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HomeMy WebLinkAboutCD 2020-0022; THE BEACON; Consistency Determinationoor1DDT!E5! IS81'&ves:pr11-1.~r.r:::U!!llllJ:.i' rJ~ ~: wy11Wlllµimp d•Ng last saved: Apr/1912021 7:39 PM by: williamp ~-----,~ -----'-·:.;,, sheet plotted: Jun/16/2021 @ 5:49 PM drawing file name: p:\2020-1 SS asana-beacon phase 3\dd\2020-169-s,.dw © 20 17 Architects Orange, LL p dba A O /~ pl~IIS are i;opyright prorec.'8d. /Jfider si.·ch pro!ec/hn !.!iliJii:bcrize(! i·:,e is .wt permi!/ed. These plans str:J/4' mJJ be rcprodi..·=1 or used w1:1ro:i1 Writ/en permissi0/1 !:Jy AO. 0 0 o ____. en :t> ~ en ::0 a, ► > .~ r~m en _ ~ cn~z ~ m ~ o ► I 0 ►~< Z ~ : :;;Jil-1 c '--CJ ...._. CJ ► ··"'"" I ,.._. m \ -~~~l . ~ I I h _ I, N ,-,.. . ----_. . c::, ' , m -I "U ',, , l,' N ► I ► ~ ;i,' 9 r: --1 ., 1 0 ==-z ' ~ 11 r N ::tJ ==a Z . =&-~ ~~~-N z z ► ::::0 ,, -r; en 'l ' \ -~-,;.,1· ~~)·,.'-. ;,·!~,£!:, ,,, '? ~~· -...;~ . ',, I i' .. (0 ,v z ·1 I . ., ~, •.-.~i;i:,:;:,·,.\:t"~ • . "1,'! ~-·,. ;:)· -..., '· --·; •• ;;~ ... ✓-•'-'' :.. ' . • . • ~f' ft-,: ... ,<!--~--';,-:. _ ~ • , . ....._ , m I f < _ _....._,... •• 0 • , -~ . . --' i' ;I I ' . ' ' : ' . ' ' ' c:, ► m o r >< <O :C: I ("') en I i;; ~ cl <"l•p .. i J _·· § ~ 9 · 9 ~ 1:1 :!! i!: ('] ~ ""'I I;: ~ -~ "'i p ! t:, ~f: . I , : . ! . I,, .. -. ,1 i±: ,_:~_ -• : .·; I ~--f-----. =· __:.'o".."."c' --·--"'· ' " -"" 0-, I'~~~~ ~I ~~~ ---<=, 1 0 ~ ? 'a· ~ ;,_ ~l r--..1,r,c,C,C.~c~.~~1, ~ ~ § t ~ ~ :i: "' "' -, $a~;;," 0 ~ -q g 2 -~ ,,, -'<; .... If~~ ~ i Ii ~ ~ 0 ~ ~ ~ I ~ ~ ~ ~ -~ THE BEACON -PHASE Ill CONSISTENCY DETERMINATION EXHIBIT 7760 & 7770 ELCAMINO REAL CARLSBAD, CALIFONRIA 92009 -I i * Lie :::o ~OB(;, <1,, r,'-,, '? ,j\ I zl ,<),(\·, r, §5N <::. CJ '1 I (,J ~ \'.P :_-:,i:, l i r ... --.J > I ·~ ~ N(./1 *"' ~ I 'ilr· ,,, ~ 1/ ~-0, ,:f ~ :;o O )> <D <D -, -., n !II -· ~ r+ca -· -· .... 0 ::J <D ::J • n ., .... ~ C: -· -, "O <D "' . . ). 1 '1. ' '' ~ ~ ;, i ~ I ' 0 ~ } " li l • ~ " s ~ " l • " C -, • ~ " li _, • ~ 1 I 0 ' ~ [ • a -~ ' _, ~ C > t , -~ ~ e ~ ~ ~ • ' ,_ a '<: "" {l Q_ ~ ~ .,,, ~ ['? a -le :,i ~ '<: '---~ @ ~ ·i:j ~ "'. '.