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HomeMy WebLinkAboutDWG 359-1M; CUP 90-03; COSTCO GASOLINE 951 PALOMAR AIRPORT RD; 01-03C C co -CIC) :::, Ill ~ SITE LOCATION MAP __ I _I ~ 111111111 Hi 111111 tH 11111 IT1 111 T~ . ~ 111111111111 ~ L 6 .. I c:::=__,/J 7 111111111111111 I I I I I I I I I I I I I I I I I If e n 111111111111111111111111111111111~ • .. 1111~11111: I I .. 1111111 ~ : 111111 ti I I I I I I l3~ Ill llll~llllffll~D c::::::J -© LEGEND OF SYMBOLS -----TEMPORARY CONSTRUCTION FENCE TBM TEMPORARY BENCH MARK EDGE OF EXISTING CANOPY ------EDGE OF NEW CANOPY NEW CURB EXISTING CURB TO REMAIN EXISTING CURB TO BE REMOVED ------------------------ a, NEW 4" CANOPY DRAIN, USE SCHEDULE 40 PVC OR APPROVED EQUAL ------T---EXISTING TELEPHONE LINE ------0------EXISTING GAS LINE ------l::------EXISTING ELECTRICAL LINE -----C.AV-----EXISTING CABLE T. V. LINE --•CJ--NEW CONTROL JOINT ------------ EXISTING CURB AND GUmR TO REMAIN EXISTING CURB AND GUmR TO BIE REMOVED NEW CURB AND GUTTER ~ NEW AC ~ PAVING ~ NEW ~ PLANTER QNEW LJ CONCRETE LIMITS OF SLURRY SEAL R REMOVE PLANTER ~ PROVIDE PAVING D-0-0 AREA LIGHTS ~ 11 11111111111 ~ ' • Ill • I II • • .. ... II • • • -§ • ; II • ... - ---- .. .. .. " " I I I I I I AREA OF WORK____, SCALE 1" "' SO' so 100 150 S l==~I GRAPHIC SCALE IN FEET 0 • ... :/ / / 200 I I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVEi< THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PR:OFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFlCATIONS BY THE CITY OF CARLSBAD IS CONFINED TO RE:VIEW ONLY AND DOES NOT RELIEVE ME, AS TifE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPORVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. DESIGN DEVELOPMENT GROUP 8100 BALBOA PLACE VAN Nu·vs, CA 91406 ph. (81B) 782-6484 I I DATE: __ J,_~__::'5_-_.2._o_~_I __ _ ,() .,.Q ti ~"%- ~ N.T.S. OWNER ARCHITECT CIVIL ENGINEER AND SIJRVEYOI< GEOTECHNICAL ENGINEER LANDSCAPE ARCHITECT STRUCl'\JRAL ENGINEER MECHANICAL/ ELECTRICAL/ ENGINEER COSTCO WHOLESALE GAS STATION EXPANSION 951 PALOMAR AIRPORT RD. CARLSBAD, CA 92009 VICINITY MAP / COSTCO WHOLESALE 951 PALOMAR AIRPORT RD. CARLSBAD, CA 92009 DESIGN TEAM COSTCO 'M-IOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 ph. (425) 313-8100 MULVANNY ARCHITECTS 11820 NORTrlUP WAY, #E-300 BELLEVUE, WA 98005 ph. { 425) 822-0444 PROJECT MANAGER:DAVEN LAXA DESIGN DEVELOPMENT GROUP 8100 BALBOA PLACE VAN NUYS, CA 91406 ph. {81 B) 782-6484 PSI 6867 NANCY RIDGE DRIVE, SUITE E SAN DIEGO, CA 92121 ph. (619) 455-054': DESIGN DEVELOPMENT GROUP 8100 BALBOA PLACE VAN NUYS, CA 91406 ph. {818) 782-6484 SPAN CONSTRUCTION