 £~. R-s-'i.£ ____ ,_ .. , ____ -·· .. t--·-.. ··-··- Vi$ I STAN ,PL'll'NN I NG DI RECTOR --·-·-· 0ATt . •,------,,···=•• " -~~--OWN BY: PROJECT NO. DRAWING NO. --······-·-DATE INITIAL DATE INITIAL CHKD 8 '( : O[SCRIPTllJN ,-········-·" CT 97-03 365-9L OIPER OPPRCVA' CI TY APPRCVAl RVWD BY: wo -.... .3 .4 D. E. CUT DOWN HIGH SPOTS AND FILL LOW SPOTS. REFLOAT THE SLAB IMMEDIATELY TO A UNIFORM SANDY TEXTURE. TROWELED FINISH: A. PROVIDE A FLOATED FINISH AS DESCRIBED ABOVE, FOLLOWED BY A POWER TROWELING AND THEN A HAND TROWELING. 1, PRODUCE AN INITIAL SURFACE WHICH IS RELATIVELY FREE FROM DEFECTS, BUT WHICH STILL MAY SHOW SOME TROWEL MARKS. 2. PROVIDE HAND TROWELING WHEN A RINGING SOUND IS PRODUCED AS THE TROWEL IS MOVED OVER THE SURFACE. 3. THOROUGHLY CONSOLIDATE THE SURFACE BY HAND TROWELING. B. PROVIDE A FINISHED SURFACE ESSENTIALLY FREE FROM TROWEL MARKS, UNIFORM IN TEXTURE AND APPEARANCE, AND IN A PLANE OF CLASS A TOLERANCE. C. ON SURFACES INTENDED TO SUPPORT FLOOR COVERINGS, USE GRINDING OR OTHER MEANS AS NECESSARY AND REMOVE ALL DEFECTS OF SUCH MAGNITUDE AS WOULD SHOW THROUGH THE FLOOR COVERING. D. CONCRETE MOW CURBS AND BANDING SHALL HAVE TROWEL FINISH. FLOAT AND TROWEL TO SEMI-SMOOTt-t FINISH WITH AT LEAST TWO SEPARATE STEEL TROWEL OPERATIONS. BROOM FINISH: A. PROVIDE A FLOATED FINISH AS DESCRIBED ABOVE. B. WHILE THE SURFACE IS STILL PLASTIC, PROVIDE A TEXTURED FINISH BY DRAWING A FIBER BRISTLE BROOM UNIFORMLY OVER THE SURFACE. C. UNLESS OTHERWISE DIRECTED BY THE ARCHITECT, PROVIDE THE TEXTURING IN ONE DIRECTION ONLY. D. PROVIDE "LIGHT," "MEDIUM," OR "COARSE" TEXTURING AS DIRECTED BY THE ARCHITECT OR OTHERWISE CALLED FOR ON THE DRAWINGS. CURING AND PROTECTION: . , .2 BEGINNING IMMEDIATELY AFTER PLACEMENT, PROTECT CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT AND COLD TEMPERATURES, MECHANICAL INJURY, AND DEFACEMENT. PRESERVATION OF MOISTURE: A. UNLESS OTHERWISE DIRECTED BY THE ARCHITECT, APPLY ONE OF THE FOLLOWING PROCEDURES TO CONCRETE NOT IN CONTACT WITH FORMS, IMMEDIATELY AFTER COMPLETION OF PLACEMENT AND FINISHING. 1. PONDING OR CONTINUOUS SPRINKLING; MIST SPRAY. 2. APPLICATION OF ABSORPTIVE MATS OR FABRIC KEPT CONTINUOUSLY WET; 3. APPLICATION OF SAND KEPT CONTINUOUSlY WET; 4. APPLICATION OF OTHER MOISTURE-RETAINING COVERING AS APPROVED BY THE ARCHITECT; 5. APPLICATION OF THE CURING AGENT SPECIFIED IN PART 2 OF THIS SECTION OR ELSEWI-IERE IN THE CONTRACT DOCUMENTS. B. WHERE FORMS ARE EXPOSED TO THE SUN, MINIMIZE MOISTURE LOSS BY KEEPING THE FORMS WET UNTIL THEY CAN BE REMOVED SAFELY. C. CURE CONCRETE BY PRESERVING MOISTURE AS SPECIFIED ABOVE FOR AT LEAST SEVEN DAYS . . 3 TEMPERATURE, WIND, ANO HUMIDITY: A. COLD WEATHER: 1. WHEN THE MEAN DAILY TEMPERATURE OUTDOORS IS LESS THAN 40 DEGREES F., MAINTAIN THE TEMPERATURE OF THE CONCRETE BETWEEN 5 O DEGREES F. AND 70 DEGREES F. FOR YHE REQUIRED CURING PERIOD. 2. WHEN NECESSARY, PROVIDE PROPER AND ADEQUATE HE'ATING SYSTEM CAPABLE OF MAINTAINING THE REQUIRED HEAT WITHOUT INJURY OUE YO CONCENTRATION OF HEAT. 3. DO NOT USE COMBUSTION HEATERS DURING THE FIRST 24 HOURS UNLESS PRECAUTIONS ARE YAKEN TO PREVENT EXPOSURE OF THE CONCRETE TO EXHAUST GASES WHICH CONTAIN CARBON DIOXIDE. B. HOT WEATHER: WHEN I-IECESSARV, PROVIDE WIND BREAKS, FOG SPRAYING, SHADING, SPRINKLING, PONDING, OR WET COVERING WITH A LIGHT COLORED MATERIAL, APPLYING AS QUICKlY AS CONCRETE HARDENING AND FINISHING OPERATtONS WILL ALLOW. C. RATE OF TEMPERATURE CHANGE: KEEP THE TEMPERATURE OF THE AIR IMMEDIATELY ADJACENT TO THE CONCRETE DURING AND IMMEDIATELY FOLLOWING THE CURING PERIOD AS UNIFORM AS POSSIBLE AND NOT EXCEEDING A CHANGE OF 5 DEGREES F. IN ANY ONE HOUR PERIOD, OR 50 DEGREES F IN ANY 24 HOUR PERIOD. .4 PROTECTION FROM MECHANICAL INJURY: A. DURING THE CURING PERIOD, PROTECT THE CONCRETE FROM DAMAGING MECHANICAL DISTURBANCES SUCH AS HEAVY SHOCK, LOAD STRESSES, AND EXCESSIVE VIBRATION. B. PROTECT FINISHED CONCRETE SURFACES FROM DAMAGE FROM CONSYRUCTION EQUIPMENT, MATERIALS, AND METHODS, BY APPLICATION OF CURING PROCEDURES, AND BY RAIN AND RUNNING WATER. C. DO NOT LOAD SELF-SUPPORTING STRUCTURES IN SUCH A WAY AS TO OVERSTRESS THE CONCRETE. 3. 5 APPLICATION OF FLOOR SLAB SEAi.ER/HARDENER: . 1 PREPARATION: .2 .3 A. ON AREAS WHERE FORMS ARE RECENTLY REMOVED, REMOVE ALL FORM OIL AND BREAKING COMPOUND RESIDUE T 0 ASSURE PENETRATION OF THE PRODUCT INTO THE SURFACE. B. SWEEP ALL AREAS TO BE TREATED, USING A FINE BRISTLE BROOM, OR HOSE OFF WITH WATER AND LET DAY TO REMOVE ALL SURFACE DUST AND DIRT. C. FREE THE SURFACE FROM ALL CONTAMINANTS WHICH WOULD INHIBIT PENETRATION OF THE PRODUCT INTO THE PORES OF THE MATERIAL TO BE TREATED. D. REMOVE All CURING, SEALING, AND COATING AGENTS BY USE OF CHEMICAL OR MECHANICAL MEANS AS NECESSARY, AND AS RECOMMENDED BY SEALER MANUFACTURER. E. IF ACID IS USED TO REMOVE SURFACE COATINGS, FLUSH THE SURFACE WITH WATER SUFFICIENTLY TO REMOVE ALL ACID AND ACID RESIDUE. F. WHEN APPLYING NEAR WINDOWS, MASK THE GLASS. G. AVOID CONTACT WITH PLANT LIFE, GLASS ALUMINUM, AND OTHER FINISHED SURFACES. WHERE CONTACT OCCURS, IMMEDIATELY WIPE WITH A DAMP CLOTH OR FLUSH WITH WATER. H. DO NOT APPLY SEALER UNTIL CONCRETE HAS CURED A MINIMUM OF 28 DAYS. APPLY IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS, AT PRESCRIBED RATE OF COVERAGE. PROTECT ALL SPRAYED AREAS FROM DEFACEMENT AND FOOT TRAFFIC UNTIL COMPLETELY CURED. EXP. DATE _.'.i.·'1-0I Landscape Archite<:'.ture • Planning L6. Jolla Cenl-re 11 9255 Towne Cen.tre Drive, Suite 340 So.n Diego, CA 92121-3002 619.560.\57'& • Fsi'l[ ~l>{U580 -·· ,. . . ~,-- . . '' ---··· DATE :NITIAL ·-REVISION ENGINEER OF WORK --··----·~ - . ,,,,,' ··- ·- ·- 0 0 0 0 0 © ' 0 G> 0 @ ------- -·"•'" ., •• " -< --~ .,. ••,o~ ·- oc:.sc;ci I PT I ON MATERIAL/FINISH SCHEDULE Slurry Co:it ii-><f" -mtcc-o 1:1'" 1.? ,~ Wall Cap 2" morlar cap w/ slurry coat 12" Concrete Banding 3/16"" score joints @l 2' -0" O.C. Color 10 be specified by Landscape Architect. Enhanced Paving w/12" Concrete Banding (Main Entry) "Bon1acron" Canyon Stone: pattern-stamped concrete Color lo be specified hy Landscape Architect Natural Concrete I .ight sane\ blasl finish Metal l<"ence Colm I<> be: Sherwin-Williams SW2 l l 9 "Umbrella Black" Pedestrian Gate Color lo be: Sherwin-Williams SW2 I l 9 "Umbrella Black" Vehicular Gate Color to be: She,win-Williams SW2119 'TJmbrella Black" Planter Bowl Type: S-3-XB-22-S-5-LSB-2" Centered .Mum1fiu:1Urer: Dura Art Stone Sup11lie1·: Du,·a Ari Stone 1-800-821-1120 Gate Operakr Box Tyf"" Larko Mark-]V swing gaie operator Mam!fi1C1urer: Larko Electronics Corp. l-800-356-2093 Trash Receptacle lype: TRC-25-33-RD lv!am(jc'1.c1urer.-Californi;1 Prccast Stone S11i.1;1/icr· Cail fornia Prccasl Stone (619) 443-3863 Picnic Table T)'f!C TS-72-36-PN Ma,rr!/oclurer: Californ1<l Prccast. Stone Supplier: California Precast Stone (619) 443-3863 p.oc¥ '1/ttJUp.. 1<re: "~~• A\l<IJL. 11l/'111.16iil -!'Cf' ~ t ~ (?"'-"l 7':i~-1 IIA- ~iAL JICCe.!6 ~X 1"'i1'!S ·. 1"1ot>!Sl-14-o,t W/ ~141i::¥-. l"•H·1"T"6r. ~1 t-1i'>HUfPC-·p ~ 1-'."JHtE;r WOO) e,z.4, -7 4"'1"!, 98-014 11 AS BU IL T 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, " ·-· INCLUDING PRECISE DATE Rl.A _ EXP-··--~- LOCATION OF PLANTING REVIEW'::C BY: AREAS ---INSPECTOR 04TE I squ I CITY OF CARLSBAD SHEETS --------~~-----31 PLANNING DEPARTMENT . . .. , . -CONS-RUCTION SPECIFICAflONS FOR: RANCHO CARRILLO VILLAGE I GI --~=" .--APPROVED ~qy .. _ U:11 ---,~~"- . ----"~ ASS l STANTLKA!il'I I YG O !RECTOR DA Tl OWN BY: I PROJ':CT NO. I DRAWING Nll DATE INITIAL DATE [NIT IAL CHKO BY: .. --.. -.. ~ CT97-03 365-9L OTHER AP~ROVAL C, TY APPROVAL R'IWO BY: # 8 (NEW).AT ROAD STATION 10.+se PASEO PRIOVADO HYDRAULIC GRADIENT ELEVATION AT P.O.C. STATIC PRESSURE 700 FT. 352 FT. 151 PSI DISCHARGE 5 6 MIN. MAX. 100 GPM 48 STATION CONTROLLER ::n:: (PERMANENT LANDSCAPE HOA) MODEL NUMBER HS16·SDX4i!ISIHSDX•03/HSRSE-DX 2!,.STATION CONTROLLER "VV" (PERMAN ENT LANDSCAPE HOA) MODEL NUMBER HS16·SDX24S/HSDX-03/HSRSE-DX AVAILABE FROM HYDROSCAPE PRODIUCTS INC. CONTACT: STEVE MCCLEAN 560-1600 I_RECLAiMEDMETER ON Z::..SERVICE LINE I..BACKFLOW PREVENTER DEVICE AND PRESSURE REGULATOR ON _;::..PLUMBING z::._MASTER VALV.E 1:112::..FLOW SENSOR. SET PRE$SURE AT 110 PSI. ., 13 2. t' cq I ,' '-" ' " 2" CAPPED MAINLINE FOR · '. •. '. .. IRRIGATION. ( -"'-'1tf'¥J . . , LOCATE EXTRA WIRE(S)7T'1'/T,N,! . AND COMMON IN VALVE BOX. 1· 7 .. I \ • TT3-:B. 1'' /D.5 .,--....V V !:, ffl ,, 7 17 1'' Jq,4 Tl)l I~ 1 40.?- TT,I l!5 1" 1q1 ~ 4~ r.8'-r 1" o/LV LOT 395 OPEN SPACE ~o ~t>-; ....... · ,,,, ~t'- ~ 1'' IJ.,4. . vva 7 11 ' 124 (07 1'14" 1 .. ?. • \ "!fti, G) ' ., ' • 1j_.@ )-(1) It 0 f ,Z.I' 1) ~ ~~, ' -<i) 7 -e ( 361.0 •) "°Gv N TE 7 :1f LOCATE MAINLINE OUT OF RIGHT OF WAY - . ·d)· t 2~ ~ .. ·• T:M2,.5 ~ 1" ?,,9.0 '71.'l 1'' 1.0"1 1· 1.1.2. 1· LOT 396 OPEN .SPACE '4' t &; • ,. ~~ __ ,tr ·,z' \0'r--..:..-2JI::_' --J....l ' 111 j(p~ ., ·-.. ', ...... ' ,,,. . ---1~) ~ f~ ,..;\-.:,\ Landscape Architecture • Planning La Jolla Centre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619 550-1575 • J:..1x 550-1580 .. s (407.J) . 20 0 40 80 120 ----- GRAPHIC SCALE I'= 40' lj. . .--~ / ,/,'3 y \ ·@f _.· '//' . ' _--..,,( ' /' > '\ I ,, . s4,. ; ' ' 4 ' ' -f! LT" w w u, 98-014 IRRIGATION PLAN FOR• t--t--t--------+--+-----1--~~' RANCHO CARRILLO RANCHO CARRILLO VILLAGE 'G' t---t---t--------------11--.J--.J---+-----1 ~AP~P~RO~V~ED~,~~~~~=~----';J-zf ASSISTANT~G DIRECTOR DATE t-;;D-;:;A T~E-t-;;:;INl~T ,:;-;AL+--------------+-::-D-:A T:::-E-+cc:INl""TI-AL-l-,,.DA'""T"'E -1--,-N,-TIA-lL ~D==-w==N ==s==y ,===~==P=R=OJ=E=CT=N=o.=:::::;;:::D:::::R=Aw=,N=G='N'=o::::. REVISION DESCRIPTION ~C:..::..J.c:.:C:.::.:=--1-.::.:;..:..::.....JL::.::.:.::::::.j CHKD BY: --CT 97-03. 3 L OTHER APPROVAL CITY APPROVAL RVWD BY: 65-9 ENGINEER Of WORK '·'"-'"'" 0 "· 0 ... "'MWD 94-505 P• \d_p.1n\oo 1oomc:,, r>tiY 21-.liPR-1998 11•◄◄ ~ o·•·.-:-. z t:i w :c UJ w ' ,') ,'f .t :/ ' ' I . : . r . , . ,· 4' ' . @) •(388.5) 8 ( 389.0 ) so' i V2.\ LOT 395 OPEN SPACE 31 82. 1" {1 ~ LOT 396 • PEN SPACE a>,; J . . . .. • . ! .. ,, .... --,,---, \ • • . 40 20 0 40 eo 120 --- GRAPHIC SCALE I'= 40' 6cp. ••tl•OI Landscape Architecture • Planning La Jolla Centre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619 550-1575 • Fax 550-1580 3" 1" 121:2 35 ~ '\, "-,, ' ' ·-. 31 ••• :,..,, ~.. . p .. 1 ~!I ®' ........... ~ ., .. . " ·"": "' , .. 5 . ., ....... ~ DATE INITIAL ENGINEER OF WORK ... ~• .·· ./ ~- /,.S.• Pl •It :r( ' • I~ 3,ft •. .,JI. : ' . .. . ~1,,, . . .. ' · .. · .. 'T".. : . ..1.,, -,..... • ' . ·•. . . . . :'?)- _.:"' ··~.," i ... ' .... "' " ... ' 1 'T. •·,, 9ip, 1· ~I t-1~ 1-ll.Jt'I f<. -, I f'l2PM Ct 1Pe, e • (388.3) ' ,,,-·.~ • 0 z lu w :c UJ w w UJ 98-014 (;1c'.'_A~ILT 11 '"'"i''<''', "''~' ,, -. p_ /A~ ;,-, w"'" $"·"·· ' ,.. ' 3·4·04 "' e,Ov NIA f{ L1 or' e, j\ 1'\ ' \ ·1 '/ APPROVED FOR PLANTING C, REVIEWED BY: AND IRRIGATION ONLY, L-~--~-/G·cl INCLUDING PRECISE LOCATION OF PLANTING INSPECTOR DATE AREAS. '1 ·, .,., __ J..n L!E] CITY OF CA,RLSBA .. D ~ . I PLANNING DEPARTMENT ' ' IRRIGATION PLAN FOR: RANCHO CARRILLO RANCHO CARRILLO VILLAGE 'G' APPROVED: ~ ~ fP,.r-z~ ASSISTANT P[ANNING DIRECTOR DAtE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKO BY: CT 97-03 365-9L REVISION DESCRIPTION RVWD BY: OTHER APPROVAL CITY APPROVAL I uJ " U"I I -0 r LOT 396 OPEN SPACE . I .·. i ' . · ... 3 ;$ . . . ·@. ( 388.3 ) ,. • . . . . . . . • ... ; ' . . . .l"l'l.,,,"'1./ ,,, .. ., .. i1l11 ; .. . ..... ·· .,' . ::: ~1 ~.. . .. ._,;-.,,.,. ---., , '\ .··~r .... - ' . ' ·. . • .. · .. $) ·~~.• tA~\t\\,,\"'~~---- 101.Jl () . . • I . 1' ./~·~.· .. ·.·.···.·.···•· .....•..•••. •.'· . ,/ ' ~,., . . . . ,, ~ ! . . ,., ' ,, . ,. :c:r . ' 3~\ ,J_~~~-,-:--.;..· &1. I ··•'·•· (!) 1 ·, . ' .:."-~ ,, -;,/-../,l1 . . , .,1,. ._7:.,· ... 1-,~. ·-."':Z:r· ~ ' • " d .J . . .. ~~....,....~-'-o\ . .. . , I 2" CAPPED MAINLINE FOR •. IARIGATION(.cv7tl¥} LOCATE EXTRA WIRE(S)'1Y1'1·f1lU AND COMMON IN VALVE eox. . . --·" 'OTE LOCATE MAINLINE OUT OF RIGHT OF WAY --·. ' LO'l', 395 OPEN SPACE , j I 40 FUTURE RANCHO CARRILLO VILLAGE 'F" PHAsr 4 • \ 20 O 40 120 ----- GRAPHIC SCALE I'= 40' t,,,., -~1-o I Landscape Architecture • Planning La Jolla Centre JI 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619 550-1575 •.Eax 550-1580 !,..,.·Dt nNA A$-Sl.llL-T DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION . f/ "~T" / ,,9' .. = \ 3-4 ·04 '. (_ APPROVED FOR PLANTING REVIEW~L AND IRRIGATION ONLY, ,:3-1G·Q1 -INCLUDING PRECISE 1-. ,, LOCATION OF PLANTING INSPECTOR DATE AREAS . ..,.~ lf? LrrJ CITY OF C.i\.RLSBA.D I s3\Ts I 2. PLANNING DEPARTMENT IRRIGATION PLAN FORt RANCHO CARRILLO RANCHO CARRILLO VILLAGE 'G' APPROVED: v-. ¼ (/ 7'C ~3-77 ASSISTANT ~NG DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: CT 97-03 365-9L p, \d_p,an\co ICOIYJl. p,.n 21"APFl-1998 11•'48 CMWD 94-505 20• 41'-Nff+,1..-Ufll.-IT'f At-4D AC.-c,¢-'lS J!,,o,~ 11 "'!'IT " '.¥~ ~ 2. ' '¾ '!, 0 1T 2. ,, 21,.0 2> • ENTRY AREA L or~ .39" SCALE: 1 "= 20' I "' ~ I I I I Z'' I I I 1T 1 1'' 2/3.'- IRRIGATION PLAN 0 10 20 40 GRAPHIC SCALE IN FEET Ir SHEET SIZE IS LESS THAN 24" X 36" IT IS A REDUCED PRINT. SCALE ACCORDINGLY. 80 'I,' I I ;z,.~ I Landiloape Architecture • Plannina: La Jolla Centre II 821§5 Towne Centre Drive, Suite 340 San Dlego, CA 92121-3002 619.550.1575 • Fax 1560.U580 ~ 1" 31.:2- TT I " 24,0 REC. LOT 395 SCALE: 1 "= 20' . ll·!>·TI ·~ fl\• I fa'_ -.J-1-1 -T />,Pf?,.'),. l~Mla-t (~ ~'f: 30 ~ N!:!:IA I fl.R.~ 1.-,6,;r'-t:>U:1 ·1 2. •4-04 -"'" "-5-"'U IL-r DATE I NIT I AL ENGINEER OF WORK REVISION DESCRIPTION \ \ . \ \ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ll•ll'?•"TV W? ~ '? IRRIGATION PLAN 98-014 1~AS /_~IL T '' O"/~ 3.4.c,,+ ( ) DATE RLA EXP, RE 'IEWED BY: L •2 .:3· /4·cl ---. I __.,,.-l .11.IJlla _ .... IN,PECTDR DATE ~ CITY OF CARLSBAD PLANNING DEPARTMENT \ ~·/ . ~ IRRIGATION PLANS FOR: RANCHO CARRILLO VILLAGE I GI APPROVED £--7(/(,! /,0 ~3-'lz ASSISTANT PLANNING DIRECTOR DATE DWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROV Al RVWO BY: CT97-03 365-9L CMWD 94-505 IRRIGATION LEGEND -RECLAIMED WATER .... ,•., '" '",·:. ~:.:.:.,. _:;,~: ,:, 'l'St • i:i6Z:. . ····•·• ·••RAD;, PR,. ~;l X_y w eo<T RAIN BIRD PA-8S SHRUB SPRAY WI HUNTER "HCV" ANTI-DRAIN VALVE 2.60 A 12' 30 12 2.01 1.30 0.65 RA INBIRD PA-8S SH RUB SPRAY WI HUNTER "HC::.V:.."."°'A.::.Nc..:T.:..l•.;;;.D:..,RA:.:l::.;Nc:Vc:.A:..::lc:.V.::E ________ t-_.._~f----'.C'-----j----"c=:.-+-'='-t----'3"'2"'2-f---"-'"--+---'-'=--+---t----'Acc...-l P4-1W r.,1ii;, \f!>.:,4-'6i6M L,./>1.:.\-l ;-"f 1.,,-7 17' 15 22SS 0.91 10' 10 1,7'? 1.18 059 70 7"1 ' '1/j -----Ci f1••ll-ll~JZl7 14<>4-~-~ t?>U~ \ o,:;, ---.;;...-:c----f!===:.:.-:.:,_-'---'-'-"-'-'--=--'-~=-=-...:..:..-=----------------1---t._..<.-+--t---+--'--+---+-----t---1-----J (ci) @. RAIN BIRO 1806 -SAM:..:S:::H.::R:..::U:.::B:..:S:..:P..:.R,::A'-'Y ___________________ +-...:..::-t---..:::c:..--if---=----t----'=._t---+--'=--j-==-+----t---=-B---j ?,o 12' 30 12 2.01 1.30 0.65 ~--00,tw,e,l, '--+R_:'INBIRD 1 B06 -SAM SHRUB .. S._PR ... A""-Y'--------------------+-"._+-_.,,__r=2-f-=-'---+---+-='----t-----"-'"'--+---f-~B._~ _::d AAINBIRD 1806 -SAM:::..:S:.:T.:..:R.::.IP_:S:::P..:.R,::A'-'Y--------------------+--'-'-=+-"."--+-=.::..:...t---+--·-+---+---t--'-"'-'---t-----'B._-1 17' 15 22SS 0.91 4'X30' 30 15SST - 1.18 0.59 -. 1.24 I---==--+RAIN BIRD 1806. SAM END STRI_P_S_P_RA_Y ___________________ t-----it--------t-.::.::..:...t---+--·-+---t---t-..;..c•c.c...--t--B_7 4'X15' 30 15EST - " --0.61 t----i,.,7,t:,,,4,t---j!:11JNTER PGP-ARV W/ FAC:!ORV INSTALLED NOZ.AND ANTI-DRAIN VALVE 38'-32' 30 7,4 0.32 • 2.60 1.20 f-----'--2--"-'l~+H~U~N~T_E __ R PGM-1 2-R w, FACTORY INSTALLED NO,Z,.1;,!'1,.:cD.cA,cN'._'-T,cl·D,:cRceAo.:l'..'-N.aV.::Ac:L.,_VE,c__ ______ _,__,2,,,scc· ·2,:,0:.." .L...:3'.:'.0_L_03c,,,2e,_, ,,____,_,c0,-'-44:,__.1.__;·c.__L----'1-'.!. 7_:;_0.....;c_..:_0,c:8,::.5 ---1---t----"""----l Ce NELSON #7645 QUICK COUPLER· 1" ACM,E THREAD)· INSTALL WHERE SJ:Kl=W.:.,N.,_I {,cA,,_P_,_P.:.,R::::O_:::X-:.,_1c::5:cO'_,O:c,,,cC:1.,,', ------------------------+--~t,::---j 6,-;,,1'!.l",jl==-g,!~.A~INBIRD "PESB' -Pf!S-B PRESSURE REGULATING REMOTE CONTROL VALVE I- t-----,=-----t-----------------------------------------------------------i---~ .__~(-.M/;,._._._.G~•R~IS_W_O_LD_20_!g~ASTER VALVE LQ!'J_E FOR EACH C,9·:.,N"-T,_,R::::O=cLle,Ec,R,i.) _____________________________________ +--'-L._7 CONTROLLER SIZE C'.""'!11 RAINMASTER "EVOLUTION STAND _!l,LONE CONTRO,LLER W/ FLOW METER CAPl)_E!ILITV HS16-SDX ( ) SI HSOX,03/HSRSE DX WITH Rll,INGUARO AUTO SHUT-OFF DEVICE ,....., _ _,.(f-')'-----1--'-F"'LO ... W.._METER Sl;IALL BE DATA IND(!STRIAL 250B (BRASS) 400 PSI MODEL. {5 YEAR WARANTEE ON CONTROLLER REQUIRED FROM HVDROSCAPE >-----PRODUCT INC., -SE~ __ S,l'ECIFICATIONS) _ BRPl FEBCO 825Y REDUCED PRESSURE BACKFLOW PREVENTER W/ WILKINS 500 HRYSBR REGULATOR & "-WYE" STRAINER SPRING RANGE 75-125 PSI - SET PRESSURE NOTED ON DRAWINGS j El ELECTRICAL PEDESTAL-BY OTHERS ,.....~~--+- CLASS 200 PVC LATERAL LINE (MIN.12" COVER) "PACIFIC CAL"", ""WATER WARN"" OR EQUAL NON-POTABLE PIPE T•O,• •C T 1----------f'-p-'v-"-c-"M"-A""IN_,.,~l.~!c (MIN. 18" COVER) SCf1!c,IJULE 40 PVC FOR 1-112·· DIAMETER ANO SMALLER AND CLASS 315 FOR 2" DIAMETER AND LARGER FOR 3". 6"" IN DIAMETER ~IPE (MIN. 24" COVER) "'PACIFIC CAL", "'WATER WARN"' OR EQUALPRESSURE PIPE ----:, -~ PVC SLEEVE~_L2 TIMES DIAMETER OF THE PIPE ENCLOSED\-"PACIFIC CAL", WATER WARN" OR EQUAL PIPE H q&W20 M N ~-~ ............ FOR SLEEVING INSTAL;:;;L.c:A:::S'-'.F__,O:.,L;:;;LO=W..:.'