§ i;", ~c 1 ·• ~ e SYMBOLOGY SYMBOL DESCRIPTION SYMBOL DESCRIPTION DETAIL REFERENCE BUILDING AND WALL SECTIONS 24B DETAIL NUMBER 1A DETAIL NUMBER A7.0-1B ( SHEET NUMBER A3.5 '\__ CUT PLANE ------. '1:----... <-SUBJECT POINTER SHEET NUMBER EXTERIOR ELEVATION INTERIOR ELEVATION A ELEVATION NUMBER ~~ DETAIL NUMBER ~( DETAIL NUMBER 0 -SHEET NUMBER ( SHEET NUMBER B< ELEVATION NUMBER KEYNOTE CEILING HEIGHT ~ ( 10·-o· ) HEIGHT A.F.F. U.N.O. WALL TYPE ACCESSORY TYPE ~---WALL TYPE TYP. '<---SUBJECT WALL s DOOR TYPE WINDOW TYPE e 8 MISCELLANEOUS TYPE DELTA AND CLOUD e ~ SIMPLE FINISH: COMPLEX FINISH: MATERIAL AND COLOR MATERJ.A.L, COLOR, & AODJTJONAL INFORMATION I P~J I ( MATERIAL EE( MATERIAL ( COLOR -COLOR ADDITIONAL INFO. ROOM IDENTIFICATION MATCH LINE COMPACTOR ROOM NAME -MATC':!_L~E-ROOM F100 ( ROOM NUMBER SEE: AA.X-X 100 SF ROOM FLOOR AREA 'L -MATCH LOCATION SHEET ROOM OCCUPANCY LOAD EGRESS WIDTH RM. OCC UPANCY GROUP CLOSET f-RM NAME OR NUMBER STAIR #1 EGRESS COMPONENT S-1 200 <-OCC. LOAD FACTOR occs, 100 OCCUPANT LOAD REQ'D: 20' ( REQ'D MINIMUM WIDTH 5 1,000 (--RM. FLOOI~ AREA PRVD, 20' PROVIDED WIDTH RM. OCCUPANT LOAD GRID LINE GRID LINE IDENTIFICATION IDENTIFICATION @\__ @ -("x' DENOTES EXISTING) -\_ - ABBREVIATIONS FOH AUUlrlONALAB3R:CVIATIONS RSFER TO THE DOOR BGHEOLJLE. FINISH SCHEDULE, At;o THE rnGINEER"S DRAWINGS 0 DIAMETER FA FIRE ALARM PARrN PARTITION 0 SQUARE FOOT I FEET FON FOUNDATION P.L. PROPERTY LINE & AND F.D. FLOOR DRAIN PL. PLATE @ AT F.E. FIRE EXTINGUISHER PLAM PLASTIC LAMINATE 1 CENTER LINE F.F. FINISH FLOOR PL.AS. PLJ\STER PERPENDICULAR FIN . FINISH PLBG. PLUMBING &1 POUND OR NUMBER FIXT. FIXTURE PLYWD. PLYWOOD EXISTING FL.ASH FLASHING POC POINT OF CONNECTION FLR. FLOOR PR PAIR AB. ANCHOR BOLT FLUOR. FLUORESCENT P.T. PRESSURE TREATED ASV. ABOVE F.H.C. FIRE HOSE CABINET NC AIR CONDITIONING F.H FIRE HYDR/\NT OT QUARRY TILE A.C. ASPHALTIC CONCRETE FL FLOW LINE ACOUST ACOUSTICAL F.O.C. FACE OF CONCRETE R. RISrn f1DD'L. ADDITIONAL F.0.F FACE OF FINISH R./RAD. RADIUS AD. AREA DRAIN F.O.M. FACE OF MASONRY R.D. ROOF DRAIN ADJ. ADJACENT F.OS FACE OF SHEATHING RDWD. REDWOOD AFF. ABOVE FINISH FLOOR FPRF. FIREPROOF RE: REFER TO AGGR. AGGREGATE FRT. FIRE RETARDANT TREATED REF. REFERENCE ALUM. ALUMINUM F.S. FINISH SURFACE REFR. REFHIGERATOR APPROX. APPROXIMATE F.S. FLOOI< SINK REG. REGISTER ARCH. ARCHITECTURAL FSR. FIRE SPRINKLER RISER REINF. REINFORCING ASB. ASBESTOS FT_ FOOR OR FEET REQ'D. REQUIRED ASPH. /1SPHALT FTC. FOOTING REQ'M'T, REQUIEMENT ASR AUTO. SPRINKLER RISER FURR. FURRING RESIL. RESILIENT