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HomeMy WebLinkAboutDWG 352-9L; CUP 96-01; PEMS TAMARACK PCS SITE; 01-04D 4901 GENERAL NOTES: 1 THE CONTRACTOR MUST NOTIFY TI-IE CIT( PLAN CHECK CONSUL TANT (619)438-1161 72 HOURS (THREE WORKING DAYS), PRIOR TO STARTING CONSTRUCTION.(EXTENSION 4221) 2. THE LANDSCAPE OR IRRIGATION CONTRACTOR IS TO VERIFY EXISTING PS I. AT JOB SITE PRIOR TO INSTALLING LANDSCAPE IRRIGATION SYSTEM. VERIFICATION SHALL BE MADE WITH THE APPROPRIATE WATER DISTRICT 3. ALL REDUCED PRESSURE BACK FLOW PREVENTER$ SHAl L Bf TESTED AFTFR INSTALLATION, RELOCATION OR REPAIRS BY A CIT( APPROVED CERTIFlED TESTER DEVELOPER/OWNER IS RESPotJSIBLf FDR SUPPLYING A COPY IF THE TEST RESULTS TO THE CIT( DEPARlMENT OF UTIUTIES AND l.4AINTENAN(.'f., 4{)~ OAK SIKE:.U. 4. OWNER SHALL PROVIDE A 6" CONCRETE 1.40W STRIP BETWEEN MDWED TURF AND GROUND COVER, AND s• CONCRETE MOW STRIP BETWEEN l.40WIEO TURF AND WALLS. INSTALL PER SD.RS DWG L-3 5. THE CONTRACTOR IS RESPONSIBUE FOR OBTAINING BUILDING AND PLUMBING PERMITS PRIOR TO COMMENCING WALL CONSTRUCTION AND IRRIGATION INSTALLATION, RESPECTIVELY 6. IRRIGATION SYSTEl.4S FOR INDIVIDUAL PARCELS SHALL HAVE PO!NTS OF CONNECTION FOR THE SYSTEM BETWEEN THE WA TIER METER AND WA TIER SERVICE RISER INTO BUILDING AND AHEAD OF ANY WATER REGULA TING DEVICl:c INS IAillU fOK tlUILDING. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT THE DESIGN Of THE I1.4PROVCMENTS AS SHOl'>N ON THESE PLANS COMPLIES WITH PROFESSIONAL STANDARDS AND PRACTICES. AS THE LANDSCAPE ARCHITECT IN RESPONSIBLE CHARGE OF THE DESIGN OF THESE IMPROVEMENTS, AS DEFINED IN SECTION 3703 OF THE BUSINESS AND PROFESSIONS CODE, I ASSUME FULL RESPONSIBIUTf FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWILEDGE THAT THE PLAN CHECK OF THESE PLANS BY THE CITY OF CARLSBAD IS A REVIEW FOR THE LIMITED PURPOSE OF ENSURING THAT THE PLANS COMPLY WITH CITY PROCEDURES AND OTHER APPUCABLE POLICIES AND ORDINANCES. THE PLAN CHECK IS NOT A DETIERMJNA TION OF THE TECHNICAL ADEQUACY Of THE DESIGN OF THE IMPROVEMENTS SUCH PLAN CHECK DOES NOT, THERECORE, RELIEVE ME OF MY RESPONSIBIUTf FOR THE DESIGN OF THESE IMPROVEMENTS. MARuH A55:::CtAres FIRM LEGEND ROOM NAME 1 101 1 W___ ~ ROOM NAME ROC>M NUMBER DETAIL REFERENCE DETAIL NUMBER (TOP) SHEET NUMBER (BOTTOM) ELEVATION REFERENCE El£VA TION NUMBER (TOP) SHEET NUMBER (BOTTOM) KEY NOTE DATE 4,t<j • '21'g • S/41 PHONE TX-DRC TRUE NORTH MAGNETIC NORTH MAGNETIC AND