-------------------------------------------j---j 1------+--Y.NDEH VEHICLE PAVING, USE SCH. 80 SLEEVES W/36" COVER FOR MAINS, LATERAl.S, & wm,,I'-CNC:G'--------------------------i----, 1-------+-----"'UN"-D"-E=R~PE=D~E~S~TR,I1)!'1 PAVING, USE SCH. 40 SLEEVES W/18" COVER FOR MAINS, LATERALS, & WIRING UNDER PEDESTRIAN PAVING, USE SCH. 40 SLEEVES W/ 12" COVER FOR LATERALS CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENT SHALL BE INSTALLED IN SEPARATE SCHEDULE 80 PVC SLEEVE STATION NUM::.:Bc,E:.:_Rc__ _________________________________________________ -+---1 \1-----------------------------------j-----j GPM ~-_'{tllVE~lt~E_:_-~A~UT.:.,O:'.'.M::::A:,_T,.clC"-'-V'°A.,,_LV,.,E=--... _____________________________________________ ___,c-----; IRRIGATION LEGEND (PRIVATE) HOMEOWNER POTABLE WATER :yJ;yrA~oi:· W<v rl. ..,,..-\/ •, RAINBIRD PA-BS SHRUB SPRAY WI HUNTER "HCV" ANTI-DRAIN VALVE lo /&it RAINBIRD 1806 SAM SHRUB SPRAY 0 Q RAINBIRD 1806 SAM STREAM SPRAY (:j\ (2) (1) HUNTER PGM-00-R WI FACTORY INSTALLED NOZ, AND ANTI-DRAIN VALVE 1 I\ 4 \ HUNTER PGP-ARV WI FACTORY INSTALLED NOZ.AND ANTI-DRAIN VALVE I 2 I 1 I HUNTER PGM-12-R WI FACTORY INSTALLED NOZ. ANO ANTI-DRAIN VALVE CHAMPION 200 SERIE$ MANUAL VALVE WI 262 ATMOSPHERIC VACUUM BREAKER 20' 12' 20' 28'-20' 38'-32' 28"-20' WILKINS S00HR SERIES PRESSURE REGULATOR SPRING RANGE 75-125 PSI FACTORY SET@75 PSI POTABLE WATER METER BY OWNER BALL VALVE -KING BROS. LO -TORO. MODEL (2" SIZE AND SMALLER] CAPPED MAH'ILINE -FUTURE RESIDENCE HOOK-UP CLASS 200 PVC LATERAL LINE (MIN.12'" COVER) l'OTABLE ---PVC MAINLINE !MIN.18"" COVER) SCHEDULE 40 PVC FOR 1-1/2"" DIAMETER VALVE SIZE -MANUAL 30 nss 30 12 30 22$S 30 3,2,1 30 7,4 30 0.91 3.22 1.61 0.81 A 2.01 1.30 0.65 B 0.90 1.61 0.81 B 0.44 2.50 1.70 0.85 C 0.32 2.60 1.20 ;: 0.44 1.70 0.85 E:- ~ F :r T 11 M ~ 1,JNUSCAp~, it2~~~ \-fl \/J/7.,,/h~ 'I/ I J)-:J,.._ vat• /4 '-. 4/r or c~\. ,,<§>.~ EXP. DATE ,-sl-ol ,. IRRIGATION NOTES WATER SOURCE 1 . 2. 2. 3. STATIC PRESSURES AT RECLAIMED WATER CONNECTIONS ARE CALCULATED WITH A FUTURE PERMANENT 700 FT. HYDRAULIC GRADIENT. HOWEVER, THE RECLAIMED DELIVERY LINES WILL CONNECTED TO A POTABLE SOURCE WITH HYDRAULIC GRADIENT OF 700 FT. AS CALCULATED. PRESENT AND FUTURE STATIC PRESSURES WILL RANGE FROM 87 PSI TO 197 PSI. THIS WATER PRESSURE INFORMATION WAS OBTAINED FROM THE CARLSBAD MUNICIPAL WATER DISTRICT 1996. CALCULATED PRESSURE FOR EACH POINT OF CONNECTIONS ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL VERIFY WATER PRESSURE BY DIRECT MEASUREMENT IN THE FIELD. IF EXISTING PRESSURE IS NOT AS STATED ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE OWNERS' REPRESENTATIVE BEFORE BEGINNING INSTALI.ATION. IRRIGATION SYSTEM IS DIAGRAMMATIC AND SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. IF CHANGES ARE NOTED IN THE FIELD THE CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF IRRIGATION EQUIPMENT, CHANGES MADE IN THE FIELD MUST HAVE WRITTEN APPROVAL FROM THE OWNER FOR ADDITIONAL CHARGES TO THE JOB. CONTRACTOR SHALL INSTALL THE FOLLOWING UNLESS OTHERWISE NOTED ON THE PLANS. A ALL LATERAL END RUNS ARE TO BE 3/4" 8. ALL LATERAL (NON-PRESSURE LINES CONNECTED DIRECTLY DOWNSTREAM OF THE REMOTE CONTROL VALVE) SHALL BE ONE SIZE LARGER THAN THE REMOTE CONTROL VALVE. C. MAINLINE END RUNS ARE TO 2" CONTRACTOR SHALL INSTALL 6" POP-UP HEADS ALONG FUTURE WALKS AND CURBS TYPICALLY NO SHRUB HEADS ON RISER WILL BE ACCEPTED ADJACENT TO FUTURE WALKS AND CURBS -SEE PLAN . POP-UP HEADS SHALL BE USED WITHIN 10" OF ANY PEDESTRIAN USE. CONTRACTOR SHALL VERIFY LOCATION OF WATER AND ELECTRICAL POINT OF CONNECTION WITH OWNER. CONTRACTOR SHALL PULL NECESSARY PERMIT FOR WATER. ELECTRICAL, AND TELEPHONE -VERIFY WITH OWNER. SYSTEMS ON T.HIS PROJECT ARE CONTROLLED BY COMPUTER IRRIGATION CONTROLLERS CAPABLE OF TELEPHONE COMMUNICATION, FLOW SENSING AND SOME HYDRAULIC OR ELECTRICAL DIAGNOSTICS. CONTROLLER LOCATION ARE SHOWN DIAGRAMITICALLY. FINAL LOCATION TO BEE APPROVED BY THE OWNERS REPRESENTATIVE. 4. AL PIPE AND WIRE RUNS INSTALLED UNDER STREET PAVING SHALL SE SLEEVED. SLEEVES SHALL BE SCH .. 80 PVC. ALL SLEEVES SHALL BE TWO TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE BE SLEEVED (2" MINIMUM) OR SIZED NOTED ON DRAWINGS. CONTRACTOR SHALL COORDINATE LAYING OF PIPE. SLEEVES, AND WIRES TO ENSURE THAT HE HAS ADEQUATE MEANS OF CONNECTION -SEE PLAN 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITIES FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 6 THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLERS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS ROADWAY AND /OR BUILDING AS MUCH AS POSSIBLE. . 7 CONTRACTOR SHALL INSTALL "RAINGUARD'" AUTOMATIC SHUTOFF FOR IRRIGATION CONTROLLER; MANUFACTURED BY WATER CONSERVATION SYSTEMS INC. INSTALL PER MANUFACTURERS RcCOMMENDATION 8. INSTALLATION OF BACKFLOW PREVENTER (REDUCED PRESSURE BACKFLOW PREVENTER) SHALL BE PER STANDARD DWG. NO. DETAIL ~ DATED AUGUST 1993, C.M.W.D. SEE PLAN IF THE BACKFLOW ASSEMBLY IS TO BE INSTALLED ON A SLOPE WITH A HORIZONTAL TO VERTICAL RATIO OR 4:1 OR GREATER, A TWO FOOT (2') HIGH RETAINING WALL MUST BE BUILT SURROUNDING THE ASSEMBLY ON THREE SIDES WITH THE OPENING ON THE DOWN SIDE OF THE SLOPE. THERE MUST BE A MINIMUM TWO FOOT (2") HORIZONTAL CLEARANCE BETWEEN THE RETAINING WALL AND THE BACKFLOW ASSEMBLY ASSEMBLY MUST BE LOCATED IN AN AREA NOT SUBJECT TO FLOODING. ONLY REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLIES WHICH HAVE BEEN APPROVED BY THE STATE OF CALIFORNIA DEPARTMENT OF HEAL TH SERVICES AND CARLSBERG MUNICIPAL WATER DISTRICT WILL BE USED ON THE WATER DISTRICT SERVICE WITHIN THE SERVICE AREAS OF THE CARLSBAD WATER DISTRICT MUNICIPAL WATER DISTRICT. 9. IN CASE OF WIRE FAILURic, THE CONTRACTOR SHALL INSTALL TWO SPARE CONTROL WIRES FROM THE CONTROLLER TO TI-IE FARTHEST VALVE ON EACH LEG OF THE MAINLINE THESE WIRES SHALL PASS THROUGH ALL VALVE BOXE;S ALONG THE MAINLINE ROUTE. THESE WIRES SHALL BE A DIFFERENT COLOR FROM THE OTHER CONTROL WIRES AND BE LABELED AS SPARE AT CONTROLLER CABINET, IN THE VALVE BOX OF THE FARTHEST VALVE AND OTHER VALVE BOX 10. USE OF RECLAIMED WATER REQUIRES THAT ALL PIPE, SLEEVES. SPRINKLER HEADS, REMOTE CONTROL VALVES. QUICK COUPLER VALVES AND VALVE BOXES BE IDENTIFIED AS CONTAINING RECLAIMED WATER. ALL INSTALLATIONS SHAU. BE ACCORDING TO CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS, OCTOBER 1993 LOCAL CODES AND STANDARDS ALL PIPE FOR THE INSTALLATION OF SYSTEMS USING RECLAIMED WATER SHALL BE COLORED CODED PURPLE. 98 014 - 11 AS BUILT 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP. LOCATION OF PLANTING REVIEWF:D BY: AREAS !NSPECTDR DATE ~ CITY OF CARLSBAD ~ PLANN[NG DEPARTMENT \ 4 rRRIGATlDN LEGEND & NOTES FOR: RANCHO CARRILLO VILLAGE 'G' APPROVED ~~ $'-3-?'? ASS[STANT PLANN[NG O[RECTOR DAT --,._ Lonrhlct1~ Ar-~htt-,~ture • PJo..nnlna l,s Jc;tll~ Centre II 0255 Towne Centre-Drive, Suitfl 940 San Diegi;,, CA 92l2l-3D02 6(g_550_16"lb • Fe.x 560.1580 DATE [NIHAL REVISION DESCRIPTION ENCJNEER OF WORK DATE [N!T[AL DATE ~-,.•-··~~-~ OTHER APPROVAL CITY OWN BY: PROJECT NO. DRAWING NO, JNIT[AL CHKD BY: CT 97-03 365-9L APPROVAL RVWD BY: CMWD 94-505 • V.I.T. PRODUCT 92D SOUTH ANDREASEN DRIVC:, 0 106 ESCONDIDO, CM .. IFORNIA SHRUB HEAD (619) 480-6709 ----------------ANT I -DR Al N VAL VE OR _,, ~C_H=EC~K_V_AL~V=E __ _ ------------------ .------- ------------------ I r Q. w c; w O.c, o::~ i8 "'~ w rW :3 ~ --------,=:..__....J<__,--------::!'',----i""'"'. -...... __ _ ------ PVC SCH. 80 RISER (LENGTH AS REQUIRED) _.-.. ··-·-······- STAINLESS STELL V.I T. SPRINKLER TIE W/ PROTECTIVE VINYL TUBING (2 EA.l REQUIRED. FINISH GRADE ------ 2-MARLEX 90 STREET ELL PVC LATERAL PIPE -· " _____ , --------~--__ PVC SCH 40 TEE OR ELL SIDEWALK OR CURB--~ NOTE: SPRINKLER H~ADS WITHOUI FACTORY lNSTALLEO ANT!-ORA)N VAL V[ SHALL lNt:llRPORAff AN EX-ERN~L FLOW SHUT-OFF VALVE AS A PARl Cf THE SPRINKLER ASSEM81 Y. SCHEDULE 80 PVC--~ NIPPLE LENGTH AS REQUIRED (13" MIN.) PVC TEE -7 I FINISH GRADE i--13" POP-UP SPRAY HEAD W / FACTORY INSTALLED CHECK VALVE SCHEDULE 40 PVC THREADED 90 ELL ,---PVC LATERAL LINE 'h" RE-BAR GEAR DRIVEN SHRUB ROTOR\ CHECK VALVE OR COUPLER USE FACTORY INSTALLED CHECK VALVE IN HEAD IF AVAILABLE-~ 2-MARLEX 90° STREET ELLS-~ SCH. 40 PVC TEE OR ELL-~ GRADE7 I I I 12" _,,,--------TWO STAINLESS STEEL / HOSE CLAMPS WI PROTECTIVE VINYL TUBING ~WALK/CURB / BOTTOM OF SLOPE I " ' I> • Jl. .•. NOTE: ALL LATERAL LINES AND FITTINGS SHALL BE 'ALERT LINE' OR EQUAL ------__........--- -------------------- ~ --------- BUBBLER HEAD ANTI-DRAIN VAL VE OR CHECK VALVE PVC SCH. 80 RISER (LENGTH AS REQUIRED) PLANTER BOWL FLEX RISER vyc_ .'.":::() I, W t-,1 If ~L f CONCRETE PAVING PVC SCH 40 TEE OR ELL -------------- 4" DIA. HOLE IN PLANTER BOWL 4" DIA. HOLE IN CONC. PAD g:--/-/ ____ ___ LATERAL PIPE DEPTH SEE LEGEND A 1--------® SHRUB HEAD ON RISER N O SCALE B ------@ 6 11 POP-UP NO SCALE C ,----------© GEAR DRIVEN ROTOR NO SCAL.E □~-----® BUBBLER HEAD IN BOWL NO SCALE E FINISH GRADE 3-MARLEX 90°~- S WING JO INT \ ----=--::::-.::- SCH.40 \ PVC FITTING -~ \ \ -12' POP-UP SPRAY HEAD W/ FACTORY INSTALLED CHECK VALVE -¾" INLET (TYP.I ······ -SCHEDULE 80 PVC NIPPLE LENGTH AS RED. \ '---NON-PRESSURE LATERAL SEE LEGEND FOR DEPTH ANO TYPE OF PIPE POP-UP GEAR DRIVEN HEAD ON SLOPE NO SCALE 6-::i-S6 SCH. 80 PVC NIPP.ll; SCH. BO PVC UNION RND. VAL VE BOX WITH PURPLE .. COYER _ ADJ. PRESSURE REGULATOR FINISH GRADE FACT ORY UNION SCH. 80 PVC NIPPLE _____ ,,,_.,,,,, ___ ,, __ , .... _,, __ ,~ -~··· """ 4XB BRICK (1 OF 4) "·· __ 2.,_C 1JBIC FEET OF 3/," WASHED GRAVEL F ------® PRESSURE REGULATOR NO SCALE BRASS NIPPLES NOTE: CONTRACTOR SHALL INST ALL HOSE BIB SIDE OF WYE STRAINER TO THE SIDE. DETAIL DIAGRAMMATIC JUMBO THERMOPLASTIC BOX / -ioy;,,-x 141;;~-x 12 ; --- <USE EX TENSIONS AS REQUIRED I __ PPl;$$UR!c: RE.Q_IJ_LATOR_ "WYE" STRAINER -~---·---· FINISH GRADE BRASS UNION SCH. 40 PVC FEMALE ADAPTOR 4XB BRICK (1 OF 4l I ··-···--·· -------- I CUBIC F T OF ¾" WASHED GRAVEL G PRESSURE REGULATOR & "WYE 11 STRAINER NO SCALE APPROVED FOR PLANTING AND TRRTGATTON ONLY, IKCLUDING PRECISE -\.A LOCATION OF PLANTING ... ~ Land.scape Architecture • Planning I La Jolla Centre I! 9255 TowDe Centre Ortve. Suite 340 AREAS .. -' 'W \ Son Diego, CA 92121-3002 -619.550.1575 • Fax 550.1580 ___ ,,,, ____ ··---. -·--···-·--· , ...... -------~-~-----r-s~~Tl --· 98 -01 ° II AS BU I LT II DATE RLA EXP. REVIEWED 8Y: INSPECTOR DATE · ·c1TY .. oF-CARLSBA~ LHLl PL ANN I NG OEPARTM[Nl 3•1 ---.---,, -----····---·-··-.. ·--·--·-· ---.. ___ ,,,, __ . ., ____ ,,, __ .. ______ ,,_ IRRIGATION DETA,LS "OR: -·-·----'" -... ----~------·------. ... -____ ,_ -. •"·~-----' -• . _______ ,_ ·-·----••---"'""'''---" -RANCHO CARRILLO VILLAGE 'G' / APPROVED £:{Jft f,3-:~7 ASSISTANT ~LANNING O!Rf"CTOR DAT .. ----. ... ._ .... ·-. ... ... .. . ·-·-. , ... --------•-•.,.,. .,•,•~ ····---··-· -·· ···---·---"·-··· - I ---] ... .,-~ -·····---.,. f-.... ~ --------f--. ·-·-----f-, , .. ,,, _____ __ ,,,_ ______ ,, __ ..... ·-·-····--····· .. JWN BY: __,,_,_,_ .. -· PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DA ff INIT:Al. . f/E.V!SICN DLSCH: ;, Tl CJN ... -'··~ _, ___ , ... _, --··---• _,. -_, ...... ___ ~•-CHKO BY: CT 97-03 365-9L ENG !NEER OF WORK CHIER APPROVAL CITY APPROVAL RVWD By : ---·------·--- CMWD 94-505 (. ... . z - 0:, 0 0 0 0 0 0 0 0 0 "RA I NG\JARD" WEATHERPROOF, LOCKABLE STAINLESS STEEL CONTROLLER ENCLOSURE -~~-~ AUTOMATIC CO~TROLLER SE_E PLANS & LEGEND FOR MANUFACT. MODEL# AND SIZE. --._____ ON-OFF POWER SWITCH FDR CONTROLLER ___ 110V GROUNDED OUTLET n--------T_E_RM_J~N---'-AL STRIPS FINISH GRADE MOUNTING FLANGE W/BOLTS TO BE SET IN CONC. PAD W/ MIN, THICKNESS 5" ~-._____ LOW VOLT AGE CONTROL WI RES l N 3" DIA, PVC SCH. 40 PVC SWEEP ELL 1" PVC SCH 40 CONDUIT, SWEEP ELL & FITTINGS TO POWER SUPPLY 1,{ DIA. X 54" COPPER GROUNDING ROO, CONNECT TO 110V OUTLET W/ #14 COPPER DIRECT BURIAL WIRE EDGE OF FIXED IMPROVEMENT 12" MIN , 2" SHRUB BE□-­ ½" LAWN ~-.--~-------~,< -' . ---·;:-------.;:------ 11 '\ '\ II ' II II 6" ~- FOR BALL VALVES 2-1/2" & LARGER USE RECTANGULAR THERMOPLASTIC VAL VE BOX VAL VE BOX WITH PURPLE LID FINISH GRADE/TOP OF MULCH BALL VAL VE W / UNION PVC PIPE EXTEN_ SIZE AS REQUIRED TYPICAL PVC SCH 80 NIPPLE-6" PVC SCH 40 COUPLING PVC MAINLINE PIPE r----- MINIMUM 2 CU. FT. OF 3/." WASHED GRAVEL PVC PRESSURE PIPE TO VALVES --' PVC SCH 80 MALE ADAPTOR ~PVC SCH 80 UNION VAL VE BOX WITH PURPLE COVER BALL VAL VE FINISH GRADE/TOP OF MULCH ' ,_ PVC SCH 80 NIPPLE (CL OSEJ PVC SCH 40 ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 3" MINIMUM DEPTH OF %' WASHED GRAVEL BRICK (1 OF 4 l PVC MAINLINE PIPE ---------------· H ,---------® CONTROLLER NO SCALE CD_B_A_L_L_V_A_L_V_E_AN_D_U_N_IO_N ______ _ NO SCALE J -----0 BALL VALVE NO SCALE a11s196 NOTE, QUICK COUPLING VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER. 2" IN GROUNOCOVER OR SHRUB AREAS C>'. 0 :r: LL f- 0.. ow Zo w Ow wz _J ::J wZ w< (/) ::;; 12"-18" FROM EDGE OF ·cuRBS, WALKS, ETC. t t-~------~□UICK COUPLER VALVE RED BRASS RISER --___ ______,.----- RED BRASS CQ1JPLING RED BRASS NIPPLE 4" LONG . _._ •• ~_R_E_O .E.lRASS 90 El.._BOW i-1,i.,'->-'•-r•~-- • ,· ;. • & ; •• :. 11 I_LU ·;;'i-,::·.);_?;:~\'~:t::;;,~.:c-1;---~:.1~.X~6,=,;J.P~9N1S8~CRE__lL j=rrcl lffi ® QUICK COUPLING VAL VE K -----NO SCALE SLEEVE CHART FOR IRRIGATION PIPE PIPE SCHEDULE 40 PVC CONTROLLER SLEEVE SIZE WIRES ¾" 2" 1-18 AND WIRES 30-INCH LINEAR LENGTH OF: WIRE. COILED WATER PROOF CONNECTION (1 OF__12_ /~TAG ~BOX WITH PURP1E COVER 'll,--~L__---;7"'--;o/4----<;m _.--~F~INl?H GRADE/TOP. OF MULCH REMOTE CONTROL VALVE PVC LATERAL PIPE ,,--~PVC SCH BO NIPPLE (CLOSE) PVC S9H 40 ELL PVC SCH BO NIPPLE (LENGTH AS REQUIRED) BRICK ( 1 OF 4l_ SCH. BO NIPPLE (2-INCH LENGT!j,__ HIDDEN) AND SCH 40 ELL PVC MAINLINE PIPE PV -._~PVC SCH BO UNION SCH.BO PVC MALE ADAPTOR 3" MINIMUM DEPTH OF_ i" WASHED GRAVEL L f--------(0 REMOTE CONTROL VALVE NO SCALE SCHEDULE 40 PVC '-~ ~~, ~j(I SLEEVE SIZE 2" 1 " 2" 19-24 2-1/2" BENDS CROSS TEE 1-1/i" 2-½" 25·36 3" 1-½" 3" 37·48 4" 2" 4" 49-72 6" 2-½" 6" 3'" 6" 4" 6" NOTE: SLEEVE CHART IS FOR THE CONVENIENCE TO THE CONTRACTOR. CONTRACTOR SHALL PROVIDE ADEQUATE PIPE SLEEVE SIZE TO ACCOMMODATE THE INSTALLATION _,, OF THE IRRIGATION PIPE AND WIRES ~IZE ~(I 111:illll'I 15 !IE~S 22-11~ -~ ,m -r;;:!1055E5 . A B ___ a ' 8 A A 8 C D A B SM" 5" " B" 4" .. 2" , .. 6" ... 8" T4' . .. ... ~-8" 10 ... , .. '" ... . .. ... \O' .?P . .. 8" --,. 12 12 , .. ,o 5" , .. , .. 1' 12" 27 , .. 10 10 16' 14 10' '2 , .. 10_ ,, ,,. " 34' ,, ' 12 ---2£. 20" 16 12" 14 ... 1 1 " 15" 16 41' 14 14 N SLEEVE CHART FOR IRRIGATION PIPE & WIRES NO SCALE @THRUST 0 NO SCALE BLOCKS M 2'-0" TOP OF PERM. FINISH GRADE WHEN SHOWN AT TOP ON PLAN. PERM. FINISH GRADE TEMPORARY BERM --~-~-~- SPRINKLER HEAD PERPENDICULAR TO SLOPE <TYPICAL) ---- MAINLINE PIPE AT TOP OR MIDDLE OF SLOPE AS SHOWN ON PLANS FINISH GRADE LATERAL AND NO SCALE I LATERAL PIPE \ 11 \ MAINLINE PIPE \ \ --------.._ \I --._______ SEE LEGEND FOR DEPTH OF \\ -----.. _______ _LATERAL AND MAINLINE PIPE__j 1 I ~ ~~ ~~- ~_MIN. 6" PIPE CLEARANCE -------........... __ -------.. --------------_BACKFILL SEE SPECIFICATIONS MAINLINE PIPE LOCATION ,.-~ I\. Landscape Arch\toclure • Planning La Jolla Centre II I 9255 Towne Centre Drive. Suite 340 111.. _...i San Diego, CA 92121-3002 -'W \ 619.550.1575 • F._x 550.1580 " - --.. 3/7 /96 --• DATE INITIAL EXP. OAT[ >->1-q -REVJSION DESCR!PTJJN ENGINEER OF WORK 6-6-96 98 -01 4 11 AS B lJ IL T 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP- LOCATION OF PLANTING REV!EWED BY; AREAS INSPECTOR DATE . l 5 /~T I ~ CITY OF CARLSBAD " PL ANN H,G DEPARTMENT I --... IRRIGATION DETAILS FOR: --·-·~ RANCHO CARRILLO -- ---VILLAGE 'G' --· APPROVED ~ f,3,_7~ -- ASS!STAN~NG DIRECTOR DAT? OWN BY: IL£LECT NO. DRAWING NO. DHE , INITIAL DATE INITIAL --····-CHKD BY:_ 365-9L OTHER APPROVAL Cl!Y APPROVAL RVWD BY: C.T. 97-03 ~ ~ ., __ (-i CMWD 94-505 ....._ NOTES: 1. THERE SHALL BE NO FITTINGS OR CONNECTIONS TO OTHER FACILITIES BETWEEN THE METER AND THE BACKFLOW ASSEMBLY. 2. BACKFLOW PREVENTER MAY NOT BE INSTALLED IN THE PUBLJC RIGHT-OF-WAY 4. CONSTRUCT 2' HIGH RETAINING WALL ON THREE SIDES OFBACKFLOW PREVENTER WHEN INSTALLED ON 4:1 OR GREATER SLOPE OPEN END SHALL BE AT DOWNHILL SIDE OF SLOPE PROVJOE 2' HORIZONTAL CLEARANCE BETWEEN WALL AND BACKFLOW.PREVENTER. DO NOT INSTALL JN AREA SUBJECT TO FLOODING. w z; _J >-f--- "' w g, ® "' CL. ' MAX. --,6r-------1 36 11 MAX :z;: x ___ ]_. ;; ~ -----;al'-1-~-----{2 PUBLIC PRIVATE CONSUMERS RESPONSIBILITY TO BE INSTALLED PERSUANT TO MUNICIPAL CODE BOOK14.08.010.4001-SEC. 5B TITLE 17 OF THE CALIFORNIA ADMINISTRATIVE CODE. . -~-"' --··-.,_ ITEM DESCRIPTION •... ,. ..... METER ANO VALVE IBY DISTRICT), R OR BRASS RISER. 2' 3. TYPE K HARD, DR TYPE L HARD COPPE COPPER OR BRASS 90°ELBDW !SOLDER JOINTS OR THREADED FITTINGS). p _., ... , .. ,, 4. 5. COPPER OR BRASS NIPPLE. ------BRASS UNION. 6, APPROVED BACKFLOW ASSEMBLY. f-'---+-~~ -· 7. 1 CUBIC FOOT (2000 PSI I THRUST BL DCK. 8. METER BOX IBY DISTRICT I REDUCED NO SCALE PRESSURE BACKFLOW TWO (2l CONDUCTOR SHIELDED CABLE CONNECT. TO TRANSMITTER ; .. . .. . ·-· ----- ... --····--··-···· PREVENTER JUMBO PLASTIC VAL VE BOX WITH 2'-6" EXTEN. AND LOCKING PURPLE LID ~-1" IN TURF AREAS 2" IN SHRUB AREAS MAJ N LIN &------ REDUCING COUPLING AT DIST. EQUAL TO 10X PIPE DIA. FROM FLOW SENSOR BLAC rE -~ ED-BLACK LOW SENSOR ' FLOW ~ ... ~ ... ~ ... ,. ' ... ,t- ·; :"'; :"': :"';: -. . · ,,. -~ ,. ., -" ......... ,lo. ·-· FINISH GRADE i----REDUCE COUPLING AT DIST. EQUAL TO 5X PIPE DIA. FROM FLOW SENSOR (IF REQUIRED) SPEC./DRWG. PG24 40 ----~., .... 40 --..... ,. 7131198 CONDUIT WIRE RUN PULL BOX \ 111-- 111 N -- ro - NOTES, 18" FINISH GRADE --{ -Ill "' RECTANGULAR _PLASTIC / VALVE BOX LOOP CONTROL WIRES INTO PULL BOX. ALL SPICES ARE - TO BE MADE IN PULL BOXES OR REMOTE CONTROL VALVE BOXES. (41 BRICKS AT BASE 1. INST ALL PULL BOXES AS SHOWN ON PLAN 2. AT JUNCTIONS WHERE RUNS COMBINE, SPLICE COMMON GROUND IN PULL BOX. 3. PULL BOX COVER SHALL BE PERMANENTLY MARKED "ELECTRIC" 4. CONDUCTORS FOR EACH CONTROLLER CLOCK SHALL BE HARNESSED SEPARATELY AND AT SUFFICIENT INTERVALS TO MAINTAIN A DEFINITE BUNDLE. 