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HomeMy WebLinkAboutDWG 361-9L; SDP 89-18; Arroyo La Costa Recreation Building; 01-40RECLAIMED WATER NOTES ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES & REGULATIONS FOR CONSTRI.JCTION OF RECLAIMED WATER MAINS" PATED OCTOBER, 1993 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY O• RECLAIMED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECLA'MED WATEP. ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BBQS, PLAYGROUNDS SAND TOT LOTS ETC 3 BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVERSPRAY, AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWSSN RECLAIMED WATER LINES ANO POTABLE WATER LINES IS STRICTLY PROHIBITaD. 6 NO SUBSTITUTION OF PIPE "1ATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. * 8. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10:00 PM AND 6:00 A.M THE FO~LOWING MORNING (SPOT IRRIGAT!ON COULD BE DONE AT A DIFFERENT TIME WITH QUALIFIED su~ERVISORY 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 CONTACT WITH RECcAIMED WATER WETHERBY WINDBLOWN SPRAY OR DIRECT APPLICATIO'J T~ROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION WETHERBY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIB'TED 11 IRRIGATION HEADS SHALL BE RELOCATED OR ADJJSTED TO PREVENT OVERSPRAY ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS 12 RECLAIMED WATER QUICK COUPLING VALVES SHALL BE OF A TY"E DESIGNED FOR THE USE 0~ RECLAIMED WATER DISTRIBUTION SYSTEMS (SPIKES NOT EXCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER CARLSBAD MUNICIPLE WATER DISTRICT'S RULES AND REGULATIONS. 13 METERS SHALL SE SIZED BY Tr,E CITY OF CARLSBAD MUNIC:PAL WATER DISTRICT 14. ALL IRRIGATION PIPE S"IAL~ BE STENCILED WITH THE WARNING "NON POTABLE WATER" OR 'RECLA,MEC WATER" COLOR CODED (PURPLE) AND LA'D WITH WARNING TAPE AND STENCILING ORIENTED TCWARD THE TOP OF -RENCH PER CARLSBAD MUNICIDLE WATER DISTRICT'S RJLcS AND REGULATIONS 15. ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE lt>.STALLED WITH STENCILING ORIENTED TOWARD THE TOP CF THE TRENCH. 16 WHEN A POTABLE WATER LINE AND RECLAIMED WATER clNE CROSS, Tr<E RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE Sf-aALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TO-AL OF 20 FEET 17 A ·o FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WAT::R AND RECLAIMED WATER MAINS M'JST BE MAINTAINED AT ALL TIMES THE POTA9LE LINE MUST BE INSTALLED ABOVE THE RECLAIMED LINE 18 A MINIMUM OF 12 INCHES OF VERT!CAc SEPARATION BETWEEN UTILITIES MUST BE MAINTAINEC A~ ALL TIMES * 19. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS,CONNECTION TEST AND A COVERAGE TEST AS DIRECTED BY THE CAR-SBAD MUNICIPAL WATEP, DISTRICT ::NGINEER OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECLAIMED WATER 20 QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING QU,CK COUPLING VALVES USED IN REC_AIMED WATER SYSTEMS SHALL HAVE ACME THREADS (SP KES NOT INTERCHANGEABLE WITH POTABLE WATER QJICK COUPLER SPIKES) AND PURPLE COLORED LOCKING COVERS PERMANENETLY ATTACHED TO THE VALV~ ou:cK COUP_ING VALVES SHALL BE N::LSON NO 7645, HUNTER NO. r-V100A-RL-NP OR APPROVED EQUAL 21. AN ANNUAL CROSS CONNECTION INSPECTION SHALL BE DONE EITf-<ER BY CARLSBAD MUNICIPAL WATER DIS-RIOT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON·INSPECT!NG PARTY * 22. DEVELOPER SHALL SHOW THE LOCATIONS OF R.C. SIGNS "DO NOT DRINK" ON THESE PLANS * 23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS CONNECTION PROTECTION AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION WITH CONTACT PHONr; NUMBERS SHAcL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT oa ENVl;'10NMENTAL HEALTH AND THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT MIKE LINDEN'AUT1" AT (619) 884-4012 AFTER HOURS CONTACT MIKE LINDENMUTH AT (760) 471-0390 24 SHOW ALL POTABLE WATER LINES ON THE PLANS. ITEMS NO'S 6, 19 AND 23 SHALL BE 9EQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED + WATER. 1TEM NO. 22 THE SIGNAGE PLAN SHALL BE A PART OF THIS ,.P. BUT Tr1E SIGNS AND TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECLAIMED WATER. 25. ON RECLAIMED WATER SYSTEMS ALL APURTENCES (SPRINKLER HEADS. VALVE BOXES.ETC I SHALL BE COLOP CODED PURPLE PER AWWA GUICELINES AND SEC-ION 404954 OF THE CALIFORNIA HEA~ TH AND SAFETY CODE SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF FECLAIMED WATER ARE TO BE PERMA[\ENTLY POSTED INSIDE-HE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE 01, A 8" X 11" SIZED SIGN. COLOR· PURPLE BACKGROUND WITH BLA:::K LETT NG. r--PURPLE BACKGROUND PRIVATE RECLAIMED AND POTABLE WATER SYSTEMS ''THE VALLEY CLUB'' LANDSCAPE IMPROVEMENT PLANS GUIDELINES FOR RECLAIMED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF ,a 00 P.M. AND 6:00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ONSITE NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE ~OR MAL SCHEDULE. 2 IRRIGATE NA MANNER THAT WILL MINIMIZE RUN,OFF POOLING AND PONDING. THE APPLICATION RATE SciALL NOT EXCEED TriE INFILTRATION RAT= OF TrlE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBcE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULll';G OF THE AUTOMATIC CONTROL CLOCKS, I.E, EMPLOYING THE REPEAT FUNCTION TO BREAK UP Tf-<E TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3 ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT Ui';OER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS, PRIVATE LOTS, STREETS A~D S DEWALKS 4 MONITOR ANJ MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BRO~EN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES. ETC, SHOULD BE REPAIRED AS SOON AS THEY BEC0'1E APPARENT. 5 EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BAS'S OFT-IE PRESENCE OF RECLAIMcD WATER. PERSONNEL MUST BE INFORMED THAT RECLAIMED WATER l'J MEANT FOP IRRIGATIO~ PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES; HANO OR TOOL WASHING, ANC ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INDUSTRY, IT IS IMPORTANT THIS IMFORMATION BE DISSEMINATED ON AN AcMOST DAILY BASIS. IT S YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH ANO EVERY ONE OF YOUR EMP_OYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ONSITE FACILnEs. SUCH CHANGES MUST BE SUBMITTED TO, AND APP'IOVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH 01S-RICT STANDARJS. 7. ALL P,ECLAIMED WA,ER SPRINKLER COi'iTROL 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 RECLAIMED 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. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR SHEET INDEX CMWD TITLE SHEET GENERAL NOTES LANDSCAPE CONSTRUCTION PLAN-COURTYARD 1/8 SCALE) LANDSCAPE CONSTRUCTION PLAN-REC CENTER (1/8 SCALE) LANDSCAPE CONSTRUCTION PLAN-(20 SCALE) LANDSCAPE CONSTRUCTION FINISH SCHEDULE LANDSCAPE CONSTRUCTION DETAILS LANDSCAPE CONSTRUCTION SPECIFICATIONS GAZEBO PLANS TRELLIS AND ENTRY GATE PLANS ENTRY GATE DETAILS AND TRASH ENCLOSURE PLANS ARCHITECTURAL SPECIFICATIONS LANDSCAPE IRRIGATION PLAN·COURTYARD SHEET NO. 1 2 3 4 5&6 7 8 thru 12 13 & 14 15 16 17 18 & 19 20 LEGEND 9ECLAIMED WATER MAINLINE POTABLE WATER MAINLINE ''DO NOT DRINK'' SIGN LOCP.TION * AREA OF EXISTING RECLAIMED WATER USE AREA OF PRCPOSED RcCLAIMEJ WATER USE ARl,A OF PROPOSED POTABLE WATER USI: c .. :':':::':' J 6" PVC FIRE SERVICE y· •I~ ~\\ I • • : : ; RECLAIMED WATER POINT-----+--c-1~.,.,~. OF CONNECTION --1-:--, - I 'I'! SEE SHEETS: 3, 20, 29 & 30 --+--;.+-:-lllW'!-411 POTABLE WATER METER ---+.-,,r-._-tl'tt~ LOCATION ~,,,, • • I ,• . I' 12" PVC POTABLE WATER -----1 ·, ·. ,; I :· MAIN LINE IN STREET. j ,'.1!/i· ffi'i.::O> I / .., 12" PVC RECLAIMED WATER----il--9 MAIN LINE IN STREET : 1 I :1 · I • ,,' I f I .. "'-"""" 'l,, '~ i~~. .,,:,::~ i:'.~~- • \ ',± ... ~-SEE SHEETS: 6, 23, 35 & 36 POTABLE POINT OF CONNECTION (FOR DRINKING FOUNTAIN) ·, ' \, i <-I 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR (1/8 SCALE) LANDSCAPE IRRIGATION PLAN-REC. CENTER (1/8 SCALE) 21 SEE SHEETS: 5, 22, 33 & 34 ~-SEE SHEETS: 4, 21, 31 & 32 ~--POTABLE POINT OF CONNECTION (FOR IRRIGATION) 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRIN<:LER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. 9. EAC~ AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL SE IDENTIFIED WITH A SIGN BEARING T"-IE WORDS "RECLAIMED WATER USED FOR IRRIGATION" IN ENGL!SH AND SPANISH, WITrl BLACK LETTERS1 INCH HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTI-IZING THE EQUIPMENT. INSPECTION PROCEDURES I. CITY CONSTRUCTION INSPECTION SHALL INCcUDE· A. LOCATION Q• PIPE LIN!;:$. B TRENCH DEPTH. C. REOU,RED SEPARATION (HORIZONTALLY AND VERTICALLY) D. Pl~c 1DENTIFICATION E. POINTS·OF-CONNECTION (POC'S) F LOCATON AND IDENTIFICATION OF SPRINKLER HEADS. G WARNING SIGNS AT THE SITE AND ON THE TRUCKS r1AJLING RECLAIMED WATER (IF RECLAIMED WATER IS USED FOR CONSTRUCTION). AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHAU. BE OSTAl'JED FROM THE CITY AND THE DISTRICT. AND BE FORWARDED TO THE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO FINAL INSPECTION APPROVAL. 2 DIS'RICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS ~OT APPP.OVED FOR RECE!VING RECLAIMED WATER. B. WARNING SIGNS AND LABELS. C QUICK COUPLING VALVES. D ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, AUNOF•, AND PONDING E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED P90TECTION OF WELL, STREAMS, 'lESERVOIRS, ETC. G. CROSS-CONNECTION. 3 ANNUAL 11,SPEOTION SHALL INCLUDE· A COMPLETE INSPECTION WHICH SHOULD COVtcR PART A, PART B, AND PART G OF THE DISTRICT FINAL INSPECTION REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. ¢<M> LANDSCAPE IRRIGATION PLANS-(20 SCALE) LANDSCAPE IRRIGATION DETAILS & LEGEND LANDSCAPE IRRIGATION DETAILS LANDSCAPE IRRIGATION SPECIFICATIONS LANDSCAPE TREE PLANTING PLAN-COURTYARD (1 /8 SCALE) 22 & 23 24 25 26 thru 28 29 LANDSCAPE SHRUB PLANTING PLAN-COURTYARD (1 /8 SCALE) 30 LANDSCAPE TREE PLANTING PLAN·REC. CENTER (1/8 SCALE) LANDSCAPE SHRUB PLANTING PLAN-REC CENTER (1/8 SCALE) LANDSCAPE TREE PLANTING PLANS-(20 SCALE) LANDSCAPE SHRUB PLANTING PLANS-(20 SCALE) LANDSCAPE PLANTING DETAILS & LEGEND LANDSCAPE PLANTING SPECIFICATIONS 31 32 33 & 35 34 & 36 37 38 thru 40 DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR Tr1IS PROJECT. THAT I HAVE EXERCISED RES<>ONSl8LE Cr,ARGE OVE"I THE DESIGN OF THE PROJECT AS DE"INED l,N SECTION 6703 OF THE BUSINESS AND PROFESSIONAL CODE, ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PP.OJECT DRAWINGS AND SPECI ·!CATIONS BY THE CITY OF CARcSBAD AND THE COUNTY OF SA'J DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY AESPONSIBLITIES FOR PROJECT DESIGN. LANDSCAPE ARCHITECT: BURTON ASSOCIATES 12760 HIGH BLUFF DRIVE, SUITE 120 SAN DIE~GO_, CA 130 (619) 794-7 4 BY: ~ REGISTRATION NO 2./5? DATE --~_,,,/'--'-'12..=+-(_'f_f;, __ ",XPIRATION DATE: 1/31/99 MAP LOCATION (N.T.S.) EB C.M.W.D. NO 92-309 11 AS BUil T 11 -1TLE _________ DATE r BLACK LOGO / 36'' ·j!'--····". 1" BLACK LETTERS WARNl'JG RECLAIMED WATER DO NOT DRINK APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIEWED BY: RECLAIMED WATER 0 NOT DRINK R CLAIMED WATER 12" X 36" SIZE .0'.6 ALUMINUMT.06D ABS PLASTIC OR S ICK·ON VINYL SIGNS. AVISO -AGUA IMPURA N TOMAR 1" BLACK LETTERS 2" BLACK LETTERS CL <tJ )- f- ~ ' AVISO C AGUA IMPURA NO TOMAR .......... '-----------~ 18" X 18" SIZE .016 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS. BENCHMARK LOCATION: EL CAMINO REAL AND OLIVENHAIN ROAD DESCRIPTION: STANDARD COUNTY M10 CENTERLINE MONUMENT ELEVATION· 79 716 FEET USG S MS.L. DATUM DEVELOPERS NAME: VILLAGES OF LA COST A SOUTHWEST ADDRESS P.O. BOX 9000-685 CARLSBAD, CA 92009 PHONE: (760) 929-2701 CARLSBAD MUNICIPAL WATER DISTRICT 4k~ f, ~-~ 3-21-9t WILLIAM E. PLUMMER DATE DISTRICT ENGINEER R.C.E, 28176 SAN DIEGO COUNTY DEPARTMENT OF E:V~ONMENTAL HEALTH • ~ ....,c.......... J-.,u-T( APPROVED SY DATE 97.023 12 FEB 9812:id SUBMITTAL f'ROJf:ct :;,' 'i,~o,,_v-"',, ___ IQ WAR 9813rd SWSMl,AL bft.\'lllii PAIICII DAii i&.VISIWIS: i-1-fi' DATE INSPECTOR DATE ---+--+------------+--+------,f-------+---1 I sHE1ET I CITY OF CARLSBAD ~o PLANNING DEPARTMENT ~ ~=:..:==========::..::::===: DATE INITIAL I DATE INITIAL DATE INITIAL ENGINEER or WORK REVISION DE:SCRIPTION I OTHER APPROVAL CITY APPROVAL LANDSCAPE IM0 ROVEMENT PLAN T'TLE SHEET FOR: "THE VALLEY CLUB11 ARROYO LA CQSTA REC ATION BUILDING DWN BY: ___ PROJECT NO. DRAWING NO. CHKD sy, ~-SOP 89-18 RVWD BY: 361 ·9l GENERAL NOTES 1. CONTRACTOR SHALL VERIFY WITH OWNER'S REPRESENTATIVE THAT PLANS ARE CURRENT AND APPROVED 2. WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF CARLSBAD. 3. THESE PLANS ARE BASED ON IMPROVEMENT PLANS BY O'DAY CONSULTANTS DATED MAY 15, 1991 (ENGINEER OF WORK SIGNATURE DATE) 4. THE ENGINEERING SOILS REPORT BY LEIGHTON & ASSOCIATES IS A PART OF THESE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL COMPLY WITH THE REPORT'S RECOMMENDATIONS AS THEY RELATE TO HIS WORK. 5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY ANO/OR REQUIRED PERMITS AND PAY ALL RELATED FEES ANO/OR TAXES REQUIRED TO INSTALL THE WORK ON THESE PLANS. 6. THE CONTRACTOR SHALL BE APPROPRIATELY LICENSED AS REQUIRED BY THE STATE IN WHICH THE WORK TAKES PLACE. 7 THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING THE WORK AND SHALL BE RESPONSIBLE FOR COORDINATING WITH THE OWNER, LANDSCAPE ARCHITECT. GOVERNING AGENCIES AND OTHER TRADES. 8. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY ERRORS, OMISSIONS OR DISCREPANCIES IN EXISTING CONDITIONS OR WITHIN THE PLANS ffi.l!IB_ TO BEGINNING THE WORK. 9. UNIT PRICES FOR ALL IMPROVEMENTS SHALL BE ESTABLISHED AS A PART Of THE CONTRACT WITH THE PROJECT OWNER AND PRIOR TO BEGINNING WORK, TO ACCOMMODATE ADDITIONS AND/OR DELETIONS OF MATERIAL AND/OR LABOR. 10. DETERMINATION OF 'EQUAL' SUBSTITUTIONS SHALL BE MADE ONLY BY THE LANDSCAPE ARCHITECT. 11. LANDSCAPE ARCHITECT SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE OF ANY SITE OBSERVATIONS OR MEETINGS. 12. SITE OBSERVATIONS AND MEETINGS SHALL INCLUDL A PRE-CONSTRUCTION B. SLEEVE INSTALLATION C FINE GRADING D. IRRIGATION PRESSURE AND COVERAGE TEST E. PLANTING AND/OR HYDRDSEEDING F. APPROVAL TO BEGIN ESTABLISHMENT/MAINTENANCE PERIOD G ACCEPTANCE OF ESTABLISHMENT/MAINTENANCE PERIOD 13 SITE OBSERVATIONS BY THE LANDSCAPE ARCHITECT DURING ANY PHASE OF THIS PROJECT DOES NOT RELIEVE THE CONTRACTOR OF HIS PRIMARY RESPONSIBILITY TO PERFORM ALL WORK IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS AND GOVERNING CODES. 14. CONTRACTOR SHALL BE BACKCHARGED FOR LANDSCAPE ARCHITECT'S TIME WHEN OBSERVATIONS ARE CALLED FOR AND IT IS FOUND THAT THE WORK IS NOT SIGNIFICANTLY READY UPON OBSERVATION OR THE APPOINTMENT IS NOT KEPT. TIME WILL BE CHARGED ON AN HOURLY BASIS. PLUS TRANSPORTATION. FOOD AND LODGING COSTS, IF ANY, AT THE THEN EXISTING HOURLY RATE FOR THE PERSONNEL PROVIDING THE OBSERVATIONS. 15. THIS FIRM DOES NOT PRACTICE OR CONSULT IN THE FIELD OF SAFETY ENGINEERING. THIS FIRM DOES NOT DIRECT THE CONTRACTOR'S OPERATIONS. AND IS NOT RESPONSIBLE FOR THE SAFETY OF PERSONNEL OTHER THAN OUR OWN ON THE SITE. THE SAFETY OF OTHERS IS THE RESPONSIBILITY OF THE CONTRACTOR THE CONTRACTOR SHOULD NOTIFY THE OWNER IF HE CONSIDERS ANY OF THE RECOMMENDED ACTIONS PRESENTED HEREIN TO BE UNSAFE. 16. THE CONTRACTOR MUST NOTIFY THE CITY PLAN CHECK CONSULTANT (619) 438-ll62. EXTENSION #4221, 72 HOURS (THREE WORKING DAYS), PRIOR TO STARTING CONSTRUCTION. 17. THE LANDSCAPE OR IRRIGATION CONTRACTOR IS TO VERIFY EXISTING P.SJ AT JOB SITE PRIOR TO INSTALLING LANDSCAPE IRRIGATION SYSTEM. VERIFICATION SHALL BE MADE WITH THE APPROPRIATE WATER DISTRICT. 18 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, 5950 EL CAMINO REAL. 19 CONSTRUCTION SCHEDULEc 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•STANOING. RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AT EACH LOCATION IS ACHIEVED. 20. IRRIGATION, A. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN IO DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS 21. PLANTING: A. PLANTING AND IRRIGATION FOR THE AREAS DESCRIBED ABOVE UNDER NO. 20 SHALL BE COMPLETELY INSTALLED. AS SHOWN ON THE APPROVED PLANS. WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. 22. 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 #! -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 PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO 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 BE1WEEN AUGUST 15 ANO 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 (!00%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE 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 I GALLON CONTAINERS) AT A MINIMUM OF ONE (I) PLANT PER TWO HUNDRED (200) SQUARE FEET. B. AREAS OF APPLICATION -SLOPES 6J OR STEEPER AND, C. D. I. 3 FEET OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE A MINIMUM STANDARD #! (COVER CROP ANO JUTED) 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. SPECIAL CONDITIONS 1. AREAS GRADED FLATTER THAN 6,1 REQUIRE STANDARD #l (COVER CROP) WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS, a. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING b. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. c. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. AREAS TO BE HYOROSEEDED SHALL FIRST BE DISKED OR ROTOTILLED TO PROVIDE A FRIABLE. LOOSE SEED BED. 23. 24. 25. -----------------------------------··· ------------------------------------------------------------------. 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-l OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. 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 UVR RESISTANT PVC APPROVED BY THE CITY. LETTER Of CERTIFICATION (INSTALLATION): A. THE LICENSED DESIGNER OF RECORD FOR ALL THE PROJECTS REQUIRING LANDSCAPE PLANS SHALi. SUBMIT A LETTER TO THE CITY STATING THAT THE PROJECT HAS BEEN INSTALLED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. AS-BUILTS: A. PRIOR TO RELEASE OF BONDS AS-BUILT LANDSCAPE PLANS FOR THE BONDED WORK SHALL BE SUBMITTED TO ANO 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-BUILTS BEFORE TURNING THEM OVER TO THE LANDSCAPE ARCHITECT, ALONG WITH THE CITY MYLARS. D. E. LANDSCAPE ARCHITECT SHALL ADD AS-BUil T INFORMATION TO CITY MYLARS AND RETURN THEM TO THE PLANNING DEPARTMENT PLANNING DEPARTMENT SHALL REVIEW AND APPROVE AS-BUILT MYLARS BEFORE ORDERING PRINT PACKAGE. ENGINEER'S SIGNATURE RE QUIRED ON PAGE 1 ONLY APPROVED APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ''AS C.M.W.D. NO 92-309 t3UIL T" ---------·---- TITLE ·--------DATE c------------------------ REVIEWED BYc ----~---~·-·-ENGINEERING PLANCHECKER DATE INSPECTOR DATE F""'--'7r'--'-=----.c4'":..:.,c'--"'-'="--'-----"'--'--'-'--'=----...1_----,-----,-----,-------,---,-----_1-"-"-"'."::c::..:..:::.".:.. _________ -------... .. _ ..• -----,. -.. -r, SHEET II c1T···y oF cARLsaAo ,. SCA..tit ":,·,_. .... · ... ,·.,\·;:: ··;•,:\)i/.'.'-/,f: ,·_.-·;",:;-'',, L":)1,,;_i}, i---r----1-----------------+---+--+-----+------J .>.-,,_,,"' ., ~,, ,,:1:•.'f;,+,:•;:1,,>Cf,:,•·c<t: • 2 PLANNING □EPARTMENT -. 111!? ~~ \ 1~, ':. ;:r'i :.; .' ·: ;i ,;:-,: ;~1 ----+--+---------------------1-------1---1----1------1 1·•-( ~ 1'1;1/,. ~ I ,~,J~:~. ~• ,Q::;~.:, --t--------t----------+----1------1---l---GENERAL NOTES FOR: "THE VALLEY CLUB" '• ... :-:,/~,/?;}• /JP ~ii'Jr,~·,·r+~'.;f., /I c r =~,---t--+---~----+------+-_________._j_~--1---_---_ .-I' IJ : 9;',!!,, 12F<89612ndSUBMITTAL ______ t-----t---t-----------------+--+----1--~---1-----~A~S~S~IS=;T;,=' A~N:::::T=:::::::=::=N'.l~N:::G:::::D::::IR~E~C:::T:=0~R==::=,=-·::::-=;--DA TE _ : :f:" '""' om 11totst08 "'"' "'" "'"'08 EN;:;:R o~N,:~~ REVISION DESCRIPTION r--0~-:-;~-AP~P-';-~Tv_':------1-~A-,, 1-:-A~P-P':-;-~A-A~---1 '--'~-'-;'----~"-'~,;,. 8 ..:ie..~'----'-._::--::-::-=,c..; [ SR°.~89-~8 [ DR3-61N-9L0 ] j -.. ( A 9 TRELLIS STEPS W/ RETAINING WALL ' " --BY ARCHITECT 16 I ~ MATCHLINE-SEE SHEET 5 I -· H"'t._:;;:;~===-=-=-... -,.,,._-_,_.....,_.....,_,....,=====J========"'"-==-=-=-=-=-=-=-.... -... -_,_~_....,_.....,_..,,,_,_....,_=-==__J.L LO I-w w I en w w en ' UJ z _J I ENTRY WALL SIGN () BY OTHERS <( ~ RETAINING WALL 10 ENTRY OVERHEAD STRUCTURE BY ARCHITECT H 5' HT SCREEN WALL 10 WOOD GATES BY ARCHITECT ENTRY PILASTER GATE AND TRELLIS 16 BY ARCHITECT ENTRY COURTYARD STEPS W/ HANDRAIL A FIREPLACE 8 I I I I I I 0.: >-f- <D "" PA PA • PA PA I ~__,,---.-. .,._ I I I I t ' ' 'I f' ',, ' ',, ' ', ., ' \/ C EXPANSION JOINT W/OUT SEALANT (TYP.) , , i--.,-11-+---------------------~-----• ', SAWCUT JOINT (TYP.) DEEPENED CONCRETE EDGE (TYP.) CONCRETE PAVING (TYP.) ,.// ' ,. ,. ,. ,. PA LOUNGE CONFERENCE / r_ t I t ' I· ! / .. · [g]. •. ©-!··' TRELLIS AND · PORCH LOUNGE / 1 .FQ JYP PA . l • 0.: 9 >-T"" f- / t ' I I- I I / = io s;;t- t-""T I I UJ I , I , I ; / f-' I I I I I I ----1 I I I : I : I I ( ;-"-et-------- <.,., STEPS W/HANDRAIL (TYP.) ... STEPS WI CHEEK WALL DEEPENED CONCRETE EDGE (TYP.) F 11 FLAGSTONE PAVING J 10 · 1 t · W COURTYARD FOUNTAIN ~ 1•+------------irl'------------~~-----+ I-------+-+--------------+(_ "---1 1' I. en " ... - PA "' I I I MEN 111 HP, II I ~ ~-~ TYP.1 11 ... , .. I MUL Tl-PURPOSE EXERCISE -------- WOMEN ~--\-t----r-+--------~---\c--1 0 ' FTN. EQUIP ' " MA TCHLINE-SEE SH EET 5 I 8 __ _J I " PA D w UJ en _J I u t-<( ~ -I I I I I I CONCRETE BAND (TYP.) K 10 TRASH RECEPTACLE E ~ BENCH (TYP) CD DRINKING FOUNTAIN C 12 C 9 D 8 LEGEND Symbol Descrip1ion r-.., Align with Adjacent Surface CL Cen1e r Line EL Elevation EO. Equal T----Expansion Joint FF EL Finish Floor Elevation PA Planting Area PT Point of Tangent R Radius Sawcut Join1 -----5' W.I. Fence ·---7' W.I. Fence NOTES: • ' • ! • SEE SHEET 7 FOR CONSTRUCTION FINISH SCHEDULE SEE SHEET 8 thru 12 FOR CONSTRUCTION DETAILS SEE SHEETS 13 & 14 FOR CONSTRUCTION SPECIFICATIONS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIOI\ OF PLA\JT;NG AREAS. '\ }.:c., .. C.M.W.D. NO. 92-309 "AS SULT" TITLE ________ DATE REVIEWC:0 BY: INSPECTOR DATE J-------j----+-------------+---+--+---------I sH3EET I c IT Y o F c AR Ls BAD ~o "LANNING DEPARTMENT L_:1-(-)_J ~==-===========:..===::; LANDSCAPE CONSTRUCTION PLAN FOR ra 0 4 8 1 6 ..,,,9JR=~~"'El~--1.?; FES g8J 2nd SUS~ITTAL 5~NO~V=97~--10,.,,AA9a,'3rd$UBMITTAL om BA Dt!bfi PRINI □Ali;. R(V:SO;iN!: DA IE:. INITIAL OATE INITIAL PRINT !>J.lt AEvlStONS ENGINEER OF WORK REVISIC'-i DESCRIPTION OTHER APPROVAL "THE VALLEY CLUB" RECREATION BUILDING APPROVED ANz'~CTOR L/-21-ti ASSISTANT OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: CITY APPROVAL RVWD BY: SOP 89-18 361-9L 8 WROUGKT IRON POOL GATE POOL PILASTER ,a POOL HANDRAIL BY POOL CONTRACTOR (TYP.) . . . " . rr=~-=-=-=-=-=-ee.-=-=-=-=-=-=-==-=-=-"'-1'\l---------------1 ' :., ..... ·-·-. ,-. ' ------ I __ J ' LU, :z I I '1 I I I t '( I, I I I -l I I I I I I I I I I I I I I I I ___ __, PA PA '· ' ... 4EQ. -~---------- -I-,_ __ ..... ,_ " ... I I I I I I I I I I I >---+->-----------------, d ---- w <O •··· -------- I n I f--E-+-~BA~R=sE=a=uE~-~ 9 E SAWCUT JOINT TYP. 11 ,r I : ! ;- I I I I i .. I I ,_ . ,.._ ;.. ,.._ ;.. I I I I I ......... ············-·····-· +- I I I '· ' ' " 73 EQ. i ----., .. ,,_ ···--·-··-··-·--····-·-- ... ·-·--· ··------ j0 i~ I I I I I I I I I I ! T l l ... . . ........ .. SfOWERS . I ] HC .. ·'""' -;< MOP SINK c c.",- f-] -□ I . -' il------:r-----------;--, r -··r _._ __ ELEC. POOL EQUIPMENT WOMEN -----c . .. I r""' ! '· -r ....... . - ,. -~ ~; I.( ,, ; ' ' .,., 1ii }" ~---=--· _ .. t L-.-~:, ' t .. ·-- r . . MEN . ' MATCHLINE-SEE SHEET 5 I I I I I I I I I I I i I I I '· ' -.l. STO lli STORAGE 0 4 : I .. t I I I I I I I I 3 EQ. -..... ·-· r·-· -·--·-·-..... _ ......... , .. I I I o· wi "' ♦ ♦ PA w '• rr TRELLIS AT WADING POOL tB SEAT WALL (TYP.) F 12 • WROUGKT IRON POOL FENCE (TYP.)·5' HT. G 12 WROUGHT IRON POOL FENCE (TYP.)·7' HT. KEYMAP @ N.T.S. DECK DRAIN LOCATION· SEE ENGINEER'S PLANS FOR CB CONNECTION TO DRAIN SYSTEM · • WROUGHT IRON POOL FENCE STEP I I I I I I I I ---------L-------' I I C ,a -· SPA SHUT·OFF SWITCH CI) " \,\\_ TRELLISATSPA (s\ --~-------------+-c-=-.)--,1 \ -\-\ \"\ ~ \ \ ,.\ I . I ----.~1---';Lo.=·~,\t---c1-----------------+------1 \--So \Ii STEPS WI HANDRAIL \ , I I POOU SPA COPING [TYP.) F 10 LEGEND Symbol r. Description Align with Adjacent Surface Center Line SHEET 5 CL EL EQ, Elevation Equal Expansion Joint I_ II ,_ . ,_ " ·········-··t·· • J:I ! H G) FF EL PA PT R Finish Floor Elevation Planting Area 8 STUCCO RETAINING WALL : PA ,I I l ! I l 1 I I 1, CONCRETE PAVING iTYP: A l-----f'</-;;am..llm----+:tt-----------------------------1,--------J l -f I 11 ' «>I PA -·. ~· ' ----------- • i I .! I I I RETAINING WALL WI FE~CE NOTES: SEE SHEET 7 FOR CONSTRUCTION FINISH SCHEDULE SEE SHEET 8 thru 12 FOR CONSTRUCTION DETAILS SEE SHEETS 13 & 14 FOR CONSTRUCTION SPECIFICATIONS E 10 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE '---OCATION OF PLA.NT I\G AREAS. Point of Tangent Radius Sawcut Joint 5' W.I Fence ·---7' W.I. Fence C.M.W.D. NO. 92-309 'AS BUil T 1 TITL~ _______ _ DATE REVIEWED BY< ,NSPECTOR DATE f-------,---+------------+---+---+---+--I sH4EET I c IT Y o F c AR Ls BAD ~o PLANNING DEPARTMEN~ ~ ~====-=:::::::==========----'== rn 97.C-:;!3 12FEB9&'2ni;SUBMJTTAL --,,,.,AoJmccOT"I --- 1 6 ~' NOV~9_7 ___ 10 MAR 98/ 3n::I Sl.8MITTAL ' BA rRcNl OATE REviS,Uijg P~!Ni blfE ffEviS1bns DATE INITIAL ENGINEER DF WORK REVISION DESCRIP.,.ION DATE INITIAi OTHER APPROVAL DATE INITIAi CITY APPROVAL LANDSCAPE CONSTRUCTION PLAN FOR: "THE VALLEY CLUB" APPROVED ASSISTANT OWN BY, __ _ Ci-KD BY: __ _ RVWD BY, POOL AREA . ~....... . L/.2/.7f DIRECTOR DATE PROJECT NO. DRAWING NO. SOP 89-18 361-9L • I I I I I I '1 I ' I I I I I I I I Ii I I ' ! !. I j I I I " i: I I I I i I I' I I II I ' I I I I I ! -• • '■ s: ---i• o■ "Tl ~· ca ~ • • • • • I i:I I I. / : I • I I : I : I • • 1. • I I I I I / I I I I I I I • • • • • • • • • • • • • • • • • • • • • ■ • • • -- ( I I j t r • • ·- BENCH [TYP .) .- PA ) CONCRETE WALK PER ENGINEER'S "LANS ¼ •• ••• • • • GAZEBO BY ARCHITECT U FLAGSTONE PAVING ~£)'----~-_;:____c_:_::,_ _____________ ~ AD fil.._.__ ;:: ,._.__ fii ,._.__ 2EQ TVP MATCHLINE-SEE SHEET 6 PA '' ' I ! I .. '=,-..,&;,·c· ¥ •. , . I 1' -~ --,---.. ... _. -~""""' D ti ~ SEE.SHEET 3 '1_ (Q·• . ~ . " . G· ci .. ' . . 0 D' . "' C ---b-, • .----.------'~{,., • ""-'" ::r l ;i:i { ' ' ' ---l_ ~ • ••••• ... - - ' . p~ ■ •• TW13SOO FG 130.00 TF 12933 PA ~ :ft TW 13050 FG 130.00 TF 129.33 • ••••••• Q ----+---·' -. PA .o D • D . Cl . Ell . . a . D 0 KEY MAP 4l \l.l.S. ---·-----.. ...., .,,,.--.,.,.,,.,.,.....,.......,. ----~-, __ -,_ "· ·-... II •,~ • --~----.~ SHOVEL CIJT H:AJER (LJ ----+0-11-----l II PA . ··-,. -. -· ............ ... ...... • -. . ' -···- -r ·1±:::::===========:::c:;1 --. 1~......,-......t...!lL,l_--'l<_ ---------. I . . . I • . -. ' I ) . .1 • SEE SHEET 4 . . ' ·-. / '/ ! / I I • • • • • ■ • • NOTE: --"f--r.============1 . -L • 1±::::,t:::::,:!:l / .. --. •• ALL GRADES NOTED ARE FOR REFERENCE ONLY . SEE CIVIL ENGINEER'S PLANS FOR COMPLETE GRADING INFORMATION. . t······ .;. .. ,. "" .. : ... , ··;. -. . . . -~ ____ ,,;..., .. ·-----... -' . l_ -:i L-··_:_··· ----'-------d ' I 1111 134.ll□ FG 130.00 TF i29.33 0 1 0 I, •. . .. --· . ♦ . . . ·t. ' ' . -..,_ ... , --.. , .... ,., . • I . I I I "· ♦ ♦• ♦ • ... '"';""' -~--· . r::;. .i ~~ =---c:...:..-=-. .. ,, .:....! i; F J ' . . __._j__;_.......,.__ __ , TW 12B.00 ♦ ,==:<:~~ cl< • ♦ TW 12S.OO FG 127.50. TF 126.83 TW 132.00 0G 127.50 TF 126.83 PA ~ FG 127,50 TF 126.B3 • _,t:-• 0-~· ♦ • • • • • • TW 134. FG 130.00 TF '2!1.33 TW 134.00 FG 13000 TF ":!933 ♦ 2 0 4 0 ♦ ♦ rn :..s;R;;;%~"'"ci---12 Ft:9 98/ 2tid susM1TTAL ,;,;5 Wl;;:..,-97:__ __ !OMAR 9813rd SUBMITTAL " BA ~bk-,,.~-~ PIW1T DATE RE._1s1ct.s PIUl<IT IMTE 1'Ev1s1tlNS EXPANSION JOINT WIOUT CONCRETE PAVING (!YP.) SAWCIJT JOINT (TYP.) TENNIS COURT CONSTRUCTION 8Y OTHERS TRASH ENCLOSURE BY ARCHITECT LEGEND Symbol Description r-, Align with Adjacent Surface CL Center Line EL Elevation EQ. Equal -----Expansion Joint FF EL Finish Floor Elevation PA Planting Area PT Point of Tangent R Radius Sawcut Joint ----~ 5' WI Fence ·---7' W.1. Fence NOTES: SEE SHEET 7 FOR CONSTRUCTION FINISH SCHEDULE SEE SHEET 8 lhru 12 FOR CONSTRUCTION DETAILS SEE SHEETS 13 & 14 FOR CONSTRUCTION SPECIFICATIONS APPROV~D FOR PLANTli\G AND IRRIGATION 01\L Y, INCLUDING PRECISE LOCATION OF PLANTING AREAS . C.M.W.D. NO, 92-309 II AS Bu IL T II ·1TLE ------~-DATE REVIEWED BY, INSDEC1OR CATE ---+---+-------------+----+-----+----+-----------, \ SHSEET I CIT v OF CARLS B /1,D ~ ====="---===P::::L:::::AN::::N:::::IN::::G::::::::::D::::E=PA:::::K:::::T::M::::E=N=T===-'=~==:::: DATE INITIAL JATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APDRQV AL LANDSCAPE CONSTRUCTION P~N FOR: "THE VALLEY CLUB" AP"'ROVED ASSISTANT OWN BY·-~- CHe<D BY,-~- RVWD BY DIRECTOR "ROJEC T NO. SOP 89-18 DRAWING NO. 361-9L ' I I. I I I I t \ \ I \ I \ \ \ I q~ Ii Ct ~ ~ I \ I \ b ~ r ~ " 0 c; \ • • • I • • ■ :;; : I -I. ~-::::■ ~-;:,;; . • • • • • ■ • •• ■ • • • • • • • ■ • • • • ■ • • • • • • • • ■ • CONCRETE WALK PER i;NGINl;EA'S PI.JINS ENTRY SIGN BY ARCHITECT -~J }-0 FUTURE PEDESTRIAN BRIDGE CONCRETE STEPS TRASH E=OSUAE BY ARCHITECT CONCRETE WALK CONCRE:TE: PAVING 17 A 11 A 11 ::r: \ .. -... -\-----+:-=-••::_:•:___•_•_••_•_•_• ._:_• \.------\------\-----------------------------="X"'-P-"AN"'S""IO::_:N_,_JO"'-IN-"'T-'-IT'-'Y'-'P.,_) -------t----:-:~-----J • SE .. • / / [J C r-q :I, .. -=.. , •I I l Q • ...._----'-----~ • • • • • • • • • • • • • • • • • • • • A / NO \ \ APA T ' L L. E:':l : Ji] -=-===-· •• ' . ·---~, .......r------~---t--.-.......J 28 EO. t~ MATCHLINE-SEE ENTRY OVERHEAO STRUCTURE BY ARCHITECT • EET 4 • • • • • '• II 0 1 0 rn 2 0 4 0 ENTRY TRELLIS BYARCHTECT STEPS WI RETAINING WALL RETAINING WALL [TYP.) 10 DRINKING FOUNTAIN C 12 FI.JIGSTONE PAVING CONCRETE BAND (TYP.) K 10 TRASH RECEPTAC,E E 12 BENCH 1-Y•.) B TOT LOT AOA SURFACE H 11 PI.JIY STRUCTJRE DEEPENED CONCRETE EOG!; F 11 12" WIDE DEEPENED EDGE 97,023 '..H~B 98/ '.{nd Sl..ll:!MITTAl -,p.,,i<lTISJ [t,,.I --- ~5 -c;NO~V~97 ___ 10 MAR98/3rd SUBMITTAL "' BA D~AWN PRINT DATE RE~iill.JlS Pl,dl(I/ BAil A£VJSJOi,i:!i LEGEND Symbol Description ,/', Align with Adjacent Surface CL Center Line EL Elevation EQ. Equal -----Expansion Joint FF EL Finish Floor Elevation PA Planting Area PT Point of Tangent R Radius Sawcut Joint ". ---5' W.1. Fence ·---7' W.1. Fence NOTES: SEE SHEET 7 FOR CONSTRUCTION FINISH SCHEDULE SEE SHEET 8 thru 12 FOR CONSTRUCTION DETAILS SEE SHEETS 13 & 14 FOR CONSTRUCTION SPECIFICATIONS APPROVED FOR PLAI\ TING AND RRIGATION ONLY, INCLUDING PRECISE LOCAT ON OF PLANTING AREAS . ''AS REVIEWED BY• l'JSPECTOR C.M.W.D. NO. 92-309 BLIL T II )ATE DATE ISHE6ETI CITY OF CARL.SBAD IISHEETSI ---t---t------------------+---+---t---t------j PL ANNI NG DE PAR TM ENT 40 y,m----+--+---------------------t------i----i---+-------t I.JINDSCAPE CCNSTRUCTION PLAN FOR: "THE VALLEY CLUB" DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIN._ DATE . INITIAL OTHER APPROVAL CITY APPROVAL DWN 8Y0 __ _ CHKD BY• __ _ RVWD 3Yc PROJECT 'JO. SOP 89-18 DRAWING NO. 361-9L FINISH SCHEDULE SYMBOL DETAIL DESCRIPTION FINISH AND TEXTURE REMARKS ----··-,.,.,a "M" •-: ••-•.~•a• A A,C&E/11 ENTRY COURT PAVING INTEGRAL COLOR CONCRETE SCOFIELD "SPRING BIEGE" WITH ACID WASH FINISH ANO SAWCUT JOINTS s AS SHOWN ON PLAN. B C & D/8 CONCRETE STEPS INTEGRAL COLOR CONCRETE SCOFIELD "SPRING A/9 SIEGE" WITH ACID WASH FINISH AND SAWCUT JOINTS T F/10 AS SHOWN ON PLAN. C A & EJ! 1 CONCRETE PAVING INTEGRAL COLOR CONCRETE SCOFIELD "SPRING u F/10 SIEGE" WITH ACID WASH FINISH AND SAWCUT JOINTS AS SHOWN ON PLAN. D J/10 FLAGSTONE PAVING "SANTA FE COPPER BUFF" FLAGSTONE AVAILABLE THROUGH SEPULVEDA V 8/10 BUILDING MATERIALS w C/10 E K/10 CONCRETE EDGE INTEGRAL COLOR CONCRETE SCOFIELD "SPRING X BIEGE" WITH ACID WASH FINISH ANO SAWCUT JOINTS AS SHOWN ON PLAN y E/9 F A & D/11 CONCRETE WALK INTEGRAL COLOR CONCRETE SCOFIELD "SPRING BIEGE" WITH ACID WASH FINISH ANO SAWCUT JOINTS AS SHOWN ON PLAN. z E/9 G CONCRETE CAP PRECAST INTEGRAL COLOR CONCRETE CAP SCOFIELD "SPRING BIEGE" WITH ACID WASH FINISH ANO JOINTS AS SHOWN ON PLAN. AA B/9 H STONE VENEER "TUSCAN RUBBLE" VENEER BY ELDORADO STONE. AVAILABLE THROUGH ELDORADO AB B/12 STONE MATERIALS A/8 HEARTH INTEGRAL COLOR CONCRETE SCOFIELD "SPRING SIEGE" WITH ACID WASH FINISH AND SAWCUT JOINTS AC AS SHOWN ON PLAN AD A/8 CHIMNEY CAP DECORATIVE CHIMNEY CAP K C/9 HANDRAIL PAINT COLOR TO BE SELECTED BY LA AE A/11 L 8/8 FOUNTAIN DECORATIVE FOUNTAIN PIECE CUSTOM INTERNATIONAL TERRA COTTA MANUFACTURED PIECE BY INTERNATIONAL TERRA 310-657~3752. ALLOW 8-IO WEEKS COTTA WI LOW FLOW WATER JET BY HYDREL FOR DELIVERY. (MODEL NO. TO BE SELECTED BY LA). AF G/11 M B/8 FOUNTAIN Tl LE (3) ROWS OF 2"X 2" TILE BY WALKER ZANGER. COLOR TO BE SELECTED BY LA. N B/8 FOUNTAIN PLASTER AG G & H/10 BLACK PLASTER 0 A,B&E/11 POOL DECK INTEGRAL COLOR CONCRETE SCOFIELD "SPRING BIEGE" WITH ACID WASH FINISH AND SAWCUT JOINTS AH N12 AS SHOWN ON PLAN. p F/10 POOUSPA COPING INTEGRAL COLOR CONCRETE SCOFIELD ''SPRING BIEGE" WITH ACID WASH FINISH AND SAWCUT JOINTS AS SHOWN ON PLAN. Al H/11 Q F/10 POOL PLASTER WHITE PLASTER R F/10 POOL/SPA TILE (3) ROWS Of 2"X 2" TILE BY WALKER ZANGER. (WATERLINE) COLOR TO BE SELECTED BY LA. AJ C/12 AK EJ12 AL A/11 POOL TILE LANE -'AMERICAN OLEAN' 2"X 2", (3 ROWS) 'RAVfN' (STEPS AND LANES) WITH PLASTER GROUT. STEPS -'AMERICAN OLEAN' 2"X 2", (I ROW) 'RAVEN' WITH PLASTER GROUT POOL PILASTER CONCRETE BLOCK PILASTER CONSTRUCTION WITH AVAILABLE IHROUGH ELDORADO "TUSCAN RUBBLE" VENEER BY ELDORADO STONE. STONE MATERIALS POOL PILASTER CAP PRECAST INTEGRAL COLOR CONCRETE CAP SCOFIELD "SPRING BIEGE" WITH ACID WASH FINISH WROUGHT IRON POOL GATE PAINT COLOR TO BE SELECTED BY LA WROUGHT IRON POOL FENCE PAINT COLOR TO BE SELECTED BY LA STUCCO FINISH STUCCO COLOR TO MATCH ADJACENT ARCHITECTURE BARBECUE COUNTER TOP POURED IN PLACE INTEGRAL COLOR CONCRETE COUNTER TOP SCOFIELD "SPRING BIEGE" WITH ACID WASH FINISH. BARBECUE TILE 'AMERICAN OLEAN' 2'X 2", 11 ROW) 'RAVEN' WITH BLACK GROUT TRELLIS STRUCTURES PAINT COLOR TO MATCH ADJACENT ARCHITECTURE. BENCH 'DU MOR" BENCH #57,601 BRONZE COLOR AVAILABLE THROUGH THE WAKEfll, IJ COMPANY 1714) 552-1130 ALLOW' 10 WEEKS FOR DELIVERY ASPHALT PAVING BY ENGINE£R CROSSWALK INTEGRAL COLOR CONCRETE CROSSWALK SCCJl,IELD "SPRING SIEGE" WITH 12" WIDE SMOOTH FINISH BANDS AND HEAVY ACID WASH FINISH FIELD. CONCRETE PAVING INTEGRAL COLOR CONCR£TE SCOFIELD "SPRING SIEGE" WITH ACID WASH FINISH AND SAWCUT JOINTS AS SHOWN ON PLAN. 12" WIDE DEEPFNED EDGE INTEGRAL COLOR CONCRETE SCOFIELD "SPRING SIEGE' WITH ACID WASH FINISH AND SAWCUT JOINTS AS SHOWN ON PLAN. PLAY SAND #?OR SILICA SANO AVAILABLE THROUGH OGLEBAY NORTON INDUSTRIAl SANDS .. BRIAN MURRIEfA (7141 n8-0171 PLAY STRUCTURE CUSTOM PLAY STRUCTURE # 119708G W/ BROWN AVAILABLE fHROIJGH COAST DECKS; GREEN ROOF, POSTS, AND HARDWARE; TAN RECREATION -GREGG ROGERS (71i1 PANELS, SLIDES, Arm TENDER TUFF COAHD ITEMS 55l-80fi5 ALI.OW 8 10 WEEKS FOi\ BY "LANDSCAPE STRUCTURES". Olli VERY CHILDREN'S PLAY AREA POURED IN PLACf RUBBER RESILIENT SUllfACING AVAILABLE THROUGH COAST ACCESSIBl.E SURFACING 'PLAYBOUND' BY 'SURFACE AMERICA' THICKNESS TO RECREATION -GREGG ROGERS 1714) COMPl.Y WITH CURRENT SAFETY STANDARDS. 553·8065 COLOR, 50% TAN AND 50':i, BROWN. DRINKING FOUNTAIN SINGLE ARM "METRO" DRINKING FOUNTAIN BY AVAILABLE THROUGH CANTERBURY CANTERBURY INTERNATIONAL INTERNATIONAL (8001938•7111 ALLOW 8-10 WEF.KS FOR DELIVERY TRASH RECEPTACLE "DUMOR" TRASH RECEPTACLE #87-00 WITH BRONZE AVAILABLE THROUGH THE WAKEflr I 0 FINISH C:OMPANY (1141 S'.,?-1130. ALLOW II 10 WEEKS FOR DELIVERY. CONCRETE WALK NATURAL COLOR CONCRETE WALK WI JOINTS AS SHOWN ON PLAN C,M,W.D, NO 92-309 ·-----""'····--·--"----· ---· .. ·· ' '1l JII I " I • .-.... I I r I. r.· 1N:of-'t::CTOR u /; T[ ···-----Cl l 0 -C)r ·c Al?i "?;1)/1}\··i ',HI ',., C'I AIJIJINC, Jf.1-'Ah I Ml .. n I 4() . ····-.. ······-·····-... ·-·····-" ···-· . !_,6,NDSCt..P[ :-INl~H SCHl:DLJJ,[ roH t----------. .... ,. ..--·-·-+----, "THE VALLEY CLUB" ... C I 161 - . 2'-0'' -\---------,o•_..............G --------=! • I 1/2"l"YP. N 911------' SECTION " I. GJ[I rn--f------0 ' ~ l 2'-0" I 2 I----,.-- PLAN 4'-0' L l • ELEVATION ,. Co <, "r,) ~ -. . NOTES: OJ SEAT WALL · CONCRETE BLOCK CONS !RUCTION BY CONTRACTOR II C.I p CONCRETE SEAT WALL CAP &j STONE VENEER (SEE FINISH SGHEDUL=) '' ~ GUNITE BOND BEAM w·TH STEEL REINFORCEMENT 8Y COITTRACTOR ]) FINISe G9A0E {SEE CIVIL ENGINEER'S PLANS) ]l II &I ]) COMPACTED SU6GRAOE (SEE SOILS REPORT FOR RECOMMENDATIONS) 114' RADIUS (--YP.) PAVING, SEE DETAIL N 11 EXPANSION JOINT, SEE DETAIL Cl 11 COURTYARD FOUNTAIN 1-1/2'' Mi ·~ I t;; 1-11'.t' ! 21 --I 3 91--t-, ' ELEVATION I -'=,---+I11 SECTION/ ELEVATl::--r NOTES, [} EXPANSION JOINT SEE DETAIL Cl 11 ~ HANDRAIL, SEE JETAIL GI 9 Q) C.I.P. CONC'1ETE STEPS, SEE DETAIL Cl 9 SIZE, STEEL SIZ". AND PLACEMENT. BY CONTRACTOR (SEE SOILS REPORT FOR RECOMMENDATIONS) (!I CONCRETE BLOCK CONSTRUCTION, BY CONTRACTOR [fil STACKED STONE VENEER FACING, SEE FINISH SCHEDULE @) PRECAST CONCRETE CAP I II] COMPACTED SUB·BASE IF REQUIRED 1SEE SOILS REPORT FOR RECOMMENDATION) (ID COMPACTED SUBGRADE (SEE SOILS REPORT FOR RECOMMENDATION [ill PAVING, SEE DETAIL Al 11 [Q) RETAINING WALL. SEE DETAIL II 10 [] CONCRETE FOOTING SIZE, STEEL SIZE, AND PLACEMENT, BY CONTRACTOR (SEE SOILS REPORT FOR RECOMME~OATIONS) ~ 114' RAJIUS iTYP.) STEPS W/ CHEEK WALL ;._ b ;;, .. ' ''' ' ' ' I-: ' 9 ,_ , ·-1· -3'-2" 1'-1' @I ~ .... -@) I ~ s-J ,-,JI 2'' TYP, ,,.. ,,, H j,c_, ,1 F H lo--.!