AUTO. AUTOMATIC FUT. FUTURE R.H.B. RECESSED HOSE BIB RM. ROOM BD BOARD GA. GAUGE R.O. ROUGH OPENING BITUM. BITUMINOUS G/\LV. GALVANIZED ROW. RIGHT OF WAY 8LDG. BUILDING G.B GRAB OAR RS. ROUGH SAWN BLK BLOCK GC. GENERAL CONTRACTOR R.W.L. RAIN WATER LEADER BLKG. BLOCKING GI. GALVANIZED BM. BEAM GL. GLASS S. SOUTH BOT. BOTTOM GND. GROUND SAT SUSP. ACOUST. TILE BTWN, BETWEEN GR. GRADE s_c_ SOLID CORE GYP. GYPSUM SCHED. SCHEDULE C CAMBER SECT. SECTION CAB CABINET H.B HOUSE BIS S.F,or SF SQUARE FOOT I FEET C.B. CATCH B/\SIN H,C. HOLLOW CORE SHT. SHEET CEM. CEMENT HOR. HEADER SHT'G. SHEATHING CER. CERAMIC HOW HARDWARE SIM. SIMILAR C.H.□. CONCEALED HOSE BIB HDWO. HARDWOOD SPEC. SPECIFICATION C.I. CAST IRON H.M. HOLLOW METAL SQ_ SQUARE C/J CEILING JOINT HORIZ. HORIZONTAL S.S. STAINLESS STEEL CJ CONTROL JOINT H.P. HIGH POINT SSK. SERVICE SINK CLG. CEILING HR. HOUR STA. STATION CLR. CLEAR HT_ HEIGHT STD. STANDARD CMU CONCRETE MASONRY UNIT HVAC. HEATING, VENTILATION, STL. STEEL C.O. ar CONCRETE OPENING or & AIR CONDITIONING STOR. STORAGE C/0 CLEANOUT STRUCT STRUCTURAL I STRUCTUR _ COL. COLUMN 1.0. INSIDE DIAMETER SUSP. SUSPENDED CONC. CONCRETE I.E. INVERT ELEVATION SYM, SY METRICAL CONN. CONNECTION I.N_ INCH CONST. CONSTRUCTION INFO. INFORMATION T TREAD CONT. CONTINUOUS INSUL. INSULATION TB TOP SEAM CONTR. CONTRACTOR INT. INTERIOR TC TOP OF CURB CORR. CORRlOOJ?.. TD TOP OF DRAIN CTSK COUNTERSUNK JT JOINT TEL. TELEPHONE CTR. CENTER T&G. TONGUE AND GROOVE CY. CUBIC YARD LAM. LAMINATE THK. TH ICK LAV. LAVATORY T.J. TRUSS JOIST DBL. DOUBLE LT. LIGHT T.O. TOP OF DEPT. DEPARTMENT T.O.C. TOP OF CONCRETE DET. DETAIL MAX. MAXIMUM T.O.P. TOP OF PARAPET D.F. DRINKING FOUNTAIN MECH. MECHANICAL T.O.PL. TOP OF PLATE DIA. DIAMETER MEMB. MEMBRANE T.O.S. TOP OF STEEL DI.M. DIMENSION MET. METAL T.O.W. TOP OF WALL DISP. DISPENSER MFR MANUFACTURER T.P. TOP OF PAVEMENT ON. DOWN MH. MANHOLE T.V. TELEVISION DR. DOOR MIN. MINIMUM TYP. TYPICAL OS. DOWNSPOUT MIR. MIRROR D.S.r. ORY STANDPIPE MISC. MISCELLANEOUS UNF. UNFINISHED DWG. DRAWi.NG M.O. MASONr{Y OPENING UNO. UNLESS NOTED MTD. MOUNTED OTHERWISE E. EAST MUL MULLION VERT. VERTICAL EA. EACH \/EST. VESTIBULE EJ EXPANSION JOINT N. NORTH V.C.T. VINYL COMPOSITE TILE ELEC. ELECTRICAL NF.A. NET FREE VENT AREA V.1.F. VERIFY IN FIELD EL. ELEVATION N.I.C. NOT IN CONTRACT 1/.T.R. VENT THROUGH ROOF