5. ALL SPLICES SHALL BE MADE WITH A PROPERLY SET MECHANICAL SPLICE CONNECTOR ENTIRELY ENCLOSED IN SELF -CURING RESIN AND SHALL BE COMPLETELY WATER PROOF. 6. ALL SPARE WIRE E:NDS SHALL BE INSULATED IN THE SAME MANNER AS WIRE SPLICES. 7. IF SPECIFIED, ALL SPLICES SHALL BE WITH METALLIC ALLOY SOLDER PRIOR TO INST ALLING CONNECTORS. 8 WIRE BUNDLES INSIDE PULL BOXES SHALL BE AT LEAST 4 INCHES FROM THE UNDERSIDE OF THE BOX COVER. MINIMUM SIZE PULL BOX SHALL BE AS SHOWN ABOVE. LARGER BOXES MAY BE NECESSARY TO MEET 4" CLEARANCE REQUIREMENT. PVC SCH.80 NIPPLE PVC SCH.40 ELBOW SCH.40 PVC MAL-E ADAPTOR I (}' O:r LL. t- I I o_ ow-#---1--- Zo Lu 8~ ....J a: Lu uJ t-w-«: er, _J PVC LATERAL PVC SCH. 40 ELL. PVC SCH. 80 NIPPLE ATMOSPHERIC VACCUM BREAKER INST ALL 6" ABOVE TOP OF HIGHEST SPRINKLER HEAD CUT HOLE IN PVC PIPE AND / TIE GAL V. WIRf-TO SLEEVE I / 4" DIAMETER PVC SLEEVE I MANUAL CONTROL VAL VE I I 11 _/ I ----,IL-FINISH GRADE 4" MIN. ® ELECTRICAL PULL BOX R MANUAL CONTROL VAL VE W / ATMOSPHERIC TO IRRIGATION SYSTEM 1" SCHEDULE 40 PVC MAINLINE UNLESS NOTED OTHERWISE -I I I ----------- . ./ NO SCALE 1" PRESSURE REGULATOR SET AT 75 PSI TYPICAL SEE DET AJL 'E' 1" BALL VAL VE SEE DETAIL 'D' 1-1/4 " CAPPED MAINLINE FOR RESIDENCE -----------~ _ ~ ¾" POT ABALE WATER METER ~---~-BY OTHERS ·······-- EQUIPMENT ARRANGEMENT FOR BACKFLOW PREVENTER NO SCALE 8/15/96 I . STREET SURFACE · --POT ABLE MAINLINE <SEE IMPROVEMENT DRAWINGS! 12" MINIMUM REQUIRED VERTICAL SEPARATION ·~SLEEVE RECYCLED WATER IRRIGATION MAINLINE ~~ NOTE, ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN, 'STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS' 'CARLSBAD RECLAMATION RULE:S AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS', OCTOBER 199.3 ®POTABLE NO SCALE MAINLINE CROSSING CURB & GUTTER SIDEWALK 2 4 II METER BOX W/METER -----POTABLE SERVICE LINE 12" MINIMUM 0 RECYCLED WATER i-----·TRR I GA TI ON MA I NL I NE 10' MINIMUM TO POTABLE MAINLINE IN STREET NOTE: W/SLEEVE VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MA[NLINE IN THE STREET. V POT ABLE SERVICE LINE CROSSING NO SCALE 11 AS BU I LT 11 APPROVED FOR PLANTING AND IRRIGATlON ONLY, 98-01 4 -·-··---- ® FLOW SENSOR S i---------- NO SCALE 7-24-96 CD P .O.C. AT RESIDENTIAL LOTS T -------NO SCALE INCLUDING PRECISE DA TE. RI.A EXP. -A Landscape Architecture a Planning ,~, .. -.. LOCATION OF PLANTING La Jolla Centre II REVIEWE.0 By: G255 Towne Centre Drive. Suite 340 AREAS • ... \ San Diego, CA 92121-3002 619 550.1575 • Fax 550.1580 --·-··· !NSPC:CTOR DATE C-1~;~ CITY OF CARLSBAD ·11 SHEETS 1 .... ,. - ·-·- PLANNING DEPARTMENT 5\ ... ·-.. IRRIGATION DETAILS FOR, ";) \JNllSCAPr RANCHO CARRILLO ~ , ..• -··-w~l,4~c v /~ VILLAGE 'G' i:l'£ ~ -,.,,_ ~ /__.e,,J,ill-:; ... ·-. ..,: t.5Ji·~''75i}V ,-·· APPROVED -/4~il-..... f-3-'t_'l I ~ J',0';.:._ Oo'" A'<-41'. ~% .,., ' ....... ASSISTANT t'tA ING DIRECTOR DA"l . .. ,. r or CA\. \'i ---,. j: ···-···--"'~--~ DWN BY: ,,.-... PROJECT NO. DRAWING NO. DATE INITIAL )ATE INITIAL DATE INITIAL CHKD BY: C.T. 97-03 365-9L EXP. DATE ,.,l-o\ ENGINEER OF WORK RE.VISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CMWD 94-505 - SECTION 02441 IRRIGATION SYSTEM PART i -GENERAL i . 1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, ANO DIVISION i, ARE AN ADDED PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK SHALL APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.2 SCOPE: THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. OWNER/DEVELOPMENT WILL OBTAIN ANO PAY ALL PERMITS REQUIRED BY GOVERNING AUTHORITIES. ALL ON SITE, RECLAIMED WATER PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND ALL OTHER LOCAL GOVERNING CODES, RULES, AND REGULATION. ALL PIPING SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE MANUFACTURER'S NAME OR TRADEMARK, NOMINAL SIZE, AND SCHEDULE OR CLASS INDICATING THE PRESSURE RATING. THE GENJ:,RAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. PEBMJIS AND LICENSES UNLESS OTHERWISE STATED, SECURE THE REQUIRED LICENSES AND PERMITS INCLUDING PAYMENTS OF CHARGES ANO FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, AND VERIFY PERMITS SECURED OR ARRANGEMENTS MADE BY OTHERS AFFECTING THE WORK OF THIS SECTION. WATER METERS AND POWER METERS WILL BE THE RESPONSIBILITY OF THE OWNER AND /OR HIS REPRESENTATIVE FOR INSTALLATION AND PERMIT FEES. 1.2.1 RELATED WORK: . i LANDSCAPING SECTION 02480 . 2 COMPLIANCE TO CITY OF CARLSBAD RECLAIMED WATER STANDARDS 1. 2. 2 QUALITY ASSURANCE , . 3 1. 4 .1 QUALIFICATIONS OF INSTALLERS PROVIDE AT LEAST ONE PERSON WHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK AND WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED, THE MATERIAL MANUFACTURE"S RECOMMENDED METHODS OF INSTALLATION, THE CITY OF CARLSBAD RECLAIMED WATER STANDAROS AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. .2 CODES AND STANDARDS IN ADDITION TO COMPLYING WITH ALL PERTINENT CODES AND REGULATIONS, COMPLY WITH THE LATEST RULES OF THE NATIONAL ELECTRICAL CODE AND ELECTRICAL SAFETY ORDERS OF THE STATE OF CALIFORNIA, DIVISIONS OF INDUSTRIAL SAFETY, FOR ALL ELECTRICAL WORK AND MATERIALS. REFER TO THE LATEST EDITION OF THE GREEN BOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION WHERE APPLICABLE. THE CITY OF CARLSBAD RECLAIMED WATER STANDARDS, LATEST EDITIONS AND RULES AND REGULATION FOR RECLAIMED WATER SERVICE IN THE CITY OF CARLSBAD. LATEST EDITIONS ARE INCORPORATED UNTO THESE SPECIFICATIONS BY REFERENCE WHERE RECLAIMED WATER IS PROPOSED. SUBMITTAL$: . 1 SUBMIT COMPLETE MATERIAL LIST PRIOR TO PERFORMING ANY WORK. . 2 SUBMIT CATALOG DATA ANO FULL DESCRIPTIVE LITERATURE WHENEVER THE USE OF ITEMS DIFFERENT THAN THOSE SPECIFIED IS REQUESTED. SUBMIT NOTARIZED CERTIFICATES BY PLASTIC PIPE ANO FITTING MANUFACTURERS INDICATING THAT MATERIAL COMPLIES WITH SPECIFICATIONS, UNLESS MATERIAL HAS BEEN PREVIOUSLY APPROVED. SUBMIT MATERIAL LIST USING THE FOLLOWING LAYOUT (DOUBLE SPACED BETWEEN EACH ITEM) IIEM, QESCRIPTJON MANUFACTURER l!IIODEL NO, 1 . PRESSURE MAINLINE LASCO SCH. 40 2. LAWN HEAD RAIN BIRD 1806-12F 3. ETC. ETC. ETC. . 3 EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR MAY BE REJECTED AND SUCH MATERIALS REMOVED FROM THE SITE AT NO EXPENSE TO THE OWNER/DEVELOPMENT. . 4 APPROVAL OF ANY ITEMS, ALTERNATIVE, OR SUBSTITUTION INDICATE ONLY THAT THE PROOUCT(S) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. . 5 THE CONTRACTOR IS RESPONSIBLE FOR SUBSTITUTED ITEMS. IF SUBSTITUTION UNSATISFACTORY, REPLACE IT WITH ORIGINALLY NO COST TO THE OWNER/DEVELOPMENT. GUARANTEE: PERFORMANCE PROVES TO SPECIFIED ITEM, OF BE AT . 1 SUBMIT WRITTEN GUARANTEE IN APPROVED FORM THAT ALL WORK SHOWING DEFECTS IN MATERIALS OR WORKMANSHIP WILL BE REPAIRED OR REPLACED AT NO COST TO THE OWNER/DEVELOPMENT FOR A PERIOD OF ONE YEARS FROM THE DATE OF ACCEPTANCE BY THE OWNER/DEVELOPMENT. . 2 THE GUARANTEE FORM SHALL BE RE-TYPED ONTO THE CONTRACTOR'S LETTERHEAD AND CONTAIN THE FOLLOWING INFORMATION: A. GUARANTEE FOR IRRIGATION SYSTEM -(PROJECT NAME) WE HEREBY GUARANTEE THAT THE IRRIGATION SYSTEM WE HAVE FURNISHED AND INSTALLED FOR (PROJECT NAME) 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. WE AGREE TO REPAIR OR REPLACE ANY DEFECTS IN MATERIAL OR WORKMANSHIP WHICH MAY DEVELOP DURING THE PERIOD OF 1 YEAR FROM DATE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RE SUL TING FROM THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE OWNER/DEVELOPMENT. WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME, AS DETERMINED BY THE OWNER/DEVELOPMENT, AFTER RECEIPTS OF WRITTEN NOTICE. IN THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICE FROM THE OWNER/DEVELOPMENT, WE AUTHORIZE THE OWNER/DEVELOPMENT TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS AND CHARGES THEREFORE UPON DEMAND, B. PROJECT: C. LOCATION: SIGNED: ADDRESS: (PROJECT NAME) (LEGAL DESCRIPTION OF PROJECT PROPERTY) TITLE: TELEPHONE: SIGNATURE AND DATE: _________________ _ 1 .5 OBSERVATION: 1.s.1 INSPECTION SCHEDULE . 1 IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR OBSERVATION OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR IN ADVANCE FOR THE FOLLOWING INSPECTIONS, ACCORDING TO THE TIME INDICATED: A. PRE-JOB CONFERENCE -7 CALENDAR DAYS B. LOCATION OF IRRIGATION SLEEVES C. LAYOUT OF CONTROL EQUIPMENT, SPRINKLER HEADS AND PIPING- 32 HOURS D. PRESSURE MAINLINE INSTALLATION AND TESTING -32 HOURS E. CONFORMANCE TO REGULATIONS FOR RECLAIMED WATER • 32 HOURS F. LATERAL TRENCH DEPTH CHECK -32 HOURS G. COVERAGE TEST -32 HOURS H. FINAL INSPECTION -48 HOURS I. NOTIFY THE CITY OF CARLSBAD 24 HOURS IN ADVANCE OF BEGINNING OF WORK. (438-1161, EXT. 4221) J. NOTIFY THE CIIY OF CARLSBAD 24 HOURS IN ADVANCE OF BEGINNING CONSTRUCTION. (438-1161, EXT. 4221) . 2 WHEN INSPECTIONS HAVE BEEN CONDUCTED BY OTHER THAN THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR, SHOW EVIDENCE OF WHEN AND BY WHOM THESE INSPECTIONS WERE MADE. -3 NO INSPECTION WILL COMMENCE WITHOUT AS-BUILT DRAWINGS. IN THE EVENT THE CONTRACTOR CALLS FOR AN INSPECTION WITHOUT AS-BUILT DRAWINGS, WITHOUT COMPLETING PREVIOUSLY NOTED CORRECTIONS, OR WITHOUT PREPARING THE SYSTEM FOR INSPECTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSING THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR AT THE RATE OF $95.00 PER HOUR (PLUS ANY TRANSPORTATION COST) FOR THE INCONVENIENCE. NO FURTHER INSPECTIONS WILL BE SCHEDULED UNTIL THIS CHARGE HAS BEEN PAID. THE CITY WILL REQUIRE AS-BUILT DRAWINGS TO BE APPROVED PRIOR TO BACKFILLING MAINLINE TRENCH. 1 . 6 TESTING: GENERAL . 1 FURNISH ALL NECESSARY TESTING EQUIPMENT AND PERSONNEL TO MEET TESTING REQUIREMENT . 2 CORRECT ALL DEFECT AND RETEST UNTIL ACCEPTANCI'; BY OWNER AND CITY. 1.6.1 IESTS .1 MAKE HYDROSTATIC TESTS ONLY IN THE PRESENCE OF THE REPRESENTATIVE OF THE OWNER/DEVELOPMENT. AIR PRESSURE CHECK ALL LINES THAT COULD WEAKEN OR DAMAGE ANY MAJOR STRUCTURES OR HAROSCAPES, IF WATER WERE USED. NO PIPE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED TESTED AND APPROVED. (INCLUDING AS-BUil TS) ' ' . 2 FURNISH NECl:SSARY FORCE PUMP ANO ALL OTHER TEST EQUIPMENT. • 3 TEST ALL PRESSURE MAINLINES UNDER A HYDROSTATIC PRESSURE OF 150 P.S.I. FOR A PERIOD OF FOUR HOURS. . 4 ALL TESTING SHALL BE APPROVED PRIOR TO THE INSTALLATION OF REMOTE CONTROL VALVES, QUICK COUPLERS, OR OTHER VALVE ASSEMBLIES. .5 ALL PIPING UNDER PAVED AREAS SHALL BE Tl:STED UNDER A HYDROSTATIC PRESSURE OF 150 P.S.I. AND PROVED WATERTIGHT, PRIOR TO THE PAVING OPERATION. , . 6 -2 AIJJUSTING SYSTEM -, THE CONTRACTOR SHALL FLUSH AND ADJUST ALL IRRIGATION HEADS AND VALVES FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAYS, BUILDINGS, WALLS AND OTHER STRUCTURES AS MUCH AS POSSIBLE. . 2 IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT OR NOZZLE CHANGES WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, MAKE ALL SUCH CHANGES OR MAKE ARRANGEMENTS WITH MANUFACTURER TO HAVE ADJUSTMENT MADE PRIOR TO PLANTING. ' .3 ADJUST REMOTI: CONTROL VALVES (BATTERY SYSTEMS) SO THAT THE MOST REMOTE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY SPRINKLER MANUFACTURER. 1.6.3 COVERAGE TEST 1.6.4 1.6.s 1.6.6 .1 WHEN THE IRRIGATION SYSTEM IS COMPLETED, PERFORM A COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT, LANDSCAPE COORDINATOR OR CITY INSPECTOR, TO DETERMINE IF THE WATER COVERAGE FOR PLANTING AREAS IS COMPLETE AND ADEQUATE. 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 WILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE OR INAPPROPRIATE, WITHOUT BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR. THIS TEST SHALL BE ACCOMPLISHED BEFORE ANY GROUND COVER IS PLANTED. DIRECT BURIAL CONTROL WIRES .1 ALL WIRING SHALL BE TESTED FOR CONTINUITY, OPEN CIRCUITS AND UNINTENTIONAL GROUNDS PRIOR TO CONNECTING TO EQUIPMENT, THE MINIMUM INSULATION RESISTANCE TO GROUND SHALL BE FIFTY (50) MEGAOHMS. ANY WIRING NOT MEETING THIS REQUIREMENT SHALL BE REPLACED, AT THE CONTRACTOR'S EXPENSE. FINAL ACCEPTANCE . 1 WHEN ALL WORK UNDER THIS CONTRACT HAS BEEN COMPLETED, INCLUDING TESTING ADJUSTMENTS, ADDITIONS OR DELETIONS, THE CONTRACTOR WILL NOTIFY THE OWNER FOR FINAL INSPECTION AND APPROVAL. FINAL ACCEPTANCE BY THE OWNER DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY OF WARRANTY. MINOR ADJUSTMENTS -1 MINOR ADJUSTMENTS (LEVELING AND CLEANING SPRINKLER HEADS, VALVE BOXES, ETC. INCLUDING PROTECTION FROM VANDALISM) WILL BE MADE BY THE OWNER AFTER ACCEPTANCE OF THE SYSTEM AND DURING THE WARRANTY PERIOD. I 1. 7. 1 RECORD DRAWINGS 1.7.4 CHECK LIST . 1 RECORD DRAWINGS SHALL BE PREPARED AND SHALL SHOW ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS INCLUDING THOSE INVOLVING BOTH CONSTANT-PRESSURE AND INTERMITTENT•PRESSURE LINES AND APPURTENANCES. . 2 ALL CONCEPTUAL OR MAJOR DESIGN CHANGES, INCLUDING ANY CHANGES THAT MAY BE AFFECTED BY THE REQUIREMENTS OF THESE STANDARD SPECIFICATIONS, SHALL BE APPROVED BEFORE IMPLEMENTING THE CHANGES IN THE CONSTRUCTION CONTRACT. FAILURE TO RECEIVE PRIOR APPROVAL MAY RESULT IN TERMINATION OF SERVICE. .3 RECORD ACCURATELY ON ONE SET OF BLACK AND WHITE PRINTS OF THE IRRIGATION DRAWINGS, ALL CHANGES IN WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING CHANGES IN BOTH PRESSURE AND NON-PRESSURE LINE. . 4 UPON COMPLETION OF EACH INCREMENT OF WORK, TRANSFER ALL SUCH INFORMATION AND DIMENSIONS TO THE PRINTS. RECORD CHANGES AND DIMENSIONS IN A LEGIBLE AND PROFESSIONAL MANNER. WHEN THE DRAWINGS ARE APPROVED, TRANSFER ALL INFORMATION TO A SET OF REPRODUCIBLE SEPIA MYLAR DRAWINGS SUPPLIED AT COST BY THE LANDSCAPE ARCHITECT. • 5 DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, SIDEWALKS. CURBS, PAVEMENT). POST INFORMATION ON AS-BUILT DRAWINGS DAY TO DAY AS THE WORK IS INSTALLED. ALL DIMENSIONS NOTED ON DRAWINGS SHALL BE 114 INCH IS SIZE. . 6 UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATION AND DIMENSIONS SHALL BE TRANSFERRED TO THE RECORD DRAWINGS. FACILITIES AND ITEMS TO BE LOCATED AND VERIFIED ON THE RECORD DRAWINGS. SHOW DIMENSIONAL LOCATION AND DEPTH OF THE FOLLOWING: A. POINT OF CONNECTION B. ROUTING OF IRRIGATION PRESSURE MAINLINES AND ALL SLEEVES (DIMENSION MAXIMUM 10 FEET ALONG ROUTING AND ALL DIRECTIONAL CHANGES.) C. GATE VALVES. D. IRRIGATION CONTROL VALVES E. QUICK COUPLER VALVES F. ROUTING OF CONTROL WIRES G. AUTOMATIC CONTROLLERS H. OTHER RELATED EQUIPMENT (AS DIRECTED BY THE LANDSCAPE ARCHITECT) • 7 MAINTAIN AS-BUILT DRAWINGS ON THE SITE AT ALL TIMES. THESE DRAWINGS ARE SUBJECT TO INSPECTION AT ANYTIME . . 8 MAKE ALL CHANGES TO REPRODUCIBLE DRAWINGS IN INK (NO BALL- POINT PEN). USE ERADICATING FLUID WHEN REDOING DRAWINGS. CHANGES AND DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND PROFESSIONAL MANNER. RECORD CONSTRUCTION DRAWINGS SHALi. BE MAINTAINED AT THE JOB-SITE DURING CONSTRUCTION. . 9 THE LANDSCAPE ARCHITECT SHALL PROVIDE A COMPLETE SET OF "AS-BUILT" MYLARS TO THE CITY OF CARLSBAD UPON COMPLETION OF CONSTRUCTION. ONA WILL BE REQUIRED TO TRANSFER ALL AS- BUILT INFORMATION TO MYLARS. AS-BUILTS SHALL BE ON CITY ORIGINAL MYLARS. . 1 COMPLETE THE FOLLOWING CHECKLIST AT THE END OF THE PROJECT, USING THE FORMAT SHOWN: A. PLUMBING PERMITS (IF NONE REQUIRED, SO NOTE) B. MATERIALS APPROVAL C. PRESSURE MAINLINE TEST (BY WHOM AND DATE) D. AS-BUILT DRAWINGS COMPLETED (RECEIVED BY ANO DATE) E. CONTROLLER CHART COMPLETED (RECEIVED BY AND DATE) F. MATERIALS FURNISHED (RECEIVED BY AND DATE) G. OPERATION ANO MAINTENANCE MANUALS FURNISHED (RECEIVED BY AND DATE) H, SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED BY AND DATE) I. MANUFACTURER WARRANTEES (RECEIVED BY AND DATE) J. WRITTEN GUARANTEE BY CONTRACTOR (RECEIVED BY AND DATE) . 2 FORWARD SIGNED AND DATE;O CHECKLIST TO LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE FINAL ACCEPTANCE OF PROJECT . 1.8 GENERAL REQIJIREMENTS: 1.8.1 CODE REQUIREMENTS SHALL BE THOSE OF STATE ANO MUNICIPAL AGENCIES AND REGULATIONS LOCALLY GOVERNING THIS WORK, PROVIDING THAT ANY REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, NOT CONFLICTING THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN, UNLESS WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE AGENCY. 1.8.2 EXTREME CARE SHALL BE EXERCISED IN EXCAVATING ANO WORKING IN THE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. 1.8.3 CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. 1. 8. 4 SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS. 1.8.5 PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER AND PIPE LINES ARE DIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE LOCATIONS OF ALL INSTALLATIONS. 1.8.6 ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES FROM EACH OTHER, ANO FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. 1.8. 7 DIELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS. 1-8.8 POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWINGS. CONNECT NEW UNDERGROUND PIPING ANO VALVES AND PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION. 1.8.9 PERMISSION TO SHUT OFF ANY EXISTING IN-USE WATER LINES MUST BE OBTAINED 48 HOURS IN ADVANCE, IN WRITING FROM THE OWNER/DEVELOPMENT. THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER/DEVELOPMENT, AS TO THE EXACT LENGTH OF TIME OF EACH SHUT-OFF. 1.8.10 CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS, 1. 7 .2 CONTROLLER CHART , 1 AS-BUILT DRAWINGS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE CHARTS ARE PREPARED. . 2 PROVIOE ONE CONTROLLER CHART OF THE MAXIMUM SIZE CONTROLLER DOOR WILL ALLOW, FOR EACH CONTROLLER SUPPLIED, SHOWING THE AREA COVERED BY THAT AUTOMATIC CONTROLLER AND A CORRESPONDING LEGEND OF THE EQUIPMENT INSTALLED. . 