( -.ii i I-1 I-H ,,J '·" ,,J H -1'-0'' TYP, 1'-0'TYP. I l r 71 r 71 0<f "'J ' J Ir i Hllil.r H I-= . - . ··-I ·-· -··-- -ii ~, --I 1 I-[II-. l < •. , ' I-I ,, . ,' ,;,. '·-.,, ,,. :I·, -~--i" ,. ·-"""" ...J ., ,_,, __ ,_ 't· ~--:r "" 4'.(]" ", ... 2'-sn H J \ I-a ~ - 1 ' '' ' . ,, " n \ I-= 1 \ I-= i\F 1 \ HI 1 \ HI 1 \ I- ,,'' ELEVATION FIRE PLACE R 1'•1112" 1 '-3" TYP 10'-0" PLAN "' SECTION/ ELEVATION 2'-0' fil--0 13 ~-11 1 -0" 1YP. 0;> qi 1'-:l' TYP. 7 H ,: I:; ' ;., -~ :. ,_._, J ' . . ,; . / 5 .. , .... , ) ' ' , 3 I ' " • ' • • • •" .. " . -. ' ' . ' . '..,·. .. • • • • • ·" ·" ' t,: ' ' ' .. ' .. -, -. ' • • . . • ' . .. • ' •· ' • ' ' • SECTION '2 5 3 I--+--- 9r-----i--, SECTION 4'•11' • • ·" " . .. • . " " • . . , -, -. -. • . • . . . . • • I 9 ~ 9 t-----\-----t-h NOTES: Q) III II) [!] III III 0 0 I!] 8 0 0 [ill a QI! CONCRETE BLOCK FIREPLACE CONSTRUCTION CONCRETE BLOCK HEARTH CONSTRJCTION PAECAST GONGP.::TE GAP SEAT WALL, SEE DETAIL F/ 12 PRECAST CONCRETE SEAT WALL CAP (SEE FINISH SHCEDULE) FIAEB=!ICK ALTERNATE RUNNING BOND PATEAN SREEEN WAL_, SEE DETA L HI 10 PAECAST CONCRETE SCREE~ WALL CAP (SEE FINISH SHCEDULE) CONCRETE FOOTING SIZE, STEEL SIZE AND PLACEMEN']' BY CONlrl.ACTOR ($EE SOILS REPORT FOR RECOMMENDATIONS) COMPACETD SUBGRADE (SEE SOILS REPORT FOR RECOMMENDATIONS) FLUt 8V CONTRACTOR CONTRACTOA ro YEAIFY SIZE OF FLUE ~n OR TO INSTALLATIOfl.. ANO ro NCT!rY LANDSCAPE ARCHITECT OF ANY CHAfl..~i:S IN FIREPLACE CIMENSIONS DUE TO f'LUE SIZE FINIS>-i GRI\JE i:si;~ GRAOING PLANS BY CIVIL ENGINEER) 1/<" RADIUS (TYP.) HAND-TOOLED JOINT, SEI: Oi:TAIL DI 11 CUSTOM CHIMNl:Y CAP CONlRACTOR TO PROVIDI;: COMPLETE: SHO~ DRAWINGS OF FIREPLACE INCLUDING ALL MECHANIC;AL EQUIPM:NT, HAROW.\RE, CHIMNEY CAP. FLUE SIZE ANiJ FI.UE l.OCPiTION PRIOR ro CCNSTAUCTION 15" 7 SECTION NOTES OJ EXPANSION JOINT, see DETAIL Cl 11 0 HANDRAIL, SEE DETAIL Cl g @] [fil (1£1 Cl P CONCRETE STEPS, SEE DETAILC/9 SIZE. STEEL SIZE, AND PLACEMENT, BY cmJT~ACTOF\ (SEE SOILS RE.F'ORT FOR RECOMMENDA-IONS) CONCRETE BLOCK CONSTRUCT ON. BY CONTRACTOR STACKED STONE VENEER FACING, SEE FINISH SCHEDULE PRECAST CONCRETE CAP COMPACTED SUB-BASE IF REQUIRED (SEE SOILS rtE:r'ORT FOR RECOMMENDATION) COMPACTED SUBGRADE (SEE SOILS REPORT FOR RECOMMENDATION PAVING. Sl:2 DETAIL N 1~ RETAINING WALL, SEE DETAIL II 10 12] CONCRl;"TI; FOOTING SIZE, STEEL SIZE, AND PLACEMENT. BY CONTRACTOR (SEE SOILS REPORT FOA AECOMM5N0ATIONS) lg) :/.4" RADIL,S (TYP.) STEPS W/ RETAINING WALL APPROVEC FOR PLANTII\G AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. C.M.W.D. NO 92-309 I! AS BJIL ~ II Tl TLE REVIEWED BY: !~SPECTOR DATE ,------,---+--------------+---+--+------+------1 I 5H8EE T I CIT v OF CARLSBAD ~o PLANNING DEPARTMENT ~ ~==::::.-=====::::::::::::=========----'=~ LANDSCAPE CONSTRUCTION DETAILS FOR: 97 ,o:23 12 FEB 9812nd SU BM ITT AL ~PA=o=Jc~,~, --- "'' N()\/~~97~---HJ MAR 9813rd SUBMITTAL DATE BA DRA'IN P~JNT 0AfE REVISIONS DATE INITIAL OATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL "THE VALLEY CLUB" 1r-21-rr ASSIST AN DIRECTOR DATE DATE INITIAL CITY APPROVAL OWN BY: __ _ CHKO BY: __ _ RVWD av, PROJECT NO DRAW NG \JC. SOP 89-18 361-9L i [lf-------i-1- • ~: 2 ELEVATION NOTES: IJ] EXPANSION JOINT, SEE DET All Cl 11 0 @] [II 1B 0 C.I.P. CONCRoCE: STEPS, SEE DETAIL Cl S SIZE:. STEEL SIZE. AND PLACEMENT, BY CONTRACTOR (SEE SOILS REPORT FOR RECOMMENDATIONS) ~CNCFH:'.TE SLCCK CONSTRUCTION, BY CONTRACTO~ $TACKED $TONE VENEER FACING (SEE FINISH SCHl;::>: .. LE) PRECAST CONCRETE CAP COMPACTED SUBGAAOE !SEE SOILS REPORT =oR RECOMMEf.DATION I I 5 1-112" I I I J I I 7 I I ---~--~-9 PAVING, SEE DETAIL Al 11 RETAINING WALL, S~!:: DETAIL I/ 10 SECTION • CONCRETE FOOTING SIZE, STEEL SIZE, AND PU.CEMENT ev CONTRACTOR (SEE SOILS REPORT FOR ~5;C0MMENOArlONS) 7 _14'' RADIUS ('fYP) HANDRAIL. SEE OET A.IL or 9 FINISH GRADE (SEE GRADING PLAN ev CIVIL ENGINEER) I 161 /r.;;.i ENTRY COURTYARD STEPS W/ PILASTER "' SLOPE ~ • Lri'\----t---'i,i 5 1D SECTION NOTES: OJ [II @] 0 (II e!XP'ANSICN ..IO!Ni, SE!: DETAIi Cl 11 .SAFEiY GROOVES IN STEP. PER ADA REQUIREMENTS ALUMINUM CCVE"R SHOE. CLASSIC IRON SUPPLY. f231 HANDRAIi .. CONNECTION PER CONTRACT09 TO 8E A~F''10Ve!O ev OWNER, COREO HOl..i; NOT TO EXCEED BOOT COVER DIMENSIONS C.l,P. CONCelETi:: SrEPS, SEE DETAIL CJ a $IZE, $T!;l;;I.. SI.Z:I;:. AND "LACEMENT. BY CONTRACTOR (SEE SOILS AEl"ORT FOR RECOMMENDATIONS) STEEL HANO~AIL MOULDING, JULIUS BLUM 8 CO .t~. HANORAIL SHAU. BE A MINIMUM 1-1/2" FROM ANY WALL CAP ~ 21 HANDRAIL SECTION ~01-i-l'IOCI( QR f'Ql)IVALENT POST CONNECTION lffi STEP PLAN AL.UMINUM HANDRAIL CHANNEL FITTING (1 ·9/1B" WIDTH) Ac.UMINUM HANDRAIL ENDPIECE. STRAIGHT L.AM9'S TONGUE: JULIUS BLUM 8 CO 1' SQUARE ALUMIMJM TU6UlAR POST COMPACT!;;O 5U6-6ASE IF REQUIRED (SEE SOILS R£POF!-;:' ~CFl F-ECOMMENDATION) COMPACTED SUBGRADE (Sl;;E SOllS REPOW FOR RECO-.,MENDATION PAVING, SEE DETAIL. /JJ 11 \ I \ 0-! . ' [I \ SECTION NOTES: Q] liXI-AN5I0N JOINT, SEE DETAIL GI tt [I) @] $A=l:T'f GFIOOVES IN STEP, PER ADA REQLJIAE~NTS /l.LUMINIJM COVER SHOE. TO BE APPROVED BY OWNER PRIOR "'0 INSi'ALLATIQN 11} HANDR,,.,IL CONNl;CTIQr,,i PEF! COJ\,fTRACTOR-0 BE A?PRO\l'ED BY OWNER. CORED HOLE NO--o EXCEED 300T COVER DIMt-:NSIONS 11] 0.1.I" OQt£~1::'rE STFoS SIZE. STEEL SIZE, AND PLACEMENT, BV CONTRAC,-OR ;SEE SCI~ A/:F°Ql"IT FOR FIECOMMENOATIONS) @) e• WIDE CI P' CQNCREcTF CH!:Ecl( WAI l =oorn.G SIZE. s~EEL SIZE. AND PLACEMENT 10 lb 3'r' COr.JTAA::::ro~ ($FF SOIL.$ R~~QRT ,aoR Rt:COMMENOATIONS) OF! EOUIVAL!!NT POST CONNECTION IN PAVING iTt STE" PL.AN 3 , a·. POST CONNECTION ON CHl;EK WALL III 1..YRADIUS III III 1,1/2'' OIA. TUEIULAA ALUMINUM HANDRAIL 1-112'' DIA. TUBlh.AR ALUMINUM POST H'>fTERM!;OIA re ia'O$TS TO 0E SPACED AT 6' 0 G. MAXIMUM ANC CENTERED ON CHl:EK WALi !!£) COMPACTED SUB-BASE IF REQl.,JIREO [SEE SOII..S AEPOFTT FOR RECOMMENDATION) III) COMPACT!:0 $UBGAADE (SEE SOILS REPORT FOR AECOMMEWATION @ PAVING. SEE JETAIL/,J 11 STEPS W/ HANDRAIL ------------© CONCRETE STEPS ------------@ ' " l===~==============l=======±=:;;:::;:j:;::;::;:::;:::::;::::j::::::::====··;, FRONT ELEVATION ,----------- ! I I I I L_ 0 PLAN VIEW g Illig ' " ---------------------------~ 1 0 I I I I I _ ____ _J 3'-6" -1 > I. BARBEQUE .-----r --_ 9--' -------, I {I] SECTION 3M-_. SIDE ELEVATION NOTES: QJ 'DYNAMIC COOKING SYSTEMS' (DCS) GAS BAR BEQUE GRILL MODEL t36BQAS WITH NON-COIABUS-IBLE ENCLOSURE. AVAILABLE FROM: R.P BROOKS & SONS (213) 749-7374. ALLOW 6 WEEKS FOR DELIVERY. 0 @] El ~ [} III @] III ~ G] 0 CONTRACTOR SHALL PROVIDE SHOP DRAWING FOR GAS c!NE ANO ME-ER CONNECTION LOCATION AND LAYOUT CONCRETE BLOCK CONSTRUCTION WITH STONE VENEER CONCRETE FOOTING AND SIZE, STEEL SIZE AND PLACEMENT BY CONTRACTOR (SEE SOILS REPORT FOR RECOMMENDATIONS) STUCCO KICK PLATE 'OCS' STAINLESS STEEL ACCESS DOORS MODEl JADS CENTER ON FRONTSIDE OF BARBEQUe GRILL. TO BE APPROVED BY OWNER PRIOR TO INSTALLATION POURED IN PLACE CONCRETE COUNTER (SEE FINISH SCHEDULE) EXTERIOR GRADE ELECTRICAL OUTLET AUTOMATIC SHUT-OFF TIMER PLUMBED BETWEEN GAS SUPPLY LINE AND CONNECTION TO BBQ OPENING FOR BBQ CONTRACTOR SHALL VERIFY HORIZONTAl AND VERTICAL DIMENSIONS PRIOR TO INSTALLATION POOL BUILDING WALL 4'x 4' TILE TO BE APPLIED TO INTERIOR VERTICAL WALL OF BBQ OPENING (SEE FINISH SCHEDULE) CONTRACTOR TO SUPPLY COMPLETE SHOP DRAWINGS 97.02:l PMJtEt' S'IJ\/97 OAr BA DNAIIN 12 FEB 98/2rd SUBMITTAL 10 MAFI 98i3rd SUBMITTAL 19' + TRELLLIS @ SPA t r_ ~ f E f i i /, # I 1 F PLAN VIEW TRELLIS @ WADING POOL DATE NOTES: [I) 6" X 6' POST [) 6" X 10" HEADER W/ CHAMFERED ENDS [!I 4" X 8" -NOTCHED 2" INTO 6" X 10" WI CHA~FERED ENDS [D 2" X 4" • NOTC!"lED 1" INTO 4" X 8" WI SHA MFERED ENDS (II FINISH G~ADE (S:'E GRADING PLAN BY CIVIL ENGINEER) @) PAVING, SEE DETAILA/11 [Z) SEAT WALL, SEE DETAIL Fl 12 [[I 6' HT. WALL, SEE DETAIL DI 10 [[I CONCRETE FOOTING SIZE s-EEL SIZE AND PLACEMENT BY CCNTRACTOR (SE:' SOILS R,PORT FOR RECOMMENDATIONS) [£I COMPACTED SUBGRADE /SEE SOILS REPORT FOP RECOMMENDATIONS) [jJ] 2" X $"Pl.ANTON POST BASE WI CHA~FERED TOPS ANO MITE'lED s10,s ADDITIONAL NOTES 1 ALL LUMBER SHAL_ BE ROUGf-SAWN DOUGLAS FIR 7 5 I CHAMFERED ENLARGE!AENT '·' C ,_ • .. . . -@I .~-,--]] ~+-j]) END ELEVATION VARIES SEE PLAN VIEW [TYP.) FRONT ELEVATION C.M.W.D. NO 92-309 APPRO\/EO FOR PLANTING AND IRRIGAT ON ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" TITL:C: _________ _ JATE REVIEWED BY: NSPECTOR )ATE I SH~ET I CITY OF CARLSBAD ~ PLANNING DEPARTM::NT 0 LANDSCAPE CONSTRUCTION DETAILS FOR: "THE VALLEY CLUB" APPROVED ~44/ 1./2/.fy ASS STANT P&NING DIRECTOR DATE JATE INITIAL DATE INITIAL OWN BY, PROJcCT NO. DRAWING NO. ffi!NT DATE ~EvlS!dNS ENi;INEER OF WORK REVISION DESCRIPTION , OTHER APPROVAL CITY APPROVAL CHKD 3y, SDP 89-18 361-9L RVWD BY: • 4 • • . • • • • • • • • • • • • ELEVATION • NOTES: ' IIl III III PRECAST PILASTER CAP (SEE FINISH SCHEDULE) .24" SQUARE PILASTER CONCRETE BI.OCK CON$TRUTION 6Y CONTRACTO~ PAVING, SEE DETAIL Ai 11 CONCR::TE FOOTIN~ SIZE, STE::L S!ZE AN.D PLACEMe;i-JT ev CO\JHIAC'l'OA (Sl:E SOIL$ REPORT FOR RECOMMENDATIONS) COMPACTED SUBGRA:JE (SEE SOILS REPCRT F=OA A~COlU/1~\DAIION; 114" FIAOIUS (YYP.; POOL PILASTER ------------@ I 0 \ I t t 1 ~8BtC:S -SEC: e1 !!it:!I 1 \ ' \ \\ • I \ \ \ I ELEVATION NOTES: Q] [II 0 [!) III (II 12] 0 III WROUGIH IAON POOl FENCi;, $1;"1; DETAIL GI H RETAINING WAL,L, SEE DETAIL. J/ 11 WALL C.1.P ($EE FIN SH $CHE0IJLE\ FINISH ·:3AADE ($EE ~RADING PLAN BY CIVIL EN~INEER) COMPACTED SUBGRADE [SEE SOILS REPORT FOR RECOMMENDATION STONE VENE::::A (SEE c:INISH SCHEDULE) PAVl.'JG SEE DETAIL Af 11 EXPANSIO\J JOINT, SE::: DETAIL Cl 11 CONTRACTOR TQ PROVIDE SHOP DRAWINGS FOR CONNECT ON TO WALL GAP P~IOR TO INSTALLATION G 3 ' 8 -El .~~=:!:::::1----i•:2) __,___Q] SECTION W.I. POOL FENCE ON RETAINING WALL ------------® I I I I • I ~ L _____ ~-------------___, PLAN OF WALL END 10 II II " -' ~ NOTES: OJ (II CONCRETE BLOCK CONST'IUCTION, BY CONTRACT:JR CONCRETE FOOTING SIZE, STEEL SIZE, ,~ND PLACEMENT, BY CONTRACTOR (SEE SOILS REPORT FOR R ECO MME NOA TIO NS) @) COIJPACTED SUBGRADE II} IIl @ [l [l [l Gill ~ (SEE SOILS REPORT FOR RECOIAMENDATIONS) clNISH GRADE [SEE GRADING PLAN) 0 RECAST CONCRETE CAP STACKED STONE VENEER FACING (SEE FINISH SCHEDULE) PAVING, SEE DETA LA/ 11 EXPANSION JOINT, SEE DETAIL Cl 11 WATERPROOF MEMBRANE (SEE SPECIFICATIONS) 4" DIA SCH 40 PERFERATE~ PIPE WITH JRAIN GUARD COVERING SLOPE PIPE AT 2% IAIN TD EXISTING DRAiN LINE ( SEE CIVIL E~GINEER S PLAN) 1 CU, FT. OF 114" PEA GRAVEL PER LINEAL FT OF PIPE. PEA GRAVEL ENCASED IN FIL TEA FABRIC, L-----,-:.-~--c:--:-c-~17 2 [ill 114" RADIUS (TYP,) SECTION RETAINING WALL --------------,CD [:}--- 0--- [I-- ~ - -~ ~ - I - I ~ '-0" ~'-HI" l -I " ,, ! ' k ' ' ,-.!/ :, I r 1 !1 I ' ' i I I , 6.,, -0 a,-~ 11 - f ' " 'I' I' I ii ,r , I, 1 ,, -_, = . . - ~ ELEVATION NOTES: □ 1 11~• SO TlJaUL.',R STEEL TOI'! scrr::ii.t AP.IL, Wf"O ro PCST I]) !;(I'" SQ, "U9Ul"'A S'E£L 9 ~-· 0,C SPACING PUNCH :>,jfC rop AND SCTTOIA RAILS WELD All CNi!H:CT ONS 0 1-,q· SQ. TIJSIJLAA STEEL POST (Sii;t" Pl.HI •O~ l:JCAT:QIJ) III GAT!: 1-!IIIIG~S (LOGAT1QN AND TVP!;' !!'I' co,rRACTl)R) (El CQ'JTFACTQR TO Sl'~MIT GATI!" LOCK lNl;l -!A'-101 F rvP~ H1 01'.Nl:';R •OR HPR{)',lf,,l "'RIOR TO F/\BRIG,i,T ON 1!] 10·' Hr 1.1er1,1 <1CK PIATE (60fH 3;:)fS) 2'-111" , .. 11 11..J r M !I ~11 • ' t= 'rl I I I ? I ~ ' b.11 -' ,, ' ' f-rl .._I{ I I I ~ I ' - • '" i . ' ·, " " c.,--- -----G 12] PIL/\STER, SEE DETAli.. A1 lC [I [I ~INI3H G9AOE (.SEE GRADING PLAN flY CIVIL ~NG1"1EER) [3 PAVING SEE DE TAil Al 1· □ CONCREH ~OOTINO SIZE SfEEL SllE AND Pl,.ACl:IAl!"NT S'I' CQl'JTRACTQR (SI;:!!' sor~!, R~PORT FOR ReCO~MSNOATIONS) • 0 T 0 s a 0 ECTION ENLARGEMENT OF KICK PLATE ELEVATION ENLARGEMENT OF GATE HANDLE g GOUPACTH SUl:'iGJU.01: (SI:":: .'SOl~S R~PQRT FQR Rl:COMMl:Nl)AflQNJ W.I. POOL GATE --------------@ 1 0 ELEVATION NOTES [J] PA~CAST CONGRErE POOL CC-PING (SEE FINISH SCHEDULE FOR CCr..lCRETE COLOR) [I] IIIOA-A./ii BcD l31 GUNIT;: 80NO 3Eld.d WITH STEEi. REINFORCEti.tENT L..:J [P' POCL COr>.rl=I.A;'.;TOFI. i4I CONCRETE PAVING iSEE FINISH SCHEDULE FOR L.:J CONCRETE COLOR) IS• COMPA:TED SUB-BI\SE t..:;;;J ISEE SOILS REPORr l'"OA AECD'tll't/lENDArI0N) 161 COMPACTEO SU6QRAOE l...:::J rs::E SOILS l=iE~Ol=iT FOl=i FIECOMIAENOATIONJ 171 flLE SET IN MORTAR WATERPAODI' !HMEAANE ~ BEHIND TILE, .. :;p HORIZONTAL JOINT BETWEEN Tl~E A~O COPING SHALL BE THIO<OL rn W.ll,reP. L!!.Vl!.L, SEe 3FIAOING PLA'lj [[) EXPANSION ,JOINT SEALA~T, SEE DETAI~ 6/ 11 [21 HIIOKOL l::XPANSION JOINT N 2" ~ 1'-0112" I 2"/4o SLOPE SECTION POOUSPA COPING ---------------1® [D----• SECTION NOTES: Q] FLAGSTONE PAVING 0 III 0 III GROUT JOINT (SEE FINISH SCHEDULE FOR GROUT COLOR1 MORTAR BED CONCRETE BASE, SIZE AND REINFORCEMENT BY CONTRACTOR (SEE SOILS REPORT FOA RECOMMENDATIONS) COMPACTED SUBGRADE (SEE SOILS REPORT FOR RECOMMENDATIONS) COMPACTED SUB-BASE (SEE SOILS REPORT FOR RECOMMENDATIONS) FLAGSTONE PAVING ---------------IQ) 1 ' r I 0 [:] 0 ' ii I \ I - I \ ,1P> ~ ' ' ' I ' • (_ ~~ ~ I I I~~ I ' I I - ' !1 --"' I ·' ·, .. ·- -~ "' ' ' ... ,. :· .. ·._:_ " I ·., . -· . • \ . ' \ ' ~ 5 ------0 ELEVATION NOTES: □ 1-1/4' SO TUBULAR STEEL TCP & BOTTOM RAIL, WEL) TO POST 0 112" SQ. TlJBU~.i.A. SHEL @ 4' 0 C SPACING. PUNCH INTO TOP AND ~0'!"1'01/1 RAILS WELD All CO\JN~C-IONS 1-1/t.' SO TU6ULAR SHE~ POST iSEE ~LAN ~OFI LOCH Or-; s:· 0 C M,lX l WALL CAP 'SEE FINISH SCHEDULE) (I} STUCCO AETA;N!NG WALL SEE DETAIL JI 11 [I Fi\lSH ORADF (SFF GRAD NG ~L.ANS 8'<' .".:IVIL ENGINt.EFI.) 0 G:JNGR!:TE i="QOT NG SIZE, STEEL SIZE ANJ PLACE~ENT BY CONTRACTOR (SEE SOILS REPORT :CQA RECOMMENDAl;ONS\ ISi G:JMPACrED SUBGRADE [SEE SOILS REPORT t..:J FOcl RECOM~';NDAT;ON) [I) C;O"TRACTOR T:J PROVIDE SHOP DR.-A.W NGS FOR GOf\Nl;CTION TO WA~I. CAP PRl09 TO INSTALLATION W.I. POOL FENCE -7' HT. ------------© 1 '-6" 1 1 .,~ i;;::::;:::::::;:::~_ ©-1'TYP, (fr .:.-rn ~~-;:__m SECTION ELEVATION NOTES: III PRECAST CONCRETE CAP :I) CONCRETE BLOCK PILASTER CONSTRUCTION BY CONTRACTOR 1) CONCRETE FOOTING SIZE, STEEL SIZE AND PLACEMENT BY CONTRACTOR. (SEE SOILS REPORT FOR RECOMMEN )AT IONS) [I) COMPACTED SUBGAADE (SEE SOILS REPORT FOR RECOMMEN )AT IONS) [[] FINISH SURFACE (SEE CIVIL ENGINEER PLANS) @) STUCCO SCREED CD SPA SHUT-OFF SWITCH BY POOL CONTRACTOR, CONTRACT:)R Tel INSTALL SWITCH PER POOL CODE III SIGNAGE BY OWNER I]) 114" RADIUS (TYP,) SPA SHUT-OFF SWITCH @ NOTES: © Q] FLAGSTONE PAVING GROU~ JOINT ELEVATION NOTES: [) CONCRETE BLOCK CONSTRUCTION . BY CONTRACTOR Ill CONCRETE FOOTING SIZE, STEEL SIZE, r,3,,1 AND PLACEMENT, BY CONTRACTOR l.:!J (SEE SO LS REPORT FOR RECOMMENDATIONS! COMPACTED SUBGRADE iSEE SO LS REPORT FOR RECOMMENDATIONS) G [Il FINIS-1 GRADE (SEE GR DING BY CIVIL ENGINEER PLAN) [I PRECAST CO~CRETE CAP [I 114" RADIUS /TYP) III STUCC:J SCREED L__------j 5 3 SECTION 61 HT. SCREEN WALL ------------© G I 1aa==oj L ELEVATION 2 I---+~~-+- NOTES 3 [) III Q) @) III CONCRETE BLOCK CONSTRUCTION, SY CONTRACTOR CONCRETE FOOTING SIZE, STEEL SIZE, AND PLACEMENT, BY CONTRACTOR (SEE SOILS REPORT FOR RECOMMENDATIONS) COMPACTEO SU8GRAOE (SEE SOILS REPORT FOR RECOMMENDATIONS) FINISH GRADE (SEE GRADING PLAN) PRECAST CONCRETE CAP L__------j 5 r SECTION [I 114" RACIUS (TYP.) 5' HT. SCREEN WALL ------------~® COMPACT::D SUBGRADE (SEE SOILS REPORT FOR RECOMMENDATIO~S) 1 '-0" III iSEE FINISH SCHEDU_E F:JR GROUT COL:JR) III III [) [il COMPACTED SUB-BASE SECTION II) 0 MORTAR BED CONCRETE BASE, SIZE ANO REINFORCEMENT BY CONTRACTOR. (SEE SOILS REPORT FOR RECOMMENDATIONS) (SEE SOILS REPORT F:JR REC:JMMENOATIONS) CONCRETE BAND FINISH GRADE (SEE GRADING PLAN BY CIVIL ENGINEER) II) 114' RADIUS C.M.W.D. NO 92-309 I AS BUil T I TITLE ________ _ DATE REVIEWED 8Yc CONCRETE BAND --------------® .AP::::RO\/ED FCR PLANTING AND IRRIGA T ON CNL Y, INCLUDlf\G PRECISE LOCAT!OI\ OF PLANTING A,REA~. ,NSPECTOR DATE 97.0:25 12 FE:S9~2nOSUSMITTAl --.,,,.4t"'Jl7"C r1 --- is' NOm'-V~87~---10 MAR Q8/.31d SUS~ITTAL ' BA 5FMWN SHEET 10 CITY OF CARLSBAD P _ANN NG DEPARTMENT LANDSCAPE CONSTRUCTION DETAILS FOR "THE VALLEY CLUB" !-----+---+--------------------+---!------+!----+----I , APPROVED ~ ~ if21-~I' _______ r-----~------------------+----+---+----+----1 ::;~! A;=S=-S=-IS~T~A=-N=-=-=-=-=-=-::::...,::;";:::":::::=D=IR=E=C==T==O==R=====;-~==OA= TT=E==: CWN 8Yc ___ PRQJECT '<0. I ORAWINC NO. PRINT ClATE 11EV15IDN5 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION f--0-~-:-::-AP~P- 1 :0- 1 rv_ 1 :---+-~A-1rrY_E_AP~P 1 :-~-~,i_-AL--1 ~~~~ ~~',---SOP 89-18 361-9L ~= ~-~~ ~,co,'" <\:!. -= ,. ' ,. ----·-·---------- \ • t:illI£:PLEASE VERIFY "LL DIMENSIONS OF ~-~y AREA A~J[J (; lZ:, UR IE N f A TlO\I, At~□ L0Ce4T[O\S CJF ALL EXlSTING UT[L!TIC::;, EOU!PfvlE\ T, AND sr·'t: f--UFlN:SHINGS, 7 ...---------;=t . ; i I: . ' : I I 1/l' TYP 11 .. 11 -··-· l -···· ! ----- 1) I l JT: : 1·_ I' 1., .. 11 ... 1:-1 i c-111::·111- , ': i( Ii 1' 11TI: 'r.w Tr !j i I I]) SECTION rno, 11.L !.U'POIIT I \ PLAY STRUCTURE NOTES: [D SEAT WALL· CONCRETE BLOCK CONSTRUCTION BY CONTRACTOR III PRECAST CONCRE;TE SEAT WALL CAP (§l I]) STONE VENEER (SEE FINISH SCHEDULE) CONCRE;TE FOOTING SIZE, STEEL SIZE AND PLACEMENT BY CONTRACTOR (SEE SOILS REPORT FOR RECOMMENDATIONS) FINISH GRADE [SEE CIVIL ENGINEERS PLANS) COMPACTED SUSGRADE (SEE SOILS REPORT FOR RECOMMENDATIONS) l1J 1/4" RADIUS (TYP) "~ f01 _Ql ADA SURFACING H\ ' , ....... ~ aOcjqi,i 'l(:ll'LR1l <>:.r.no.1,., , 1 . ~ VARIES-SE£ P\AN 4' TYP. [ ] [I ELEVATION 1 ~ ' 5 ~ I Cu~t.cm [l',.,rqe I 2 111353 TALK TUBCS -UlilOUNO LEVEL ARROYO LA CASTA CARL8SBAD. CA COAST RECRE~TION, INC. GREGG ROGERS TH]5 "LA~ M[A a., rnU[f¥-t[NT IS DESIGNED ~UR ~GES 5-l:? TEARS lME DESIGN (JI'" HIE E{J.J!PMEfl/l [J,; ff.lJ5 "LAN IS CERTlFIEO &. VO.LIDO.TED TO BE IN :otffOAMAIIICE \l'ITl-1 HE A!'ERICAN SOCIEH r~ TESTING & ~O.TERl4L5 (O.STH) F"ll!87 ';iT/ltlDARDS FCA MLIC:: $0.F~rv. !T !S Trf: Mil\NUfllCTURE:RS Cf'JMON THAT THIS ?t.AYSTAuCTuAE CONFORMS TO O.CCES51BJLITV RE[)UIR[HENTS OF Tl-IE 0.,0,A, (At-ffHCANS lilYH OIS"!!l!LllifS AC!). THIS CO'-CEPHJAL PLAN i.AS BASED ON INFORMAl!ON AW1llA8LE TD US. PRIOR TO CONST~CTlO"I. DETAILED SITE INFlFMATl□N lr-CLUD[~Ci SITE DIM[NSJONS. TOPOGnO.f'HY EXISTING UTILITIES, SOIL CONDITlONS, AIIC OAA11¥oGE SOUJTJ[)NS S/-IOUU) BE OB-AINEO. E'JALUA"lf:(I, & UYIL!m'.I lN lH£ ~-!NIil l'ltSIGN. ,---·"---------l,;OOSE A PROTECT[\'[ su~FAC!NG ,-tATERIAL !Mi:t.T MAS A C~!TICtll HEl(iMT 'JtllUE' or Al LEAST HE HEIGHT OF THE H!GrEST ACCESSIBLE PART /FALL HEIOt-lT OF lHE ADJACENT EFJUIP"1E'-'l, lflE', CON5Ulo\ER f'~OCIUCT SAFET~ C:[:JHMISSION ICf'Si::> VUIOEL JN[5, SECTJ~ 10!: s;uisrACl~.J ~"m•~--••-~~-·•-•-- PLAYB00STER ORS::.WJNC ~: 1197703 DESIGNED BY, IANDSCAPE -.. · .. · .,,,,, .. INC ~ WF. Moke Exceptiono: Fund E-el 7\1-, STREET 50UTH · P,O, BJ~ l<i(I OElAND, MINNESOTA 55328 PH: 1-ailil·JZ8·ili1J'.i fA~, 1·61i-'F2-60'l1 NOTES: II) III Q] [I) III ([J I 114' SQ W.I TUBING TOP AND BOTTOM RAILS. WHO ro POST 111' SQ, W,L TUSING O 4" O,C, PUNCH INTO TOP AND BOTTOM RAILS WELD All CONNECTIONS I 114' SQ, W,L POST (8'-0' ~AX, SPACING) FINISH GRADE (SEE CIVIL ENGINEER PLANS) CONCRETE FOOTING SIZE, STEEL SIZE ANO PLACEMENT SY CONTRACTOR (SEE SOILS REPORT FOR RECOMMENDATIONS) COMPACTED SUBGRADE (SH SOILS REPORT FOR RECOMMENDAflONSI 'FENCE COLOR 10 BE SELECTED BY OWNER SEAT WALL ---------------1® W.L POOL FENCE -51 HT. ------------@ Bench 57 • Cast iron supports have provisions for anchoring • Available in extendBd lengths 1ri multiples of 6' and B' • Custom lettering on support side panels available Materials Slat'i: 2" ~ .1 · norn in ..::ho1ct.: ofClc,u All HL·.u,:, i,;J't..'i.: (>f° Hi .. ".'\r! Crnt(:r Redwood; Ck,\r' l)oug);_\,'> fir; or Ipc-,11111irh <.:k;1r pr~'.~~v,1tivt.:' tn.:atmcnt Supports: ( ;,1,{ in >ll Center OmtOtn Strap: 3/16";,; 1-l_/4" !>H:'d bar. Bracing_'. I· 1 / 16" () 11 steel ptpc. Fastener.-: St,\111k"-\ stcd and pbrcd finish: Set· inside· fronr ...:ovt•r for cho1t.:t' of poh·- C:<;Ti;r 1~1m'lk!' li11i,li ((;rt..'(,.'11 sl1<~wn.) RcdWfxx:I &nchcs { 2 supports) 57-60R ()' long,, 197 lhs 57-80R X' k,ni;. 222 lhs Dougla1-;. Fir Benches. (2 suppons) 57-601) ()' Ionµ., 197 lb~ 57-800 1--:' Ions, 222 lt\'1., Ipe Benches ( 2 suppons) 57-601 6 Ion~, 27S lbs 57-801 S' 1011g. 325 lb, BENCH ----------------® NOT ASSIGNED --------------------,© 97.023 liRQ..iECT 5 NOV 97 lZ FES:$812ru SUBMlTtAL OAT£ INITIAi. 1 ,, • ~ .. --, _, -t -,'--1-!L,,WF==-• )_,'-(-. -t, " • ~ I\-',"!'!, • .. n-.zrro::,n&,, (,la'<l , 0~·0 m...= _ _.:=.-.... · ,;:n_::-~ :- (,) c::::() RH.Sid~ 19" 7 ~i1iii111 · ~- NOTES 1 lnsr.1U fotrntain so lhal rig:M h;md sidt laces pre\lailin!l wirnl l. Hand form II LOi'ltl1!1~ bowl <1( bouom of ya<d box !o l.ic1li1a1e ~and clean o11t. l Fl!rf,;n.ned dain pipe and trench are to Qr~1n away from louni:un at 1% min. 1lapi!. Ke~p Qr:,m in lawn .ir11.t~ 4. 1111:1'1 no. 6 i$ a one utch 9a1e valve. Use ,~d bra~ b1,1~hirig reduc4m to .id.ipl 10 f@@d pipe. {D Orinkiog Fourm1in · 0 Q) 3/8'. di.t. tx~ansion anchon. w11h Ila! {ff't~d hea1i5) .screws 4 pl;;ctl 1'..t." P.V.C. pipe with SWl;!l!'p 90' !;!fl conaetliOl'I 10 IO<.i•l!;li11 d~ain. @) 9½" x 16" Ct;)n[re(I! y.irr1 bOJo: v.,i1h hin~d !Otkiny tup (Bi;'.1(111$ NQ. 3HL or eQl.i<iO m on rt(! brick IOul"l\1811011 @ -Q'" :.: 40 110. f1. f)~do1attd uridtid1.rin pipe. enc:il5E'rl "' c:rushrd rock ('3/4'· mt) Pi.ie l(l tit A,l;l,S 01 O(ll!~I @ I .. gate 11al11e wilh red bra,;; c:rn~: h;,rndle ;in(! 11n1Q1\ Install a:! per Sid. Ow~. 1-12 (J) ® l" dia. gaiv. pipe sleev, wiit, rl!'d b•ass tock c~p per Sm Dwg:. 1· 12 Rigid CDpper IJ!pt Jrom gale ll~l~f lo lo11n1;11n i::~t1YIIJl1 ~Qflll_li!CtlQfl. ® Canc~tli! p:a~mr;m 1 6 4··m1~ SECT B~B DRINKING FOUNTAIN ---------------1© Steel Receptacles B7 • Hinged. spun-steel cover • O~tional· hingecJ, domed cover' Mc;1t;;er1als Rod~·; l/4", 1 ·· ;.111d 1/..J.'' \ 2" \HX! h,ll"\ 1,·ith ~/H"di.-i111d~T .11 l<ll'' ,llld I")( JI\! llll L'd~L"'- Co\'cr: 12 ~,1,1µ.c );pt1n ,1t.:...:I \1irli nd( )11 -.,rop;, Dom,.:: I-+ ;1-,u11:-;c -.pu11 ,1nl ,,·itl, m·lon '>{op<.. Liner: 21 f~ .. 1ll(ln pl;1~{i;, Fini'.'>h: \,:~-1n<..idc ti(in; (11\<.:r' tin ,.h,)1,~-iii 1~111\ 't",1,·1 1~ ,1\(kr fi111-..h 11,1-, ,rue· ,ii. ,11·: 1 TRASH RECEPT AGLE ------------® C.M.W.D. NO 92-309 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T II TITLE ________ _ REVIEWED BY: INSPECTOR LANDSCAPE CONSTRUCTION DE;TAILS FOR' "THE VALLEY CLUB" DATE DATE _1/-'ZL-~ DA1E ASSISTANT DATE INITIAL DATE INlfiAL DWN BY: __ _ PROJECT NO. DRAWING NO. b.tift BA MihN AdAI 611( M:9!Slii1S ►liJNt liift DUISICWS ENGINEER OF WORK REVISION DESCRIPTION OTHER Al'PROV-'t CITY Al'PROV AL CHKD BY: __ _ RVWD BY: SOP 89-18 361-9L LANDSCAPE CONSTRUCTION SPECIFICATIONS 1. SCOPE: PROVIDE LABOR, MATERIALS, PERMITS, EQUIPMENT, SUPERVISION, SERVICES, TRANSPORTATION ANO ALL OTHER ITEMS NECESSARY TO COMPLETE ALL CONSTRUCTION WORK AS INDICATED AND SPECIFIED WITHIN THESE PLANS BY BURTON ASSOCIATES THE INSTALLATION SHALL BE COMPLETE IN EVERY RESPECT TO THE SATISFACTION OF THE OWNER. 2. GENERAL: A_ GENERAL CONDITIONS 1 IT IS THE INTENT THAT ALL IMPROVEMENTS SHALL BE CONSTRUCTED, ASSEMBLED ANO INSTALLED IN AN EfFICIENT AND SAIISFACTORY MANNER ACCORDING TO THE HIGHEST WORKMANLIKE STANDARDS. IMPROVEMENTS SHALL BE COMPLETE IN EVERY RESPECT ANO SHALL BE LEFT READY FOR THEIR INTENDED USE AND/OR OPERATION BY THE OWNER. 2. THE CONTRACTOR SHALL CARRY ALL NECESSARY COMPENSATION, LIABILITY ANO PROPERTY DAMAGE INSURANCE TO COVER HIS WORKERS AND INSTALLATION SO AS TO OFFER FULL PROTECTION TO THE OWNER FROM ANY 3. 4. 5. 6, 7. 8, 0 lO. POSSIBLE DAMAGE SUIT OR LIEN ON THE OWNER'S PROPERTY. THE CONTRACTOR SHALL APPLY AND PAY FOR NECESSARY PERMITS AND FEES REQUIRED BY LOCAL GOVERNING CODES ANO MUNICIPAL/TIES TO COMPLETE THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED LOCAL. MUNICIPAL ANO STATE CODES, LAWS, RULES ANO REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY MADE A PART OF THESE PLANS ANO SPECIFICATIONS. THESE PLANS ARE PREPARED FOR THE CONVENIENCE or THE CONTRACTOR, THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AFFECTING THE INTENDED DESIGN Of THE CONSTRUCTION WORK. ANY DISCRFPANCIES SHALL BE REPORTf() 10 THE OWNERS REPRESENTATIVE IMMEDIATELY. ANY DISCREPANCIES BETWEEN THE SITE CONDITIONS AND THE CONTRACT DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT IMMEDIATELY. ANY CONTINUATION Of WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS AT THE CONTRACTOR'S RISK AND EXPENSE. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF CONSTRUCTION ELEMENTS WITH TO AVOID CONFLICTS WITH GRADING, PLANTING IRRIGATION, UTILITIES, OR ENGINEERING OR ARCHITECTURAL FEATURES THROUGH THE OWNER'S REPRESENTATIVE. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL LOCATE BY STAKES, OR OTHER MEANS. ALL CONSTRUCTION ELEMENTS AS CELINEATFD ON THE PLANS FOR APPROVAL BY THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ALL UTILITIES, CONSTRUCTION, IRRIGATION ANO PLANTING ELEMENTS, EXISTING OR NEW, MARKED OR UNMARKED, AND SHALL REPAIR OR REPLACE ANY DAMAGF.D IMPROVEMENTS IN A MANNER ACCEPTABLE TO THE OWNER'S REPRESENTATIVE. II. CONSTRUCTION, SUB BASE REQUIREMENTS, COMPRESSIVE STRENGTH SLAB THICKNESS, CONTROL JOINTS, REINFORCEMENT, UC. OF All_ PAVING ON GRADE SHALL B[ IN ACCORDANCE WITH fHE RECOMMENDATIONS OF THE PROJFCI GEOTECHNICAL ENGINEER AND/OR PROJECT STRUCTURAL ENGINEER. 12. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE. B. PLANS 1. ALL CONSTRUCTION ITEMS SHALL BE LOCATED AS DIMENSIONED ON THE PLANS UNLESS OTHERWISE INDICATED IN NOTES, DETAILS, LEGENDS AND SPFCIFICATIONS 7. DIMENSIONS ARE TAKEN FROM FACE OF VERTICAL IMPROVEMENTS UNLESS NOTED ON PLANS. 3 IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE_ DRAWINGS 4. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BE THE SAME AS OTHER SIMILAR WORK SHOWN OR NOTED ON THE PLANS 3. PAVING A. GRADING l CONTRACTOR SHALL VERIFY IN THE FIHD. THE EXTENT Of IMPORT OR EXPORT TO INSURE FINAL GRADES AND NOTIFY OWNER OF ALL DISCREPANCIES WHICH SHALL AFFECT CONTRACTOR'S WORK PRIOR TO BEGINNING WORK 2. ALL EXISIING rill SOIL AND DISTURBED NATURAL SOILS ARE TO BE EXCAVATED ANO REPLACED WITH PROPERLY COMPACTED FILL PER THE STRUCTURAL SOILS REPORT. ALL FILLING, BACKFILLING, RECOMPACTION. ETC, IS TO BE ACCOMPLISHED ONLY UNDER THE SUPERVISION Of A SOILS ENGINEER. 3. EXPORT SOIL ANO DEBRIS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL GRADES. 5, 6 CONTRACTOR IS RESPONSIBLE FOR ACHIEVING POSITIVE DRAINAGE Al THE FOILOWING MINIM_UM GRADIENTS UNLESS OTHERWISE NOTED: l% IN PAVED AREAS, 2% IN AU. PLANTED AREAS. ALL SUBSURfACl DRAIN LINES INDICATED ON THESE PLANS SHALL HAVE A MINIMUM ONE HALF OF ONE PERCENT SLOPE CONSTANT 10 OUTLET. B. PORTLAND CEMENT CONCRETE PAVING I. CONSTRUCTION, SUB BASE REQUIREMENTS, COMPRESSIVE STRENGTH, SLAB THICKNESS, CONTROL JOINTS, REINFORCEMENT, ETC. OF ALL PAVING ON GRADE SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINEER ANO/OR PROJECT STRUCTURAL ENGINEER 2. SUBMITTALS, a. BECAUSE CONCRETE COLORS AND FINISHES MAY BE ALTERED BY MANY FACTORS INCLUDING CEMENT COLOR, SAND COLOR, SLUMP, FINISHING PRACTICES, AND CURING METHODS, THE CONTRACTOR SHALL CAST TWO (2) SETS OF CONCRETE SAMPLES FOR REVIEW ANO APPROVAL BY THE OWNER (ONE PRELIMINARY SET OF SAMPLES AND ONE FINAL SET OF SAMPLES). SAMPLES SHALL BE CAST FOR EVERY CONCRETE FINISH INDICATED ON THE PLANS. THE CONTRACTOR SHALL FIRST CAST ONE (I) PRELIMINARY SET OF SAMPLES WHICH SHALL BE 1' XI' SQUARE. AFTER THE PRELIMINARY SAMPLES HAVE RECEIVED APPROVAL BY THE OWNER, THE CONTRACTOR SHALL CAST (I) SET Of 5' X 5' X REQUIRED THICKNESS SQUARE FINAL SAMPLES. BOTH PRELIMINARY AND FINAL SAMPLES SHALL BE CAST USING THE EXACT CONTEMPLATED MATERIALS AND CONSTRUCTION TECHNIQUES INCLUDING CONCRETE MIX, SEALERS, JOINT FILLER, ETC. SAMPLES SHALL BE CAST AT A LOCATION DESIGNATED BY OWNER'S REPRESENTATIVE. APPROVED SAMPLES SHALL BE LEFT IN PLACE IF APPROVED BY THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL PROTECT SAMPLES FROM DAMAGE OR LOSS. APPROVED FINAL SAMPLES WILL BE THE STANDARDS FOR CONCRETE WORK. 3 TESTING, a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT FLATWORK COMPLIES WITH APPLICABLE CODES AND REGULATIONS OF MINIMUM WET AND DRY SLIP COEFFICIENT STANDARDS OF SAFETY FOR GOVERNMENTAL AGENCIES HAVING JURISDICTION BOTH SAMPLES ANO FINISHED FLATWORK SHALL BE TESTED b. ALL CEMENT. AGGREGATE, REINFORCING STEEL STRUCTURAL STEEL, ETC. SHALL BE FROM TESTED STOCK. COPIES OF TEST REPORTS SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE UPON REQUEST. 4. QUALITY ASSURANCE, a. REGULATORY REQUIREMENTS: IN ADDITION TO COMPLYING WITH THE APPLICABLE CODES AND REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, CONTRACTOR SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE CRSI MANUAL OF STANDARD PRACTICES. WHERE THESE REQUIREMENTS CONFLICT WITH THIS SPECIFICATION, COMPLY WITH THE MORE STRINGENT PROVISIONS. 5_ REVIEW OF SITE CONDITION a. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORILY CONDITIONS ARE CORRECTED. b, NOTIFY OWNER'S REPRESENTATIVE 24 HOURS BEFORE SCHEDULED START OF PLACING CONCRETE. EXCAVATIONS, FORMWORK, REINFORCEMENT, AND EMBEDDED ITEMS SHALL HAVE BEEN INSPECTED AND APPROVED BEFORE ANY CONCRETE IS Pl.ACED. c. TREAT SUB-GRADE UNDER PAVED AREAS WITH WEED KILLER IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. TAKE EXTREME PRECAUTION TO CONFINE WEED KILLER TO AREA COVERED WITH PAVING, AND PROVIDE NECESSARY PROTECTION INJURY OR DAMAGE TO LIFE OR PROPERTY. 6. PREPARATION a. GENERAL, COORDINATE THE WORK OF THIS SECTION WITH RELATED WORK PLACE CONDUITS IN CONCRETE SLABS WITH A MINIMUM COVER OF 2 INCHES ABOVE AND BELOW CONDUIT. LOCATE ACCURATELY AND SECURE IN-PLACE INSERTS, ANCHOR BOLTS, TIES, DOWELS, AND MISCELLANEOUS PLATES BEFORE POURING. 7. INSTALLATION: a GENERAL b. 1 ALL CONCRETE SHALL BE FREE FROM DEFECTS. AND SHALL CONFORM TO THE SHAPES, DIMENSIONS AND FINISH GRADE ELEVATIONS AS INDICATED ON THE PLANS. 2. ALL EXPOSED SURFACES SHALL BE FREE FROM JOINT AND POUR LINES ANO SHALL HAVE A UNIFORM TEXTURE. ALL CONCRETE SHALL CONFORM TO THE TEXTURES AND FINISHES AS CALLED FOR IN THE PLANS. 3. WHEN CURING COMPOUNDS ARE USED, ADJACENT SURFACES SHALL BE PROTECTED BY CONTRACTOR FROM OVERSPRAY. 4. All WALKS SHALL DRAIN AT A MINIMUM OF I% CROSSFALL, OR AS NOTED ON THE PLANS. 5. CONCRETE PADS IN FRONT OF BUILDING ENTRY SHALL BE FINISHED TO A GRADIENT NO GREATER THAN 2% TO A POINT 60" OUT FROM THE FACE OF THE BUILDING PER TITLE 24 CALIFORNIA STATE HANDICAPPED CODE. 6. CROSS PITCH ON ALL WALKING SURFACES SHALL NOT EXCEED 2%, 7. VERIFY SHAPE, HEIGHT AND LOCATION OF EXISTING STOOPS AND NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 8. OWNER'S REPRESENTATIVE SHALL APPROVE ALL FORMING PRIOR TO POURING OF CONCRETE. CONVEYING. I. WITH EACH LOAD, PROVIDE TICKET CERTIFYING THE MATERIALS AND QUANTITIES AS WELL AS COMPLIANCE WITH THE APPROVED MIX DESIGN. 5 N0V97 ""' BA OR.i.'iH C. d. e. f. g. h. REINFORCING: I. INSTALLATION OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINEER AND/OR PROJECT STRUCTURAL ENGINEER. CONSTRUCTION JOINTS, I. EXPANSION AND KEYED JOINTS, a. AS SHOWN ON DRAWINGS, BUT GENERALLY AT 20 FEET ON CENTERS FOR FLATWORK AND J 5 FEET ON CENTERS FOR CURBS. 2. CONTROL JOINTS, GENERAL, AS SHOWN ON DRAWINGS, BUT GENERALLY AT 5 FEET ON CENTERS BOTH WAYS. LOCATE BETWEEN EXPANSION JOINTS WHERE POSSIBLE DO NOT USE AS SUBSTITUTE FOR EXPANSION JOINTS. USE ONLY ONE OF THE FOLLOWING METHODS, a SAWCUT JOINT, SAWCUT ONE-THIRD DEPTH OF SLAB MINIMUM IMMEDIATELY AFTER SLAB HAS ATTAINED ITS INITIAL SET. b. TOOLED JOINTS AND EDGES, JOINTS SHALL BE TRUE TO LINE ANO PROFILE. TOOLING SHALL BE DONE WHILE CONCRETE IS PLASTIC. TOOL JOINTS AFTER BROOMING. c JOINTING TOOL: SHALL BE 2 INCHES WIDE AT SURFACE, TAPERED. WITH TOP EDGES ROUNDED TO 1/4 INCH RADIUS. d. TOOL OR OTHERWISE FORM GROOVES IN HANDICAPPED RAMPS IN ACCORDANCE WITH DRAWINGS AND TITLE 24 REQUIREMENTS. 3. COLD JOINTS, GENERAL CONCRETE CONSTRUCTED FROM THESE PLANS SHALL MEET ALL ENGINEER'S OR ARCHITECT'S WALKS, DRIVEWAYS, CONCRETE DECKS AND PADS, TOPS OF CURBS, ETC. FLUSH UNLESS OTHERWISE NOTED ON PLANS. INTEGRAL COLOR CONCRETE I. INTEGRAL COLOR FOR CONCRETE SHALL BE AS SPECIFIED ON PLANS. 2 USE OF AN ADMIXTURE SHALL NOT RELIEVE THE CONTRACTOR OF THE DESIGNATED CONCRETE STRENGTH REQUIREMENTS. FINISHING I WHILE THE SURFACE IS STILL PLASTIC, PROVIDE A TEXTURED FINISH AS REQUIRED BY THE DRAWINGS, OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 2. BROOM FINISH IMMEDIATELY AFTER CONCRETE HAS BEEN TROWELED ANO JOINTS HAVE BEEN FORMED, BROOM FINISH WITH MEDIUM STIFF BRISTLE BROOM. 3. ACID-WASHED FINISH, APPLY MURATIC ACID AT APPROXIMATELY lO:l RATIO ABOUT l TO 2 DAYS AFTER CONCRETE IS PLACED. IN COLD AND RAINY CONDITIONS, MORE TIME MAY BE NEEDED FOR THE CONCRETE TO START THE HYDRATION PROCESS BEFORE ACID WASH CAN BE APPLIED. HANDLE ACID WITH CARE TO AVOID SPILLAGE AND STAINING. PREVAILING WEATHER CONDITIONS WILL AFFECT TIMING AND STRENGTH OF ACID WASH. DAMP CURE SLAB OR USE CURING PAPER; DO NOT USE CURING COMPOUNDS 4 COLORWAX COMPOUNDS a. THE COLORWAX COMPOUND SHALL BE AS SPECIFIED ON PLANS. b. COLORWAX COMPOUND SHALL BE THINNED TO THE DESIRED CONSISTENCY PER MANUFACTURER'S RECOMMENDATIONS AND APPLIED UNIFORMLY FOR CUR I NG AND COLOR. 5. STAMPED CONCRETL a. STAMPED CONCRETE PATTERN SHALL BE AS SHOWN ON PLANS. b. COLOR SHALL BE AS SHOWN ON PLANS. c. CONCRETE MIX SHALL BE PLACED, SCREENED TO THE PROPER GRADE, ANO WOOD FLOATED TO A UNIFORM SURFACE. WHILE THE CONCRETE IS STILL IN THE PLASTIC STAGE OF SETTING, THE SPECIAL FORMING TOOLS SHALL BE APPLIED TO PRODUCE THE DESIRED PATTERN AND TEXTURED SURFACE. d. A LIGHT BROOM FINISH SHALL BE APPLIED AFTER STAMPING TO PRODUCE A NON-SLIP FINISH AND SMOOTH EDGES, UNLESS OTHERWISE DIRECTED. CURING AND SEALING, L SEAL CONCRETE SURFACES WITH AN APPROVED SEALER. FIELD QUALITY CONTROL, L INSPECTION: REQUEST REVIEW BY OWNER'S REPRESENTATIVE OF EACH OF THE FOLLOWING ITEMS PRIOR TO CONTINUING WITH THE WORK, • LAYOUT • FORMING • SUB-GRADE PREPARATION AND REINFORCING STEEL INSTALLATION. • CONCRETE FINISHING DATE INITIAL 4_ 5. ..... ,, ____ -----------, 1. ADJUSTING, L REMOVE CONCRETE PAVING WHICH IS DAMAGED, NOT TRUE TO LINE ANO PLANE, NOT PROPERLY FINISHED, AND NOT PITCHED TO DRAIN. SUCH WORK SHALL BE REMOVED AND REPLACED TO THE REQUIREMENTS OF THIS SECTION. j PATCHING, l. PATCH CRACKS, ROCK POCKETS, AND HONEYCOMBS AS DIRECTED BY ARCHITECT. OR REPLACE CONCRETE TO PROVIDE UNIFORM QUALITY AND APPEARANCE. k. PROTECTION, I. PREVENT TRAFFIC ON SURFACES OF CONCRETE PAVING FOR A PERIOD OF 3 DAYS. PROVIDE, MAINTAIN AND REMOVE BARRICADES AS REQUIRED. C. FLAGSTONE ON CONCRETE BASE: L MORTAR JOINTS WALLS: a. ALL MORTAR JOINTS SHALL BE PORTLAND CEMENT--LIME MORTAR TYPE "S" AND CONFORM TO THE LATEST ASTM STANDARD. b ALL VISIBLE JOINTS SHALL NOT EXCEED 112". A. GENERAL L ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE 2 ALL MASONRY BLOCK COURSES FOR RETAINING ANO FREESTANDING WALLS SHALL BE SET LEVEL. CONTRACTOR SHALL RESOLVE ALL DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK. 3. ALL MASONRY BLOCK SHALL BE REINFORCED GROUTED SOLID MASONRY UNLESS NOTED OTHERWISE GROUT SOLID ALL CELLS WHICH CONTAIN REBAR, BOLTS, ETC. GROUT SOLID ALL CELLS BELOW GRADE. ALL REINFORCEMENT, BOLTS, ETC. IN MASONRY SHALL HAVE A MINIMUM GROUT COVERAGE OF 3/4". 4 CONTRACTOR SHALL BE RESPONSIBLE FOR BACKFILLING ALL WALLS TO GRADES PER PLAN, FINISH GRADING FOR RUNOFF SWALE BEHIND ALL WALLS, PERFORATED DRAIN LINES COMPLETE, WATERPROOFING ALL WALLS BELOW GRADE AND ALL EXCAVATION NECESSARY FOR THE EXECUTION OF MASONRY WORK. RELATIVELY NON-EXPANSIVE FILL SHALL BE USED IN BACKFILLING BEHIND WALLS. ALL RETAINING WALLS SHALL BE ADEQUATELY SHORED DURING THE BACKFILL OPERATION. 5. WALL FOOTING SIZE. SHAPE, REINFORCEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS. 6. TOP OF WALLS SHALL BE CONSTRUCTED LEVEL UNLESS OTHERWISE INDICATED ON PLANS. 7. WALI.S SHALL BE INSTALLED PRIOR TO WALK INSTALLATIONS. B. PLASTER L ALL PLASTER FINISHES, TEXTURES AND COLORS SHALL MATCH REFERENCED ARCHITECTURE UNLESS OTHERWISE NOTED ON PLANS OR AS DIRECTED BY OWNER'S REPRESENTATIVE. APPLY A SAMPLE AREA FINISH PLASTER COAT OF 4' X 4' FOR OWNFR APPROVAL PRIOR TO PROCEEDING WITH BALANCE OF PLASTER WORK. 2. APPLY A NON-YELLOWING WATER SEALER TO ALL PLASTER SURFACES AS APPROVED BY THE OWNER'S REPRESENTATIVE. C. MORTAR JOINTS: L ALL MORTAR JOINTS SHALL BE PORTLAND CEMENT --LIME MORTAR TYPE "S" AND CONFORM TO THE LATEST ASTM STANDARDS. 2. All. VISIBLE JOINTS SHALL NOT EXCEED 112''. D_ STONE VENEER: 1 MORTAR SHALL BE ACCEPTED AS SPECIFIED ABOVE. E_ TILE WORK, 1. ALL MATERIALS AND CONSTRUCTION TECHNIQUES FOR TILE INSTALLATION SHALL " CONFORM WITH THE LATEST ASTM AND ANSI STANDARD SPECIFICATIONS EXCEPT WHERE LOCAL BUILDING CODES OR ORDINANCES SUPERSEDE 2. MORTAR BONO COAT AND GROUT SHALL BE LATEX PORTLAND CEMENT. CONSULT WITH THE MANUFACTURER FOR DIRECTIONS. 3. EXPANSION JOINTS SHALL BE LOCATED AS PER PLANS AND DETAILS. METALS: A_ GENERAL: L ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE 2. ALL FENCING AS SHOWN ON THE PLANS ANO DETAILS IS INTENDED TO MEET THE MINIMUM STATE AND LOCAL CODES. All CONDITIONS THAT DO NOT CONFORM SHALL BE BROUGHT TO THE OWNER REPRESENTATIVE'S AND LANDSCAPE ARCHITECT'S ATTENTION PRIOR TO FABRICATION AND INSTALLATION. 