AND ENGINEERING, INC. 1841 HOWARD ROAD MADERA, CA 93637 ph. (559) 661-1111 DESIGN DEVELOPMENT GROUP 8100 BALBOA PLACE VAN NUYS, CA 91406 ph. {818) 782-6484 LEGAL DESCRIPTION PARCEL 2 OF PARCEL MAP NO. 17542. IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY COUNTY, JJNE 27, 1995 EXCEPTlt-lG THEREFROM THAT PORTION THEREOF DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID PARCEL 2, SAID POINT BEING ON THE SOUTHERLY RIGHT-OF-WAY OF PALOMAR AIRPORT ROAD AS SHOWN ON SAID PARCEL MAP NO. 17542, THENCE ALONG THE WESTERLY LINE OF SAID PARCEL 2 SOUTH 02"08'33" WEST 136.08 FEET (NORTH 0210'50" EAST 136.00 FEET PER PARCEL MAP NO. 195 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY) TO AN ANGLE POINT THEREIN; THENCE CONTINUING ALONG THE BOUNDARY OF SAID PARCEL 2 SOUTH 87"54'06" EAST 250.43 FEET; THENCE NORTH 0211'15" WEST 133.85 FEET TO THE SOUTHERLY RIGHT-OF-WAY OF SAID PALOMAR AIRPORT ROAD; THENCE ALONG SAID RIGHT-OF-WAY SOUTH 87"50'34" WEST 40.00 FEET TO THE BEGINNING OF A CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 2,325.00 FEET; THENCE WESTERLY ALONG SAID CURVE 88.68 FEET THROUGH A CENTRAL ANGLE OF 0311'17" TO A POINT ON A NON-TANGENT CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 260.00 FEET A RADIAL LINE OF ~AID CURVE BEARS SOUTH 00"00'33" EAST; THENCE WESTERLY ALONG SAID CURVE 63.28 FEET THROUGH A CENTRAL ANGLE OF 13"56'43" TO A POINT OF REVERSE CURVAl'\JRE WITH A CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 240.00, A RADIAL LINE TO SAID POINT HAVING A BEARING OF SOUTH 13"56'10" WEST THENCE WESTERLY ALONG SAID CURVE 49.35 FEET THROUGH A CENTRAL ANGLE Of" 11•45•53• TO THE POINT OF BEGINNING. (ALSO KNOWN AS PARCEL B AS SHOWN ON "CERTIFICATE OF COMPLIANCE FOR ADJUSTMENT PLAT" RECORDED NOVEMBER 25, 1997 AS FILE NO. 1997-0597508, OF OFFICIAL RECORDS.) DRAWING INDEX TS-1 TITLE SHEET L-1 IRRIGATION PLAN L-2 LANDSCAPE PLAN ,_ ... ti) !::: ti :::E "' "' 0 ... 1!i a. 0 0 -0 N - TS-1 "AS-BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RCE----EXP.---- REVIEWED BY: INSPECTOR ti "' z 01 -1 ... , U, :::, ' n::: ,_, "'' z 0 u t 1- 5 m I ~ DATE DATE I .. .. l----lf----+--------+----+---4---+---I I SH1EET I CITY OF CARLSBAD I SH3EETS I PLANNING DEPARTMENT ::=:=:::_:::::=:::::::::::=::::::'.:'.:'.:'.:::::::'.'.'.=::::='....'