EMER. EMERGENCY NO. NUMBER ENCL. ENCLOSURE NOM. NOMINAL w_ WEST E.P. ELECTRICAL PANELBOARD N.T.S. NOT TO SCALE WI WITH EPS EXPANDED POLYSTYRENE W.C. WATER CLOSET EQ_ EOUAL OA OVERALL WD. WOOD EQUIP. EQUIPMENT OBS. OBSCURED WH_ WATER HEATER E.W.C. ELECTRIC WATER COOLER O.G. ON GENTER W/0 WITHOUT E.W. EACH WAY 0.0. OUTSIDE DIAMETER WP_ WATERPROOF EXIST. EXISTING OFD. OVERFLOW DRAIN WR WATER RESISTANT EXP. EXPANSION OFF. OFFI.CE W.W.F. WELDED WIRE FABRIC EXT. EXTERIOR OPNG. OPENING WT WEIGHT OPP. OPPOSITE GRAPHIC MATERIAL LEGEND i:alllmlllmlllinllJ 1~~~.7"1 ' .. . . . '. ; . -. ' •... ' . ,• l:21/1//& lliilllJJ UIIIII I 1?7/ZZil II EARTH SHOWN IN SECTION CAST-IN-PLACE CONCRETE PLAN OR SECTION BRICK PAVERS PLAN OR SECTION RIGID INSULATION OR SAFING PLAN OR SECTI ON METP.L-TYPE AS NOTED PLAN OR SECTION METAL-ROLLED SHAPE PLAN OR SECTION PLASTER ON METAL LATH SHOWN IN SECTION OENSGLASS SHOWN IN SECTION 1:;•:,y,.:.:,r?-·H·"I ~: '.. :c;_· ,::. ;' ~':: :S?'':f ,':",,'.J_, ,·, ;·· I :~-::-o-.:::--=:_ I 6\\\\\~ PZZZZZZZ«l Cf,.--.<'·•·1 rr/1Jff/fffflfJ GYPSUM BOARD SHOWN IN SECTION CONT. WOOD BLOCKING SHOWN IN SECTION FINISMED WOOD SECTION OR ELEVATION ·--OR --- FINISHED WOOD SECTION OR ELEVATION SPRAY FIREPROOFING SHOWN IN SECTION BATT INSULATION P THERMAL OR ACOUSTICAL AS NOTED GLASS SHOWN IN SECTION GMU SHOWN IN SECTION GENERAL NOTES THE INFORMATION CONTAINED IN TH IS SPACE IS PROVIDED TO AID THE REVIEWING AGENCY IN CHECKING CODE AND/OR ORDINANCE COMPLIANCE. THE CONTRACTOR SHALL REFER TO THE DRAWINGS AND SPECIFICATIONS FOR SPECIFIC INFORMATION. ALL WORK SHALL BE IN COMPLIANCE WITH THE CALIFORNIA BUILDING CODE AND OTHER APPLICABLE CODES (CURRENT EDITION THE STATE & CITY REQUIRE) 1. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. 2. SUB-CONTRACTORS & MANUFACTURES TO VERIFY ALL DIMENSIONS ON SITE BEFORE FABRICATION AND INSTALLATION. 3. BRING TO THE IMMEDIATE ATTENTION OF THE ARCHITECT IN WRITING, ANY FINDINGS, WHICH WERE NOT VISUALLY DETECTA□LE PRIOR TO DEMOLITION SO THAT TH E ARCHITECT CAN CLARIFY ACTIONS TO SE TAKEN BY THE CONTRACTOR. 4. ALL DOOR HARDWARE SHALL COMPLY WITH THE REQUIREMENTS OF CALIFORNIA BUILDING CODE CHAPTER 1008.1 .9. 