3 THE CHART SHALL BE A REDUCTION OF THE ACTUAL AS-BUil T SYSTEM DRAWING. IF THE CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN THE DRAWING IS REDUCED, ENLARGE IT TO A SIZE THAT WILL BE READABLE WHEN REDUCED. • 4 CHART SHALL BE BLACKLINE PRINT AND A DIFFERENT PASTEL TRANSPARENT COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION. . 5 WHEN COMPLETED AND APPROVED, HERMETICALLY SEAL THE CHART BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM 20 MILS THICK. . 6 CHARTS SHALL BE COMPLETED ANO APPROVED PRIOR TO FINAL INSPECTION OF THE IRRIGATION SYSTEM. 1.8.11 MAINTl:NANCE. THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATION FOR A PERIOD OF 7 DAVS PRIOR TO ANY PLANTING. 1 , 8. 1 2 THE WORK SHALL BE ACCEPTED IN WRITING WHEN THE ENTIRE SCOPE OF WORK HAS BEEN COMPLETED SATISFACTION TO THE OWNER JUDGING THE WORK. NO ALLOWANCE FOR DEVIATION FROM THE ORIGINAL PLANS AND SPECIFICATIONS WILL BE MADE UNLESS PREVIOUSLY APPROVED BY THE OWNER. WHEN ANY ITEM APPEARS ON THE PLAN AND NOT IN THE SPECIFICATIONS, OR IN THE SPECIFICATION S ANO NOT ON THE PLANS, IT SHALL BE CONSIDERED IN BOTH. WHEN CONFLICTS ARISE, THE HIGHEST STANDARDS WILL PREVAIL. THE OWNER OR HIS AUTHORIZED REPRESENTATIVE SHALL HAVE THE FINAL AUTHORITY ALL ITEMS OF THE PROJECT. 1.8.13 SERVICE BY THE CONTRACTOR: THE CONTRACTOR SHALL SERVICE THE SYSTEM AT THE OWNER'S REQUEST DURING THE GUARANTEE PERIOD AND SHALL BE PAID FOR WORK PERFORMED WHICH IS NOT COVERED BY THE GUARANTEE. IF REQUESTED BY THE OWNER, THE CONTRACTOR SHALL FURNISH THE OWNER WITH A SCHEDULE OF SERVICE FEE FOR ADDITIONAL WORK REQUESTED OUTSIDE OF THE GUARANTEE . 1. 7 .3. OPERATION AND MAINTENANCE MANUALS THE CONTRACTOR SHALL ENGAGE THE SERVICES OF A PROFESSIONAL WATER MANAGEMENT COMPANY APPROV!aD BY THE IRRIGATION DESIGNER TO PROVIDE SUPPORT SERVICES FOR THE FOLLOWING IRRIGATION EQUIPMENT: EXCESS FLOW SENSING AUTO-RAIN SHUT OFF AND CALIBRATING SENSORS FOR EXCESS FLOW. - .1 PREPARE AND DELIVER TO THE OWNER WITHIN 10 CALENDAR DAYS PRIOR TO COMPLETION OF CONSTRUCTION, ALL REQUIRED ANO NECESSARY DESCRIPTIVE MATERIAL IN COMPLETE DETAIL AND PROPERLY PREPARED IN FOUR (4) INDIVIDUAL BOUND COPIES. DESCRIBE THE MATERIAL INSTALLED IN SUFFICIENT DETAILS TO PERMIT QUALIFIED OPERATING PERSONNEL TO UNDERSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT. INCLUDE SPARE PARTS LIST AND RELATED MANUFACTURER INFORMATION FOR EACH EQUIPMENT ITEM INSTALLED. EACH MANUAL SHALL INCLUDE THE FOLLOWING, A. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER- B. DURATION OF GUARANTEE PERIOD C. LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF MANUFACTURER'S LOCAL REPRESENTATIVE. D. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. . 2 IN ADDITION TO THE MAINTENANCE MANUALS, PROVIDE THE MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOW WRITTEN EVIDENCE TO THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR AT THE CONCLUSION OF THE WORK THAT HIS SERVICE HAS BEEN RENDERED. EXP. DATE_ 3-)1-ol INSPECT AND TEST CONTROLLERS AND GROUND FAULT. PROVIDE TECHNICAL SUPPORT ON THE JOB SITE AS REQUESTED BY CONTRACTOR FOR CONTROLLERS, EXCESS FLOW SENSING AND AUTO- RAIN SHUT OFF SENSING SYSTEMS . TRAINING IN OPERATION Of AL I EOU!Pl!IIENI. FIVE YEAR LIMITED FIELD SERVICE WARRANTY FOR CONTROLLERS AGAINST ORIGINAL DEFECTS IN MATERIALS AND WORKMANSHIP. WARRANTY SHALL BE PROVIDED IN WRITING. AVAILABLE THROUGH HYDROSCAPE PRODUCTS -STEVE MCCLEAN (619) 560-1600. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS 11 AS B LJ I L T 11 RLA EXP. ___ _ REVIEWED BY: --------------INSPECTOR 98-014 DATE □ATE r-----t---t----------+-----1f----+--l-----l I sHI E8ET I CITY OF CARLSBAD I S3HEE\ TS I PLANNING DEPARTMENT "'-----------+---+-----1---+-----l;=::=~=============-=== ,--,--,------------------+--+"--+--+-----!RR IGATI ON SPEC IF I CAT !ONS FOR: LA..n~e.i!i.pa .Arohltl!lcl;uri, • Plaa.11-l.U& Le. Jolla Centre II 9266 To-.rzio Contrc Oriva. Suito 3-40 Saa. Diego, CA 92121-3002 619.660.16?fi • Faz. 660.1580 t----t---t-------------------t----+----+---+----l 1----1-----t---------------------+----+----+----+-----< DATE INITIAL ENGlNEER OF WORK REVISION DESCRIPTION DATE INITIAL 0 THER APPROVAL DATE INITIAL CITY APPROVAL RANCI{O CARRILLO VILLAGE 'G' APPROVED ~aY ==-;-;c;--~~2S=c---~,---ASSlSTANT PLANNING D[RECTOR OWN BY e PROJECT NO. CHKO BYe ___ _ RVWD BY: CT97-03 DRAWING NO. 365-9L C"MWD 94-505 PART 2 -PRODUCTS 2.1 MATERIALS: ALL MATERIALS AND EQUIPMENT USED IN SPRINKLER IRRIGATION WORK SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS AND OF QUALITY AND PERFORMANCE AS SPECIFIED. 2.1.1 PIPING: PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED. . 1 POLYVINYL CHLORIDE PIPE (POTABLE\: ALL PVC MATERIAL SHALL CONFORM TO ASTM D1784, CELL CLASS 12454B. A. PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF MANUAL CONTROL VALVES SHALL BE PVC 1120, CLASS 315 (SDR 13.5) CONFORMING TO ASTM D224t OR SCHEDULE 40, CONFORMING TO ASTM D1785. B. PVC PLASTIC NON-PRESSURE LINES: FOR PIPING DOWNSTREAM OF REMOTE CONTROL VALVES, SHALL BE PVC 1120, CLASS 200 (SOR 21), CONFORMING TO ASTM D2241. C. IDENTIFICATION: FURNISH PLASTIC PIPE CONTINUOUSLY AND PERMANENTLY MARKED WITH FOLLOWING INFORMATION: MANUFACTURER"$ NAME OR TRADE MARK, SIZE, CLASS AND TYPE OF PIPE, WORKING PRESSURE AT 73A DEGREES F., ANO NATIONAL SANITATION FOUNDATION (NSF) RATING. . 2 POLYVINYL CHLORIDE PIPE!" COLORED CODED PURPLE"l FOR NON- POTABLE WATER· (1) PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL THREE (3) INCH AND SMALLER SHALL BE PURPLE COLORED PVC MEETING ASTM-1784, TYPE I, GRADE PVC-1120, CELL CLASS 12548. PIPE, ASTM 2241 FOR SDR CLASS PIPE, ASTM 2672 FOR ''WATER WARN" OR EQUAL. PRESSURE MAINLINE; 1-1/2" AND SMALLER PIPE -SCHEDULE 40 PVC 2"' AND LARGER PIPE • CLASS 315 PVC, SDR-15.5 NON-PRESSURE LATERAL- ALL NON-PRESSURE PIPE • CLASS 200 PVC PIPE TYPE I. GRAPE I pyc PlfE• OUTSIDE DIAMETER OF PIPE SHALL BE THE SAME AS IRON PIPE. PIPE SHALL BE MARKED ON TWO SIDES OF THE PIPE AT 24" INTERVALS WITH "CAUTION RECLAIMED WATER." SCHEDULE 40 PIPE SHALL NOT BE THREADED. SOLVENT SHALL BE AS SUPPLIED BY PIPE MANUFACTURER. PIPE SHALL BE PURPLE IN COLOR. . 2 BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS. 2.1.2 FITTINGS AND CONNECTIONS; .1 POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE II, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDER THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND D2466. . 2 BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. 2.1.3 RISERS: . 1 ALL SPRINKLER HEADS SHALL HAVE RISERS AND SWING JOINTS AS SHOWN IN THE DETAIL DRAWINGS. ALL RISERS AND SWING JOINTS SHALL USE MARLEX FITTINGS AND SCHEDULE 80 PVC RISERS OR NIPPLES. 2.1.4 FITTINGS: .1 FITTINGS, IN GENERAL, FOR ALL INSTALLATIONS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT PRICE AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL OF REQUIRED FITTINGS TO COMPLETE THE CONTRACT. . 2 ALL FITTINGS FOR PIPE THREE (3) INCHES AND SMALLER SHALL BE SCHEDULE 40 . 3 ALL TEES FOR THE INSTALLATION OF SWING JOINTS WILL BE INSTALLED WITH DURA, LASCO TEE OR EQUAL. 2.1.5 AUTOMATIC CONTROL WIRE; . 1 ELECTRIC WIRING RUNNING FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE NO. 14 SOLID, SINGLE CONDUCTOR, COPPER WIRE, 4/64 INCH INSULATION, 4164 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL, COLOR CODE WIRES TO EACH CONTROLLER, COMMON WIRE SHALL BE WHITE N0.12 SOLID, SINGLE CONDUCTOR WIRE, 4/64 INCH INSULATION, 4164 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL ) OR EQUAL . 2.1.6 MONITORING DEVICES . 1 ALL MONITORING DEVICES SUCH AS FLOW AND PRESSURE MEASUREMENTS, SHALL BE AS SHOWN ON DRAWINGS. 2. 1. 7 J 20 VOLT WIRE TO CONTROLLER 2. 1.8 2.1.9 .1 120 VOLT WIRE SHALL WIRE SHALL BE PER LOCAL CODio AS TYPE, SIZE AND QUALITY. INSTALL U.L. APPROVED CONDUIT A MINIMUM OF 24" BELOW GRADE FROM THE POWER METER TO CONTROL UNITS OR OTHER REQUIRED SERVICES. ALL SPLICES TO BE IN APPROVED PULL BOXES. ALL WIRES TO BE TWIN COPPER OR OTHER DESIGNATION AS REQUIRED BY CODE. AUTOMATIC CONTROLl.ER: . 1 AUTOMATIC CONTROLLER: FULLY AUTOMATIC IN OPERATION AND CAPABLE OF OPERATING THE NUMBER OF STATIONS OF REMOTE CONTROL VALVES AS NOTED. . 2 CONTROLLER ENCLOSURE ASSEMBLY: PEDESTAL MOUNTED AS NOTED, WITH A SEPARATE STAINLESS STEEL ENCLOSURE, TERMINAL STRIP ON/OFF DISCONNECT SWITCH W/ 110VOLT GROUNDED OUTLET, RAINGUARD AUTO-RAIN SHUT-OFF DEVICE AND LOCKING, HINGED COVER. AVAILABLE FROM HYDROSCAPE PRODUCTS INC. 5805 KEARNY VILLA RO. SAN DIEGO, CALIFORNIA (619)560-1600 . 3 AUTOMATIC CONTROLLERS SHALL BE OF THE TYPE ANO MANUFACTURERS SHOWN ON THE DRAWINGS OR APPROVED EQUAL AND INSTALLED PER MANUFACTURES RECOMMENDATIONS AND DETAIL DRAWINGS . 4 ALL CONTROLLERS SHALL BE GROUNDED BY COPPER CLAD GROUNDING ROD AND GENERAL ELECTRIC LIGHTNING ARRESTOR # 9l15DCB002 (50 OHMS RESISTANCE REQUIRED) REMOTE CONTROL VALVES, ELECTRICAL .1 THE ELECTRIC REMOTE CONTROL VALVES(PRESSURE REGULATING) SHALL BE OF THE STYLE AND MANUFACTURES SHOWN ON THE DRAWINGS, OR APPROVED EQUAL, AND INSTALLED PER DETAILED DRAWINGS AND MANUFACTURER'S RECOMMENDATION. . 2 VALVES SHALL BE INSTALLED A MINIMUM OF 6" FROM ALL FIXED OBJECTS AND 12·· APART FROM EACH OTHER. 2.1.10 MASTER VALVE . 1 SHALL BE OF THE STYLE AND MANUFACTURES SHOWN ON THE DRAWINGS, OR APPROVED EQUAL, AND INSTALLED PER DETAILS DRAWINGS AND MANUFACTURER'S RECOMMENDATIONS. 2. 1 .11 VALVE BOX; .1 ALL VALVES INCLUDING PRESSURE REGULATING VALVES, MASTER VALVES, REMOTE CONTROL VALVES, GATE VALVES. AND QUICK COUPLER VALVES SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS. ALL SHALL BE MARKED "PRV","MV","RCV","GV", OR "DF" RESPECTIVELY WITH STATION NUMBERS FOR CONTROL VALVES EMBOSSED ON THE VALVE COVER. ALL SHALL STATE "RECLAIMED WATER" IN ioNGLISH AND SPANISH. (RCV BOXES SHALL HAVE LOCKING COVERS) OTHER BOXES SUCH AS PULL BOXES, ETC. SHALL BE MARKED ACCORDINGLY. VALVE BOXES SHALL BE PURPLE PLASTIC IN COLOR. 2 .1 .12 SPRINKLER HEAD· . 1 SPRINKLER HEAD$ SHALL BE AS REQUIRED ON THE DRAWINGS OR APPROVED EQUAL ALL SPRINKLER HEADS ARE TO HAVE FACTORY BUILT IN CHECK VALVES OR A CHECK VALVE UNDER EACH HEAD. SPRINKLER HEADS SHALL HAVE A FACTORY COLORED "PURPLE RECLAIMED WATER" DESIGNATION AS A PART OF THE SPRINKLER OR IF NOT AVAILABLE BE PAINTED PURPLE AS DIRECTED BY THE CITY OF CARLSBAD. 2 .1 .13 OUICK COUPLER VALVES (NON-POTABLE)· .1 QUICK COUPLING VALVES SHALL BE OF THE MANUFACTURER SHOWN ON THE DRAWINGS. EACH QUICK COUPLER SHALL HAVE A MOLDED VINYL LOCKING COVER WITH ACME THREADS FOR RECLAIMED WATER SERVICE. . 2 UPON COMPLETION OF THE CONTRACT AND PRIOR TO FINAL ACCEPTANCE, SUPPLY THE OWNER WITH QUICK COUPLER KEYS AND HOSE ELLS OF THE QUANTITY CALLED FOR IN IRRIGATION SECTION 2.1.22. THE KEYS AND HOSES ELLS SHALL BE OF THE SAME MANUFACTURER AS THE COUPLING VALVE. . 3 SHALL BE 1" SIZE AS MANUFACTURED BY NELSON SPRINKLERS CO. 2.1.14 BALL VALVES: . 1 BALL VALVE TWO (2'") INCH SIZE AND SMALLER SHALL MEET ASTM STANDARDS WITH SEALS WHICH ARE SELF ADJUSTING TO COMPENSATE WEAR. BALL VALVES SHALL HAVE MOLDED MICRO- FINISH BALL WITH LOW TORQUE REQUIREMENTS TO OPERATE UNIT MANUALLY. BALL VALVE SHALL HAVE A PATENTED FEATURE "PRE- LOADED" STEM SEAL AND IMPACT RESISTANT HANDLES. . 2 BALL VALVES (2-112) INCH SIZE TO (4) INCH SIZE SHALL HAVE DOUBLE UNION WITH ONE END BLOCKED WHICH PREVENTS BALL FROM BEING BLOWN OUT UNDER PRESSURE. BALL SEATS ARE TEFLON TO INSURE EASE OF OPERATION. END CONNECTOR CARRIER AND STEM "0' RING ARE EPDM OR VITON. 2.1 .15 MANUAL CONTROL VALVE· .1 MANUAL CONTROL VALVE 3/4"' AND 1·· SIZE SHALL BE MADE OF HEAVY-DUTY BRASS WITH A WHEEL HANDLE ANO RATED TO 150 PSI. 2.1.16 ATMOSPHERIC VACUUM BREAKER: .1 ATMOSPHERIC VACUUM BREAKER 314" AND 1" SIZE SHALL BE MADE OF HEAVY-DUTY BRASS CONSTRUCTION PREVENTING BACKFLOW OF WATER INTO FRESH WATER LINES. OPERATING PRESSURE OF 15 TO 150 PSI AND SHALL BE MANUFACTURED BY THE SAME MANUAL CONTROL VALVE LISTED ABOVE . 2 .1 .17 BACKFLOW PREVENTER: UNIT SHALL BE AS SHOWN ON PLANS OR EQUAL, AS APPROVED BY ARCHITECT AND CARLSBAD MUNICIPAL WATER DISTRICT. 2.1.18 CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS. 2. 1 . 1 9 BACKFILL SHALL BE CLEAN FILL SOIL WITH NO ROCKS OR CLOD 1/2" OR LARGER. 2.1.20 WARNING TAPE; .1 SHALL BE PLASTIC TAPE PREPARED WITH SILVl':R PRINTING ON A PURPLE FIELD HAVING THE WORDS, "CAUTION: RECLAIMED WATER LINE BELOw·· . THE OVERALL WIDTH SHALL BE 3 INCHES. . 2 WARNING (CAUTION) TAPE SHALL BE MANUFACTURED BY THOR ENTERPRISE, INC., P-0-BOX 450 SUN PRAIRIE, WISCONSIN, 53590, (PHONE: (608) 837-7197) 2.1.21 WARNING LABELS & SIGNS ; SHALL BE APPROVED BY THE DISTRICT ENGINEER TO BE INSTALLED ON DESIGNATED FACILITIES. FACILITIES SUCH AS CONTROLLER ioNCLOSURE AS DESIGNATED BY THE DISTRICT ENGINEER OR INSPECTOR. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS . 2.1.22 WARNING TAGS: ALL RECLAIMED WATER SPRINKLER CONTROLS VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS . 2.1.23 CONTRACTOR SHALL PROVIDE TO THE OWNER: • 1 THREE (3) CONTROL VALVE KEYS. • 2 FOUR (4) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD. . 3 TWO (2) 46" TEE WRENCHES FOR OPERATING BALL VALVES. . 4 FIVE (5 EA.) QUICK COUPLER KEYS ANO FIVE (5 EA.) HOSE BIB ASSEMBLIES (POTABLE & NON-POTABLE), . 5 FIVE (5) KEYS FOR OPENING AND LOCKING EACH AUTOMATIC CONTROLLER. 2.1.24 PRESSURE REGULATOR AND WYE STRAINER SHALL BE OF BRONZE BODY WITH SCREW FITTINGS. SEE DETAILS AND DRAWINGS. PART 3 •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• 2 DEPTH OF TRENCH: POLYVINYL CHLORIDE PRESSURE LINE (LESS THAN PRESSURE MAINLINES ( 3" AND UP TO 6"") POLYVINYL CHLORIDE NON-PRESSURE LINE CONTROL WIRE 3")SEE LEGEND SEE LEGEND SEE LEGEND SEE LEGEND . 3 TRENCHING THROUGH AREAS WHERE TOPSOIL HAS BEEN SPREAD: ( 1) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL ON OPPOSITE SIDE. . 4 SUBSOIL SHALL BE FREE OF ALL ROCKS AND CLODS 1/2 INCH IN DIAMETER, DEBRIS, ANO LITTER, PRIOR TO usi;: AS BACKFILL WHERE $0 INDICATED ON DETAIL. . 5 REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN INSPECTED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. .6 BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, TAMPING SOIL AROUND PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED. . 7 BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS 112·· AND LARGER. • 6 CONTRACTOR SHALL NOT INSTALL PIPE ACROSS CONCRETE DRAINAGE SWALE. CONTRACTOR SHALL JACK OR BORE UNDER SWALE TYPICAL. 3. 2. 2 UNDER EXISTING AND /OR PROPOSED PAVEMENT . 1 TRENCHES LOCATED UNDER AREAS WHERE PAVING, ASPHAL TIC CONCRETE OR CONCRETE WILL BE INSTALLED SHALL BE BACKFILLED WITH CLEAN FILL SOIL, IN A SLEEVE AND COMPACTED IN LAYERS TO 95% COMPACTION, USING MANUAL OR MECHANICAL TAMPING DEVICES. TRENCHES FOR PIPING WHICH ARE NOT UNDER PAVING SHALL BE COMPACTED TO EQUAL COMPACTION OF THE EXISTING ADJACENT UNDISTURBED SOIL AND SHALL BE LEFT FLUSH WITH THE ADJOINING GRADE. THE IRRIGATION CONTRACTOR SHALL SET IN PLACE, CAP AND PRESSURE TEST ALL PIPING UNDER PAVING PRIOR TO PAVING WORK. . 2 PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING, OR HYDRAULIC DRIVING. HOWEVER, NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER ASPHALT PAVING. .3 PROVIDE FOR A MINIMUM COVER OF 16 INCHES BETWEEN THE TOP OF THE PIPE AND THE BOTTOM Of THE AGGREGATE BASE FOR ALL PRESSURE AND NON PRESSURE PIPING INSTALLED UNDER ASPHALTIC CONCRETE PAVING. . 4 SECURE PERMISSION FROM THE OWNER/DEVELOPMENT BEFORE CUTTING OR BREAKING EXISTING PAVEMENT. ALL NECESSARY REPAIRS AND REPLACEMENTS SHALL BE APPROVED BY OWNER/DEVELOPMENT, AND SHALL BE AT NO ADDITIONAL COST TO OWN ER/DEVELOPMENT. 3.2.3 INSTALLATION OF POLYVINYL CHLORIDE PIPE: . 1 BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE. . 2 THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USED, AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NOT TO BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. . 3 ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT AND REJOINED WITH A COUPLING. . 4 TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, ANO OTHER SHARP-EDGED OBJECTS. . 5 PIPE ENDS AND FITTINGS SHAI..L BE WIPED WITH MEK, DR EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER. . 6 PIPE SHALL BE SNAKED FROM SIOE-TO•SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. . 7 CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING. . 8 NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. . 9 PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH . .10 PLASTIC TO PLASTIC JOINTS: SOLVENT-WELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY. .11 SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATION. .12 ALL PRESSURE PIPE. 3" OR LARGER SHALL HAVE THE CORRECT SIZED CONCRETE THRUST BLOCK INSTALLED AT EVERY ABRUPT CHANGE OF ALIGNMENT; AT GATE VALVES, TEES, ELBOWS, CROSSES AND ENDS OF PIPE RUNS; OR WHEREVER THE CITY ENGINEER DEEMS ONE TO BE NECESSARY. THRUST BLOCKS SHALL BE INSTALLED AS PER DETAIL 3.2.4 INSTALLATION OF BRASS PIPE; . 1 CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OR BURRS SO SMOOTH AN UNOBSTRUCTED FLOW IS OBTAINED. . 2 CAREFULLY AND SMOOTHLY PLACE ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED . 3.2.5 REMOTE CONTROL WIRING: . 1 DIRECT BURIAL CONTROL WIRE SIZES: AS SHOWN AND SPECIFIED HEREIN BEFORE. . 2 PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4-FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL AND MAINTENANCE OF VALVES. . 3 INSTALL CONTROL WIRES AT LEAST 24" BELOW FINISH GRADE AND MINIMUM OF 4" FROM ANY PIPE OR FITTINGS EXCEPT AS TERMINAL POINTS. . 4 INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. . 5 CONTROL WIRE SPLICES, ALLOW ONLY ON RUNS OF MORE THAN 300 FEET, SPLICES AS FOLLOWS: (1) STRIP OFF MINIMUM OF 2-1/2 INCHES OF INSULATION FROM EACH WIRE. (2) CONNECTING ANO SPLICING OF WIRE AT THE VALVES SHALL BE MADE USING DURA SEAL CRIMP SPLICES AS MANUFACTURED BY RAYCHEM CORPORATION. CONTRACTOR SHALL REFER TO RAYCHEM INSTALLATION PROCEDURES USING UL TRATORCH 3 HEATING TOOL NO OTHER SPLICES WILL BE ALLOWED. 