.::::==: TITLE SHEET FOR: COSTCO GASOLINE 951 PALOMAR AIRPORT RD. CARLSBAD, CA 92009 fttJ.LJ/ DATE OWN BY: l----+---+----------+---+---+---+-----1 CHKD BY: PROJECT NO. CUP 90-03 DRAWING NO. 359-1 t.1 TE DATE INITIAL DATE INITIAL CATE INITIAL llLIL.R.J..i....,==.....J CITY APPROVAL NGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL 0 0 CD co :::> (/) :::Ii END Of WALL 3/4" (EXIST) 1/2" (EXIST) --- 0 11 NEW SLEEVE 1-1/2 x LINE SIZE I P.O.C. AT EXISTING 3/4" LINE I I j 1/2" EXISTING PLANTERS TO BE REMOVED 3/4" EXISTING 1 /2" LATERAL IN 1" SLEEVE SCALE 1• = 10' 10 20 GRAPHIC SCALE IN FEET I I . . . . . . . . . . . . -, I '.,, . ., . . . . { , .. ', ... . . . . • NOTE: OIL WATER SEPARATOR AND SPILL CONTAINMENT BASIN SHALL REMAIN ACCESSIBLE AT ALL TIMES. PROVIDE ',:-_'"'.' ONE FOOT PERIMETER AROUND Oil WATER SEPARATOR AND SPILL CONTAINMENT BASIN TO MAINTAIN FREE Of DEBRIS. 40 CARLSBAD IRRIGAllON CALCULAllONS PRESSURE LOSS --LONGEST RUN (EASTERN-MOST HEAD TO P.O.C. 0 EXISllNG PIPE SIZE GPM THRU PIPE LENGTH PSI LOSS PSI LOSS FEET PER 100' Tl-'<LJ Pl"[ SECTION 1 2 0.2 a.o 0.055 0.0044 1 2 0.4 a.a 0.11 0.0088 1 2 0.6 a.a 0.22 0.0176 1 2 0.8 a.a 0.22 0.0176 1 2 1.0 8.0 0.22 0.0176 1 2 1.2 8.0 0.22 0.0176 1 2 1.4 8.0 0.22 0.0176 EMITTER ACCESS BOX PURPLE W/LID --------- EMITTER .-' J.-H;:;:;I I , " ' I I TUBING STAKE -/'. _ ., , , .. ~111 11 IRRIGATION LEGEND • 0 OLSON l[H-12 EMITTER HEAD W/(12) 1-GPH OUTLETS EXISTING OLSON l[H-12 EMITTER HEAD W/ (12) 1-GPH OUTLET .._,()~_,._,( Cl 315 LATERAL PIPE (SIZE PER PLAN) ) (PURPLE) W/ MINIMUM 12" COVER 12 GPH AT 30 PSI .2 GPM/EH-12 (22) HEADS= 8.2 GPM l;j VI 0 iii g l;j VI % 0 ;::: (.l ::, "' ... VI % 0 (.l ol 01 1 2 1.6 8.0 0.78 0.0624 1 2 1.8 8.0 0.78 0.0624 1 2 2.0 7.0 0.78 0.0546 'f 1,11~11111111111 ~,A -111=11' , I I' "ffi' 'ffi" ·m~ =Ill 11 Ill I 1 111 11 i'llmlll 111 111~ "--"--r:::,111 111 111 11 i'11 111 11 · -=111=111=1 DISTRIBUTION 1UBE IRRIGATION NOTES 1) GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: 'I -o, 0 ~ N 81 3 4 .B 0.96 0.0720 3 4 4.0 a.a 0.96 0.0768 3 4 4.2 8.0 0.96 0.0768 3 4 4.2 8.0 0.96 0.0768 3 4 4.6 8.0 1.45 0.1160 3 4 4.8 8.0 1.45 0.1160 3 4 5.0 8.0 1.45 0.1160 3 4 5.2 5.0 1.45 0.0725 3 4 5.4 8.0 1.45 0.1160 3 4 5.6 8.0 2.03 0.1624 3 4 5.8 8.0 2.03 0.1624 3 4 6.0 8.0 2.03 0.1624 3 4 6.2 8.0 2.03 0.1624 3 4 6.4 8.0 2.03 0.1624 3 4 6.6 8.0 2.70 0.2160 3 4 6.8 8.0 2.70 0.2160 3 4 7.0 lj.0 2.70 0.2160 3 4 7.2 8.0 2.70 0.2160 3 4 7.4 8.0 2.70 0.2160 TOTAL PRESSURE LOSS THROUGH RUN (PSI} 3.0115 EW 3.5' MAX HIGH RETAINING WALL EXISTING SPILL CONTAINMENT BASIN A L-1 START OF WALL: 1/2" SPACED 8' O.C. I. PVC PIPE-""' SCH. 80 PVC RISER DRIP EMITTER HEAD DETAIL NTS 1/2" SCH. 40 PVC FITTING A - A) RESTORATION OF EXISTING IRRIGATION SYSTEM DAMAGED BY CONSTRUCTION ACTIVITY. B) EXTENSION OF IRRIGATION FROM PRE-EXISTING PLANTINGS INTO NEW LANDSCAPE AREAS. C) INSTALLATION Of SLEEVING. 