TRUE NORTH FOR SAN DIEGO COUNTY 0 (APPLICABLE TO NOTED SHEET OHL Y) PLAN NORTH TRUE NORTH NORTH ARROW 1. SCALES SHOl'IN ON DRAWINGS ARE REPRESENTATIVE OF FULL SIZE DRAWINGS ONLY (24" X 36") - REDUCTIONS ARE !iQI TO SCAUE EL ® PBMS TAMARACK PCS SITE CAMINO VICINITY MAP PRIVATE ROAD--< ASPHAL T DRJVIEWA Y LOCATION MAr' ' . ' REAL SD-203 CUP 96 1 T-1 2 L-1 3 L-2 4 L-3 CARLSBAD, 11 01 SHEET INDEX Tlfil SHEET PLANTING AND IRRIGA 1100 l'tAN DETAILS NOTES CONTACTS ARCHITECTS n£ STICHI.ER !:€SIGN GROUP, IMC. 9655 GRANITE RIDGE DRl'v£, SUITE 40Q SAN DIEGO, CA. 92123 (619)565-#40 (619)569-3433 FAX CONTACT : MICHAEL KINTZ (PRO.£CT DIRECT-OR) LANDSCAPE ARCHITECT MARUM ASSOCIATES :3914 MURPHY CAN~ ROAD SAN DIEGO, CA. 92123 (619)292-5141 CONTACT: CHARLIE D~ CA ENGINEER'S SIGNATURE ..REQUIRED ON PAGE 1 ONLY APP~/ / ,. l-z.6 "l'Z .,. .... " .c.;,·,.:::;tt:L..,,;;f"' .,.~_....c.,..~-> ENGINEERING MCHECKER DATE - DATE INITIAL ENGKER Of WORK I , I 92008 PROJECT SUMMARY APPLICANT PACIFlC BELL MOBILE SERVICES 9610 GRANITE RIDGE DR. SUITE A SAN DIEGO, CA. 92123 • ( 619 )496-4049 PROPERTY OWNER JAY HOFFMAN 4901 EL CAMINO REAL CARLSBAD, CA 92008 PROJECT DESCRIPTION INSTALlATION Of A PERSONAL COMMUNICATION SERYICES (PCS) 'MREL£SS UTIUTf FACILJT(. EXISTING PROPERTY INFORMATION l£GAL DESCRIPTION: THAT PORTJON OF PARCELS 2 AND 3 OF PARCEL MAP NO, 3451, IN THE CITY □r CARLSBAD, COUNTY CF SAN DIEGO, STATE □F CALIFORNIA, r!LED JANUARY 31, 1975, IN THE OFFICE □F THE COUNTY RECORDER OF SAID COUNTY, LYING VESTERL Y OF THE FOLL□'wING DESCRIBED LINE, BEGINNING AT THE NORTHEASTERLY CORNER OF SAID PARCEL 2) THENCE, ALONG THE NORTHERLY LINE OF SAID PARCELS 2 AND 3, \;'ESTERLY ALONG A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS □f 960,00 FEET, A DISTANCE □F 198.26 FEET TD A TANGENT LINEJ THENCE, SOUTH 87d27'37' \,'[ST ALONG SAID TANGENT LINE 358,86 FEETJ THENCE NORTH 2d32'23' 'JEST 10.00 FEET! THENCE, SOUTH 87d27'37' \,'EST 145.41 FEET TD THE TRUE P□INT OF BEGINNINGJ THENCE LEAVING SAID NORTHERLY LINE SOUTH ld58'54' VEST 315.70 FEET, MORE DR LESS, TD A POINT IN THE S□UTHERL Y LINE OF SAID PARCEL 2. ~ RA10 ASSESSOR'S PARCEL MUMBIB• 207-101-19-00 BUILDING CONSTRUCTION IYPf' RAW LAND COORDINATES: LA TilUDE. 33-09-09 N LONGllUDE: 117-16-26 W l£ASE AREA; BTS-UNITS • 200 SQ_ FT. APPROX. APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, INCLUDING PRECISE TITLE DATE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR DATE ~ CARLSBAD I SHEETS I CITY OF F PLANNING DEPARTMENT 4 -· ···-··-· -- PBMS TAMARACK PCS SITE ·-/} .. APPRO~ ~L ii), ,/ ./. "L. W1LP /-.