3. 2. 6 AUTOMATIC CONTROLLER: _ 1 AUTOMATIC CONTROLLER SHALL BE INSTALLED AS SHOWN AND DIRECTED. CONTROLLER SHALL BE TESTED WITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POWER TO THE CONTROLLER FOR OPERATION AND TESTING PURPOSES. . 2 CONNECTIONS TO CONTROL WIRING $HALL BE MADE WITHIN THE PEDESTAL OF THE CONTROLLER. ALL WIRE SHALL FOLLOW THE PRESSURE MAIN IN SO FAR AS POSSIBLE. . 3 ELECTRICAL WIRING SHALL BE IN A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET. A CERTIFIED ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WIRING TO THE SUB-PANELS, CLOCKS, OR ELSEWHERE AS REQUIRED, IN ORDER TO COMPLETE THIS INSTALLATION. A DISCONNECT $WITCH SHALL BE INCLUDED. .4 CONTROLLER SHALL BE INSTALLED WITH VANDAL-RESISTANT ENCLOSURES AS CALLED FOR ON THE DRAWINGS (STAINLESS STEEL) AS PROVIDED BY THE MANUFACTURER ON ADE QUA TE CONCRETE FOUNDATION, 3.2.7 VALVES· .1 ALL VALVES SHALL BE INSTALLED AS SHOWN IN THE DETAILS AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS REQUIRED BY THE CITY OF CARLSBAD FOR IDENTIFICATION, PER RECLAIMED WATER STANDARDS, IF USED. . 2 ALL AUTOMATIC VALVES SHALL BE SIZED AS SHOWN ON PLANS. GATE VALVES SHALL BE LINE SIZE. .3 INSTALL EACH CONTROL VALVE IN A SEPARATE VALVE BOX WITH A MINIMUM OF 12" SEPARATION BETWEEN VALVES ANO 6" FROM ANY FIXED OBJioCT OR STRUCTURE. 3. 2. 9 VALVE BOX; .1 INSTALL VALVE BOXES A$ SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX. VALVE BOXES INSTALLED NEAR WALKS SHALL ABUT FROM THOSE ITEMS AND THE TOP SURFACES SHALL BE FLUSH WITH ITEMS LISTED ABOVE. .2 ALL BOXES ARE TO BE MARKED AS TO THE TYPE OF VALVE, CONTROL STATION NUMBER IF APPLICABLE ANO IDENTIFIED AS REQUIRED, PER RECLAIMED STANDARDS. 3.2.9 SPBINKI ER HEADS: .1 ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. . 2 NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE ARCHITECT TO DO SO. 3 .2 .1 0 QUICK COUPLER A5$EMBL Y; . 1 INSTALL ALL QUICK COUPLERS AS INDICATED ON DRAWINGS AND AS DIRECTED. SET ALL VALVES PLUMB AND TRUE TO FINISH GRADE AND A MAXIMUM OF 12 INCHES FROM PAVING, WALKS, HEADERS OR CURBS, AND AS SHOWN ON PLANS AND AS DIRECTED. 32.11 BALLVALVES: .1 INSTALL WHERE SHOWN AS DETAILED. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA REVIEWED ---INSPECTOR 11 AS BUILT 11 t.XP • BY: 98 ·014 DATE OAT[ CITY OF CARLSBAD PLANNING DEPARTMENT i-----t----,-..---------·"·------"_ ... -::_-:._-~---_-_-_-_-+_,_-._-_-"_-_ .. -__ _, __ r.~~~~--+-----·-===:====== I sl1 T I ::==:'....'::::============---'=~ IRRIGATION SPECIFICATIONS FOR: [ s31 ,s I RANCHO CARRILLO VILLAGE 'G' ---··--r-.. --··--t----1-----1 ;======::::;~2;::::::;;:::========;;::===~ A~:R_□:ED=~~'c-"f/"---''fZ~=---t~ 3 -77 ASSISTANTt'Li<:NNINC D)RFCCOR DATE. t----i----t--------------------+--~ .. ---+---t-----,f----1~------------------------' -Landscape Arohlteoture • P'lannlD.&' J..ei. Jolli,. Ci:i~tt~ n ( 9255 1'0•11i, Ce11 tre Dri v"', S-u.U,t!I 340 Be.n. Diego, CA 92121 ~3002 619.560.1575 • Fax 660.1660 DATE INITIAL ENGINEER OF WORK REVISION DESCRJPTJON DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL I o~~~~gN~-OWN BY: CHKD BY: ___ _ RVWD BY: PROJECT NO. CT 97-03 CMWD 94-505 ' .. 3.2.12 WARNING TAPE: WARNING TAPES SHALL BE INSTALLED DIRECTLY ON TOP OF THE PIPE LONGITUDINALLY AND SHALL BE CENTERED. THE WARNING TAPE SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH OF THE PIPE AND SHALL BE FASTENED TO EACH PIPE LENGTH BY PLASTIC TAPE BANDED AROUND THE PIPE WITH FASTENERS NO MORE THAN 5 FEET APART. TAPING ATTACHED TO THE SECTIONS OF PIPE BEFORE LAYING IN THE TRENCH SHALL HAVE FLAPS SUFFICIENT FOR CONTINUOUS COVERAGE. ALL RISERS BETWEEN THE MAINLINE AND CONTROL VALVES SHALL BE INSTALLED WITH WARNING TAPE. A SECOND WARNING TAPE RUNNING CONTINUOUSLY ABOVE PIPING TO BE INSTALLED 12 INCHES ABOVE RECLAIMED WATER LINE. 3.1.13 WARNING LABELS & SIGN: INSTALL WHERE SHOWN AS DETAILED 3.1.14 WARNING TAGS: INSTALL WHERE SHOWN AS DETAILED 3.2.15 BACKFLOW PREVENTER· .1 BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, LOCATED AND AS DIRECTED ON DRAWINGS, AND SHALL CONFORM TO ALL APPLICABLE CODE AND ORDINANCE REQUIREMENTS, . 2 EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE BY THE ARCHITECT. 3.2.16 PRESSURE REGULATOR: -ADJUSTED REGULATOR PER PLANS 3.3 CLEAN-UP: AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION Of THE PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. HE SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, ANO CONCRETE AREAS ADJACENT TO THE PLANTINGS. END OF SECTION ~~ \. ~ L!Lndsc11.p,e Archlleclur~ • :Pl!LJH:i.tn& L!L Joll!L Ceutrll U 92~6 To"lll"u.e C111:p.tre Drive, Suite !)al-0 ~ ~ .... .--.. S&lD Ol~gc, CA 92121-3002 ...,__..-, \ 618.550.1575 • Fe.::i: 66D.1680 ------jf----f-----'·~-·--------------- . _,, ..... ,,.,•,~---·-··-----+ ---,---·-·····-·-·-· ·-···-----•~ -------------------------. ·-----+ .,,, ________ ,, _____ _ DAT[ INITIAL ENGINEE_H Of WORK REVISION D~SCRIPT:□N APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS II b. s Bu I L T I/ RL.t; ______ EXP.·····---- REVIFW[D BY: -~---------------------1 NSPE C TOR DAT[ DATE ' --1----:,:---l .. zs. H~-- 1 I CITY OF CARLSBAD I-S3H[[l]S Pt.ANNING Df.PARlMENT . ==:...'::::================--· IRRICAl!ON SPECIF I CATIONS 1011: f---+-----,-..... ,_,_ RANCHO CARRILLO VILLAGE 'G' A~~:~vrn_~£f'_g- --+------1--ASSISYANT ?I ANNING OJRECT0f1 --------- cAll 'NITIAL CITHER APPROVAL DATE INITIAL ---··- Cl~Y AP'ROYM D ~~ BY: CHKD BY: ___ _ Rvw1; BY: ...... ----•-CT 97-03 .f:f:li_ 1 DA ff _ i J;A~~~~t-] CMWD 94 ~, w - VV7 DATE: 7/30/98 PREPARED BY: -·~--~ ------JOB NUMBER: 98-014 MARVIN H_ TANIGUCHI ----JOB TITLE: RANCHO CARRILLO VILLAGE "G" HGL:700 1-----· -- ---ADJUSTED PRESSURE· '"""'kl(Jil HYDRAULIC CALCULATION ,-,~--, ~ETERNO.~ -" • . -,~;;'.;,)),,ii'~~ . SYSTEM: l"'h!/f/i!iik1,:ll':':;//til GPM-}ii-• 1 .. •',_, ,<,. v~•,'.v :,> , • - J STATIC PRESSURE:151 , ~ lb\ lii:51 '1] S""'~~"""{ ~~~~,"~lt'i "'" . ,,~i~,-~-< <>t w,r ~:s:❖-V -< • ', <•<< a,: AR, svs M f!iSS~ . ~1<; ,'.Jtil+frvJ ~:, )fiWfJi\t:,;4t11;k(,·\.ifoit IZf:l·•v:\/Ni:'z:e,e1£<JSS.•'s WATER METER(IVIAX FLOW_rno GPM): 2" 7.80 1--·· ... ,. ·----·-! BACKFLOW PREVENTER: 2" 9_00 ..... ,. . ---" --. REMOTE CONTROL V!'LVE 1 ., 7,00 --.,,,, IRRIGATIO.N SPRINKLER HEAD (OPERATING PR8'IBURE): 30.00 ------MASTER VALVE: 2" 1 _oo 1----· -· -·-·-GLOBE VALVE: 0.00 -· ------··--CHECK VALVE-3.00 --BALL VALVE: 3" 1 .00 ~·-. --·--·--PIPE FITTING (ALLOWANCE): 5.00 :_f.J.YpiJ~Qt_ti:Q·llAQieff ~.N~~}f!;'\\@i'.4iit~;!:~;;:i~l($l~tlfl??f~~ififij~~~ii!@~l~i~l~ ~v - HGL OF STREET MAIN -ELEVATION: 352 -·-· ._ ELEV, OF IRRIG. HEAD@ HIGHE&'T POINT: 43 7 ! ELEVATION DIFFERENCE: 85 - !:LEV. OIFF. X.433 ' 36.81 cifAssiooillt¢'eiPe'wi::l1:-1Leaesiroffi!i/H¥'*11i:,!iiwV£H>i"'i'i"ili!l , ___ :. ·········"'·'·,. . .. ·' ............ ,,,.1:<. .N •• :., .•. :. _ .. ,,._._. ,,,,;.,., •.• , ... , ... , ., ... _ .. : ._ .• _, •. ,__,_ . 0~~. w~~.n,._ .,_::::::, ~~h,L,-,i,hN,~: PIPE SIZE LENGTH <?PM PSI LOSS ! ' -'•. . .. ----3/4 ., 80' 6.4 1 ,40 . ... ,,,. ---., 1 55· 14.2 1 .43 1---· --1 -1 /4" 20' ' 16 .8 I O 23 _.,. --•-• -1 -1 /2" 25' 37.6 ' 0_63 2" ~ 4-2-1/2'" : 1. SUB TOTAL 3-_,6 9 _ ·--· .. ···- -3.69 CLASS lli s, RVC etee; ,PBES.SUl;llfMA!NMNE:llliti,itJj) l: :fl\)}1:l.ii H~ - PIPESIZE LENGTH <?PM PSI LOSS -·· ". 1 -1 -,-/4 .. . --1 -1 12·· , ..•. -2" ---2-1 /2" 3· 780' 37.6 1 -•-•----'"' . 1 7 ···-·-.. 4· 260' 37.6 0.1 3 ~----·------- >--SUBTOTAL 1 .30 1 .30 TOTAL PRESSURE LOSS: 105.59 ·-----"---•--·- !---·· ··"'· AVAILABLE PRESSURE (PSI): 1 10 _QO ~----··· AVAILABLE RESIDUAL PRESSURE: Hlfa@!MSit[UUt~U: •.. .. >--------·-PRESSURE ·--- ' ADEQUATE LOT 359 11. 73 I 1 -1 /2" ---t--- 2" --+--2-112" 1--·--+-- 4.59 PIPE SIZE LENGTH GfM PSI LOSS -1 • 1----------1 1 -1/2 • 1--- 4 0' 1 5 .6 \-_ _:::0-'---.4'--=8~--+-----,-------1-------~+-----. 2" I-•-"•--- 2-1 /2" '-------+--3 • -+----+-----~----.- -----+----4• SUBTOTAL 0.48 0.48 1------+---------11-----TOTALPRESSURELOSS: 67.20 _. --+--___ , __ . AV .. A.ILABLE,,f_'RESSURE (PSI): -75.00 AVAILABLE RESIDUAL PRESSURE: ----+ PRESSURE ---........ --i---------- ADEQUATE VV15 DATE: 7/30/98 _[PREPARED BY: JOBNUMBER: 98-014 -----·-MARVINH.TANIGUCHI JOB TITLE, RANCHO CARRILLO VILLAGE "G" HGL:700 HYDRAULIC CALCULATION --ADJUSTED PRESSURE; )ti[!jfrgj;:ji(i'!Fl;;it METER NO,_ )jii!i!BJllli SYSTEM: V' ij~;jfSJ:Jfo,i':d -GPM: }!F,1\M~ STA TIC PRESSURE:151 '".•.·····.·.•, .. ,.•·• ... ·•.•"'.·.·.-,,A' ... ·· .. · •-.,, ... ·•=.-li!i!M·· .. ·.·.•.• , ..... ·-"·"'·.·-.. · .... •.·."'.···.·.'!\,ww.",H'iii1J0.1m-½,.'.\.\r. Ht:wi.*!m'.'.".'''.·.·•.'."".·'.'·''.'"." . ...,;r.•,.,;.·11., . .,. . .,..·"·"··· ... · ·.•··+.,:o• .. , ··s«·.•""'.-" :Q'T~~M~~)?~J~~~ _);;~~F'9:!&d:®b0!fy :~ · 'i -,;;:;::~i:s=;k:?:iijkii~: .Aitntk9'?TI?:Sl~~:i:;j,uu,\:=i:1;:::;:~~'""'· · ... · .Q.:i,:,·,::,· . WATER METER(MAx_ FLOW 100 GPMl: . . . 2" 7 -80 , -BACKFLO'I\'. P,Fl_E:VENTER: ----2" 9. 0 0 REMOfE CONTROL VALVE: 1-1 /2" 2.20 -~l~RR"'l"'GA7J=1o'c-Nc-c-=S::cPR::--:IN:-cK:::LE--::::Rc:-H:::EAc:-:::'D':: (O:::P:'=E:::cRA':-cT;;;IN~G=PR=.EsSURE): 3 0 , O O fv1ASTER VALVE~ 2" 1 .DO ----; GLOBE VALVE; 0-00 CHECK VALVE: 3_00 BALL VALVE: 3" 1.00 -··, ·------+-cPcclP:::EccFc.clTT=IN:::Gc";(A-;--;Lc;-L-;;O:;--;W:;--;A-;:--;N:;::-C~E); 5. 0 0 :HVDRAOLIC::oRA6gj:t:H.ANG:~;tJJGTuffajffJMt&i~rn:t{tf{ijfJ~ti\\):ti\~~ji~l~iQ~): w.~;.,:•M•m,,w.w.•,,·,---.--,,.-, • •" • ~"'°"'"°"'" • •' • >, '' .,. 3/4" 70' 7.8 2,00 . -~"~----· ,, ., ---~ ... -.... ,_,. _____ 1 . 1 1 O' 15.6 3.42 1-1/4"' 95' 23.4 1. 81 .,,,, ..... _, __ ., .. ,. , . ....... ,. 1 -1 /2" 2" 40' 46.0 0-48 2 • 1 /2" SUBTOTAL 7.71 7. 71 'GiliA'i3$~1$iBYJt:e1e1;+:!!8S$$!.IB~iMAi~t;1Ngjiiil,\,'!jj~j!J(:/:t1!!1ii1i PIPE SIZE LENGTH G'M PSI LOSS i 1 -114" 1-1 /2" 2· 1---~------j------,---------+-----1------t 2-1/2"' -"" ·---. -+---,-:--,---------11-------:--:-:,------------j-~--:: 3" 360' 46.0 0.90 .,,_, ------ ----., -~·-·· 4· 1300' 46.0 +---0~-~9_1_-+-- SUB:_T_:_:O::_:Tcc_A=L----1_----'-1 :_c•8~1--'-_ 1.81 -,,_ . _,__ TOTAL PRESSURE LOSS: 97 ._9_6_ ____ _ -AVAILABLE PRESSURE (PSI): 11 0, 00 1----------1-----------------·-+-----A-VA~I_LA_B_l_E_R_ES_I_DU-Ai PRESSURE: jilifi:J;!J(i!li•i:}i PREoSURE ADEQUATE TT31 f---····· ----+-- 1----, ___ H_G_L_O_F_S_TR_E_ET __ M_A_IN_E_L_EV_A_T_ION__;~._3_5_2_--+--------t--~- ELEV. OFIRRIG. HEAD@HIGHEST POINT: 394.6 ~~S$i~Q:R¥~ie!~~~~#~[~ij~~~~,~!l1t~·1;·!1•f\~lii'~1l:''\i;_,ii/ ,,,v_ 0 _"_"-_'-_.,_'--t'I. _ 1 _ 8 ·_ 4 ~_ PIPE SIZE LENGTH GfM PSI LOSS ~·--1----+--------,-----~ ---·- 314" 110' 6.4 1-93 j '"""···-- ~--,•- --•-r-------< --r-~ 1 " 120' 14.2 3.00 ., i !------1-1 /4" 20' 16.8 0.22 1 -1 /2" 35' 35 0 0.77 2" - 1-114'' 1 -1/2" 2" -1------t----+------+------+-----, ··- -----+-----+-------+-----+ ----2-112" ~-----,,;:____c=--+--------,--••-\---. n---c---::--:---+------+--___ , 3" 780' 35.0 1.70 I-···------+------+-------+--~-----, ----·+-----1 4" 1560' _ ., =3::--::5=.o--,------+ __ o=-,-::-cs2 --+---·---+~--__ _ ~------+-._-_-__ --+'-SUBTOT~L-i:·· 2 ~;~P,-1,-PRESS.~U-RE-LOS~S-t: -=,}:~~3s=-2_;:a=------l- --+-----_ ___!.VAILABLE PRESS.URE (PSI): 110.00 I AVAILABLE RESIDUAL PRESSURE· iSfi$2:f%iL I l Laodacape A;roll1tecture • Pla.nnln.& La Jolla Cfi.lntre II DATE INITIAL PRESSURE ··--- ADEQUATE I EXP. DAlE 3b!!OI WM Towne ~nhli! Drive, Sult1;1 340 S,u:i Dl&ao, C.A 92121 ~3002 018.060.1675 • FU 660.1680 ENG !NEER OF WORK REVISION DESCRIPTION 11 AS BU I L T 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS REVIEWED BY: --·----------l NSPECTOR IRRIGATION CALCULATIONS FOR: DATE INITIAL DATE IN!TIAL OTHER APPROVAL C !TY APPROVAL RANCHO CARRILLO VILLAGE 'G' APPROVED OWN BY: -·--~ PROJECT NO. CHKD BY: __ _ RVWD SY; ______ _ CT 97-03 ...... ··- DATE DATE DRAWING NO. 365-9L we _ ... I I I I '5 GjAL-- ENTRY AREA 1.--0-r 396 SCALE: 1 ";;::: 20' B 54i,L 12. 5C,.AL--. \6\ &-:3~''1:3ox: 3-4£' ~)( 7 . ~ Jto.c ACU. f'IN CAN HE,J i--lYB. PLANTING PLAN 0 1 O 20 40 i GRAPHIC SCALE IN FEET • W ',I lc.l: l Sl7E IS LESS THAN 21·· X 3G·· IT IS A 111:UlJC~D FHINT SCALE ACCORDINGLY ... 80 ; lc'HA INI:? 1CLA.1 34 I // /I \ 1) I; I I I I I I II I I I REC~ LOT 345 i---- SCALE: 1 "= 20' NOTE: ALL AREAS LESS STEEP THAN 3:1 SHALL HAVE A 3 INCH LAYER OF BARK MULCH. THIS INCLUDES THE RIGHT-OF-WAY AREA ADJACENT TO THE TOP/TOE OF SLOPES. ll·l519 f ~= ' . . 2-1 I {.,jAL.- 5 2-15 <'f-"1-,. 3-24"Box IB''O.C. I 6,AL-. 4 SIR F'(le !<AW. • 24"eox APPROVED FOR I --0 :P 2. "ei 0 PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS 11,16.'~ '.) J,y,, PLANTING PLAN 11 AS BU IL T 11 -----.. ---·--· --····-··-·"- RLA EXP. RF VI F 1/E [) BY: l\JS"ECTOR / 98-014 DATE DATE ~~ ~----~ A.#tTlt-.9 -.. ·-___ ,,, __ , __ -~ """ ~ CITY OF CARLSBAD SH~ETS FXP. JATE 9 31·01 Landscnp~ Architectu:re • Pl$D.lling LB Jolla Centre II 9256 Towne Centre Drive, Suih 340 .---,. San Diego, CA 9~121-3002 910.56LU575 • Fu 550.1580 . - ,--.. .. ' .----·· ,-- ·- DATE INITIAL --ENGINEER Of WORK '~u 5t-l'[_ ~, ft::12-Hw R...J-.Hnl-lt/' !:/":'r'_:--OUJ) . ·--·---- -···-·"'" . .. -----. ···--···---- .. -----··--··· . --···-····••' , .. ... -··-·-.. .. . . --· -.. --- ---. -------. --. R[VISION Dl:.SCR\PT)JN -· . -·-31 2 PLANNING DEPARTMENT ·•"'"-P_ANTING PLANS FOR: .. -RANCHO CARRILLO --·-·-····-··-- VILLAGE I GI ; . -•~- l APPROVED~ f-5-77 .. , ... _, __ . ' J .. "' """ . ' -ASSISTANT PlANN:NG DIRECTOR DAT[ ow, By' I PROJECT NO. I ORAWINC ~□-DATE INI-IAL DA-E INITIAL CHKD BY: ~-~~---CT 97-03 365-9L OTHER APPROVAL CITY APPROVAL RVWO BY:~---.,_ c,J .- ' .. ' -..:.. ·--': , ' -. - !~-~;~~·. .,,. ' ... ... .. ~ ... '. .... "' M \ :· .... ,._.,,,,__, ' ' I \ .. .. 0 P1N.CAl;'i, I '.37 • i-------"------""1"';;.:241:nl'::1 ~:,;:::-;--¾-,,. __ -¾ - ' ' . : ! • I i i ' ' . ' I I 16,-AL I 6jAl-- I ' . FIRE SUPPRESSION :ZONE 1 FIRE SUPPRESSION .ZONE :! FIRE SUPPRESSION ZONE 3 P-f'f.' coe. F"L.Ai-5 K"HA. 1Nt7. 'CI...A.1 IS / II NOTE:'. . ' ' . FOR FIR~ SUPPRESSIO'M ZONI$ LOCATED ,WITHIN NATIVE (UNGRADED) AREAS,·. MOWING OF GRASSES SHALL NQT BE , PERMITTED BEFORE SEPTEMBER.·. THINNING OF SHRUBS IN THESE AR-EAS 1 SHALL BE DONE: FROM• SEPTEMBER I THROUGH MARCH ONLY. j,FIRI: SIJP.P~ESSION ZONE "2'T ~~F1l'IE:$0PP8ES$10N ZONE}: f-'" LOT 395 · · OP!;:N SPACE . t21-¾' lflt?. isf't' IJ.,+· ' ·•. . ~fr"'I~ \IAlt.1 J-SZ.. Ci::'.A. ICOf'l I /tf,5, • ,o}--___;:::.:.;...;....:;..::..:..:.._+~;.._- 1 qAL-, ffl, cot"\. 15 l5qAl-- LOT 396 OPEN SPl<CE -0 0 I fl VI~ ~ ~ 8 ( 361.0 ) 0 0 fi.i>t· ".,1-0\ ·····~· ""' '.:-" ': -·:··;··" ,,,. ' . ,•• . ~ Landscape Architecture • Planning:: La Jolla Centre p 9255 Towne Centre Drive/Suite 340':: ' San Diego, CA 92121..Jl!OZ 6W 550,1575. • Fax 550-1SBO 0 0 . . . 0 40 8 (374. 7) @ ( 379.8 ) @ (407.,j. · . . ~-r'' . ,. I ' • 0 z 1-w w ::z::: U) w w U) ✓-,.,. _;';,:•·, _,,... • .. ···/ ... , .. ····,< .,.. l~:1'.,._,.-·· ·..,... ,..,,,,,.... ..., NOTE:1 /·.A/.•t:.l~FIEAS. t.E~s(. s TEE. P.>cf. HA.l\l!j ,------11 -A-S--B-U-IL ........ T-11--· 88---o-14 ...., .. ••········ ,8':1/ SHALL .. HAVK A. 3 1f'lC:H' .. , .. ,, ... •· LAYER .,OF BARK ntlULCH~ ,tHIS •• ••·····••••• 1 ~•-~'"''· •' 11:'lCLUDES THE·;RIGHT"bF-WAY ... AREA>< ArlJACENT.,.-TO··• 'TlfE · ,T◊P/TO~ Of/ SLOPES. / ... .• . .,..r.::...._ ____ ,.,;;:........,..,,,. c,,::', ~---,-"_..::..,~ II() --- ·. APPRQVEDFOR PLAfn'ING F--=-----------------1 . / AND ijill:IGAJJ()N G1'ilL y . REVIEWED BY: ,,.,., , ... " ,/' ,.,, : •,:,,,, ·' ... -INCLUDINGPRBCISE' .... GRAPHIC SCALE I'= 40' LOCATION OF PLANTING AREAS . INSPECTOR DATE ~ ~ ~ CITY OF CARLSBAD ~ t-----t----+-----------------t-----ic----+----i-------t ~ PLANNING DEPARTMENT ~ ll·S "\ ~::::::::'..::::::::===============..::==~ P{JAN"TING PLAN fORII RANCHO . &'ARR I LLO RANCHO CARRILLO VILLAGE 'G' t------1--+----------------+----lf---+---+------I OWN BY: __ _ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ _ REVISION DESCRIPTION ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. ~CT97:.:037 . • I t, \cl_l U3'1'\ lg-4, dQn ~• \ll~P"""'\CQICOOIP-p,tn il-,t,l'R-19i8 111'1<1 DRAWING NO. ''365-9[1 _, • ~ . i . ·e (389.0 )' · ...... @> (389.6 ) LOT 395 OPEN SPACE 8 ( 392.9 ) I C,,AL--. 1510.C-. . I ~,-l.J41, M? (i; i'5'p,c., C-1;:A, IF; !;l,.l 20 0 40 80 120 -- GRAPHIC SCALE I'= 40' j;;>'f,O-'!>l·OI Landscape Architecture • Planning La Jolla Centre ll 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 6195S0,1575 • Fa, 550:1580 .. C j'.,}I I -1 'i of' c:J r ,:,"> ,. G DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK \ @) ~ . 0 z (388.3 ) t-w w ::c u, -•· w w U) NOTE: · FOR FIRE SUPPRESSION ZONES LOCATED WITHIN NATIVE (UNGRADED) AREAS, MOWING OF GRASSES SHALL NOT BE PERMITTED · BEFORE SEPTEMBER THINNING OF SHRUBS IN THESE AREAS SHALL BE DONE FROM. SEPTEMBER THROUGH MARCH ONLY. NOTE: r ALL AREAS LESS STEEP THAN 3:1 SHALL HAVE A 3 INCH LAYER OF BARK MULCH. THIS INCLUDES THE RIGHT-OF-WAY AREA ADJACENT TO , THE TOP/TOE OF SLOPES. • WALLS ANO FENCES ARE SHOWN SCHEMATICALLY FOR REFERENCE ONLY. ACTUAL LOCATIONS AND TYPE MAY VARY SLIGHTLY. 98-014 "AS BUil T" N\Afl.,;::,oe, DATE OTHER APPROVED FOR PLANTING AND IRRIGATION ONLY, REVIEWED BY: INCLUDING PRECISE LOCATION OF PLANTING INSPECTOR DATE AREAS. IMETI CKTY OF CARLSBAD ~ \ ' INITIAL DATE INITIAL APPROVAL CITY APPROVAL PLANNING DEPARTMENT PLANTING PLAN FOR: RANCHO CARRILLO RANCHO CARRILLO VILLAGE APPROVED~//{} · ASSISTANT-PLA11'.iNING OWN BY: CHKD BY: RVWD BY, DIRECTOR PROJECT NO. CT97-03 f, \d. l?.37\ I pS, <l<:11"1 p•\~_p,a,n\CsllCCffl'l-De~ 21·APR-19SI! 11•5~ 'G' f:f~1t_ DATE DRAWING NO. 365-9L ~ • 0 z t-UJ w :c en w w "' B-1 B-2 B-3 AREAS N·~,t-<r: E.irel! ,H.,.,_ i!!