2) IRRIGATION SYSTEM IS OF PRIOR BUILD. THIS DESIGN IS OF REROUTING ANO EXTENSlf'N OF EXISTING COVERAGES. 3 4 ) NEW WORK SHALL MATCH THE EXISTING. MATERIALS SHALL BE NEW. ) THE EXISTING CONTROLLERS AND VALVES SHALL REMAIN IN USE WITHOUT CHANGE OF EQUIPMENT OR WATERING SCHEDULE. WHERE POSSIBLE, ON-TIMES SHALL BE SET DURING OFF-BUSINESS HOURS. WORK WITH THE OWNER TO VERIF'Y THE EXISTING WATERING SCHEDULE. 5) ALL WORK PER CARLSBAD LANDSCAPE MANUAL, INSTALLATION PER MANUFACTURER'S INSTRUCTIONS. 6) ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES W/BOLT-LOCK LIDS (OR APPROVED EQUAL). SET BOXES 2 INCHES HIGHER THAN FINISH GRADE. 7) MAINLINE PIPE TO BE BURIED 18 INCHES (30 INCHES WHERE UNDER PAVING} AND LATERALS 12 INCHES (30 INCHES WHERE UNDER PAVING) BELOW FINISH GRADE. NO ROCKS OR DEBRIS TO BE BACKFILLED OVER PIPE. 8) VALVE, HEAD ANO LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR ADEQUATE COVERAGE. LOCATE AND ADJUST HEADS SO THAT ALL PLANTED AREAS ARE PROPERLY IRRIGATED ANO THERE IS COMPLETE COVERAGE. LOCATE All PIPING AND EQUIPMENT IN PLANTING AREAS WHERE POSSIBLE. 9) DURING INSTALLATION OF THE WORK, NOTE ANY LOCATIONS OF EXISTING IRRIGATION INFRASTRUCTURE WITHIN THE AREA OF WORK ANO CLEARLY NOTE ON NEW AS-BUILTS TO INCORPORATE All IRRIGATION ON THE PROJECT FOR OWNER'S USE. 10) FAMILIARIZE FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. - I I .. I .. i SPACED 8' O.C. 11) AFTER INSTALLATION Of THE NEW IRRIGATION, RUN THE ENTIRE SYSTEM THOUGHOUT THE SITE, FROM THE CONTROLLER, TO MAKE SURE THAT THERE IS CONTINUITY TO All ZONES. ~ § 12) FLUSH THE EN11RE SYSTEM, MAKING SURE THAT THERE ARE NO CONTAMINANTS VtHA TSOEVER IN THE NEW OR EXISTING PIPING. 1:3) ADJUST All IRRIGATION HEADS TO PROVIDE MAXIMUM COVERAGE, MINIMUM OVERSPRAY AND NO FOGGING. SET All HEADS BACK FROM CURBS, PA\1NG AND WALLS A MINIMUM OF 6 INCHES. VARIATION OF THEIR LOCA110N ON THE PLAN IS ONLY FOR THE SAKE OF GRAPHIC CLARITY. 14) REPAIR All PLANTING AREAS DISTURBED BY IRRIGATION MODIFICATIONS TO EXISTING SYSTEM AND INSTALLATION Of NEW SYSTEM. 15) VERIFY THE EXISTENCE OF AN AUTOMATIC SHUTOFF DEVICE. IF NONE EXISTS, PROVIDE A RAIN BIRD RAIN CHECK SHUTOFF DEVICE AT A LOCATION ACCEPTABLE TO THE OWNER. 16) SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT SHALL BE MADE ONLY UPON WRITTEN APPROVAL Of OWNER'S REPRESENTATIVE & CITY INSPECTOR. 17) CAP AND ABANDON (OR REMOVE) All IRRIGATION PIPING AND SILEEVING FROM PORTIONS Of EXISTING IRRIGATION SYSTEM TO BE ABANDONED. EXISTING VALVES ANO WIRING MAY BE REUSED PROVIDED THEY ARE FREE FROM DEFECTS OR DAMAGE. SALVAGE USED SPRINKLERS AND OFFER TO OWNER FOR SPARE PARTS. 