5. EFFORT TO OPERATE BUILDING ENTRANCE AND INTERIOR DOORS SHALL NOT EXCEED 5 POUNDS. FOR OTHER EXTERIOR DOORS AND FIRE DOORS 30 POUNDS START FORCE AND 15 POUNDS OPENING FORCE IS ALLOWED. {PER C.B.C. 1008.1 .2} 6. EXIT DOORS SHALL ElE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL EFFORT PER C.B.C CMAPTER 1008.1.9. l. NUMBER AND LOCATION OF FIRE EXTINGUISHERS SHALL BE DETERMINED BY FIELD INSPECTION. 8. INTERIOR FINISHES SHALL COMPLY WITH C.B.C. SECTION 803 AND TA□LE 003.5 . 9. GYPSUM BOARD CEILINGS IN CONJUNCTION WITH FIRE RATED ASSEMBLIES SHALL BE SUSPENDED AT INTERVALS NOT EXCEEDING 16" O.C. 10. WIDTH AND HEIGHT OF REQUIRED EXIT DOORWAYS TO COMPLY WITH C.B.C. 1008.1.1, 11. MOUNT DOOR OPERATING HARDWARE AT HEIGHT BETWEEN 34" AND 44" ABOVE THE FLOOR. THE BEACON -PHASE Ill CONSISTENCY DETERMINATION EXHIBIT 7760 & 7770 EL CAMINO REAL CARLSBAD, CALIFORNIA 92009 PROJECT SCOPE SITE AND EXTERIOR MODIFICATION FOR BUILDINGS 7760 & 7770 INCLUDES FACADE UPGRADES, ADDITIONAL TOWER ELEMENTS, NEW AWNINGS, NEW EXTERIOR LIGHTING, NEW PATIO SPACE, REMOVAL OF EXISTING DRIVE THRU LANE, ADDITIONAL LANDSCAPING AND HAHDSCAPE, NEW TRASH ENCLOSURE AND PARKING RE-STRIPING. 221 SF WILL BE ADDED TO BUILDING 7760. SHEET INDEX SHEET TITLE 1---------------------------------1 COVER SHEETS CODE SUMMARY THE APPLICABLE CODES ARE THE CURRENT VERSION OF THE CALIFORNIA BUILDING STANDARDS CODE TITLE 24, TH IS INCLUDES OUT IS NOT LIMITED TO THE FOLLOWING PARTS: 2016 CALIFORNIA BUILDING CODE (CBC), TITLE 24 CCR 2016 CALIFORNIA ELECTRICAL CODE (CEC), TITLE 24 CCR. 2016 CALIFORNIA MECHAN ICAL CODE (CMC), TITLE 24 CCR. 2016 CALIFORNIA PLUMBING CODE (CPC), TITLE 24 CCR 2016 CALIFORNIA ENERGY CODE, TITLE 24 CCR. 2016 CALIFORNIA FIRE CODE (CFC), TITLE 24 CCR. CODE),2016 CALlf=ORNI/\ GREEN BUILDING STANDARDS CODE (CAL GREEN TITLE 24 CCR. THIS PROJECT SHALL ALSO COMPLY Wl'IH THE APPLICABLE CODES AND STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) PROPERTY INFO GENERAL PLAN DESIGNATION: GENERAL COMMERCIAL/ OPEN SPACE ZONING: C-2, GENERAL COMMERCIAL ADDITIONAL OVERLAY: THE PROJECT IS LOCATED WITHIN AREA 5 OF THE EL CAMINO REAL SCENIC CORRIDOR NUMBER OF LEVELS; 2 CONSTRUCTION TYPE: 1!!