-• m!nll""11J~ -'ti>------------~-------------~()ft. e,H pl.tn CITY OF CARLSBAD FIRE PROTECTION PROGRAM POLICIES AND REQUIREMENTS: F.3-1 CONDITION A -MANUFACTURED SLOPE FIRE PROTECTION (SEE APPENDIX F.2) PERTAINS TO MAN MADE SLOPES ABUTTING HIGH RISK FIRE AREAS AS DESCRIBED UNDER SECTION II C.1 SECTION BJ -MEASURED 20' HORIZONTALLY FROM THE OUTLYING EDGE OF THE STRUCTURE($) TOWARD THE ENVIRONMENTALLY RESTRICTED AREA AS DEFINED BY THE CITY. FIRE SUPPRESSION ZONE 1 FIRE SUPPRESSION ZONE 2 FIRE SUPPRESSION ZQN!: 3 1 @) LOT 396 OPEN SPACE @) ( 388.3 ) 8 0 NOTE: FOR FIRE SUPPRESSION ZONES LOCATED WITHIN NATIVE (UNGRADED) AREAS, MOWING OF GRASSES SHALL NOT BE PERMITTED BEFORE SEPTEMBER. THINNING OF SHRUBS IN THESE AREAS SHALL BE DONE FROM SEPTEMBER THROUGH .MARCH ONLY. Partial::, rGStrictad ro,J r yt.H''4 Yoe •N;;, fro,:,11 1;1r ~r,,-,.t,11 •~.-,1,;::,;::ilv.-, !',;;,.,,;.,..,_ ~.f, • .5c:l,::_,1,1,c: Prunln.:i ,;,f (em"v_.1 "' HieJli l"~,:I eO'l. ot t,r,., Mo.1,.-r"'"',: 6"'''t. r,f '-l'ID M"di:r•t,: ::,p<l'~lt,, F11c,I ~Fc,,in Y',;,l11m,;:: Futl 5pc,.:;ir:o Y.:i!~·mt " 100:Z. R~irH•~•I 1;1f 0Hlgh fu,,I ~p,:ej,.;t, 1007, j!'.,;::mc••I cf H;;'!h Fulll ~!"tcrtt "CONDITION B" -Manufactured ~!apes ~ f'Ol1'. r'tAl'-/T1t16\ •H'TT-l. I~ ~, <£!;. /· .. -· Ru:_ AKf'A ~-LJ~ 5H"r: 2.2. Vli . .J-A-6<f:: "T]'.'p.1 l- 15 f1HCAN lire sec/ion$ FUTUR~ RANCHO CARRILLO VJLLAGr 'F' PHAS~ 4 AP"r Cote yµ...-!PW. t1c,,-J & I'$' o,c.,. ----~1...:.4...:.9_+--'r'i---'~-=--1.:...:K:::..::--r.c:...· 1----<. I q.AL. LOT 395 OPEN SPACE sz_ irrigation plonting Ut1tc:~tr!ctcd ·r·c~ r ,ya t~ SECTION A-1 -MEASURED HORIZONTALLY 20 FEET OUTWARD FROM THE OUTLYING EDGE OF STRUCTURE(Sl, 1 . PLANTED WITH GROUND COVER OR LOW GROWING SHRUB SPECIES (LESS THAN 3' IN HEIGHT) KNO~ TO HAVE FIRE RETARDANT QUALITIES. 2. NO ·TREES OR SHRUBS ALLOWED. 3. IRRIGATED. '\ SECTION• A-2 -MEASURED HORIZONTALLY 20 FEET OUTWARD "l'ROM THE OUTLYING EDGE OF 9ECTION A-1. 1 • PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES KNOWN TO HAVE LOW FUEL CHAR4CTERISTICS. 2. NO TREES ALLOWED. 3. IRRIGATED. SECTION A-3 -MEASURED OUTWARD FROM THE OUTLYING EDGE OF A-2 TO INCLUDE THE REMAINDER OF THE AREA BETWEEN SECTION A-Z AND HIGH RISK FIRE AREAS AS DEl,CRIBED UNDE'6 SECTION II C. HORIZONTAL DISTANCE FROM THE sffiUCTURE(S) TO UNTREATED HIGH RISK AREAS SHALL NOT BE LESS THAN 60'. 1 . "PLANTEQ WITH LOW WATER USE NATURALIZING PLANT SPECIES KNOWN TO HA~ LOW FUEL CHARACTERISTICS. 2. TREES ARE ALLOWED BUT SHALL NOT BE PLANTED CLOSER THAN 20' APART. 3. IRRIGATED. F.3-2 CONDITION B -NATIVE SLOPl::S-WILDLAND FIRE SUPPRESSION (SEE APPENDIX F.2) PERTAINS TO AREAS WHERE REMOVAL OF ENVIRONMENTALLY SENSITIVE NATIVE VEGETATION IS RESTRICTED WITHIN THE FIR"E SECTIONS. C -l C-2 C -3 AREAS """ Partial Yc:!!i YI!'~ irrigation -+-.c...;;.:....:..;--=-.:..._+---'----'--'::..C:....--t-----'----'--'--------(--c • L"w 1'-1t,.1 '.!'~u;1,.~ • u,,, !'ud Sp~,;:1~, PI ant.in 9 -+-----+-----'--'--'-=c..-t---~----1-- • N•-:.~••li1.in,11 "" '; COIO",!, -:'r,.,.;, "" ~1"!1r 1-1'.:or 20 I ,',Vt 1. REMOVAL OF "HIGH FUEL AND MODERATE HAZARD SPECIES"' AS LISTED IN APPENDIX F. 1. 2. PLANTING WITH GROUND COVER OR LOW GROWING SHRUB SPECIES (LESS THAN 3' IN HEIGHT) KNOWN,_ TO HAVE Fll'IE RETARDANT QUALITIES OR AS OTHERWISE REQUIRED BY f14E CITY. 3. NO TREES OR SHRUBS ALLOWED. 4. IRRIGATED. SECTION 13"2 -MEASURED HORIZONTALLY 20 FEET OUTWARD FROM THE OUTLYING EDGE OF B1. 1 . REMOVAL OF "HIGH FUEL SPECIES" AS LISTED IN APPENDIX F.1. 2. REMOVAL BY SELECTIVE PRUNING OF UP TO 60% OF THE VOLUME OF THE "MODERATE FUEL SPECIES" AS LISTED IN APPENDIX F.1. 3. Rl':PLANTING WITH NATURALIZING LOW FUEL SPECIES. 4. TREES AND LARGE TREE FORM SHRUBS (E.G. OAKS, SUMAC, TOYON) WHICH ARE BEING RETAINED SHALL BE PRUNED TO PROVIDE CLEARANCE EQUAL TO THREE TIMES THE HEIGHT OF THE SURROUNDING UNDERSTORY PLANT MATERIAL OR SIX FEET, WHICHEVER IS HIGHER. DEAD AN0' EXCESSIVELY TWIGGY GROWTH SHALL ALSO BE REMOVED. 5. IRRIGATED. SECTION B3 -MEASURED HORIZONTAi.LY 20 FEET OUTWARD FROM THE DUTL YING EDGE OF SECTION B2. THE OUTER EDGE OF 83 SHALL EXTEND HORIZONTALLY TO A POINT AT LEAST 60' FROM STRUCTURES. 1. REMOVAL OF "HIGH FUEL SPECIE'S" AS LISTED IN APPENDIX F.1. 2. REMOVAL BY SELECTIVE PRUNING OF UP TO 40% OF THE VOLUME OF THE "MODERATE FUEL SPECIES"' AS LISTED IN APPENDIX F.1. 3. TREES AND LARGE TREE FORM SHRUBS (E.G. OAKS, SUMAC, TOYON) WHICH ARE BEING RETAINED SHALL BE PRUNED TO PROVIDE CLEARANCE EQUAL TO THREE TIMES THE HEIGHT OF THE SURROUNDING UNDERSTORY PLANT MATERIAL OR SIX FEET, WHICHEVER IS HIGHER. DEAD AND EXCESSIVELY TWIGGY GROWTH SHALL ALSO BE REMOVED. 4. NON-IRRIGATED. E•~h ar,:,,11 ;j .i1 "20tr., $.:~ p;Jll'I _"CONDITION C" -Mo.nufactured Slopes Sp:u:o~ ireef; 1/20,00ef -max. fire sections Width vories AR EA S AR EA 2 AREAl • N•fur.1!lz:lng tr"9il • :\'.!1Lur•ll~in~ ~e, "ti clOf><"' "11,:,~ 20' ttt<rt •p11r~ .. \ -+ d q + \L .,.... .... l Sp.ar5C m~c.iium !&iir:l trl!'I!'!> two pi:r lot m~x i.Jt'lf'-'St.ric::';-t"tl •l!'.ii!r y~r-d NOTE: .. ---.~ . . . ' . . •, . . -. . .. .. ·-. . . . . •. . . •, ~ fcail ALL AREAS LESS STEEP THAN 3:1 SHALL HAVE A 3 INCH LAYER OF BARK MULCH. THIS INCLUDES THE RIGHT-OF-WAY AREA ADJACENT TO THE TOP/TOE OF SLOPES. lot max:. Unr~&t-rict~~ rear yard A-1 A-2 ,,A .... '3 .. ' AREAS No,;.,:· ~11.::n ■r,..11 It-• mlrimum .... ------•--------,,..,,--~~---------<.-~ Z01't. 5 _..., pl.!1111 , ·•Ne frcoJll r;;;r s~, .. ~• i::,.m,,v■I !'.JI hi,]~ F,_.,.I S-p.:1':~" 1007.. i::~m<>·,■' "F M:::11! "'-~I l:!-po.:,0111 flan<;,c~ lhi,'1ni::d 40' No 100-., 2: .. mov•I ,:,,f H•~~ i=,...,t sr~,1~0 fhin)'l~d 60' iuigation "CONDITION A",-Manufactured and Natural Slapes fire secfions 40 20 0 40 80 120 ----- GRAPHIC SCALE I'= 40' "CONDITION D II -Mariufactured /,'re sections G ~use~ ~--~;.~ s "l!;f ~ \'\ = -~'r,;.'J,i:, , 71 , ,( uate £~, ~tJF r~~ e_.cf-~-~1-01 e Architect\lre • Planning Landscap L 9255Town San D 619 55 a Jolla Centre II e Centre Drive, Suite 340 iego, CA 92121-3002 0-1575 • Fa)(.550-1580 Low Fu,::I Shr-ub~ S!_opes DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK -- DATE OTHE., 98-014 "AS BUil T" APPROVED FOR PLANTING AND IRRIGATION ONLY, REVIEWED BY: INCLUDING PRECISE LOCATION OF PLANTING INSPECTOR DATE AREAS. I z~T I CIT1:' OF CA .. RlSB,~D i I s31Ts I PL ANNl~G DEPARTMENT PLANTING PLAN FOR, RANCHO CARRILLO INITIAL DATE INITIAL APPROVAL CITY APPROVAL RANCHO CARRILLO VILLAGE APPROVED:~~j/ -, n'7 ASSIST AN PLANNING DIRECTOR OWN BY: CHKO BY: RVWD BY: PROJECT NO. CT 97-03 F, \,j_ I :i 237\LP€.. d<;in p, \(l_pt,n\,:c, 10:a!T'j:). po,,- 21 -AP~-I !!198 r,~s 'G' 8~3-fz_ DATE DRAWING NO. . 365-9L - DEPTH OF ROOTBALL • 0 I 2X ROOTBALl RIGID PVC DRAIN PIPE POSITIVELY DRAIN 8, DAYLIGHT AT SLOPE ONTO 1/2 CU. FT. GRAVEL. LINE OF 2°1 SLOPE 4 TREE TIES (MIN) TWO AT TOP OF STAKES OTHERS WHERE NEEDED TO SUPPORT TREE TREE ST AKES SET OUTSIDE OF ROOTBALL 4" PERF. PVC DRAIN PIPE TO BOTTOM OF ROOTBALL W/4" PVC DRAIN CAP/GRATE <BLACK) 6" MIN. BASIN FINISH GRADE FERTILIZER TABLE TS PREPARED BACKFILL MIX ROOTBALL -SET 1" ABOVE FINISH GRADE SLOPE 1" /FT. 4" PERF. PVC DRAIN PIPE W/4" PVC DRAIN CAP/GRATE (BLACK) 4" PVC CAP/GRATE .IN 12"x12" o" PEA GRAVEL FILLED SUMP. WRAIP W/SOIL SEPARATOR TO COVER 8' FAS TEN TO HOLD. A TREE PLANTING & STAKING ON SLOPE NO SCALE 5'-0" LENGTH WHITE SURGICAL TUBING OVER GUY WIRE <TYP.l DEPTH OF ROOTBALL ' 0 I ' ..,. O· ,z N~ 12" 2X ROOTBALL SPECIMEN TREE PLASTIC HOSE TIE GUt'I' WIRE REQUIRED TO SUPPORT TREE (3-REQUIRED) 4" PERF. PVC DRAIN PIPE TO BOTTOM OF ROOTBALL W/4" PVC DRAIN CAP/GRATE <BLACK) 6" MIN. BASIN FINISH GRADE DEADMAN (TYP.) 4"x4"x18" RWO. MX ROOTBALL -SET 1" AIBOVE FINISH GRADE SLOP 1"/FT~ 4" PERF. PVC DRAIN PIPE W/4" PVC DRAIN CAP/GRATE <BLACK) 3 " PEA GRAVEL SUMP ®~T;..;.R.:.;:;E;.;;;;E~P.;;;..L A_N_T_IN_G____,;&_;G~U_Y_I N_G ____ _ NO SCALE PLANTING DISTANCE SCHEDULE FEET ON CENTER ROW DISTANCE SET BACK 'A' 'B' 'C' 8" 7" r 1'-0jj 101/z" 11" 11-311 11" 11-011 11~6 1' 1'-411 11 -011 2' -0" 1'-911 11-6'' 31-011 2 1-6" 21-511 6'-0" 5'-2" 51_6,1 81-011 6'-11" 7'-6" 10'-0" 81-311 9 1~6'' 12'-0" 10' -5" 111-511 20'-0" 17-4" 19'·6" ' 0 I DEPTH OF ROOTBALL <JJ 12" 2X RODTBALL ® TREE PLANTING NO SCALE DEPTH OF 111 .··•· ; . ROOTBALL --·,, 2X ROOTBALL SHRUB 4 TREE TIES (MIN) TWO AT TOP OF ST AKES OTHERS WHERE NEEDED TO SUPPORT TREE TREE STAKES SET OUTSIDE OF ROOTBALL 4" PERF. PVC DRAIN PIPE TO BOTTOM OF ROOTBALL W/4" PVC DRAIN CAP/GRATE (BLACK) 6" MIN. BASIN FINISH GRADE TABLETS PREPAR D BACKFILL MIX ROOTBALL-SET 1" ABOVE FINISH GRADE SLOPE 1"/FT. 4" PERF. PVC DR.oJN PIPE W/4" PVC DRAIN CAP/GRATE <BLACK) ¾" PEA GRAVEL SUMP STAKING SLOPE 1"/FT. 3" MIN BASIN FINISH GRADE BACKFILL MIX FERTILIZER T AIBLETS ROOTBALL -SET CROWN 1" AIBOVE FINISH GRAIDE DEPTH OF ROOTBALL 2X ROOTBALL PALM TREE 4" PERF. PVC DRAIN PIPE TO BOTTOM OF ROOTBALL W/4" PVC DR,oJN CAP/GRATE <BLACK) 6" MIN. ASIN FINISH GRADE -111 111 Ill 111=- PLASTER SAND~ PUDDLE 8< SETTLE PRIOR TO SETTING TREE SCARIFY SIDES 8< BOTTOM SLOPE 1"/FT. ~--...c4..," c...P,=EcccRFcc•..c.P--'V="Cc._,c;.D"'"R'°"Al,..,N.,,P..,1,..,PE~= W / 4" PVC DRAIN C.oJP / GRATE (BL AC Kl ~ GRAVEL SUMP ©_P_A_L_M_T_R_EE_P_L_A_NT_I_N_G ____ _ NO SCALE DEPTH OF ROOT8ALL / / / ,,-,,--2X ROOTBALL ✓~ LINE OF 2:1 SLOPE SHRUB SLOPE 1"/FT. 3" MIN BASIN FINISH GRADE I --111 --PREPARED BACKFILL MIX FERTILIZER TABLETS ROOTBALL-SET CROWN 1" ABOVE FINISH GRADE SLOPE 1" /FT. tf\1-S_H_R_U_B_P_L_A_N_T_IN_G ____ _ '--=.J NO SCALE ® SHRUB PLANTING ON SLOPE F f----------NO SCALE SPREAID ON WALL OR FENCE AIND SECURE W/PLASTIC TAIPE OR WIRE SLOPE 1" /FT. 3" MIN BASIN FINISH GRADE COVER CROP MIX BOT AN I CAL NAME ALYSSUM ALYSSUM LATHENIA CHRYSOTOMA PHACELIA CAMPANULARIA COMMON NAME 'CARPET OF SNOW' 'ROYAL CARPET' DWARF GOLOFIELDS CALIFORNIA BLUEBELLS TOTAL POUNDS PER ACRE THE FOLLOWING MATERIALS SHALL BE IN THE MIXES: MULCH -CONWEB FIBER BINDER -TERRA TAC #3 FERTILIZER -16-20-0 2,200 LBS/ACRE 150 LBS/ ACRE 400 LBS/ACRE RATE LBS/ACRE 3 3 0-5 o.s 7.0 MIN. 'J; PURE/GERM 98/80 98/80 50/60 98/75 -,. A PLAINTING GRID DEPTH OF ROOTBALL PREPARED BACKFILL MIX NOTES: .. "" • • • • • • • • •--;;;t . . . . . .. -~ • • • • • • • • • •••••••. "P . . . . . . . . ~ • • • • • • • • •••••••• •---,;r ©1-G_R_O_U_N_D_C_O_V_E_R_PL_A_N_T_IN_G_ NO SCALE FERTILIZER TABLE TS -- IT1 11 -111 ROOT BALL -SET CROWN 1" ABOVE FINISH GRADE 2X ROOTBALL ® VINE PLANTING H 1--N_O_S_C_AL __ E ___________ _ I, ALL TREES, UNLESS OTHERWISE NOTED, SHALL NOT CONFLICT WITH PUBLIC UTILITIES ANO SHALL BE LOCATED A MINUMUM OF; 3' OUT OF PUBLIC RIGHT OF WAY 5' FROM PAVING 7' FROM SEWER LINES 2. ALL PLANTING AREA, UNLESS OTHERWISE NOTED, SHALL INCLUDE A COVER CROP MIX IN ADDITION TO THE SPECIFIED PLANT MATERIALS, 3, INSTALL 3' LAYER OF ORGANIC MULCH IN ALL NON-TURF AREAS LESS STEEP THAN 3:1, SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO JOBSITE. 4. BROME GRASS SHALL BE ERADICATED FROM ALL SLOPES BEFORE FINAL LANDSCAPING IS INST AL LEO. DATE INITIAL PLANT LEGEND .SYM.eQL _ ABl:lBEV. BOTANICAL Nt\JVIE COMMON. }.!AME SIZE_ .... REMARKS DET./\.IL TREES 0= JAG ACU JACARANDA ACIJTIFOLIA ,JACARANDA :~fl'' BOX HT 1 ·1• MIN X SP. s· MIN (MUI.Tl.) AIB 48" BOX HT. Id' MIN. X SP. 10' MIN. (MULTI.) A/B 0,0 MEL. DUI. MELALEUCA OUINOUENERVIA CAJEPUT TREE 15 GAL HT. 8' MIN. X SP. 3' MIN_ A PHO ROB. PHOFNIX R08f.L.INI! PYGMY DATE PALM 24·• BOX C 0 PIN. CAN. PINUS CANARIENSIS CANARY ISLAND PINE 24" BOX HT, 10' r,ll1N A/B 0 PYR.MW. PYAUS KAWAKAMI! EVERGREEN PEAR 15 GAL HT. 8' MIN. X SP 3· MIN. B 2/4 ... BOX HT. 11' M1N. X 4' MIN. B 0 QUE. AGR. OUERCUS ARGIFOLIA COAST LIVE OAK 15 GAL HT 8' MIN. X SP. 3· MIN. A 24" BOX HT 10' MIN X SP. 4· MIN. A 00 SCH. \AOL. SCl11NUS MO!.LI: CALIFORNIA PEPPER 15 GAL HT. 5' MIN. X SP 4' MIN. (MLL Tl) A/B TRI. CON. TRISTANIA CONFERTA BRISBAN[ BOX 15GAL Hl 8' MIN. X SP. 3' MIN, A §.!:t_RU BS • AGA ATT. AGAVE ATTENUATA i:-oxTAiL AGAVE 5 GAL FULL. BUSHY F GOOll GOLOH ® AGA. VIL. AGAVt. Vll..MOnlNIANA OCTOPUS AGAVE 15 GAL. =ULL. BUSHY, F G00l)COLOR 0 ALO. STR. Al.OE STRICTA CORAL ALOE 5 GAL. CULL. ~IJSHY, F c_:;ooo COLOR e CEA.'CON.' CEANOTHUS 'CONCHA' WILD LILAC l GAL FULL. BUSHY, F GOOD COLOR 0 CEA. 'F.B.' CEANOTHUS 'FROSTY BLUE' WILD LILAC 1 GAL. FIJI.I., BUSHY, F (-iOOO COLOR 0 FRc. 'K,T: FREMONTODENDRON COMMON FLANNEL BUSH 1 GAL. FUI.L. BUSHY. F 'KEN TAYLOR' C:iOOD CCl.,OP ITIIIIIIII Hf:'.M_ HYB HEMEROCALLIS HYBRID DAYLll_Y 1 GAL_ @ 12"0.C_ E 'I.IGHTNING BOLT ~ LIM. PER. LIMONIUM Pi:REZII $EA I .. AVENDER 1 GAl. Cg; 18' oc E e PHO. TEN. 'ATR' Pt10RMIUM TENAX NEW ZEALAND FLAX SGAL FIJLL, BUSHY F 'ATROPURPUREA" GOOD COLOR 0 PHO. TEN. 'SUN' PHORMIUM TENAX NEW ZEALAND FLAX 15GAL FULL, BUSHY, F 'SUNDOWNER' GOOD COLOR ffi PIT TOB. "VAR: PITTOSPOAUM TOBI RA VARIEGATED TOBI RA 1 GAl_ FULL. BUSHY, E VARIEGATA' 5GAL. GOOD C:OIOR E ~ RHA IND '8AL.' RHAPIOLEPIS INOICA 'BALLERINA' INDIA HAWTHORNE oGAL FULL, BUSHY E GOOD COLOR 0 RHA. IND. 'CLA.' RHAPHIOLEPIS INl)ICA 'CLARA' INDIA HAWTHORNE ~ GAL... FULL. BUSHY, EIF 5GAL GOOD COLOR EIF @ RHA. IND. 'SPR.' Hl-iAPH!OLEPIS INDICA !NOIA HAWTHORNE' I GAL FULL. BUSHY, EIF 'SPRING~IME' GOOD COCOR ~ STR. REG. STRELITZIA REGINAE BIRD·OF·PARADISE 5 GAL FULL. BUSHY, F GOOD COLOR Yll'!ti G::, BOU. ·s.o.R: BOUGAINVILLEA BOUGAINVILLEA 5 GAL FULL. BUSHY. H 'SAN DIEGO RED GOOD COLOH 8 BOU 'OK' BOUGAINVILLEA BOUGAINVILLEA 5 GAL .. F"ULL, BUSI-W, H 'ORANGE KING GOOD COLOR ,;lROUNoi:;pyERS ~[IT] APT COR APTENIA CORDIFOLIA RED APPl.t' ICEPLANT FLATS Pt.AN'f @ 12n 0.C. G .,,y:E2J BAC. PIL. T.P.' 8ACCHARIS PILULARIS COYOTE BRUSH FLATS PLANT@ 15•• OC G TWIN PEAKS' *~ GAZ SPL GAZANIA SPLENDENS CLUMPING GMANIA FLATS PLANT @ 12•• O.C. G '\IIUL Tl-COLOR' *E3 GAZ SPL. GAZANIA SPLENDENS Cl.UMPING GAZANI,\ FL.ATS Pl AN I @ 18" 0.C G 'MULTICOLOR' APT. COR. APTENIA CORDIFOLIA RED APPLE ICEPI.ANl FLATS PLANT @ 18" o_c_ G ~ Pel. PEL 'BAL.' PELAF,GON!UM PEL TATUM IVY GERANIUM 4"POTS PLANT @ 8" O.C. G 'BALCON' LAWN NAME: RATE; ~ MAr=l.ATHON HI SOD i ,A,::>t:7 ~ Hc!>\-.1. l.4l. "W-IA.. 1-1olJ. ~v'I ~ 1-, [,..;I.fl "f'A-N A IC,f-l,... e. ',S' ' t:?, c.,,. 98-014 • , t:. ;r;•M<" / ~ 11 AS BU IL T 11 ~ Dore /4~ or C.h.\.\\~~ APPROVED FOR PLANTING EXP. DATE ,.,l,c! AND IRRIGATION ONLY, DATE INCLUDING PRECISE RLA EXP. Landscape Architecture • Planning LOCATION OF PLANTING REVIEWED BY: La Jolla Centre II 9266 Towne Centre Drive, Suite 340 AREAS San Die~o, CA 92121 ~3002 619.560.16 6 • Fax 660.1680 INSPECTOR DATE ~ CITY OF CARLSBAD I SHEET57 6 PLAN~lNG DEPARTMENT 3l 1 -.. .. ~ PLANTING DETAILS & LEGEND FOR: L RANCHO CARRILLO VILLAGE 'GI ·--~ APPROVED~4,,,fl f~ s~trf---. -~ ASSISTAITT PLANNING DIRECTOR DA PROJECT NO. 'TN_i_T I AL ~ BY: I J DATE INITIAL DAT£ •.• DRAWING NO. REVISION DESCRIPTION D BY: CT97-03 365-9L ENGINEER OF WORK OTHER APPROVAL CI TY APPROVAL WO BY: ~ 'l' 7 0 0 "' ~ 3 (A) L---------------------------------------------------------------------------------------lo. - -----------------·-~..,...,..--,-----------------------------------------------------------------------------------------------------------------------------------------. S!;CTI_Q.!! 02480 L A_IIIJ)_$_CI\J'_I NG PAfl_I_~t-GEN ERA L 1. 1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, ANO DIVISION 1, ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORI( AND APPL y TO THIS SfaCTION AS FULLY AS IF REPEATED HEREIN. 1.2 SUMMARY: 1. 3 1. 4 1. 5 1. 6 THE WORI( INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORI( INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. IRRIGATION SECTIQl,I 02441 SUBMITTALS: UPON BEING AWARDED THE PROJECT, CONTRACTOR SHALL SUBMIT A LIST OF SOIL AMENDMENTS, FERTILIZERS ANO PLANT MATERIALS WITH QUANTITIES OF EACH WITHIN 15 DAYS FROM AWARD OF CONTRACT. GUARANTEES AND REPLACEMENTS: . 1 SHRUBS, VINES. GROUNDCOVER AND HYOROSEED SHALL BE GUARANTEED TO REMAIN HEALTHY AND VIGOROUSLY GROWING FOR ONE GROWING SEASON OR NINETY (90) DAYS, WHICHEVER COMES FIRST_ . 2 ALL TREES THAT HAVE BEEN SUPPLIED Al,IO INSTALLED UNDER THIS CONTRACT SHALL BE GUARANTEED TO LIVE IN A HEALTHY CONDITION FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTAI.ICE OF PROJECT. IF TREES ARE ALSO SUPPLIED BY THE OWNER, THE GUARANTEE SHALL APPLY AS STATED ASOVE. . 3 ALL PLANTS FOUND TO BE DEAD AND ALL PLANTS NOT IN A VIGOROUS CONDITION NOTED WITHIN THE GUARANTEE PERIOD SHALL BE REPLACED WITHIN FOURTEEN (14) DAYS. . 4 PLANTS USED FOR REPLACEMENT SHALL BE THE SAME !(IND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED, AT NO COST TO OWNER OBSERVATION: . 1 OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE ARCHITECT AND/QR CITY INSPECTOR. THE CONTRACTOR SHALL REQUEST OBSERVATION IN WRITING, IN ADVANCE OF THE TIME OBSERVATION IS REQUIRED. -2 OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORI(: A. C. D. E. F G. H. 1- J. I( . PRE•CONSTRUCTION MEETING. II.ICORPORATION OF SOIL CONDITIONERS AND FERTILIZERS INTO THE SOIL. UPON THE COMPLETION OF GRADING PRIOR TO PLANTING. APPROVAL OF PLANT MATERIALS. WHEN TREES Al.ID SHRUBS ARE SPOTTED IN PLACE FOR PLANTING, BUT BEFORE PLANTING HOLES ARE EXCAVATED. ORIENTING SPECIFIED TREES. VERIFICATION OF FINISH GRADES. APPLICATION OF PRE-EMERGENT HERBICIDE. PRE-MAINTENANCE OBSERVATION. WHEN PLANTING, AND ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED, ACCEPTANCE AND WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. THIS IS NOT A FINAL OBSERVATION OR ACCEPTANCE, AND IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FOR THIS PROJECT_ FIN~_L OBSERVATIOf\! TO BE HELD AT THE COMPLETION OF THE MAINTENANCE PERIOD_ THIS OBSERVATION SHALL ESTABLISH THE BEGINNING DATE FOR THE ONE-YEAR GUARANTEE OF ALL TREES. . 3 ACCEPTANCE: UPON COMPLETION OF THE FINAL OSSERVATION AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING, (1) WHETHER THE WORI( IS ACCEPTABLE; AND (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. . 