3. METAL WORK SHALL BE FREE OF DEFECTS WHICH IMPAIR STRENGTH, DURABILITY AND APPEARANCE 4. PROTECT ALL DISSIMILAR METALS FROM GALVANIC CORROSION BY PRESSURE TAPES, COATINGS OR ISOLATORS. C.M.W.D. NO 92-309 [ ! ~--i ... '' ·,' ''AS BUil T" TITLE _______ _ DATE \ , i J 1 i \ ! REVIEWED gy, INSPECTOR DATE "THE VALLEY CLUB" OWN BY: __ _ PROJECT NO. DRAWING NO. PRIAi 61/E ktv1$ll&wS PAIN! blfE lfEVl'sl0M$ ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: __ OTHER APPROVAL CITY APPROVAL RVWD BY: SOP 89-18 361·9L LANDSCAPE CDNTRUCTIDN SPECIFICATIONS CONT. 8. STEEL ANO IRON: 1. ALL WELDS SHALL BE CONTINUOUS AND FREE FROM IRREGULARITIES. ALL EXPOSED CUTS ANDWELDS SHALL BE GROUND SMOOTH. C. DECORATIVE ALUMINUM: 1. ALUMINUM SHALL HAVE A MINIMUM THICKNESS OF 1/8" THICK. 2. ALL EXPOSED ALUMINUM SURFACES SHALL BE THOROUGHLY CLEANED ANO PRIMED. THE APPROVED PRIMER SHALL HAVE A DRY FILM THICKNESS OF .5 MIL OR GREATER. ALL EXPOSED ALUMINUM SURFACES SHALL RECEIVE A BAKED-ON ENAMEL FINISH, WITH A DRY FILM OF THICKNESS OF .7 MIL OR GREATER. THE FINISH COLOR SHALL BE AS INDICATED ON PLANS. D. ORNAMENTAL IRON FENCES: l. ORNAMENTAL IRON FENCE, POSTS, HARDWARE ANO ACCESSORIES SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN COMPLIANCE WITH ASTM SPECIFICATIONS AS APPLICABLE. 2. All GALVANIZING SLAG SHALL BE REMOVED FROM METAL SURFACES PRIOR TO APPLICATION OF PRIMER. ALL METAL SURFACES SHALL BE CLEANED WITH ANCHEM METALPREP 79 OR EQUAL BY FULL IMMERSION, FOLLOWED BY IMMERSION IN ANCHEM GALVPREP SG-3 COATING CHEMICAL OR EQUAL, IN STRICT ACCORDANCE WITH FACTORY PROCEDURES AND INSTRUCTIONS. 3. PRIMERS SHALL BE 'AMERITONE' #54 (RED) AND 'AMERITONE' #56WEOJ (WHITE>. APPLY ONE (I) COAT OF EACH TO METAL AS SPECIFIED BY THE PAINT MANUFACTURER. PRIMER SHALL BE APPLIED TO CLEAN, DE-GREASED. UNPAINTED, BARE METAL SURFACES ALL WELDS SHALL BE CLEAN ANO FREE OF SLAG. 4. ERECT PLUMB, STRAIGHT, TRUE AND ACCURATELY FIX IN PLACE. BRACE, REINFORCE, ANO ANCHOR IN PLACE GRIND ALL FIELD WELDS SMOOTH. 5. AFTER ERECTION, CLEAN OFF ALL RUST, SCALE AND OIL. CLEAN FIELD WELDS, BOLTS AND ABRADED AREAS. TOUCH UP ALL AREAS WITH THE SAME MATERIAL AS USED FOR THE SHOP COAT LEAVING ALL SURFACES READY TO RECEIVE FINISH COATS 6. CA RP ENTRY: A. B. GENERAL: L ALL LUMBER SHALL BE AS SPECIFIED ON THESE PLANS. LUMBER SHALL BE GRADE MARKED AND SHALL CONFORM WITH THE STANDARD GRADING ANO DRESSING RULES OF THE WEST COAST LUMBER INSPECTION BUREAU, OR THE CALIFORNIA REDWOOD ASSOCIATION 2. ALL NON-VISIBLE STRUCTURAL LUMBER SHALL BE STRAIGHT AND TRUE WITH MINIMUM AMOUNT OF KNOTS ANO OTHER DEFECTS. AND SHALL BE REASONABLY ORY, ANO SHALL BE PRESSURE TREATED DOUGLAS FIR UNLESS OTHERWISE STATED. VISIBLE PORTIONS OF WOOD CONSTRUCTION ITEMS SHALL BE STRAIGHT AND TRUE, REASONABLY DRY. KNOT FREE, ANO SHALL BE REDWOOD UNLESS OTHERWISE STATED. 3. ALL NAILING SHALL CONFORM TO THE UNIFORM BUILDING CODE NAILING SCHEDULE, HOT-DIP GALVANIZED NAILS SHALL BE USED FOR ALL NAILING, FINISH NAILS SHALL BE USED FOR ALL EXPOSED JOINTING AND MITERED CORNERS 4. All WOOD SHALL BE FREE OF HAMMER MARKS AND BENT NAILS. MASK OFF VISIBLE WOOD WHEN INSTALLING CONCRETE WORK AS APPLICABLE. 5. PRE.DRILL ALL LAG BOLT HOLES TO PREVENT WOOD SPLITS. 6. NAILS, BOLTS, AND WASHERS ARE TO BE HOT DIPPED GALVANIZED UNLESS OTHERWISE NOTED. 7. GALVANIZED METAL FASTENERS SHALL BE USED AT ALL CONNECTIONS BETWEEN BEAMS AND POSTS, RAFTERS AND LEDGERS, POSTS ANO FOOTINGS (UNLESS FLAGPOLEDI, UNLESS NOTES ON THE CONSTRUCTION DETAILS REQUIRE THEIR OMISSION. 8. METAL FASTENERS SHALL BE GALVANIZED AND PAINTED TO MATCH ADJACENT WOOD. PRIOR TO PAINTING, GALVANIZED MATERIALS SHALL BE TREATED WITH "GALVA-WASH" (OR EQUIVALENT), AS PER MANUFACTURER'S SPECIFICATIONS. UNLESS OTHERWISE STATED, ALL HARDWARE SHALL BE GALVANIZED. 9 DO NOT BUILD OVERHEAD PATIO STRUCTURES UNTIL ROUGH GRADE HAS BEEN ESTABLISHED ANO COMPLETED. PAINTING/STA IN ING/PRES ERV AT IV ES: GENERAL ALL STAINING. PAINTING AND PRESERVATIVES SHALL BE EVEN ANO FREE OF RUNS AND STREAKING. l. PAINTING METAL, a. ALL EXPOSED METAL SURFACES DESIGNATED AS BEING PAINTED SHALL RECEIVE TWO (2) COATS OF SPECIFIED PRIMERS ANO TWO (2) COATS OF 'AMERITONE' #800 INDUSTRIAL OIL BASE PAINT. SEE PLAN FOR COLOR. 2. STAINING WOOD, a. ALL WOOD DESIGNATED AS BEING STAINED SHALL BE UNIFORMLY COATED TO THE SATISFACTION OF THE OWNER WITH SPECIFIED STAIN OR APPROVED EQUAL. CONTRACTOR SHALL STAIN ONLY EXPOSED SURFACES. SEMI-TRANSPARENT STAINS SHALL NOT BE APPLIED TO THE POINT OF BEING OPAQUE. WOOD SHALL NOT BE PRIMED. b. STAINING ALL WOOD (FENCES, OVERHEADS, BENCHES, ETC.) SHALL BE STAINED TO MATCH BUILDING TRIM VERIFY ALL STAIN TYPES ANO COLORS WITH OWNER'S REPRESENTATIVE'S PRIOR TO CONSTRUCTION. 00 NOT PRIME OR PAINT STAINED WOOD. 3. WOOD PRESERVATIVES a. APPLY "WOODUFE" (OR APPROVED EQUAL) ACCORDING TO MANUFACTURER'S RECOMMENDATIONS TO ALL VISIBLE REDWOOD UNLESS OTHERWISE STATED. 7. POOL, SPAS, AND WATER FEATURES: A. POOL AND SPA: I. POOL ANO SPA INFORMATION SHOWN ON THESE PLANS IS SCHEMATIC, CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY AND PLUMBING CONNECTIONS. NECESSARY PERMITS, AND INSPECTIONS. POOL AND SPA CONSTRUCTION SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LOCAL GOVERNING CODES AND REGULATIONS. 2. PRIOR TO CONSTRUCTION, SUBMIT SPECIFICATIONS ON All, POOL AND SPA EQUIPMENT FOR APPROVAL TO OWNER'S REPRESENTATIVE 3 POOL AND SPA SURFACE FINISHES SHALL BE AS SPECIFIED ON PLANS. 4. CONTRACTOR SHALL VERIFY LOCATION Of ALL RELATED POOL EQUIPMENT ANO ENCLOSURES WITH THE OWNER PRIOR TO INSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ALL ITEMS DAMAGED OR REMOVED DURING CONSTRUCTION. B. WATER FEATURE: I IT IS THE INTENT THAT THE WORK OF CONSTRUCTION, ASSEMBLING, AND INSTALLING THE WATER FEATURE WILL BE ACHIEVED IN AN EFFICIENT AND SATISFACTORY MANNER ACCORDING TO THE HIGHEST WORKMANLIKE STANDARDS. THE WATER FEATURE SHALL BE COMPLETE IN EVERY RESPECT ANO SHALL BE LEFT READY FOR ITS INTENDED USE AND OPERATION BY THE OWNER 2. THE LANDSCAPE ARCHITECT ASSUMES NO LIABILITY FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES, LOSSES OR INJURY RESULTING FROM THE MISUSE OR MISAPPLICATION OF THE EQUIPMENT, CONSTRUCTION, OR MATERIALS ASSOCIATED WITH OR PART Of THIS WATER FEATURE 3. CONTRACTOR SHALL SUBMIT, FOR THE OWNER'S REPRESENTATIVE'S APPROVAL, SHOP DRAWINGS, DESCRIPTIONS AND SPECIFICATIONS FOR ALL EQUIPMENT AND MATERIALS. 4. CONTRACTOR SHALL PROVIDE AND INSTALL THE FOLLOWING EQUIPMENT FOR THE WATER FEATURE, CQURTYARD FOUNTAIN • SELF PRIMING PUMP WITH Fil TER BASKET ADEQUATE TO PROVIDE 20 GPM AT EMITTER. • CARTRIDGE FILTER • ELECTRIC WATER LEVEL CONTROL • OVERFLOW DRAIN STAND PIPE • 24 HOUR TIME CLOCK • LIGHTING (4 LIGHT FIXTURES--SEE ELECTRICAL PLANS) • LOW WATER PUMP AND LIGHT TURN OFF 5. MECHANICAL EQUIPMENT SHALL BE LOCATED AS SHOWN ON PLANS. 6. ADEQUATE DRAINAGE MUST BE PROVIDED TO PREVENT FLOODING Of EQUIPMENT. 7. CONTRACTOR SHALL CHECK AND VERIFY ALL FIELD DIMENSIONS THAT MIGHT BE CRITICAL OR AFFECT WATER FEATURE PERFORMANCE. 8. ADEQUATE VENTILATION MUST BE PROVIDED TO PREVENT EQUIPMENT OVERHEATING ANO OXIDATION 9. ALL WATER AND ELECTRICAL PENETRATIONS THROUGH ANY CONCRETE ELEMENT SHALL BE RED BRASS PIPE OR COPPER TUBE, APPROVED FOR THE APPLICATION, AND SHALL BE INTEGRAL FLANGES TO PREVENT LEAKAGE. 10. CONCRETE FOR WATER FEATURE SHALL CONTAIN NO MORE THAN 5 GALLONS OF WATER PER SACK OF PORTLAND CEMENT PORTLAND CEMENT SHAU. CONFORM TO ASTM C-150, TYPE II CEMENTITIOUS MATERIAL SHALL CONTAIN 15 TO 20 PERCENT FLY ASH, CONFORMING TO ASTM C·618, TYPE F. AN AIR ENTRAINING AGENT CONFORMING TO ASTM C-260, SHALL BE USED TO PROVIDE A TOTAL AIR CONTENT OF 3 TO 4 PERCENT SLUMP. PERFORMED IN ACCORDANCE WITH ASTM C-143, SHALL BE 3 1/2" MAXIMUM AND 2" MINIMUM. CONCRETE MIX DESIGN SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW PRIOR TO PLAUMENT Of CONCRETE. 11. ALL WATER FEATURE CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2,500 PS.I. AT 28 DAYS 12. CHECK AND COMPLY WITH ALL PLUMBING AND PUBLIC HEALTH CODES BEFORE AND DURING INSTALLATION. 13. PROVIDE SEWER CONNECTION WITH AIR GAP (PER NATIONAL PLUMBING CODE) FOR WATER FILTER BACKWASH SYSTEM UNLESS CARTRIDGE-TYPE f ILTERS ARE USED. 14. PROVIDE ADEQUATE OVERFLOW, DRAIN AND FILL LINES. 15. INTERCONNECTING PIPING BETWEEN THE POOL AND PUMP MAY BE COPPER, OR PLASTIC, SELECTED AND INSTALL[D IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. STEEL OR CAST IRON PIPE MAY BE CONSIDERED FOR LARGER DIAMETER PIPING. HOT DIP GALVANIZED COATING IS RECOMMENDED FOR STEEL ANO CAST IRON PIPING. SUBMIT PIPE MATERIALS TO OWNER'S REPRESENTATIVE FOR APPROVAL. 16. SUCTION LINE MUST BE A STRAIGHT RUN INTO THE PUMP EYE WITH NO LOOPS OR HIGH POINTS. SEE PUMP MANUFACTURER'S RECOMMENDATIONS FOR LENGTH OF STRAIGHT RUN. 17. USE LONG RADIUS ELBOWS IN SUCTION LINE MAKE ALL RUNS AS DIRECT AS POSSIBLE USING MINIMUM NUMBER OF FITTINGS. 18. WHERE SPACE PERMITS USE BUTTERFLY TYPE VALVE OR GATE VALVE ON SUCTION LINES. 19. USE BUTTERFLY, THROTTLING GATE, BALL PLUG OR OTHER LOW LOSS INFINITELY VARIABLE VALVE ON DISCHARGE LINES. 20. ALL ELECTRICAL EQUIPMENT MUST BE INSTALLED IN ACCORDANCE WITH ARTICLE 680 OF THE NATIONAL ELECTRICAL CODE (NEC). 21. CAUTION, THE INSTALLATION AND OPERATION OF ELECTRICAL PRODUCTS UNDERWATER, IF NOT CARRIED OUT BY QUALIFIED LICENSED PERSONNEL IN A CAREFUL AND WORKMANLIKE MANNER IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, APPLICABLE LOCAL SAFETY REGULATIONS AND INSTALLATION INSTRUCTIONS, MAY PRESENT A POTENTIALLY HAZARDOUS CONDITION. 22. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED BY A QUALIFIED LICENSED ELECTRICIAN, EXPERIENCED IN WATER FEATURE WIRING 23. A GROUND FAULT CIRCUIT INTERRUPTER MUST BE INSTALLED ON EACH BRANCH CIRCUIT SUPPL YING ELECTRICITY TO THE WATER FEATURE. 24 GROUND ALL METAL PIPING AS REQUIRED BY THE N.E.C. 25. USE NE.C. APPROVED RE-ENTERABLE ELECTRICAL INSULATING AND SEALING POTTING COMPOUND IN ALL UNDERWATER JUNCTION BOXES. 26. CONTRACTOR WILL PROVIDE SAFETY SWITCHING ADJACENT TO WATER FEATURE 27. THE WORK SHALL BE GUARANTEED AGAINST ALL DEFECTS ANO MALFUNCTION OF WORKMANSHIP ANO MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER. SHOULD ANY TROUBLE DEVELOP WITHIN THE TIME SPECIFIED ABOVE, ALL NECESSARY REPAIRS AND/OR REPLACEMENTS SHALL BE MADE BY THE CONTRACTOR, IN AN EXPEDIENT MANNER, AT NO ADDITIONAL COST TO THE OWNER. THE OWNER RETAINS THE RIGHT TO MAKE EMERGENCY REPAIRS, AT THE CONTRACTOR'S EXPENSE, WITHOUT RELIEVING THE CONTRACTOR'S GUARANTEE OBLIGATIONS. 28. IN THE EVENT THE CONTRACTOR DOES NOT RESPOND TO THE OWNER'S REQUEST FOR REPAIR WORK UNDER THIS GUARANTEE WITHIN A PERIOD OF 48 HOURS, THE OWNER MAY MAKE SUCH REPAIRS AS HE MAY DEEM NECESSARY AT THE FULL EXPENSE OF THE CONTRACTOR. 29 THE CONTRACTOR SHALL INSTRUCT THE OWNER'S REPRESENTATIVE AND FUTURE MAINTENANCE PERSONNEL IN THE OPERATION OF ALL SYSTEMS. 30. THE CONTRACTOR SHALL FURNISH THE OWNER WITH THE FOLLOWING MATERIALS UPON COMPLETION OF THE WORK a. OPERATION MANUALS FOR AUTOMATIC CONTROLLERS, VALVES. PUMPS AND ALL RELATED EQUIPMENT. b. KEYS FOR EACH CONTROLLER, VALVE AND/OR LOCK. C. d. RECORD DRAWINGS (ON REPRODUCIBLE MATERIAL) INCLUDING LOCATIONS OF ALL MAINS, VALVES, SOURCE OF ELECTRICAL POWER, CONTROLLER, CONTROL WIRE SLEEVES, AND MECHANICAL SYSTEMS. PROVIDE A REDUCED SCALE, PLASTIC SEALED, DIAGRAMMATIC PLAN OF THE MECHANICAL AND ELECTRICAL SYSTEMS FOR OWNER'S FIELD USE 8. MISCELLANEOUS CONSTRUCTION: A. CHAIN LINK FENCING, I. CHAIN LINK FENCING SHALL BE BLACK VINYL.GAUGE. 2. ALL FENCE HEIGHTS SHOWN ON CONSTRUCTION PLANS OF DETAILS ARE RELATIVE TO FINISH GRADE OF ADJACENT FLATWORK 3. METAL FENCE POSTS, RAILS, BRACES, AND FITTINGS SHALL BE PAINTED WITH FLAT FINISH PAINT TO MATCH CHAIN LINK VINYL COLOR PREPARE METAL AS SPECIFIED BY PAINT MANUFACTURER. 9. GUARANTEE: A. GUARANTEE: l. ALL CONSTRUCTION WORK SHALL BE GUARANTEED AGAINST All DEFECTS OF WORKMANSHIP AND MATERIALS, INCLUDING SETTLING OF GRADED AREAS, FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE (COMPLETION) BY OWNER. THE CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE ON HIS LETTERHEAD AT THE TIME OF THF FINAL INSPECTION. C.M.W.D. NO 92-309 I 'i' I I I ;\ i / ' : ' \ ) II AS BUil T II ' _; . ···- TITLE ~-------DATE REVIEWED BYc DATE . -( ·--------------------------------.. ~'L.!',...,'...,, 4,.;0 ~ RAFTER PER Pl.A~, e>:rO=>l:O 5H,A,PEi, 1)< =-ILL. rt!TH 2t. S...OFI: fAC,,H Y'I.A'f AND DIP EDIS!: ~IDE ~Al. FL.,.,,:!:11~ AT YiAl-i.-TO ROOF COHNE(,TION, i'fP. ri b-..1!> ':,TI;B__ Ee.AM 1'1\il-1 ~l! rt,,\,.ilr.R5 AS T1'1" ANO c\OTTOM ---------------------- 1'ND KOO-:.INo-AT~ A5 NAILf~ --->J HO-rt:: A!..L l;XP051;:D ~ BEAM~ ANO TRIM, SHALL R£Ge1VE A L.l&Hl' ~A~T FINl:.t1 5LATEISELEGT o/ ~ l"EL.f ,:,f•Mc.A~T I)/ 2)< Dl:C!<:.INS :5-TAATER ~ 1~ F1:1:IE..lE °Ni.lM 8l.OCJ<. ~ 1.-f. ~T FINI':+! ~~ TR,IH S'>sS''<l/4' TS C.O....~ F'ER PLAN Sf! ~ ..i.1 LS FOR ~e, TIONS .:: TS GOLLJMH Pl:R l'\.AIII (l) A95/BLK,AT E.AC-H Ell..OCK'G '-- \ I I / ~ .. y // 1'-0' 1-::>1A.:,.4 ~r,.:_,.,;.r f'i=i'llf-i HIP TO HIF', EAC,H $101;: ------~ ~ t,·,~<.J-U~t lxt-TR..IM Kl.., f-~.L:__-9/6' DIA LM-Ml. I W ,. MIN. l;NeEDMENT bi:10 TRIM ,tl.~-----0,6 <EADE~ _______fi /2' f'l.lC.66 f!i.OM POST TO HEAOE.R eE'foND ---l"id' ALl,M, "fUl3 ~ILL Bl'TI/1"Hl;NI; ICE. MD flATER i>l•HelD 6Y ~ 6RAGE· \_fl,,f' 0/ llt(JOFIH.-S, C.A~ :!:H:ET c_ ______ Ix TRI~ 1.,. --~---INTI::MAI.. e,oL~D .:;:..oNC~TE C,/>.P 111 ".lt 1/4 • RADIUS TO.P I TOOL.EOE:~$ ~ PCI.RED CONC,~ GOLIJMN ~~T"1..---------~ l;:;,,:TEJi!J~ Q:MEJli F'\..A!;,TER. T>'iO GO,.,T, ~/HA$0NRY -----------,J E.LDORAOQ ';iTQNc PER ~C.IF1G.a..ilO'N$ A...L011 112-rEEP SPAC.E ,t..T 5TONE VENEER 0'-0° • TO.5. 6E'l'OHP =TE W<6 HI l/4"'Ri'OllJ'S TOOi-ED ~~ ----~ 12•,,1;,· ,,ue,• ='TEEL ~!<TEN (4) !:i/l:1-:,M,. ~50LTS • J" r;RYPA(A. -----+----1--J I I 12•1 I 0 I ffi0\/1 DE AG,G.E: 5-F=~ fLEGT'ft.lGM. WNDUIT ---../----/--1---+-l--'-' )"(l~IN,$ AT C,ft,crf~ Of ~~ POS,T 2'--0" .3'-6" 0 SECTION 6: COLUMN/WALL SECTION DETAIL SCALE, I' , l'-Q" 3/lb 4·• #3 Til:5-• b' Ir £,!..OPE ~ Al"iAY F~ ~ (-4} ~ID!;~ r,-P Fa T Exf'AN$10N J::IINi '- !\fl'E,:5,RAL COLOREtl' CONC,-fi<.ETE ~ ,,._,., PSJ< f'I_AS 0 fr-----FOOTIN6-PE~ F"l.AN ( 4) 5/e" DIA. ~NC-HOR eat. i~ K 16" LO~ 0 ~ ve· "'.1-!K. STEEL F'l.,&, TE 11'xl1' 0 ~ 01 . .. 0 N 0, C'\ STEEL PLATE PLAN VIE!Ai 0f------- :t-o· 6 111· .,1·-0; .I , ,, --i " H!-GOMl-£G'f~ ~ --+--~II TQF FLA TE TO EAGH 5!1:7E OF ~.e, MIF' Ai (41 CORNE'"-5 LSTAl4 01'F.Af' J F~iOFOF' @ +-IIP -ro 'TOF Or Hit"' e (1) TOTAL SEE DE;T D-1 4X-' t-111" l"V ~ A'f EACM ~IDE, ni". FOR (4J IE--+---6:v:6 GONTII-IJOJ5 HEAOE~ Iii t-UC,66 ~ AT ~ KIN& P05T5, 1YP ~--L5TA~ HoR.l!'oNTAL $ffl.AI" FROM HE':ADl;R TO +-EADER AT (4) GORN!"'RS M~Hlt'=' TOHIP (4) TOiAL.. --i " ,l; 0,12 I O I I . l I I "' I I .t• '===i=-----l---_/.-'-1-.::_-l I ~I I I ,.l' --,--- I I I I '°' "bxl5 5-nJ. 5M. ----· • (", ,...___ --.iU! 0 =1=~~-l---"-...'...-l ~ f1 ~ " ~ ~ ,.,.... ----r ~ r-· r--1 rn 6 ~I. L_,3: 12 " ------<i 6.-.6 Kl~ POST, ~ .._x6 ftOOf" AAFTERS ,.; Ll~T ~P,ND61...,&.!,T FINl!;it-1 M/ .2x6 fWG'f ~All-II~ ~05El7 R,i,FTER TAIL~, 'N1" Hl6H ~OF FAAMIN6 Pl...AN (e,) Lot"! VOL T,6,.6E ~AC.E -----+---f-j~ ,F'----'~J (4) 16d H,l,,ll!>, Al' EAG,H ltAFTEF. TO HtF '1""11"1CAL • ~L ~ 12 6 ¼ALE, 114" • r-o· 6 12 EL DORADO SWNE VENEER ELEVATION (ALL SIDfS) T .0 Bf:At-1 r , .• ~~-7 ---~: _ _;~f'ROVIDE C.ONOVlr F~ ELEG"r!i!IGAL L ---------,.1 l-'ilfi'.11,1$ AT C,.S,ITE~ OF E,'Ci-1 :;>iEEI. FOST SECTION A-A APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~' 1/N'-I0,1,,L li.E~'!,1,1,,i'(T Port!L.I~ rilil-i KAG-H!~D ~R 60D"r' AND INiE&'RAL. $FL.ICE: eox. F'ROY'IDE l"(ITI-1 ~t&'~~ !.!611-IS HAt,M=. eY F"x ~ eooAL. 1-10Da " C.-L-,o &el" RJ.,t,I LO!rt YOTA6e Y\1Rl"6 WOC.EJr-.LE.O 00 10P OI"' ~ F'ROVIOE ~f0C.EL.L$ FIBER GLASS RE:INFORGEO cEMl=NTITIOV, SLATE TILE PER SPEGIFIGATION5 TOP. T,O, SLA6 ,--,x Elt.oc..KI~ / iR.11-1 S"Tm. CCL. f"I.AN. SCALE, I' ,,. l'-0'' .2-.: FRIEZE TRIM Bl<X-K, 1,.lcj,+f'T\,,.V SA~ASTED "----t,xb GOL..UMl'6,TY"P ...._ __ !S·..:,•,.3;1t,• T5 C,OU.MN ltffl:~TfO 1NiO t,xE, ~~ (4) TOTAL 1:l:±Jlkc-------~ANT CO()N1"RY RI.eel...!:" i ELDORADO 5TOI-E 6l' SiONEC.RAFT r __ ./.:._ ' , ' ,. _________ _J DAHLIN GROUP ~ 11 D!.ANlll'J.l!> ~ DESCRIPTION RE\1SIONS JOB NO. 14SOOb CHECK H•JDETI-'.!ES/l¼,P a.,:x~ C 8RIC~ INSTN.l.. PER t-'IAIU',•.C:T\JRER'S 1~r,:wc.T1om:, DATE DRAWN DRAWN NKK/AH DATE INITIAL DATE --e, ENGINEER OF WORK --- I I I 1!:!L I I I I "' I I I 10 6xl2 01 1. hd ~OF AND F'AAMIN6 FLAN SC.ALE, 1/-4' " 1•---0• l'-4" 13'-4' FLOOR PLAN 5CNL 1/4' , l'-0" I I I ~----~ CO\..IJMN PER PLAN C-eNT"EFU:0 IN FooTI~ (4) LOCATION;, "'ROVIIJf: GONDUli FOR:. a.fer. rilRIH& -',T GEJ-.n"ER Of"~ \ (◄) 6x6 c;-OUM6, TYPiCN. ~T (4) ~ ~IOE PB, TT'F, t----------!;,'x5' T5 C-Ql.lJt-"N TYPICAL AT (4) C,ORHER;, 5EE c.oNHEG TION DE7" AIL!> L&TA24 .AT~ TIP, F'OR (4) -----------(~)L$~ f'ER l'V.FTEl't AT TOF' F'l.AiE$ '-4' " fu 24" sauAAE C-ONC-~TE COl,.l,JMN SASE ~ ~ NJ AT EAC-1--1 ~(TOTAL.~ ~...fiSN)) I ~ TIES, AT e,• O.G . ~Tl: COL~ Bil\5E C,AF' Hl'n-1 SLG'F'EO TOF' ANO BEVEL.ED ID6ES, r------i---+-----~ STotE VENEER: OJ wNcRETE 4" TI-IIGl(. 1'1AXIM>-1. INSTA!..L PER HAWFk~i;i.'S F.f:C,OMHNE:P,".1'10W.,, . .. 3'.-6'x ,•~ei•:.: ''-fi" DEEP GONGRETE F0011N!$, i"V ~ f:;.c.H t"l),,'1' iOr' ANO !"iOTToH. iYFIG-AL FOR (4) tNTE~RAJ. C-0\..0R. 5' iHICK GONGRETE ~AS, rt/ 14 t 1:2" =i.,. Ei'1. ON ~AAOE O'IER 4" TI--t!GK $ANO ElA$E ..,/ E)<PJ,Ns-1l'N .JolNTS rt-ERE ~ COl-c.l.!£:TI"' ~ el: !iANDeLAST'ED SEE 1'.'.-ML OP.,lt,.HIN6$ !"Ott ~INAT1oN Vi!Tl-1 ADJ,.6,C,ENT J,(ALKt'tA.l'S, e· x e· !ll.>f'> rul.NDOt+t ... ,. E~. ~--FE:Li E.;11:P'~i>ION JOINT l't-'E~R SL.AS "1EETS WNCRETE rv..l.K NOTE, FROVIOE fClOL.ECl EP$eS ,.A.T c-oNl;;Rl;"Tl; ~ 5E!: CNII, l;Nl!,,1~1~ t"RArl!H6S f~ ~TE Mi..K C.M.W.D. NO. 92-309 4• ~·-o· 11•-4·• 2'-0' 4 • H---,,..-~ _____________ -,,.:.:..:c_,,_J, 16'-0" FOUNDATION PLAN 5G-Al.E, 1/-4" • l'-0' DA 1£ INITIAL DATE INITIAL REVISION DESCRIPTION >----~---+-- CITY APPROVAL 011-lER .~PPROV,.,l DWN BY: CHKD BY: h'.V'ND BY: "AS BUILT" TITLE REVIEWED BY: INS~t.CTOR DATE CITY OF CARLSBAD [SHEIBl ~ PLANNING OE;PARTM[NT GAZEBO "THE VALLEY CLUB" SITE DEVELOPMENT PLAN ROJECT NO SOP 89-18 DRAWING NO. 361-9L N Q -r () 1' . 't=r---+----- TYPIC, "1. wr AT 3,6 TRO..Li5 = PAIRS OF 3,6'5, NOTC,H TO FIT 4<10'5 ,--------:)/t,' PIA ~ 60!.TS "/ M5HER ..t :l' MIN, I EM9EPMEliT TO ElEAM 8!:LOI'( GOJN"TcR5INK I FII.L 61:LOI'( EA5C AU. ED6ES --------------, TOE NAIL • (;Q!'4!<, 6Ti"tl. 4xlO'S PA.IRS OF 4)(10'5, lt'.'TC,H 10 FIT 4•10'S 61:LOl'I. EA5C AU EWES / SLl0fTI. 'f SLOPE Ai'v\ Y JI[ FROM I.A6 60L T5 TOP r-1--~...., OFE..a.c.HBEAM x 1i 1'r-i I 1:r __ 1l ,~ 1x 10' ,. _____ ~,,. c,---,~~.:W~~,-~~1~1y.4 +~i71---~~ ~r---~~~~r-- 1 I I I j , I I I I I I I , I i I ,''--"-''------- / 1/4' STEEL C,AF PLATE, 51.0PE TO DRAIN I I i lYPIC,"1. wr AT _;1 c,i • r-+ (2) 3/4' DIA. HOT DIP GALVANIZED 60l.T5 4XIOTRELLl5END"5 -~• __ ll/\_·~11.,i w-l "'Mv'I J.,'lf...-r-.~.,-,__,,,.,.,u.,,V"""'-'1,,-J~ScaJNi'ERSIJNK !1•~00C,K_IN6 __________ __, IV ~ 4xlo'S i;'M,~'.id"~~g~ DIP --r------M "4 CONT. b' nwv ~~~--r=======-~r~~~-f· ~==~-f~:::i:.::~ ..,.... L__ l*G-KAM'FE~ CA5 T-IN-PLJ>s::,E , , ~ == C,AP -.a II ff ~ ANC,ll::>R BOL T5 F'cR DETAIL 2 AT FR.AMIN<; Fl.AN Ll0fTl.'f SANDel.A5T :_, " , ..,,,,. l'-4' x 2'-<J' 112' IBICK STEEi.-PLATE"/ (4) 3/4'x lb" AND STAIN -c.ot.oR A5 3M,' v .::-".,, • .__,,,-..t 5EALANT AAOl,i,a, AU. ED61c5 TO C,AF 5ELEC, Tu> BY t::We<. 1/2' THIC,K STEEL PLATE PS< DETAIL •2 8!:LOl"i VERIFT SI:!'..; STON!: ~ ~0', f::, ~~".-::: t,•xt,• SQ. M STONE ·"""-'FAcrt-l<ER TO AT TOP ALL AROJNl,) PROVIDE l/2" OVERH>J.«s. __.r , 1,,·i.}~~' ~ ~-'. >·-1 ~--. PAST STONE ED6E , "=' l t . ' ' ' ca c---._ (3) Oil TIES • 3' EM6ED ANC,;::>R BOL T'5 l .!j Q ~ ~~~ ~ INTO C,ONC,RETE C,N', i::,:_ ~\/:,:: ,· :-,; I," :8 1, ,, I I ';,, " .1.l ,, ... "1 I' MIN, DR~AC,K --· -·· -' ·' I ( 4 J "'cN ! PER FLOOR PLM NOTE INSIDE FAGE OF COLlJMN5 AT l'IOOD ENTRY &ATE ARE NOT CANTED. THEY ARE PLUMB AND VERTICAL ADJJ5T SIZE OF CONCRETE GAP TO HATCH. F 9.JILD WU!MN OIJT a/MA50NRY-------j--------t---tt~ 2-GOAT l;XTE!<loR ------j--------t.;,ii CEMENT PL.ASTER o/ MA50N'lY 'TIJSGANY GOVN1R'f ~ -•· B-D01sADO STONE (511.ICG > STONE) 6'f STONEC,RAPT INDuSTRI SI -RC-P BLOC.KI MICK---,---------- IN5TALL PER MAIUFAGM 'R'S RECOMMENDATIONS. ..-N . 7'; 4' 0 0 3' I r::: A.ICI T'(f', ~ SECTION A-A :S.C.,tJ,..E: I" .. l'-0' l'--4" ~-1/4' :\-1/2' ~-1/4" 1/2' THIC,K STEEL PLATE (4) :\/4' DIA. ANC,H::>R 0 60L TS TYPIC,AL TYP, • :··. d '' 9/16 0 0 "------ PER FO\,O,IDATION PLAN LAG ALL NOTE, TRELLIS MEMBERS ~ " i' io - 0 ,... 113 TIES O !>" V .,;; B :z'. j' ~ .. 6 .,, "' ... IO ~ '¥ 4' L--::,,_.~--/4) "4 AT TOF EAC-H MY . ----0 <--f----F ~oo·TIN<!o PER PLM ,I (4) "4 AT OOTTOH E>'GH MY TRO..Ll5ES AND ENTT<'!' GATE PAIRs OF 9x6'5, NOTGH TO FIT 4<10'5, EASE AI.L ED6E5 PAIRs OF 4xl0'5, NOTGH TO FIT 4xl0'5 EIELOl'I. V>SEAI.LEIJGES -E-IRs OF 4xl0'5 -A I ! f A'\.. I .. I \.v 6 l [\' -i 1'-• T.O, WI<:,, C,N' SITEMLL PER 51:(;TION A·A F"°NT el.EVATION ¾ALE, 1/4' • l'-<J' SIDE E:LeVATION 5'-Al-f:, 1/4' " l'-0" VANDAL -RESISTANT REGE5SED l"iALL LIGHT ,;/ HOOD LOl"i LEVEL LI~ 'f SANDel.A5Tu> 3:<b LI~ 'f SAND6LA5Tu> 4><!0 /T'T.iiR'------t,•,t,• 5GUARE wr STONE AI.LAROLW > •E-c--t---"11JSGAN'f GOUNTR'f =E' ELDORADO STONE BY STONEGRAFT INDIJ"fTl<IES;RG.P IJl.OC.K I Ell'<ICK SITEl'\ALL '-----------FINl:',H HA=Af'I: ELL;VATIOI, AT C.ENTERIJNf OF SIDfAAI.K L16HTI-Y 5ANDl3LA5Tu> 3x6 LIGHTI-Y 5ANDel.A5Ta:> 4xlO Ll6HT\. Y e>ANDel.A5Ta:> 4xl0 "TV5GANY GOUNTRY =e• ELDORADO STOIE BY STONECR.o.l'T INDuSTRIES;RG.P flLOCI< I Ell'<lct< ,---,.--,-+------SITE l'\ALL FL=Lle.HT BY KIM LIGHTIN<!o oR EG!JAL F.o, l.lGHT SHAI.L flE FLU5H a/ F,O. STONE VENEER, MGUff a/ TOP o •24" -------, (4) "5/V) rfPICAl. ------- (3) Oil TIES o 3" o TOP AND BOTTOM, AND Oil TIES • !>" REMAINDER --~ '\' 5' F.O. CH) C. N FLOOR PLAN ¾ALE, 1/4 • ,. I '..-0~ l' 0 ci IL I0·-e· e,• l"ilDE x !l' HIG-H x 16' LON<!o PRECISION C-0\'GRETE MASONRY UNITS CANTu> MA50NR'f -(4) SIDES EXT. <;EM, PLA5TER o/ MASONRY El.VORADO STONE VENEER PER 51:(0TION A-A IN'>TALL o/ MASONRY PER MAl{)f.0.C."F\Rf'R'S =MMENDATIONS. /4 4'-<J'x5'-<J'xl'.t,' DEEP GONc.RETE FOOTIN<!o ..t( 4) "5 EAGlt I'¼ Y TOP AND flOTTOM, TYPIGAL. C,ONC,RETE GUR6 ><I TOOLED EDGES ~r-~t=='.=-:i::::~:::.7-: 2( :==-; ---I ..- t,•-e,· 4" ' . 4 2·-e· b'--0' ;1·-e,• 11'-4" FOUNDATION PLAN TRELL15E5 PLOT DATE, 2-11-'18 TRELLISES TREU.15E5 TREU.I5E5 TREU.15-ES T.O. CONc. CM' SITE l'\ALL ''·" ,---------¼ _,_,.,. . "~ o·-o· PER5EC,T\ON - F~NT ELEVATION ¾ALE, 1/4' • l'-<J' SIDE ELEVATION 5GAL..E, 1/4" ,.. t'-0" /4) "=Ni rfPk,AL---- (3) Oil TIS • 3' • TOP AND BOTTOM, AND Oil TIES o a~ REMAINDE~ 0 F.O.GW ;,, T h N ,. FLOOR PLAN ¾ALE, 1/4' • l'-0' l'- " ci IL PLl,t,16 THIS F.O.C.E ONLY Lli:;im. Y SANDBLASTu> 3xb Ll6HTI-Y SANDBLASTu> 4xl0 Ll<>Hn. Y 5ANDel.A5'lct> 4"10 L10fTI. Y 5AND6LA5TED 4xlo Ll0fTI. Y 5ANDel.A5Tu> 4xl0 'TLJ¾ANY WMTRY RLMLE' BJX>RADO STONE BY 5 TONECAAl"T IND\15TRIEe,~p IJ(.O<;I<. I fll<IC!s t," r--llDE x ,e.• Hl~ x It>" LONG PRECISION c;;oN(:.Rl;Tf MASONl<'f UNITS C,ANTEL> MASOhR1' -(4) SIDES EXT. GEM. PLASTER o/ MASoNRY ENTRY GATE atrRY ti>A TE ELDORAJ:>O STONE VENEER PER ScC,TION A-I' INST AI.L o/ ~ PER MANA' AGT\IRER'S REGOHMENDATIONS Elm<Y 6ATE 4'-0'x5'-0'xl'-f,' DEEP =re FOOTIN<!o /4 al +"4 EAGlt MY TOP AND BOTTOM, rfPIGAL C,ONC,RETE aRB a/ TOOLED ED6E5 --1 7"---..: r ---I I 7--_J I I ~ ,. t,'-0' 4' ' . 4 2'-t,' 1'-4' 2'-8' 12•-e· FOUNDATION PLAN SC-ALE, 1/4' a l'-0' Elm<Y GATE ENTRY GATE C.M.W.D. NO. 92-309 "AS BUILT" nm REvlE"l:D BY; INSPECTOR . ' ,, " ~ ., ' TV6E STEEL PER ~ 5-ECTION A-A ' J _J I _J _J I\ \__ru;e STEEL AND PLATE A DAHLIN cRolJPt------t----+--------t---!----+---+------l ~ CIT~NNs~EPAs~~LSBAD m ;=:::=:'....::::::=========::::'....'.:::=::::::::; ~ ' 0 ., PER 5EGTION A-0 Ea. 0EQ, 0 al 1/2' rfP, SEE DETAIL 02 1' rfP . ' ~·-ti~ (e,J EG./AL SPAGES (4) 3/4' DIA. Al<:, 60\. T5 rfPIC,"1. 0 LEFT HOR APPROVED FOR PLANTING DETAIL I FRAMING PLAN AND IRRIGATION ONLY, ;,GALE, I" • l'-<J' n<al.I5ES AND ENTRY GATE aGALE, 1/4' • l'-<J' TRU!..I5ES AND 1:NTRl' ti>ATE INCLUDING PRECISE TRELLl5E5 AND ENTRY GATE LOCATION OF PLANTING AREAS. ARCHITECT~ 6 DESCRIPTION DATE REVISIONS JOB NO. 145006 DRAWN CHECK DATE DLANNER~r---t-----t---------------+--+--+---+----, ~ WCII. CA -!M 6!CJ/'l!i0<:);40 DRAWN NKK/C.AG DATE INITIAL ;l-11-<1e, ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTT-IER APPROVAL CITY APPROVAL TRELLISES AND ENTRY 5A TE LL.eY C.LU6" !"LAN OWN BY: CHKD BY: .. S";;J~ RVWD BY: PROJECT NO. SOP 89-18 DRAWING NO. 361-9L ------------- SIDE EL.EYATION SCAI..E, 1/4" , l'-0" "LA$~ !\" 11"1c::.I< G,_., ,W..,. l!XT!!l<JOR ~ 2-COAT ~ MAsoN!<Y 5'"00'1'H l'INISH 111< =l'OOTIN6 !"ER FOUNDATION "L At-lD5LAEI AN I 't 5' "\'Q,GMJ TD.C,1.11!!1 T,Q.~ F.O. FROM l"l.Af, Tl!lt ----➔ T.O.~ TOSI-A!'>AND HAl<t>SCAPE -~ . ...,, ~ ~ ' J • ~...---------- -- [ I ~-t----WI ·► tL I ~/ V .> ' 1' "4 • l:.?"o.c,_/ 2•--oM SECTION A: OETAIL. S!:CTION ¼ALE, I' , l'-0' TRAfi'! l:NCL09.IRE C, L (2) "4 (II) $!<0Vl"AT5Te!S. 00\.Y "4 ,. 24" o.<. (V) I /:.?) "4 (fl) ~ TOQLl!D l!D<-1; .__ 3 /2) "4, TYi' / -l_ 9" MIN, CLEAR -.YP ~~ IN. CLEAA TYP. TRA5H ENCLO"xRE T.O.c:M/ T.D.~ REA" EL.e\/ATION T/J.'-KI . - 5' "' T ,Q. QAlll!I . . F"°NT !:L.EVATION 5GAI...E, 1/4' ~ l'-0" 9 9 "' "' [I I 111111 10'•!1" ~-------- I \ II \ I I I \ / I \ / "l )',.----7 I '\ ,,-I ' ; I I v I /' I / ' I TRASf!ENClo9JRE 11.IBel!PM'e'TAL -AP.IAGENf ~Al'!: TO Bl! iJ!Yl!L TO ,Ac,C,OMMOl;>A Tt l"JW. DOOR 9'11N6 I \ I I \ / I \ / I ,( I \ I.{ ___ .)\ rc---7 I ioa4------CONC,Rl!TI! c:lMl ~f-<---,,.'lt--llf;;J-----(I) 1' i"IIDE , 4' Of:!!!"' , !>' tl!61i, (ll) CISIG YARD ~ BIN ' / I \ I I V I ' I I /' I \ I / \ I L::' ___ __'.::I ~+-lr-'A-----(2) 2-1/2' i"IID!! x ;:Ht.;?' Dl:Ef" s e• Hl&H l<ECYCLINO> TOTE!O. SINS l'.1/A.--oe::-----PIN iT"'° HOl.i.s AT 1',I\S l'l,IW-1!$T Oi"l!N AND G\,.05l!D l"OINT5 1' \1 "/ ________ '.! l501l< D"""5} ~~_:l.,...i!."""'~LL-----,J""!=~:::__-----"4'~-=-r~~--PIN STOP!'> ON !lCl'I! DOORS 41061 PR METAi-&AW DOOl'G c_,,,,.,-AL IS-A'!"e DOORS M<llJN'l!lt> FL.OOR PL.AN SC.ALE: 1/4" ;:: l'--0'' FOIJNI:)ATION FL.AN SCAI.E, 114' • 1'-0" o H!!AYY i::vTY 5'12L HIN6E$ '!;/1)" DIA»!. SOL"$ ..:a-----~CONGl'ET'E SLAe TO 10'-I)" 11-41 ------------I ACGOMM<IDA"l'e ;:zopoo LB6. ON :2 l'fe.5. 5LAfl TO Bl! AT SAl'te IS-AAD~ A5 PA'l'H TO l"~ll..lTATI! II.OW.ING OI" BIN& !"OIi. LOAPIN6 f'OS>ITIONIN<!> BY v.A$Tt, At-ID ~YCLIN6 M~ Se!IYIG!! TRASI-IENC.~ TRASH ENC!..05.RI' 1," b i ~ " 8 6 xi RO/;,~ -':.AF-re;;,_ PE,c: Rt70~ 7 '· .,> ~,.,,,,, ~,./,i p~,._r· 7• ,._ 1, .. , -.,.-. 6 Bx WAILER -------..... T5 HIF PER Fl-AN 6/1,',' THK. 5,m_ Fl.A-re ~ TO TOF OF --.c_ VERTICAL TS COi-AW BOTTOM OF T5 HIP ~--~ -;,/4• f'I.. Yl'4D SHT'e --1><6VeROOYI:' l»cl2 BEAi-i ---===-----,-----,1-T-Tl-1/l~:'r l»cl2 BEAM BEYOND--------! \ IOI 11-.LJ:::!,,.,. -----------..i y I AG-Eb fflOM POST TO I I I BeAM TYl". cAG-H Sll?e ----.___,,--_ _I-\ (4) 6X6 POSTS--....._ sa;; eEvTION ~• FOR MORE' INFO. SCALE'.: 1" = 1 '-0" 5/5" DIA. 601..TSF!iWt-1 GOL, TO BM. TS HIP TO COL CONN. \DET\0502VC03 4 6xl:2 aEAt-15, SEE PLAN -70:::::::--~~ _J.-+~--f-T5 HIP ABOVE .----l--6><6 POSTS eEL.Ol'I . . " " """'"-. ' t----t----~------'-c,f ~ --~ TS COUJMN PER Pl.AN ___ ,, (:2) '$/5" DIA. B0L T5 l'Ei..!>ED TO T5 C.OUJMN EAG-H SIDE PLAN VIEV\I SCALE:: 1" = 1'-0" TS COL TO BM CONN \ DET\ 0502VC02 3 S/lb" 4'><i"x6/5" THICK STEEL Fl.ATE 2·1'11De ><6/e'>"THK --~ STEEi. Pl.ATE F!'e01"I TS TO l"I 6xl5 1:ACHSIDE 4"x4"xl/4" T5 HIP 6><6 KIN6 POST--- 4"><10 112"><1/4' STEa Pl..Al1: EAG-H SIDE ----.._ PLAN 1/:2" DIA. l'lf=I..DeD £: SOI-TS,. 24~(')~. .x 5HT'(!', S><WAII.ER TSHIP Ix BD. ><6MOF SHEA THINE; ~ TSHIF SCALE: 1" = 1'-0" SEGTION TS HIP TO COMP. RING \DET\0502VC01 2 "AS BUILT" 111\.E OATE REVIEWED BYc C.M.W.D. NO. 92·309 INSPECTOR DATE DAHLIN GQQlJPi-------t-------t--------+---+---+---+-------l ~ CIT!NNS~EPA£~~LSBAD ~ A R CH I T I': CT <!, D L A N N t R <!, :==:::'....'::=====::::::::::.::====:=::_'-===:= APPROVED FOR PLANTING AND IR~IGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "-' 8allll ~ AVZIIIII! • 619~ 6. DESCRIJ'T!ON DATE REVISIONS JOB NO. 145.006 DRAWN CHECK DATE DRAWN NKK/CA<;, S-11-"1-' 01..11' INITI,0.L OAT( INl1lAL OA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OllfER APPROVAL CITY APPROVAL APPROVE ASSISTANT DWN BY: CHKD BY:~-- Rv'tlll BY: -------------- 8 OJECT NO. DRAWING NO. SOP 89-18 361-9L • DIVISION 00 CONDITIONS OF CONTRACT 0.01 Terminology A. Rt1lerenced Orgrnizalionl ACI Americ;n Concrelt1 lnslllul11 AISC Ame,iean ln11itu1e ol St1nd Coru!rucliori AITC American lnslllule ot Timber Con!lruclion ANSI American Nati or,a I Shndard Ing ti tu le APA American Plywood A1,oeialfon ASHAAE American Socl,ty o! Healing, Relr igeral ion, and Air Condiliotdng Engineering ASHA Ame1ican Society for haling and M.al11rial:s AWS Amer ie,rn Welding Society AMJ..A Archltec!ural Aluminum Man1,1lacalur11ra' Associ.1lion CEC c~lili;,10ia En~HQY ComminiQn CRSI Coo,rot, Aeinlorcing Stool lnstilut, FS Fodera! Specilicatlon GA Gyp,um Aaaocial ion ICBO lnlun.alional Conference of Bulldlog Officials NBS PS N.dion;I Bu11:1au of Slrndard,, Product St,ndards NEMA Nat Ion.al Elect, ic.1.I Mal'!ufacturer$ AsHciat ion NFPA Nallonal Firg Proloc!ion Associalion NFRC Nalional fe11e~lraliofl Rating Council t-JJFMA National Oak Floor Ing Manu!aclur&r~ Association NRCA Nalional Roollng Con(ralor~ Associalion NNWDA NaliQn,il Wood Window and Door Associ,1lion POCA Painting Jnd Dr.iecrating Con!raclors o1 America SD I SI" I Do or I no I i I u I e SMACNA Sheet Metal arid Air Conditioning Conl1.aclors Nalional Association TCA Tilt Council ol America TPI Ttu~s Plale lnililidt UL Undarwrllen' L,lbor.atorles Inc, WIC Woodwork ln1lilutli' ol California B. Deli nl I ions. 1, Cord1acl Docurnenls: The Cordracl Docurnen!1 shall includ11 the drnlngs, specilicallans. ,truclural calculation,, ,oils r1:1pod, iind C!llilornla Tille 21 ene,gy comp! i,H1cs fo1ms. Th1!$8 documents are inlunded lo s1.1pplemenl and cor11ple111enl each 01h01. In ca.se ol conllicl, contacl the Ar1;:hilecl. 2 Owne,: The le,m ·o.ine,· 1h;all mean lhe Ov,net or the Owner's ulho1iu1d rep1esentalivtfs). 3, Con(ra.cl<H; The tern1 °Co11\1adl)1° 1h,d\ mun lh, general e1;1n\raclor or th, general conlrHlor·~ rnthorized r11prn\l'nhlivel1I. 4. Architect: The term "A.rchilect• shall me.in Dahlin Group 01 Dahlin Group's authorized rapraunlal iYe(t l. 5. Enginaer: Ha lurn "Enginur· shall rnsan the slr1.1clurill englnur or the $1ruclural t1nginur's .u!h1;nlzed repr111nhtive(sl. 6. Builder: The term "Sui Ide,• shall mean a perHn or entity Yt"ho is boli'i an Owner and Cordtaclor, lfld whou rupon·dbili\ie-s art ltn both Owner and Conlr,,1.clor. f. Con,tr1Jcl ion: Typical Auemblies: DIVISION 01 1.01 Scope ol Work: GENERAL REQUIREMENTS A. Conlraclor sin!! µ1011idt ill \;i,bQ1, made1ial$, oqu1pmen\, porm1h, and H1v1Cl[ls necessary lor construction of the b1.Jili:lin~ and sillJ improvements conforming lo \he contrael dOctJmenls Drawings: arid ,pecit1eat1ons repr1un! !ini1h111d 11,uclure Tht conl,actor 1hall b11 respons,bl• for means and methods of conslrucl1on 1ncllld,ng shor,ng and tempora1y brHing ,111d shall lake ~I l _nHu~ary miHYCu lo il"ISIJ!~ lh~ $~le{y o! all penons Hid sl1vc\u1es ne.1.r or .adJ'acenl lo !he site. C.arY $ha I I b@ 1aken lo pro lee I !Jorn any dam.iga al I lrees !Ind vegetation Qn he sile and on adfoining proper1i11. Any l!imming 01 ottief .alter,tllor'l done to lree1 1hall be done 10 only by ippro\/~I of the Ownu. B. Th.1:1 Archi\c3cl will 1101 b-e provid\rtg thll" C.ner trilh reju1iilr on sit~ conlract .zd111inislralion and i~ .zv,ailaOle only Jt 1eq1Je1t of ih~ Owner The Con r.ictor is tolely respon~ible for the qu11I ily c~njrol Hll conslr1Jc:t1on 11.rn~.irGs lor !hit project, C. Th@u plans ~r~ lor general ~onstrudion purpous: only. They .ire no! e~h.zu,t,vely detailed M1 iul!y $i)tC1i1ed. Tho drawings w1;ire prepa,ed lo a level ol compleiton s~lisla!ory lor building pi:trmil purpo~u a.rid for con,lruelio11 by iii knowledgeable and operienced contraclor, The Contr-,ctor i1 respon&ible tor preparation ot any suppl1,1menlal details, producl specilicalion,, coo,din;i.1ion Hid in~hllalion of ,lll material:1 and eq1.dpm9rd. D. Mec:hani1;:,;,l, eleclri~QI, and plumbing iyste1ns are showri for intent only. These sy~leim3 1hall bt du3i9n/build by lhe Conl1ac1or. The Conlraclor ahall bs ruponalble for all neceuary permil1, (l"rawdngs, calcu)ation1, .and Title 24 En,rgy Compliance. E. The,e drawings 11nd spf!cificalion, ate divided into uctions for convenience only. Con\rHlor;. Hbcon1raclors and mQlerials ~uppliers shall refer !o ali reltvHI uclions in biddlnj and pulormlrig thfli, work Hd sh;ill be re$ponsible lor all asp,ch ol the work regard eB of whvr1;1 the lnform.zlion occurs in the dr;u;ings. F. Cfs.,n-Up· The Conlraclor .-ill rumove all d1,1bri11 from !hii b1,1ilding ,its ,nd in ~eni:,r;i.l ki,i.ip \h1:1 work: u clea, ol r1Jbbhh H pouible during lhlil course ol 1h11 work. Sufore filing the Nolice o1 Comp!elion. lh1 building will be lully c;:lo.aned, incl1.1din~ all glau polished, floors scrubbed and clf!an&d, and lhe building shall bH s1.1itable for immediate occupancy by Owner. 1.02 Ouali\y Con\rol A. All work shall comply ·,rill-, ,1.pplicable ,equlremanls of all governing codn, ragulillom; arid ordi11anca, Theu 1Jhall includ, the l31esl adopted editiana of: The Uniform Building Code IUBCI, National Eloclric Code INECI, Unilorm Plumbing Codo, IUPCI, Uniform Mee~anical Co~e t~), OSHA 1eg1Jlai\\onL uid ~ll o~har_heallh and aalely codes, ord1n.ancss and rffquiremenla adopted by gcvern,ng agencies. In lhe uu ol conllich b■lwnn lhtu regulations ;i,nd the conlr;id docum111nh. lhe moil rolliclivil thall .apply. B. T~e Crrnlraclor sh.ill verify, At the sile .ill coriditloru atteding work :rnO !ha\( fl!IVi~'lf th& con!r.icl documanl$ for my areu ol quesliQn aflaclitig co.st, consl1uctlon and warranty and my drawing dimen,ior"ial or riolo-conflict, di,cr~p-ancy ille-git,ilily or or11l,~ion ,1,_·1 ~·11 ~, 0 1 qi.i~sl,vn ~h,1.i b~ '.l'cl\lgh· 1 ,) 1 "\f l''•-~. l • '• ~.. ,.,....,,. •··) work ,lnd/or subm,t:,ng ~ry D d \....01M1e11 ... emuni 01 Any •Or'"-lh,ul r;onst;lul@ ;i.<;:ci,,plH1ce by the Conlrac\01 ol all condiliom allecling work. C Workm.anihip lhrovghoul ih.111 b1;1 of 1hs highul qy,11:ly o1 eH~ l.,de ;,,vol,,...ad D. Tht1 Conlrttt!-Jr ta1·,1 8 ,uITTm1;ir•r ~~ "'~, 11q, 101,·y lhij i)wn111 ,r, ., ting ot ~ny wo1J Iha! cannot be l1Jlly 9uil.rrnluG or 11uc1J!1:1d •nthin the Intent ol lhs drawings prior lo the bld s ubm i I I .i, I , E. All construction ih.;ill be in slrid conformance with manufulurers' lalsst wrlll8n spt:icifica!io11s. All discrep;iricie~ b1d.-een lh11111 specificationJ and lhe con1racl documsn\~ prgp.ar~d by the A1c/illiicl and his conaullants sh,111 be b10ught lo lh@ allanlion of lhY ArcnilE!cl before commeneing work. F. A111arence to product manulac!uru or Irids names are /or minimum perlormar,ce sland;uds only Submill.11 equals may be .ii lowed upon approval by lh1;1 ArchilecL M:Jlerlal and d~lail ~obslil~l!O~! in~de ~Y !h~ ContrHlor wi!hou1 \rtri!len i!pproval by !he Acchittcl s~all void any respon,1bll1ty Qr lu1brl1ty ol the Arch11Ht as lo performance, repair cost, 1nclllary d.am.:rge or the perlo,manca of rtlalsd material• ,1nd d11lails. G._ Colllng_and patehin9 Include! C1Jtlin9 into e1ds:ting coilst1ucli~H\ lo provids 1.or \he 1nsl.:rllal1on or petlormance ol olh@r work and 1ubsl!lqvenl filling ind palchin9 required lo res!o,u svrlac11s lo their origin~] condi!ion. U,a maleri.:rl~ for cutting ,;1nd pilthing th.ii ari ldflnllc.il lo exi1llng m.alerials. H. Do no! r:l.ll and ptlr:;h sh1Jduftl work In a m;HH\8f thil wv1Jld io-sul1 lri a 1educlion ol l1Jid C,11rying capacity or loa.d-dell11cli1Jn ralio. Subrnil propoul and oblain Archilecl'• and Engineer'e approval before proceeding ~llh cul and patch of slruclu,al •ork, I. Ou;jlily corilrol se1vir;111 lncludv inapeclions and lul1 pYrformed by indepandr,nl aguncias and ~ovurnlng Blhorll~as, at well a, by llie Conlruto,. Inspection .ind !utins urvlcu are 1nlencttd lo de11.irm1ne cornpli.ince of the work and lhe requirements spscilied. Approvil by a buildlne ofllcial does no! mf!.:rn approval 01 l;iilLire lo comply writh lhs conlracl documl!lnls. Inspection, ,1nd lu!ing ,hall he palformsd .,i.l the requul o! !he Own,,, the Archilvcl and/or governing il.g1;1ncin and H 1111 lorlh In !hes1;1 documenls. Ou.alily control servicus HQ the Conlra.clor'i ruponslbllity. ll'!clodlng thou ,pecllled I~ be per!ofmod by an indilp1;1ndent .Jgency and not by the conlrac101, The Conlr.aclo, 5hal I employ and pay any independerit agar,cy, lasting labo,alo,y or_othf!r qualil1ed firm to pertorm qualily cont,ol urvices spaeilitid. Where reaul\i o1 1n1pf!clion1 or lul• do not indicale compliance wit~ lh8 con!racl documenls, thu Conlraclo1 shall be respon1ible !or any ,,pair, repl.1eemenl, corr,clion and re- lesl Iha[ i! r1:1quired, J. All dimtln$iOM ih.:r:11 tak1:1 precadtince over sca/11 ,hawn on 11-,e pl.ms, seclloM, ,,111d d0lalls. Dirn@n!ions are lo !He ol ,luds. lac., r,I foundalion, lace o! concrol0 block, lop o! shealhing, lop 1;1f ,lab, or ceote, of opening~. U.O.N. Do no1 scale drawingL Contractor snail ve1ily all dimeMions and reviev-any c1;1nflicls Oi diHrep.incie~ with lhe Archilac:I prior to COl'f"lmtlncement of work. DIVISION 02 SITEWORK 2.01 Soils Report: A. At\ 'IC01k !.ha.I\ IHI ir. conlormal'lce with \he Snil!i, Compac\ion And Geological Rf!porl. A, As Pre:p;irYd by· Terr.11u1ch. Inc. B. Repo, I No. 5189 C. Dale: April 30. 