18) REFER TO CONSTRUCTION DRAWINGS (C-SHEETS} FOR GRADING INFORMATION • 19) IT IS THE INTENT Of THESE DRAWINGS TO INDICATE A COMPLETE AND OPERATIONAL IRRIGATION SYSTEM, GIVING FULL COVERAGE AND READY FOR USE BY OWNER. ANY DISCREPANCIES, OMISSIONS, ERRORS, ETC., ON THESE DRAWINGS, OR ON SITE CHANGES, DOES NOT, AND SHALL NOT RELIEVE THE CONTRACTOR OF HIS OR HER RESPONSIBILITY TO PROVIDE A COMPLETE SYSTEM. IF NECESSARY, THE CONTRACTOR MAY, WHERE CHANGES OCCUR, ADD OR DELETE SPRINKLER, PIPE, ETC. UPON APPROVAL BY THE LANDSCAPE ARCHITECT, TO ASSURE ADEQUATE AND FULL COVERAGE. 20} PROVIDE (6) EMITTER LINES FOR EACH TREE, (4) EMITTER EACH FOR 5 GAL OR EXISllNG SHRUBS, AND ( 4} EMITTER EACH FOR 1 GAL SHRUBS. ... t I ; ::. ~ "AS-BUILT" I .. : ... .. ! NI uflm&\I ~~i~ cu ... ~ ...... Ill -!i ii !! = z .. z Cl:! 8'! it"" --> .. i DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RCE----EXP,---- REVIEWED BY: INSPECTOR DATE t---t--1--------11---+--+--+---1lsH2EETl,__c~1T=Y=o=F'-=c~A=R=Ls=s=A-D___,~a PLANNING DEPARTMENT ~ TITLE SHEET f"OR: COSTCO GASOLINE 951 PALOMAR AIRPORT RD. CARLSBAD, CA 92009 f----+---+----------4---4----1---+----1:::=::::::::=========::::========================~ APPROVED DATE INIT1AL DATE INITIAL NGINEER OF WORIC:: REVISION DESCRIPTION OTHER APPROVAL ASSIST DATE INIT1AL CITY APPROVAL PROJECT NO. CUP 90-03 1-(t!)~f DATE DRAWING NO. 359-1 M 0 0 U) -ID ::> V) :::E PLANT LEGEND EXISTING AREA LIGHT TO REMAIN EXISTING LIGUSTRUM TO REMAIN .• . . .. ··1 .. ·, , . . ' . I . .. : NEW 3.5' MAX EXIST! NG TREES 0 BE REMOVED EXISTING AREA LIGHT TO REMAIN SYMBOL • 0 HIGH RETAINING WALL EXISTING TREE TO REMAIN 1) QUALIF'ICA TIONS • NOTE: EXISTING OIL/WATER SEPARATOR AND ACCESS WAY OIL WATER SEPARATOR AND SPILL CONTAINMENT BASIN SHALL REMAIN ACCESSIBLE AT ALL TIMES. PROVIDE ONE FOOT PERIMETER AROUND OIL WATER SEPARATOR AND SPILL CONTAINMENT BASIN TO MAINTAIN FREE OF DEBRIS. SUBMIT MULCH SAMPLE TO CITY INSPECTOR F'OR APPROVAL PRIOR TO BULK DELIVERY TO SITE. EXISTING TREE TO BE REMAIN EXISTING SPILL CONTAINMENT BASIN AND ACCESS WAY LANDSCAPE CONTRACTOR SHALL BE SKILLED AND KNOWLEDGEABLE IN THE F'IEUD OF' WORK. CONTRACTOR SHALL BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. 2) JOB CONDITIONS IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES FROM THE PLANS TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISHED GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. 3) PROTECTION SAVE AND PROTECT ALL EXISTING PLANTING SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED, DO NOT PLANT UNTIL THIE SYSTEM HAS BEEN TESTED ANO APPROVED. HANDLE PLANTS WITH CARE. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST. DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHING FINISHED GRADE AND RE-MULCHING TO SPECIFIED DEPTH. 4) PLANT MATERIALS A) SPECIFIED SIZE IS THE MINIMUM ACCEPTABLE. B) QUALITY: PLANT MATERIAL SHALL COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION. PLANTS SHALL BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL-DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS SHALL BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESSICATION. PLANTS DETERMINED BY THE LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY; HAVE MULTIPLE LEADERS OR "y" CROTICHES LESS THEN 30 DEGREES IN TREES, OR THAT DO NOT MEET SIZE OR ANSI STANDARDS SHALL BE REJECTED. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BF. PERMITTED UNLESS WRITTEN EVIDENCE OF THE SPECIFIED PLANT(S)'S UNAVAILABILITY IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED SHALL BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES, AND NEAREST VARIETY, AS APPROVED, SHALL BE FURNISHED. CITY INSPECTORS MUST APPROVE SUBSTITUTIONS. 5) SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS A) SOIL TEST SHOULD BE PERFORMED BY ASOIL TESTING LABORATIORY (PRE-APF ROVED BY THE CITY). THE TEST SHAILL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: a. ORGANIC MATTER CONTENT b. N, P, K c. pH d. EC e. SOIL TEXTIURE (SILT, CLAY, SAND) f. RECOMMENDATIONS FOR AMENDMANTS, LEACHING, AND MAINTENANCE THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVE BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMANTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. PRODUCTS SPECIFIED BY PRODUCT NAME BY THEE SOIL LAB IN THE RECOMMENDATIONS MAY BE SUBSTITUTED WITH "OR EQUAL" PRODUCTS APPROVED BY THE CITY. MIN. 3" THICK WOOD CHIP MILCH INSTALL ROOT BARRIERS ALONG EDGE OF CURB O ALL NEW TREES 10' LONG CENTERED ON TREE TRUNK (2' DEEP UB 24.2 x 10')(DEEP ROOT) 0 EXIST! NG { 4) TREES TO REMAIN SCALE 1• = 10' 10 20 0 ~-.----- B) NATIVE SURFACE SOIL INCLUDING STOCKPILED TOPSOIL GRAPHIC SCALE IN FEET SURFACE SOIL ON-SITE MUST MEET TEXTIURAL CLASSIF'ICATION AS NOTED IN SECTION 6.A). OTHERWISE, PROVIDE AMENDMENTS AS IN SECTIONS 6.C) l AND 6.C) II, AND EVENLY BLEND AMENDMENTS TO SPECIFIED DEPTH. C) AMENDMENT I. PLANTING AMENDMENT PLANTING AMENDMENT SHALL CONTAIN MINIMUM 15 TO 20 PERCENT ORGANIC MATERIAL BY VOLUME. THE FOLLOWING PREPARATION IS FOR SOILS NOT MEETING TEXTURAL CLASSIFICATION IN 6.A). PROVIDE 4 INCHES (3 INCHES COMPACTED DEPTH) OF PLANTING AMENDMENT PER 12 INCHES OF SPECIFIED TOPSOIL DEPTH. PLANTING AMENDMENT SHALL BE FROM NON-ANIMAL SOURCES. Ii. FERTILIZER PROVIDE COMPLETE