$1-97 A:>SISTANT PL AM ING DIREv10R DATE- DWN BY· • 0 ,~"" PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY· D.A. CUP 96-01 352-9L OlHER APPROVAL CITY APPROVAL RVWD BY· EXISTING YUCCA PROTECT IN PLACE _J ---------------- NORTH IRRIGATION PLAN SCALE: 1/4" • 1'•0" 3/4~____..,,,,- 3/4 REFER TO PLANTING PLAN BELOW, BUBBLER HEAD TO BE LOACTED ADJACENT TO ROOTBALL WITHIN PLANTING BASIN. EDGE OF EXISTING DIRT ROAD IRRIGATION LEGEND POINT OF CONNECTION TO EXISTING MAINLINE 250' WEST OF EXISTING YUCCA, MAINLINE MARKED WITH PVC STAKE -SEE NOTES THIS SHEET AVAILABLE WATER PRESSURE OF 65 PSL SYMOOL 8 ® ... (f) ■ --- (D PRESSURE LOSS CALCULATIONS ELEVATION AT WATER TANK -"'S5' ELEVATION AT POINT OF CONNECTION -103' WATER PRESSURE AT POINT OF CONNECTION (392'-103'=289' X .433 PS1=125 PSI) PRESSURE LOSS THROUGH 250' OF 3/4" Ml>:INLINE PRESSURE LOSS THROUGH 3/4" GATE VALVE 6$ PSI 5.4 PSI 0 5 PSI MANUFACTURER !MODEL NO DESCRIPTION NIBCO T-113 3/4" BRASS GATE VALVE WILKINS 500 3/4" BRASS PRESSURE REDUCING VALVE DIG 007A.075 3/4" SINGLE STATION BATTERY OPERATED CONTROLLER W1TH PLASTIC GLOBE VALVE CHAMPION 262-075 3/4" BRASS ATMOSPHERIC VACUUM BREAKER CHAMPION HB-2F 3/4" BRASS HOSE BIBB PVC SCHEDULE 40 MAINLINE PIPE -3/4" SIZE PVC SCHEDULE 40 LATERAL LINE -3/4" SIZE RAINBIRO 1804-SAM-1401 POP-UP BUBBLER HEAD --+----VALVE NUMBER \ I -+---VALVE SIZE (IN INCHES) \ '-----GALLONS PER MINUTE NOTES: 1 NOTIFY OWNER 48 HOURS BEFORE DIGGING OR SHUTTING OFF WATER. 2 INSTALL MAINLINE TO MINIMUM DEPTH OF 3', LOCATE MINIMUM 3' FROM EDGF Of" ROAD rr===~==d:J--------2 TREE TIES, CINOi TIE OR EQUM.. n SECURE TO STAKES WITH TACK N.AJLS L ___ __...-t· DIA. LODGfPOl.f PINf STAK[S, 1 O' l£NGTH. SET PERPENDICULAR TO PREVAILING WINO. PSI 30 DETAIL A, SHEET L-2 B, SHEET L-2 C, SHEET L-2 D. SHEET L-2 E, SHEET L-2 GPM 0 25 F, SHEET L-2 fS' LAYER OF BARK MIJLCl-1 TH1S AREA PRESSURE LOSS THROUGH 3/4" ATMOSPHERIC VACUUM BREAKER PRESSURE LOSS THROUGl-1 REMOTE CONTROL VALVE 0 5 PSI 1.0 PSI ------CHAAIFER K. NEEDED TO ~ EDGE OF EXISTING DIRT ROAD PLANTING PLAN SCALE: 11,• • 1'-0" 4 24" BOX 6 5 GAL 3 1 GAL 4 5 GAL RHUS LANCEA AFRICAN SUMAC ACACIA REDOLENS PROSTRATE ACACIA CISSUS ANTARCTICA KANGAROO TREEBINE ) LEUCOPHYLLUM FRUTESCENS PRESSURE LOSS THROUGH LATERAL PIPE TOTAL PRESSURE LOSS THROUGH SYSTEM RESIDUAL WATER