1993 B. Tht C1;1n\qdor !t-.a\\ 1-itiv& \ht Soils El"lgirieer 1eview and approve in wriling lo lhe Bulldln9 Oflicial and A1ch1lecl lh.:rl th, loundalion and sile de:sign are in conformance with Iha Salls Aepor t prior lo commenci:im11nt ol work. C. The Con!ractor ehall be solely rupon5ible 101 oompliancl:' wi!h all recommendalions of Iha Soilt R~po1! •. 1,, ••. , .,~. ". ,•c,~, ,~A J'-', .1.,, .,,,..;_,. . ~~_;;i....,,. Jr,',,i.-¢-.,.ll,i~j..t[,+\~·: lnl~ VS: f, Framing lumbsr ,hall be Dou9l1u o, H111m lir and 111eel the tollowln9 minimum slandird U,N.D. D. Prior \Q the oonlraclor requesllng ,1 fovndalion inspection by the bulldin9 daparlmenl, the I. All interior sl~bs shall receivff trowel smooth finish IU.O.N.I. Soils EnglMi;u ,halt tdviH lhe Bul\dinij Of!ici,1! a.nd A1chi\1)t\ In w1\tlng \hit: 2. All driveways, sidewalks, and slaif5 shall receive broom-smooth !lnlsh (U.0.NI. 1. Site 9,ilding, 1ub9r.id1,1 preparation, cvlling ,lop••· ucavalion, pl•cem,nl ol en9inaer9d 3. Garage slabs and 1Jlhar Interior slabs lhat wlll remain unflnl$hlild shall be tru\11d with fill material and C0"1paction is In accordance wi!h th, Seils Report. Lipidolilh H;ndMr by Sonni,born, or equal. u .. Species Gr r1 de D, F. 2. The utility lr,noho, have bo,n proporly baoklilled and compaclod. T, Anchorag, Nol9!: 3. Tho loundalion 0>0.volion,, lo1m\nj· tooling ••d pi" depth,. and reinforcement comply t. UhO.N .. 100 loundalion plao, ,111 pl•lu.loi all ,xlorlor aod.iol&riol beariog ~alls ,hall be PI, I,,: 2 , 4 2,6,218 D,F. Standard or Bolter No, 2 or Belli:ir •Ith lh9 ,oils r!i!porl and approvttd pans. .1nc ored o concrt1te 1autidat1on w l1h /'i. IJiame er anchors 12 long w lh a :11andard 2.02 General Rsqui remenis hook, .ii muimum 4 hut on cenltr, lmbsd 7" 111in. SIii!! lo rscaive the llr:d hslener at Horizonhl Framing Lumb1tr; 4 x 4 ~rid smaller D,F. No. 2 No. 2 No. 2 No. I No. I No. I A., The sl\a plan 1$ nQI i\ survl)y. \\ i'II baud on i\h in1l)rMa\\1;1n provid&d by the Own11r and is for building and site work layout only. The Cordractor shall verily on ,ite all grades. soil conditil'lhS. ground waler, uisting 1,nprovemenls, properly lines, uumenlL setbacks, ullllli1n and iUbslrucluru. Wh9re discrepancle~ with the drawings occur, conl.u,:I Arc~ited. B. Grade surf.He ol till u11de1 concrete il.a.bs shall be 3mooth and even. fro of voids, comp.aded u speci!i.:id and lo ,eq1,1ired elevation. C. Unless detailed olherwiu ar nl'll&d, pad grade under building shall ha~e positive slope lo 1 per!ar,d111d (!rain ut in jrav,! l1,n1,;~ E:del"\d plp'il 11:> all podiom o1 under\\()or ;nu The drain shall di,;ch,u9e in o Iha street or approved draina99 l.cilily, D. Unl111 olhetwiu delail111d or noted, a parfo1al@d drain ul in a gravel tr@nch 1hall be inalall,d around !he enlirs pe1 im1:dtt of thv !oundalion. The drain ,h.i!I diu:harge in!o lhu draal 01 .1pp1ov1:1d drainage IHilily. Usa only rigid pipe, lluible pipe will not be allowed. E. ll ~hall be th& responsiblli!y of !he Contr.aclor lo lake proper ero;ion control measures, The Con!raclor aha! I b11 1111sponslbl11 lo, proper surface 11nd nJblHirlace dralna.ge of Iha idle Slope ill finhh gr.ading ii.Wily from buildings, walks, driv,u or decks and pr1:>vide catch b,1sin~ whe,e rt~1,Jirad. F. Fin1ilh gcad1H ,hall be held do1'n in plartlinQ .aru, The Conlraclor shall prnvide rnd install a 6' m1rnmum lhicknass of cl@,1n ;elect lop soils in lha~e arus. G. Rough grading 10< ,lab,-on-giad• ,hall •• within 2/101h ol ona loot. plu> or rninu,, H, SIie gr,dlng shall oe wllhlh 5/!0lh ol ono loot, pluo or rnlnu,, I. All roof d1i1iinage shsill be plp•d in ii closed pipe iyilhm lo streel or laci 11 ly IU.O.N. I. J. B1.1llder shall proYld• l.rndscape df!velopmen! guidelines lo Buyer that shall Include inlormalion on site mainl1rnance ,1r1d devi:tlopmsnt and !late such ilems as 'lui9.1.lion system ah.ill be duigned lo pr11v1,1nt salura!.Q11 ol Hil adjacent to bl.lilding·. K. All u!ililies unlBss indicated o!h11r•ise ahall be ins hi led under g1ound, The Contractor be f8~ponsible lo insur!! that all lr,rnching within building aru shall b8 backfilled and compacled with struclu1,1.I Hils maleri;i.l lrn of .iny rock! Qr other ,harp obj,ch which may damage undergroond ut i Ii ti~s, L. Unde19round piping sh.ii Iba bid lo ii mirllm1.1m 2-4" depth btlow finished gr;ide. When ,.dililiu HU pl-Had in ;i CQITilllOn l1ench, all 1Jtilities shall maintain sepilr.alion, Hd bolh vailic;illy arid horl.uinhlly, as re~uirl:'d by applicable codu, DIVISION 03 CONCRETE 3. 0 I Ou a I i I y Con I r o I s h,1 I I A. \t"l itddiliori lo c:omply\n9 wilh all p@rlinant codes and u19ul,,1.lions, comply wllh all applit&bl.:i proYlilon, ol the lalual ,dilions of: l. ACI 301 "Specifications for Structural Concrete tor 6uildinqs· 2 ACI 318 ~Building Cod& Requirem~nls lot Rtlnlorcud Concr&ll'I 3. CASI "t-.,fanu,ll al SlHda,d Praclicv· B. U 0.N, on En9inee1', d1awing:1:. materials shall meet or e(ceed lhe lollowin9 standards:: I. Portland Cemenl: ASTM Ci50. Typo II, low alkali. 2. A99regalo, gonoral: ASTMC33. 3. L19ht,oighl Aggrogalo: ASTM C330 4. Waler; ASHA C94 5. Roinlordng Baro: ASTM A615 a. •3 ilnd Sm~l lur: Grade 40 b. t4 a:nd LHge,: Gr a.de 60 6. Welo•o •Ire labric: ASTM Al85 7. Slo,I •ire: ASTM A82. Min 1 16 8. 10 mil Polyelhylone Vapor Barritr: ASTM D2103 9. Foundalion Conneclora: See Division 05. 10. A,ph,11 lmprogn,1,d St,ips. ASHA Dg◄ 11. Form work: ACI 347 12, Mi,\ng: ASTM Cl! 13. PrecH t a.rchi !eclura: con1;1ele columnt and Ir ims: See Oivi$ ion 04 C. Teslin9, wh11n reqLiired, will conform lo lht1 lollowing slrndards: I. Sampling concrole ASTM Cl/2 2. Taking cylinder, ASTM C31 3. To, Ii ng ASTM C39 4. Core le~ls Iii required/ ASTM C42 5 Slump 1.,1, ASThl Cl43 D. Specfal inspection Is re~1,lired w~t1re conore!e strength ~reato, lhan 2500 psi ia required. ConlrHlor shall ,emove and 1eplace any concrets which la1ls lo a!lain specilitd ~lrenglh in 28 days if so direcled by th• Architect, ot Building Otlicial. 3.02 Genera I Requi ramenls A All concrete $ha.II have lh1;i lollowlng mlnlm1,1m pr8por1ioned within 1ha following llmils: compresslve strengths at 28 d~ys and shall be LOCATION 28 DAY CCMP. I PS 11 PIERS GRADE BEAMS FOOT lf!JS SLAB ON GRADE RETAINING WALLS LIGHTWFIGHT C0-X:: 2490 2490 3000 1000 MAX Affi SIZE I IN I 1/2 1/2 MAX $LIMP I IN/ 5 3 1/2 5 MINlf.UA CEMENT FACTOR ISACKS/CU,YOI 5 5 6 105 PCF C. All loolings nol !ormed ,hall bi:t pou,ud into n&~t ucaY.;ilions .irid !ht fooling width shill be ''H'•H•nJ ti,. 'wr1 ,,(~u '• ,rr.,a Or 10, 1 ~ng riter P eq<J1,on1 1/i,J/I be l.aken lo preverd ,,ou9h1ng ot ,011 into 1IH1 lool1ng 1;1Ha.vat1on prior 11;1 .and during the placing ol concrele. D. All r111inforcing ban shall bi:i provided -.ith Iha lollo-ing minimum concrele conr· Formed surf.tell~ exposed lo wealhl!lf I 112· Formed 1urlac1u in contact with earth 2· UnlorMd $urlH1H ln c-0nl.1cl with i,i!rll'i 3· Slab$ on roll11d gra,de, beams. gi1ders &. col1.1ms I 1/2' Slab$ .J.l'ld 'l'l'lllls not 8Jf)O~ed lo wealher 3;4· Clear diJ !ancu bE>h,een ban r E. All b.ar3 sliall be clean. of 10010 ll.tk.y P.al. 9reau or ether mnhri&\$ likely to impair bond. F. Ve1lical bars shall be accuralllly pos1llon,d at the ct1nlsr of lfle wall, U.O.N. on detail~ and ~h.ill be !led in place al lop and bollom. G. Laps in re~ar ~pl ices in concrele shall bt fU.O.N. l: I. 40 bar dia. 112' Min.I lor gra~o 40 2. 48 bar dia. 118' Min. I lor grad, 60 3. Me,h: I m"h widln 16' Min.I H, Splices: In continuous 1einforcem0nl .:r~ usvd in walls, grad!! beams. etc,, lhe aplieu ln .:i.dj.icenl ba1s ~l,all be not las, than 5·-a· .:i.parL V.irlical wall bars 1h,dl be spliced ,ll Qr near I lloor lines. Splic0 bait in spandrels. w.1.lls, beams, gradli' beams, etc., u lollows: hp balS at cenler line ol spa.n, bo!lorn bars at fh1:1 suppoli. Ht)(d re!nlorc11rneot \n Iii, \Tua l-101i2onl.il .ind verllcal po,;i\ion oumerouB Ii;> permit walkini on s!eel without displ.aeerrienl. Do not from lh1;1l1 i11lended po,ition~ during cono,e!lng. wiih dsvic,s 9u)llcle:nlly diiplace: slrandil 01 rebar J Balor8 corlng or Orilling concrete 1lructurH, i,ierily reintorcement locallons with the Engineer. K. No pipu or duct, ,h.,11 be placed in ~lruclural concrete unluu speciflcally indicated. No pipe or electrical conduil placed ~orizonlally in a concutle slab shall have an outside dlam11ler grea!er Ihm 1/3 of lhe slab thickness. Hay sh11II bl!I' localed wilf-iin lh1:t mlddla 1/3 6' frQm ,ach cul end ,,ii the sill. Su foundation pla11 and shear wall Hh,dul9 fo, size and spacing al shur walls. 2. U,O,N., power driven anchor pins may be used on iolerlor non-shuar and non-bearing w,1.II -,t 3. U.O.N., holdown, shall be .illached lo 4x4 post min. with sheAr edge n.-iling full h111i9ht of 4. U.Q.N .. individual i,olat•d po,!, ,h,11 b• anchored by PS connocloto, S. For lurther faslene, inlormalion 1ee Division 05 (Materlalsl. U. For .all po:,! lens ion slab specific.at ions reler to Post Tension Engineer's drawings. DIVISION 04 -MASONRY 4. 0 I Ou a I i I y Con I r o I A. M1lorlal1 •hall meal or e,c"d Iha lollowlng 1l,nd,rd1 IU,0.N.I: I. Ho I low concr,le ma>onry unit, 10,!JI: ASTM C90 and C33t. 1500 p, i, Grade 'N' 2. Bric~ Muonry: AS™ C62: Grade 'SW' 3. Ficin9 B, ick: ASTM C216: Grad• ·sw· ,lab found.al Ions pod. only. 4. Mortar: AS™Cl61 and C270. 1800 psi, Typ• ·s··: 8' mu ,lump S. G10ul:ASTM C476 ,xcepl lh,1 n,lural iind IASTM C33I ,n,11 b, us,d rnd limo ,n,11 nol ho u,od:2000psi:IO'mu, slump. 6, Gt.au 811H:lc Mlrdmun,, perlo1mance 'fH1dflc;1.tl{)I\! iha.11 b& as P\\\e'o1.n9h Cotning gl;iu block unit,. n, unit, ,hall bo lh• pallorn and ,izo Indicated on In• plan,, 7. R@inlorcin~ B;irs: A, per Division 03 8. Anchors, T195, ;i.nd Accessoriss: Highasl indusl1y sl:rndards 9. Dlrneosionil Ston9'. Su Oi11(1lc;1f\ 09 tTil~I 10. P1acH! archllectur.al concrele columns and lrlm,: Concre:le Design$ Inc. [COIi U.0.N, II, Grout tor preoa,t ooncrole: ASTM AIIB.6. Lalox Porlland c,m,nl, color to match precaol concrel,. 12. EpO!y Grout: ANSI AIOB.6 and A118.3, S. Special \r.:1pecllon I. All concraltt block work 8hall rec111lvu special lntpec!lon where required by Ha U.B,C. IU.O.N,), An indi:tpenden! I.ab shall conllnuously inspt1cl !he concral& block work during cons!rucllon rnd shall ce,tify compliance *Ith Iha code, plans ilnd -specilicalionL -4 .02 G@mn;i,I R0quln1m@r1\J A. Concrete Block I. Grou! ;ill celle. Provide in~peclioo and clean oul hot91 al the bau1 ol grouted cells for !ilia in exce5S of 1 reel in heigh\. When grouting lti ~topped lor one hour or 1ongBr, horlzontal conslruclion jolnh 1ha(! be formed by sll:ippl~~ thee gioul p(IUI \-1/2' below lop of upp8rmosl Linit. All groul shall be conHlidaled a! lhe lime o! pourif"lg by vibra!ing. 2. The usf! o! admixl1Jres !!hall not be permitted In mortar or grou1 unlu~ ,1.pproved by the engineer, 3. Mortar joint, lob• '!lush· IU.0.N.1. !. Bond shat I b• 'running• IU.0.N.I, 8. Br i ck: I. Mortar join!, shall b, 'raked· IU.0.N.I Rakod joint, snail oe not moro than 3/8' ,.,p, and W~l!lro exposed lo Wlfii.lher, shall be tooled. Brick 101nh sh,1.II be concavi:td wharo subject to f,nzing. 2. Bond •ha 11 b, •,unnl ng' IU.0.N. I. C, Slone: I. Field S.impl11: A sampl8 p.,i.nel sh;;ill be built .ipproximately 4 Int by 6 feel. Thi$ nmple panul will be 3 upar.1.lu pad of the proj11cl. Venn, in-s!;i.11,dlon shall tiol p1oceed unlit UHi! sample prne( It acte.pled Dy the 1'fctl\\ed ar.d 0wMH-Fu\\ sin un\h 'lfhioh have bun Gelacled and approved by th& ArchiloQI and !he Ownor to show color range, muimur11 texlurs ranije, bond, mortar, !aoling of joinls. rnd quality of workmanship shal I be used 1n the sampls panel. Sampl& panel shal I remain on the p1oji:tcl for comparison purposas -Ith th@ adl.lal ..-ork. The iamp\l~ prnel sf\all b~ demoli~hod and removYd from th& site aflar complellon and HCeplance of lhv work. D. G1,,, 81ook, I. Marlar for glaH block install111d on ului1Jr Wills .and Qlh111 damp lociilion ~hall bi w::i.lgqHOQied w!lh Lit\crcdi 85\0 or IH\\lil. DIVISION 05 METALS 5.01 Oualily Conlrol A. In addition lo conlorming with all perlinant codiiB ind re9ulalloM, comply wilh applicable provisions of Iha latest 8dillons of: I. AJSC °Cod11 ol Standard Praclic::e fo1 Steel Bui I ding, and Brld9u .• 2. AlSC ·specllic.i\\ons \or 1h11 Design, hbrloliori, i!Od Erection o! Structural Slul for Buildings.~ 3. AISC 'Specifications lor Arclileclurally E,po,ed Structural s1.,1.' ◄. AISC "Sp,cillcallono tor Slruclural Joints u,ing ASTM A 325 or A 190 Bolls.' 5. A'/IS DI.I 'Structural Wolding Godo,' &. Malerials shall mu\ or e~ceed lhn following sland.ud~ IU.0.N.l: I. Rolled steel fihap11s. plahs and b.:H1: ASTMA36 2. Sl9'1 pip,· ASHA A53. TypOI E or S. G,ade 8 1Fy 0 35KSII or AS™ A-501 1Fy,36KSII. 3. Slo,I lube: ASTM A500, Grado 8 1Fy 0 46KSII 4. Galvanizod ,leel pipo ASTM A53 grade A, I. Stoel bai, and bar-, i10 shapes: ASTM A615. or ASTM A36. 6. 519'1 pl,18! lo be bonl or cold form,d: ASHA A283, Grado C 7. Machin, bolls and nul,: ASTM A307 ,nd A563. 8. High, lronglh bolls: ASTM A325N 9, Anchor bol 11: ASTM A36 or AS™ A307. 10. Expan,ion bolls: FS FF·S-325. 11. Lag bolls: FS FF-B-561C. 12. Machine screws: FS FF-S-92. 13. Wood ,cr,w,: FS FF-S-t I ID. 14. Wa,her,: ,. Plain wash"" FS ff-W-92. b. Lock •aah&rt: FS FF-W-84. 15. Framing anchors lo be Simpoon Company •,trong-tlo' connootor, I.C.8.D. 1211, 1258, and 1746, 16. floclrodo, tor ••!ding: AWS A5 I or A5.5 EIOXX oloolrodo,. 17. Powor driv•n la,loner,: 'RAfASET 12330' p,.,, drivon 5/32' x 3-1/B' pins with 011 9,ug, wuher1. or •qua!. 18. Primor: FS TT-P-86a. Typo II. 19. Galva:niz:ing: In accordance with ASTM A 123, A 153, A 386, -or~ ~25:, u applicable. 20. Non-,hr ink grout 'EMBECO" by Ma!IOI Sui Idell. or ,qua I. C. Specl~r Inspection I. Slrudur.il lield welding and high slrenglh boltlng ,hall ha.ve speCl;d inspection per U.8.C, requl1em1:1n!5. 5.02 Goner,! Requir,monl, A. All boll h,.i.d-s rnd nuts lhal bear on wood ,hi!II have m.:rllubl9 iron 111ah,r-s fl uposed or 1;vl wa-.he,s if co!'1Ceiled. B. Exposed welds .1hall be ground smooth, C All weld ~lzes not shown ~h,dl be governed by AISC Table 1.17 2A and 1.17.28. 0. No per1etrit!om; \h1ou9li 1\1\)c\ural 1lul c\l\umn1, bum, or girders are ,,:llowed ucepl u indical,d on slruclural drawings. E Holes !or boll.s in sluel shall be of th@ same nominal dlar-.eter as th& boll plui I/16th of an inch. F. Shop paint dr1.1ctural sl@el w1;irk, ucepl H1ose members or portions ol members: io ~e emb1tdded in Cof\c1a\e Of rnodar. Palflt lh<a ini\ial 2" o1 emtied~ad ,11u11 only. Do not paint sur!ac111s which are to b111 wuldad or high llranglh bollsd with friction lype conneclions Afl@r in~lallalion is completed, ;i.11 welded .and olher aibraded .ir9a8 sh.ill be !ouched up On ,urlaces inaccessible alter .iu0mbly or e,ection, 3pply lwQ (2J coals of th, ,pacified primer, G. All e:d~1 ior 1htd, tnpned, concea\td or vrnb9dded, or wh1,1re cal led lot on \he Drawlngi, ,hall bo thoroughly zlnc·coal galvanized ,flor labric,llon by lhe hot-dipped melhco. Touch· up llf!ld welds with similar galvanlzing p,od1Jct. H. Dissimilar Ma!srials in conhcl wilh each olher s.hill be prohc!1,1d to p1evenl g.alvinic or corrosive action. Use vinyl pru91Jre !ape, polyieobulylene tape, or tlmllar product. DIVISION 06 WOOD AND PLASTICS 6 . 0 I Ou a I i I y Con I r o I : 2 , Root Joi, 1, and Aal lero 2 ~ Fl(lor Joi~h 3 :a: Ledgsrs. 4 x He~dli'rs and Beams 6 , 6 and Largo, 8,,rn, Exposed Beil.m9 Grad• FOHC Vertical Framing: 2,!Slud, 2, 4 Sluds Longer than 8'-0" 2 x 6 and Larg9r -4x4Poats 4 )I 6 Pod~ or Larg•H Exposed Pos. ts Grade FOHC Blocking and Miscel lanffou& E~lerlor Trim: 2. Glued Lamin.1.!~d Beams D,F. D.F. D.F. D, F. D.F. 0 F. O.F. 0 F. D F. D F 0 F. D F . ~l Appearance S\ud No .2 No. 2 No. 2 No. I •1 Appea1anc1:1 D,F. •3 or 8011,r Clear Western Red Cedar a. Malerial, manufac!ure, and qualily e:onlrol shall blil in conformance •llh !he AITC 117, "Design Specific.1.!ions for Slruclural Glued L.imin;itgd Timber ol Softwood Spocl". and lhe NBS PS $6, 'Voluntary Product Sland,rds tor Slruclu<al Gtuod Lam Ina ti:td Timbur • b. Provide AITC ce:!liflcalions 1or all slulam beams.. c. Comblnat ion Symbol a IU.O.N. I: 2~f-V~ !01 SirnplB Beams 2-4F-V8 for Canlil0v1,1r rnd Multiple Span Be.:i.ma d. Appeafiilnce gr.zde $hall be: Industrial 11Jhere O(lncealed, ArchiteQtural whe1i:t i:irpoud or llush !tamed (U_Q.N.). e. Adhesive shall be Jpr we! condillon of service. I. Snail navo, 1600' radius oambor IU,O,N. I. g. A C0.)1 of end sealgr 1hall be applf11d 1D the ends of .:r:11 mi:tmbsr1 .:i.s soon as prHtlcable afler end trimming, 3. Mlcro·Lam and Parallam ii.. Mini111um :,land;nds i;rl.;ill be baud upon Truss Joist p1oduch aind ICBO Report No,. NER-126 and NEA-292. b, Al\ ij1cro-1am and Pn1ri1ll.:r:m lumber $h.al1 be idenl1lli:td wilh slimps noting the name and pl;i:nl riumbe1 of the manufacturer, \he grad@, !he NER report numbi:tr, and In, quality control agency. ◄. Ply•ood ,. Plywood ,n,11 •• APA E,posuro I ral,d IU,O.N.I. Each plec• ol ply•ood ,natl be grad(t tlaimped ln Hcord;anee wllh the APA ·Gulde lo Plywood Grades·, In conformance with lhe Requiremer,ls of NBS PS"I. b. Roof plywood shal I bi! l/2' COX 24/0, lace grain perpendicula.r lo lrlming membe,s balow, stagger ::tdjHent panels by 4 feet, o.all9d with 8d com1111Jn nails at 6-o.c, at all edg01 ;ind at 12· o.c. al all inlerm1;1diate supporlm W.O NI. Edg111 block of unsupporled edges of plywood shulhing onl~ where noted 011 plaL Plyclips or ;1pproved e~u.al conn@clor ~hall ba lnstallfld ii midspan betwu.n uch support when ralhr spt1elng 8rcsed, 15· rnd edge bloc:kfng i$ nol ,peciflad. Allow 1/)6' spacing ii pa.nel ends and 1/8" a.I panel edges. All Cilifornla roaf framing shall have rool ply•ood al bolh 1,1pp1;1r and lo1'er roofs. V11nl allic ,pau lorm11d, c. Floor plywood thill be 3;4· COX 32/16 longue :1,nd giQ,;,ve, l;ce 911,iri perpendic1Jlar lo framing mernbors below, stagger adjacen1 panel, by 4 fe1:1t. n;lled wl!~ 10d commori nail:, ale· o,c. al all edge, and al 10· o,c. al all lnlermedla.lt support, IU.0.N.I UH vinyl coalod ,crow 1hank nail,. Floor 1y1lom shall be lield glued usln~ adhesiyes meelln9 APA Spacitlcatlon AFG-01. applied II\ aec<Hdance wl\h the manuhdurer'! r9COll'ltn8nd,·dion!. Allow 9p.:rcing al 1/8" a! all panel unda .rnd edges. Apply conlinuou, b8ad ol gl1.1e on joists .tnd ln groova of to11gue-and- grQov0 prnels. lntuior plywood shall blil level lo within 1/8-in 96'. All 8Ilurlo, deck$, palios, balconies, landings and similar !pace! shall b!! sheathed In ptyw1;1od wilh a slop, I/!' por tool minimum away lrom building IU.O.N I. d. All o,I01ior •all, ,hall b• ,he,lhod with 3/8' COX 24/0 plywood IU.O.N.I. Typical nailing shall bo 8d common al 5• o.c, al all odgod and 12• o.c. d inte1medlal, ,upports (U_Q_N_L Where plywao.d ihuthing is IJ9.1HI or1 shnr w.i,!ls, ue pl.1n !Qr nailing. Sheath en!irf! wall plrne, Wall ,healhins may b11 applied horlrnnlally or V8rlic.:rlly. Block .all unsupporl@d edgea of plywood sheathing. Allci• 1/8. 1p,1eing al pan@I ends ,rnd edges. Shear wafl plywood shall be placed on the design.1.l!!d ,ide o! duds shown 011 plillfl, The plywood m-9:y be placed on the opposite side ol sluds If II is continuous through all pe1pendicular wall int1nseclion,. Wha1e plywood is applied on both facH of a wall and n.·dl spuir,9 11 less th.in a· o.e. on sith!!r side, p1nel join!s shall be otlut lo !all on dilferenl Ir .iml ng members or I r.imi ng sha 11 b& 3' noml na I or lh i cki:ir and na i 11 ng on uch sld11 s~.all be daggered. 111. Any plywood shv;i.fhing panels u:1111d on roof, floor and wall! ah,111 noi be l@uth.in 24 Inches wide unl!IH all edges of the 1Jndenized shuts ar1:1 Hpporled by ffarnlng member IJT blocking. 5. Solid oriented ~lr.:i.nd bo.ard IOSBI in lhe $ame thlcknusu and shear value~ Mil.y be svbsli!uled for plywood shealhing ucepl below 111111 ltooring, OSB shall conform lo national ovalu,lion roporl QA 397 and APA Sid. PAP 108. 6, P,;-fibr\caled T1u11us a. Comply wllh p11rlinonl provisions ol AITC: ·Tlmb&r Con$lruclion Standard,· and TPI 'Quality Conlrot Manual·, Manulaclured lruues snail b, de,lgnod by• 1t91,lered onglneor ,nd labrlcalod ,Ith ICBO appro,od pl,t, f.,lone11. Lumbor usad in lruHit11 ~hall be DouglH or Hem. !Ir. b. Tru.ss mllnufacttJr&r shall 1ubmil struclu,al c.:i.lcu/alions and shop drawings Archiltic! and Buildit19 Osp;i.rlment for app,oval prior lo !abtlca!ion. c. T1uBs~ ,hlll be desig11Yd for lhe lollQwing rnin. lo3ding IU O.N.): Roof T,usus, Top Chord Blm. Chord {20 psf ior ILtl roof location.! (T &. B chord I Ive loads do not lo tn, Floor Truues: DL , 20 p, I LL , 16 p,t DL 0 10p,1 LL IOp,t have lo be appl iad ill the s.im, t ima. J Top Cnord DL , IO psf LL , 40 ps f 81m. Chord DL 5 psi Mechanical e~uipment, drain lines, sprlnklflr ~yslems, arid lal,,al loading shall bs consldtir@d in addition lo lho:,e loads ll~lsd above. d. Ma,imum dell,elion IDL + L:LI ,hall be: Rool, L/240, Floer, L/450, Floor with Tile:: 1/720. Cambel lruue~ for 1 1/2 tlm•• the dud load dsflllclion. e. Where 2 lruues are fabricated 1ogelher In \hi:, fillld .as a Girder~tr1.1u, theu 2 1rusus shall be ld&nlieal in their oonli9ufa.\lon •nd unleH ptoperly co~ntcled othMwl:iu. 16d al 6. o.c. of facs nailing ih-111 be providsd .ilong lop chord. bollorn cho1d, and all ,ub mwmber$ typically fU.O.N.I. I. All collector, gable end truss/J!I and girder t1usu~ sh;dl 1ecelve ,aof adge nalllns, 7, Plywood Wt1b Joi~ls A, Maluriils. shall rn,u\ 01 uceed th ■ IQilowin~ standards: I, Lumber a. Minimum standards sh.:rll b■ based upon Tru9s Johl 'TJI' products and ICBO a. E"h pioce ol lumber ,hall b,ar lne lradomark ol the WCLIB {or VrWPAI or ol an R,porl INER-200. agency ,,rlifi•d by lho VICLIB. IVrWPAI. b, Joist manulacluror ,n,tl ,ubmil ,truclural calculation, and ,hop drawing, lo lh, b. All lraming lurnbu ihall be sir or klln driad *ilh a moislur111 <:onlenl ot 19¼ Archilec! and Building Department for approval prlo, !o fabrication mHimum, and b@ $lamred 'S-Dry·, c. Joi5h ,hill bs d.,$igned for lhi:t lollowing min. loading: C-All ·nod ln cqnl;,c 11Cith concrete or ma"Sonry or localed w\\hin 6' ol linish grade fl.ii roof jols!: DL: 15 psi $hall b11 preuuro \reeled Douglas or Hem Fir with penlachlo111phenol or approved LL~ 20 psi equal preservative, Floor joi,t: DL = 15 p,I d. All limbers 6 k 8 and larger erpoud lo view shall bl!I free of hurl c1:1nler (FOi-Ci, LL~ 40 p~f wilh moistur1;1 conlenl ol 221/. rna~imom C.M.W.D. NO. 92-309 APPROVED FOR PLANTING AND IRRIGATION ONLY, PRECISE INCLUDING LOCATION OF PLANTING AREAS. .. AS BUILT .. TI 11.E 0ATI: ol the d~b. 1huy shall not b11 placed belwnn lhe reinfo,clng 1h11I and lhe bollorn of the :ilab. Except fo, local off-ul$, min. clear di,l.znco belwun conduits sh.all b11 a·. Mechanical vquipmeol, d,ain pip1,1s, sprinkltr8, ~nd laleral loading •hnra lndical d e, Ma~. deflection IDL + LU ,liall be: PLOT DATE, 2-11-'!Jb 5hall b11 con,idered in addlli,;in to lho9e lo.id$ listed abov,. INSPECTOR OATE ~1:;,',LCJi~o ,---------------------------,-=----=....,=-=-~;:-----------------------.------.-----,------,----.-;::::/=====-::;_J~:::::::::::::::::::=====================::=====:::..::.:.:.:. ___ .1,1 L Concrell! shall ba continually moid cu,ed for 7 day! minimum. Concrete shall bu kepi moist by log spraying, c1Hing ptpei .1.nd/of cur1t1.9 c:om.\:11,11.rnd, appr<:i'-l'ild by \he Englnur. M. Admi~turu may not be uud withoul prior approval o! tne Engineer. Admi~turee uud lo increase lhl!I workibility Qi lhe concretlil shall not red1.Jcl!I 1ha strength of lhe concrele N, Building slab conl1ol !oinls shall be al 16·-o· o.c. mu.imum u<:h way and a\iij!"ltd wilh walls wher.iver poss1blB JU.O.N.!. 0. Backlilling ,h,11 not begin !or 14 days mini111urt1. Slab on pliitl'I prior lo bar.:k1illing o1 all comlrainh are In pLn;e, uni ii masonry or concrete rl:'l.zinin9 memtien have been in pl.ace grad& rt15lraining llie bollom of retaining wall! eh,11 be In walls. Constrained rf!lalnlng walls shall not be b.:rcklillt1d until P. Provide underfloor venh as per U,B,C. 2317.7, !Joor double framed afl!IH ~hal I be v11nl ■d. Add two 6 x I~ vents lo garage, Al I Ii II I Q, Pr!lvide 01p.:rnsion and conlrol joints in all @xl8rior conc1111!@ nlabJ. per industry sl.ind,ud fU.O.N l Varlfy joinl 1.i:you\ with A,chllecl. Sp.acing al joinl3 shal I R. Refer lo .irchiteclvi3.1, slr1.1clural, msch,i.nical. plumbing and electrical drawings for rnou\di, 9roo¥es u,cl C1fn,lm11nl,il cllpi, locallQn of ,leeV111, innrls, tile. lo b1,1 ca,t in ,rnd /or edsnl ol depressions. curbs ind ramp,. , I I con1.:r,le be FI oor •i I h T 11. ' U720 DAHLIN GQO UP 1-----------,c___--+-----------+----+---l---~"------I '.::=l:::::~~=ET='-'=I =C=IT=Y=O=F=C=A=R=L=S=B=A=D==:1..:' '=SH=:o=ET='.S I AQ.CHITtCT~ m ~ <llX!06 619~ 6. DESCRIPTION DATE REVISIONS JOB NO. 145.006 DRA1itl CHECK DATE DLANNEO&e---+---+---------------l----l----+-----1--------l <!aJJIA W.a!. C/\ ,gm l'M w;,,oo,io DRAWN NKK/C.Ai;, DME INITIAL DATE INITIAL DATE INITIAL 3-11-'ie. ENGINEER OF WORK REVISION DESCRIPTION OTI--IER ~PROVAL CITY APPROVAL --------------------- ARCHITECTURAL SFE:C.IFIC.ATIONS 11THE VALLEY C.LU6" !"LAN :,§--fk • OWN B : OJECT NO. DRAWING NO. CHKO BY: RVWD BY: SOP 89-18 361-9L d. Max, dBfl@clicrn (DL + LLI 11\all be: Roof , L/240 Floor , L/450 Floor •ilh 1110, L/720 e. All holes cul lor pen11l1alion~ shall be in strict accordance to lhe manufacturer's g1.i1idelinu. All holu: 9rute1 tha.n 2· shill be-p1eeu\ and iden\ilied on shop d1 awl ngs. 8. Wood/Mot,! Joi.to: a, Minimum dHdard, .shall be baud 1.1pan Trust Joi,t p1od1.1cli and ICBO Repor1 •NEA-148. b. Jo~$! manulac1~r1:11 sha.11 &ubmit tf1ucluqJ calcul,tions and •hap drawing, to !he Archllect and Building Dep.1.rlmenl for approva.l prior to hbrica\iQn. t. Joist, shall be de~lgned lot the following min. loading: floor johts: DL: ◄5 pal LL , I 00 p, I Msdunical 11quipmant ,111d latiir.il loadin9 where indlc~ll!ld shall b11 conaiderttd in \he jols\ de:;,ign. d. M"· dolloclion IDL t LU ,hal I bo L/720 9. N;i. i I$ : ,a. N:t!ling shall b8 as nolr,d on drdwings. II riot sho•n an drawing,, nail inn of framing compontin!s shall confo1m lo UBC Tabls 23-1-0, .as.,. rninimurn. In addition, the lollowing shall be uud 1U 0.N.J: Built up beams: For u~lng mul!lple mernbitr~ o, inletcon~ecl adjacent piece.a a1 follow~: 2x tT111mb9n lo 11 l/-4 dl!'lpth, 2 rows 16d al 16 o.c.: 2x mitmbers ov1:1r 11 I/◄' dsplh, 1/2" dia, M.B_ il 24' o c_ itagger\'ld. 2· mil'\. l1om td9es. Top plates !pli<:u: Platu overlappsd no! less than ◄8': 6-16d each sld8 ol splice. 16d .it 1s· Q,C., d.1g91Jred dlQng full l"'ngth. Mull\plo ,tuds: 16d at 12· o.c. lace oailod. Fac1.a lo end ot t,dter: 1 x 2-lOd; 2 x 2-l6d; 9a1v.,.n1zed. b. All nil1h shall bs common wire QHgtt I! powitr driven nails are lo be used, submit wire gaug@. length .ind head d1a11~hr for reviflw ii not -equ.il to ~ommon wire spH~ i'hu• n.ail.s .ars upoud lo the W11.1lhe1 yse hol-dipped galvanlzed nail~ r ,--:,.;1a! for nails shall be pre-drilled whe1e splill(n~ ol ~ood may occur. ;. Seo Plywood Notos loi n1ilin9 of plywood ,hoathlng. a. For o\hin luleners ue Divisi<>n 05. 6.02 Genual !taming re:quir1tml:!rds, A. Blocking, I: Block floor \oiids al .1ll suppotls. line up double joisl:11 urid&f all walla pau\\el to lloor 101st, rnd sp.1C1.t double j<:1hts 1.rnde, plumbing walls. 2. Provide solid full width blocking l'li p<ai b@low a.!! atruclu,a.l posts -con1inuous \o loundaliora. 3. Provld1:1 blocking and nailitrs for all !inis.!\u ind tii\\.l!U as 1equi111d. 4. Provide blocking in all WAIis s0 lhAI the Uf'lbraced length of :duds does not o:ceed 10 feel. Provide blocking in. walls al uilin9 lirieL 5. Blocking shall h8 used al all roof and floor joish except lhAI roof joi,!s 8a deep 01 leu need no! be blotkt1d tu,O,N,l Rou o! bloc~in9 1.halt no\ De M01e thar, s•-o• 1rom point~ of bearing 11or 8'-0 .. o c. 6. Al I blocking aha I I be 2-. and !ul l width cf membets. B. Holes ,n; Notching, I. No cutting or notching ol posls or bum, aro ,ilowod •ilhout writlon approval by th, Engineer. 2. Jo'rsls and ratti.ir,: Nolchi:is f10ffl lop localed away from bearing not mo,e lhu1 otherwise, and bor&d holes exctedins 2' Engineer_ edg! and bored holes limi1~d to 1/6 m~mber dl!lplh; 3 \1m•• m•mbor doplh: culling or nolcho, <liam,tos. pormll\ed only whon ,pp,ovod ly lho 3. Plates: Top or bottom platu lfl'her, bofe~ l<H plve, and con1h.ilh shill I be spliced with Simpson ST6236 slraps on one side whsn hole is 1/3 lhe widlh of the plates. When lhe hola ii 2/3 of th~ •idlh ol the pl.deis use Simpson ST6236 draps on uch side of the plain. Bor11d holas sl-u.11 be centu@d .i.long 1h11 width of pl.1l9L Notching platu mote lh.an 1/4 of lhq width is not allowed Notche• In plales shoill no! be lon9111 than lhfl pl,de width .and sh,:dl have .a clear dislanCQ bi:dwnn HY idit.cenl hc,di Qcf rrnlc:h oi al \us\ t•ico lho plat, width, "1. Studs: Any wood :dud may be cu! or nolchtd lo a depth Ml exceeding 25 peroenl of i h width. Iii hole not gri:tater in dlam1a1ler lh.an 40 pe1cenl of !he stud widlh may be bored in any wood stud. In no Ci198 shall !he edja of lh1:1 bored hole be neuu lh;:in 5/8 inch to !he edge ol the .stud. 801ed holu shall no be IQc;led al the um9 sec:llc~ ot stud H :a cul 01 nolch. C. Bolls and Strews I, Holes for bolls in w1;1od ,hall be bc;ired wi!h a bi! of the ume nominal di~moler as !he bolt plu, l/16lh of an Inch. 2. All bolls, e~pansion anchors rnd lag sct,w, s:h.all be provided with met.al washer~ under thfl heads and nuts which bur on wood. Lag screw$ and wood scrflllr's ~h11II be screwed rnd nol d1iven ln\o p\ace. All boll~ and lag ac:1ews shall be li9hlened on in1t.1lltliol"I and udigtdened befor1:1 closing in or completion ol the job_ 3. Bolh \n wood stull not be loc.a!ed leu than 7 die. t,om the end o1 !he mtmber nor 4 dia. f,om tho ,dg, IU.O.N.I. 0. G&ner:al F1amin9: I. Nol ieu !h,u) lhru 13) studs ihail be inst.lied at every eorner of an ul1Hio1 or inhlior boaring wall IU.O.N.). 2. Only full-hoight sluds [top lo bollom plat&) shall be, used lor tiedown <::onneclions. 3. All wiridow .and door openings 8 Int and wldtr sh.111 hive doubl, trimers ind double >ing siuds IU.O.N.I. ◄. Beam~to~posl connections shall be properly align1d and with PC brackth IU.0-N.J. ~. All bB;i.m,, [oisls, raltera, vtc. ;hall ba irudalled w\lh lhe crown 1,lde up, 1'11t1p\ al cantilever col"!di ! ions. 6. All [oish. huders. bum; and ra.fh,rs shall ha.v, 1 min. 1.olid level burin9 ol \-1/2" at uch end. 7. Provida doubl0 trl,mer and huder joish al all openin~! t!\a! cul jolat-s. Provide jois\ hanger; where joists Jr.a.me into hudet and huderi lr,1111"' lnlo t,im111er1 8. Provida 2x6 rallu lies at 48. o.c. in lower 1/3 o( 11.ttit. uu. wh~re 1;:ei\in9 )tl~h are M1 parall•I lo raftors IU.O.N.1. 9. Expoaed flamlng !hall be cut iilild placed •ith. rea1QMb(,; HC1Jfe,c.y aad t.hall be Ir~& lrom shinMd• and olhu d1:1lech of workmanship. 10. Corblea. knee bracu, etc .. shall be const11,1ction tlillecl materials, II, Al double framed floors ·slaepers• sh.111 be, perpendicular lo frilming below. l2. Whe:1e 111iqu\rvd, prB111,1re \1eal hr lire 1el;i.rdi111Ce all w~od maleri.11• ucepl ilt1m! of lomporHy construction. Tre,al with lire 10lardint chemical, to provide a flame 1p1s:;id and ,moh density ratlnij not to &1:cud 2$ .,_hen leslt1d at Fed. ASTM TEST E84. Furnish t,uted m;,,lerial wlth label or cerlilicale .,_tlesling lo trealmenl. 6,03 Allie Venlilalion Reguiremenls Providr, .itllc 3nd Hf flt vflntil;.Jioo a:s pur U.B.C. 1$05 3 Ven! all double framud areas DIVISION 07 THERMAL AND MOISTURE PROTECTION 7. 0 I Ou a I i I y Con I r o I A. Matflri;i.lJ sh;all meat or &K<:eed j~e, following s(anda,ds'. !. in,;\.i!a.\ioti: thli s&c\ion no\ used 2. Roofing, a. ldl work shall comply with the t-(:RA 'Roofing and Walerproo1ing Manual." b. Roofing m.,_la,i.al shall be !ibergl:;is reinforcad cementiliQ1,u $late Iii~ with 30 I~. lei I ovor 183 cap ,hool over ,h,.thing and ,hal I bo applied according lo m.1nulac!lJrer'5 in!lruclions. c. Th~ minimum perlo,mHc~ shndard tor tile roofing shall b& S\ale/Seleol. Inc. !ICBO •AC-07] or equal H approved by Owner, and bear a UL Class "A' fire proof r;iling. lnslallBd w1:1ighl sh.t.11 b1:1 ,a maxlmum Qt 700 lbL per squ.u11, Trim units sh.ill i11cludg rnanulaclura,·s sland.1rd rid~e, hip rnd rake pi9Clls, Color as $al Bled by Owner (U.0.N, ), Minimum QIHI na1 I per l i le, two n;i.i Is on ill rake tile. Minimum pitch ihal\ tie ai per m.a.nuladurer's recof!lmendations. g. Undarlaym,nl for tile rooting shall bf! 30 lb. asphalt- s:a!uraled organic roolin9 !ell, complying with ASTM D 226. 36' wide appl11;1d per m.anulac1urer s racornmend,alions. Ftill $hall ba installt1d Ov'ilr ~!',(I \~y~r •8-3 liberglas ~ap t.hnUro\\ r1Jolin9. Applica\ion should have .a 2· headlap, 4• ,11idelap. Exira underl.aymenl should be used al the hip and ridge. h Ro(:dlrig 11.1111 shall be ilutnlnum or hot dip gal\f'anlad ll or 12 GA sharp, pointed convenlional roolihg nail! wilh barbed shankL min. 3/8. dla. he.ad and Qf su\tll;i1:1n\ length to p11ns\1a\e min. 3/4" lnlo solid decking or lo ponotralo through ply■ood ■h••lhing IU.0.N. I. i, The ,ooli"g con\1a.etof shalt s.upply to the, Own@1 a 1rrithn 91Ja1,rntu \o repair wilhout cos! lo lrle 0.-Mr, any luks due to !.1ulty malttri.ils or work111inship, which devfllop wilhin I year lrom lhe dale of accophnc• by Owner o! completed building. Duriny lhia lime pe1iod, ant ropair work required becauu ol Acl ol God, .abuu, alteralions. or tai lure to lhe substrate an~/or s1.1pporllns drvc\u1e (olhlH lh;i.n ttu1 c11.1ud by del&eh in the roolln9 world $hall be completed by the conlrado, and piid for by the O.ner, promplly alter compel lion of the requir11d repair 1tork in each indance. The rooting contraclo1 ,hall furnish !hi, manuliclurtr's shndard limlll!ld material warranly tori minimum (If 10 years from the dale of complellon (if the rool. 3. F\nshirr9: a Al I •ork ,hall comply wifh lho SMACNA ·Archiloclural Sh881 Mela I Maua I·, b. Al I molal fla,hing lo conform to AS™ A525. conrnoroial grad, .,th 0.201/. copper c. Alf melal llashin9 shal I be 26 gaugci, fer •ork lus than a· wide, 20 gaugs lor work overs· wide or as indica!ed on tho dravtlngs, Uu 20 ga1,1go minimum lorclips. d. Sher,! metal lluhing shall be installed al all localii,ns where diflerun! matulAI inhnad such~, rool lo w.111, root lo iool deok/b.!t:lcony/landing lo w~II, puietralion; into walb, chimney$ and as d"'tailed. Flash and counlflrllash a, reqvi red lo mike •a1erl lghl. e, The center of all flashing 101 all !~rough venh ,and all l:!leclrical service connections. shali nol be less lhan 16' f1om center of any valley. See manul.acturer'ii printed installalion instrucllons r&tJommendatiQnt lor rocling ! l I e _ 4 Shealhln9 Paper a. P,ovlda sheathing pap9r under exleilor melal lath 5iding. under m.asonry veneer, undei metal IIHhing, detailed. rnd plas!er, u11dar wood and where lndicaled or b, Use 15 lb, asph.al!-saluraled organic fttll complying to ASTM 0226, Type I. IU O.N. I. c inslall single layers on vertical surf.Ices. double layer over wall capL And where Indicated. Doubll!'I ls1ye1 behind masonry veneer with corn&rs double lapped. For addillon;i.1 l11lormalion regarding irisl,ill,lion behind stucco .see Division 9. d Lapping, Horizon!al Joints. l~p paper as detailed and not loss than 3 inches: Wall Ceirnf!lrs: Wrap paper lo ove,\Ap M! lt;iU than 1~ intJhU each ,ide of corner, Vt1r!ical Joinh: Lap papt1r not leu lhan 6 inches. e. L;ip papei ov1:1r hea.d flashings and base Hreeds, roof a.nd wate,ptooi membranei. and under sill 11.uhings. Trsal pene!tallon! and other delail9 u necu~ary 1or adequala w1:1ather pro\ecUon, I. _Wall openin9s; Individually flash all ederiot openln~i hr 1iitun~s r.o,,1ch as windows, doors and vent& to m.ake lhem waterproof. Fluh1n~ material sh.ill provid11 a iour hour minimum prolHtion lrom waler ptntlrat1Qn when luled in aocordance ■ilh ASlM D-77Q S,alanl ,hall comply le F.S. TT-S-1657. In high wind areas W.R. Grae, ic, arid •aler s~ield shall be used, ovsr solid b.acking. Flashing m.!t:lerial at least gr wide shall tiu .ipplied In a. wolh1Hboard (uhion. buginning wllh lh9 sill with a strip long ttnough to projed beyond lh• 1•mb flashing to be applied. The two j,mb lfa,hlng, '" fhen applied, wilh -sullldent l,rn9ih \o e:dend 1',eyond 1h13 !lll !lashing, and with lhe same did.inclJ .al lh1:1 lop. For lfxlures without nilil on flanges the flashing sh.all be 12_. minimum 'l'idlh .1nd ulend into the ro1Jgh lram11 al lhe sill and j.imb. For nail 011 lt~nge /ixlures in$hll by pr@s,ing llange po;llively ioto a c:ontinoou~ bead ol seal.int which exteod, around lh@ boltom and ,ldu Qf lldu,e Apply Iha lop koriMnla( l(;ut,.i!\g lad, suf!icl~rn1 length \o ex\ll'nd beyond lhe jamb \lashing. Overlap ,od ooal again,! lho top nalllng flang, or GS~ ho,d 11:ishing with .a conlinuous beAd ol Hill.int. Apply remafnin~ wall she,cilhing papitr in a wealherboard !ashlon wilh the slll 11.i:shing lapping 1;1v9r tna lop and lhB h@ild and j.1mb !lashing~ below. 