4 THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TIME OF EACH OBSERVATION. MAII.ITENANCE: .1 THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE ANO IRRIGATION WORK ON THIS PROJECT IS COMPLETED, CHECl<ED, ACCEPTED, AND WRITTEN APPROVAL FROM THE ARCHITECT IS GIVEN TO BEGIN THE MAINTENANCE PERIOD, ANO SHALL CONTINUE THEREAFTER FOR NO LESS THAN 90 CALENDAR DAYS. . 2 THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS OF THI:: CONTRACT DURING THE PROGRESS OF THE WORI< AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK. . 3 REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLAI.IT IS PLANTED. PLANTS AND LAWNS SHALL BE l<EPT IN A HEALTHY, GROWING CONDITION AND IN A VISUALLY PLEASING APPEARANCE BY WATERING, PRUNING, MOWING, ROLLING, TRIMMING, FERTILIZING, RE-STAl<ING, PEST AND DISEASE CONTROLLING, SPRAYING, WEEDING, CLEANING-UP AND ANY OTHER NECESSARY OPERATION OF MAINTENANCE. LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS GRASS, AND ALL OTHER UNDESIRED VEGETATIVE GROWTH AND DEBRIS. ALL PLANTS FOUND TO BE DEAD OR IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMEDIATELY WITHIN 3 DAYS. .4 FERTILIZER (COMMERCIAL): 7-9-4 WITH CHELATED MII.IERALS SHALL BE APPLIED AT THE RATE OF 12 POUNDS PER 1,000 SQUARE FEET 3 a DAYS AFTER THE BEGINNING OF THE MAINTENAI.ICE PERIOD AND EVERY 30 DAYS THEREAFTER, FOR THE DURATION OF THE CONTRACT MAINTENANCE PERIOD. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE APPLICATION RATE. . 5 THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIAL OR UNESTABLISHED NON COVERING LAWNS ARE EVIDENT AT THE TERMINATION OF THE SCHEDULl;O MAINTENANCE PERIOD. THE CQI.ITRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT N 0 CHAI.IGE IN CONTRACT PRICE UNTIL ALL OF THE WORI( IS COMPLETED ANO ACCEPTABLE_ 1 . 7 1. 8 1. 9 . 6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. LAYOUT OF WORI<: THE CONTRACTOR SHALL EMPLOY, AT HIS OWN EXPENSE, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR TO LAY OUT THE WORK OF THE PROJECT, TO ESTABLISH ALL REFEREI.ICE POINTS SET FOR CONSTRUCTION AND THE CERTIFICATION OF FINISH GRADES WITH CIVIL ENGINEER DRAWINGS. GENERAL REQUIREMENTS: . 1 .2 . 3 .4 .5 .6 .7 .8 .9 _10 . 1 1 THE TERM "PLANTING AREA" SHALL MEAN ALL AREAS TO BE PLANTED WITH TREES, SHRUBS AND GROUNDCOVERS. ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. ALL ROCl<S 1" OR LARGER, ANO OTHER GROWTH OR DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT, SHALL BE REMOVED FROM THE SITE UNLESS SPECIFICALLY EXEMPTED IN WRITING. PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USE AND TAl<E PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES ANO PLANT LOCATIONS, NOTIFY THE ARCHITECT WHO SHALL ARRANGE FOR THE RELOCATION OF ONE OR THE OTHER. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN SPECIFIED. GRADING AND SOIL PREPARATION WORI< SHALL BE PERFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING ANO GRADING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS /.IRE Lll<ELY TO BE OBTAINED. ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORI<, CAREFULLY CHECI( AND VERIFY ALL DIMEI.ISIONS AND IMMEDIATELY INFORM THE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIEI.ICE ONLY, AND ARE NOT GUARANTEED. CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. ADEQUATELY STAl<E, BARRICADE, EQUIPMENT, MANHOLES, UTILITY PROPERTY DURING ALL PHASES GRADING OPERATIONS. S~J;CIMEN TREE SELECTION: AND PROTECT ALL IRRIGATION LINES, ANO OTHER EXISTING OF THE SOIL AMENDING AND A. ONE SAMPLE OF EACH TREE VARIETY AND SIZE, CALLED OUT ON DRAWINGS 15-GALLON AND LARGER SHALL BE DELIVERED TO THE PROJECT SITE FOR APPROVAL PRIOR TO INSTALLATION. B. THE CONTRACTOR $HALL IMMEDIATELY REMOVE ANY TREES NOT APPROVED. C. THE CONTRACTOR AT HIS OPTION ANO AT HIS EXPENSE CAN RETAIN THE SERVICES OF THE ARCHITECT TO REVIEW TREES 24'" BOX SIZE AND LARGER TAGGED AT THE NURSERY AND/OR AT THEIR PLACE OF GROWTH, OR AS OTHERWISE SPECIFll;D ON DRAWINGS. REJECTION -~NQ_JH!J'l§I!Il!.IJON: A. ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFll:D SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, WHETHER IN PLACE OR NOT, SHALL BE MARl<ED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE WORI( AND REPLACED WITH ACCEPTABLE PLANT MATERIALS. THE PLANT MATERIALS SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS SHALL BE OF THE SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR AND CONDITION AS SPECIFIED HEREIN AND/OR AS INDICATED ON THE DRAWINGS. UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. UTILITIES A. ALL UTILITIES (WATER AND ELECTRICITY) USED DURING THE INSTALLATION OF THE LANDSCAPING AND IRRIGATION SYSTEMS FOR THIS PROJECT SHALL BE PAID FOR BY THE OWNER. DURING THE MAINTENANCE PERIOD, THE OWNER SHALL BE RESPONSIBLE FOR PAYMENT OF THE UTILITIES . INVOICING OF PLANT MATERIALS AND SOIL PREPARATION AND SOIL PREPARATION CONFORMANCE TEST: . 1 AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE-MAINTENANCE INSPECTION, THE ARCHITECT, WITH THE HERETOFORE SPECIFIED SIGNED COPll"S OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR THE PLANT MATERIALS AND RELATED ITEMS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND/OR THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. . 2 UPON DE:1.JVJ'!RY OF MATERIALS AND/OR COMPLETION OF ALL SOIL CONDITIONING AND GRADING, BUT PRIOR TO INITIATING PLANTING OPERATIONS, THE ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA OF EACH OPERATION. IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. . 3 RANDOM SOIL SAMPLES OF SUFFICIENT QUANTITY TO SE REPRESENTATIVE OF THE ENTIRI; SITE SHALL BE TAl<EN BY THE CONTRACTOR PRIOR TO BEGINNING WORK. THE ARCHITECT, IN THE PRESENCE OF THE CONTRACTOR, SHALL INDICATE ON THE PLANTING PLAN WHERE SOIL SAMPLES SHALL BE TAl<EN. CONTRACTOR SHALL SUBMIT SAMPLES TO A LICENSED SOILS TESTING LABORATORY, APPROVED BY THE CITY INSPECTOR. SOIL TEST SHALL CONSIST OF SOIL FERTILITY AND AGRICULTURAL SUITABILITY CONFORMING TO THE METHODS OF THE UNIVE:RSITY OF CALIFORNIA EXPERIMENTAL STATION AND USOA, ALONG WITH RECOMMENDATION FOR CORRECTING ANY DEFICIENCY II.I THE SOIL. • 4 A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT FOR SUBMITTAL TO A TESTING LABORATORY. AFTER SOIL AMENDMENTS HAVE BEEi.i THOROUGHLY MIXED INTO THE SITE, RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR - COMPARISON TO A CONTROL MIX. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR, . 5 AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES WILL BE TAl<EN BY ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR TESTING OF ECE AND PH. COST OF THE ABOVE TESTING BY THE SOILS LASORATORY SHALL BE BORNE BY THE CONTRACTOR. . 5 TREE TIES SHALL BE BORDON CINCH-TIE OR APPROVED EQUAL. 2.5 PLANT MATERIALS: PART 2 -PROD\LGIS .1 NOMENCLATURE: THE BOTANICAL AND COMMON NAMES OF PLANTS HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMES GIVEN IN "AN ANNOTATED CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA, OREGON, AND WASHINGTON", PUBLICATION 1.10. 4091, PRINTED 1979 AND "AN ANNOTATED CHECKLIST OF ORNAMENTAL PLANS OF COASTAL SOUTHERN CALIFORNIA", PUBLICATION NO. 3276, PRINTED 1982, BOTH PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, DIVISION OF AGRICULTURAL SCIENCES. SEE LIST OF PLANT MATERIAL ON DRAWINGS. 2. 1 SOIL AMENDMENT AND FERTILIZER: 2.2 2.3 2.4 \ . 1 .2 .3 .4 .5 • 6 .7 • 8 .9 SOIL CONDITIONER SHALL CONTAIN A SPECIAL BLEND OF ORGANIC FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAl<DOWN RATE WHICH LASTS UP TO 10 YEARS IN THE SOIL, A PORTION OF INOR- GANIC AMENDMENT THAT RESISTS FURTHER BREAl<DOWN, PH OF 5. 5 TO 6.5, SALINITY OF 3.0, ORGANIC MATTER (DRY WEIGHT BASIS) MORE THAN 90%, NON-IONIC WETTll,IG AGENT AND TOTAL NITROGEN CONTENT OF 0.5%. (LOAMEX, WIL-GRO, LIFE FOREST HUMUS). GYPSUM SHALL BE A COMMERCIALLY PROCESSED ANO PACl<AGED GYPSUM (CASO 2H20) WITH MINIMUM 80% GRADE CONTAINII.IG 14% COMBINED SULFUR. IRON SULFATE (EXPRESSED AS METALLIC) 19% OF QUALITY APPROVED BY ARCHITECT. SULPHUR (SOIL) (ELEMENTAL) 99% OF QUALITY APPROVED BY ARCHITECT. FERTILIZER (COMMERCIAL) SHALL SE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCEN- TAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 1.0% 10.0% 10.0% MINIMUM MINIMUM MINIMUM FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE- FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIP- MENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 21.0% 0.0% 0.0% MINIMUM MINIMUM MINIMUM FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE- FLOWING, SUITASLE FOR APPLICATION WITH APPROVED EQUIP- MENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 16.0% 20.0% 0.0% MINIMUM MINIMUM MINIMUM FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC ANO INORGANIC GRANULAR FERTILIZERS WITH CHELATED MINERALS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 7.0% 9,0% 4.0% MINIMUM MINIMUM MINIMUM PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD, NITROGEN PHOSPHORIC ACID POTASH 20.0% 10.0% 5.0% MINIMUM MINIMUM MINIMUM . 1 0 SOIL ENHANCER SHALL BE SARVON. PLANTING BACl<FILL: PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF EXISTING SITE SOIL AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURE: SOIL CONDITIONER SITE SOIL 1/3 CU. YD. 213 CU. YD. IRON SULFATE GYPSUM 1 LB.IPER CU. YD_ OF MIX 10 LBS./PER CU. YD. OF MIX BACl<FILL MIXTURE IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. STAKING MATERIALS: STAl<ES SHALL SE OF LODGE POLE PINE. THESE SHALL BE STRAIGHT SHAFTS, SHAVED AND CUT CLEAN ANO BARE OF BRANCHES AND STUBS OF UNIFORM THICl<NESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE !<NOTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LENGTH. GUYING MATERIALS: . 1 GUY WIRES SHALL BE OF PLIABLE, ZINC-COATED STEEL OF NO. 1 2 GAUGE . • 2 . 3 . 4 ANCHORS (DEADMEN) FOR HOLDING GUY WIRES SHALL BE 4 INCHES X 4 INCHES OF SOLID LUMSER, 1' -6" IN LENGTH. HOSE FOR COVERING WIRE SHALL BE OF 2-PLY REINFORCED RUBBER, USED OR NEW, GARDEN HOSE TYPE Of AT LEAST 1/2 INCH IN DIAMETER . FLAGS, TO BE ATTACHED TO GUYS, SHALL BE OF SURGICAL TUBING, 1/8 INCH IN DIAMETER AND FOUR FEET LONG, OF UNIFORM THICKNESS. .2 .3 .4 • 5 . 6 .7 .8 .9 .1 0 . 11 . 1 2 .13 . 1 4 QUALITY ANO SIZE OF ALL PLANTS SHALL BE NO. 1, OF PINTO TAG STOCK. THEY SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASE, INSECTS, INSECT EGGS, AND MEET OR EXCEED THE MEASUREMENTS SPECIFIED. PINTO TAGS MUST BE SUBMITTED TO THE ARCHITECT. CONTAINER STOCI( (1-GALLON, 5•GALLON, 15-GALLON, ANO BOX SIZES) SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINED PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAl<EN FROM THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. PRUNING SHALL NOT BE DONE, PRIOR TO DELIVERY, EXCEPT BY WRITTEN APPROVAL FROM THE ARCHITECT. INSPECTION OF PLANT MATERIALS, REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, ANO WHERE NECESSARY CONTRACTOR SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS TO SITE . PLANTS SHALL BE SUBJECT TO INSPECTION, AND APPROVAL OR REJECTION, AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES . REJECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE IMMEDIATELY. SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE, VARIETY AND COST. ALL SUBSTITUTIONS SHALL BE APPROVED BY THE CITY INSPECTOR AND ARE SUBJECT TO ARCHITECT'S WRITTEN APPROVAL. QUANTITIES SHALL BE FURNISHED AS NEEOEO TO COMPLETE WORI< SHOWN ON DRAWINGS. THE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE. IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGISLE, WEATHERPROOF LABELS ATTACHED SECURELY TO THE PLANT. THERE SHALL BE A MINIMUM OF ONE LABEU:D PLANT FOR EACH 5 PLANTS IN A LOT. SOD SHALL BE MARATHON Ill. HYDRO-SEED MIX AND MATERIALS SHALL BE CALLED OUT ON DRAWINGS. GROUNDCOVER PLANTS SHALL BE HEALTHY, VIGOROUS ROOTE 0 CUTTING GROWN IN FLATS UNTIL TRANSPLANTING. BARK MULCH SHALL INTERLOCl<ING PIECES APPROVED OTHERWISE RECEIVE AND APPROVE TO THE SITE. BE FIR BARI( CHIPS OR EQUAL, 1 "-3" PACKAGED IN BAGS OR BALES UNLESS BY LANDSCAPE ARCHITECT. CITY MUST A SAMPLE PRIOR TO DELIVERY OF MULCH . 1 5 PRE-EMERGENT HERBICIDE SHALL BE SURFLAN, TREFLAN, DYMID OR EQUAL. .16 WEED ERADICATION SPRAY WILL BE ROUNDUP. PART 3 • EXECUTIOJl 3.1 SITE PREPARATION AND WEED ABATEMENT: .1 GRUB AND CLEAN PLANTING AREA, REMOVING DEBRIS AND ROCK AND ERADICATING WEEDS. .2 WEED ERADICATION SHALL BE DONE TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORI<. 3.2 WEED ABATEMENT . 1 .2 .3 UPON COMPLETION OF THE IRRIGATION SYSTEM AND AFTER DEBRIS, ROCKS AND EXISTING WEEDS AND GROWTH HAVE BEEN REMOVED FROM THE PLANTING AREA, APPLY 200 POUNDS OF COMMERCIAL FERTILIZER 21-0,0 PER ACRE. WATER ALL AREAS EVERY DAY FOR TWENTY-ONE (21) CONSECUTIVE DAYS AND UNTIL WEED SEEDS HAVE GERMINATED. CEASE WATERING FOR THREE (3) DAYS AND SPRAY NON-SELECTIVE HERBICIDE "ROUNDUP" TO ERADICATE THE GERMINATED WEEDS. TRANSLOCATION OR APPROVED PERIOD SHOULD BE 7-10 DAYS. HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STATE OF CALIFORNIA. RAKE AND HAUL OFF ALL DEAD WEEDS TO 1/2 INCH BELOW THE SURFACE OF THE SOIL. I/ AS BU IL T II APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS REVIEWED BY: :98-014 :JATE ----•-- EXP. DATE Mi~- Land.scape Ar~hitecture • Planning L1;1 Joll0i Cenlr-Eo II 9215:'.> Towne Centre Drive. Suite 340 Si!n Diego. CA '92121-3002 619.550.1616 • F'ax 650 1560 INSPECTOR DATE CITY OF CARLSBAD SHEETS 31 ----+-------+----~, 1. i----+----+-----------·---·--------+-----+----+-----+---l2Z_J --------+----+-------,f----f., .. _._.___ ::==~============-===~ PLANNING DEPARTMENT PLANTING SPECiFlcATIONS FOR: >---+---·-+--------------•--·----------j------t------<-----+-----; i---+----+------------··--------+---+-~-·=··~-, "•------i-------t i----+----t---------••-••-------------+------t----+----+M•e~-•-~••~ RANCHO CARRILLO VILLAGE 'G' i----+----+---------···-·-·-··-----------·····--··-·---·--+-----+----,-·----· ·~::::;;:::~===;~=~=============::::: A 0 PROVED ~$~~--··----· ASSISTANT ~LANNING DIRECTOR -----+----if----------·· ···--····-···----------+f----t---••-·---+------S--- i---i-----, ----------------------+-"""'"'"·-···-·-·•,---+-----+ ~---~--~ t---c-Dc-=,1c::-E--:-l-,,[N,-:l,:-T.,.-IA--t------·--------------+----+-1-.--+---+-1-1-T-I -1 DWN BY: PRO.IE CT NO--'.'.._J .... _____l DAT[ Nl,IAL DATE_~N __ Al_. !C'lvC 8,., ___ _ , RE V 1 S I (J fJ DE SC R I F T I ON ---' " · CT 97 03 ENG I ~EER OF WORK (lfHlR APPROVAL c I TY APP,QVAL ; RVWD ~'/: ·-··· ==::J ~----_: DRAWING NJ. 365-9L 3.3 3.4 . 4 IF PERENNIAL WEEDS OR GRASSES STILL EXIST, RE-WATER EVERY DAY FOR FOURTEEN (14) CONSECUTIVE DAYS, UNTIL THE NEW GROWTH APPEARS. RE-APPLY A NON-SELECTIVE HERBICIDE. REMOVE WEEDS AFTER HERBICIDE HAS HAD A SUFFICIENT TIME TO KILL. SOIL CONDITIONING, FERTILIZING AND ROTOTILLING: . 1 FOR AREAS LESS STEEP THAN 2:1: AFTER THE AREAS HAVE BEEN DEEP-RIPPED, THE FOLLOWING RATES OF SOIL CONDITIONING AND AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING A MINIMUM OF TWO ALTERNATING PASSES. AMENDMENT MUST BE INTIMATELY BLENDED WITH SOIL. THE THOROUGHNESS AND COMPLETENESS OF THE ROTOTILLING AND INCORPORATION OF SOIL CONDITIONERS/AMENDMENTS SHALL BE ACCEPTABLE TO THE ARCHITECT. A_ SOIL CONDITIONER SOIL SULPHUR IRON SULFATE GYPSUM 5 CU. YD. PER 1,000 SQ. FT. 10 LBS. PER 1,000 SQ. FT. 20 LBS. PER 1,000 SQ. FT. 250 LBS. PER 1,000 SQ. FT. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. B. FERTILIZER (COMMERCIAL): 6-20-20 SHALL BE APPLIED AT THE RATE OF 40 POUNDS PER 1,000 SQUARE Fl':'ET AND SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE. FERTILIZER SHALL BE APPLll;D AFTER LEACHING OPERATION. C. SARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1 000 SQUARE FEET. APPLY SARVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED. . 2 FOR AREAS 2:1 AND STEEPER: AFTER THE AREAS HAVE BEl=N ERADICATED OF WEEDS AND FINISHED GRADED, THE FOLLOWING RATES OF SOIL CONDITIONING MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS. NO SCARIFYING OR ROTOTILLING SHALL BE REQUIRED. A. GYPSUM SOIL SULPHUR IRON SULFATE 250 LBS. PER 1,000 SQ. FT. 10 LBS. PER 1,000 SQ. FT. 20 LBS. PER 1,000 SQ. FT. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. B. SARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000 SQUARE FEET. APPLY SARVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED. • 3 !)J;_EP W_ATER LEACHING: A. AFTER COMPLETE INSTALLATION AND TESTING OF THE IRRIGATION SYSTEM AND APPLICATION OF SOIL CONDITIONING, ALL AREAS SHALL BE DEEP WATER LEACHED AND COMPACTED AND SETTLED BY CONTINUOUS APPLICATION OF IRRIGATION WATER UNTIL THE SOIL HAS RECEIVED A MINIMUM OF SIX INCHES OF WATER. B. AFTER GRADING AND LEACHING OPERATION, FOUR SO IL SAMPLES SHALL BE TAKEN BY ARCHITECT ANO SUBMITTED TO SOIL LABORATORY FOR TESTING, SOIL TEST SHALL MEET THE FOLLOWING REQUIREMENTS: ECE PH MAXIMUM 3.0 X 10.3 MAXIMUM 7.5 A PERCENT OF ORGANIC MATTER SOIL TEST AFTER LEACHING MAY BE REQUIRED BY ARCHITECT. C. RE-APPLICATION OF SOIL AMENDMENT AND LEACHING OPERATION SHALL BE REPEATED BY CONTRACTOR IF TESTS SHOW A NEGATIVE RESULT. EXPENSE OF TEST, RE- APPLICATION OF A SOIL AMENDMENT AND LEACHING OPERATION SHALL BE BORNE BY CONTRACTOR. D. DEEP WATER LEACHING SHALL BE DONE PRIOR TO THE APPLICATION OF THE COMMERCIAL FERTILIZER 6-20-20. E. NO PLANTING SHALL BE INSTALLED UNTIL APPROVAL HAS BEEN GIVEN BY THE ARCHITECT IN WRITING. F. CARE SHALL BE TAKl=N THAT THE RATE OF APPLICATION OF WATER DOES NOT CAUSE EROSION OR $LUFFING OF SOILS. G. ALL DEPRESSIONS, VOIDS, EROSION SCARS, ANO SETTLED n:;:::icHES GENERATED BY THE DEEP WATERING SHALL BE FILLED WITH CONDITIONED TOPSOIL AND BROUGHT TO FINISH GRAD!=. FINISH GRADING: . 1 .2 .3 .4 . 