PRESSURE MARUM ASSOCIATES landscape architecture ■ ■ ■ 3914 fJorpll y Con)OO Rood S u i t e A-243 Son Diego Cofifomoa 92123 619 292-5141 • • 1.2 PSI 14 PSI 43 PSI ENGINEER'S SIGf..ATURE REOUIRED •)N PAC;F I ONI y APPROVED ENGINEERING PLANCHECKER DATE INITIAL cNGINEER Of WU~K DATE 2 X ROOTI3All WIDTH ELIMINATE SOIL SLUFFING t DEEP LAYER OF f.lULCH I ( BERM FlRMLY CWPACTED. Ii FN5" CR.<I: r, Set,[ ' ---.....__ FERTILIZER TABlETS-SET j aaow FINISH GRilDE. PLANTING Bi\CKFILL -SEE SPECS. - PUDDLE mo SETTLE PRIOR TO SETTll'IG ROOT BALL. "I c:: Bl IILT" 11 \., . J.av H.c,Jc I /z t!ry APPROVED FOR PLANTING .I\ND IRRIC;ATION ONLY, INCLlJDINC; PREC'ISE LOC'ATION OF PLA:\'TING AREAS. TITLF 0t1 f'i!J?I lC{Jt:,N Aa,,ot NISlll!aM.. DATE 1~1SPECTOP ' ¢1,-/11 1 DATE ' FEMS TAMARACK PCS SITE APPROVED DATE INITIAL OTHER APPROVAL 352-9L ' V/>J..Vf. BOX W/COVc.R----- PVC SCH 80 UNION--~ FLUSH IN LAWN AAEAS, 'i' IN SHRUB MEAS. en ~ ~ 11': n:: 0-: 2 en 0 w 0.. en w w en J -i 1~111 111 11 i 11111 111 11 I II I I I i . --=111 111 111 I I I : -, 1 I 111== J-'"'11fl..LJ.:L--'---.t:f--l=!r-m:=I. ''=I '1'8"'!:::::11 ,.----l t ~ ,(J P.V.C. SCHEDULE 80 SXT ADAPTER.-- 3/4 CUBIC FOOT CONCRITT FOOTING _ _, UNMORTAAED BRICK SUPPORTS (4 MIN.).-~ ©GATE VALVE A NOT TO SCALE P.V.C SCHEDULE 80 ELL (TYP.).------. P V C SCHEDULE 80 SHORT NIPPLE (TYP.) ATMOSPHERIC VACUUM BREAKER -- w u.. a: ~ u.. ___ ---------. ------l, ~GAlE V/>J..VE P.V.C. SCHEDUL.£ 80 NIPPL.£ (TYP.). FlNISH GRADE. CONTINUE STRAIGHT AT V/>J..VE MANIFOLDS. -~ ~-P.V.C. SCHEDUL.£ 80 FITTING (1YP ). '----UNDISTURBED OR 90% COMPAClED SUBGRADE ~-o DEEP PEA GRAVf.L SUMP ,----PVC SCH. 80 UNION .--------P.V.C SCHEDULE 80 RISER (TYP.) --FINISH GRADE. ® ATMOSPHERIC VACUUM BREAKER NOT TO SCALE VM.Vf. BOX 'MTH EXlENSION -~ BRASS NIPPL.£ ----------, PVC SCHEDULE 80 SXT NJWTER ----......, FLUSH IN LAWN t>REAS~ 2" IN SHRUB AREAS ~ i11 111 111 111 111 11i 11 iii 111 ii 1 1 ~ ' I I . I Jl~I I I I I '.I I i 11111111111 111 . o.. · "-I I 1-1 I "" 2 V, 0 w 0.. en w w V, ® PRESSURE REGULATING VALVE NOT TO SCALE I ---- -=111 11 -1 11_ SCf-lEDULE 80 3/4" PVC------+ NIPPLE-L.£NGTH PS REQUIRED ,-L-=1-11 SCHEDULE 80 3/4" PVC----+ STREET ELLS (3 TOTM.). 12• SCHEDULE 80 3/4" PVC NIPPLE.----+><- PVC MAIN UN€ -Sf£ __ __,,.. SPECS FOR PIPE DEPTHS SCHEDULE 80 PVC ELL OR TEE.-' ©HOSE BIB NOT TO SCALI! '--HOSE BIBB HEAD. .....