5. Shut Membrans W;i.Jerproollng a. The minimum perio,mance slandard shall be W.R. Grace 'Bllulhenv System 4000-. no .s:vba!llutions allowed. All products rnd componenh ,h.ill be by same mrnufaclurer. lnstell In slricl ,1i;:oordan.c11 w!th iMni.dac11.&qH'1 lnslruclions lo auure walerp,oof inll:!grlly, b. Qu;illly Auv1anc"', Pre-inihlh.tlon con(Mtir-.c,: A p1e-lni\al\atlon conh,ence ehall Of! h@ld prior lo comm8ncemenl of li1Jld operations: lo ee:labll9h proc&duru lo maintain optimum working conditions and to coordlnal1:1 1his work wi\~ rel11led and adj.ic:eril work. Agenda for meeting shall includ8 reviaw ol special delaih and fla$hing. This maellng shall Include 1he represenlalivas ol !hfl General C<lrdraclor, Applicator, M;in\J(Hl1.1rer, ar.d Archi!ecl. A lrained itmployee of lhe manulaclurer shall be on site pariodically dvring mBmbrane waterproofing work to review in$hllallon pl Qtadur @s. 6. Roof Access or i u 7 Caulking and Sulanh/Locations: .-Sulant Locations. Loc:alioris Heh as ce1a111ic 1ile, plumbing lidure1, and ottier •h1:1re mildew re$islant sealant is riquir-,d, Locatiol"I wht1re high degree of moverneni i, anlicipete-d. Joinh .thd cracks around window•. lhruhold$, door fraru~. wall p8rietr.ilions, connections and olher joints necuury lo ual off b\.illd!ng from outs id~ .iir arid moislur1:1 Between ut11rio1 wall sole plate and slab on grad,, All joints n9c1.i,siry lo m.1kv th• bulldina 1'.1lerll9hl and to pr0v,nt Iha p.issage of dirl, dusl, wind, air 01 waler, Al ird0rio1 frw,;\;ile-d Hund 'Ulla. Fire slopping al penelralions of fit!:' rahd .HIH'lblies. b Minimotm product standa.rd! tor sul.anls !hall be H follows: E'.derior Windo1t and Door Frilmes and Muonry to Cem&nt Plaster: Sonolalic NP2, by Sonn11born or equ;il. Color lo m.1li;:h 1011 surlac, !n\erlor Sound Vhlh ~\ $ill: Tremco .il!;:01.1stic.al Sulrnt or equal. Wood Sole Plate lo Concrete, Window Sills artd Door thresholds: Dow Corning 790 Silicons Building Sealant 01 tqual. Color: Nalural Stone. Painted Exla1ior Windows Fra.mu lo Mela.I Fram,u or Flul'l(n9: Dow Corning 999.A. Glazing Ssalanl or equal. Color: Clur, Ciu\ldn9 !or Jcdn\s in floor Slabs on Grade; PRC Rubber Caulk 230, lwo-par I sol 1-fovol Ing polyurtlhano, Shore A h,rdno!S 35. Joint Fillers: Closed ull inert polyurel~ane Qr polyelhyleMI u rflcommended by cc1ulking manufachner, Width or dia.meter of pr@lofm~d back.lri.g mahria\ lo be \-1/~ lo 1-1/3 \imu lhe width ot the joint lo be !ea.led. flra s\()pplng, ,1,l peMhalio1n ct tire raleO asnmbllt1$: 3M Fir9 P,olecllon Product, CP 25 Caulk. c C.iu1k'1ng and isaalanls ihall be intlalled per manulaclu1er'1 wrillen specific-al ions. Consult m.inuf.-clu1er wh,n nillant unnol be applltd wi!hin recommerided lemparati.ire r.artg1U.. All up.and cJ1.d~lr1g stu!I be lree ot w,inkles, .u~s. ai1 pockets, ridge1 and embedded impuriliu, Aller 'loinh aie complotoly 1,11,;, lhoy ,hall bo toolod lo a ,light. nul conc,ve jo nt. DMSION 08 DOORS AND WINDOWS This Seel ion nol used. DIVISION 09 FINISHES 9.01 Oual i ly Control A. Matuial1 shall rnnl or ucnd the following slindards: l. Sll.lCCO -I coal s.yst-arr.: Thh Seclion not uud. 2. Slucco -3 coal system •· Applicallon ,hall bo In compll,nca wllh applicable o,cllont of ANSI M2.2 'Por\land Cijm1;1ri\ .rnd Portland Cem11nt-Llmtt Plasierlng. hlerlo1 /Sluccol and lnlorto,·· and ANSI A42.3 .L,lhlng and Furring for Porlland Comenl and Portl1nd C11m11rit-Lim1 Plulerlng, Exterior (Stucco) and Interior. b. In addition, ma!erlal, shall meet or eHevd the following: Portland cement: AS1M C 150. Typo I. n,tural color. Spoci,1 fini1hin9 hydra led I imo: ASTM C 206. Type S. A99rlil91l'111-: ASTM C 14-4, ~t! und to pus Ho. 8 1leve. Cement Pfa,for Finish Co,t: A packag,d blond of Portland comonl IAS™ C 1501, ~ydratod lim, IASTIA C 2061, rnd proporly grad,d quality 20 mf!h aggregolo. •llh lntogr,f color and pain! llnlah. Mixes: Job-mlxt1d cement plasler mix, 8ondcrete or Mortaual MaHo·s Lime with Porll.rnd Cement and Sind in accordance wilh ANSI A.◄2.2, Type L. Proportions: Scratch Cijal: I b.ag Porll;rnd cemertl, 3/4 la I bag llme lo 6 cu. fl, sand. Brown Co:d; I ba9 Polllanc:1 c1:1ment, I tiag lime, f3 lo 7 cu. II. silnd. Fini,h Coal: I bag Port Ian; com,nl. 2 bag, llm•. 7 lo 10 cu. II. "nd. drawings for loea:!ion of cement plHler finish coal. s,, M1<imum Slump: 2-1/2 in. u,ln9 Slump 1,.1 AS1M Cl43, modlllod slump i.;o ne 2 I n. 1 -4 I n. ~ 6 i n. Wall Me\al Lalli: Al verlic~I aurhce: Pape1-backed lath, USG paper-back4:1d la!h or equal. No. 17 gauge galvarilt!!d ,!ucco ntlling mee!lng Federal speclficadion OO-L~IQI with h,o hod2ortla! No. 19 9~u911 \la!·-ordad wlrH at G Inches 0,C, over one addlti<:1n.il I.ayer 1SI, Type D fell. l$tt1;1 Division 07l. lc1\h al 1'101l2:onl~\ ,cif!ll: Galv.anlad muh, 3,4 lb•hq, yd. over l layer of 15•, T yp• D I, 11 . Sl.iplu: 14 gauge wlr, 5faplea, divt1qJ1nl points, 3/4 inch crown, lin. legs, Hail, lif ,oil It ouppoi!od by wood framlhgl: I 3/4 Inch 11 gauge. 3/8. head, 3/4" ■"hor. Stucco aceeuories sh,11 mul cir e1c::eed the clrhrl.a ol ASTM C1063 3. Cerne~t P!&s\tf, Gene,al a. Finish l8dure and col<:1r ,hal I be as approv,d by Own11r. b. Climale conditions; Air le,mperal1,1re niusl be ◄OoF. minimum and riling whtn af)p!ying cemetil plule:1 or uterior llr,lsh ooa\, .ilir lernpera\ure mvd remain .abovtt ~OoF. !or A minimum of 24 hourL Conault Nallonal Weather Ser...-ic9 before beginning wor~. Proletl tem1nl plaster and uterlor finish coa! lrom unaven Hd excess iv~ tYiporil!lon during hot. dry wulhe,. c. "-l(Q'f~b!e Tolerrncu'. Ma-,;imum de-.,\:i\lQn !,om lfu& plan l/8 Inch In \0 tut as meuured by slrAl9ht odge placed a! ,my local ion on surface. d. F\old Sample: A umple panel ,hall bo propa"d appr01imaloly 2 foot by 2 f,ol. This Hmpl• p,1n1:1I will be a sepa,ate pail ol the project. ln!lallation shall no1 pracaed until Iha sa.mple panR( it accep\ed ti.y lhe Arthlhtl a.nd Owu,. The sample shal I isho-,v colo,, lexlure, and workm11n,hip of I lnished work. The !limp le panel shall remain on !he pro/eel tor tompHison purpoieR with lh& alu;il work and shall bt removed !rc.m \ho 1lh a.tier c;:omplelion a.nd ~cci:tplrnc, ol th, work. e. Other malerlali •here ;ipplioable-; Stona Veneer. ICSO 13568, Eldor.ido Slone Vsn111iri,, Tuscany Country Rubble. Provide a1chstonu, w.alnsc(d ,1119 ilnd c;o1nu and trim pieces in ma\(hing color at lndlc;:;,,led on the Drawings. Install stone veneer per ma.nulactu,e,'s insl1u<1lions. Primer/Adh1t1 ive Mi,:lure: A field-mixed blerid of 9fand.Hd pi;ilymu~based primer .!t:dh,~i-va a.nd Po1tland eemenl. F(H uu e.s ,i p1\mi11 e.od \eve\91 o"e' cemenl plHler brown coml and for use as an adhesive for hbric arid polystyrene board and moldlng5. Acrylic Resin &ondir,9 Agent: Bon1el, L1.mms:'lllay, or approv1,1d aqual. Fer use on concrete 01 masonry bafQri, appllcallon o( cemenl plnt,r A;d Ml,lurB1: No add mixture, or plulic c,menta •Ill be ,!lowed wllhoul ,pprova I of tho Aichi \eel. U,O.N. opansion and control (oinl! shall bi, in,lalled 11.V111ry 1 ◄~ ,quH@ lee\ 112'-0~ max., each direction), Local Ions $hall be 1pprov1.td by the A,(hiltcL I • Cur i ng: Wsl baH a, necessary belore application with line fog s:p,ay lo prQduce unilo,111 moisl condition. When raquired, .apply bond coil! lo concreh bass rnd molt! cvr"' /or minlftlum QI 24 hours belore 3opp\y\ng lirst coal o1 c&,men1 pl.nler. Do not Apply brown coal •ooner lhan 48 ha11rs a.th, applicilion of scratch c11al. Do nol .apply cemant plaler finl,h coat Hon1:1r lh.a.n 14 day, after applicilion Qf brown coa 1. Inspect and repa/1 base coats befart;i epplica!lon of linish co.al. C1.&1fl bilse co.ah minimum ol ◄B hours alter applicallon. Ma\nlaln moist condllh1ns by llne log spray. Cvre llnhh co.al tor m!!'l.lm1Jm ot 7 d;,y1, -4. Gypsum BoaJd ,. t.lalorial. apptlcal\on, and linl,h 1holl comply lo ,pplioablo ,oclion, of ASTMC 840 ·sf,ndard Specification for Application and Finishing of Gypluffl Boord• and 111 referenctd Jiand;irds. b. Specillc ;uambllss lor fire rullv11 and ,ound lrammi!sion conlrol conslnicllon 9ha\l bt H sped lied ln G1'-600 'Fire Anist.anc, .rnd Sound Control 01:11ign Manual lor Gyp,um Prod•cl•· IU.O.N I. c. P1ovide a on9-hour Occup.iooy Separation w.ill belweeo gar.ige (Occupancy Group U-11 and dwelling !Occupancy Group R-1 or R-31: 2, 4 wood 1lud1 at 16" o.c. wilh vs· Typ~ ·x· gypsum ·10.llboa,d Ion g•1a9e ,idel. nal\e,d wilh 6d cooler nails al 1· o.c. tU.0.N.I. d P,o<iu<I Appt ic,t ion lU,O.N. I: I. Use 112· gypsum board on ,11 wall, and coiling, \ASHA C361. 2. U~e 1/2" tittal4H ,e1ht11nl gypsum boa(d al ill -.nil\ a(UJ 11Jbjetl lo .io\1\ure IASTM C6301. 3. Lise 5/8" lype ·x· gyp~u,n board at all w~II and ctlling a,i,a, of firtt rtsistive con,lru<lion tASTM C36 and C630J. 4. U,• 1;2· QYP'"'" ,ollll board at .. torior sollils !AS™ C931). 5. Radius corner bud, !li'iil I b1,1 <1-l at l (nd1 \de co1Mrs. 6. Al I p.alnled are:u ,h.al I 1eceiv1:1 ;i lexlu1e uc,pt in garage <'Ind mecha.nlc.t.l clouts, The texl1,11e sh.all be u specilled by the Owner. 7. All are.as to racaive WAIi covttrlngs shall be lapod and 1andl:!d ,moolh. e. Fi,ld Simple: A sample pa.nel sh.;ll be prspared app1oxim.all11y 2 fut by 2 ful, This sampl1:1 p.1ri1;1I will Oe a upar,il"' p.tll ol the projsct. lnslalladlon shall not proceed unll I the sample: panul Is ;iccepled by the Archllecl .ind owriar. The umpl, shall ,how i::olor. tnl\lrt, and yrorkmrnthip ol llnlsh11d worL The sampl111 panel ~hall remain en th& proj,cl for comparison pu,poses with lhv actuil wo,k and $hall bl!'! rsmoved horn 1h11 site 11hr completion and ai::cepl:rnc0: ol ltie work. 5. Ti le: Thi, Seel ion no! uu,d 7. Res\\len\ Floor\ng: Tills Section hOl uud 8, C,rp•ling, Thi, S,c\lon not ""d. DIVISION 09 FINISHES (cont.) 9, P,inllng a. Application !y_,lum, and materlali $hall comply to the P.D.C.A. "A1<1hiteclurAI Specifications h,fanual, • b. Painting ,hall be includ,;, but not llmilod lo tho lollowing IU.0.N.I: I. ,A.II exposed metal. Thi; lncluda, !lathing, icuppers. gutters, down,pouh, louver~, 911les, 1alllngs, etc. Sheol me!al roof valleye, roof lluhlngs and v;lleys shall he painted lo malch roofing meter I.ii, 2. Al I uposed uler ior v,ood ~hal I be painted and back pl imttd. 3. All precnt expo:1sd <;()nCfele ~hall be ualed. 4. All doors and lramn 1h1II be pi!lnled, alle, being hung and lill&d. doors !hall be p~irde-d 01'1 All si~ sides, ~. fdl gypsU'rri board shall b9 p~lrded ucapl in garige or mach.rnlcal clouh. 6. All gypBm board receiving '!"all coverlnj sh.ill be primed. 7. All expoud Interior wood ~hall be pained, Including cuework. .-here Indicated. c, Surhce• n(II lo be painted shall include !he following IU.O,N.1: 1. Prullnl9hed material~ ,uch as acouslitJ celling board. ba~od and porcelain ,n,mol, plalod molal,, lamlnalod plaatlca. vinyl,. ,I,. 2. Sla!J\leu !!-tul, b!\lnU, ""d alumirium. 3. Do not paint any moving parts or operating units, mHhanic.,_I and electrical parh, i,vch a1 valv111 .and d.imper op11rAlor1. linkages, Htnsing dQviees, motor and lanthalh. ◄. Do nol paiinl over any code-requirsd label!, such u Underwriters Labor«loties and Factocy Mutual, or a.ny aqtJlptr.i:rnl id'!nli!ieit\on. p8d1>rmance 1allti9. name, or nom~riclalure plih,. Neally mHk all such il~m,, and remov, m.a!king al c0Mpleli<1r, of painting. d. Owrter shall select paint colors. e. Palnl all metal ritgi,len and grills lo match adjHenl surlac&s IU,O.N.J, f, F'~inl all guiters to malch lasi;:l.i and palnl all downspouls and vsnls to match adjacent surlaces IU.O.N. L g. Kllch1:1n and bathtooms shall receive 1emlugloss enamel psint IU.O.N.J. DIVISION 10 SPECIALTIES This Seel ton not u1ed. DIVISION 11 EQUIPMENT This Seclion nol used. DIVISION 12 -FURNISHINGS This Seel ion nol U! ed, DIVISION 13 -SPECIAL CONSTRUCTION This Sec1 ion n0! used. DIVISION 14 -CONVEYING SYSTEMS Thi, Soclion nol u!Od. DIVISION 15 MECHANICAL This Section no\ used. DMSION 16 ELECTRICAL 16.01 General Requi remenls The tontiac\01 shall be ruponsible 101 proper installalion, placemen\, and puformance . A Electrical system~ arl!I !hown tor lnl11n\ only, These sy!litms shall be engineered by others. and buar their bb,1 wherevt1 d:tndtHd! havt been eslabl ishad ad !hair label service is re.ou/" /V furnish,~. B. J;ila er1~ls and eC\u1pmenl shi!( bli! nsw and 11\ted by Unde1•1ile1 s Lllbo1alQ1\ri~, Inc. IU.L.l C. Survioe, DlslrlbutiQn: I. Main olectrical ,ervlco ,hall bo 200 AMP minimum IU.0.N.I 2. M.iin urvici panul eleclrical lo-,d celculalians shall conlorm !o NEC Section 220, 3. Install a main servioe disconnect a, per NEC 230n7Q, ◄-Pr~vidt 1tound\n9 at ·U1>1ica er.franc& lo comply with NEC Section 250-81. 5, Branch c1,cull load dl1!ribulion shall conform to NEC Sec!ion 210. 6. Panah and sub-panels sh.,.11 not be localad in clouts or similar confined q1He1. lNECll0-161. 7. iA.lumlnum wire 9m.all than No. 6 A.W.G. ,h.ill not be u:i-ed in eleclrlc.al wiring. 8. Protoc\lon of wlclng ,hall be" p,r NEC Soction 320. D. Receplacle Oullel~: \. Oulltl boxes on oppotile side, of raled wall1 {wall sep.arallng gaiage lrom dwelling) shall be u•p.t.raled by ii horizontal dis lance o! 2◄ incheo, IUBC Seclion 709.71. 2. Provldo GFCI IGFII proloclion por NEC Socllon 210-Stal. 3. Outl,I lonlions shall comply wifh NEC Secliona 2l0a5Q and 210-52, ◄. Install outl,I, at f'-3" abov, llnl,hod 11001 IU.0.N.I. 5. Swltchod ou\lol, shall bo ono-h,11 hol IU.O.N /. E. Lighling: I. Owner 1hall select all lighting fixlure11, 2. All llghl li•luru shall comply to NEC Suction 410 for !ype, ratings, and irulallatio11. 3. Fl.tu" loc,lion, sh,11 comply lo NEC Seolion 2\0-70 and 410 C.M.W.D. NO. 92-309 FOR PLANTING APPROVED AND /RR/GA TION ONLY, INCLUDING PRECISE LOCATION OF PLANTING ,.~ AREAS. II '' • "AS BUil T'' -4_ Ctllln9 mounfad junction boxe, !hall be capable of supporllng 60 1 minimum fU,0.N.l ind supported a,, per NEC Section -410-16. 5. Flduros Installed In clo,ot, ,hall comply lo NEC Section ◄I0-8. 6. ln,t,11 ,wllchu al 42' above lini ■hod floor IU.0.N.). 6 I/Till£ DATE F. SmokeDet,clor,: Seel ion 310.9, I and accord.a.nee wllh lho ln,lall 110 volt ,moko ;,locfor, wllh ballery backup u con!orming lo NFPA 74. Install the detector In ,t,lcl manulacturer·s printed in1lallalion lnsl1uctiori$. P" UBC j ~EVIE'NED 0Y: INSPECTOR DATE DAHLIN GQQlJPr----+-----+-----------+--+----+-----l------l ~s~==~ET+l=C=IT==Y =O=F =C=AR=LS=B=A=D :'...:::::\ \ s=H:i~Ts \ A 'QC H I T t CT <!> D L A N N r.: 'Q <!> t-----t----+--------------+---+--+-----J.----l '-11 ,!OIi!! ~ .!OWi,\ Dt.ACll. CA 'firm 619~ fM619~ 6 DESCRIPTION DATE DRAWN REVISIONS JOB NO. 145.00f> DRAWN Nl<K/C.AG DATE INITIAL CHECK DATE S-11-"18 ENGINEER OF WORK REVISION DESCRIPTION INITI"L D"TE IN\11AL OTHER AP'PROYM.. CITY APPROVAL \ HITI:CTUAAL 5Fl::CIFICATIONS "THE VALLEY CLUl3" SI~ .. ' ._,., !"'I.AN - APPROVED ;~(/_ ) t/-z/-9£' ,u. / OWN BY: PROJECT NO. DRAWING NO CHKD BY: __ _ R:V'IYD BY: SOP 89·18 361-9L "' "1 I-w w :c rn w w u, ' w z I I I I ::::; I ::c: (.) I-< :I ~ t "I <!. .u--+<!. _____.,.,. I t-----t--H I • I I , Tl---+--H 1. la I ~ I I MATCHLINE-SEE SHEET 22 ,!Rt-.-., I fl, l ' ,. - ~·~~' ~·-~-· ~ :r: ' , ra 0 4 8 I 6 I . ! I . I , I I ~ I ' I I ' I ' ; I I ' I t ' , I I ' I , ' , I I I -, I . I I --,(\I. I-w w ::c en w w rn ' w z -_, ::c: (.) I-< :IE I-+ I I It 1, ' L- -------- NOTE KEY MAP .., N.T.S lliP IRRIGATION LEGEND SYMBOi DESCRIPTION M WATER METER ~ AUTOMATIC CONTROLLER ~ AUTOMATIC RAIN SHUT-OFF DFVICE (2:(S) PRESSURl. REGULATOR WI WYE STRAINER ® FLOW SENSOR EB BALL VALVL (!; QUICK COUPLER VALVE '3/ MASTER VALVE "' REMOTE CONTROL VALVE (RECLAIMED) '\f REMOTE CONTROL VALVE (POTABltJ EBJ)18j RED. PRESS.BACKFLOW PREVENTER NOTES: L ALL "S" STATIONS WILL BE CONNECTED TO "S" CONTROLLER SHOWN ON PLANS BY DELORENZO ASSOCIATES ( CITY OF CARLSBAD NO CT-88-03-2). 2. CONTROLLER "S" SHALL BE HARDWIRED TO "AA" CONTROLLER USING RAINMASTER EV-CAB COM. NOTES: DETAIL NIA A/24 NIA E/24 Cl24 D/24 C/25 8/24 B/25 B/2o Fl?4 SEE SHEET 24 FOR IRRIGATION LEGEND SEE SHEET 24 & 25 FOR IRRIGATION DETAILS PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL Pl 0 1NG, VALVE BOXES, BACKFLOW PREVENTERS, ETC. SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATIO'J EQUIPMENT SHALL BE LOCATED IN HARDSCAPE GROLP VAtVE BOXES AND LOCATE IN SHRUB AREAS WHENEVER POSSIBLE SEE SHEETS 26 thru.28 FOR IRRIGATION SPECIFICATIONS C.M.W.D. NO 92-309 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ''AS BUil T" TITLE _____ _ REVIEWED BY, INSPECTOR DATE DATE fSHm7 CITY OF CARLSBAD ~ --+---+--------------I---+---+----+-~ ~ PLANNING DEPART~ENT ~ ~==:'.-==========::::::..'.:=~ LANDSCAPE IRRIGATION PLAN-COURTYARD FOR: "THE VALLEY CLUB" 111.1121 _______ 11f[8QSJ2ndSlJBMIHAL ASSISTANT MDEtt PLANNING DIRECTOR 1,o,~111 ____________ 1--:c:-=-+-::=-+--------------+----+---+-:~-+---=----l DWN BY: __ ,.,. DATE INITIAL ,__DA_T[~_N_TIAl____.,_D_AT_[~N_T_IAL-< CHKD BY:_~ ,.. ... .,--._,.,,,.,,.,,,. .. .,..,....,.,,..,mn1111B.----..,,.,..,,1,,,, .. .,,.11-.••mii1111,iiBr--ENGINEER Of w REVISION DESCRIPTION OTHE~ 1'PPR.OVM.. CITY APPROVAL RVWO BY: PROJECT NO. SOP 89-18 DRAWING NO 361-9l I . ' ·-_., J ' --... _' i~/ ·_,--\ ', I' -~IG' \ r-1V i•· II j 1• i -~:::;,_-7-._ --'-I ---------:--_.....'~., ....... , \ :-\ !"-------~r I A ,' ··--r--~-.· , L·_. -,, .-----, • I, \ ·, -:~":.--:.,1 ~~--j("'" ',,--· ,1--t=tti -·_::· '"l ~-:::;,-.=>--~-. I I ., I I I I _ _. ~, / ,(I ~-: /' ! : I -------+---- • MATCHLINE-SEE SHEET 22 ---+----4-----!---~-~-- ,f' ' f'i. ,~~~-----t--,--,-----------....=-=..r::...:::1-=...::r-=-=-=....::::-=...±:-=..r::....::::-=...::r-=...±-=...I-=...±:-=..c:...::1-=...::r-=-±-=...I-=...t-=_c..::t-=...::r-=-±-=...I-=...t-=-.:;~-r4~~ \ ~ ~ n n ! ;:=:' =======================:::'.=:====; ! ' 1;.,-·-'1"1.=.--1.: 1-+--+--.l"PM'!". "'!.~M----+--1'1'-1:::::!::;::=fli==~~i:::=:::1!1=;;:d:Q\ 1 __,....__ ·-r·----r- 1 ' 11 '~~+--t----~~~¼z, ~, H---+---+--+-----i7T r 11------,---t----+--~-r------·-----r-'::~-,· -' ' , i , l-·· ···· ,. ---~ -·-··---+-· ---;, ... J ___ ,~ Ii• -----+--------- I j<Dl-+--,--------H LJ n I LJ I; ! ~' -=========================================; I r I ' ,; ,, I l,. ',__ "·.======~_. -=•= .. •======================; n ,:,; J 0 I I J r i 1;==============::-=-==================:::::::; I ~ • I n :===========-===========:::;:::::; u . I I 1 ----+--L------, 1 , I I ; ·-'7'' ·---.. --·-+--·--·-------+-----1---1---.-----+ .~--+----~·-,··--..... --+---+------,---+----+--+----+--+-------+---+-----' ' I I --+--------+------- ~ . ! '! ,-, . i ~1-------+-1 OH'----1---~'-----+-----'--~--1µ::::;::1;; ' ~ ' ' ' --0:>A';\'i \ \ \" \ . _,_\ ..... -~~~m\ \ \ -I ➔l .. 11 1 i I ! I ! I --,F"":;c<-L..l .... -. 7 I I JI I "' I I· / -o-::>t-Llli I lll'lJ.. ~ . --·---· ·-+--··-· -·---·-·-. ........ . --.~ ........ ---- / lu---~------------------------~-S: / ,en,-.... / CQ::::;~r-----:---...---.. -~-~ ____ \~i:r-\":-" / =-:·,.a-'=': -, KEYMAP 19 N.T.S. IRRIGATION LEGEND SYMBOL DESCRIPTION [M] WATER METER ~ AUTOMATIC CONTROLLER ~ AUTOMATIC RAIN SHUT-OFF DEVICE '··-·· '· 00 PRESSURE REGULATOR W/ WYE STRAINER CD FLOW SENSOR EB BALL VALVE 0 ' QUICK COUPLER VALVE ~ MASTER VALVE ~ REMOTE CONTROL VALVE (RECLAIMED) ~ REMOTE CONTRQL VALVE (POTABLE) EB1XlEB RfD. PRESS.BACKFLOW PREVENTER NOTES: L ALL ·s· STATIONS WILL BE CONNECTED TO ·s· CONTROLLER SHOWN ON PLANS BY DELORENZO ASSOCIATES ( CITY OF CARLSBAD NO. CT--88-03-2). 2. CONTROLLER "S" SHALL BE HARDWIRED TO 'AA' CONTROLLER USING RAINMASTER EV-CAB COM. NOTE: PLANS ARE DIAGRAMMATIC AND APPROXIMATE ALL PIPING, VALVE BOXES, BACKFLOW PREVENTERS, ETC. SHALL BE LOCATED IN LANDSCAPE AREAS, NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. GROUP VALVE BOXES ANO LOCATE IN SHRUB AREAS WHENEVER POSSIBLE DETAIL N/A N24 NIA E/24 C/24 D/24 C/25 B/24 B/25 B/25 E/24 ---··-··------· _____ , _ _._, __ ,_ I ,"7!.,g.....,~~7 ., C.M.W.D. NO 92-309 -----------□-\rf ,, ' I ' i I I I I ' .• ' , :J J_ r ' ! ' I .. ii :,_ (, ' I ll I I I . -□ 1' ' Ii I I I I MATCHLINE· SEE SHEET 22 ,r , I \ / \ ' 1/ l / \ j ; \ '' I / \ ' ' I \ ' '/ • 0 4 8 _ .. _,._ ....... -.. -_._ ------- ra 1 6 --- • 11.1123 12 Fc698/2ndSU8MifTAL SEEstEET SEE SHEET SEE SHEETS 24 24&25 26 thru.28 FOR IRRIGATION LEGEND FOR IRRIGATION DETAILS FOR IRRIGATION SPECIFICATIONS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ''AS BUil T II TITLE _______ _ REVIEWED BY: INSPECTOR fsHEE17 CITY OF CARLSBAD l----+--1---------------t-:---t---t---t---j ~ PLANNING OEPARTWENT :,;:t---t----11----------------t--r---t-----r-7 LANDSCAPE IRRIGATION PLAN-REC. CENTER FOR: "THE VALLEY CLUB" APPROVED OATE OATE ~ ~ ----... ,.-----U«:J\111 DATE INITIAL ... _____ --... -1 .... , il""♦l'""IW"'fl""IIW---....... ,. ... , ... , .... ••tm11m,1wr--£NCINE£R OF bift REVISION DESCRIPTION DATE NTIAL DATE NTIAl. OTl:£R lf'f'f«NN. CITY 1'i'PffOVN. PROJE:CT NO. SOP 89-18 ~OR36~~1 -~ -~<· \o,., I , ,,LI · ;·~· :' :. ;:,,,::/l'Jh,•t~ 4 ' ,. Zi I 0 L I l I ' .. I I I 0 t CONTRACTOR SHALL REVIEW PRESSURE AT IRRIGATION POINT OF CONNECTION. IF PRESSURE IS ABOVE 80 P.S.I., CONTRACTOR SHALL ADD A PRESSURE REGULATOR. ~--RECLAIMED WATER POINT OF CONNECTION CONNECT TO EXISTING POINT OF CONNECTION PROVIDED FOR ON PLANS BY DELORENZO ASSOCIATES DWG. NO. 323-8L. l 1/2" METER AT 151 STATIC P S.L ,, 11 }-_,Jl~ATCHLI.NE-s_EE SHEET 2~ _ F~~~~;l11ll : :I 1t ----~':::'._J1~ I : I 20 : t 1'/~1 1/, ~o '21 .. jl/~11 % .. --. ·-... ,., ... ~ ~ .......... ~ 17 1V,zll -0 KEYIW' e ... 0 , ' ' . . - -.., ----. ..! ---t._ ---·-l.. • • Ii . . --~----,-~ ~ .. -.,-..-----. ' ' ' NOTES, • • • • • • .. 1 • • 1' • • . " • • • • ~1 1'ii II 11½ I I I \ \e" ~ I I I I I I II 'I ~ wt:1 I G· I ~-1'4 ' ' ~~ ~~-; l 'SS l'l-2-II 4f ' ;q: n ~ SEE SHEET 20 -~ © . 0 lJ 0 D ' . / ,/, • ~ /c . . ~-o · .:r 52 ~ ~ J'l4 i ~& I I •••••• , -""I" -.I. ..... I , .. ~ .. .. -... - --,-;a -.. . . ,. ... - ! I •• ·----' I • ~ ..... ' ' .,.J.....--.---.-. ~ ... , i C I r POTABLE WATER POINT OF CONNECTION SEE ENGINEER'S PLANS FOR LOCATION OF WATER METER AND MAINLINE STUB. ••••• ••••••• 0 ' q 1' ' ' ' ' •' .., " --• • " .., " L " n •: • -+ • .,. • \., • • • -;" ._ ... " l. ._ : • •-: ._ -. " -, --.. ~ -~-' ..... ~ ~ -:----:-.. ' -..... ..,. .'.__ ~: .... ...,,. • 'I. • !-... ·~ • . " ... -.. ~tt ~ ' i ' \ ' -~ ----• ""( o .,fi' o .... • :. -~ • "T •-'-'-•• •: • ~ • .._ • ~-.. : • ~ • ... L )_ ' ' --·-..,,_ -..... -. ---. ·--.. --"":, "":, ·--:. ·-:,. -.;,..,,,_ .,_ ,'s; .. ~ -:;.·"~ ,-,,.. ...... , ' ' ____ ..__ .. ___ _ ' ' ' -,..._, . ... '•' -.. -.. ----. .. ' ""'·'--~:-,-..--+- ' ', ~,,,,,,,,,,,~~----~~~-, .. . . .... SEE SHEET 21 . ' -' ' \ ' . ' _:i.._ ·:· ,-,. _._ ----:--,--'· .... -. -.• ---. -. •-. -., --·-.. _ -.... _ -.. ·-~--. --·-':.. -.. -.. -...... ' 'T •• ;, __ ••• ,. .... ■ • -. . --. . . -----••- ----1t • . ._ -.• . . -.. ~ .. .., L • • -, • ,. •, .._ • •. II II /0 ♦ 7 • • ----:7"-----PERIMETER SLOPE AREAS TO BE IRRIGATED AND • • • • PLANTED PER PLANS BY DELORENZO ASSOCIATES DWG. NO. 325-IL. OOTES: SEE StEET e4 SEE StEET 24 & 2c SEE SHEITS 2' th',J; 8 FOR IRRIGATION LEGEND FOR IRRIGATION DETAILS FOR IRRIGATION SPECIFICATIONS • ',..._ ■ I. ALL "S" STATIONS WILL BE CONNECTED TO "S" CONTROLLER SHOWN ON PLANS BY DELORENZO ASSOCIATES ( CITY OF CARLSBAD NO. CT-88-03-2) 2. CONTROLLER "S" SHALL BE HARDWIRED TO "AA" CONTROLLER USING RAINMASTER EV-CAB COM . IRRIGATION LEGEND SYMBOi. DESCRIPTION [M] WATER METER ~ AUTOMATIC CONTROLL[R ~ AUTOMATIC RAIN SHUT-OFF DEVICE ~ PRt.SSURE REGULAIOR W/ WYE STRAINER CD FLOW SENSOR EB BALL VALVE 0 QUICK COUPLER VALVE w MASTER VALVE T REMOTE CONTROL VALVE (RECLAIMED) \f REMOTE CONTROL VALVE (POTABLE) EB:7Xl8 RED. PRESS.BACKFLOW PREVENTER NOTE: DETAIL NIA A/24 N/A [124 C/?4 D124 C/25 8/24 '-. B/25 B/20 F/74 PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOW P9EVENTERS, ETC, SHALL BE cOCATED IN LANDSCAPE AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARJSCAPE. GROUP VA_VE BOXES ANJ ~OCATE IN SHRUB AREAS WHENEVER POSS BLE. C.M.W.D. NO 92-309 I APPROVED FOR PLANTING • AND IRR: GA T ION ON L Y , ' AS BUil T" INCl_UDING PREC 1 SE LOCATION OF P _ ANTlf\G ARE AS. TIT,E _______ DATE ·---------------~ REV1(WED BY: INSPECTOR DATE fsHEEi7 CITY OF CARLSBAD ~ r-----;----t----------------+------1---+-----l--~ PLANNING OEPARTMEN T ~ ;:::==:::....:==========:::'...':::== ~ lfftQ,f,TOI PIAN FOR: ra 1 0 2 D 4 0 5,. ICll'..,-17___ • 0 MAR 9613/a SUBMITT A, blff ,______ Nill Aft QiiiiW 0A,l[ NTIAI, Niif ■ff WfllW lfGINEER Of W REVISION DESCRIPTION O.a.T[ INITIAL 0 THER N'f"ROV N. CITY N'PROVAl "THE VALLEY CLUB" APPROVED ASSIST ANT OWN BY: __ _ CHKD BY: __ RVWO BY: PROJECT NO. SOP 89-18 I DRAWING NO 361-9L \\ ' I I I \\ \ \ \ \ \\ \ \ \\ \\ \ \ \ \ I i \ l I 0 ' ' ,:-"' \ ' q \ I I i I , () \ \ \ \ \ \ I, \ I I 11 \ I \ i I 11 I ! I I I : I 11 I I 11 di 11 . I I I ' ' . . \ / I I I ' ' b : I 1 I ; I I "II I I ' \/ I I ; I ! l . I I ' I ' I I • I I I D \ I : i : \ \ U----1---t-r-I i I _,_a11W---'-··-•- : 11 'i I ! \ .-~·-- • .-----~-··· • I I I ■ ~~ \ ~ ,-t ~~! I = \ = I • ~ • 1<) 0 • ~ I r■ i I I 1 ■, I . r ■I i ■ • i I • I • / I ■ i ! • ' \ . \ \ I I I I /· / 1,t I I !~ I / • • • \ • I I I - ' I II ""t H \ I I I / / o-+-'11~ 42- * ---~ --➔·HI :I: '--------~--........- j :I: ('-., -. ' • __j ' ' . -~ ... 1• \0 22 ' \ \ \ \ ' ' PBAM=CT NUMBER· 97 023 PROJECT· LA COSTA VALLEY ruJB PATE" 10 NOY-97 VALVE NUMBER· S-2 BY· BURTON ASSOCIATES PLAN PATE· 5 NOV 97 SHEET NUMBER-24 HEAD OPERATING PSI· 30 METER NUMBER P.Q.C. #11 DWG NQ.323•8L SYSTEM LOSSES: LOSSES n-t=t0.JGH PIPE RUN PIPE PIPE PIPE DISTANCE SECTION I:i'.E'.E. fil:!a FT. 1 CL 200 3/4" 1 2' 2 CL 200 3/4" 1 2' 3 CL 200 3/4" 1 2' 4 CL 200 3/4" 1 2' 5 CL 200 1 " 1 o· 6 CL 200 1112" 1 0' 7 CL 200 1112" 1 0' 8 CL 200 1112" 6' 9 CL 200 2" 1 0' 10 CL 200 2112" 5' TOTAL LOSSES ™ROUGH PIPE LOSS IN PRESSURE TO HIGHEST SPRINKLER ON THIS V Al.VE CiAIN IN PRESSURE TO LOWEST SPRNKL.ER ON THIS VAl VE TOTAL SYSTEM GAIN MISCEl..l.ANEOUS LOSSES· WATER ME:TER SIZE: 11/2" aACKFlOW PREVl;NTER SIZE: 2' PIPaOSS FROM MAIN TO METER: SIZE: 2" PIPE LOSS FROM METER TO VALVE S12E: 4' FITTlNGS: IT'EN PERCENT OF LOSSES 1K100GH PIPE} MAINLINE: -METl=R -ro VALVE SIZE: 21/2" REMOTE CONTROL VALVE: SIZE· 11/2' TOTAL MISC. LOSSES CALCULATIONS: STA.TIC PSI t-l TOTAL -SYSTEM & MISC. PSI LOSSES l=) PSI AVAILABLE AT HEAD (-) RECOMMENDED OPEPAllt,\, PSI OF HEAD (=) SURPLUS PSI AT HEAO IQIAL.fil'MS ON VALV~ HEAD TYPE RB 1800 SERIES ACCUM. FRICTION la!'M§ !:00~-E§! 1.3 0.01 2.6 0.05 3.9 0.08 5.2 0.12 10 4 Q_ 13 23.4 0. 11 28.74 0.16 33.29 0.19 37.85 0.09 53 0.04 0.98 rn 20.8 '-FGfl MFG~: WILKINS TYPE:K GPM: 53 TYPEPIIC GPM: 53 TYPE: PVC GPM: 53 MFGRRB MODEL..:PESB 151 5 -0.97 150.53 30 120.53 (OR =l ADOmONAL PSI 'AEOUfREO TO OPeRATE SYSTEM AT HEAO NOTES: 1. ALL "S" STATIONS WILL BE CONNECTED TO "S" CONTROLLER SHOWN ON PLANS BY DELORENZO ASSOCIATES ( CITY OF CARLSBAD NO. CT-88-03-21. 2. CONTROLLER "S" SHALL BE HARDWIRED TO 'AA" CONTROLLER USING RAINMASTER EV-CAB COM. 19.82 PSI LOSS 5.5 5.8 RUN: 30' 0.85 RUN: 600' 0.6 0 99 AUN· 500' 4.55 2.5 I ~u. ,~ KEYIIIAP li.T.&. • IRRIGATION LEGEND SYMBOL DESCRIPTION DETfllL [M] WATER METER NIA ~ AUTOMATIC CONTROLLER A/24 ~ AUTOMATIC RAIN SHUT-OFF DEVICE N/A ro PRESSURE REGULATOR W/ WYE STRAINER E/24 CE) FLOW SENSOR C/24 EB BALL VALVE 0/24 0 QUICK COUPLER VALVE C/25 w MASTER V~LVE 8/24 • REMOTE CONTROL VALVE (RECLAIMED) 8/25 \f REMOTE CONTROL VALVE (POTABLE) B/25 EB1X19 RFD PRESS BACKFLOW PREVENTER E/24 NOTE: -'-'t---+----------~--PERIMETER SLOPE AREAS TO BE IRRIGATED AND PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOW PREVENTERS, ETC. SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION EQIJIPMEHT SHALL BE LOCATED IN HARDSCAPE. GROUP VALVE BOXES AND LOCATE IN SHRUB AREAS WHENEVER POSSIBLE. ra PLANTED PER PLANS BY DELORENZO ASSOCIATES DWG_ NO_ 325-IL. NOTES: SEE SHEET SEE SHEET SEE SHEETS 24 24&25 26 thru 28 FOR IRRIGATION LEGEND FOR IAAKlA IDN DETAILS FOR IRRIGATION SPECIFICATIONS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. C.M.W.D. NO 92-309 II AS BUil T II TITLE ________ DATE REVIEWED BY: INSPECTOR DATE ,t-----+-+-----------+--+---+--+-----1 fSHITT13 CITY OF CARLSBAD L..E_j PLN-INING DEPARTMENT ~-~ I..AIIB:APe HlQAroN PLAN FOR; "THE VALLEY CLUB" , ,1,:f,':-'~{~.,,:'~ -I-. • NOTES,: 0) EXISTING BUILDIN!3 WALL I]} AUTOMATIC CONTROLLER (MOUNT PER MANUFACTURER'S SPECS.) @) GALVANIZED METAL STRAPS rn SCH. 40 PVC 90• SWEEP ELL [fil FINISH GRADE @) J-BOX ADDfTIQNAL NOTES; PAINT CONTROLLER, METAL STRAPS AND SCH. 40 CHASE (ABOVE GRADE) TO MATCH ADJACENT WALL COLOR. INTERIOR WALL MOUNT CONTROLLER ---------------@ IAINLINE JUMBO P\.ASTIC VAL VE B(Y,>( WITH 2"-6" EXTENSIONS ANO LOCKING COVER AMETEK OR EOUAL TWO (2) CONDUCTOR SHIELDED CABLE CONNECTION TO TRANSMITTER BLACK . 7Trll===hTT!===hTT!===ll BARE , --; ' ',.,-~,~4...-' ~~~7-----' - PEA GRAVEL ~;:rAIN SU11P 30" MIN. CIA1,1ETER X s· MIN_ DEEP ,----1" IN TURF AREAS ,2· IN SHRUB AREAS FINISH GRADE • EXTENSION JUMBO.BOX FLOW SENSOR ~-----------© 18" MAX. 12" MIN. NOTES: [!] 0 0 [Il @) @) fl) []) VALVE BOX-SEE IRRIGATIONSPECS. 12" DIAMETER LOOP REMOTE CONTROL VALVE VARIES -SEE IRRIGATION SPECS. FOR BOX TOP HEIGHT FINISH GRADE PVC NIPPLE 6u-l• e,D PVC SxSELL WIRE CONNECTORS @1 Q] G] ~ [ill G] fill [ill PVC TEE OR ELL PVC MAINLINE -SEE 'IRRIGATION SPEC'S FOR PIPE DEPTH PVC LATERAL-SEE IRRIGATION SPEC'S FOR PIPE DEPTH THREADED PVC MALE ADAPTER PVC SxS SCH. 80 UNION PEA GRAVEL (2" DEPTH) BRICK VALVE BOX SUPPORTS THREADED PVC SCH.80 SHORT NIPPLE MASTER VALVE ----------..._____-® 11111 llill _II 11111 II 11111 NOTES: G] BLOCKED TRUE UNION BALL VJ\t.VE 0 VALVE BOX • SEE IRRIGATION SPECS. W FINISH GRADE [Il VARIES -SEE IRRIGATIONI SPECS. FOR BOX TOP HEIGHT @] SLIP END CONNECT~S SUPPLIED WITH VALVE @ PVC MAIN LINE-SEE IRRIGATION SPECS. FOR PIPE DEPTH [z} PEA GRAVEL (2" DEPTH) @ BRICK VALVE BOX SUPPORTS _______ BA_L_L V_A_LV_E _____ ~@ NOTES [il REDUCED PRESSURE BACKFLOW PAEVENTER 0 PRESSURE REGULATOR [3) UNION ~ 12" x 12" x 24" CONCRETE THRUST BLOCK (470-0-2000) (ill 3" SHORT NIPPLE I]) RISER (SIZE AS REQUIRED) ADDITIONAL NOTES lzl 8" LONG Nl;PPLE I]) P.V.C. SCH. SO FEMALE ADAPTER I]) ELBOW [§1 TO POINT OF CONNECTION [] P.v.c. MAINLINE 11] FINISH GRADE • ALL RISERS, UNIONS, ELBOWS AND NIPPLES SHALL BE RED BRASS • CLOSE NIPPLES SHALL NOT BE USED • TEFLON TAPE 3/4" WIDE SHALL BE USED ON ALL THREADED CONNECTIONS • BACKFLOW PREVENTER ASSEMBLY SHALL. BE TESTED UPON INSTALLATION BY A CERTIFIED BACKFLOW DEVICE TESTER. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH WRITTEN TEST RESULTS COMPLETED BY CERTIFIED BACKFLOW TESTER PRIOR TO THE BACKFLOW PREVENTER ASSEMBLY'S ACCEPTANCE BY THE ENGINEER. lli5TAU,.. ~ c11wr -6T#ir)W Pt¼ :11-w-to REDUCED PRESS. BACKFLOW PREV. W/ PRESS. REG. 'i ii lRAl1GA TION LEGEND (POTABLE & RECLAIMED WATER) : 7 INNER NUMBffi INDICATES MANOFACTIJAER ':.lo f.'IOOEL NUMBER OF THE IRRIGATION HEAD AND ITS NOZZLE (SEE NUMBER LEGEND BELOW) OUTER SYMBOL INDICATES IF THE IRRIGATION HEAO IS A SHRUB HEAD· ON RISER, A BUBBLER 'f'IEAD ON RISER OR A SPECIFIC HEIGHT POP-UP HEAD (SEE SYMBOL LEGEND BELOW) 1!:fil._ MFG, MODEL NO. '1 RAINBIRD 1800-SERIES-80-!'l T ~ RAINBIRD' 1800-SERIES-SH-FL T , '3 RAINBIRD 1800-SERIES-SF-FLT , 14 RAINBIRD 1800-SERIES-8-VAN 5 RAINBIRD 1800-$ERIES-10Q-LA 6 RAINBIRD 1800-SERIES-10H-LA 7 RAINBIRD 1800-SERIES-10F·LA ' ~ RAINBIRD 1800-SERIES-10-VAN 9 RAINBIRD l&lO-SERIES-120 10 RAINBIRD lSOO.SERIES-12H '11 , RAINBIRD 1,800-SERIES-f2F 12 RAINBIRD f800-SERIE$-12-VAN 13 RAINBIRD il800-SERIE$-15Q 14 RAINBIRD 11800-SERIES-15H 16 RAINBIRD 1000-SEAIES-l5F 113 RAINBIRD 1•800·SERIES-15'VA'N W RAINBIRD 1800-SERIES-1 SSST (PCS-040) 1~ RAINBIHD 1800-SERIE$-15CST (PCS-030) 19 RAINBIRD 11800-SERIES-lSEST (PCS-030) ID RAINB1RD T·X·PC·T30·1.0·NP 2;I RAINBIRD T-X-PC-T30-20-NP 22 RAINBIRD T-X-PC-TS0-1.3-NP 23 RAINBIRD T-X-PC-T3Q..2.5-NP 24 RAINBIRD T·XFC·T30·5.0-NP 0 RAINBIRD 1800-SERIES-SCSPB MAXIMlJA DESCRIPTION ARC 90" 180" RADIUS SPACING QEM 8' SPRAY HEAl'l 8' SPRAY HEAO 8' 8' ,39 B' SPRAY HEAD 8' VARIABLE ARC SPRAY HEAD 10' SPRAY HEAD 1-0' SPRAY HEAD 10' SPRAY HE"AD 1-0' VARIABLE ARC SPRAY HEAD 12' SPAA Y HEAD 12' SPRAY HEAD 12' SPRAY HEAD 12' VARIABLE ARC SPRAY HEAD 1~• SPRAY HEAD 1'5' SPRAY HEAD 15' SPRAY HEAD 15' VARIABLE ARC SPRAY HEAD SIDE STRIP SPRAY HEAD CENTER STRIP SPRAY HEAD 360° VARIES 90" 180° 360" VARIES 90" 180" 360° VARIES 90" 180" 360° VARIES 4'X16' 4'X12' 8' 8' 8' 10' 10' 10' 10' 12' 12' 12' 12' 15' ts 15' 15' 4'X16' 4')(12' END STRIP 4'X14' 4'X14' SPRAY HEAD ROTOR HEAD 90" 'S ROTOH HEAD 180" z, ROTOR HEAD 90" 30' ROTOR HEAD 180" 30' ROTOR HEAD 360" 31' 5' CENTER STRIP 1'X5' 5' STREAM BUBBLER 8 .79 8' 1.57 8' VARIES 10' .39 10' .79 10' 1.57 10' VARIES 12' .65 12' 1.30 12' 2.60 12' VARIES 15' .93 15' 1.85 15' 3,70 15' VARIES B' 12' 15' 25' 25' 30' 30' 31' 5' .40 .40 .30 1.0 2.0 1.4 2.9 55 .50 Efil 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 45 45 45 45 45 30 : ' ~ RAINBIRD 1!800-SERIES-SO-S 5' STREAM BUBBLER 90" S .50 30 e RAINBIRD • RAINBIRD QRAINBIRD 1800-SERIE&m-B 1800-SERIES-SF-8 1401-SERIES 5' STREAM BUBBLER 5' STREAM BUBBLER PRESSURE COMP. FULL-CIRCLE BUBBLER 180" 360" 5' s 5' 5' 1.00 1.50 .25 30 30 20-90 : ' THIS NOTE APPLIES TO A'Lt ROTOR HEADS ONLY. THE CONTRACTOR SHALL INSTALL 360 DEGREE I FIXED ARCS WHERE POSSIBLE. ALL OTHER ARCS SHALL BE MADE ADJUSTABLE. CONTRACTOR I SHALL DETERMINE EXACT ARC IN FIELD, , MANUFACTURER'S EFFLUENT (PURPLE) CO\IERS SHALL BE INSTALLED ON ALL HEADS SPECIFIED TO BE SERVICED BY RECLAIMED WATER. SYM. DESCRIPTION DETAIL .! , @) INDICATES 6" POP-UP fEI[) IN l.AWfll AREAS D/25 FOR RAJNBIRD 1800 SERIES HEADS USE T8Qll-$At,!'PR$ PRESSURE REGULATING SEAL-A-MATIC POP-UPS WITH PRESSURE COMPENSATING SCREENS (PCS) SIZED PER MANUFACTURER'S SPECIFICATIONS FOR RADIUS REDUCTION. FOR RAINBIRD T-BIRDS USE T-6 SAM ,&. INDICATES 12" POP-UP HEAD IN SHRUB AREAS FOR RAINBIRD 1800 SERIES HEADS USE 1812-SAM-PES PRESSURE REGULATING SEAL-A-MATIC POP-UPS WITI-i PRESSURE COMPENSATING SCREENS (PCS) SIZED PER MANUFACTURER'S SPECIFICATIONS FOR RADIUS REDUCTION. FOR RAINBIRD T-BIRDS USE T-12 SAM ~ INDICATES 6' POP-UP BUBBLER HEAD D ' INDICATES SHRUB HEAD ON RISER FOR RAINBIRD 1800 SERIES HEADS llSE 18QO·PCS SHRUB HEADS ON RISERS WITH PRESSURE COMPENSATING SCREENS SIZED PER MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE CATALOG PERFORMANCE AT 30 P.3.1. AND RADIUS REDUCTION. FOR RAINBIRD T-BIRDS USE T-S ,.i INDICATES BUBBLER HEAD ON RISER ,o INDICATES RAINBIRD 1401 BUBl!tER D/25 0/25 E & F/25 F/25 SYMBOL MANUFACTURER MODEL NUMBER M DESCRIPTION EXISTING WATER METER· SEE PLAN FOR SIZE. ~ RAINMASTER DX-sERIES-WM-03-'HW AUTOMATIC CONTROLLER SEE PLAN FOR SIZE. ~ WATER RAINGUARD CONSERVATION SERVICES ~ WATTS U009AQT-SERIES ® WILKENS 500-YSBR ® RAlltMASTER FS-SERIES T RAINBIRD PESB-SERIES }iECUJU!:C: C!) NELSON 7645 ,: ~ ECL;._HJ!St- EB KING BROS. IND. BTU-V-SERIES @ AAINBIRD 44LRC '3/ SUPERIOR 5000-SE:RIES RAINBIRD ALERTLINE ---ALERTLINE ------ALERTLINE -~----ALERTLINE PEB-SERIES PVC CLASS 200 PVC CLASS 315 (2' & GREATER) SCH. 40 (1-1/2' & SMALLER) , :,.J::-:.;L~.:l.lf:lr.-, PVC SCHEDULE 40 ?Ji::t ,'._\\l~n':-· .. py C SCHEDULE BO ·i·,EJL,.IUEil:, PVC SCHEDULE 80 1•· • '.Et PVC PVC, CLASS 200 AUTOMATIC RAIN SfJUT OFF DEVICE INSTALL PER MANUF'S SPECIFICATIONS REDUCED PRESSURE BACKFLOW ASSEMBLY WITH BALL VALVES & VERTICAL FLOW IN/VERTICAL FLOW OUT CONFIGURATION. SEE PLAN FORSIZE. PRESSURE REGULATOR W/ WYE STRAINER: LINE SIZE , FLOW SENSOR: LINE SIZE, INSTALL IN AMETEK VALVE BOX PER MANUFACTURERS SPECIFCATIONS ELECTRIC REMOTE CONTROL SCRUBBER VALVE INSTALLED IN VALVE BOX. QUICK COUPLER VALVE. 1": TYP. WITH LOCKING LAVENDER COVER. BLOCKED TRUE UNION BALL VALVE LINE SIZE, IN VALVE BOX. QUICK COUPLER VALVE. 1': TYP. WITH LOCKING RUBBER COVER. MASTER VALVE (NORMALLY CLOSED). SEE PLAN FOR SIZE, INSTALLED IN VALVE BOX. ELECTRIC REMOTE CONTROL VALVE INSTALLED IN VALVE BOX. RECLAIMEO WATER LATERAL LINE SEE SPECIFICATIONS FOR PIPE DEPTH. RECLAIMED WATER MAINLINE: SEE SPECIFICATIONS FOR PIPE DEPTH. RECLAIMED WATER SLEEVE UNDER PEDESTRIAN PAVING : SEE SPECIFICATIONS FOR PIPE DEPTH. RECLAIMED WATER SLEEVE UNnER VEHICULAR PAVING 30' OF COVER: SEE SPECIFICATIONS FOR PIPE DEPTH. POTABLE WATER LATERAL LINE: SEE SPECIFICATIONS FOR PIPE DEPTH. __ ..., PVC CLASS 315 POTABLE WATER MAINLINE: SEE (2" & GREATER) SPECIFICATIONS FOR PIPE DEPTH. P.O.C. SCH. 40 ( 1-1/2' & SMALLl:R) PVC SCHEDULE 40 POTABLE WATER SLEEVE: SEE SPECIFICATIONS FOR PIPE DEPTH. END CAP -SOLVENT WELD CAPPED END FOR FUTURE USE. POINT OF CONNECTION REMOTE CONTROL VALVE· INDICATES CONTROLLER AND STATION NUMBER INDICATES VALVE SIZE INDICATES G.P.M. FOR THAT VALVE ' NOTE: ALL IRRIGA1'10N EQUIPMENT ~ES ARE INDICATED ON PLAN. DETAIL N/A A/24 E/24 E/24 C/24 B/25 C/25 D/24 C/25 8124 B/25 NIA NIA NIA NIA N/A N/A N/A NIA N/A APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. C.M.W.D. NO 92-309 II AS BUil T II TITLE ________ DATE REVIEWEO BY; INSPECTOR DATE ---+--+--------~'----+--+--+-----,----,------1 ~4 CITY OF CARLSBAD [511 4E,·,.·~f-r_fs1 :::~==~===P=LA=N=N=IN=G=D=E=P=AR=T=M=E=N=T==="=L===_J~ LANDSCAPE IRRIGATION DETAILS & LEGEND FOR: 9702$ 12FE69i/2I>dSV!lMITTAL PRd.liEI BAUG 97 ti.Ut BA 'i<u,im,,....