FERTILIZER WITH TRACE ELEMENTS, B PERCENT SULFUR, AND A MINIMUM OF 50 PERCENT SLOW RELEASE NITROGEN. FERTILIZER SHALL BE 10-15-20 AT 50 POUNDS PER 10 YARDS OF PLANTING AMENDMENT, PLANT TABS SHALL BE "GRO-POWER. • D) PLANTING BACKFILL ON-SITE TOPSOIL (EXCAVATED PIT SPOILS) SHALL BE FIELD PREPARED TO THE MINIMUM SPECIFICATIONS ABOVE. E) TOPSOIL PREPARATION AS A MINIMUM, ALL LANDSCAPE AREAS SHALL BE HAVE 12 INCHES OF TOPSOIL PER 6.A) AND OR 6.8). CONTRACTOR SHALL ADJUST GRAIDES AND SUPPLY TOPSOIL AS NECESSARY TO ASSURE THE MINIMUM DEPTH. CONTRACTOR SHALL FORM BERMS TO THE HEIGHT AND EXTENT NOTED AND SHOWN ON THE PLANS. SOILS AND AMENDMENTS SHALL BE EVENLY BLENDED THROUGHOUT THE TOP 6 INCHES OF SOIL TOPSOIL SHALL BE WORKED INTO SUB-BASE/SUBSOIL FOR ROUGH TRANSlllON. SOIL DEPTH SPECIFIED IS FINISHED, COMPACTED DEPTH. 7) BARK MULCH (TOPDRESSING) PROVIDE ONE-HALF-INCH (1/2") SIZE, TO ONE-INCH (1"), I.E. "MEDIUM," HEMLOCK/FIR BARK OR CLEAN WOOD CHIPS. APPLY SUFFICIENT QUANTITY TO PROVIDE THREE (3") INCHES DEPTH IN AREAS NOT PLANTED WITH TURF OR GROUNDCOVER YfHICH IS SMALLER THAN ONE GALLON SIZE. F'INE MULCH, I.E. "STEERCO" , AND CEDAR ARE NOT ACCEPTABLE. B) STAKES PROVIDE 2" DIAMETER, NET, BY 12-FOOT DOUGLAS F'IR (2x 2 x 12') STAKES. EXECUTION: 9) F'INISHED GRADES F'INE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER TWO INCHES (2") DIAMETER FROM THE TOP THREE INCHES (3") OF PREPARED PLANTING BED. AILl FINISHED GRAIDES SHALL BE SMOOTH, EVEN, LIGHTLY COMPACTED GRADES AS SHOWN ON THE PLANS AND DETAILS. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. 10) TREES ARRANGE TREES ON SITE IN PROPOSED LOCATIONS, PER DRAWINGS. EXCAVATE F'OR PITS, PLANTS, AND STAKE OR GUYS, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS SHALL STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS AS AMENDED IN SECTION 6.C). SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. 11) UTILITY CLEARANCES FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION FOR llREES/SHRUBS AND 2-FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. B) WHERE AC PAVING IS REMOVED FOR NEW PLANTERS, MAKE ADDITIONAL SOIL$ TESTS AT THE RATE OF ONE SAMPLE PER PLANTER (ISLAND). IF CONTAMINATED SOILS ARE PRESENT, REMOVE AND REPLACE TO FINISH GRADE WITH TOPSOIL PER SECTION 6. 12) PLANTING AND IRRIGATION MAINTENANCE CONTRACTOR SHALL MAINTAIN PLANTINGS AND IRRIGATION THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE SHALL INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADE OR POSITION, RE-ESTABLISHING SETTLED GRADES, AND MOWING LAWNS WEEKLY AFTER TURF ESTABLISHMENT. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION MAINTENANCE SHALL INCLUDE AIDJUSTIMENTS FOR BALANCED WATER DISTRIBUTION AND PRECIPITATION AND REPLACEMENT OR CORRECTION OF FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT. C) TAKE 1 BORING TO 3' DEPTH IN EACH NEW PLANTER WHERE AC PAVING HAS BEEN REMOVED TO CHECK FOR COMPACTED {HARD PAN) LAYERS. IF A COMPACTED LAYER EXISTS, OVER-EXCAVATE TO UNCOMPACTED SOIL BELOW THE LAYER. AMEND TOPSOIL PER SECTION 6. 6) SOIL AMENDMENT QUANTITY 75 13 40 BOTANICAL NAME CUPANIA ANACARDIOIDES EXISTING RAPHIOLEPSIS TO REMAIN RAPHIOLEPIS INDICA 'CLARA' PARTHENOCISSUS TRICUSPIDATA NEW PLANTER MULCH PER SPECIFICATIONS 2· 6" COMMON NAME ARROTWOOD 'CLARA' INDIAN HAWTHORNE BOSTON IVY SIZE 24" BOX 5 GAL. 1GAL. COMMENTS STANDARD/STAKED PER DETAIL 11-IIS SHEET PER DETAIL THIS SHEET 0 10' ON CENTER TRAIN TO WALL ~~~A. WIRE / / r-(3) 2x2xS' MIN. LODGEPOLE PINE STAKES DRl'vEN OUTSIDE OF ROOTBALL INTO SUBGRADE ----1/2"11 BLACK ..A'"k---l}---"'1fr ---RUBBER HOSE 3"-DEEP WATERING BASIN F'INISH GRADE PLANTING MIX BACKFILL MIN. TWICE CONTAINER DIA. BREAK UP SIDES AND BOTTOM OF PIT VARIES TREE PLANTING N.T.S. MIN. TWICE CONTAINER DIA. ,, .. / PLANT SHRUBS AT SAME GRADE AS NURSERY &,.. LAYER OF ~ MULCH IN Hf BASINS 'll PROVIDE WATERING BASIN ,--FINISH GRADE 5-GAL. CONTAINER PLANTING MIX BACKFILL SHRUB PLANTING N.T.S. t:i Ill t: ::IE IX ... "- •O 0 -N "' 0 n1 L..--------------------,-----r--.....__-1~ L-2 0 0 -0 N - APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" RCE----EXP,---- REVIEWED BY: INSPECTOR ... ... Ill :z 0 g IX ... Ill :z 0 0 8 8 8 DATE DATE RECOMMENDATIONS OF THE SOILS REPORT AND TESTING AND REQUIREMENTS OF THE GEOTECHNICAL ENGINEER SHALL TAKE PRECEDENCE OVER THE MINIMUMS NOTED. PROVIDE CHANGE ORDER FOR ADDITIONAL MATERIALS REQUIRED IN THE SOILS REPORTS. A) TOPSOIL AS A MINIMUM, SUPPLY TOPSOIL CONSISTING OF LOAMY SOIL WITH 5 TO 7 PERCENT ORGANIC MATTER. TOPSOIL SHALL BE AMENDED WITH SPECIFIC AMENDMENTS IN SECTIONS 6.C)l., AND 6.C)ll., AND BE BL!::NDED TO SPECIFIED DEPTH IN SECTION 6.E) BELOW. LOAM SHALL CORRESPOND TO FIEUD METHOD OF DETERMINING SOIL TEXTURE CLASSES FOR LOAM AND SILT LOAM AS ESTABLISHED BY THE U.S. SOIL CONSERVATION SERVICE. CONTRACTOR IS RESPONSIBLE FOR THE ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF-SITE SOURCES. l---l--+-------+----+---t---i----1ISH3Ea1~c_1T_Y_o_F_C_A_R_Ls_B_A_D~ISH3EETSI PLANNING DEPARTMENT DATE INmAL DATE INITIAL NGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL TITLE SHEIT F'OR: COSTCO GASOLINE 951 PALOMAR AIRPORT RD. CARLSBAD, CA 92009 APPROVED WN BY: PROJECT NO. HKD BY: __ CUP 90-03 DATE DRAWING NO 359-1M