___ T'M:I CLAMPS (G/>J..V. OR CAD. PLATED), MACHINE PEENED FRICTION TYPE. --_ 1 /'i' DIAMETER GALVHllZED PIPE STAKE. / FlNISH GRADE lo ,-PRESSURE REGULATDR MARUM ASSOCIATES londscope architecture ■ ■ ■ 39 H Murphy Conyon Rood S u i t e A-243 San Diego Colifomi<I 92123 619 292-51'41 SINGLE STATION BATTERY POWERED CONTROLL.£R P V C SCHEDULE 80 NIPPLE (TYP.) VM.\/E BOX \IIITH COVER. PLASTIC GLOBE V/>J.. VE. -- 'i' IN SHRUB AAEAS.-~ ~ w C> w 0.. 0:: PVC SCH 80 UNION. FINISH GRADE - ~~~~~~ 11 1-· = = = --_ --1 I I --:i U,, , 11 1 II ill" ,_111,, , , I I I,, ,li 1-' L LATERAL u NE. P.V,C. SCHEDULE 80 SXT ADAPlER ~ ~-PVC SCHEDULE 80 FlTTINC (TYP ). UNMORTARED BRICK FOUNDATION (4 MIN.).---' UNDISTURBED OR 90% COMPACTED SUBGRADE.-~ ~-o DEEP PEA GRAVEL SUMP. SINGLE STATION CONTROI.I,ER © WITH PLASTIC GLOBE VALVE NOT TO SCALE 'l' MIN. 4" MAX. 1'i' AT BLOG. WALLS ~POP-UP SPRAY HEAO 1 /2 INCH IN LAWN AREAS, 2 INCHES IN SHRUB AAEAS. FINISH GRADE SCHEDUt.E 80 PVC NIPPLE-------lc-=l LENGTH PS REQUIRED. SCHEDULE 40 PVC STREET ----ELLS (3 TOTAL) ff' SCHEDULE 80 P\C NIPPLE.--------->.-- PVC LAlER/>J.. LINE -SEE--_,. SPECS FOR PIPE DEPTHS SCHEDULE 40 PVC ELL OR TEE.____,./ 0 POP-UP BUBBLER NOT TO SCALE FNGINFFP'S S11~NATIJRF RFQI :IRED ON PAGE 1 ONL r 1'\PPPOVED ENGINEERING PLANCHECKER DATE APPROVED FOR PLANTING "A.ND IRRIGATION ONLY, INCLUDING PRECISE LOC'ATION OF PLANTING ARE.i\S. "A~ ::) 111 LI:. kl:.Vll:.Wl:.LJ tlr INSPECTOR BU IL T., lJ.A I l D-"TE ~ F CITY OF CARLSBAD I SH~l:.IS I PLP.NNING DEPARTMENT PBMS TAMARACK PCS SITE /) -"FPROVED ~;fit I-J,l-'j7 ASSISTANT E!J'(NNING DIRECTOR DATE DWN BY. ~ B[SKS ""' ·--. .. DATE INITI.AL DATE DATE PROJECT NO DR/I.WING NO INITIAL INITIAL CHKD BY DA CUP 96-01 352-9L 0NG1NEER OF WORK orHrn APPROW.L CITY APPROVAL RV.WO Br PLANTING NOTES 2 3 4 5 6 7 AT LEAST ONE PLANT OF EACH SPECIES DELIVERED TO THE SITE SHALL HAVE AN IDENTIFICATION TAG FROM THE SUPPLYING NURSERY SHOWING BOTH COMMON AND BOTANICAL NAMES. ALL PLANTS SHALL BE PROTECTED FROM SUN, WIND, HEAT AND FROST DURING TRANSPORTATION TO THE SITE AND DURING STORAGE AT THE SITE. DO NOT DAMAGE PLANT ROOT BALL DURING TRANSPORTATION OR PLANTING PROCESS CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AT THE TIME OF DELIVERY OF ANY PLANT MATERIAL WHICH HAS BEEN DAMAGED OR IS IN POOR CONDITION. OWNER'S REPRESENTATIVE SHALL DETERMINE ACCEPTABILITY OF SUBJECT PLANT MATERIAL. PLANT MATERIAL SHALL BE INSPECTED BY THE OWNER'S REPRESENTATIVE BEFORE PLANTING. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY THE OWNER'S REPRESENTATIVE DUE TO POOR CONDITION, FORM OR DAMAGE PRIOR TO OR AFTER PLANTING. ALL PLANTING OPERATIONS SHALL BE CARRIED OUT IN ACCORDANCE WITH PROJECT DETAILS AND NOTES. REMOVE ALL TYING MATERIALS, MARKING TAPES AND NURSERY STAKES AT THE TIME OF PLANTING 8 CONTIRACTOR SHALL STAKE ALL TREES AS INDICATED ON THE DRAWINGS PERPENDICULAR TO PREVAILING WIND 9 CONTRACTOR SHALL INSTALL A SIX INCH (6") LAYER OF BARK MULCH IN ALL SHRUB/GROUNDCOVER AREAS, AS INDICATED ON THE PLANS. 10 THE MAINTENANCE PERIOD SHALL BEGIN ONLY UPON WRIITTN ACCEPTANCE OF THE COMPLETED PLANTED AREAS BY THE OWNER'S REPRESENTATIVE. MAJNTENANCE PERIOD SHALL BE 90 DAYS. GUARAINTEE PERIOD FOR ALL PLANT MATERIAL SHALL BE ONE YEAR 11 CONTRACTOR SHALL PROTECT EXISTING VEGETATION AND OTHER IMPROVEMENTS OUTSIDE THE LIMITS OF WORK. CONTIRACTOR SHALL BE RESrONSIBLE FOR THE REPAIR OR REPLACEMENT OF ANY DAIMAGES INCURRED 12 CONTAINER STOCK (5 GALLON AND 15 GALLON) SHAIUL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX (6) MONTHS, BUT NOT OVER TWO (2) YEARS NO CONTAINER PLANTS 13 14 THAT HAVE CRACKED OR BROKEN BALLS OF E.ARTH, WHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED ALL EXCAVATED PLANTING HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON THE DRAWINGS HOLES IN ALL CASES, SHALL BE LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS. PLANTING TABLETS SHAIUL BE AGRIFORM (20-10-5) OR APPROVED EQUAL PLANTING TABLETS SHALL BE PLACED IN EACH HOLE AT THE FOLLOWING RATES: THREE (3) -21 GRAM TABLETS PER 5 GALLON CONTAINER SIX (6) -21 GRAIM TABLETS PER 24 INCH BOX CONTAINER. 15 THE FOLLOWING RECOMMENDATION FOR PLANTING BACKFILL IS FOR BIDDING PURPOSES ONLY PRIOR TO INSTALLATION OF PLANT MATERIALS THE CONTRACTOR SHALL SUBMIT A SAMPLE OF ON-SITE SOIL TO A SOIL TESTING LAB FOR AGRICULTURAL SUITABILITY ANALYSIS. THE RECOMMENDATIONS OF THE SOIL REPORT SHALL SUPERSEDE THESE NOTES. PLANTING BACKFILL SHALL BE A THOROUGHLY BlfNDFD MIXTURE OF TOPSOIL AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURE: SOIL CONDITIONER 1 PAIRT STOCK-PILED ON SITE SOIL 2 PARTS IRON SULFATE 2 LBS./CU. YD. OF MIX GYPSUM 10 LBS/CU. TD. OF MIX PRE-PLANT FERTILIZER 4 LBS./CU. YD. OF MIX SOIL CONDITIONER SHAILL BE LOAIMEX, ORGANO LIFE, FOREST HUMUS OR APPROVED EQUAL FERTILIZER SHALL BE 1 -1 0-1 0 IRON SULFATE SHALL BE FERROUS IN GRAINULAR OR PELLET FORM CONTAINING NOT LESS THAN 18.5% IRON EXPRESSED AS METALLIC IRON. GYPSUM SHALL