-+-, --HURi Dill;. Atv'i$iii,i!t I i .. !.1 , •• I .. DAT£ INITIAL MUNI blit. R(UIShilS ENGINEER OF WOR REVISION DESCR'IPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL _, ' "THE VALLEY CLUB11 APPROVED Lfzlif' " ASSISTANT G IRECTOR ATE DWN BY, PROJECT NO. DRAWING NO. Cf-!KD BY• 361·9l RVWO BY: SOP 89-18 L - ii ( NOT ASSIGNED ---------------@ NOTES: III GEAR DRIVEN ROTOR HEAD [g) GALV. STRAPS-USE CLAMP TOOL "FAST LOCK", 'PUNCH LOCK", OR EQUAL l!l CHECK VALVE IF REQUIRED (SEE IRRIGATION SPECIFICATIONS) 11} SCH. 80 PVC NIPPLE• [1t FINISH GRADE I]} 1/2" ~ X 30" G.I.P. III PVC SxSxT TEE OR SxT 90" ELL• • NIPPLES AND ELLS ARE TO BE THE SAME SIZE AS THE INLET AT HEAD • -------< _____ G_EA_R_D_R_rv_EN_· R_0_T_0_R _HE_A_D ____ ® 1 2 1--13 NOTES: II} STREET SURfACE II) POTABLE MAINLINE (SEE IMPROVfMENT DRAWINGS) I]] 12" MINIMUM REQUIRED VERTICAL SEPERATION II) SLEEVE I]) RECLAIMED WATER IRRIGATION MAINUNE NOTES: ALL RECLAIMED WATER IRRIGATtON PIPE ANO SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN, "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MIIINS" OCTOBER 1993 _______ P_0_T_AB_L_E_M_Af_N_~l1N_E_C_R_0_SS_JN_G ___ -(J) 1 1--c-----------, ~----< :2 i --0 11 --•-,,.--llae•illll:=uw I lllll Ill _ 12 13 NOTES: QJ VAlVE aox. SEE IRRIGATION SPECS. III WIRE CONNECTORS 0 12" DIAMETER lOOI' (il THREADED PVC MALE ADAPTER 0 REMOTE CONTROl VALVE G] PVC SCH 80 SxT UNION [II VARIES -SEE IRRIGATION SPECs. FOR G] PVC MAINLINE • SEE IRRIGATION BOX TOP HEIGHT SPEC'S FOA PIPE DEPTH @) FINISH GRADE fill PEA GRAVEL (2" DEPTH) lil THREADED PVC SCH. 80 SHORT ~PPlE [)] SRICK VAL VE BOX SUPPORTS 0 PVC SCH. 40 45° ELL (SS) _____ R_E_M_O_TE_C_0_N_TR_0_L_~_L_VE ___ -"--@ NOTES: OJ SHRUB HEAD 0 CHECK VALVE IF REQUIRED, (SEE IRRIGATION SPECIFICATIONS) [II 1/2" SCH. 80 PVC NIPPLE 11} 1/2" FLEX NIPPLE MAxFA "EXCALIBER" (BROWN) []) FINISH GRADE []) PVC LATERAL II} PVC SxSxT TEE OR Soff oo• ELL ADDITIONAL NOTE: 1. THIS INSTALLATION IS NOTTO BE useo IN LAWN AREAS, ADJACENT TO HEADERS. OR ADJACENT TO ANY WALKING SURFACE. 2. ALL HEADS ON RISERS TO BE A MIN. OF 12" FROM ALL ADJACENT VERTICAL SURFACES. (I.E.: WALLS, FENCES, BUILDING, ETC.) ______ S_H_RU_B_H_E_AD_0_N_R_IS_E_R ____ ® 2'-0"91 10' MIN. TO POTABLE MAINLINE IN STREET NOTES: II} CURB II) SIDEWALK I]] METER BOX W/METER II) POTABLE SERVICE LINE I]) 12" MINIMUM REQUIRED VERTICAL SEPERATION I]) RECLAIMED WATER IRRIGATION MAINLINE W/ SLEEVE NOTES: VERTICAL CLEARANCE Of 12' MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECALIMED WATER IRRIGATION MAIN- LINE 24" FROM FIICE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET. P0TABtLE SERVICE LINE CROSSING -+--------------------'"-Q) ·• I l 21----~ 4 1-----jf--7 HQJES: [:!] FINISH GRAIJE @) VALVE aox (BOl(T-OPHEIGHT ABO\/£ Flll11SH GRADE VARIES, SEE IRRIGATION SPECIFIC- ATIONS FOR HEIGHT) 0 QUICK COUfl.lNG VALVE WNINYL COVER (II PEA GRAVEL (2" DEPT,t) I]) BRICK SUPPORT @) BRASS RISER IIl BRASS COIJl'UNG @] BRASS NIPPLE, 4" LONG I!} BRASS EL80W G3 BRASS NIPPLE. 8" LONG G] PVC SCH. 40 F~ALI" ADAPTER ~ PVC NIPPLE <¾fi.il() !ill PVC EL80W OR TEE 13 PVC MAINUNE G!} ONE CUBK: FOOT OF CONCRETE • ALL BRASS SHALL BE RED BRASS. QUICK COUPLING VALVE --"------------© -~ /lJJ} 'ct:,(.) NOTE: GJ CONTAINERHEIGHT I]) ROOTBALL 0 BU861.ER HEAD (!i 6" SCH. 40 RISER I ! = @) 3" DIA. PVC PERFORATED PIPE. WRAP PIPE W/Fll TER FASRICW/3' DIA. BLACK FlATDRAIN GRATE TO BE 2" ABOVE FINISH GRADE (NOT TO BE USED FOR SURFACE DRAINAGE) FILL WITH 3/8" CRUSHED ROCK TO BOTTOM OF RISER @) LAWN DEEP WATER BUBBLER ----1...--------------® 97.023 12Fo69812ndSUBMITTAL '>,oii""JfflitS,-1 __ _ 8AUG 97 DATE INITIAL 8 NOTES: Q] WALK, CURB, HEADER, ETC. [!) PVC FITTING AS NEEDED III FINISH GRADE [II PVC LATERAL SUPPLY LINE 0 POP-UP HEAD [§) VARIES, ALLOW 18" FROM 0 BACK OF CURB ADJACENT TO CHECK VALVE IF REQUIRED "HEAD IN" PARKING AREAS (SEE IRRIGATION SPECIFICATIONS) (AREAS WHERE FRONT OR 0 BACK OF CAR WILL EXTEND SCH.80 PVC NIPPLE • OVER PLANTING AREA). [II ALLOW 12" FROM ANY VERTICAL MARLEX STREET ELL • SURFACE AND 2" TYPICAL AT 0 ALL OTHER LOCATIONS MARLEX THREADED ELL • • SWING JOINT NIPPLES AND ELLS ARE TO BE THE SAME SIZE AS THE INLET AT HEAD 1211 OR 611 HIGH POP-UP NOT ASSIGNED APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. C.M.W.D. NO 92·3 II AS BUil_ T II TITLE ________ DATE REVIEWED SY, INSPECTOR DATE LANDSCAPE IRRIGATION DETAILS FOR: "THE VALLEY CLUB" APPROVED .,, ···- ASSIST ANT DIRECTOR DATE INITIAL OWN BY: __ _ PROJECl NO. DRAWING NO. bATi E!A Dii■N PilNI 611[ RE.V(Slbi$ flilAI bllt 1gv1snws ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROV Al crrY APPROVAL CHKD BY'~~- RVWD BY, SOP 89-18 361-9L \ LANDSCAP'E IRRIGATION SPEOFICATI0NS 1. SCOPE: PROVIDE LABOR, MATERIALS, PERMITS, EQUIPMENT, SUPERVISION, SERVICES AND TRANSPORTATION AND ALL OTHER ITEMS NECESSARY TO PERFORM ALL IRRIGATION WORK AS INDICATED AND SPECIFIED ON PLANS PREPARED BY BURTON ASSOCIATES, INCLUDING ALL RECORD DRAWINGS, REDUCED DIAGRAMMATIC PLANS, GUARANTEES, AND SERVICE MANUALS WORK SHALL BE COMPLETED IN AN EFFICIENT AND SATISFACTORY MANNER TO THE HIGHEST WORKMANLIKE STANDARDS ESTABLISHED FOR SPRINKLER INSTALLATION AND OPERATION. 2. GENERAL CONDITIONS: A. CONTRACTOR SHALL VERIFY ALL CONDITIONS INDICATED ON THE PLANS. CONIB/\CTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IN WRITING OF ANY DISCREPANCIES IN THE PLANS AND FIELD CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. FAILURE TO NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING EXEMPTS THE CONTRACTOR FROM GAINING COMPENSATION FOR REQUIRED CHANGES. B. CONTRACTOR SHALL CHECK ALL SITE CONDITIONS, AND VERIFY THE EXISTENC~ LOCATION AND SIZE Of UTILITIES AND SERVICES PRIOR TO BEGINNING WORK. C. THE IRRIGATION DESIGN AS INDICATED ON THE DRAWrNGS IS DIAGRAMMATIC. SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH WORK, CHECK AND VERIFY SITE DIMENSIONS. D. 00 NOT INSTALL THE IRRIGATION SYSTEMS WHEN UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN ARFAS OR DIMENSIONS EXIST. IMMEDIAlliY BRING DISCREPANCIES TO THE AffiNTION OF THE OWNER'S REPRESENTATIVE. IF NOTIFICATION IS NOT GIVEN, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR REQUIRED REVISIOOS AND COSTS. E. CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION WORK TO AVOID CONFLICTS WITH PLANTING, UTILITIES, ENGINEERING AND ARCHITECTURAL FEATURES. CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK WITH OTHER TRADES. F. CONTRACTOR SHALL PROTECT INSTALLED CONTRACT WORK AND WORK OF OTHERS. G. CONIBACTOR SHALL APPLY AND PAY FOR NECESSARY PERMITS AND FEES REQUIRED IN PURSUIT OF WORK AS REQUIRED BY GOVER Nit-Ki CODES. H. LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATED TO A PORTION OF THIS WORK ARE HEREBY MADE A PART OF THESE SPECIFICATIONS. I. CONTRACTOR SHALL KEEP PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO WORK DURING CONSTRUCTION AND MAINTENANCE PERIOD. BROOM CLEAN ALL PAVED AREAS. J. CONTRACTOR SHALL NOTE ALL FINISH GRADES BEFORE COMMENCING WORK. RESTORE FINISH GRADE CHANGED DURING COURSE OF THIS WORK TO ORIGINAL OR INTENDED CONTOURS WHERE PRACTICAL. K. NO DEVIATION FROM PLANS AND SPECIFICATIONS IS AUTHORIZED, UNLESS WRITTEN AUTHORIZATION IS OBTAINED FROM THE OWNER'S REPRESEITTATIVE OR HIS APPOINTED REPRESENTATIVE IN ADVANCE. L. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT REMOVAL AGREEMENT IF REQUIRED FOR ALL IRRIGATION EQUIPMENT LOCATED WITHIN PUBLIC RIGHT OF WAY. 3. SPEOAL NOTES: CONTRACTOR SHALL VERIFY IN THE FIELD THAT All tRRIGATl'ON DESIGN ASSUMPTIONS INDICATED BELOW ARE CORRECT. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IN WRITING OF ANY DISCREPANCIES IN THE SPECIFICATIONS, PLANS AND FIELD CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK AND AT ANY TIME DURING WORK FAILURE TO NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING EXEMPTS THE CONTRACTOR FROM GAINING COMPENSATION FOR CHANGES A POTABLE IRRIGATION METER IS ASSUMED TO EXIST ATTHE FOLLOWING LOCATION: 1, 2" WATER METER ON THE NORTH SIDE OF CALLE BARCELONA AT 41+81. 8. SEE DELORENZO ASSOCIATES PLANS FOR 11/2" RECLAIMED WATER MITER LOCATIONS, DRAWltlGS NO. 323-BL AND 32S-7L. 4. REnAIMED WATER USE NOTES: A. GENERAL RECLAIMED WATER NOTES 1. 3. '. 48 HOURS PRIOR TO COMMENCEMENT OF ANY EXCAVATION OF SITE FOIi iRRiGATiON, CONTRACTOR SHALL NOTIFY CITY OF CARLSBAD, WATER UTILITIES, BACKHOW SECTION. . ·• ltiSTALL ALL WORK IN ACCORDANCE WITH THE CITY OF CARLSBAD ''RULES AND REGULATIONS FOR RECLAIMED WATER USE AND DISTRIBUTION WITKIN THE CITY OF CARLSBAD" -OCTOBER 1993 AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES REQUIREMENTS. , , ·· · ' .• · ' ALL BACKFLOW PREVENTER INSTALLATIONS AND LOCATIONS SHALL BE SUBJECT TO APPROVAL BY THE CITY Of CARLSBAD WATER UTILITIES, BACKFLOW SECTION. 4. ., c. /. ;, •·:; ,.' · ·,;, · • ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING 5. FOUNTAINS, ETC SHALL BE PROTECTED FROM SPRAY AND/OR MISTING BY RECLAIMED WATER NO PONDING, RUN OFF OR OVER SPRAY IS PERMITTED. ADJUST ALL SPRINKLER HEADS TO PREVENT OVER-SPRAYING WATER ONTO SIDEWALKS, STREETS AND PRIVATE LOTS. ' , '': HOSE BIBS ON RECLAIMED WATER SYSTEMS AND CROSS CONNECTIONS WITH POTABLE LINES ARE PROHIBITED. INSTALL ONLY QUICK COUPLERS WITH ACME THREADS. QUICK COUPLERS SHALL BE INSTALLED NO CLOSER THAN l'>-0' O.C. NOR CLOSER THAN 100' TO ANY HARDSCAPE OR STRUCTURE, SEE IRRIGATION LEGEND FOR ACCEPTABLE MANUFACTURER AND MODEL NUMBER. B. 6. OBTAIN APPROI/ AL OF THE CITY OF CARlSBAD FOR ANY PIPE 7. 8. 9. SUBSTITTJTtONS. INSTALL APPROVED, METALLIC BACKED AND STENCILED WARNING TAPE OVER All PRESSURE PIPING AND PROVIDE AT LEAST 18" OF COVER OVER RECLAIMED WATER llNES. STENCIL AND COLOR CODE (PURPLE PANTONE #522) All IRRIGATION PIPE. ORIENT THE STENCILING TO THE TOP OF THE TRENCH. ·, · OPERATE THE SYSTEM ONLY BETWEENIDPM AND 6 AM. INSTALL A PROTECTIVE SLEEVE WHEN RECLAIMED AND POTABLE LINES CROSS. EXTEND THE SLEEVE 10' TO EACH SIDE OF THE CROSSING. MAINTAIN A 10' SEPARATION BETWEEN RECLAIMED WATER LINES AND POTABLE WATER OR SEWER LINES. PROVIDE 12" VERTICAL SEPARATION BETWEEN POTABLE/RECLAIMED WATER/SEWER. INSTALL SEWER BELOW RECLAIMED WATER AND RECLAIMED WATER BELOW POTABLE WATER •·,"I ··. THE SITE IRRIGATION SYSTEMS AS SHOWN ON ~HIS DOCUMENT WILL UTILIZE POTABLE WATER UNTIL SUCH TIME AS THE CITY OF CARLSBAD MAKES RECLAIMED WATER AVAILABLE TO THE SITE. · ·• · · TAG All VALVES AND OTHER BELOW GRADE FACILITIES WITHIN BOXES WITH PERMANENT RECLAIMED WATER LABELS THAT ID THE FAOLITY AS "RECLAIMED WATER -DO NOT DRINK" IN BOTH ENGLISH AND SPANISH. ATTACH THE LABEL WITH EITHER STAINLESS STEEL WIRE OR SELF LOCKING PLASTIC TIE$. 10. ·· , · .. · · · , ·: THE CITY OF CARLSBAD IN CONJUNCHON WITH THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES SHALL CONDUCT A CROSS-CONNECTION TEST PRIOR TO ANY USE OF RECLAIMED WATER. AN ANNUAL CROSS-CONNECTION INSPECTION SHALL BE DONE BY THE CITY OF CARLSBAD SUBJECT TO APPROVAL BY THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES. COPIES OF THE INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 11. · '·· ., ... PRIORTOCONVERSIONTORECLAl'MEDWATER,ANON-SITEW~TER 12. SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKfLOW/CROSS CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. THE DESIGNATED "WATER SUPERVISOR" SHALL ATTEND THE COUNTY WATER AUTHORITY'S CLASS FOR RECLAIMED WATER SITE SUPERVISORS COPIES OF THE DESIGNATED SUPERVISOR, WITH A 24-HllUR CONTACT PHONE NUMBER SHALL 8E PROVIDED TO THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH SERVICES. IN CASE OF EMERGENCY, CONTACT: H11-<E'i LIHmiJ-11/lA AT Cwl4) li,t-"'101Z. NAME PHONE NO. OR AFTER HOURS, CONTACT: Mll:t: UN"11:HMilfH AT ('T/,0) 411-o?-~0 NAME PHONE NO. • THE EMERGENCY CONTACT INFORMATION SHALL BE DOCUMENTED ON THE RECORD AS- BUILT DRAWINGS. · • '.: WHERE RECLAIMED USE AREAS CONTAIN POTABLE /1:ND RECLAIMED WATER PIPING, rnE POTABLE WATER PIPING SHALL ALSO BE IDENTIFIED IN ACCORDANCE WITH THE PROVISIONS OF THESE RULES AND REGULATIONS. 13 • '· , · " · :: .• '·; THE REQAIMED WATER SYSTEM INCLUDING OFF-SITE AND ON- SITE FACILITIES SHALL BE SEPARATE AND INDEPENDENT OF ANY POTABLE WATER SYSTEM. CROSS- CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 14. · · :, ... · ; THE CONTRACTOR SHALL IRRIGATE IN A MANNER THAT WILL 15. MINIMIZE RUN-OFF, POOUNG AND PONDING THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. CONTROLLER OPERATION TIMES MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOil INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS. (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). I-:· '. THE CONTRACTOR SHALL MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 16. ,, THE CONTRACTOR SHALL EDUCATE All MAINTENANCE PERSONNEL, ON A CONTINUES BASIS, OF THE PRESENCE OF RECLAIMED WATER AND THE FACT THAT IT IS NOT APPROVED FOR DRINKING PURPOSES. SIGNAGE REQUIREMENTS l , SEE THE CONSTRUCTION DOCUMENTS FOR LIDCATIONS Of "RECLAIMED WATER NOTIFICATION SIGNS" AT PROJECT VEHICULAR ENTRIES. AT THE TIME OF CONVERSION TO REG.AIMED WATER THESE SIGNS WILL BE INSTALLED BY THE OWNER IN COMPLIANCE WITH THE CITY REGULATIONS FOR RECLAIMED WATER. AT THE TIME OF CONVERSION ALL CONTROLLERS WILL BE LABELED WITH A PERMANENT SIGN ON THE OUTSIDE DOOR OF THE CONTROLLER THAT READS "RECLAIMED WATER USED FOR IRRIGATION" IN BOTH ENGLISH AND SPANISH. S. SUBMITTAL: CONTRACTOR'S MAINTENANCE PERIOD SHALL NOT BE TERMINATED UNTIL THE FOLLOWING CONDITIONS ARE MET: A. RECORD DRAWINGS: 1. CONTRACTOO SHALL RECORD WORK AS IT IS ACTUALLY INSTALLED ON AN ERASABLE XEROX VELLUM BASE OF THE IRRIGATION DRAWING, MAKE CHANGES TO XEROX VELLUM BASE IN INK (NO BALL POINT PEN), AND MAINTAIN CURRENT RECORD DRAWINGS ON THE SITE THE FINAL "AS BUILT" RECORD DRAWINGS SHALL BE DRAFTED EMPLOYING A COMPETENT DRAFTSMAN. 2. RECORD DIMENSIONS FROM TWO DIFFERENT PERMANENT POINTS OF REFERENCE (BUILDING$, MONUMENTS, CURB RETURNS, ETC.) FOR THE FOLLOWING ITEMS: a.. W~TER METER Ai'ID Bi'ICKfLOW ASSEMBI. Y b. CONNECTIONS TO EXISTING WATER LINES c BALL, QUICK COUPLING AND AUTOMATIC CONTROL VAL YES d. ROUTING OF PRESSURE LINES e. SOURCE OF ELECTRICAL POWER FOR CONTROLLER. LOCATION OF CONDUIT AND CONDUCTORS FROM SOURCE TO CONTROLLER, ROUTING OF ELECTRICAL WIRES, ANO SPARE WIRE LOCATIONS f. PIPE AND ELECTRICAL SLEEVES g. IRRIGATION HEADS HAVING A DESIGN AADIUS OF 30' OIi MORE 3. CONTRACTOR SHALL SUBMIT ONE SET OF COMPLETED RECORD DRAWINGS TO THE OWNER'S REPRESENTATIVE PRIOR TO THE BEGINNING Of THE SPECIFIED MAINTENANCE PERIOD AND OWNER'S REPRESENTATIVE SHALL VERIFY COMPLETENESS PRIOR TO FINAL ACCEPTANCE. ,s. CONTROLLER CHARTS: THE CONTRACTOR SHALL PREPARE THE CONTROLLER CHARTS flJND PLACE TKEM IN THE CONTROLLERS BEFORE COMMENCING SERVICE. CONTRACTOR SHALL VERIFY COMPLETENESS OF RECORD DRAWINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PREPARING THE CONTROLLER CHARTS. THE CONTROLLER CHARTS SHALL BE PREPARED AS FOLLOWS: 1 PROVIDE ONE CONTROLLER CHART FOR EACH AUTOMATIC CONTROLLER SHOWING THE AREA COVERED SY THE CONTROLLER. THE CHART MUST SHOW CLEARLY ALL AREAS UTILIZING RECLAIMED IRRIGATION WATER AND POTABLE IRRIGATION WATER. THE CHART SHALL BE THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW 2. THE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL AS-BUILT SYSTEM. THE LINE WEIGHTS AND LETTERING ON THE ORIGINAL CONTROLLER CHART DRAWING SHALL BE SO DRAWN THAT THE REDUCED CHART IS CLEARLY READABI.E. 3. 1HE CHART SHALL BE A BLACKLINE PRINT WITH A DIFFERENT COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION. 4. WHEN COMPLETED ANO APPROVED, TtlE CHARTS SHAU BE HERMETICALLY SEALED BETWEEN TW@ PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM OF TEN (10) MILS THICK. C SERVICE MANUALS, KEYS, EQUIPMENT, AND GUARAITTEES: 1. CONTRACTOR SHALL SUB/v\lT TWO (2) SERVICE MANUALS FOR IRRIGATION EQUIPMENT TO OWNER'S REPRESENTATIVE. MANUALS MAV BE LOOSE LEAF AND SHALL CONTAIN COMPLETE DRAWINGS OF ALL EQUIPMENT INSTALLED SHOWING COMPONENTS AND CATAL<Xi NUMBERS TOGETHER WITH THE MANUFACTURER'S NAME AND ADDRESS. OPERATION INSTRUCTIONS SHALL BE SIMPLE ENOUGH TO BE UNDERSTOOD WITHOUT SPECIALIZED KNOWLEDGE 2, CONTRACTOR SHALL SUBMIT TWO (2) SETS OF KEYS PER EACH CONTROLLER. A COPY OF THE EQUIPMENT GUARANTEES SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL SUPPLY THE FOLLOWING TOOLS: a. TWO (2) SEYS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING,. AND ADJUSTING EACH TYPE OF SPRINKLER AND VAL VE ON THIS PROJECT. b. ONE (1) QUICK COUPLER KEY AND MATCHING HOSE SWIVEL FOR EACH TYPE OF QUICK COUPLING VALVE INSTALLED. 6. WATE'R SUPPlY: A. GENERAL: B. 1. POTABt.E WATER SUPPLY SHALL BE QEAN, FIIH OF SUSPEl'iDED PARTIQ.ES, ALGAE, OR CHEMICALS THAT MAY FORM INSOLUBLE PRECIPITATES IN THE EQUl™ENT OR MAY BE DETRIMENTAL TO PLANTINGS. 2 WHEN THE PROJECT IS SERVED BY REUAIMED WATER AND 15 ALSO SERVED BY POTABLE WATER SYSTEMS AND PIPING, THE EXPOSED PORTIONS OF THE PIPELINES SHALL BE PAINTED, BANDED OR MARKED TO DISTINGUISH CLEARLY WHICH IS USED FOR POTABLE WATER AND WHICH IS USED FOR REQAIMED WATER. IN ADDITION, ALL NEW UNEXPOSED PIPES INSTALLED ON ANY SUCH PROPERTY SHALL BE SIMILARLY PAINTED, BONDED OR MARKED. ALL RECLAIMED WATER OUTLETS SHALL BE POSTED WITH BILINGUAL PRECAUTIONARY SIGNS. MAIN SHUT-OFF VALVES SHALL BE QEARLY IDENTIFIED TO DISTINGUISH BETWEEN RECLAIMED WATER AND POTABLE WATER. · , . : All CONNECTIONS TO RECLAIMED WATER SYSTEMS SHALL BE IDENTIFIED IN SUCH A MANNER AS TO DIFFERENTIATE THEM FROM CONNECTIONS TO POTABLE WATER SYSTEM. NO CROSS CONNECTIONS BETWEEN POTABLE WATER AND RECLAIMED WATER ARE PERMITTED. WATER SERVICE: 1. INDIVIDUALLY ASSESSED AREAS AND INDl'l1DUALLY OWNED {OR TO BE OWNED) LOTS SHALL HAVE SE PARA TEL Y METERED AND CONTROLLED IRRIGATION SYSTEMS. IRRIGATION SHALL BE CONFINED TO THE INDIVIDUAL AREAS, WITHOUT OVERSPRA Y ONTO ADJACENT AREAS OR ACROSS PROPERTY LINES. SPECIAL SITUATIONS MAY BE APPROVED OR REQUIRED BY THE PLANNING DIRECTOR ARCHITECT TO VARY FROM THESE REQUIREMENTS. 7. 8. 2. CITY APPROVED BACKFLOW PREVENTION UNITS ARE REQUIRED ON ALL IRRIGATION SYSTEMS. INSTALLATION SHALL COMPLY WITH ALL APPLICABLE HEALTH AND SAFETY CODES. GUARANTEE: HIE SITE SPRINKLER SYSTEM, INCLUDING WORK DONE UNDER THIS CONTRACT, SHALL BE GUARANTEED IN WRITING AS TO MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED AREAS BELOW GRADE FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE ENDING OF THE SPECIFIED MAINTENANCE PERIOD. THIS DATE SHP!LL BE DETERMINED BY THE OWNER'S REPRESENTATIVE AFTER REVIEW OF THE SPECIFIED IRRIGATION WORK. IMMEDIATELY REPAIR DAMAGE TO THE SYSTEM AND SITE CAUSED BY FAUL TY MATtRIALS OR WORKMANSHIP AT NO COST TO THE OWNER. PROVIDE INSTRUCTION TO THE OWNER'S REPRESENTATIVE AND FUTURE MAINTENANCE PERSONNEL IN THE OPERATION OF THE IRRIGATION SYSTEMS. THE OWNER RETAINS THE RIGHT TO MAKE EMERGENCY REPAIRS WITHOUT RELIEVING THE CONTRACTOR'S GUARANTEE OBLIGATIONS. IN THE EVENT THE CONTRACTOR DOES NOT RESPOND TO THE OWNER'S REQUEST FOR REPAIR WORK UNDER THIS GUARANTEE WITHIN A TIMELY MANNER, THE OWNER MAY MAKE SUCH REPAIRS AS HE MAY DEEM NECESSARY AT THE FULL EXPENSE OF THE CONTRACTOR MATERIALS: A. GENERAL: 1. PROVIDE NEW MATERIALS AND EQUIPMENT OF BEST QUALITY OBTAINABLE, WHICH COMPLY WITH DRAWINGS AND SPECIFICATIONS 2. NO SUBSTITUTION OF SPECIFIED MATERIALS OR EQUIPMENT SHP.LL BE MADE WITHOUT REVIEW BY BURTON ASSOCIATES AND WRITTEN APPROVAL FROM THE OWNER'S REPRESENTATIVE f c..!1'( ll'lit@ B. IRRIGATION PIPE AND FITTINGS: 1. POTABLE PVC PIPE: a. PIPE SHALL BE MADE FROM NSF APPROVED, TYPE I, GRADE II PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION D1734. PIPE SHALL MEET REQUIREMENTS SET FORTH IN FEDERAL SPECIFICATION PS-22-70 WITH AN APPROPRIATE STANDARD DIMENSION RATIO. b. ALL PLASTIC PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE FOLLOWING INFORMATION: MANUFACTURER'S NAME, NOMINAL PIPE SIZE, SCHEDULE OR CLASS, PRESSURt RATING IN PSI, NSF APPROVAL AND DATE OF EXTRUSION. G All SOLVENT SHALL BE AS RECOMMENDED BY MANUFACTURER OF PIPE FITTING AND AS APPROVED. USE NO SOLVENT FROM CANS WHICH HAVf BEEN OPENED OVERNIGHT d. PVC PRESSURE LINES TO BE INSTALLED UNDERGROUND· 1. All PIPE 2" AND LARGER SHALL BE CLASS 315 2. ALL PIPE SMALLER THAN 2" SHALL BE SCH 40 3. FITTINGS SHAll BE SCH. 40 e. PVC NON· PRf SSURE LINES TO BE INST AllJD UNDERGROUND: 1 ALL PIPE SHALL BE CLASS 200. 2. FITTINGS SHALL BE SCH. 40. f. PVC FITTINGS SHALL BEAR THE MANUFACTURER'S NAME OR TRADEMARK, MATERIAL DESIGNATION, SIZE, APPLICABLf I.PS SCHEDULE AND NSF APPROVAL. g. NO CLOSE NIPPLES OR. CROSSES SHALL BE USED. PVC NIPPLES SHALL BE ~."'-'T' IN COLOR 2. RECLAIMED PVC PIPE: a. b C d PIPE SHALL BE PURPLE COLORED PVC MATERIAL MEETING ASTM-D1784, TYPE I, GRADE I, PVC•1120 CELL CLASS 12454-B SP[(lflCATIONS AS MANUFACTURED BY BROWNLINf INC OR EQUAL. ALL PLASTIC PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARK£D WITH THf FOLLOWING INFORMATION: MANUFACTURER'S NAME, NOMINAL PIPE SIZE, SCHEDULE OR CLASS, PRESSURE RATING IN PSI, NSF APPROVAL ANO DAl E Of EXTRUSION. A WARNING MUST BE IMPRINTED ON All RECLAIMED WATER PRESSURE AND NON PRESSURE SERVICE PIPES CONTINUOUSLY AND PERMANENTLY ON TWO SIDES WITH THE FOLLOWING INFORMATION IN 5/8" BLACK LETTERS; "CAUTION: RECLAIMED WATER-DO NOT DRINK", AND "PELIGRO: AGUA IMPURA -NO BEBER". PRESSURE LINES TO BE INSTALLED UNDERGROUND· 1. ALL PIPE 2" ANO LARGER SHALL BE CLASS 315 2 ALL PIPE SM All ER THAN 2" SHALL BE SCH 40 3. FITTINGS SHALL BE SCH. 40. e. {RECLAIMED WATER ONLY) NON-PRESSURE LINES TO BE INSTALLED UNDERGROUND; f. g. 1 ALL PIPE SHALL BE CLASS 200 2. FITTINGS SHALL BE SCH. 40 . FITTINGS: SOLVENT WELDED TYPE PVC SCH 40, 1·2. II- NSF APPROVED ANO SHALL CONFORM TO ASTM TEST PROCEDURE D 246(). FITTINGS SHALL BEAR THE MANUFACTURER'S NAME OR TRADEMARK, MATERIAi. DESIGNATION, SIZE, APPLICABLE I.P.S SCHEDULE ANO NSF APPROVAL. C.M.W.D. NO 92-309 ; . I \ ~' J \ ' ' ' ' '. I I I Ii , : I , I II AS BUil T II TITLE --------DATE REVIEWED SY: INSPECTOR DATE l5HEETl CITY OF CARLSBAD fsHETisl 1------1---+----------------t----t--+--t---~ PLANNING DEPARTMENT ~ ~=='--==::::::::========::::::::::::::::::=~=~ LANDSCAPE IRRIGATION SPECIF1CATIONS FOR: 97.023 12FEB9812nd SUBMITTAL :;,PU~l),,;..tc~I -- B AUG !/7 iii.it BA I ' PihNI dlh!. RitYISIUN5 DATE INITIAL PRINI bllE M\JISIOHS. ENGINEER Of WOR OATE INITIAL DATE INITIAL REVISION DESC:RtPTION OTHER APPROVAL CITY APPROVA, "THE VALLEY CLUB" APPROVED .. ·-· .. ,. ,. ASSISTANT P DIRECTOR 1/-ZJ-f Y DATE OWN BY: __ _ PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: SOP 89-18 361-9l _I LANDSCAPE IRRIGATION SPECIFICATIONS CONT. C h. All SOLVENT SHALi Bl AS RfCOMMfNDW BY MANUFACTURER OF PIPE FITTING AND AS APPROVED. USL NC IOI VINT fRCJM CA:~\ WHICH HAVE BHN OPLNLD OV,RNIGHl i. NO CLOSE NIPPllS OR rnossrs \HAI I Bf USED PV( NIPPLES SHALL Bf Gf<l-1 IN COi OR. 3. BRASS PIPE AND fl !TINGS BRAS\ PIPE SHALi. BE IPS. STANDARD WEIGHT, IPS, RlGULAR, 85% RED BRASS COWORMINi, TO AST/VI B4l FITTINGS SHALL Bf WITH STANDARD 1)5 POUND (AST BRONZE HIRlAlll ll f I ITIN(.S 4. COPPER PIPE COPPfR PIPF \HAI l Bf. SEAMLbS, IYPE K, HARD DRAWN TUBING IDENTiflCATION TAPE: L MARKER TAP[ FOR SI.EEVES SHALL BE METALLIC BACKW LOCATING TAPF MARKED "IRRIGATIIJN·' tN TWO INCH CAPITAL LETTERS EVERY THREE FEET ALONG !Hf TAPE 2. MARKER TAPE FOR DIRECT BURIAl WIRES SHAll BE RED COLORED "AlllN MARKING TArl'' Oil APPROVED (QUAI. TAPE SHALL BE J ,. WIDE. 3. RECLAIMED WATER WARNING IAPl SHAI I Bf l'\!RPI f WITH BLACK LETTERIN(, SI Ai ING. ·'CAUTION Rf Cl AIMFD WA TER-00 NOT DRINK'·, ANIJ Tf I IC,IIU AC,IIA IMPURA NO BfBIR" TAPE SHALi BE l INCHES WIDL. IAPl SHAl L Bf AS MANIIFA(TUKEII BY llll/1 ENTERPRISES, INC, PO llOX 450, SUN PRARIE, WISCONSIN, \3590. PHONE (6U8) 83/ 7107 rn, APPROVED (QUAl. D SLEEVING: 1. Pll'L SLlEVES SHAU Bf PVC SCH 40 MINIMUM tltt:W-l'1:tw.,ii<4i>-M l"AV\r1c:; ,>l'l,J «11-tD UHpel!-'11".~lllJl,-,;z, f,-~11'1&, 2 WHEN ENCLOSING RlCLAIMfD WATFR PWINC, THF PVC St EfVf SHALL ALSO SA rl\FY THl RFOUIRFMFNTS FOR REC! AIMED WATER PIPE E. VALVES f. G. H I. RfMC1[ CONTROi VAi VfS AND PRESSURE REGULATING REMOTI CONTROi. VAi Vf', SHAI I 8f TH[ TYPf_ SIZF AND PFRfORMANCE SPtClflED IN TH[ IRRIGATION l[G[ND 2. BAL I_ VAL YES SHAL l BE ThE TYPE, SIZE AND PERFORMANCf SPfCIFlfD IN THE IRRIGA l ION LI UND 3. (rl[CK VALVES SHAI I BE HUNTER HCV SERIES 4 HIGH FLOW SHU I-Off VALVES SHALL 8[ MANUFACTURED BY TORO MODEL NUMBcRS HfSOil55 AND HfS00/55. S QUICK COUPLINC, VAi I/ES '>HALL BE THE TYPt, )IL[ AND PFRFORMANCE Sl'\(lllctJ IN Ill! IRRIGAllON lf(;ftJD RECLAIMED IDENTIFICATION JAG I, RtClAIMr.D WAHR IDENTIFICATION I AIJ) \I li\lJ m 2 WfATHERPROOF f'LASTIC 3·· X 4··, PURPLE IN COLOR WITH lHE WORDS ·'CAlf'.l()N RIC:1\IMlll WATfR DO NOT DRINK" IMPRINTING ON ONE SID[, AND TlllGRO AGUA !MPURA NO Bf Ill r UN THE OTHER SIDE, IMPRINl ING SIIALI. Bl PERMANENT AND Bl ACK IN COi. OR REClAIMlD WATE.R IOENTlflC\llON !ACS AS fl.ANUI ACTURfO BY T. CHRISIY lNllRPRISfS, ll07 WFST STRUCK AVENUE. SUITE E, ORANGt., ~A. 92667 1114) 7/1 414) OR APPROVf!l fOIIAL VALVE/ PULL BOXES L Rf MOH CONTROi VAlVE BOXES FOR POTABLE IRRIGATION SYSTEMS SHALi. BE MANUfACTUIHl BY AM[ ILK (PART #170106) OR CARSON (#1419-2B), l. REM01E CONTROL VALVE BOXlS fOR lltllAIMElJ IRi"•IGAliON SYSTEMS SHALL BE MANllf ACTURED BY AMFTFK (PART #1701 JI) J. BALL VALVE BOXES FOR POTABLE IRRIGATION SYSTEMS SHALL BE MANIIFACTllllfD RY AMI HK (PART #781104). 4 BALL VALVE BOX[S IOR RlClAIMLD IRRICATIDN W\TfMI \HAI I BE MANUFACTURlll BY AMETfK /PART #187 J1 l) WiTll F!JfZfle LIR'::, 5. PULL BOXES FOR POTABI f IRRIGATION SYSTEMS SHAll Bl MANllfAUURlll BY AMfHK PAR! #781104) 6. PULL BOXES FOR RECLAIMED IRRIGATION svs;"fMS SHA,l BE MANUFACTURED llY AMFT[K (PART #781113) wrTH f'LJl2/'le ~Ir;!$ SPRINKLER HEADS SPRINKl ER HEADS SHALL BE l)f l Ill I YPL, ',Ill AND Pf Rf ORMAN CF SPF(IFIFO IN THE ! RRl(iA nu,~ 111.,IMJ RAIN SENSING DEVCES RAIN SENSING DEVIGS SHAll Bl \l,l IYPl, SIZI AND PfRHJRMANU SPlCIFIIJJ IN ltil \Hhl(,/1IION llGtND. CONTROL WIRING 1. USE DIRECT BURIAi (OPPFR WIRE AWG-UF 600 VOLT, SINGLE CONDUCTOR SOLID Wl'l'fR, ,'I AS!K INSULATED CABLE RAT[O fOR OIRcO BURIAL APPLICATION, llf, IH APPROVED 14 C,AUU (MINIMUM/ Plllll AND SPARE WIRES, 12 GAUGE (MINIMUM) FOR COMMON GROUND Rl IUHN WIRI WIR, lOlOR AS IOI tows COMMON WIRE SHALL BE WHITE, CONTROL WIRLS ',HAI' Bf COLOH CODED ANY (OLOR HUI RLD OR WIIIIL. LAUI CONTROL WIRE COLOR \HALL BE LINIOUI. IROM All. OTHER CONTROL WIR[S. I.XI RA CONJ ROl WIRES SHAU BE RFD 2. SLAL', FOR SPL!CIS AND SPARE WIRF ENDS SHAI I BE "SCOTCH LOK·· SLALl~G PACKS Oil 'PFN TITI. WIRF CONNEUORS, K AUTOMATIC CONTROLLERS 1. EACH CON!ROlllR SHALi BF OF THE TYPE, SIZE ANO PERFORMANCE SPECllll.D IN :111 IRRICAl,O~ LEGEND. 9. i (iJNTKOIHR S17ALl OPERATE ON SIN(,Lf PHA'>t, 710 TO 120 VOll, 6U CFH, Ai.lfRNAIING UJll.Rt NI, "UI" LISTED, AND SHALL CONTAIN AN "Ofr·· AND ·ow SWI I CH TO SHUT Off l N IIRl AUTOMATIC WATERING CYCLE WITHOUT INTlRRUPTING lH[ TIMINC MfCHANISM OUTPUT ,HAI.I Br. 21 VOi. IS AC. J C.ONIROI I lRS SHALL BE LNCLOSED IN WfATHtRPROOf CORROSION Rl'SISTANT IIOUSING HAVINC I. OCKINC COVER TO PROTEC! Al L f.QUIPMFNT fROM VANIJALIIM. 4. CONDUII fOR 120 VOLT AND 24 VOLT WIRING SHALL BE AS APPRovrn BY THE t.OCAl BUILDING CUD[ fDR LLEURICAL SERVICE AND OISfRIBUTION (PVC PIPE WILi NOi BL ACilPfABLE fOR USE AS fl fCTRl(Al CONDUIT). PRESSURE REGULATION DEVICE: I PRhSURI RlGULATION DEVICE StlAl.l BE THE TYPE, S17F AND PERfOIW1ANCJ SPEUfllO IN THf lllRIC.AflON LEGEND. M BACKfLOW PREVENTION DEVICE: I BAi.KflOW PREVENTION DEVICE SiiAll Bf. Of lHF TYPE AND '>IZE INlllCAlllJ ON THI: PLANS BAC.KflOW PREVENTION lltVICL SHALi MfFT THE STANDARDS SU BY lHf STATE Of CAl!fORNIA, CAl. lfOllNIA ADMINISTRAllVL CODE, TITLE 71-·'REGULATIONS RllAT\NG 10 rnoss CONNLCllONs·· J. 8ACKFLOW PREVENTION DFVICf SHALi. 8[ fl i I l D WI fH RlSll lFNT SEA ff D l lST COCKS, ANO WITH RLSll.llNT SfATED SHUT-Of! VALVES CAPABLF or ISOLATING THE DlVICf fROM Tiff RlSI OI 1111. SPRINKLER SYSTEM. INSTALLATION PROCEDURES: A. GFNFPAL If NO DllAll IS PROVIDED FOR WORK UNDER THIS CONTRAG, INSIMI IN AC:COROAIK[ Willi MANUFACTURER'S RECOMMENDAllONS OR RElOMMENDW SIANIJARD PRAl.11U.. SUBMlf RFCOM W.NDED PROCEDURLS 10 OWNER'S REPRESENTATIVE BEfORt PROCf WING WITrl WORK. 2 PL,\NS ARl DIAGRAMMAll( ANO APl'ROXIMATf. VAL 'IFS AND OTliL" IHRIGAIION [()Ul"MENI \HM I BL LOCATED IN Pl ANTING AKI A, PIPING SHA! L BF I lX:ATfll AlONC THf INSIOf EOC,f S Oi l'I AN I IN(, AREAS EXCEPT WHERE NOi I f.A\181 f TO DO SO. l f'I Al,TS /4" BOX SIZE AND ,ARl,FR SHALi Bf PLANflD BfcOKI MAINi INfS ANIJ I All RAI I INI \. AHf INSIAl I ID 4. Al I IRRIGATION APPURTENANU.\ SHALL Bi. llllNI lfl[D BY PRFf ABRllATfD PURPLE EQUIPM£N I, IDEIJTIFICATION l AGS, OR BY f INISIIIN(, THf [0UIPME NI WI I 11 PURPLE PAIN!. APPROVED REC! AIMED WA HR PAINIS ARl AS fOI LOWS d f RALEE ARO-Pl A Tl II AL KYll Gt '.)SS ENAME I b PROLINE 1000 SERIES ALKYD GI USS FNAMEL B WATU SUPPLY. I IUNNIII IRRIGATION SYSTEM TO P(HNI Of CllNNllllON (POL) Al APPhCXIMAII I J'..ATl·:JN\ )I\OWN UN DRAWINGS J Al I OW FOR MINOR CHANGE.SA I POC ( AUSED SY ACfUAL SIH (i)NDII IONS. l VlRlfY AVAILA8ll WATfR PRlSSURf Al IACH MflER IOC.AIION PRIOR 10 UJMMINCIN(, C~NSiRLlllON Of IRRIGATION SYSllM\. NOlifY lHf OWNER'S H[PRESINI AIIVf tMME!JIAfEI Y If IH5'URI. IS NOT THAT WHICH IS INDIC.AIED IN !Hf DRAWINC,I OR IS NUI ,llffiCIH,T fll OPIRAII SYSlfM', AS DESIGNED. If NOllflCATION IS NOi PEKIORMED Tlil CONIRACTOR SHALL A\SUMI RFSPONSIBILITY FOR ANY REQUIRFD RFV!SIONS. C ELECTRICAL SUPPLY. 1. CONNt:CT POWER AND CONNlCIICJNS TO TH[ AUIOMATIC CONIROI.IIY AS INDl(AllO ON lHf- lll<AWIW,S 1 CON\ RAClOR SHALL COMPLY WITH APPLICABLE CODES AND ORDiNANCb l. CONTRACTOR SHALL COORDINAlf WITH OWNlR AND 01\IER IRAIJI', '0 HIIV[ POWI.R AVAllABlf ro flit CONlROllERS WHIN NEWED. IJ TR[NCIIING 1. 01(, TRI NCHFS STRAIGHT AND SUPPORT PIPE CONTINUOLSI. YON BOTTOM 01 rRENCH 1.AY Pll'l IC AN fVfN GRADE. FOLLOW lAYOUI INOICATFD ON DRAWINCS. /. Oll'TH Oi TR[NCiffS SHAll. BE SUffl(IENl 10 PROV\Df A MINIMUM co·,rn AbOVf lHf 10P Of THt Pif{ AS INDICATED IN PIPE DEPTH SEOION UNDLR !hf IRRIGATION PIPE ANO I ITllNG, Hf ADI NG E. IRRIGATION PIPE AND FITTINGS I. ASSIM81 IFS d INS!All NO MUL TIPll AIS[MBI II\ PROVIDF EACH A.111.MBI.Y Wi1 HITS UWN OUflll. b l'V( TO METAL CONNl:UICN ',IIALI Bf BY PVC MAI E THREAD ADAf'\[11 flTTIN(i SCR[W[tl IN[O METAi ff MAI.E f ITl \NI,. DR W Mi i Ill MAL, lHRf AD Al>AI'' 1 R f 111 !NC \(i{f wrn INTO PVC f !MALL f 1; IIN(, c TEFLON TA?f SHAl 1. Bf USED ON ALI. fl!Hf Allf D PVC 10 Pl/( AND PVC i O Ml fAI JOIN IS. d. 1(1 MOVE BURRS f ROM PVC PIPF fNDS PRIOR TO C.ONNICI IW, :11, SOL 'If Nl WI I DIN~. U'>f ',OLVENT MANUfAGURrns R(CO/vlMfNDATIONS fGR lllANINC, l'IPf ENDS PRIOR IO MAKING SOL VENT IVEttlUl CONNI C110N', e All PVC PRESSURf PIPE L" AND LARGLR, SHALL HAVf TIil CORRLCI 11/l[J CONCktTE IHRUST Bl OCK INST Al L[t) Al IV' RY ABRIi PT CHANGf OF Al IGNMENT AT BALL VAL VI.S, 41 flfS, AT fLBOWS, AND A1 lNIJS DF PIPE RUNS, AND WHlRfVIRFIHD CONlllllONS 01.CIJR Wfll(H REQUIRE ONF. RfHR 70 SAN DllC,C RfCIONAI STANDAHll DRAWINGS W 1/. W 18, AND W-19. SIZE AS FOR FOUR INCH PIPF FOR ·1 Hf MOST Rb IRIC!IVF SOIi CONDl!ION J 1'11'1 :JIPIIIS [Jf PTH 01 PIPE SHALL Bl SUFFICIFNT lO PRCVIDI. A MINIMUM COVfR MlOVF THL liJP Of [Hf ?IPf A\ I OllOWS UNLESS INOICATEIJ DlfflRLNII YON Df(AWINGS OR Al PER IIIY OB (()IJN,Y CODES OR RIOIIIRI lv\FNTS d. WMMERCIAL/INDUSTRIAl R[QUIRlMLN rs f. I Pl ANTING AllfA\ NON PRFSSllHf I INI\ -11·· :JI l.OVIR ( W OI COVER If l' 10 PIPt) NON-PRl',SURf. LINES -12" OF COVER 11w· or COVER If J· 11) Plf'I) PRESSURE LINES --18" Of COVER (24" OF COVER If 3" I.D. PIPF) i PAVED AREAS NON-PRESSIIRf I. IN[S IN SLEEVES 30" Of COVER l I_ INE CllARANCl a. POTABI E IRRIGATION I INF', SHALL HAVE A CLEARANCE OF 6" OR MOR[ fROM lACH OTHfR, ANO FROM 1.l~FS Of OTHF P THADES b. PARAl.lll IRRIGA I ION IINI.\ SHALi NOT Bf INST AL I ED DIRffTL Y IIVLR ONE ANOTHf R, NOR AGAINSI THI SIDtS 01 lHI IRfNUI. c A MINIMUM TEN FOOT HORIZONTAi_ SFPARATICN Of THE REGAi/ViED IRRIGATION WATER PIPFLINE SHAI I Bf M.~INTAINEG Al ALL IIMh fllOM A l'OlABl.l WAll.R PIPl, ~ANITARYSEWER PIP[, OR SlORM DRAIN PIPE d. THF RFCI. AIMED WA TfR PiPll.lNl SIIAI I Bl INSTM L [tl A MINIM UM OF ONf FOOT BfLDW 1 l-ll POT ABll WA HR PIPfl INf lHt RfU AIMI D WA II R PIPELINE SHALL ALSO Bf INSTALLED A MINIMUM OF ONE l·OOT AIJ(JVI ,i \ANIIAl(Y s,wrn 12 WHf.NA POTABlf WATfRilN( ANLlRIUAiMlDWAT[R LINF CROSS, THE RfCIAIMFD LIN( )ilALL Bl lN',IAlllD WIIHIN A PROIHIIVl SI.II-VI. 1111 Sl[[Vf. SHALL IKffN[J HI fH7 FROM EACH SIOE. fROM TH[ (UdlR I INf Of POTABll LINl. lORA lOIAI. Ol 201-lE1. REUAIMlD WAlfR PIPfLINf I\ NOi 0LkMIITEll IN lRt.NCHt.\ U'itll I-OR i'Oi Mll WATER OR Ol illR IKADb 4 fLUSHING AND ADllhflNC SY\"fM a. Al IER IRRll,ATIOI, Pll'IIINLS AND RISERS ARf IN PiACf ANO C:O~Nl<llil, .AND f'RIClP HJ INSI Al.I A I ION Of IRRIGAI ION Of IRRIGAT10N Hf AO\ OPLN I HL lUNf 1(01 VA, Vh Ar,tJ U\I A fUIL HlAll OF WAIIH 10 FLUSH OUT SYSTEM AfH.R TH[ SYSTIM I\ IIIIIROllt,\IIY l'lUSfi[[J. RISER SHAil BF CAPPEDOFFANDTHf SYSTFM PRFS\llkf HSILU b AOIU" VALVLS AND ALll,NMtNT ANO COVlRAGl Of IRRIGAIION H(ADS AO;U'>IMI NI\ MAY INOU[Jf (HAN(,FS IN NOLZLI. SIZlS AND Df(,R[ES OF ARC fllt'>l 1.IIAN(il\ \HAIL 8l MAlll W I HOU\ Alllll I IONAL COST TO TH[ OWNER. 081 AIN COVf llAl,f I hT APPROVAi FROM t.ANDSCAPF ARCHITfCT PRIOR lO PLANTING DH SffDINC c SYSTEMS RFQUIRINC IIU\HINC, \HALI_ A(COMMOIJAIE THE WATlR C,INIRAIID BY [Ht flUSHING WIIIJDUI EKO'll/JN OR DISTURBAWt 10 THE PLANTINt WAllR '>I\Al: Bl CHANNELED INTO ADJACFNl DRAINAGl STRUOUlll S (SWAI t, C,U 11 t R, l IC) WHI Rf POSSIBLE. s. HYDROS TA TIC PRESSURE TEST a NOTIFY OWNER'S RFPRf.SlNlATIVE 43 HRS PRIOR TO liYDROSTAfll PK[SSURf HSl. TFSTINC, SHAI I (X(UR PRIOR TO BACKFlll ING AND INSTAI I ATION Df ANY VAL VfS b NO TESTIN(, SrlAI I OUIJH, NOR SHAll ANY WAHR Bl Al I OWf.ll INIIJ ANY WS!Uv\ Bff ORE THf SOL VENT MANUFACTURER'S RECOMMENDED CURINl, I IMf HAI FI.AP\[t) c ll\7 All >'RLSSURI LINh UNDER HYDROSTAll( PRESSURI. Of 1)1 I !3\ l'I H \QUARI IN(H f OR NU\ LI So i HAN f OUH IIIIURS. Thl All NON-PRbSURL l :Nh IJMllH I XIS TING II Al ll PRE\Stli1f. d. 1r tlAKS DfVEIOi', K[PLMf JOINTS AND Rf PEAi !bl UNIIL SYSTEM I\ PROVEN 10 BF WfalFRll(;HT e, f URNISH Nf Cf \SARYFIJRCF PUMP AND Oill[R H \ I EOUIPMI NT IUENllflCATION TAPE. If PURPLE PIPE IMPPINTFD WITH WAHNINC, 11 N:"JT IN\IAI lfll WHERE. Rl.U .AIMI ll WA 11 .. R I, USU), l'URPll lDLNI If ICA TION TAi'l WITH Bl AIK 1.1111 HIN(, ',IAIIN(; "CAUTION RECLAIMJD WAHR DO NOT DRINr·, AND "PELIGRO ACUA IMPURA NU BLBI W \HAU Bf f AS] [NED Ti) TH[ TOP or TH[ PRF SSURE SUPPi y Rf CLAIM rn WA lr:R l'IPI. Rf ( I All,M: ll WA IL H WARNINl, f APES '>Ii All Bf. INSI ALLtD DIRECTLY ON TOP OI I Hl 1-'ll'f L ONl,I fll(IINAII Y AND '.:,iiAI I BE CENllRfll Hi[ WARNINC, TAPE SHALL Bf INSTALLED (()NIINUOU'>lY FOR fllf INTIR[ llNl.1111 Of I Hl l'RLI\URL SUPPLY Pll'L AND \HALL BE f ASffNlD 10 LACH PIPI I f N(, fH ~y l'l A\ II( I API- BANDED AROUND 7HF PRFSSlHF. SUPPLY PIPE WITH FASTENERS NO Ml\Rl IIIAN,; FFII APARI TAPING ATTAOfffJ TO THf_ SEl.flllNS OF PIPE BfFORf IAYINC IN fHE TRl:NCH SHAI L HAY\ II.Al', SUf f ICllNl IOR CONI INUOUS: OVI.RM:,E. 2 .A SEPARAfE RECLAIMED WATER W,\RNINl, . Al'[ SIIALI Bl INSTALi.ED TO RUN 1.0NTINUllll\1.Y Ii INCHES ABOVE PRESSURE RECLAIMED WAii H LINE ALL METHODS Of COLOR (ODf.O IDINIII l(AWH ANU/OI( TAPI DIFIERENTIATING IHE PR[)\IJR[ SUPPLY RFCLAIMEO WATER PIP!NG FROM IJIHI R UTILIIY llNlo SrlAIJ Bf WNSISTFNT THROU(,l'OIIT TliE SERVICF ARFA G. SLEEVE\ \llfVFS',HAIL BE AMINIMIIM i"ll IWiJ IIMI\IA',c,II! 111/\NPl'I ,JliV/IHI llilNl!ll II LNIIIN\ CNF PIPf P[R Slll VI. 1'11'1 \1/1 \HAI I Ill r MlrJIMUM J PIil ',iii.i/i llNDFr IXl\llNC ON IUI.M. l'AV,N( \HALI. ,sf llbl1\tll..) hllil( 10 l'1\VirJ1, CR Ill PAVINl,ANDSII/\LI IXilNli1F8fYONCIACliSlil,Uf PAVIMfNI 11\I IIHl·li\ t··1u1,c11111111 ANIJ ·w·· 1011 WAri.R Se1Al.l 81. ,11,Ml'Ll.l DII :Hl\1111) IN [II[ 1'1,\/,MLNT fllRfl_lLY /\B1IVI 1111 Si f. l Vl ON :J()I H Slllt \ or illl. Uilh\lll(, l. SllfVf ,M/\RKIR MIIMlil liA<Klll lO(.'.IINl, lAPI \HAIi HI 'N\1/•.lllll A,CNl, 1111 INlll(I 11~(,lll'.ll All 1111:1/1-\ ltlllHII\IY/\WW'·',,fl'II'. ,1 UJIIIRACIOII iHAI I Ill Ill cl'UN\\lll I I IIH ',111 VI', 1,<11 l_\11\\t \ llNDI H l'.1,VINI,. I ill!t:111,H WAI I\ Ir,:, 111\1 I\, i.lllllkWhl N()II fl I WIIFN 1\ l'lil,OIJI' WAIIH 1'111 1,NI) 111·111,Mlll l'Rl\\l:HI ',IJl'l'L Y WA Tm LIii[ (Hu',\ ·111 1'1(1 \\11111 \!JPl'I Y HI II AIMI I I i. lNI IIIAI ! Ill IN\ I Al I I I I WI 11,IN ·'- PHIITI Ci IV I \LI : Vl I Hf \ll .. L Vt •,HIILI I.XI i: NI; i '·· ' I If I Ill )M I 11111 \I :J1 . I HUM 1111 ( I N 11 H . INI Iii i'Ol/,btl IINF, ICl1.II IUIIII Ill }lllfl I H VALVL\ I HIMCIECONIROI VA1Vl'>IINlll'H1\,lll{l l(F1;1,C1,<1,.,HIMllil !ONIHlll l/i\lVI\ d. VAl\/r:\\H/111 Bi IIJIAIH:1N·,111111111'l1\Nll~l,Alll;\-,W·IIII! i':h',IJ"lil I) VAIVi\ SIi/iLi. lit 1_,11\lllPlll ICl,IIHIII WIII.HIVIII l'ih',IHLI ANll !N\l/•.11!11 iN \NlllVIIIIIAI V/1 .. Vl LIOXi\ c. Hl-lv10lf (ONlki)I VAIVI, IH/111 Ill Ill ',ICW 1l1f,INI, IJl\11,N, ANO .11,llllM/lili/\llY C: U\L IN 1111 cVFNI Ill l'IIWI HI ,\11.li!I rl. f<i:MIJII.CON!IH VIIIV]l\ll/\1.1.IJi ',I/ID IO"fl:IVI.H /\IJl()l11\lt l'Hl.\'>lWJ lllllllllNIIAI I lli•. l',,Ol'f R (ll'l.l!A I Ii JN e. WIIFR[ IHI l'IF',\111{1 Ai lhl HLM:111 CONllliil V/11'1I IXilllh ~:: l'\I (11111 1\1 IIIV/diON llll11P\ IIIJ. A f'lll',\UHI HLlil:I.INi., ·,11VI IIIAII Iii lhlil ii' llfl,111 \'l't JSUIU.