5 .6 _7 .8 .9 FINISH GRADES SHALL BE AS INDICATED ON CIVIL ENGINEER'S AND LANDSCAPE DRAWINGS. FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER- COMPACTED AND SETTLED SURFACE GRADES AND SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE CIVIL ENGINEERS DRAWING, UNLESS OTHERWISE NOTED, FINISH GRADE SHALL BE 2" BELOW ADJACENT FINISH PAVING SURFACES IN GROUNDCOVER AREAS AND 1" BELOW IN LAWN AREAS. FINISH GRADES SHALL BE MEASURED AT THE TOP SURFACE OF SURFACE MATERIALS. MOLDING AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE. ALL UNDULATIONS ANO IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLING, AND ALL OTHE:R OPERATIONS, SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING GRADING AND CONDITIONING OPERATIONS. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, AND TOWARD ROADWAYS, DRAINS, AND CATCH BASINS. FINAL GRADES SHALL BE ACCEPTABLE TO THE ARCHITECT BEFORE PLANTING OPERATION$ WILL BE ALLOW!cD TO BEGIN. PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN TWO (2) PERCENT SURFACE SLOPE FOR POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS. 3.5 PLANTING: .1 THE LAYOUT OF LOCATIONS FOR PLANTS AND OUTLINES OF GROUNDCOVER TO BE PLANTED SHALL BE APPROVED ON THE SITE BY THE ARCHITECT, PRIOR TO THEIR PLANTING. ALL SUCH LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND PIPING, PRIOR TO EXCAVATION OF HOLES. IF UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING AREAS, OTHER LOCATIONS FOR THE PLANTING MAY BE SELECTED BY THE ARCHITECT. DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, . 2 PLANTING TREES, SHRI.I.B.S~!IRO VINES: .3 A. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. HOLES SHALL BE, IN ALL CASES, LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS. B. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY STACKED PENDING ITS RE-USE FOR THE FILLING OF HOLES, PITS, AND BEDS. C. EXCESS SOIL GENERATED FROM THE PLANTING HOLES SHALL BE SPREAD ON Tt-lE SITE AS DIRECTED BY THE ARCHITECT. D. PLANTS IN CONTAINERS SHALL HAVE THE CANS OPENED BY CUTTING VERTICALLY ON OPPOSITE SIDES OF EACH CAN WITH NURSERY CAN OPENERS, TIN SNIPS, OR OTHER APPROVED INSTRUMENTS FOR THIS PURPOSE. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE AREA OR FROM THE SITE DAILY. E. THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH THE HERETOFORE SPECIFIED CONDITIONER AND SOIL PLANTING BACKFILL. NO PLANT EXCEPT GROUNDCOVER SHALL BE PLANTED wrrHIN THREE (3) FEET OF SPRINKLER HEADS. NO TREE SHALL BE PLANTED WITHIN SIX (6) FEET OF SPRINKLER HEADS. F. THE PLANTS SHALL BE PLACED IN THE PLANTING PITS ON UNDISTURBED GRADE, SO THAT THE CROWNS OF THE ROOT BALLS ARE 1" ABOVE SURROUNDING FINISH GRADE. AFTER SETTING THE PLANTS, THE REMAINING BACKFILL MATeRIAL SHALL BE CAREFULLY TAMPED AND SETTLED AROUND EACH ROOT BALL TO FILL ALL VOIDS. G. EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF THE HOLE ANO SHALL BE SET PLUMB AND HELD RIGIDLY IN POSITION UNTIL Tt-lE PLANTING BACKFILL HAS BEEN TAMPED FROM AROUND EACH ROOT BALL. H. PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE, LOCATED AS PER MANUFACTURER'S SPECIFICATIONS, AT THE FOLLOWING RATES: (1)-5 GRAM TABLET (1 )-21 GRAM TABLET (3)-21 GRAM TABLETS (5)-21 GRAM TABLETS (1)-21 GRAM TABLET PER LINER AND FLAT SIZE PLANT. PER 1-GALLON CONTAINER. PER 5-GALLON CONTAINER. PER 15-GALLON CONTAINER_ PER EACH 3" OF BOX SIZE. I. NO PLANT WILL BE ACCEPTED IF THE ROOT BALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING OR AFTER THE PROCESS OF INSTALLATION. J. ALL PLANTS SHALL BE THOROUGHLY WATERED IN TO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING. K. ALL TREES SPECIFIED TO BE STAKED SHALL BE STAKED WITH TWO LODGE POLE STAKES, DRIVEN INTO THE GROUND ON THE SIDES OF THE TREE PERPENDICULAR TO THE PREVAILING WINDS. THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OF THE STAKE DOES NOT DAMAGE THE TREE ROOTS OR ROOT BALL. TREE TIES SHALL BE FASTENED TO EACH TREE AND STAKE BY LOOPING FIGURE 6'S WITH THE INSIDE DIAMETER OF THE TIE AT 2 OR 3 TIMES THE DIAMETER OF THE TREE AND BY TACKING THE BACK OF THE TIE TO THE STAKE. (SEE DETAILED DRAWINGS.) L. M. N. 0. P. Q. ALL TREES SPECIFIED TO BE GUYED SHALL BE GUYED AS DETAILED. THE STAKING AND GUYING SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO INSURE THE PROPER AND HEALTHY GROWTH AND SAFETY OF THE PLANTS, PROPERTY, AND THE PUBLIC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF THE TREES, SHRUBS, AND VINES. PRUNING AFTER PLANTING SHALL BE REQUIREO ON ALL TREES, SHRUBS, AND VINES WHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND/OR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING, TOPPING, AND/OR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE ARCHITECT. CUTS OVER 3/4 INCH IN DIAMETER SHALL BE PAINTED WITH APPROVED TREE SEALANT. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED AND PLANTED WITH A CRANE. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED IN PLACE PRIOR TO THE DIGGING OF THE HOLE. PLANTING QBQUNDCOVERS: A. GROUNDCOVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE DRAWINGS. THE GROUNDCOVER PLANTS SHALL BE ROOTED CUTTINGS GROWN IN FLATS, AND SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING. B. ALL GROUNDCOVER PLANTS SHALL BE PLANTl=D WITH SOIL AROUND ROOTS IN STAGGERED ROWS, EVENLY SPACED AT THE INTERVALS CALLED OUT ON THE DRAWINGS. C D. E_ F. THE GROUNDCOVER PLANTS SHALL BE PLANTED SUFFI· CIENTLY DEEP TO COVER ALL ROOTS AND A PLANTING TABLET SHALL BE PLACED IN EACH PLANTING HOLE, AS PER MANUFACTURER'S SPECIFICATIONS, AND SHALL BE IMMEDI- ATELY SPRINKLED AFTER PLANTING UNTIL THE ENTIRE AREA IS SOAKED TO THE FULL DEPTH OF ALL THE HOLES. THE GROUNDCOVER PLANTING AREA SHALL BE HAND- SMOOTHED AFTl=R PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRADE. GROUNDCOVER SHALL BE PLANTED WITHIN 12" OF MAIN PLANT STEM WHERE SHRUBS AND TREES ARE PLANTED. A 3" LAYER OF BARK MULCH SHALL BE PLACEO IN ALL NON- TURF PLANTING AREAS LESS STEEP THAN 3:1. 3.6 3.7 3.8 . 4 SODDING OF LAWN AREA$_; A. AFTER LAWN AREAS WHICH ARE TO BE SODDED ARE ROTOTILLED, SOIL CONDITIONERS INCORPORATE, ROCKS AND DEBRIS REMOVED, THE CONTRACTOR SHALL INSTALL APPROVED SOD. B -PRIOR TO REPLACEMENT OF SOD, THE AREAS SHALL BE FINISH GRADED SMOOTH WITH A UNIFORM GRADE BETWEEN WALK, CURBS, STEPS AND BUILDINGS. THE CONTRACTOR SHALL OBTAIN APPROVAL OF FINISH GRADES PRIOR TO PLACEMENT OF SOD. C. SOD SHALL BE LAID GRADE ELEVATIONS. SLOPE OF GRADE). IN STAGGERED ROWS, FOLLOWING THE (DO NOT LAY SOD PERPENDICULAR TO D. SODDED AREAS SHALL BE THOROUGHLY WATERED AND KEPT CONTINUOUSLY MOIST AS REQUIRED. E. RE-SODDING: SODDED AREAS WHICH DO NOT SHOW A PROMPT CATCH OF GRASS WITHIN 10 DAYS AFTER INSTALLATION SHALL BE RE-SODDED UNTIL AN ACCEPTABLE STAND OF GRASS IS ACHIEVED. .5 HYDRO-SEEDING GROUNOCOVERS: A. HYDRO-SEED SHALL BE APPLIED IN THE AREAS INDICATED ON THE DRAWINGS AND AS CALLED FOR PER MIX. B. HYDRO-SEEDING EQUIPMENT: HYDRAULIC EQUIPMENT USED FOR THE APPLICATION OF FERTILIZER, SEED, AND SLURRY OF PREPARED WOOD PULP OR FIBER SHALL BE OF THE "SUPER HYROSEEDER" TYPE AS APPROVED BY THE ARCHITECT. THIS EQUIPMENT SHALL HAVE A BUILT-IN AGITATION SYSTEM WITH AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND HOMOGENEOUSLY MIX A SLURRY CONTAINING 1,200 POUNDS OF MULCH AND SEED. THE SLURRY DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGE AND SHALL PROVIDE EVEN DISTRIBUTION OF THE SLURRY. THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 1,350 GALLONS AND SHALL BE MOUNTED ON A TRAVELING UNIT WHICH WILL PACE THE SLURRY TANK AND SPRAY NOZZLES WITHIN SUFFICIENT PROXIMITY TO THE AREAS TO Bl= SPRAYED SO AS TO PROVIDE UNIFORM DISTRIBUTION WITHOUT WASTE. C. APPLICATION METHOD: USING THE WOOD PULP AS A GUIDE, THE EQUIPMENT OPERATOR SHALL SPRY THE SOIL WITH A UNIFORM VISIBLE COAT OF SLURRY. THE SLURRY SHALL BE APPLIED IN A SWEEPING MOTION, IN AN ARCHED STREAM, S 0 AS TO FALL LIKE RAIN ALLOWING THE WOOD FIBERS TO BUILD UPON EACH OTHER, UNTIL A COMPLETE, EVEN COVERAGE COAT IS ACHIEVED. D. HYRDO·SEEDED AREAS SHALL BE KEPT MOIST AT ALL TIMES 20-24 DAYS PLANTING OR UNTIL THE NEW GROWTH OF THE PLANTS IS SUFFICIENTLY WELL ESTABLISHED AS PER ARCHITECT'S APPROVAL. E. HYDRO-SEEDED AREAS SHALL BE PROTECTED AGAINST FOOT TRAFFIC ANO OTHER USE IMMEDIATELY AFTER HYDRO- SEEDING IS COMPLETED BY PLACING WARNING SIGNS AND TEMPORARY TWINE AND FLAGGING AROUND THE AREAS- F. RE-HYRDO-SEEOING OF BARE AREAS SHALL BE DONE THIRTY (30) DAYS AFTER INITIAL APPLICATION. HERBICIDE APPLICATION: PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO GROUNDCOVER AREAS ONLY, AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. DO NOT APPLY IN LAWN OR HYDROSEED AREAS. ARCHITECT SHALL BE NOTIFIED AND PRESENT AT THE TIME OF THE APPLICATION. CONCRETE MOWSTRIP: CONCRETE MOW STRIP SHALL BE INSTALLED AS PER PLAN AND DETAIL CLEAN UP: AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. CONTRACTOR SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO PLANTINGS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS 11 AS BUII_T 11 REVIEWED BY: INSP[ClOR 98-014 D.1' TE DATE f---+---+----------------------4----l-----1------1------PLANTING SPECIFICATIONS FOR: l------+---+-----·------·-----·-·----------+----+---+------ti------------1 1---t-----t---------.. --------------------+------t-------t---1---------1 RANCHO CARRILLO VILLAGE 'G' 1------+---+------------------------••~•c ------t---+-----+------1 ::====;:2',"2-==~-,=•¼============== APP~/}~ .. ~ U'Jt 1-------1-. ---+--··---'"------. ____ ., .. ---------+----+---1----------~ :::::A=SS=l=c,=TAl=N=T=P=Lt. /IN=N=I N:;-G-;::::J=l=R=EtCf=IO=R======~==O=A=TE::::::=::: -, \lA !,.and,Bcape Architect1..1.re • Planning L~ Jolli\ C""nttQ II I 9255 'POWile Centre Drive. Suite 340 Sen Diego. CA 92121-3002 --6H.l.550.1575 • f~},'. 5~0.1580 DATE INITIAL ENGINEER OF WORK REV'S:□N DESCRIPTION OWN BY: I' PROJECT NO. DRAWI~G NO. CHKD BY: ---CT 97-03 RVW[) BY: DATE INITIAL '----•--··••'' ,_,,,_~~~---,.,,,~ OTHER APPRC'IAL DATE INIT;A1. C !TY APPROVAL 365-9L " - ( N.l.c.) E:IT fAI? cm-k::, 12. Wlt;:lcc r LAWN AREA (SEE PLAN) //' --(.;(JNt.:Hc.TE MOW CURB -·-SCORE JOINT 1/ __ SEE NOTE #2 ~ ----~-,~~<--::..........-, SHRUB AREA (SEE PLAN) --,i'---..L....------1' '-1 . q ~ ; -,I'--~-++-+--.f-----"---'='='""-,=--r=-7'4-· ---,---.. .....,,t-t-+~----#3 REBAR CONT. ~ ~ . . I J1-' 1-i .J--1---90% COMPACTED SUBGRADE <l 3" NOTES: ~~- 1. REBAR SHALL BE CONTINUOUS W/12" OVERLAP 6" 2. PROVIDE 112" EXPANSION JOINTS@ 30' O.C & 1/8" X 1 3/4" SCORE JOINTS @ 1 O' O.C. © Concrete Mow Curb C -------SCALE: 2"=1 '-0" ·,,;-. ro ' (0 . ' VARIES 1" MIN./ 4"MAX NOTES: . ' . •' -_.. . . •,· 1 V 1 HEAVY DUTY GATE HINGES (2) • 1,- ~ • ~/ ., .. .. . .. ... ' . " ~,w~ i::{)J -y \b-i l . 1-1/2" cp FRAME - ' i p -···-··"· ...-518" SQ UARE PICKETS @ 4-5/8" o.c . b _.,,.-DECO ' RATIVE COLLAR #366 (SEE NOTES) #8 DIA. STEEL DOOR PLATE HANDLE SURFACE SHALL BE FLUSH W/GATE FRAME, BOTH SIDES SELF LATCHING LEVER ACTION HANDLES, LATCH & KEY BOTH SIDES ~ ----DECORATIVE ROSETTE #2554 (SEE NOTES) 1. DECORATIVE COLLAR & ROSETTE BY JULIUS BLUM & CO., INC. 1-800-526-6293 2 ALL FENCE & METAL FEATURES TO BE PAINTED @ ® PILASTER . . . cCtVLINH,'"')1W~ F'EHC~ (H.l.c:) FRONT ELEVATION SIDE ELEVATION ·T-- ®. ______________ V_il_la~g_e_"_G_"_E_n_try.:!...-.._P_e_d_es_t_ri_an_G_a_te scale 1 /2" : 1 '-0" ONA 9/28/99 6 ' "' '.,• ... -· -. l T " -C. .... ' ' J ' 7f H 11 11 _ 6"MIN. EQUAL-VERIFY ON-SITE-------,,-..._ I I i . II i B II II II NOTE: ALL FENCE & METAL FEATURES TO BE PAINTED @ I ' I ' ) ' I ) -1-5/8" SQ TOP RAIL ' I I I l II II II !l,.,jJl--j..-~-~_T. DECORATIVE COLLAR BY JULIUS BLUM & CO., INC. 1-800-526-6293 \...f X T .. , /\J ~= ..__ --" >-, II ~ ,-..., '::. 4" SQ METAL POSTW/CAP ~2" SQ. METAL FRAME ~--1-5/8" SQUARE BOTTOM RAIL ® Village 'G' Vehicular Entry Gate B -------~-----scale 1 /2" = 1 '-0" ~ \~HOSCAp~ 11 AS BU IL T 11 !l-r;TS!JJ;. ,t,P, G~'/ ~ APPROVED FOR PLANTfNG M~R '"'-' c> = ff ~~D AND IRRIGATION ONLY, ♦ \ f I I '? /"i "') 1 lf:, INCLUDING PRECISE DATE RLA EXP. F'!r-ll!=>f-1 '6.'.:+JE:Vut..€.. '"'>...Y ='" /4~ LOCATION OF PLANTING . ~/(" ~~ or CAl \\ REVIEWED BY: AREAS NEW SHEET EXP. DATE " , __ ' -INSPECTOR DATE . SCALE 1" = 20' -O" ~ CITY OF CARLSBAD ~ 0 10 20 40 80 GRAPHIC SCALE IN FEET IF SHEET SIZE IS LESS THAN 24' X 36" IT IS A REDUCED PRINT_ SCALe. ACCORDINGLY. ~ndsoe.p~ Ar.,htteotuN • PJ11Rnnln1 Le. Jolla. Centre JI 0266 Tow~e Cent.l'e I)r!..-t11, Sv.U.e s•o San Dlifl&O, CA 92121-3002 610.~&0.lr:i"76 • f'~z C:50.1~8£,I DATE INITIAL ENGINEER OF WORK . - -- - . -- DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PLANNING DEPARTMENT I CONSTRUCTION PLAN FOR: RANCHO CARRILLO VILLAGE 'GI _,., . . " APPROVED£;: J/ 11U ,,;,L. ,, /1-17.-f t '-7/ , ASSISHNT P l.AN~I NG O IRE e'TDR DAT DWN BY: , PROJECT NO. DRAWING NO, CHKO BY: C-7-":l-03 305-9L RVWO BY: 98~ l?J.JJ - I TT::-40 I'' '2,-f;,1 TT-39\ I' Q1I • \ \ I 1 TT-42 fJ..' ,.,., · .. ·.·.•.;·1-. .':' ~ <•:I•··, • I(' , 4li ti I ;ltff_l .. 1. . .. [> I •-,, ,,;:; '•:1 :::::?>;:· / 11,1<:5;/ , 1(9.Y.,-' ~," -..,.... ,, 4r ,~f~ st+' -::¥i' ,,, \ . ~( ·, \ ~\ 0 "'4-u a. o llf \ ~ 2~ ~ { --~ ~~----- y 7--- TT-45\ j" '20'2 NOTE-St:E-IIT~lctl SHEE"T 14 SCALE 1" = 20' -O" 0 L 10 20 40 l;;;/:1~ .. ~!~-~~'--•---.---.-.··--~~ GRAPHIC SCALE IN FEET IF SHEET SIZE IS LESS THAN 24" X 36" IT IS A REDUCED P'llNT. SCALE ACCORDINGLY La11dacape Architecture • Pl11.nninc L11. Jolla Centre II 8266 Towne C1H:i.lr41 Orl..-i,, Suite $.(IJ San Dl~o. CA $2121-3002 fU9.15~0.l675 • Fu 560.1080 LU(.slt? .. i • . DATE INITIAL ENGINEER OF WORK RE'✓!S[ON ~ II As B LJ I LT II ;:,0 , (iT 1 4.fe; !J'1:)l ',✓-"'"{ ~ APPROVED FOR PLANTING = ':n' . ~/ / '"' ,, AND IRRIGATION ONLY, ~+i, 1lff1,., If-INCLUDING PRECISE DATE RLA EXP. "1/r '00 " ~ -LOCATION OF PLANTING REVIEWED BY: OF CAI.I AREAS NEW SHEET EXP. DATE ;;\-J1-0I ., INSPECTOR DATE ~ ... ,-bTI CITY OF CARLSBAD I ~ft TS I • 0 PLANNING DEPARTMENT eM•-- --· IRRIGATION PLAN FOR: RANCHO CARRILLO ~~-~·~ ---VILLAGE 'G' ,.. - =~~a APPROVED~--'~' ~ /f-./ 7-~f .. -~~- ASSISTANK-P1'.'ANN)tlt DIR"CTJ CT{ ' , I I , INITIAL DATE ,NITIAL DWN BY; PROJECT NO. DRAWING NO, DATE CHKD BY: DESCRIPT[ON CTH<R APPROVAL CI TY APPROVAL O.YWO SY: CT'77-oS 3',5-9L L ___________________________________________________________________________________________________________________________ 59;a~~o;-;-1:i-'4 (,I - W/ I t;;<\l. lfel, MOt-l. ~ 15'' o.c ---ne I. CON. sov 12 151'0.c.. FLATG> 2 co~---roe: --ru nc¥ Ur'· ,,,- v.: l~l HO C-AE:fil_l_ 0 ''>TC.-;.-k. r'IL L. /'-.HI) w1,;;r,l"-L./ r. IJ n. fa LAt·ll)'c,{...AfT Ai-t, ,-, rr LL--r ( 71 Tu-r,,,t..) • 7 8' o.c. f"E-1... f'E.l .. , 'BAt..1 4" fOTS ... 12.' oc. 1--1-E'M. i--lY~ ; ,::,-AL, 12 l"DPDC,A/ePU s :'.36~ e.ax~ "-GrreAOLJOre. 1-£'' /5" X " 6 4 14--10 !'<DB 24"/SO>( 5 l"/--JOl?{'l lUM ni'--1.Ax 56,Al-'Al"'R ce;;-r QUEU'-( ' l~ECAST"RUM rz' 13.T. RDl"'W--120FFIANUM 12" 0. C-. Fl.ATS 158 54AL.. IZ''OC.. z. of'L, Rf],//U-EA NOE-i,...11 ALO ST/i". f'i;,STLICA OVIHA 'C,L..AUCA' fc.O.W. eaw Ll~IE DHrHIS SID[ Of !'>T"°Crr IS> -:,' F r'VM FK-E. Of let112'B. 0 rctc 0: l.L\'.A1IOti or· Tk[ r~ 5 9--JALL ~c.. C:COfPlliATCD cARt-F LIL--L-'< so Tf-lA, THrY Aft CLrAf or- AU. iSA<S,f]"I[ ,1--rs I -,--· SCALE 1" = 20'" O" 0 10 20 40 I 80 L __ _ GRAPHIC SCALE IN FEET , SHE 'cT SIZE IS LESS THA:-J 24·· X 36' IT IS A REDUCED PRltH SCALE ACCORDINGLY I ' Le..ndacapit1 Arah1t11d11t-"' • Pli,.nllina: La J olle. Centre JI e265 To"lt'D.4!1 Ci!!:gtr~ DTl'II'~, Suite 340 s.:i:i Di~o. CA 92121-3002 6Ut5G0-1575 • Fax 560.1580 . DATE IN IT I Al ~~"·--- ENG:NEER OF WORK SYMBOL ABBREV. TREES 0 ARE.ROM. 0POl)(i.SA, 0 PHO.R03. 0TRI.CON. SHRUBS ® AGA.Al'I'. @ AGA. VIL. • ALO. STR . 0 GRE. NOE. 111 I 11 1 I II ll I IIHEM HYB @ PHO. T[N. 'AC.' 0 PIT. TOB. -VAR.' 0 RHA. NiJ. T3AL.' GROUNO~_QVE;R_S D BAC. FIL. ,-_p_' LAN. M()N, ~ FES. OVI. GL.A." ~GAZ.SPL. ~ PEL PEL. 'BAL.' LAWN NAME: r::~~cc:icJ MARATHON Ill ~ PLANT LEGEND FOR VILLAGE BOTANICAL NAME COMMON NAME ARl;CASTRUM RCMANZOFFIANUM QLEEN PALM PCDOCARPUS -~R>sl'.11,. l<'P FE~N PINE PHOENIX RC6ELINII PYGMY DATE PALM T.~lSTANIA CON FE RT A BRISBANE BOX AGAVE ATTENUATA FOXTA:L AGAVE AGAVE VILMORINIANA OCTOPUS AGAVE ALOE STRl!.i..TA CORAL ALOE GREVILLEA NOELLII GREVILLEA H~MEROCALUS HYBRID DAYCILY 'LIGHTNING BOLT' PHORMIUM TENAX NEW ZEAi.AND FLAX "APf1IC(), QUEEN' Pll 'fOSPORUM TOBIRA VARIEGATED TOBIRA "VARIEGAT4" l<Hl'fl-\lC1.e,'i5INDICA ·BALLERINA' !NOIA HAWffORNE BACCHARIS PILULARIS COYOTE BRUSH TW:N PEAKS' LANTANA VONTEVIDENSIS LANTANA FES.i'UCA OVINA 'GLAU CA' BLUE FESCUE GAZANIA SPLENDENS CLUMPING GAZANIA 'MULTI-COLOR' PELARGONIUM PELTATUM IVY GERANIUM 'BALCON' RATE: SOD ~ \.~~OSCAp~~ NEW SHEET 'G' ENTRY SIZE REMARKS 12' 8.1. 36" BOX HT. 12' MIN. X SP. 6' MIN. 48" BOX HT. 16' MIN. X SP, 8' MIN. 6' TOT 8.T. EACH (MULTl-3 TnUNKS) 15 GAL. HT. 8' MIN. X SP, 3' MIN. 5 GAL, FULL, BUSHY, GOOD COLOR 75 GAL... FULL, BUShY, GOOD COLOR 5 GAL. FULL, BUSHY, GOOD COLOR 5GAL. FULL, 3USHY, GOOD COLOR 1 GAL. @ 12'"0,C. 5 GAL. FULL. BUSHY, GOOD COLOR 1 GAL, FULL, BUSHY, GOOD COLOR 5GAL. F'JLL, BUSHY GOOD COLOR FLATS ?LANT @ 15" O.C. 1 GAL. PLANT@ 15' 0.C. FLATS PLANT @ 12" O.C. FLATS PLA,~T@ 12" O.C. 4" POTS PLANT@ 8" O.C. DETAIL C A/9 AIB C A/B E E E E E E G E G G II AS B lJ IL T '' 0-~S/J;; 41,, 1 , ~ g /,&.C ~ I APPROVED FOR PLANTING AND IRRIGATION ONLY, J , I I 7'\:>~,; / 1'-/J INCLUDING PRECISE ~Do,e -/ RLA EXP .. ~ LOCATION OF PLANTING REVIEWED g y : or 01 \'<If AREAS EXP. DME ..3.:~1 0\ --INSPECTOR DATE ,. DATE ·~--~-~ CITY OF CARLSBAD ~ ···--·····- PLANNING DEPARTMENT I I --.. ···-"' ··•-•,-~. C ~-••-- ·-,, PLANTING PLAN FOR: '' -~--·~--RANCHO CARRILLO • --. . ~-----""="~--VILLAGE 'G' /7 ~--··-~· -,-- -· APPROVE¼:' _ '7 /. /., (/ ,,-, ✓ ~ l(-/7-ff "M'" .,.,,.~ ASS!ST/l<~NG DIRECTiiR DATE , ., "'""" ; F DWN BY: __ .,/._ ' >ROJECT NO, DRAWING NO. DATE l~!TJAL DATE INITIAL cHKD BY: REVIS[ON DE.SCRIPT ION CT'17-0?;; 3l5-'o/L OTHER APPROVAL C !TY APPROVAL RVWO BY: 98-014