Bf. COMM£RCIALLY PROCESSED AND PACKAGED GYPSUM (CaS04, 2H20) WITH A MINIMUM 80% GRADE CONTAINING 14% COMBINED Si,JLFUR 16 BARK MULCH SHALL BE A MIXTURE OF PINE AND FIR BARK WITH SOME CAMBIUM WOOD ALLOWED. PARTICLE SIZE SHALL BE 1/8" TO 1• IN SIZE. BARK MULCH SHALL "ORGANIC GROUNDCOVER" AS SUPPLIE.D BY A-1 SOILS OR APPROVED EQUAL, SUBMIT SAMPLE ro CITY INSPECTOR FOR APPROVAIL PRIOR TO BULK DELIVERY TO SITE. IRRIGATION NOTES 2 3 4 5 6 7 8 9 10 11 THE IRRIGATION SYSTEM DESIGN IS BASED ON AN AVAILABLE WATER PRESSURE Of 125 PSI, PER CARLSBAID MUNICIPAL WATER DISTRICT. CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTIRUCTION. REPORT ANY DEFICIENCY TO THE OWNER'S REPRESENTATIVE. THE IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY FOR CLARITY LOCATE AILL PIPING, VALVES, BACKFLOW PREVENTERS AND OTHER IRRIGATION EQUIPMENT WITHIN PLANTING AREAS UNLESS NOTED OR DIRECTED OTHERWISE. LOCATE ALL VALVES AND VALVE BOXES SIX INCHES (6") MINIMUM, TWELVE INCHES (12") MAXIMUM FROM EDGE OF FENCE. EXISTING UTILITIES AND FIELD CONDITIONS. PRIOR TO CUTTING INTO THE SOIL, LOCATE ALL CABLES, CONDUITS AND OTHER UTILITIES COMMONLY FOUND UNDERGROUND AND TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH IMPROVEMENTS. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK PROCEED IN THE SAME MANNER IF ROCK LAYERS OR ANY OTHER CONDITIONS ENCOUNTERED UNDERGROUND MN<E CHANGES AIDVISABLE. USE TWO WRAPS OF THREE-QUARTER INCH (3/4") TEFLON TAPE FOR ALL THREADED CONNECTIONS. ALL EXPOSED PIPE AND JOINTS SHALL BE SHAIDED WHENEVER TEMPERATURES EXCEED 100 DEGREES FAHRENHEIT. SET ALL SPRINKLER HEADS WITH THE TOP Of THE BODY TWO INCHES (2") ABOVE FINISH GRADE. PLACE BARK MULCH FLUSH AIROUND SPRINKLER HEADS CONTRACTOR SHALL INSTALL IN-LINE ANTI-DRAIN VALVES AS WARRANTED BY SITIE CONDITIONS TO ALLEVIATE LOW HEAD DRAINAGE. THE CONTRACTOR SHAILL NOT WILLFULLY INSTALL THE SPRINKLE:R SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT I1AVE: llE:E:N KNOWN DURING THE DESIGN SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REVISIONS NECESSARY. THE CONTRACTOR SHALL KEEP AN UP-TO-DATE COMPLETE "AS BUILT' RECORD SET OF PRINTS WHICH SHALL BE UPDATED DAILY AIND SHOW EVERY CHANGE FROM THE ORIGINAL DESIGN BEFORE THE TIME OF rlNAL INSPECTION, THE CONTRACTOR SHALL TRr,NSFER AIUL INFORMATION FROM THE PRINTS TO A SET OF REPRODUCIBLE DRAWINGS, PROCURED FROM THE OWNER'S REPRESENTATIVE. ALL WORK SHALL BE NEAT AND LEGIBLE. CONTRACTOR SHAILL