\111:1 \l(,N 11 VI 11. I. VAIVl:.SSl1AI.L Iii /d>llhlfiJ,(;111/11 lilt W.ihl HIMiJII \l'lltJKIIHlll1\L',lll'IH.411 Ill 1:-11 l'kt\\li\11 lll1UMMINllll1 1,v 1111 IIIA\; MM1111MitiHlli. VAl0i', •--111\li \\\ AIJ I US TED \0 11 UNHJIW, IJI', fHll!I I IIIN l>I W~ 111! I', P.l '1'1 If [; IW I Hf \l'HINKI I h 111 :\ --''-I Ii I Iii Pl.AN I IN(, AHi ,\\ I Ok .Aili ll\lilVlllll/11 VAi \/r '.f, 11 M (J l'HOVIDF A PV1 UNION CJN i Ill I I( 1WN\ I Iii ,\M \lilt I ii I I II VAi 'II , 1 INNI I I 11N', \l l;\I I Ill MAlll IIOHI/ONl/\11 Y I BAI.I Vl,,1/1\ d. ll.411 VA.1.Vt','.IL\11 Bl ICltAlliilN\1\Hllhl'lldliNl,l\l'IA\WHfi<I 1'0',\\lill ll llAil VAIVI', 1111111 kl I~', l1lllil Iii IJIVll:I llf 1,IHl\,.\I\IIN ,v\llM 11·11:J WNIROLIAB!I IINIII, MIil Ill /\VIJIi> lll</\IN,NI l'lN\, HUN\ 111 l'll'll,1, 11>1/ ':/'·,IIM RITAlli\ c ll/111 VALVL\\<\AIL I\IIIAII ,\II IOOl'l'lll'ill1110li\'li Ml,,NIINI NIIVIIJlhl I IIIFCKVAIVI\ ,l. f'<l'VIIJI A MANIIIA:IIIHl.li llf,1/\111111111•.K V/11\/1 IN 11,:11 '.1111111; ill.Ill< <IN ,t,111 WIIIN A lv\MJ\IIAililhtl( IY,111111,1 (IIIIK V/11'/I I\ N<ll i\'11\llil.lili, i>ls Wl\1111 1111 \Y\11 M 1 11 V,\ ll:lfl i 1-IAN(,f IX. 1111', II N 111 I, l'HIIVIIII AN Iii I IN\ I 111 •.K ,Al VI 1111 1111" l<l',I II 01 t.A( I I ',Hl!l1H Ill,\\; Al, Clll llNI, I Ii Ii i 1\ll ', b. Pll.1,VIIJF A MMJl.11 /II I llill 11 IN\ I IJ 11 I) U ii 1.K V ,\I VI IN I .Ad I l"'Ui' Iii' I II ,\I) WI II ls II. MANlll,\CIUhll lN\lldlLIJ 11111! Viii'/\ I\ Niil t,vi\llAhll 1111 Wllflll Id, \'f,IIM l.i.lVAIIONCIIM\l,I IXtJf[l\fl(,I: ·111, 1'11:JVIIH l,N NL1Nl_rllli,'//1l'II :lN 1111 \WINI, 11:<\Nl ASSI.Mt\l v (,I I 1\1 II 11111' Ill' I 11 All A1 (lll{l)INi, 11) Ill f,\11 ·. 4 l'i(Jll"l.llW',IIUIOlf V.0.1 Vh d IXII\\H_CIW\IIUIOII VAIV1•:,11Atl Ill lNll,\illliWIIIIAli 11!,!l(,/IIICN\l'HAYlll/\\i'·. I Ji 1\iflJ A I 1:1" l'I '.I 01'1 ', Ill VI <,I IAll 11 l'I R ,\II l•lfl 7) I ii'.· 'Iii llrY 111 ·,illl lill •,ii I/,>!, N.All 11 ( I !NIU,I M/1NI IAI 1\1i1 i WI I lllfl IWli I Ii I i)I A f'I HII :i ·,IDI W,\I K I Olll(K ((1111'1,NL VAi V1 \ il ()LIi\ K 1111!1'1 'NI. V Al V' ', ',\IAI. 11·, I 'II A 1 · \; IN \I l\1,1·, l'i ,\Ni 1N1, ;\Ill,\\ Wfll 110 \'I J'i,11'1 . b. ()IIICK (I.IUl'IINI, V1\_iVh Ill/, I Ill c,, · ld'l'llilXIIM,111'/ Ii" !HOM W/\IK:,. 1111:,,'-, Hi.A!l,K\ OH l'A',1-11 Al(IAI WIIIHI ,\l'l'll1Al!li Vll)ll/11 1'11\IIIUIINI, 1)1 :)11111, ([JIHINC,V,\IVl',\111111 Iii \llill ·11/d llll·. llll"I l;U11,1<;[il'IIIIWl1I 111 1/F,\IIIIVI ',I°' I LI. i I I INI\I I i ,l•Al ll fl', 1 II 11 \iM I NI ll Al 1111 1111 I, I :I t·-, I ', I i\lll I\ 1, I) ,'.Ill I I ,\Iii IVI ,I ll.lllllN!\lll,i'./11:1 N\lli'.lilild•.1/1\ I Or1 rT ' i C M W D NO 92-309 '' /'~ :; 13 U 11 I '' DATI. ' ··-·· ! IN';l"LC roR [l/11[ --+----I -------------. LANDSCAPE IRRIGATIO, S0 Ec1·1cAnO~S FOR ---'--------·· ,._ -----t-~ ·----+------t 9? 023 12 1TB gs/2nd SUBMITTAL PRQJE;C1 8 A~G 91 o.i.n: BA W11111 tii,;h'. t\EV\\.IM 14\!ttl DAii \.i'i;.'ih!OO DATE INl'f'IAt. ENQINE:ER OF WORK REVISIOl\i DESCRIPTION DA l£ INlT!AL OTHER APPROVAL DATE INITIAL CITY APPROVAL 11THE VALLEY CLUB" LANDSCAPE IRRIGATION SPECIFICATIONS CONT. e. THE QUICK COUPLING VALVE SHALL BE OPERATED ONLY WlrH A SPEI.IAl COUfUR KfY WITH AN ACME TI-IRl AD fOR OPENING AND CLOSING THE VALVE, IN OHIJI H 1U PREVENT UNAUTHORIZED USE. Hi[ QUICK COUPllNC, VALVL COVER SHALL Bl LOCKING TYPE AN() Bl. PIRMANFNTI Y A TT ACHLD TO fHl QUICK-COUPLING VAL Vf 11 SHALL BE PURPLF RUBIJIR OR VINYi I. RECLl\1 MED WATER IDENllflCATION TAG Rf.CLAIM FD IRRIGATION WATER VAL V(S Of Al: TYl'fS '>liALL Bl iAGGED WITH IDENTIFICATION lAG\ N. BAlKfl LLING I DO~:)t BACKflll lHEPll'IJUINI\IINrll IHI.\Y'>EMIIA\BlfNPllhSURf lblllJANllA(tJPIIU 1 Mf(HANl(All Y COMPACT BA(Kflll IOR rRfN(ljlNCj IG LJIW D:.N\ITY f()IIIVALENI 10 ADIAiHJI UNDIS[URBlll \011., ANO MIi. i ADJACUH C,HADb WlltlOUl \UNKfN /\Rl:A\ HUMPS OR OfHfH lkkl Clll ARI TIES l PLACE 6" OR MORE i)f (U AN ,011, fkl1 Of IJUlRI\ ROCK, n:: AS INITIAL BACKFIii ON I'111',SURr SUPPLY l lll[S 4. f'LAlt flNl GHANllLAR "0AII.RIAI. WITH NO fllclll,N MAfTFl1 IM1<al'R HiAN 1/2" IN \i/F A, INlllAl HACKfll I ON All. NON P'lhSURf I INI S S l'l Alf A MINIMUM Of (,'' Of \/1ND ON Plf'l\ LO(Allll UNllrn MFA.S WHckf P/1VINC Wll I Iii IN'IIALLLIJ uSE SPFCII 1111 INI IIAL BACKil I. I ilH Hl.11/iAININC fll I A\ Nl_(t\,AHY 6 INSIALI. PIPINC, J;NLJL.K IXISTIN(, WAIKS llY Tlfl~C, OR 80Hll·K, 11 CUIIINC 0/; llr;i:AKINt, lll W/\1 KS IS NFUS\ARY, II SIIA1 I Bf OONI /\ND RI PLA<Tll AS A l'AI1l ,,, 1111\ lONlRAI f. IJIHAIN } ON[ TAG SHALL BE ATTA(HlD IO lACH VIII Vt )I LM DIRI.CI LY PUIMISSICN I fllJM OWN Ht, 111PRE\I NI A I IVI KIF Ofer PRU,LllliN., OR WITH PLASTIC TIE WRAP. J. VALVE/ PULL BOX 1. VAL VE BOXES SHAL I BE SET ONE HALF INCH i 1/2") ABOVE THE DESIGNA I [I) flNISH GP.AD[ IN I AWN ARlASAND IWOiNCHb (!"I ABOVI IINISHGRADL INGROUNDCOVFRAREA\ !. VALVE BOXES ADJACENT TU WALKS 011 PAVING SHALL NOT B£ IN,IALLrn IIICjHfR THAN IINI\H SURfA(l Of ADJACtNT WALK OR l'AVINI,. J. INDICATE ON VALVE BOX LIO tlldER PB fOR PULi. BOX, BV. IOR BAL VA,VL OR lHf IDENTIFICATION NUMBIR OF rHF Rf MOT[ CONTROi VAi Vf AND CONTROLLI R ( ! OCK L[lfl 11, SHAl .. l Bf l" HIGH. 1/2" Will[ AND BURNED INTO TH[ 1_11) WITH A SOllllRINC IRON OR Ull;RAVI Ll INTO [HE llD WITH A ROUTlR. K. SPRINKLER HEADS l I SPRINKLrn Hf ADS AND RISERS SHAl.I. Bf INSTAlllD ACCORDING TO DET All'> 2. IPAUNC, :JF IRRIC,ATION HEADS SIJAll NOT EXCEED MAXIMUM\ PlR I HE IRHIC,ATION llGl~D 3. INSTALL SPRINKLLR '!EADS" l" FROM ANYVlRTICAL SURfACF (WAI IS, r[N(L\ GUil IJINC\ Fl() 4. INSTALi POP Uf1 TYPf HEADS ADIACFNT TO WAI KS. PAVING, HEADERS, GLA/IN(,. ANO IOI' 01 RETAINING WAL LS TYPl(All Y I TOP Of POP UP TYPI HFADS ADJACENT TO WALKS OR PAVING SHALL NOT m IM,HFR 'fHMI f,Ni\1I SURF ACE Of AD JA(ENT WALK OR 0AV 1~1, 6 CONTRACTOR SHAU ADJUST ~JL IRRIGA!ION HfADS TO FUI.LYC:OVfR All PlANflNC, ARlA\ AND NOT THROW ON10 WALKS, 8lllllJINC\ OR WINDOW\ WHfRlVrn I'0SS1BLE lkRIC,ll'IJN WSTfMS SHALL NOT SPRAY WATER ACROSS SUBDIVISION BOUNDARY LINlS. Wl'f RE ON-Si I l f I' I D CONDITIONS REQUIRE CHANGES, IILADS SHALL BE ADDED OR Dl.llllll IN A(Cl!ROAN<J WIiii IHI MAXIMUM SPACING LIMITS FSTARI ISHED IN THf IRRIGATION LEC,ENO I'll'[ 'ii/IN(, SliAl.l Ill ADJUSTED A(CORDIN(j[ Y WA rm V[LO(ITY IN PIPES SHALL NOi lXlEED ', IEf l Pl:11 \lUJND, AND fl OW SHALL NOT EX(UO Rf COMMlNDlD MAXIMUM Of RlMOI f WNTROI VAL VI SI/I.. /. IRRIGATION HEADS WITHIN A UHCclll SHALL HAVE A UNIFORM PHLCIPllAflON RATE. IJO NCi INTERMIX DIFFERENT fYP[S OP BRAND\ Of IRRIGATION HEADS ON THE SAMt CIRCiill. RAIN SENSING DEVICES: RAIN \[NSING DfVl(b SHALL Bl INSIAlJlll PlRTHE MANUfAllURlk'S RLLOMMfNllAIION\ M. CONTROL WIRING: I INSTALi WIRING IN SAME TRENCH AS f>RESSIJRf SUPPLY LINES WHEHfVlH PO'i'IBI f 1 IHlRL SiiALL Bl flGrlfEEN iNUII', (18") COVlRAGl OI EARTH ovrn THI )4 VOL I rnNrnOI Wlflf. INSTALL WIRf IN IRIN(H AND IAPf 10 MAIN LINlS ON SIDE OF PIPf, WHlRl APPi IIABI F, Al Ill" INTERVALS .l NO SPLICfS SHAU BF MAD[ Bf TWFIN CONTROL LfR ANll AUTOMATIC CONlROl VA, 'If\ 4 All SPLICES SHAI l Bl fNCA\lD IN WAI lRPROOf CONNlOORS Pi R APPROVED MA 11 kJl,i s 5 PROVIDE TWOSEPARAI[ '>PAHi. C.ONIHOL WIRb 10 lAUI '>INGll VAi VI ORVALVl 11/iANlfOI O IA VAL Vl MANilULD II CONSllll:HfD ANY VALV[ GROUPING WHERE VAi VI.S /,Kl PLAll D NO I IJHI Ill H THAN .'l' APART\ two IPARF WIRh WHICH are I DOPED FROM VAIVf T:) Vlll Vi' ,ire NOT AlllPTABll. SPAR[ WIRl lNUS \IIAll BE llKAS[O IN WATHlPROOf CONNh.lOR\ 1'11( AiPRIIVH) MA I lRIAll. 6. r ACH INDIVIDUAL GJNTROI. I rR'\ CON'ROL WIRES SHALi Bf BUNIJLI I) ANIJ I APlD I IJl,f THI R WI 111 COLORED TAPf A, INHRVALS NOi fX([fDIN(, TEN flET (10'). CONTROLL,'R IDfNIIIICAIION IAl'f COLORS SHALL Bl Al fOLLOW\ CON mou ER (01 OK A BLAlK B RED i. TRENCH MARKlR WIILN CONllv\l.lOR CANNOT INSIALI. CONTROL WIRFS IN 1111 \AMI I Rf NCH 1,\ THf PRESSIJRr' SUPPLY LINf\ Al I DIRfCT BURIAi WIRES SHALL BE MARKI il Wlfll A CONIINIJill, RED COLORlD I HLNrtl MAHKI 11 l'I A', 11( lAPl PLACW NINF IN( Hf, 19"1 Bll OW I INl'ili[[) c;RAlli DIRfUI YAllOVf l!ll llUR,lD Wll,I 'i 8 IDENTIFY CONTROL WIRl', Wlill l'IRMANlNI LAllllS WHICH INDICATf lHl wmI·, CONIHili.ll., AND VAL VF MJMHI 11. A 11 ACH Wll1I l ABllS AT cONTROl l fR AND BOTH SIOL'> Of ANY \PLI( t. 9. IN LINE WIRE \PLIIJS SHALL 81' MADE ONLY IN PlJll BOXb OR VAL Vl BOXES 10. All WIRFS IN PUll BOXES SHALL BE LOOSE AND SllALL NOT COMl wIr~1N [HRH IN(llh I I') I ROM LID. BOXES SHALL BE SIZED ACCORDINGLY TO AcCOMMODAll THIS fll.)UIRlMI m II. WIRF CONNECTIONS NfUTRAI, PII or ANO \P.ARF WIRES SHALL Bf INSTALi CD WITH 1, I" DIA llY / O" LONG COIi.ED EXCf.SS WIRE LlNGIH Al EACH lNll lNCLOSUW, Wli•.f \PLIU, AND 100' ON CENTER 12 TESTING Al I WIRING SHAll 8f lf\Tfl) FOR CONTINUITY, OPlN UHCIJlfS, AND UNINHNIION,1I GROUNDS PRIOR TG CONNECTING TC EQUIPMENT fill. MINIMUM INSUi AIION Rl SISfANCf 10 GROUND SHALL BE FIFTY (SO! MlGAOHMS, ANY WIRING NOf MEUING THIS kfQUIRLMfNT SIIAl.l BE REPIACFD, AT !Hf CONTRAClOR'S fXPENSL s·r.02:3·~--12f-E09l:l.'?.r1(1$LJ8Ml'r1A.l ~ T 8AuG.=97 __ "iiAf~---DATE INITIAL 8/\ a<bft=,,=a ---Pf! I Ni t,.1 tE lttu IS ldNS P*INf bltE Af:Vi11bN$ ENGINEER OF WOR REVISION DESCRIPTION 0 AUTOMA 1 IC C ONTROU.ERS I 1I ll AlllOM A Tl( (ON I !mt I 111 SflALL Ill_ INS I /11 I Hl AT THf APl'l,I lXIM A 11 I OCA Ti ON ,I IUW~ ON THf i'li\N IN A MANNcH RIC UMMf NDD BY II If ~• ANUf AC lUH[ 1, , C:N I HM I OR ol l/,1 I 10NNL: I Ill MO[[ (l!Nll10L VAi Vh '() < IJN I ,mt rn TO (Dl1H['.i'ONIJ WI 111 I 111 ITAIIUN NUMlllR\ iN I 111 \l()IIUK[ ,IIUWN CN HII PLAN'.> ; I.Alli AU OMATI( ClifllW,ILIR .AND IIS A\'iO( AlHl I Qlll''M[NI \HAI I. Bl IDf NI If Fil WI I ii f, ,iC,N 8f ArilN<, I Ill. WOIIIY, 'Til Cl AIM i D WA 11 i' ll\l !If rn IRHl(,AI ION" IN [NCLISII & \l'ANl\h WITH 8:.AI.K I I. I rrns l INCII Hl(,II ON A l'URl'Ll BA( K(,H:lUNU II If ilC,N \l!ALL Bl, Pl A( tD \0 I IIA I 11 :. ~.N Ill if ADIL Y Ill N 8Y ANY 01'' llAflUN\ 1'1 R',ONNI I: UI I I/ING IHL lOUIPMf NI 3 CONIROIHR\ oi1ALL Bl. f'HUC,RAMMfll \0 WAIFlilNl; Wll I ~:ll Ifill.HI I.kl Willi ,U~'>ll!l!l llilN Ok NORMAi lhl 01 llif l'HOPFRIY 4. All L(KAI ANllOTHfHl\f'l'lll,\ml :C>lih\HAll. lAKl l'l!llililfKf INWNNti J:JNUI 1111 1111 VOLi lUHlil(AI '{RVli_L 10 IHI WNIROlllk OWN'R \IIAU l'HCJVllil l':lWiR 10 iHI ii.IN I ROl ,f R (ONfHAl I OlhHAI I CO/v\l'I I 11. I :OUK lll' Tll l H l:JNllilH, R ', UlNrROI MflJIANISM\ IOR MlliSTUHI: \IN,INC SYITFMI \HAI! 81 l\l(liMMUliMl.ll W'll·IIN 1111 ((!NTROl 11 RI NCI OSIIHL b. JNllSS\llC.lll(AII.YAl'l'RCiVfD8YIHI l'IANNIN(,lJll1fCIOH,All IUNIHOI UPUIII\\IAII Ill DfSICNILI Iii OPI l,An ON[ VAi VI Al A lrvt. P PRfSSURf RfUllAllON DEVICfl I IRl,\IJlll HH,ULAIION l!IVl<JS \IIAU Ill INSiAllllJ ON ANY \Y\I M', 'IVliH A ',IAlll II1II1 l'HI \\IJl(f Ar I I II l'OINT 1>1 WNNl ::t ION 1,1<1 A I rn lfll\N 8IJ l'\I IINI I \\ \Pl C lli!AU r I\l'l'hliVI II ISY r11I i'LANIIINC DIRII 'OR l'RI ',SIJl(f \HAI. 8l Hf Clll A !ID IO A PIH <,\LJHI Allli)UA I II IIPliiA I rHI 'l)UIPMI NI A I DI Sl(;Nfl) Phi.))lJRI, WI I H AI.L INU[:t.N 1111 ,\ND I IN! I OW\ I~: I UIJI U J i'Hl,\UIIL Rfc;uI ATICN )l'll(J\ \HAI.I Ill lN\'Al I ID AR(:>1I (,iiOUllll, IN .. INI WITi'I TIii 8ACKI I. OW PHf VINrtON tJl VU, \/.AKINt ONI UJMl'll II. A\SI Mlil Y l. A.lllihT PHL\\URI IIH)I, ATION lllVIU S 10 A(HlfVI E' l'\I V,Ul1I: IHA.N fill MINIMUM Iii 1111 Ol'fllAflON PRlS\URI-HIH IAUI IYl'I !JI ll!AD AT lrll III(,lllol \Y·,ll'il AWl/illi Ht,lit\l ANII I AR!,ISI \Y\lFM SFF li{RIC,\IIUN LFCIND 1111< llil I OWI\I Ol'lllfa.llW, f'HIS,llHt l',AN1,i UI iMII HAil lYPI rJ BAI KFLDW PREVENTION UNI IS R. ) BACKf l iJW l'Rl V •. M f 11 A ,ot M IJl.l,.S '>I RVIN(, l':H AliLI WAllR \I Al I Ill PAI Nll() f LA I BL Ai.KAND Bl I Cir.Al IIJ I~ SHRllR Alli A\ i INAl I IJCArIc:N ',IIAI I Ill Al'i'RC\/11) BY OWNlR'\ RFPHl'ilJ!I 11111/1 l'RIIIH IO IN\ I /Ill.A I ION BACK! I UW l'llf VF Nlf H P SSfM Hlll \ \I kVINI, II ( I .AIM HI WA I U! \ll/1II Ill' PAINED Plll(f'II Mil) :ll 111I1\IIII ,N SHRIIB AHl'N, IINAI I11<.A!IJN :,J,,0.II 'ii APPHCl/llJ IJY U'IIJP 1?,,d414-I ~1,-.(,1,e,, fl2.J011. To rN">T,o.U...-'fWN · l l[AN.IJP: IIPl)N CUMl'l.1II0~ ill' WOKK I,~ 1111\ Sfl llON, (l)NIIW lllh \1I1\I I llfMOVf AL, HIIBlll\II. fe?,\\H, ANll Dl'RIIIS Rt SUI I INC I W,M THI 111'1:HII' IUN\ til MOVI UNll',l i) f ,)i I1 l'M IN I MJU I/Vil', I Ml NI', OI \c llVICF: LI A\/I .. I. N 1111/ A!!l A INVUI. Vl.ll IN A. Nlfl. I fl.Ni I AC ( 11'1 Mill ((JN[il I IIJI, ',UC II A\ i tl M f I ' Hll Al'l'IKlV ,II CII I Hf UWNl.H'\ Iii l'lil \I Ill AIIV I C.M.W D. NO 92-309 f3 U I I __ I ' ' '' I----+ ---II-------·-- i :)ATE INITIAL I OTHER APPROVAL DATE INl:'IAL CITY APPROVAL IITL[ ___ _ DAI[ --c•-•-.,-•-••--•••-•-- Ri'VIE WI· ll 5y, INSPf.CTOR l)ATI '.31~~;1~] I LANOSC.~FE IRRIGATlm SPECIFICATIONS FOR ',. ···-··· . --·--"',""'" ... ,. __ ,,,, __________________ , __ _ ~~~~Bi~. ----JI sop"s~-~1i · ] 01~~~~~~,~l i -( I --___,,~--- • .... ' ..... """ 0 • 0 0 rr==-=.:_=_= __ =_=., __ ~=-"" __ -:-=-=-=-~~r'=~~=tt--~-------------------•- I MATCHLINE-SEE SHEET 33 I ~-1~----------------------------------------------J ◄ ◄ ◄ 0 0 0 0 • • ' ' T • H.P ◊ 0 0 0 ',. .. _.; I r· , r · i ,------·,-- ¢~=:;:;;=:;:;;=='.!::::-::::1J ___ T _ 't:. =:::::J; . __ :;_ __ ·· iy:-:-~---1-----: t!:;==;~ I I ' . "j 0 0 0 IE5l • lg 0 0 0 0 0 0 0 0 Ii 1c 0 :~ 0 \ lg 0 ' I ..... -·-----, ..... _ ....... ' ,, __ ,,~ 0 0 ' -., 0 • 0 0 0 Jg 0 0 0 lg 0 lg 0 •-r I I I I I I I I I I I I I I o I I I I I I I I ______ I 0 ~ C') I-w w :r: Cl) w w Cl) ' w 0 z: _J :r: 0 t-- <C ~ 0 ' l__ -~-----· ' I ' I ' 0 I ' I ' / ♦ ROOT BARRIER (TYP ) A 37 PLANT LEGEND Trees Symbol • 0 0 0 + Size 20' B.T.H . 36 11 box 24" box 36" box 24" box 36" box 48" box 36" box 48" box 24" box 36" box Quantity Botanical Name Phoenix canariensis Pinus canariensis Pinus eldarica Pinus eldarica Platanus racemosa Platanus racemosa Platanus racemosa Podocarpus gracilior Rhus lancea Tristania conferta Ulmus parvifolia Columns/Espaliers/Vines Symbol * NOTES: Size Quantity Botanical Name 15 GAL 15 GAL Distictus 'Rivers' Wisteria sinensis SEE SHEET 37 FOR PLANTING DETAILS & LEGEND SEE SHEETS 38 thru 40 FOR PLANTING SPECIFICATIONS KEY MAP ~ N.T.S Common Name Canary Island Date Palm Canary Island Pine Afghan Pine Afghan Pine California Sycamore California Sycamore California Sycamore Fern Pine African Sumac Brisbane Box Chinese Elm Common Name Royal Trumpet Vine Chinese Wisteria C.M.W.D. NO. 92-309 II AS Bu IL T II APPROVED FOR PLANTING AND IRRIGATION O~L Y, 1NCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ DATE REVIEWED BY INSPECTOR DATE ~g CITY oc:-CARLSBAD --+-+----------------t--------J--1-1-1 ~ PLANNING DEPARTMENT ~ ~ 0 0 4 8 1 6 ea 17.023 iHEB9a'2odSUBMITTAL 7'1PRd.,:;;,t""Cf-- S ~V 97 OATE" INITIAL BA 1lldR"""""'.------.. .. ma1N.--.1 b""lftn,rnEVIITTStt:ws....------7'lPRffiil,'l"li d""iltnll[rl"VlITTillJl!'lll<C--ENGINEER OF WORK REVISION DESCRIPTION TREE PLANTING PLAN FOR: "THE VALLEY CLUB" RECREATION BUILDING DATE INITIAL QATE INITIAL OTHER APPROVAL CITY APPRDV N_ OWN SY: __ PROJECT NQ_ DRAWING NO. CHKD BY•--SOP 89-18 361-9L RVWD BY, ----r,,t--- IU---~ I I 1 r---------,,..., --~-lj ...,. C') ~ w w I (I) w w rf) ' LlJ z _J I 0 I- <( ~ --- I I -· 1 I! 7 - I I I -F-~~------~----_ MATCHLINE-SEE SHEET 34 Ii ~----------------------------------------------~1 ' t 0 ¢ 0 ¢ -· -[ __ ----t::=--== u;:== l J;___, + 0 :.1 lg 0 g + + + + + + + + + r 0 ■ 0 ◊ ____ 21 0 0 0 \ 0 0 ,. ,. ,. 0 ,. ,. ,. ◊ ,. • . IQ 0 0 0 0 .... ' :r 0 0 -·-···-···"·-·"'""" -····-· ., .. -+ -·+ -·+ ~ + -+ -·+ -+ + + + + + + 53 4 8 1 6 ('J C') I- LlJ w I rf) LlJ LlJ rf) ' w z 0 _J I 0 I-<( ~ 0 ® 12 FEB9B/ 2ro SUBMITTAL .,.,Pk""b,,-,,lC i-1 -- 5 NOV97 BA 0 0 0 / , ( --- , , / // I I I r-F------ 1 ! I I I ~'I ♦ PLANT LEGEND Shrubs/Groundcover Symbol Size Quantity Botanical Name Common Name 0 1 gal. Bergenia cordifolia Heartleaf Bergenia 0 5 gal. Buxus microphylla 'Green Beauty' Boxwood 00 15 gal. Calliandra haemalocephala Pink Powder Puff 5 gal. Calliandra haematocephala Pink Powder Puff 0 1 gal. Ceanothus 'Joyce Coulter' NC.N 0 5 gal. Euonymous microphylla Box-Leaf Euonymus 0 1 gal. Heteromeles arbulifolia Toyon 0 5 gal. llex vomi1oria 'Nana' Dwarf Y aupon 0 1 gal Myoporu m parvifolium N.C.N. 0 5 gal. Phormium cookianum N.C.N. @ 5 gal. Phormium fenax 'Tom Thumb' NCN. 0 5 gal. Rhaphiolepis indica 'Clara' India Hawthorn 0 5 gal. Rhaphiolepis indica 'Springtime' India Hawthorn 0 1 gal. Rosmarinus officinalis 'Prostratus' Prostrate Rosemaiy 0(5) 5 gal. Rosmarinus officinalis 'Tuscan Blue' Rosemaiy 5 gal. Viburnum JaponIcum NC.N EB 15 gal. Viburnum Japonicum N.C.N. I . I From Sod Marathon Ill Turf NOTES. SEE SHEET 37 FOR PLANTING DETAILS & LEGEND SEE SHEETS 38 thru 40 FOR PLANTING SPECIFICATIONS C.M.W.D. NO. 92-309 APPROVED FOR PLANTING ANO IRR!GA ~ION ONLY, INCLUDING PRECISE LOCATION OF FLA[\ TING AREAS. "AS BUil T" TITLE _______ _ REVIEWEC BY, INSPECTOR DATE DATE ----+--+------------+-----+----+------+-------, ~ ! CITY OF CARLS BAO ~O ~ PLANNING DEPARTMENT ~ ~=:'...::::::=========:'...::::::===: LANDSCAPE PLANTING PLAN FOR: "THE VALLEY CLUB" RECREATION BUILDING APPROVED ... ASSIST ANT DATE INlilAL DATE INITIAL DATE INITIAL DWN BY, __ _ CHKD BY, __ _ PROJECT NO. I DRAWING NO. 7<0Dff"'1Wlw~--PGJNT bJfE i:1Evl'511N5 -"it=tN~t o=x,-, -•U9=B=to,,i=,-ENGINEER OF WORK REVISION ::JESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD 9y, SDP 89-18 I 361-9L .. 4 ◊ ◊ O} N t-w w :r: Cl) ow w Cl) ' w z _J :r: 0 I-◊ <( ~ ◊ 0 lo [g] I I I !gl .. I I 1 · ... I l I I ( I t I I I 0 I I I I I I I I I I I I I I I I I ___ __. 0 0 0 0 ( 0 0 • • • • ' 0 I • 0 - .!-2_~4--/-+J.A~--7 o I ' I ' ~--------------~ ~---16.~~,f.ii;~(,,¼,~r----------- ' 0 • ' ' I l I I i i I I I I ' ♦ I I 0 • • • • CJ SHOWERS -~,-·_ ~ I MOP SINK _.__ __ -.I POOL EQUIPMENT 521 sJ WOMEij I r· I I, -11 - • i5 [d -I MEN ~f BLANKET 0 ., . - • STORAGE 485 sJ MATCHLINE-SEE SHfET 33 0 / ·---·-· ··---·····-·"-· ..... ------ s,s,s RACKS 0 0 ---------- rn 4 8 1 6 I I ♦ -1-+--- • ♦ MATCHLINE-SEE SHEET 33 ROOT BARRIER (TYP.) 97.023 12 FEB 9812nd SUBMITTAL ~PH=OJ~~e I -- A 37 -" " --'I' J • • PLANT LEGEND Trees Symbol Size Quantity Botanical Name • ~o 0,...----.._ + 20' B.T.H 36" box 24" box 36" box 24" box 36" box 48" box + 36" box @ 48"box 0 24" box , ...... ~ \ l • i 36" box •-1: ., , ... .,,,,. .. Phoenix canariensis Pinus canariensis Pinus eldarica Pinus eldarica Platanus racemosa Platanus racemosa Platanus racemosa Podocarpus gracilior Rhus lancea Tristania conferta Ulmus parvifolia Columns/Espaliers/Vines Symbol * NOTES: Size Quantity Botanical Name 15 GAL 15 GAL Distictus 'Rivers' Wisteria sinensis SEE SHEET 37 FOR PLANTING DETAILS & LEGEND SEE SHEETS 38 lhru 40 FOR PLANTING SPECIFICATIONS "\ 'f-:,, '·\ ·..:. - Common Name Canary Island Date Palm Canary Island Pine Afghan Pine Afghan Pine California Sycamore California Sycamore California Sycamore Fem Pine African Sumac Brisbane Box Chinese Elm Common Name Royal Trumpet Vine Chinese Wisteria C_M,W.D. NO. 92-309 ''AS BUil T" APPROVED FOR PLANTING A\JJ IRRIGATION ONLY, I\JCLUDING PRECISE LOCATION OF PL.ANTING AREAS. TITLE ______ _ DATE REVIEWED BY: INSPECTOR DATE I sH3E"ET .' CITY OF CARLSBAD ~o +----+------,J----------------+---+--+------+------1 I PLANNING DE PAR TMEI\.T ~ J----+---t--------------+---+--1-------+------I TREE PLANTING PLAN FOR: "THE VALLEY CLUB" POOL AREA APPROVED ... ASSISTANT 6 NOV97 _____ t-----;c:-a-;:--t-;:-;;:;-;-:c---+--------------+---+------,1-----+------I , OWN BY __ CATE INITIAL DATE INITIAL DATE INITIAi. · CHKD BY: PROJECT NO_ DRAWING NO, o-.n ""'¾-xw~--AAINI DAft REvgjtiw$ --..plt""l111T....,,O.TI,i,TE,....,=Evl=s1o=,,-ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWJ BY:--SDP 89-18 361-9L ---------- fF------------- __ J 0 0 0 0 ◊ ◊ ◊ 0 ♦ ♦ ♦ ♦ ♦ ◊ ♦ ' I I I ... I I I I I ♦ ♦ ♦ SHOWERS Ge' i....,_ MOP SINK POOL EQUIPMENT 521 s.f. I I I ♦ ♦ -[J -- I ! WOMEl'irl .. I I ,~-~~ . ·-·~·- . ,_ - .. I .. ,. ♦ --·-· __ ,,_, , ······-···-· .• L ··-- -[] MEN fi8&7 BLANKET STO. MATCHLINE-SEE SHEET 34 0 ... ♦ STORAGE 485sf. 0 .. 0 MATCHLINE-SEE SHEET 34 5""'6 RACKS 4 0 8 • • ♦ 1 6 ♦ I I // II II fl ////Ill/ "///(//////!/// "//QH//li/1// ♦ ♦ ♦ ♦ ...,9ZRro~;i,,,cir---i2 FEB SaJ 2n0 SUBMITTAL 5 NOV i7 DUE -++--- • DATE INITIAL llA 'ioOA""'AiN.--------PAIi.fi DAIE kEVditi.iS ~P'M=iNT~O~iiE~itE=vt=s1a=,s-ENGINEER OF WORK • .. . . -. ., .. •- • . "; . . . . ,. \ ~·· ,it' --,f~, .. KEY MAP EB N,T S PLANT LEGEND Shrubs/Groundcover Symbol Siza Quantity Botanical Name Common Name 0 1 gal. Bergenia cordifolia Heartleaf Bergenia 0 5 gal. Buxus microphylla 'Green Beauty' Boxwood 00 15 gal. Calliandra haematocephala Pink Powder Puff 5 gal. Calliandra haematocephala Pink Powder Puff 0 1 gal. Ceanothus 'Joyce Coulter' N.C.N. 0 5 gal. Euonymous microphylla Box-Leaf Euonymus 0 1 gal. Heteromeles arbutifolia Tayan 0 5 gal. llex vomitoria 'Nana' Dwar! Yaupon 0 1 gal. Myoporum parvifolium N.C.N. 0 5 gal. Phormium cookianum N.C.N. @ 5 gal. Phormium tenax 'Tom Thumb' N.C.N. 0 5 gal. Rhaphiolepis indica 'Clara' India Hawthorn 0 5 gal Rhaphiolepis indica 'Springtime' India Hawthorn 0 1 gal. Rosmarinus officinalis 'Prostratus' Prostrate Rosemary 0(1) 5 gal. Rosmarinus officinalis 'Tuscan Blue' Rosemary 5 gal. Viburnum japonicum N.C.N EB 15 gal. Viburnum japonicum N.C.N. From Sod Marathon 111 Turf NOTES: SEE SHEET 37 FOR PLANTING DETAILS & LEGEND SEE SHEETS 38 thru 40 FOR PLANTING SPECIFICATIONS C.M.W.D. NO. 92-309 APPROVED FOR PL ANTING AN IJ IRR I GA T ION ON L Y, INCLUDING PRECISt: "AS BUil T" TITLE ______ _ DATE REVISION DESCRIPTION LOCATION OF PLANT1NG AREAS. REVIEWED BY: INSPECTOR DATE CT£] 2 CITY OF CARLSBAD ~ 0 PLANNING DEPARTMENT LANDSCAPE PLANTING PLAN FOR: "THE VALLEY CLUB" POOL AREA ..... APPROVED /4 /_//(/ . (/1/ ... ASSISTANT F't: AKNING DIRECTOR Lf 2/~ffii DTE 0ATE INITIAL DATE INITIAL OTHER APPROVAL Cl~Y APPROVAL OWN BY: PROJECT NO. DRAWING NO. CHKD 8Y: SOP 89-18 361-9L RVWO SY: ' I I I I I I I ! I I ' r I ' I I I ' I ' I i ' ' + I I I I I I I I j I I I I I l Ii I I ' . I ' I I I /1-t \ ( .. I ~~~l / I I i I I '✓ ,/ I I I I I I / I I \ \ ' _ __., \ \ - ■ ■ !::■ ~ -■ ~ o■ "Tl ~ OI ~ ■ ■ ■ ■ • •• - }. • • I--•• I I I I I I I I / • • • •o i ■ • ■ ■ ■ • ■ ■ ■ •• f 1 I ' ----- -.. ,,. +- •• f • • • • . : • • /----, I \ l I \ I '-/ _ __., MATCHLINE-SEE SHEET 35 ' .,, ,,. .. ~ 2: .• ~~ li.-+..~-----'--'-R0-=--0-=--T:.__::__:BA-'-'-R-"-R:.:.:I E:..:.R.:...:('--'-T-'--Y P'--'.'---) --+_:_:A---l ~ ~,·~ 37 ~t II .. .. f • i, • • . ,Is ' . I ' • -~ "" • ... • • • • ! --'" n "'~'"~ • • • • ;q :a ;~ . SEE SHEE1 29 '\ · G· ·(0. :·-~ ,C • • • 0 IC • • .. ""'\;;f"'"" :r • -----------• :z: • • • • J ------------ .. Q +-·-· .o ~ I • ~ • ' -·: • • • '"t , .. l±:::::=::±::========c::::::::i== " -1-•• ·• • I ' ., ··-: ·-♦ •. .; • I i .... a ' • I • • p I i ~~i . ' I ' . . • ti • ' a I • ' , I -;· . . . -·: "' - ' I ' I ' • L " .. 0 ' ' •, '• . ' . ' ' -,,,,_, ___ , ""-""'" _,_,, __ ,_ . SEE SHEET 31 j .r,:::::=:=========::::!.l . • •• ♦ ♦ ♦ • ---' / \ I 1 I / \ / , ____ .. . . . ' . . . ♦ ♦ ,-- / ' I \ \ ' \ I '-/ ---- rn i7.02S ~2 FEB 98/ 2nd SUBMITTAL -.,p14,n0JE"1C 1c---~ 10 20 40 5 NOV97 ' ' BA bR.41111 Mt1111 o,ritt REvistt:Ns L 1-' •• .. . .. ---, / \ I \ \ J \ / , _ _.. PRINT Olit RtViildNi • ' . . . ■ ■ PLANT LEGEND Trees t Symbol Size Quantity Botanical Name 20' B.T.H. Phoenix canariensis 36" box Pinus canariensls 0 24" box Pinus eldarica 0 36' box Pinus eldarica 24" box Platanus racemosa 36" box Platanus racemosa 48" box Platanus racemosa 36" box Podocarpus gracilior 48" box Rhus lancea 0 24' box Trlstania confer1a a 36' box Ulmus parvifolia Columns/Espaliers/Vines Symbol Size Quantity Botanical Name ... 15 GAL Disllctus 'Rivers' * 15 GAL Wisteria sinensis NOTES: KEY MAP El'l ~.T.S . Common Name Canary Island Date Palm Canary Island Pine Afghan Pine Afghan Pine California Sycamora CalifOmia Sycamore Cal~ornia Sycamore Fe•n Pine African Sumac Brisbane Box Chinese Elm Common Name Royal Trumpet Vine Chinese Wisteria SEE SHEET 37 SEE SHEETS 38 lhru 40 FOR PLANTING DETAILS & LEGEND FOR PLANTING SPECIFICATIONS A'.":JPROVED ~ OR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE _OCATION OF PLANTING AREAS. C.M.W.D. NO. 92-309 II AS Bu IL T II TITLE _______ _ DATE REVIEWED BY: INSPECTOR DATE fsHEE1l CITY OF CAR~SBAD ~ -----t---t----------------1----+--+..----1----, ~ PLANNING DEPARTMENT ~ ::==:'...':::==========:...==~ TREE PLANTING PLAN FOR DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL "THE VALLEY CLUB" APPROVED ASSISTANT DWN BY•--~ CHKD BY• __ RYWD BY 0 PROJECT NO. SDP 89-18 f-'zl-fY_ DATE DRAWING NO. 361-9L / q~ ~ "" ~ f 0 ~ (I , D 1' 11 ~ ~ I \ --- I \ I \ / - '- I \ " I \ \ I. ---T i : \ \ J \- \ ' I • • -• ■ I /"'" • • ----r T I I • • • • • ■ •• • • • • a.,_ • • + • • • 0 0 • ROOT BARRIER (TYP.) A 37 Ill \\ "" 'J. : -· ~ ' 0 0 0 ♦ ♦ ♦ [J / • ::r: • • • ., • -.~ • r- i 'S- .... • : I \ • I • ◊ NOT A PART ' . . ' -~ .-1-.---~~ . I! f I I' ['.,;,· I 1.i' • 0 • MATCHLINE-SEE SHEET 33 \ 0 1 0 2 0 4 0 ,,,9:p;;;%;t,..,e. 1---12 FEB 9S/ 200 SUBMrn AL 5 NOV 97 D_.,TE 8A 5k0df.i DATJ;: INITIAL ENGINEER OF WORK PLANT LEGEND Trees Size Quantity Botanical Name 20' B.T.H. Phoenix canariensis • 36" box Pinus canariensis 0 24" box Pinus eldarica 0 36" box Pinus eldarica <I> 24" box Plalanus racemosa • 36" box Platanus racemosa 48" box Platanus racemosa 36" box Podocarpus gracilior 4B" box Rhus lancea 0 24" box Tristania conferta 0 36" box Ulmus parvifolia Columns/Espaliers/Vines Symbol * NOTES: Size Quantity Botanical Name 15 GAL 15 GAL Distictus 'Rivers' Wisteria sinensis : ' -~.'I. ' .. : ; ; ,/ .._,___,,,. I"'"''\~"'\.·'"· ; I :t:.~•-:..--::;;;_.i.."',.~--.~ \ r, KEYMAP Gl i'I.T.$. Common Name Canary Island Date Palm canary Island Pine Afghan Pine Afghan Pine California Sycamore California Sycamore California Sycamore Fern Pine African Sumac Brisbane Box Chinese Elm Common Name Royal Trumpet Vine Chinese Wisteria SEE SHEET 37 FOR PLANTING DETAILS & LEGEND SEE SHEETS 38 thru 40 FOR PLANTING SPECIFICATIONS C.M.W.D. NO, 92-309 APPROVED FOR PLANTING AN C IRRIGATION C ~LY , INCLUDING PRECISE LOCATION OF ? L,b..NTl~G AREAS. II AS BUil T II TITLE _______ _ DATE REVIEWED BY: INSPECTOR DATE TREE PLANTING PLAN FOR· "THE VALLEY CLUB" APPROV~D t./-zl-9~ ASSIST ANT O,RECTOR DATE OWN BY: PROJ~CT NO. DRAWING NO. REVISION DESCRIPTIC'J DATE INIT(AL DATE INITIAi... CHKD BY: SDP 89-18 OTHER APPROYill CITY APPROVAL RVWD BY: 361-9L NOTES; GJ 0 III 9CJOT BALL SEE PIN..: FORCONTAINfq Sli'E 2 t--- ~T 8P.~~1eA. WIG RAVEL BtiCKFlll,SEE V.NTING SPECIFIC,1,T:OIIS llOOTBARRIER SHALL 3E LCCAtrn ::>AFtA,_LEL TO AL,_ ~AV!i\G su;,FACE8 il.S REOUIREC 8- IJ:h ' 0 ! I I l----.r---····• 0 ,. ,.------; 3 i i 0 WATF,1-aASIN 0 \JUI.CH I-~OUIR:□, SEE nANTIM3 si:iwi:1CATl!)NS 0 °,NISHGi'\KIE 0 Cl!P:BOllPAVIN3 0 WIDTH EQ\J,l,LS TWICE T-,: CONTAif'.JE~OIAM['l'tR 0 ::,,_ACE ROOT SA.LL ON NATIVE GR.AO~ ~ •ERTILIZER T J\~, SEE PLANTING l"iSTRUCTIOM3 ROOT BARRIER ---------------® [!Je-----"-"C,- 0 · · ~--~· --··· 0--~ 0- N0fES [:J LAVER OF MJLCH (SEE PLA '-!TIN(;, SP~CIFl:A T,O\J..."i FOR ,:JEPTH) fltEP M,_-LC-1 ~• AWAY FROM BASE Of l;;,EES 5 ·'.;,Ai AND SMAUER, 6" M✓!\Y f'.'ROM SAA( Of YP:l'.tS 1) GA~ ,.:~JD LARGER WATER BASIN (6' HEIGHT! ,cINIS1-JRAOF AMFNDFD l;!ACKF 11.1. f-l.ACf RO'JTEJALL ::_!N NAi'lvr SU8MADE • MAGINARY LINE 8ETWEEN STAKES ANOTF!EE [J 0 I!] B s SHAU !:IF ;:,AfiAl.lf.l '10 O~EVll.tl.•~IG WINO D'RECT:O\ LOD'JE PQLf ST Al<:E {SEE PLANTING SPECIFCA nQNS\ ~LAC( .Gt Ci!JTS!DE EDGE OF RQQT6A~1. -op OF STAJIE SHALL NOT EXTFNI, ~0 CROWN OF fH!:E. 8~AGK PLASTIC Cl~'.:H-TIES WIT!-QNE TWIST NAil.ED TQ ST .11K~S WiGALVINllEO A00flN(; 1'$J.IL WRAP lCOSi':L )' TO rncc ROOTB.11,Ll .. Si=F Pl AN FOFl '.:QNTAINER SIZE ·,(ff:> CROWN 1 ~ A80V:C FINISH G~ADE v: C0N1tdN~R SIZE TREE STAKING ---------------© NO ASSIGNED ---------------® NOTES: [:] LAYE:ROFMIJLCH~E ;,LANTI~ □ RUBBER GARDEN HOSE SPeCI~0.ilONS OE=F'TH) l<r'l:'P MULCH :l" AWAY FAOM SASE'. OF TAEES I!] 12GA. OAf.V. WIRE (NOTTO BE SPLICED) 5 GAL SIZE AND SMALLER. 6' AWAY 3JE" 09 5116" 0.1"1. X .00~ wr FROM. SA!iE OF 'l'Re:ES 15 GAL ANO LAAGEA POLYETHELENE TUBING er WARD Mm. 0 rEP,'flllZE.R T161.ETS PE~ SFE:CIFICATIONS (714)681·5055 I!] KE;EPCFOWN 1'·2· AOOVE ~ WA1ER SASIN (6' HE~HT) FINISH GRADE B ROOT8ALL. SEE PL.AN FOR [3J •INISH ~AA□e CONTAINER Si:ZE 0 AMENDED BACKFILL MIX ~ 2X CONTA!NER SIZE I!] PLACE R00t8ALL ON NA 'rl'VE SLMRAOt El 2" X4' X3'--0'LON0Aw0 IJOO~N • r.11N. 3 GUV WIAE;S j:leFI SF'EC1MEN. RA~E 611,S!NS s~oon, PRIOA iO SEEDING. TREE GUYING ----~---------------,@ I= 111-1 II 1-------+, ~ 111 111-1 I ' ~-.... -~---- NOTES [] SHRUB 0 f<EEP CflOV,lN 1' ABOVE FINISH GR,11,0E 121 FINISH GRADE [:] FERTIUZERTABSPER SPECIFICATIONS □ AMENDED BACKFILL PLACE ROOTaALI.. ON NA I IVE SUBGRADE (SEE SPECIFICATIONS) 2X CONTAINER DIA. (1:r 'i4!N. FOR LINERS) LA YER OF MulCl't (SEE Pl.ANTING, SPECIF I~ rONS FOR JE':PTH} KEPMULCH3' AWAY FROM BASE Qi'" SHRUOO 5 ')Al. ANDSr-JAL~ER SHRUB PLANTING --------------® Ol-------~ ' ~ ,,.,, ,ffilll ,~ mlllflllbJ l+El+I =Ill II= 1~111-:::11t' NOTES; SHRU8 ORfGIN,',l GRA.DE FERTILIZER T,a.BS (PEA S~CIF!CATIONS) OONT AINER DEPTH (1~ MIN. FORI.INERS) Pi..AC~ flO(JTBALl. ON NATIVE SUBGRAOE (SEE SP~IFICAT ONS) 2XCONlA1NEA 01/1.. 112'' tillN. FCR LINERS) I.AYER OF MUU::1-1 (SEE PLANTING SPECIFICATIONS FOR DEPTH) Ktl:P MULCH 3" AWAY FAQij 9.A.SE Of SHRUBS 5 GAL. AND SMALLER. SLOPE PLANTING ® --------------F 97.023 P~oJECt 8AUG 97 • BA DRAWN 12 fl:::B 98/2fld SUBMITTAL PRINT t)ift RlvlSIOi.ls MINI Lill[ ktVlii(M> DATE PLANT LEGEND Trees Symbol Size Quantity Botanical Name Common Names Remarks (Min. Ht & Min. Width) 20' B.T.H. Phoenix canariensis Canary Island Dale Palm 20' B.T.H. • 36" box Pinus canariensis Canary Island Pine 15'>< 6' 0 24" box Pinus eldarica Afghan Pine Standard 10'x 5' 0 36' box PInus eldarica Afghan Pine Standard 1S'x 8' ~ 24" box Plalanus racemosa California Sycamore Multi· Trunk 12'x 5' • 36" box Platanus racemosa Calnornia Sycamore Mulb-Trunk 16'X 8' .. 48" box Plalanus racemosa California Sycamore Multi-Trunk 20')( 10' • 36" box Podocarpus gracilior Fem Pine Standard 13')( 6' 48" box Rhus lancea African Sumac Multi-Trunk 14'x 10' 0 24" box Trislania conferta Brisbane Box Standard 12'x5' n 36" box Ulmus parvifolia Chinese Elm Standard 15')( 8' ,_., Columns/Espaliers/Vines Symbol Size Quantity Botanical Name Common Name Remarks (Min. Ht. & Min. Width) ... 15 GAL DISTICTIS 'RIVERS' Royal Trumpet Vine Staked * 15 GAL WISTERIA SINENSIS Chinese Wislerta Slaked Shrubs/Groundcover Symbol Size Quantity Botanical Name Common Name Remarks (Min. Ht. & Min. Width) (!j) 1 gal. Bergenia cordifolia Heartleaf Bergenia 0 5 gal. Buxus microphylla 'Green Beauty' Boxwood 00 15 gal. Calliandra haematocephala Pink Powder Puff 5 gal. Catliandra haemalocephala Pink Powder Puff @ 5 gal. Euonymous microphylla Box-Leaf Euonymus 0 1 gal. Heteromeles arbutifolia Toyon 0 5 gal. llex vomitoria 'Nana' Dwarf Yaupon ©0 1 gal. Myoporum parvifolium N.C.N. 5 gal. Phormium cookianum NC.N. "@ 5 gal. Phormium tenax 'Tom Thumb' N.C.N. 0 5 gal. Rhaphiolepis indica 'Clara' India Hawthorn 0 5 gal. Rhaphiolepis indica 'Springtime' India Hawthorn S"x a· 10"x 8" 36"x 30'' 24"x 18" 10"x 10'' 12"x 10'' 10"x 10'' 6"x 12" 18"x10'' 12"x 8" 12''x 14" 12"x 14" 0 1 gal. Rosmarinus officinalis 'Proslratus' Prostrate Rosemary 0(5) 5 gal. Rosmarinus officinalis 'Tuscan Blue' Rosemary 15 gal. Viburnum japonicum N.C.N, EB 6'x 12" 15'1x 811 36"x 30" 5 gal. I l From Sod Viburnum japonicum N.C.N, 24"x 18'' Marathon Ill Turf APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLLJOING PRECISE LOCATION OF PLANTING AREAS. From sod Turf C.M_W,O. NO 92-309 II AS BLJIL T II TtTL( _________ DATE REVIEWED BY: INSPECTOR DATE LANDSCAPE PLANTING DETAILS & LEGEND FOR: DATE INITIAL INITIAL "THE VALLEY CLUB" APPROVED ASSISTANT DWN BY, __ _ CHKD BY, --- DIRECTOR PROJECT NO. DRAWING NO. ENGINEER OF WOR REVISION DESCRl~'TION OTHER APPROVAL CITY APPROVAL RVWD BY, SOP 89-18 361-9L - LANDSCAPE PLANTING SPECIFICATIONS 1. SCOPE: PRU'/IDE lAllOR. MA I lRIAI S, TOOi S. PERMITS. TAXt', ANO Al I OTHER (OSTS rQNSIDER[ ll AS NI. CES\ARY TO COMIUT[ PLANTING WORK AS INDICA'EIJ AND SPfClflEO WllHIN THFSE PLANS BY BURTON ASSO(IATlS. 11,E INS lAU PTION SHAL.l Gl COMl'l Fff IN EV FRY R[SP[CI TO !HF SA TISf A(llON 0' THF OWNER 2. GENERAL CONDITIONS: 3. A C D F r II M N 0 THE ( ONTRAi rrm SH,\[ I Rf t lCFNSED OR ClRl [Fifi) BY TH[ ST A.I [ C)f (Al IFORNIA, FOR lHf TYPF OF WORK SIIOWN ON THf "I ANS THf CONTRACIOR ',[1ALL CARRY Alt NECESSARY CCJMDfNSATION ANll l.lABII ITY !NSURANU: 10 mvrn HIS WORKI .. R\ AflO INSTAI 1.AllON SO AS 10 0'ffR FUU. PROllUION TO ffE OWNLR IHOM ANY POSSIBLE [)1\MAGE SUIT OR L 11.N ON Ill' OWNER'S PROPERIY I OCAI_, MUNICIPAL AND STA'I CODfS, LAWS, RULlS AND RFGlJ! ATIONS C,OVH,NIN(; OR RELATIN( ro ANY PORIION Cl IHI\ WORKARF HFRFRY MADE A PART OF THESE Pl ANS AND SPE(•IICATION\ TH[ PLANTING D[\IGN AS INDl(ATtD ON lllf Pl ANS IS OIArnAMMATI( SCA! !I) DIMFNSIONS ARf APPROXIMA If 1/IRTY Al I SIH CIMHSIONS PRIOR TO DROC[[()INC, WITH THF WORK. DC N(Jl PROlll I) WI IH ANY WORK \'IOU,ll I HfRf BF ANY UNKNOWN OB\TRUnlONS. C,RADf lllf FFRfN(f\ OR [)[\IRFPANCIF\ FOllNI) ON IHl ,ITf OR ANY Dl\(REl'ANCIES WITHIN Ti![ FLANS IMM[()IAT[LY GRING DIS( R[PAN(l[S ro THE A fTlN! ION OF THE OWNER'', Rf PRISENTATIVE. If NOTIFICATION IS NOT PrHIOl,MFll fHt CONIRAGOR SHAI I A\\UMf f!JLL RESPONSIBILllY IOR NLCESSARY REVISIONS. lHE CONTRACIOR SHAI l NOH Al L FXISTINC, fl NISH GRADES PRIOR 10 COM MENCi% WORK Rf<;TORF FINISH GRlll)l', (JIANC,rn nliRIN(; 'Hf (0'.JRSI OF THF WORK TO CRIGINAL CONTOURS DR INHNnrn <ONfOURS WHFRf 0RAOl(AI Tiff. INS1PUCIIONS TO RIDDI R\, fROM BURTON ASSOCIATES, SI IAI I BF (OM Pt E 1 ED ANII RFTIIRNF II TO THf. OWNI R', Rfl'RFSFNTATIVE WITH THl BID RY !HF ((W!RAU!JR AND SHAll. Ill A l'ARl 01 HIFSf P: ANS UlNfRACfllR ,1•1,,.ll NOlll YI ANll'ii\Pf ARCH 1TECT Of AB'iNfF or INSTRUCIION TO BIOIJER\ UPON AWARll CW TH[ CON fRACI, I Hf UJNTRACTOR Si !ALL IMMEOIAT:L Y I.OCA H, ORDf R ANO PcRCHASL, OR HAVE HFHI, ALI. Sl'[Ufllll PLANT MATERIAL EXCLUDING PRE \El[CT[O Pl ANT MATERIAL TH' SITE SHALL Bl KEPT Cl.LAN AND FRH 01 EXCESS! Q!;IPM[NT, MAfERl,\I\ AND RIIB8NI INCIIJHHAI 10 flil WORK DURING THF CONSTRUOION ANO MAINTENAN(l l'lRIOD JHF OWNER', REPRI.StNM I IVF SHAI 1. HAVE THE RIG Hf -o MAKF MINOR UIAW,fS IN THf PLAN! INC, DlSIC,N ANlJ INSIAL:A'ICJN .AT NO Afl[JIHINAL CIIAR(,f PPIOR ro EXIAVAflON 'OR Pl ANTIN(; OR PLACINC, Of STMF\ LOCATF UTILIT!fS. [L[Cl',IC (i\BI F\ CO~DUllS, SPRINKU.R I !NL\ HFAfJ\ VAL 'JES. AND VAL Vf CONlROL WIRF\ SO TH/\T "ROl'LH 1'81:CJ\ UTIONS MAY Bf !AKEN NOT TO DAMAC;f SIIUI IMl'ROVFMFNT\ IN TH[ LVFNl Of A C.UNILIU BfTWfFN SUCH LINES AND Pl A.NT LCJCATIONS, PRCMl'lLY NOTIFY THE LANDSCAPE ARCHITECT lO /1RRANGf FOR REli.l(J\i\ON Of ONf OP. THE OlHlR. fAILIJRL ro FOLLOW THb PROCFDIIR[ PLAClS THf R[SPQN',lflllll'/ ON THF CONTRACTOR 'ORM AKINC RFPAIRS Al HIS lXf'ENS[ FOR IJAMAGlS Rf SIii TING fRDM WORK H[RFIINOfR NOTII Y I AN[)S(APf: AROliffCT IN WRITING OF SOIi CR OPAINAGl CONDITIOflS [NCOUNllRfD OURINC, PIANTIW, IIPIHAIIONS Wf!l(H ARf l)[TRIM[NTAL TD Cli0WTH or PLAN! MATfRIAI. SUBMITTALS: A. SOILS ANALYSIS: l. Af TtR POUGrl GRADINC;, SOil SAMPLES SHALi Bf TAKFN fROM ENCIK,H LOCATIONS ON THf SITF TO RLPRbENT A.N AIJFOUATE CROSS SECTION Of CONDITIONS. 2 SIJBMlf SAMPlfl TC '\OIL AND PIANT LABORATORY', 1\94 NOR:H MAIN \fRFfl ORANGF, (ft 9)MI, 'ORSIIII !VAi llA.ll)N l RFOIIIIT Th!IN(, fOR M,RICIIITIJRAI IERTIIITY .AND IUITABllifY !TFIT NO. A1I\I 111[ TFST SHAl.l iNIJll.Alf RUT Nl'T 8[ LIMllc[) TOTHF rou OWIN(, I b (. d. ORGANIC MATlFR CONTENI N, P,K pH [C l()!L Tl XlURf (SIL f, CLAY, \ANDI WRITTfN R[COMMINilAIIONI FOR \OILS AMFNDM[NT, HYDRO\PRAV. LEAC~ING AND PO'T MAIN II NAN( f ff infl lZA TION PROGRAM\ COl'lf\ 01 fHf Rfll/111 AND Rl(()MMfNIJAl'ONS Of IHI SOIL TEITINC, IAWlRAFORY \HAIL Bf SUBMITTFn TO ANO APPROVUJ BY fHF LAND\iAPl ARCHITFCT, OWNLR', illTl<f\fNTATIVf, ANO TH[ CITY 4. R (. D. 5. 2. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE 51 ART Of CONSTRUCTION AND SHAl.l Bf COME A PART OF THE APPROVED PLANS IM PORT TOPSOIL THE CONTRACTOR SHALL HAVE OBTAINED RESULTS FROM SOIL TESTING TO DETERMINE IF SOll IS TO BE IMPORTED, OR If ON SITE SOIi. Will BE AMENDED. a. FURNISH THE SOURCE Of IMPORTED TOPSOIL TO THE OWNER'S REPRESENTATIVE FOR APPROVAi SUBMIT TEST RESULTS AND SCHEDULE OF RECOMMENDED SOIL AMENDMENT ADJUSTMENTS TO OWNER'S REPRESENTATIVE FOR APPROVAL PLANT MATEIIALS: 1. SUBMIT 3"XS" OR 4"X6" COLOR PRINT PHOTOGRAPHS 90 DAYS PRIOR TO INSTALI.ATION TO THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVF Of EACH SPECIFIED TREE, SHRUB, ANO GROUNDCOVER TAKEN AT THEIR SOURCES FOR APPROVAL. THE PHOTOS SHALL BE Of THE PlANT MATERIAL TO Bf Dtl!VEREO TO THE JOBSITE. All PLANT MATERIAL DELIVERED SHALL BE Of EQUAL OR BETTER QUALITY AS THE PHOTO GIVEN AS A REPRESENTATIVE SAMPLE. 2. IF ANY PLANT MATERIAL SPECIFIED IS NOT OBTAINABLE, SUBMIT A WRITTEN SUBSTITUTION REQUEST TO fHE LANDSCAPE ARCHITECT DURING TH[ BIDDING PERIOD. wmTEN GUARANTEE: l. All TREES SHALL BE GUARANTEED, IN WRITING, TO LIVE IN A HEAi THY CONDITION FOR l YEAR FOLLOWING THE DATE Of COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD. THIS DATE SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE AT THE TIME Of THE FINAL MAINTENANCE WALKTHROUGH. 2. 