FLUSH ANO ADJUST ALL SPRINKLER LINES FOR OPTIMUM PERFORMANCE ADJUST THE FLOW CONTROL AT EACH REMOTE CONTROL VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR THAT SYSTEM. MONITOR AUTOMATIC IRRIGATION CONTROLLER SCHEDULING CAREFULLY DURING MAINTENANCE AND ADJUST THE RUN TIMES ACCORDINGLY SO THAT ALL AREAS RECEIVE ADEQUATE BUT NOT EXCESSIVE MOISTURE SHORT SETS WITH REPEAT CYCLES ARE PREFERRED TO SINGLE LONG SE:TS OF RUN TIMES. ADJUST START TIMES TO ALLOW A MINIMUM OF ONE HOUR BETWEEN REPEAT CYCLES. EXTEND DAYS BETWEEN WATERING AS FAR AS IS PRACTICAL FOR THE SEASON. CHANGE IRRIGATION RUN TIMES MONTHLY TO MATCH EVAPOTRANSPIRAflON CONDI r10NS. 12 TRENCH WIDTH FOR PIPE 2 INCHES IN DIAIMETER AND LESS SHALL BE 8 INCHES MINIMUM, PIPE LARGER THAN 2 INCHES IN DIAIMETER SHALL BE 12 INCHES WIDE. 13 TRENCH DEPTH FOR MAINS SHALL BE A MINIMUM 36 INCHES. DEPTH FOR LATERALS DOWNSTREAM FROM THE CONTROL VALVE SHAIUL HAVE A MINIMUM COVER DEPTH OF 12 INCHES. 1 4 BACKFILL FOR ALL PIPING $HALL BE CLEAN FILL SOIL FREE FROM ROCKS, DIRT CLODS, STICKS OR o·tHER DELETERIOUS MATERIALS WHICH MAY DAIMAGE THE PIPE COMPACT TO 90% 15 BACKFLOW PREVENTION SHALL BE AN ATMOSPHERIC VACUUM BREAKER, INSTAIUL .AS SHOWN ON PLANS AIND PER MANUFACTURER'S SPECIFICATIONS 16 PRESSURE TEST IRRIGATION LINES AT 75 PSI FOR MINIMUM OF ONE (1) HOUR WITH AN ALLOWABLE LOSS OF 5 PSI MEASURED AT THE HIGHEST ELEVATION OF THE SYSTEM MARUM ASSOCIATES landscape architecture ■ ■ ■ 3914 ~y Canyon Rood S u i t e A-243 Soo IJiego Cotifomio 92123 619 292-57,41 ' TWO TIMES ROOTBALL 1'11 DTH 0 SHRUB PLANTING NOT TO SCALE ENGINEER'S SIGNATURE REOU:PED O~I PAGE 1 ONLY APPROVED E'JGINEERING PLANCHFCKFR DATE APPROVED FOR PLANTING AND IRRIC;ATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ,, AC ._) TITLE _________ _ DATE REVIEWED BY lfJSPECTOR DATE ------------+----+-----+---+--~ ~=::::'...:::=========:::::::'...======: CITY OF CARLSBA.D PLANNING DEPARTMENT SHEETS 4 ----I-----\-------·-~----------------+-----+---+---+-----0 PRMS TAMARACK PCS SITE ,,,., , , . , APPROVED "70,-, 7. fl{),,,' ~JJ ---1-------1-------------------1----1-----+----f-----' IA7.""Ss"'1""sT'°'AccNc:cT--=P~LA.~.1 N~'Njl.N~-G~/D~.~_IR~_E,C~T~y~R. __ / __ I-J/-77 DATE' .-----1-----t------------------+---+---+---1------<1 OWN BY A B/C:K", PPOJEc1 NO DATE. INITIAL DATE INITIAL DATE INITIAL CHKD Br [) A ~---, ENGINEER OF WORK OTHER APPROVAL CITY ,1\PPROV/\L RVWD Bi CUP 96-01 DPAWINC NO 352-9L