1 4. All. PALM TR[[S SHALL BE GUARANTEED, IN WRITING, TO LIVE IN A HEAi.THY CONDITION FOR 2 YEARS FOLi OWING THE DATc Of COMPL[T[ON Of THE SPECIFIED MAINTENANCE PERIOD. THIS DATE SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE AT THE TIME Of THE FINAL MAINTENANCE WALKTHROUGH REPLACE DEAD, DAMAGED, OR UNHEALTHY TREES, PER THE ORIGINAL DETAILS IMMfDIATEIY UPON NOTIFICATION BY THE OWNER'S REPRESENTATIVE. (THIS Will BE AT NO COST TO THE OWNER) REPLACEMENT TREES SHALL MEET THE SAME SPECIFICATIONS AS THE ORIGINAL TREES. REPLACEMENT TREES SHALL BE GUARANTEED FOR l YEAR, 2 YEAR<; FOR PALM TREES, FOLLOWING THEIR INSTALLATION AS DETERMINED BY THE OWNER'S REPRESENTATIVE. All SHRUBS, VINES AND GROUNDCOVER SHALL BE GUARANTEED FOR THE LENGTH OF THE MAINTENANCE PFRIOD. STATEMENTS OF CONFl™ATION: THE CONTRAGOR SHALL SUBMIT TD THE OWNER'S REPRESENTATIVE, THE FOLLOWING ITEMS: l. SUBMIT, AT TYE TIME Of DELIVERY, INVOICE STATEMENTS FOR ORGANIC AMENDMENTS AND FERTILIZERS CERTIFYING DELIVERY TO THE SITE AND QUANTITIES BY BULK AND/OR WEIGHT. 2. SUBMIT SUPPLIER'S STATEMENTS OF CONFIRMATION RECORDING COMPLIANCE Uf ORGANIC AMENDMENTS AND FERTILIZERS WITH THESE SPECIFICATIONS 3. SUBMIT CERTIFICATES FOR THF FOLLOWING ITEMS UPON DELIVERY TO THE JOB SITE a. QUANTITY OF COMMERCIAi FERTIU7ER AND ORGANIC f(RTILIZER b. QUANTITY OF SOIL AMENDMfNlS. c. QUANllTY OF SFED d. QUANTITY Of OTHER SOil ADDITIVES PER AGRONOMIC SOILS TEST REPORT 4. SUBMIT WRITTEN CERTIFICATF Of HYOROSEEDING. 5 SUBMIT WRITTEN CERTIFICATE Of DELIVERY Of CONTAINER OR BULK MATERIALS. 6. SUBMIT WRITTEN CERTIFICATE OF QUANTITY AND QUALITY Of PLANT MATERIALS. MATERIALS: A. GENERAL: PROVIDE MATERIALS OF BEST QUALITY OBTAINABLF WHICH COMPLY WITH THE Pl ANS. ) NO SUBSTITUTION OF SPECIFIED MATERIALS SHALL BE MADF WITHOUT WRITTEN APPROVAL OF THE OWNER'S RFPRFSENTATIVE B. (. D. F. G. IM PORr SOIL: THE CONTRACTOR SHALL HAVE OBTAINED RE SUL TS FROM SOIi TFSTING TO DETERMINt If SOIL IS 11 BE IMPORTED OR IF ON SITE SOil Will BE AMENDED. 1. IMPORT SOil SHALL BE NAlURAl FERTILE, FRIABLE SOIi FR[F Of ROOTS, CLODS AND STONFS LARGER THAT 1" IN DIAMETER, WEEDS, STICKS, BRUSH, OTHER LITllR, ANO INFESTATION OF UNDESIRABLE INSECTS, AND PLANl PATHOGENS SILT PLUS CLAY CONTENT OF SOIL SHALL NOi EXCEED 15% BY WEIGHT WITH A MINIMUM 95% PASSING lHROUGH A 2.0 MILLIMETFR \IFVE. 2 SAi INITY: THE SATURATION EXTRACT CONDUlTIVITY SHAU NOT fXCEED 3.5 MILIMHOS/CM AT )\0 C 3 BORON: THE CONCENTRATION IN THE SATURATION EXTRACT SHALL NOT EXCEED 10 PPM. 4. 5 SODIUM: THE SODIUM ABSORPTION RATIO (SAR) AS CALCIJl ATfD FROM ANALYSIS OF SA TU RATION EXTRACT SHALL NOT EXCEED 4.0 PPM. SAMPLES Of THE IMPORT SOIL SHALL 8£ SUBMIHED TO THE 'SOil AND PLANT IABORATORY' fOR ANALYSIS, INTERPRETATION, AND RFCOMMENDATIONS CONrRACTOR SHALL SUBMIT A SOIi S REPORT FROM TH[ SPECIFIED LAB TO THE OWNfR'S REPRESENTATIVE FOR APPROVAL PRIOR TO SOil USl ON SITE POT MIX: SUPER SOIL BANDIN! #105 ROD MCLELLAN COMPANY BANDIN! FERTILIZER COMPANY GOLD CUP BUTLER'S Mill INC SAN DIEGO RAISED PLANl'ER FILTER Bl.ANl<ET: ENKADRAIN, NO. 9010 AMERICAN EXCELSIOR COMPANY ORGANIC AMENDMENTS: l. 2. 3. 4. DERIVED FROM WOOD OR llARK, GRANULAR IN NATURE, STABILIZED WITII NITROC.fN, FORTIFIED WITH MINERALS AND HAVING fHE FOLLOWING PROPERTIES PARTICLE SIZE: a MINIMUM 95% PASSING A 4 MESH SCREEN. b. MINIMUM 80% PASSING AN 8 MESH SCREEN. NITROGEN CONTENT: (All VALUFS BASED ON DRY W[IGHT) 0.5% FOR REDWOOD ,AWDUSl, 0.7% FOR FIR SAWDUST, LO% FOR CEDAR SAWDUST, l 0% FOR FIR OR PINE BARK. PINE SAWDUST IS NUI ACCEPTABLE. SALINITY CONDUGIVITY 3.5 MILLIMHOS/CM AT 25'C OR I FSS AS DETERMINED IN SAIIJRATION FXTRAG CONDUCTIVITY. ORGANIC CONTENT: MINIMUM 90% BY WEIGHT. FERTILIZERS AND MINERALS: l. PROVIDE COMMERCIAL FERTILIZER: UNIFORM IN COMPOSITION, FREE·HOWING, SUllABll FD, APPLICATION WITH APPROVED EQUIPMENT, OELIVERlD TO THE SITE IN UN-OPENFD CONTAINERS, tACH FULLY LABELLED ACCORDING TO APPLICABlE FERTILIZER LAWS, ANO BEARINb IHE NAME OP MARK Of THE MANUF AClURER. 1. 3. 4. S. 6 COMMERCIAL FERTILIZER a. b. (. d. e. f SOIL PREPARATION HYDROSPRAY WE ED CONTROi SOD LAWN Sf ED LAWN MAINTENANCE • • • • • • • FERTILIZER TYPE SHALL BE BASED ON RECOMMENDATION GIVEN IN THE SOILS ANA, YSIS RY 'SOIL AND PLANT LABORATORY'. SOIL SULFUR: FIRS f QUALITY COMMERCIAL GRADE. 95% MINIMUM ELEMENTl,L SUI. FUR IRON SUl.f ATE [(FE2 (504)] IIRST QIIAI ITV COMMERCIAL GRADE 20% MINIMUM IE, AS MUALI.IC. AGRICUL TURAl. GYPSUM (CALCIUM SULFATE, CA S04 2HO): FIRST QUALITY COMMERCIAL CRADF, 23%CA CALCIUM CARBONATf LIME FIRST QUALITY COMMERCIAL LIME Pl.ANTING TABLETS: a. TREES, SHRUBS, GROUNDCOVER 7 GP.AMS WITH A MINIM UM GRADf 12 8-8. 20% rlUM US, 4% HUMIC ACIDS, 3.5% SULFUR. 2% IRON AND MICllONUTRIENTS. H. I. J. I . PLANT MATERIAL: 1. QUALITY: rlEAL THY, VIGOROUS, NORMAL HABIT; FREE OF WEEDS, INSECT INFESTATION, PLANT DISEASE, SUN SCALDS, BROKEN fOIIAGE. ABRASIONS Of THE BARK, AND OTHER DISFIGUREMENTS QUALITY IN ACCORDANCE WITH THESt PLANS AND SPECIFICATIONS SHALL BE DETERMINED BY THE OWNER'S RtPREStNlATIVE. 2. SIZE THAT NORMALLY EXPECTED FOR COMMERCIALLY AVAILABlf NURSERY STOCK FOR SPECIES/VARIFTIES SPECIFIED IN THESE PLANS THE ROOT SYSTEM SHALL fill THE CONTAINER BUT NOT BE HOOT BOUND. SIZE IN ACCORDANCE WITH THESE SPECIFICATIONS SHALi. BE DETERMINED BY THf OWNER'S Rf PRESENTATIVE. J. REJECTION OR SUBSTllUTION: REMOVE REJECTED PLANT MATERIAL FROM THE SITE IMMtDIATFI.Y AND REPLACE AT NO ADDITIONAL COST TO THE OWNER SUBSTITUTIONS StlAl.l NOT BE PERMITT[I) UNLESS EXPRESSED CONSENI iS RECEIVED FROM THf OWNER'5 REPRESENTAIIVE. C ' 6. 7 8 PROTECflON HANDll AND STORE PlANl MATERIALS TO PROTEO FROM SUN, WIND. AND OlHER INJURl[S OR DAMAGE. INJURY OR DAMAGE SHALL BE CAUSE FOR REJEnlON EVEN AFTER INITIAi REVIFW QUANTITIES: CIRCLES, DOTS, OR OTH[R PLANT SYMBOLS USFD WITHIN TH( PLANS ARE THE AUfHORITY IO PLANT COUNTS AND SHALL DETERMINE QUANTITIES PROVIDFD. QUANTITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE ANO ARE ONLY FOR THE CONVENIENCE OF THE CONTRAGOR PLANT SYMBOLS AND/OR "ON CENTER" SPACING TAKE PRECEDENCE OVER PLANI QUANTITIES SPECIFIED CONTRACTOR SHALL INfOR,1,1 OWNER IMMEDIATE!. Y OF ANY OiSCREPANCIFS BETWEEN QUANTITIES AND SYMBOLS SHOWN. SOD FOR LAWN SHALL BE PER PLAN. SEED fOR LAWN SHALL BE PER PLAN HYDROS[EDINli a. WOOD CELLULOSL MULCH CIEAN, NATURAL, WOOD CElLULO',[ FIBER, DYED GREEN WllH UNlfORM SUSPENSION IN WATER, ALLOWS ABSORPTION OF MOISTURE, AND RAINFALi TO PERCOLATE TO SOIi BEi OW. b. C d. e. f. ORGANIC SOIL AMENDMENT COMPOSTED ORGANIC FERTILIZER PRODUCT WITH A 6-30 NPK RATING CONTAINING TRACE ELEMENTS. SFfD Cl f AN, FRESH, NI.W CROP. LABELED WITH SUPPLIER'S STATEMENI Of COMPOSITION AND PERCEMTAGE Of PURITY. BINDER ECOLOGY M-BINDFR IRCN CIIELA l t SEED MIXES PEH PLAN. MULCH: 1. MULCH MULCH SHALL BE 1/4"-l" MINUS ECO-BARK, AS MANUFA(TURED BY A. J. ECOlOGY INDUSTRIES, INC, (619) 744-0942 ACCESSOIIES: 1. 2. 3 4. 5 6 TREl llES COMMlRCIALLY MANUFACTURED TIES FROM BLACK TIRE CASINGS, CUT TO A MINIMUM 10' LEN<iTH AND HELD IN PLACE BY 12 GAUGE GALVANIZED WIRE OR SPLIT PLASIK HOSE WITH A MINIMUM LENGTH Of 15". Sl'l!l PLASTIC HOSE SHAil BF ''CINCH TIE" OR APPROVED EQUAi.. TREE STAKES: 10' LONG, STRAIGHT GRAINED LODGF POI f PINE, FREE Of KNOTS, CHECKS, SPIITS AND DISf IGUl1EM [NTS, TREATED WITH COPPFR NAPTHFNATf TR[[ TRUNK PROTEOORS MANUFACHJRFD BY VJl COMPANY, INC, l SS6 l PRODUCT LANE, D-4, HUNTINGTON BLACH, CA, 9;649, (714) 891 8338 GUY WIRFS 12 GAUGF GAi VANIZfD WIRF; NOT TO BE SPLICED. GUY WIR[ HOS[: 3/8" OR 5/16" X 062" WT POI YETHYLENf TUBING BY WARD MFG., ( 714) 6)1-SO\S. ROOT BARRIER COPOLYMER POLYPROPYLENE, INJECTION MOLDlD, 080 THICKNESS ROOT BARRlfR AS MANUfAClURlD llY DllP hCOT CORPORft.TION, (800) 458-7668 USE MODEL ND. IJB 74-2 ADJACENl TO CURBS AND PAVED SURFACES. USE MODEL NO. 118 36-2 OR UB 482 AOJACFNT TO RETAINING WALLS OR BUii.DiNG FOOTINGS SE[ PLANS AND DETAILS FOR l OCATIONS C.M.W.D. NO 92·309 ''AS BUil T" TITLE ________ _ OATE / :, '',_ i ' ' \ . : \' I_ REVIEWED BY: ,----.--------.------~--·-·---·...L..------,-----i--"1-1--T====:::;-'.:==================:=:=~====;-- fSHEErl8 CITY OF C,~RLSBAD ~ INSPECTOR DATE ---1-------+-----------------+----+----t----t-------➔ ~ PLANNING DEPARTMENT L~ ----1-----1 LANDSCAPE PLANTING SPEC!FICATIO% FOR "THE VALLEY CLUB" APPROVED q--z/1 ..... . 87.023 12" f"El39$l7,nd SUBMITTAL -,µA""6J"1EC,.,-t ---ASSIST ANT DIRECTOR ------r---+---t----------.. ---·-------+---+---f------1-----1 ~~=;;:;:::::::::::::::::::::';';'.':::::::::::::::==:::::::::====~::===~ DATE 5 NOV97 DWN BY: ___ PROJECT NO. DRAWING ND. ~~~Ii i~--SOP 89· 18 361-9L DATE INITIAL ENGINEER QC WORK REVISION DESCRlf0 T ION DA TE INITIAL DATE INITIAL PRlilil 6.\1£ IIEvi!,lbNS PRINT OA1E RlV!SIOW.: OTHER APPROV/1!. CITY APPROVAL , 4 LANDSCAPE PLANTING SPECIFICATIONS CONT. s. INSTALLATION: A. PERCOLATION TESTING: R (. D. I, UP:.lN COMl'lf !ION OF Hlf llOUGH :;RAD!NG OF THF SITE, THE OWNER'S RfPRfScNTATIVE SHALL ll)INlilY A fYPICAI IOCATION FOR 1 Of THf LARGtST 'HUMl:N BOX TRfES, THL (ONTRACTOR 'iH/11 I fX( AV1\ Tl IHI I'll I OR THf TR[[ PER TH[ PROHU SPfClf l(ATl:JN<, AND DFTAII S 2 Wll 11 THF OIVNfH P'1E ,l"N r, II ii CON lRArrOR SHALL till l Hl PIT WITH WATER TO A llf.l'TI I OF 1 J", If PilSSIBLI. Tile IIN(, 111 Df TIM[ REQUIRED f OR THF WATER TO p[R(()I A 1f INTO Tl<f SOIi., I !/\'/INC l Hf PIT FMf'lY WILL Ill Mf.ASIJRED BY THE CONIRACl OR ANO VFRlll[I) BY IHL OWNfP'S mmr.\FNf,\TIVF .. 1 WllHIN ii HOURS or I Ht llMI. THf WATFR HAS llRAINlll fROM THE PIT THE ::ONIRACTOR, WITH f HI OWNI R PRE SIN! ,IIALl AC,AIN Fii l THE PIT Willi WATf R TO A Dll'Trl Of I?". If WA Tf R llilfS NOi C(1MPI f TF I Y PFRCOI MT :NTO THE 'OIi WITHIN 9 IIOURS A 01 lFRMINATl(lN Will 8[ MAIJI. BY TIii OWN! II AS IO WIii IHFR OR NOT A DRAINAGI W\EM TO EACH TRH WII I 3F RI QUIRfD WEED CONTOOL: I Ml,NUAI.I. Y HI MC!Vf Al 1. FXiST1% WEEDS AND GRASSES AND REMOVf fROM SITf. .> APrl Y /00 I. BS/ACRI lOMMI RCIAI. FERTILIZER TO ALL Pi.ANTING AREAS. IRRlliATF 4 TIMES PER DAY l)lJl11NC, !·II ',IJMMFH S[A',ON AND 2 TIMfS PER DAY OURIN(, OlllfR SFASONS FOR .J W[lKS ro C,IYM INA' f SIT DS. J Dl\iJJNTINUI llmlCATION FOR l clAY\ AND APPLY A NON-SlllUIV'' CONTAiT HERBICIDl, PfR MANUfNTlmFR'S ll1Rfn10'1, TO lRAIJICATf CfRMINA'II) Wt.LOS AND <iRA\S[S ALLOW H[HRICI[)[ TO Kill VVILIJ'> AND C,RASS[S MANUAl.LY RI.MOVF Wffll', AND GRA>SfS FROM '.ITE MIN'Ml/1 \OIi ll'STIIRRAN(J ON SLOP[!) AR[AS Of TH[ Sill, Jr WI( !lS AND l,IIASSI '; STII I EXISl, IRRK,ATE 4 OR) TIMES PER DAY, AS AROVf, FOR 2 WEEKS OR UNI'! NFW C,ROWfH Af'l'[ARS RfAPPI Y HERBICIOf PlR MANUFACTURERS lllR[UION. Al.I OW HfRRI( ID[ ro KIi L Wfli)\ MID GRA5S[S MANU/\1 Ly RFMOVF WEEDS AND GRA'5FI FROM THE 1111 NO 1'1<1. I 'l,!R(;fNJ HflmlCID[ SHAU 81 IJlfD IN I PNDSCAP[ AREA\ TO Re Sf[[)Ff) :ON!HA<TIIR SHAii IIH'AIN Al'rHOV/\1 BY THf CWNffl 10 Al'PIY ANY HERBIUDE, IINUIIIIJE, Fl!N(,ICIOI, 1111 lillllF UIIMICAI.\ Tl) BE l.lStD UN SIH. CONTRACTOR IIIA!I ABlflf RY AIL APl'I ICARI I COVFRNMINT,11 \lANllARDS RfCIHATING TH[ A.PPI.IU\IION Of ANY CHEMICAi.\, AND Ji,~I_I IOLI.OW ALL MA.NUi-AGURfR'S RECOMMlNDATIONS All. WORKLRS APPl.\1Nli SUCH CHIMICAl S SHAIJ ill 11/HJSID IF REQUIRFD 8Y LAW, DELIVERY AND STORAGE: (ONfRAUOR SIAl I fill II/FR \OIL AMENDMENTS TO ~HF SITE IN llll ORICINAI_ UN-OPEN[O CONTAINFRS, BIARIN(, IHI M/\NUFAUURER'S (ilJAR,INJIJll CHlMICAI ANALYSIS, NAME, illAllf NAMf ORTRAOfMARK, ANO SIATFMFNT INDICATIN(; CONFORM AN[[ TO STAT!. AND FFflf0,,11 I AW :N 1.IFU OI CONIAINIRS, IDli AMFNllMENll MAY Bl fllRNIIHFll IN 8111K A (fOTlflCATF :Nr)l(A liN(, f HI ABOVf INI CRMAl ION SHALL ACCOMPANY EACH [)[LIVI RY. 2 (()NTRAOOR IIIALl AR!l1\NCE FOR OWNER'S Rlf'RESINTATIVE TO CERllfY Al I IIN OPFNf:D i-llml 1/111 PACKAG[S Ufl \IIF fERIILIZFR PACKA.GEI SHALL NOi BF REMO'IFD FROM Sil[ UN'II Al HR INCORl'ORA I ION INl CJ \OIi. AS PEI\ SPEClfl(ATIONS, ANO ONLY Wll[N JIR[Cl[I) BY OWNER'S RU"J'.,' NI A TIVF. U)NTRACTOR SHALL STOR[ AND Pl,OflCT Pl ANTS NOT IN\TAL!JD ON ]Hf DAY or ARRIVAL Al THE SIT[ SOIL ~PARA TION: file CONfR/\CTOR ,l1AI L HAVI llfHAINIO RISUITS FROM SOil Tf.Sf!NC, 10 DFTERMINF If SOIL h 10 BL l'IDOFHD ilR If ON ',Ill '>Oil_ WIU l[ AMfflOFD. FINISH C,RAlllNC. MOUNDINC;, \OIL, llS!ING AND WffD CONTHOI \I IA' I. Ill WM Pl f I [fl Pl!ICR 10 SOIL PRE PARA I 10~ I IMPOR! OP S()II: ,i Sl'Rf AD lill1\CII 2" llff P EVf N1 Y OVER i1LL LAWN AND SHRUB ARlAS Wl I !I A (,R/\f)IFNl (lf 1 I 'IR Ll '/, h 11•.,HII YWAIIR ICP\011 IINTII. [NTIRE _AYI.RIS MOIST. 1 IUI I TOPSOIi WITH WATLII BAI.LAST ROIi.FR IORMINCi AN FVFN C,RAOE, 081AININC. I'll\! I IVL rJJN 'ACT BHWFF N TOPSOIL AND SI l E SOIi. rl. (()NTINUf SPRlAlllN(,, WATf:RING ANO ROLLING TOPSOIi UNTIL AN f. VEN ii" I AVfll MFA';l!RFD FROM IXl';TINI, G9Mll IS OBTAINED OVFR ALL LAWN ANO SHRIIB AR[AS Willi A r;R~llifNI llf i: :111 11.SS. E. F. 3 3. AMENDING ON SITE SOIL b. (. C CROSS-RIPON GRADE PLANTING AREAS TO A DEPTH Of 10"-12" IN 2 DIRECTIONS, APPLY PER 1,000 SQ. FT, Of PLANTING AREA (EXCLUDING SLOPES GREATER THAN 21), THESE RATES MAY BE ADJUSTED BY THE SOILS REPORT AND ARE FOR BIDDING PURPOSES ONLY TRI. C. HUMATE 50 LBS. ORGANIC AMENDMENT 2 CU. YDS. COMMERCIAL FERTILIZER _lO_LBS. SOIL SULFUR 15 LBS. AGRICUL TURAI_ GYViUM 25-50 LBS. BROADCAST THE ORGANIC SOIL AMENDMENTS UNIFORMLY OVER SURFACE OF THE AREA TO BE TREATED. INCORPORATE INTO THE SITE SOIL BY CULTIVATION, SPADING, OR ROTO- TILLING, TO A DEPTH OF 6" AND FINE GRADE TO SPECIFIED DEPTH BELOW ADJACENT PAVING AND CURBS. REMOVE FROM All PLANTING AREAS, ROCKS AND DEBRIS LARGER THAN 1" AND REMOVE FROM THE SITE. CLEAN MINERAL AND AMENDMENT STAINS FROM PAVING MOISTURE CONTENT: THE SOIL SHALL NOT BE WORKED WHEN THE MOISTURE CONTENT IS SO GREAT THAT FXCESSIVF COMPACTION WILL OCCUR, AND NOT WHEN IT IS SO DRY THAT DUST WILL FORM IN THE AIR WATER SHALL Bf APPLIED, If NECESSARY, TO PROVIDE !OF.Al MOISTURE CONDITIONS, BACKFILL MIX: a. STANDARD BACKFILL MIX: USE IMPORT TOPSOIi, STOCKPILE TOPSOIi,, OR ON SITE SOIL BASED ON THE SOILS REPORT. THIS MIX MAY BE ADJUSTED BY THE SOILS REPORT AND IS b FOR BIDDING ONl Y. BL cND PER CUBIC YAP.D: TOPSOIL/IMPORT SOIL - ORGANIC AMENDMENT TRI-( HUMA TE 8 PARTS BY VOLUME 2 PARTS BY VOLUME 4 LBS. OER CUBIC YARD Of MIX ACID LOVING PLANT MIX: USE IMPORT TOPSOIL, STOCKPILE TOPSOIL, OR ON SITE SOIL, BAStD ON THF SOHS REPORT. THIS MIX IS FOR BIDDING ONLY SEE PLAN FOR INDICATION Of ACID LOVING PLANT MATERIAL. BLEND PER CUBIC YARD TOPSOIL/IMPORT SOIL NITROLlZING ORGANIC AMENOMENT COMPOSTED I_EAF MOLD TRI-CHUM ATE 1 PART BY VOLUME 5 PARTS BY VOLUME 4 PARTS BY VOLUME 4 LBS, om CUBIC YARD Of MIX FINISH GRADING: 1. PRIOR TO THE COMMENCEMENT Of PLANTING OPERATIONS, COMPLETE FINISH GRADING AS SPECIFIED. LP,WN AREAS SHALL BE MINIMUM 1" BELOW FINISH GRADE OF ALL PAVED SURFACES. SHRUB AREAS SHALL BE 2" MINUMUM BELOW All PAVED SURFACES. 2, WHEN PRELIMINARY GRADING, INCLUDING WEEDING ANO FERTILIZING HAS BEEN COMPLETED, ANO THE SOIL HAS DRIED SUfflUENTL Y TO BE READILY WORKfD, PLANTING AREAS SHALL BE GRADED 7 0 UNIFORM LEVELS OR SLOPES AT A MINIMUM OF 2%. MINOR ADJUSTMENTS TO FINISH GRADfS SHALL BE MADE IN THE DIRECTION Of THE HOW LOW SPOTS AND POCKETS SHALL BE GRADED TO DRAIN PROPERLY GRADING SHALL BE DONE WHEN SOIL IS AT OPTIMUM MOISTURE CONTENT FOR WORKING, ROCK ANO DEBRIS MORE THAN 1" IN DIAMETER SHALL BE REMOVED FROM THE SITE 3. LAWN BEDS SHALL BE RAKED LIGHTLY TO AN EVEN SURFACE, REMOVING ANY FOREIGN MATERIALS. CARE SHALL BE TAKEN NOT TO CHANGE THE DRAINAGE PATTERN. THE LAWN BED SHALL BE INSPECTED BY THE OWNER'S REPRESENTATIVE TO DETERMINE THE SUITABILITY FOR PLANTING PRIOR TO INSTALLATION Of SEED OR SOD PLANTING 1. TREES, SHRUBS AND VINES: a, THE OWNER'S REPRESENTATIVE SHALi. APPROVE THE PLACEMENT Of ALL PLANT MATERIAL BEFORE PLANTING PITS ARE EXCAVATED: THE CONTRACTOR SHALL LAYOUT PLANT LOCATIONS FOR SHRUBS AND VINES, OR PLACE SPECIFIED QUANTITIES OF PLANTS IN CONTAINERS AT LOCATIONS SHOWN ON PLANS CONTRACTOR SHALL LOCATE TREES 24' BOX AND SMALLER WITH MARKER ST MES. CONTRACTOR SHALL l OCATE TREES JO" AND LARGER WITH MARKER STAKES, AND FLAG THE NORTH SIDE Of EACH TREE. CONTRACTOR SHALL HAVE All PLANT MATERIAL LOCATED PRIOR TO THE SITE VISIT BY lHE OWNER'S REPRESENTMIVL b C d. e t. g. h i. j, k. PLANT MATERIALS AS SOON AS SITl IS AVAILABLE AND WEATHER CONDITIONS ARE SUITABUE FOR PERFORMANCE AND THE SEQUfNC[ Of THE SPECIFICATIONS DO NOT PLANT If THE SOIL IS [XCESSIVEL Y WET. EXCAVArE PLANT PITS 2 TIMES WIDER THAN THE PLANT CONTAINER. EDG[S SHALL BE 6" OR MORE AWAY FROM CURBS ANO PAVING. sn PLANTS IN CENTER Of PITS, IN VERTICAL POSlflON so THAT CROWN OF PLANT IS I" ABOVE ADJA<INT FINISH GRADE. BACKFILl Pl ANT PIT WITH BACKFILL MIX TO 1/2 THE HEIGHT Of THE ROOT BALL AND WA~ER- PLANTING TABIFTS: PLACE PER THE FOLLOWIN(i SCHEDULE . 1 GAL, 3 7 (,RAM TABI ET . 5 GAL. 6 l GRAM TABLETS . 15 GAL. 24" BOX 12 l GRAM TABLfTS . JO" BOX, 36" BOX 15 7 GRAM TARI fTS . 42" BOX, 48" BOX }l / liRAM TABLUS . S4" BOX, 60" BOX 30 ; GRAM TABLETS CONTINUE BACKfll.LING Ai'ID FORM SHALi.OW BASIN AROUND EACH EDGE OF ROOT BALL BY DfPRFSSING SOIL SLIGtlTl Y BEi OW FINISH GRADE FORM BASIN RIMS, KEEPIN<; RIM WITHIN OUTER EDGES Of ROOT BAU WATlR TO SATURATE ROOTS AND FINISH BACKFII I AROUND ROOT BALL, FINE GRADE AREAS AROUND PLANTS TO SPECIFIED FINISH GRADE AND DISPOSE OF EXCESS SOIL. PRUNE AND SHAPE. ALL TREI.S, SHRUBS AND VINES, AS DIRfCTFO BY CWNERS RlPRESENTATIVE. RtMOVE STAKES AND ESPALIER RACKS AND SEC:IRf VINES TO ADJACtNI MASONRY SURF ACES WITH SCREW EYES OR METAL FASTENERS, AND HEAVY DUTY (LEAR PLASTIC TlfS ON WOOD SURFACES ALUMINUM NAII.S WITH HEAVY DUIY □JAR PLASTIC TIES MAY BE USED IN LIEU OF MET Al FASTENERS. SLOPES J' AND HIGHER IN VERTICAL ELEVATION SHALL RE Pl ANTED WITH GROUNOCOVIR SLOPES 15' AND HIGHER IN ELlVATION SHALL BE P,ANTlD WITH GROUNDCOVER, TREES AND SHRUBS. "NATIVE" CONTAINERIZED PI_ANTS, INCLUDING LINERS, SHAI L BE PLANTED 30 DAYS PRIOR TO THE END Of THE MAINTENANCE PlRIOD FOR HYDROSEEDED SLOPE ARfAS PRIOR TO THE END Of THE M,~INTENANCE PFRIOD THE CONIRAOOR SHAl.1 RF-~YDROSEED ARlAS DISTURBED FROM PLANTING LINfRS. I. TREES 'iHALL BE PLANTED Al LEAST S' FROM .~NY DRIVEWAY, DRAINAGE FLOW LINE, UNDERGROUND UTILITIES SUCH AS SEWERS, WATERLINES, GAS LINES, SIDEWALKS, ~ND BUILDINGS, ETC m. TREES SHALL BE PLANTED AT LEAST 25' FROM ANY STREET INTEPSECTIONS, PlDESTRIAN CROSSWALKS, OR STREET LIGHT STANDARDS. n. All TREES SHALL BE PLANTFD AT LEAST 5' BEHIND CITY RIGHT-OF-WAY. o. All TREES SHALL BE PLANTED WITHIN JHE CllY RIGHl-QF. WAY. p. PlANTINGS SHALL NOT BE LOCATED SUCH THAI T~FY WOlllD CAUSE A LINf OF SITE PROBLEM FORVEHICULAR TRAfflC GROUNDCOVER AND ANNUALS: ,. b. C d e. f. g, AAINI 1,ti.1£ R{~[SIDH$ IN ADDITION TO WHAT IS SHOWN ON THE PLANS, CONTRACTOR SHALL PROVIDE AND INSTALL ____ FLATS OF 4" POTS OF ANNUAL COl.OR AT 8" O.C. PLANT SPECIES TD BE SELECTED AND SPOTTED BY THE OWNER'S REPRESENTATIVE AT HIE TIMF OF INSTALLATION. PLANT GROUNDCOVER/ANNUAL COLOR TO COVFR THf DblGNATtD ARfAS AT THE SPECIFIED ON CENTER SPACING. All GROUNDC0VER/ANNUAL COLOR SHALL EXTFND UNDERNEATH All TRl:ES .~ND SHRUBS IN PLANTING BEDS PLAN] GROUNDCOVER/ANNUAL COLOR IN STRAIGHT ROWS., FVFNI Y SPACED USING TRIANGULAR SPACING UNLESS 01HERWISE NOTtD ON PLANS. INSTALL 1 7 GRAM FERTILIZER TABLET WITH EACH GROUNDCOVER PLANT MOISTEN SOil BFFORE PLANTING. RETAIN SI.IGHT DEPRESSION AROUND FArn PLANT, FINISH WITH NEAT AND UNIFORM FINl9H GRADES HAND WATER IMMBDIATEL Y AFTER Pl ANTING PLANTS SHAl.l NOT BE ALLOWED 10 DRY OUT BEFORE, DURINC, OR AFTER INST AHA llON. CONTINUE TO HAND WA TfR Al RFQURED FOR l MONTH. l'RINl DUE KE.''ffSltiiS 3 " I · 1_ I I I I I I' I i ! \ ' ' I CI • .. ' ,I ;\ I i / \ I\ ~ I I r-,_ . I I \ PAI.M TREES a. PALMS SHALL BE PROCURED FROM A STATE LICENSED NURSERY AND SHALL BE TRANSPLANTED USING THF BEST HORTICUL TURAl PRACTICES. b, HEALTH AND VIGOR: PALMS SHALL HAVE STRAIGHT TRUNKS AND POSSESS DARK GREEN FOLIAGE, SHOWING SIGNS Of CONTINUED GROWTH AND DEVELOPMENT OF THE APICAL MERISTEM. PALMS SHALL BE fRH OF INSECTS OR DISEASE AND SHALL BE SPRAYED ANO MONITORED FOR PENICllLIUM VERMOESENI PRIOR TO DELIVERY TO THE SITE (. d. e. r_ L ' _! !-< SPECIES SELECTION CRITERIA SHAIL BE AS FOLLOWS .l. PHOENIX ,ANARIENSIS: ALL PHOENIX CANARIENS!S WILL 8E INSPECTED BY A QUALlFIED PALM SPECIALIST OR PALM PLANT PATHOLOGIST (DR HENRY DONSEI.MAN, (619) 679-7384), BEFORF THE PALMS ARE DUG AND MOV£D TO THE PLANTING AREA OR HOLDING YARD THEY MAY Bf Rf IFCTED IF THEY ARE FOUND TO HAVE BEEN PRUNED WITHIN 5 MONTHS PRIOR lO INSPECTION INSPECTION WILL INCLUDE: a. APPARENT fRfEDOM FROM THE DISEASE FUSARIUM b. NUTRITIONAi. STATUS OF PALM c SCARRED OR STRESSED TRUNK d. TRUNK (_ANlilERS OR MECHANICAL WOUNDS TO PALM r FREEDOM FROM OTHER DISEASES OR INSECTS. FINAL APPROVAL Of THE OVERALL APPEARANCE OF THE PHOENIX (ANARIFNSIS SHALL Bl DETERMINFD BY THE IANDSCAPE ARCHITECf. THE CONTRACTOR 15 SOLELY RfSPON\181 f FOR THE PALM'\ HEALTH, VIGOR, AND FREEDOM f ROM DISEASES AND INSEGS. PALM SIZE DETERMINATION: PALM TREES SHALL BE ORDERED ACCORDING TO THE BROWN TRUNK HEIGHTS iBTH) SHOWN ON PLANS, BROWN TRUNK HEIGHTS FOR ALL PALMS SHALL BE MEASURED FROM THE SOIL LEVEL TO THE BASF Of THE EMERGING LEAVES NO OTHER CRITElllA WII.L BF ACCEPTED AS A BASIS FOR DEllRMINATION OF BTH IT IS THF CONTRACTOR'S RESPONSIBILITY TO CONVEY THE INTENT Of THIS SPECIFICATION TO NURSlRIES WHtN ORDER!% PALMS TO INSURE THAT THEY MEEr lHIS CRITFRIA ROOT BALL MINIMUM DIMENSIONS, FOR BALLED AND BURLAPPED PALM TRffS, SHALL BE AS FOLLOWS 5 PHOENIX CANARIENSIS: 12' TO 20' Of BROWN TRUNK - 21' TO 25' OF BROWN TRUNK - 26' TO JO' Of BROWN TRUNK - 31' 10 JS' Of BROWN TRUNK , 36' TO 40' Of BROWN TRUNK - S' CUBED S -1/2' CUBED 6' CU8fD 6 -1/2' CUBED 7' CUBED DIGGING REQUIREMENTS 1 PAlMS SHAl L BE DUG BY EQUIPMENT LIMITED TO THE FOil OWING BACK HOF SUCH AS A CASE 58(1(, FORD 555. TRENCl-lER SUCH AS A DITCH WITCH RI" 40, ETC. BY HAND Wl1H HAND TOOLS. 2 NO TREES SHALL BE REMOVED FROM ANY GIVEN flEI.D CONDITION WllHOUT EXCAVATING THE TREES AT THE PROPERIY SPFCIFIED ROOT BALt SIZE, OR BY ANY MEANS Of ANY OTHE<R TYPE Of fXCAVATION NOT OUTLINED IN THIS SfCTION. 3 WHILt EXCAVATING, ROOT BAI.LS SHALL BE INTACT AND IN A RELATIVELY MOIST CONDITION. RURI.APPING OF THE ROOT MASS IS REQUIRED DURING TRANSPORT ON HAUIS GRfATER THAN 300 MILES OR ON ANY PALM PROCURED FROM A SANDY SOIL CONDITION SHADE CLOTH OR SAPAN CLOTH, 70% GRADE OR BETTER, SHALi BE WRAPPED AROUND Tl1E CROWN AND FRONDS OF Al L PALM TREES, FOR l OAOS TRAVfllNC GR[ ATER THAN 300 MILES I,_:.> ;\ L ! ··-11 i'.·-_-.• ·-· I --· I \~ . "AS C.M.W.D. NO 92-309 BUil T II 1-" -f I ! , __ ) . TITLE DATE I I r-' l /\ T" '• ', i ( ' ' : .J' I REVIEWED 8Y1 DATE DRAWING NO, 361-9L LANDSCAPE PLANTING SPECIFICATIONS CONT. q. h i. I- k. PRUNING PRO(fDIIRf- WITH THE Cl\[ or HAND LOPPERS AND HAND PRUNIN(1 SAWS, 35% DI, 40% OF PMM H10N05 SHAU. RI. RF MOVED FROM All PALMS DURING THE EXCAVATION PERIOD. FRONDS SHAU. BL RfMOVcD Af1lR PALMS ARE APPROVfD BY THE LANOSCAPE ARCHITFCT PALM 'RONIJS SHA! I ol FIED IN AN UPRIGHT POSITION WITH 2PI Y TWINE. TWINE SHALL BE 11[1) f'ERPFNDICULAR !O fHE PALM FRONDS TWINE IS TO Ill: APPLII.D TIC,HT ENOUGII lO l1fMAIN TIED DURING All TRANSPORTING ANO l'IANTING Pl·IASl:S OR WORK PHO[NIX (,[NUS PALM HFADS REQUIRE 'PINFAPPLEO' CROWNS. THIS SHALL BE AGll[VF[J WITH TliE AISISTAN(L Of A CARP[!" KNIFF, FINELY 'lHARPENED ROIIND POINI SHOV[l, OR A I.IIAINSAW A SAMPLE TRF[ SHALL Bf_ FXCAVAllll, PRIJN[O, lllD, 'PINEAPPLlD', A~D APPRllVEU BY THI LANDSCAPE ARCHIT[Cl OR HIS REPRF,FNTATIVIS, PRIOR TO CCJMMLNUMf~f Of ANY OIHFR WORK IN THIS ',ECTION 17 SHALL Bl. NOHD THAT A SAMPI F Tflfl Wll _ BE RFQIIIRED ON Al.I OTHER PALM GENUI, liOWF'IFR, 'PINEAl'PLflJ' <RDWN, Ml NOT REQUIRED. l:Sf CA~llON iN CHANING THF PAI .. MS TO PRIVENT THE SPRFAO OF VASCUI AR DISEASE ANO MINIMlll WOUNDING. DIP TOOlS IN STlRILIZINli AGFNT (50% CLOROX, 50% W~.TfR) BUORI CU A,~INC, PALMS AND BETWEEN MOVINC, fROM ONF PALM Tl) ANOIHFR l'ALM TAC;(,INC, --PIIOENIX CANARIENSIS fOR Al I PHOENIX (ANARIFNSIS PALM TRFfS, ATTACH A LABEL SECURED WITH WIRf ARO\JNll IHI IRllNK SHOWING ~FIGHT, NAMI Of C,ROWE8, AND ORl(,IN BfFORF T'it PAI Ml ARI IOl1[)fll lHl CONTRACTOR WILL flf ft. SMALL PIIC[ Of l[Ar.,r,ING TAP[ TO lilt NfWfST IMflK,INC, LFAF, ISP[M LLAF). IN ORDER 70 TRACK CR0½1H (OR (I.IP 2"-3' OFF THf TIP or 1111. IJAf-i DIS[AS[ CONTROi . PAI M fR(JNIJ, SHAI I. BE SPRAYED WITH A BENI ATE(R) AND WATER DRl}ICH (OR AN FQUAL Al'"ROVffl BY fHE PALM SPECIALIST), PRIOR TO I OADINC OF TPFES FOR 11,ANWDRT I OADINC, 0' f'AI M\. 1',11MS \HM I_ 3t I.OADFD WITH HYDRAU, I( OR ((INVf NTIONAL CRANFS FRONT I OA!llRS, H)RK lifl\ OR TRAC10RS SHALl. NOT LOAD OR UNIOAD ANY PALM ovrn 8' Of BROWN IRUNK. C0NSIDlRATION SHALL 8[ GIVfN IN THL SIHCTION Of AN ADFQUATcLY LARU CRANf TO f MIiii A rt I DADING, UNLOADING AND SETTING. THIS CONSIOf.RA !ION SHALi VARY BASf ll ON ANY GIVFN SITE SITUATION, A~D IS SOLELY TIil I IABILITY AND Pf,PONSIBll 11 Y Of THE COMTRACfOR AND HIS SUBCONTRACTORS. MINIMll[ THl I.If !ING OR 1ANDLING OF PALM, BY THf TRUNK NEVFR BIND OR HANDIJ THF PALMS WlfH W,R[S, CHAINS, OR ROPE USF ONLY A WIDF BANOf.D NY! ON SIINC WH[N MDVIN(, OG I IFTING lllF PALMS CRAN[ OPERATOR AND SIIN(,-SUTfR MUST 013',fRVf rHAT Tllf IIIADS ARF NOT CAUGHT, PULLED ON, BAN(,I.D INlO, OR SHAK[N, WHl(H !AN DAMACF THE BUD. MINIMIZE ANY MOVEMENT OF THF PALMS DURING rRAflSPORT 11 IA l MJ:_;HT .JAR OR DAMAGt THE APl(Al MfRISTLM !GROWING POINT) PAD ANY CONT AO CF TH! l"RlJNK -o BRAClS WHFN TRANSPORTING THE PAI MS Rlr;GING ,HALI BF ,1-IIATW 10 AVOID ANY POSSIBIE SCARS OR UNSIGhT!.Y ABRASION\ THAT MAY 8[ CAUSHJ RY TH[ l.OADING ANO UNLOADING PHASE Of WORK. WATLR PAI M\ TH0°0UGHLY BEFORE LOADING DO NOl APPi Y ANTI TRANSPIRANTS TO lH. I FAVfS. Afll H LOADING THE PALMS, COVER Till. IJAVFS AND TRUNK WITH DENSE \HADE C10Tl1, OR OTHFR WOVl.N MATERIAL, 10 MINIMIZE WlflD DAMAGL. if TRANSPORT llFOIJlllF\ OVER 6 IIOUR\ THE TRUCK [)RIVER WILL SYRINGE THE LlAVFS AND BOXh Ar 4 HOUR INTERVALS PI\OTECJION Of PAI MS DURINC TRANSPORT A'ID STORAGE SIIAI 1. Be UNTflACl 1)~'1 RlSPONSIBII.ITY l QANSPOHTING OF "Al.MS !RUCKS HAIII.IN<, PALMS ON STAil HIGHWAYS SHALL Mtll Al.I. LICENSING RLQulRFMFNT\ A811lf BY RFGULATIONS GOVERNING ANY PARTICULAR RFGION WIILRF WORK IS fllNi, l'fWORMED, INCLUDING, BUT NOT I IMITED 10, OVERLOAD PtRMITS, llVEPll'll,111 PERMIT\, AND WID[ l:JAO PERMIT\ WHEN fHANSPORflNG ANY CARGO. 'TRIPLI. S: ACKINC' Of ANY PAI M'> IS NO! ACCFPTABL[ WHFN TRANSPORTING PM MS ~NYWHfRf-. IN ANY STATE TRUCK LOADS SHALL, AS A MAlH.R Of COIJRSI, CONFORM TO fflf IIIC,111,l SfNJl)AR[)', AND SHAI I BF AUlf'fABI.[ TC fill L~NDSCAPL ARCHlff(T OR 'Ill RLPRI \IJll,1TIVf L m n UNLOADING ()F PALMS PALMS SHOULD BE CAREFUi.LY LIFTED OFF TRUCK USING A WIDE-BANDED NYLON SUNG CRANE OPERATOR AND SLING-SETTER MUST OBSERVE THAT THE HEADS ARE NOT CAUGHT, PULLED ON, BANGED INTO, OR SHAKEN, WHICH CAN DAMAGE THE BUD, PALMS SHALL BE PLANTED WITHIN 1 DAY OF DELIVERY. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE OWNER OR THE IANDSCAPE ARCHITECT IF PALMS ARE NOT TO BE PLANTED WITHIN l DAY OF DELIVERY (SEE STORAGE, COLLECTION AND "HEALING IN" OF PALMS) IIPON DELIVERY, WET THE ROOT BALLS AND SYRINGE THE LEAVES. STORAGF, COLLECTION AND "HEALING IN" Of PALMS CONTRACTOR SHALL OBTAIN APPROVAL FROM THE OWNER, OR THE LANDSCAPE ARCHITECT, IF PALMS ARE NOT TO BE PLANTED WITrllN 1 DAY Of DELIVERY PALMS SHALL BE TRANSPORTED TO A STORAGL SITE WHICH PROVIDES PROTECTION FROM WEATHER OR OTHER CONDITIONS THAT WOULD DAMAGE OR IM PAIR THEIR VIGOR, AND WHICH IS APPROVED BY THE LANDSCAPE ARCHITECT. PALMS SHALL BE STORED IN AN AREA WITH A SIMILAR MICROCLIMATE TO THAT OF THE PROJECT WHERE PALMS ARE TO BE PLANTED. PALMS SHALL BE "HEALED IN' WITH 100% SAND BACKFILL (SEE 'PALM PLANTING REQUIREMENTS' FOR SAND SPECiflCATION) PALMS SHALL BE UNIOADED AND "HEELED IN" AT THE STORAGE SITE WITHIN 72 HOURS Of EXCAVATION PALMS SHALL ONLY BE "HEHEO IN"' IN A PERPENDICULAR POSITION WITH THE FRONDS TIED PALMS SHAU. BE "LINED OUT" AT THE STORAGE SITE AT THE FOLLOWING: PHOENIX CANARIENSIS: 1 S' ON CENTER PALMS SHALL BE MAINTAINED BY THE CONTRACTOR AT THE STORAGE SITE. LOADING, TRANSPORTING AND UNLOADING PRACTICES, SHALL 8[ REPEATED AS OUTLINED IN THIS SPECIFICATION WHEN HANDLING PALMS ENROUfl TO HIEIR FINAL PROJECT DESTINATION. PALM PLA,~TING REQUIREMENTS: FOR BALLED AND BURLAPPEO PALMS, BACKrlLL MIX SHALL BE COMPRISED OF !00% WASHED PLASTER OR CONCRETE SAND, FOR BOXED PALMS, BACKFILL MIX SHALL BE COMPRISED Of SO% WASHED PLASTER OR CONCRETE SAND, AND 50% ON SITE SOIL. WASHED PIASTER OR CONCRETE SAND SHALL HAVE VARIABLE SIZED GRAINS, WITH A MINIMUM OF 9S% PASSING THE 2.0 MILLIMETER SIEVE, BUT NO MORE THAN 5-8% PASSING Tlil #200 SIEVE. THf SODIUM ABSORPTION RATIO (SAR) SHALL NOl EXCEED 6 AND THE ELECTRICAL CONDUl11VlfY (£Ce) OF THE SATURATION EXTRACT OF THIS SOIL SHALL NOT EXCEED 3.0 MILLIMHOS PER CENTIMETER AT 25°C THF BORON CONTENT OF THE BACKflLL SHALL BE NO GREATER THAN l PPM, AS MEASURED ON THE SATURATION EXTRACT. IN ORDER TO INSURE CONFORMANCE, SAMPLES or THE IMPORT SANO SHALL BE SUBMITTED TO 'SOil AND PLANT LABORATORY', 1594 NORTH MAIN STREET, ORANGE, CA, 92667, FOR ANALYSIS PRIOR TO BACKFILLING RESULTS OF THESE TESTS SHOULD BE PROVIDED BY THE CONTRACTOR TO THE LANDSCAPE ARCHITECT PRIOR TO PLANTING THE PALMS SEVERAL DAYS BEFORE THE ARRIVAL OF THE PALMS, PREPARE THE PLANTING SITE, ADEQUATE MEASURES MUST BE TAKEN IN ORDER TO PROVIDE PERfECl DRAINAGE OF THE PALM PLANTING HOLES (SEE PALM PLANTING DETAIL). PLANTING PITS FOR PALM TREES SHALL BE A MINIMUM OF 2' GREATER THAN ANY SIDE OF THE ROOT BALL. TREES SHALL BF PLANTED PERPENDICULAR ANO PLUMBED WITH THE APPROVAL Of Tt!E LANDSCAPE ARCHITECT AFTER PLANTING. THE BACKFILL SHALL BE APPLIED IN LAYERS, WHILE WORKING OUT ANY AIR POCKfTS, AND JETTED WITH WATER A 6' SECTION Of PVC PIPE A TT ACHED TO A HIGH PRESSURE HOSE SHALL BE USED TO OBTAIN AT LEAST 80% COMPACTION IN THE PLANTING PITS OF ALL PALM TREES. 80% COMPACTION MAY BE ACHIEVED WITH THE ASSISTANCE OF WATER AND PNEUMATIC TAMPERS, WHEN THE HOLE IS FILLED ALMOST TO GRADE, WATER IN THE BACKFILL WITH AT LEAST 1().15 GALLONS OF SUBDUE AND (LEARY'S 3336 (MIXED AT lHE RECOMMENDED RATEi AND THEN IRRIGATION WATER IF MORE IS NECESSARY PHOENIX PAI.MS RFQIJIRF 1S GALLONS Of THIS MATERIAL, Al.l OTHER PALMS REQUIRE 10 GALLONS ANY ADJUSTMENTS NECESSARY TO STRAIGHTEN PALMS DUE TO POOR COMPACflNG SHALL Bl MAO( BY Tiff CONTRACTOR WITHIN 12 MONTHS AfTER FINAL ACCEPTANCE Of THE PROJECT AT NO CHARGE TO TH£ OWNER All PALM FRONDS SHALL BE UNTIED BYTHF CONTRACTOR WHEN IT IS DETERMINED THAT SUCH ACTION WII. L NOT BE DETRIMENT AL TO THE HEALTH Of THE PALMS All EXCESS SOil AND DEBRIS FROM THF PAI M PLANTINGS SHALL BE DISPOSW OF OFF THE SITE BY CONTRACTOR. THE SITE SHALL BE LEFT NEAT AND CLEAN TO THE SATISFACTION OF THE SITE COORDINATOR OR LANDSCAPE ARCHITECT 4. o, FERTILIZATION Of PALMS: DON'T APPLY ANY FERTILIZER FOR 6-8 WEEKS AFTER INS! ALLA Tl ON. REAPPLY lHE SUBDUE AND (LEARY'S 3336, 6 WEEKS AFTER INSTALLATION THE FIRST FfRTILIZATION SHOULD BE AT 1/2 THE RATE RECOMMENDED FOR ESTABLISHED PALMS (ABOUT 3 LllS Of A GRANULAR "PALM SPECIAL" FERTILIZER FOR PHOENIX CANARIENSIS PALMS, ANO l LB. FOR All OTHER PALMS) "PALM SPECIAL" 14-S-14 FERTILIZER IS AVAILABLE FROM r;RAQ/SIERRA, CONTACT JACK WACKERMAN, (619) 757-2150, roR YOUR LOCAL DISTRIBUTOR. p, WARRANTY OF PALMS: PALMS SHALL BE WARRANTEED BY THE CONTRACTOR TO REMAIN IN GOOD HEAl TH ANO ATTRACTIVE APPEARANCE FOR 24 MONTHS AFTER FINAL ACCEPTANCE OF THE LANDSCAPE IMPROVEMENTS THE CONTRACTOR'S LIABII.ITY SHALL INCLUDE, THE COST Of LABOR, EQUIPMENT AND MATERIALS TO REPLACE TREE\ OF SIMILAR SIZl AND ATTRACTIVE APPEARANCE DURING THE WARRANTY PERIOD. q. FINAL INSPECTION/ACCEPTANCE PHOENIX CANARIENSIS ONLY: r. MONTHS PRIOR TO THE END OF THE WARRANTY PERIGD, ALI PALMS Will BE INSPEClEO BY A PAI.M SPECIALIST FOR FINAL ACCEPTANCE (CONTACT DR. HENRY DONSEiMAN, (619) 679 7384. HYDROSfEOING a GRADING: FINE GRADE AR~AS TO BE SEEDED TO A SMOOTH CONTINUAL GRADE, CONFORMING TO THE SPECIFIFD DRAINAGE PATTERNS AND FINISH GRADLS. RFMOVE ROCKS AND CIODS LARGER THAN 1" IN LAWN ANO SHRUB AREAS, AND 4" ON SLOPES 31 ANO STEEPfR b, EQUIPMENT HYDROSEEDER SHALL HAVE A BUILT-IN AGllATION SYSTEM AND CAPACI-Y LARGE ENOUGH TO AGITATE, SUSPEND, AND HOMOGENEOUSLY BLEND A SLURRY CONTAINING 40 LBS OF MULCH, AND 8 LBS, OF ffRTILIZER SOLIDS FOR EACH !00 GALLONS OF WAHR C. d. e f. g h, I. PREPARATION: fill TANK TO 1/3 CAPACITY WITH WAfER IN TIil ORDFR LISTED, ADD FERTILIZER, BINDER (IF REQUIRED), SEED, TH£N MULCH TO FORM A SllJRqY BEFORE lANK REACHlS 3/4 CAPACITY. SLURRY SHALl BE PREPARED ON SITE WITH APPLICATION COMMENCING IMMEDIATELY AFTER TANK IS FULL. APPLICATION: MOISTEN SOIL PRIOR TO HYDROSEEDING. APPLY Tllf SI URRY ALLOWING WOOD FIBERS TO BUILD ON EACH OTHER UNTIL A UNlfORM COAT IS AUIIFVED AND MATERIAi IS SPREAD AT THE REQUIRED RATE PER ACRE. CLEAN OVER SPRAY FROM AREAS NOT DESIGNATED TO RECEIVE HYDROSEEDING. WATERING MAINTAIN PROPER SOIL MOISTURE LEVEL 10 INSURE PROPER GERMINATION AND PLANT GROWTH UNTIL THE END OF TH[ MAINTENANCE PtRIOD. RE-SEEDING: RE-SEED BARE AREAS AS LONG AS NECESSARY TO OBTAIN FULL PLANT COVERAGE EROSION CONTROL, PER ACRE: WOOD CELLULOSE FIBER 2,000 LBS TRI-C (6-2-4) SOIL CONDITIONER/FERTILIZER 600 LBS SOil BINDER* 120 LBS • BOWEEN THE MONTHS OF NOVEMBER AND MARCH, ADD 120 LBS PFR ACRE, ECOLOGY CONTROL M-BINDER (PER MANUFACTURER'S RfCOMMENDA !IONS) SEED LAWN, PER ACRE TRI-C (6-2•4) SOIL CONDITIONER/FERTILIZER WOOD CELLULOSE FIBER SEED 400 LBS. 2,000 I.BS. 435 LBS PRIOR TO THE ACCEPTANCE OF HYDROSEEDED AREAS, BY THE CITY RESIDENT ENr,INEER, A CERTIFIED REPORT MUST BE SUBMITTED BY A REGISTERED LANDSCAPE ARCHITFCT FROM THIS OFFICE, STATING THAT HYDROSHDING WAS DONE ACCORDING TO THE PROJECT SPECIFICATIONS, AND THAT ITS GROWTH IS ADFQUAT[l Y ESTABI ISHFD TO PREVENT FROSION. G, H. I. J. 6. SOD LAWN a. FINE GRADE AREAS TO RECEIVE SOD TO A SMOOTH CONTINUAL GRADE CONFORMING TO THE GRADING AND DRAINAGE PLAN. REMOVE ROCKS AND CLODS I ARGER THAN 1" IN DIAMETER b, SPREAD SPECIFIED COMMERCIAL fERllLIZER AT THE RATE OF 10 LBS. PER 1,000 SQ FT. c MOISTEN SOIL PRIOR TO INSTALLATION OF SOD SOD MUST BE INSTALLED THE SAME DAY IT IS DELIVERED TO THE SITE INSTALL SOD IN SECTIONS NO SMALLER THAN l' SQ, LA 1D PARALLEL TO THE CONTOURS. STAGGER JOINTS BETWEEN ROLLS, ANO BUTT ENOS TIGHT SIFT SOIL INTO JOINTS TO Fill VOIDS. d. ROl.l WITH WATER BALLAST ROlLER TO OBTAIN POSITIVE CONT AO BETWEEN SOD AND SIT[ SOIL WATER IMMEDIATELY AFTER INSTALLATION, AND KEEP WATERED TO A SOIL DEPTH Of 6" UNTIL SOD BEGINS Tl) ROOT INTO SITE SOIL. MULOi: 1. SHRUB AND GROUNDCOVER AREAS Ll!"'>'.>111..i -.,1 ,,,LoP"'<> SHAU RECEIVE~,, OF MULCH, AS SPtClflED UNDER MATERIALS. ACCISSOllES: l TREE TIES: WHEN USED AT CONTRACTOR'S DISCRETION, INSTALL PER DETAIL 2. TREE STAKES: WHEN USED AT CONTRACTOR'S DISCRETION, INSTALL PER DETAll 3. TREE TRUNK PROTECTORS: INSTALL TO PROTECT THE LOWEST 4" OF EXPOSED TRUNK. 4 GUY WIRES: WHEN USED AT CONTRACTOR'S DISCRETION, INSTALL PER DETAIL S GUY WIRE HOS[: WHEN USFD AT CONTRAlTOR'S DISCRETION, INSTALL PFR DETAIL. 6 ROOT BARRIER INSTAI_I PERMANUFAlTURER'S ,[COMMENDATIONS. MAINTENANCE: 1. MAINTAIN PROJ[Cf FOR A PERIOD Of 90 CALENDAR DAYS, FOi.LOWiNG THE CORRECTION AND/OR COMPLlllON OF PRF,MAINTENANCE WAI.KTHROUGH PUNCH LIST ITEMS IDENTIFIED BY THE OWNER'S REPRESENTATIVE MAINlENANCF PERIOD SHALL NOT COMMENCE UNTIL EVIDENCE OF OWNER'S REPRESENTATIVE'S SATISFACTION IS RECEIVED IN WRITING 2. MAINTENANCE SHAii INCLUDE BUT NOT BE LIMITED TO MOWING, TRIMMING, PRUNING, WATERING, FFRT!LIZATION, WEED CONTROL, CULTIVATION, PEST CONTROL, CLEAN-UP, OPERATION/AOJUSTMFNT ANO REPAIR or THE IRRIGATION SYSTEM. 3, APDI. y COMMERCIAL rrnnuzrn AT THE RATE RECOMMENDED BY 'SOIL AND PLANT LAB', AS REQUIRED TO ESTABLISH THRIVING PLANTS, 4. PROTECT N[WL Y PLANTED AREAS FROM FOOT TRAFFIC, VANDALISM, THEFT, BURROWING OR GRAZING ANIMALS, AND EROSION. REPAIR AND REPLANT DAMAGED AREA, REPLACE DEAD, DAMAGED, OR MISSING PIANTS. 5. COMPLETION Of MAINTENANCE PERIOD AND PLANT ESTABLISHMENT SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE, If! WRITING, FOLLOWING A FINAL MAINTENANCE WALKTHROUGH. 6. THE DEVELOPER SHALL MAINTAIN All LANDSCAPE MAINTENANCE DISTRICT (I.MD) AREAS FOR A PERIOD OF 2 YEARS AFTER THE BEGINNING OF THE OWNER/CITY APPROVED PRE-MAINTENANCE PERIOD CLEAN-UP: I UPON COMPLETION Of WORK IN THIS SECTION, CONTRACTOR SHALL REMOVE All RUBBISH, TRASH, AND DEBRIS RESULTING FROM THE OPERATIONS; REMOVE UNUSED EQUIPMtNT AND IMPLEMENTS OF SERVICE; LEA VF ENTIRE AREA INVOLVED IN A NEAT AND ACCEPlABI.E CONDITION SUCH AS TO MEU THE APPROVAL OF THE OWNER'S REPRESENTATIVE. C.M.W.D. NO 92-309 -·-,·------------------~-------------~~---~ BUil T II . ' , I , 1· \ .,--\ I I '. \ t· · · ·· .. ,. ' · \ / I ,. \ \ _ _/ I, ' ) "AS " \ ' ' . , r " • : I TITLE ________ _ DATE REVIEWED BY: INSPECTOR DATE -·-~ CITY OF CARLSBAD ~ ~~•"°'CAI 1& i>{iY\(/l)>i'ZL:.:t1---·1----t------------------t----t------l:....,_----I---J ~ PLANNING DEPARTMENT ~ ~"0 ·1t, ~'% )c : -----•---···· > ,x,1.r ,;•1----+--+------------------+---+--+---+----1 ~==J_'::::========~========='--===: /J •-'• -' "' • ., \'.•i:;'t-----+--+------------------+--·+--+---+-----, LANDSCAPE PlANTING SPECIFICA110NS FOR: i •----_ -, ,,, " • i ~ r: I_.,, 1• I -i ,,,, • .,. 1 • .• :'<. ., ,., ----.. ·--------4--J-..--------4f-----+--------, "THE VALLEY CLUB" i , ~ OF Ct,.\.I~ :,;:~.i=~ ,, . '-"·=4----+----1--------~-------··----+----+----+-----+----I 5 NOV 97 .,J,TE BA DATE INITIAL OATE INITIAl OH'QN PAl/;I dill RtiJtsttii,S 1-~=-+-c=,-,---l-------------------+------+---------+------+-----1 ------DATE INITIAL ENGINEER OF WOR> PPIN\·UAI~ R\iVISIOJK REVISION DESCRIPTION OT4ER APPROVAL CITY APPROVAL - OWN BY:--~ CHKD BY'-~- RVWD BY• - PROJECT NO. SOP 89-18 I I DRAWING NO. 361-9L •