-B SPRINKLERS: NO OCCUPANCY GROUP: B,M, AND A-2 APN: 216-124-17 VICINITY MAP cs COVER SHEET T1-0 SHEET INDEX, PROJECT INFORMATION CIVIL PRELIMINARY GRADING AND DRAINAGE PLAN OMA EXHIBIT LANDSCAPE LO.DO TITLE SHEET LO 01 SHEET INDEX L0.02A GENERAL NOTES AND LEGENDS L0.02B GENERAL NOTES AND LEGENDS L0.03 MASTER FINISH SCHEDULE L0.04 TREE DEMO PLAN L 1.01 CONSTRUCTION PLAN (20 SCALE) LJ.01 CONSTRUCTION DETAILS L3.02 CONSTRUCTION DETAILS L4.01 WATER CONSERVATION PLAN L7.01 TREE PLAN LB.OD SHRUB LEGEND L8.01 SHRUB PLAN LB.02 SHRUB PLAN L9.01 LANDSCAPE MAINTENANCE PLAN L11.01 PLANTING DETAILS L11.02 PLANTING DET/\ILS L 13.01 LANDSCAPE SPECIFICATIONS L 13.02 LANDSCAPE SPECIFICATIONS ARCHITECT RAL A0.2 SITE PLAN ANALYSIS A0.3 OVERALL OUTDOOR DINING PARKING ANALYSIS A 1.0 OVERALL SITE PLANS A1.1 ENLARGED DEMOLITION AND PROPOSED SITE PLANS A1.2 PEDESTRIAN AREA PLAN! DINING AREA PATIO PLAN A2.1.60 BUILDING 7700 PROPOSED FLOOR PLAN, DEMO I EXISTING PLAN & REFLECTED CEILING PL.AN A4. 1.60 BUILDING 7760 EXTERIOR ELEVATIONS A4.2.60 □UILDING 7760 EXTERIOR ELEVATIONS A2.1.70 BUILDING 7T/O FIRST LEVEL PROPOSED & DEMO/ EXISTING PLAN & REFLECTED CEILING PLAN A2,2.70 BUILDING 7770 SECOND LEVEL PROPOSED & DEMO I EXISTING PLAN & FffF LECTED CEILING PLAN M.1.70 BUILDING 7770 EXTERIOR ELEVATIONS A4.2.70 BUILDING 7770 EXTERIOR ELEVATIONS A5.D SITE SECTIONS PROJECT DIRECTORY OWNER Asana Parlners 10,000 W,ishin!Jlon Blvd. Suite 07-105 Culver City, CA 90232 PH: (310) 702·6061 Ashley McDonald EM: amcdonald@asanapartncrs.com ARCHI.TECT AO Architects 144 N. Ornnge Street Orange, CA 92866 PH: (7 14) 639-9860 Bill Perkins EM: billp@aorchitects.com LANDSCAPE ARCHITECT AO Architects 144 N. Orm1ge Street Orange, CA 92866 PH: (714) 639-9860 Genaro Diaz EM: genarod@aorchitccls.com MECHANICAL Alpha MEP 5101 E. LA PALMA Avenue. S11ite 205 Anaheim Hills, CA 92807 PH: (714) 982-1787 Jeremy HaUield EM: jeremyh@alphamep.net ELECTRICAL Alpha MEP 5101 E. LA PALMA Awmue, Suite 205 Amihflim Hills, CA 92807 PH: (714) 982-1787 Jeremy Hetfield EM: jeremyh@alphamep.ne1 PLUMBI.NG Alpha MEP 5101 E. LA PALMA Avenue, Suite 205 /1.naheim Hills, CA 92807 PH: (714) 982-1787 Jeremy Halfield EM: jeremyh@alphamep.net SHEET TITL E CIVIL Blue Peak Engineering 18543 Yorba Linda Boulevard #235 Yorba Linda, CA 92886 PH: (714) 749-3077 Rober! DePrat EM: rdapral@bluepeakeng.com -~L------------------+----------------+--------------------l----..l...,;i..._ __________ --4--________________ -,-_______________ _J s,,1 Architecture. Design. Relationships. ---w en <( ::c c.. I z 0 (.) <( w m w ::c 1-- 1--co z 0 I->< <( w~ 0 0::: zo LL. I-z w w 1-:r: 0 (f) w -:, 0 0::: a.. Pmjeci Number 2()2i)./6{! /-'/ar, C!ieci! /{1Jm/mr: CD 2020·0022 (DEV2011·0105) S H E E T T1.0 I OWNER ASHLEY MCDONALD A:OANA PARTNERS 10000 WASHINGTON BL VD, CUL VER CITY, CA. 90232 SUITE 07-/D5 PROJECT ADDRESS: ----------------------------------------- 7760-7770 EL CAMINO //£AL CARS/BAD, CA SURVEY.: 77-IE EXISTING TOPOGRAPHY AND BOUNDARY WAS PR0'1D[D BY GC! /HEIR AL TA SURVEY DATED O:J/19/20 CIVIL ENGINEER Bl.VE PEAK /NG/NEU/ING, INC. 18543 YORBA LINDA /JLVD., #?.35 YORBA LINDA, CA 92886 (114) 149-3017 CONTACT.· ROB[RT OEPRA T SITE AREA: TOTAL PHASES ~ 8.69 AC EXISTING IMPERVIOUS Al/FA ALL PHASES ... 8.09 AC AREA DISTURBED BY ALL PHASES ~ 0.94 AC AREA TO 8[ DISTURBED BY Pl/ASE 3 ~ 0.29 AC P/IOPOSED NEW Pl/ASE 3 IMPERVIOUS AREA ~ 0.18 AC PROPOSED NEW PHASE 3 PERVIOUS AREA -011 AC 4' RA/UNG RETAINING WA/.L· LANDSCAPE SIDEWALK LANDSC PE \ SIDEWALK EX CURB & GLITTER [X PAVING ARCHITECT A/ICH17FC/S O,?ANGE 144 NORTc/ 01/ANCF STREET ORANGE, CA. 92866 714-539-9860 SOILS ENGINEER N/NYO & MOORE 5710 RUFFIN ROAD SAN DIEGO, CA. 92/2J 858-576 .. 1000 BUILDING FF ~66. 5 7 .---: 1/''/\\\~\ } ".;>~~\v\~'1/'»fSY/ . i.:•:<•:.",~\\\i~\:) iV\~~~r ~~;W;m "Jf"10?~~~:~l~~t;(~0~ ✓\~ef~~'.,\;;~~\~':0'%~~~\\~'«-~ ~~iJ~\l~~~~~~\ ~~'0~y- SECT/ONA-A -----···--·--·---··· --·--- N. TS. ------------------ 20 10 0 20 40 SCALE: 1"~20' LEGEND ~ PROPER TY LINE WV WATER VAL 'IE ff FINISHED FLOOR WM WATER MFTER TC WP OF CURB BW BACK OF WALK rs FINISHED SURFACE FG FINISHED GROUND FL FLOW LINE /NV /NVFRT F.I_E\1/\ T!ON TG TOP OF GRATE --<ID---PROPOSED CONTOUR GB GRAD£ BREAK 456)-.. · EXISTING CONTOUR q CENTERLINE PROPOSED £LEVA TlDN 56.10 R R!DGC LINE (56.10) EXISTING ELEVA T!ON !?/W RIG/ IT 01 WAY o-[J lt11 WATER METER UGI-IT O.H.E. OVERHEAD ELECTRICAL D -I CONCRETE PAVING SIDEWALK □ AC PAVING -------~-GRADING CONSTRUCTION NOTES r::~~·-: _:·_::~•1 BIOFIL 7HA 770N L_:__;_iJ ~CT IN PLACE EXISTING IMPROVEMENT ~ 0 CONSTRUCT PCC CURB PER SDRSD C-1, CF PER PLAN. ---(D CONSTRUCT PCC CURB & GUI /ER PER SDRSD C-2, CF PER PLAN. 0 CONSTRUCT 4" PCC SIDEWALK. FINIS/·/ PER LANDSCAPE PLANS. 0 CONSTRUCT Y' AC OVER 6" AB PAVING PER SOILS REPORT UTILITY PURVEYORS: UNDLHGROUND SEH'1CF AIERT (DIG MERI) SDG&E AT&T SPtCII/UM CABU COX COMMUN/CA /IONS CITY OE CARLS/JAD(STR[ETS & STORM DRAIN) CITY OF CARLSBAD(SEWER, WA /Ell & l~ECLA/MED I F/JCADIA WASTFWA TFR DISTRICT DL/VENHAIN WATER DISTRICT WA /Ell) ____ ,.- .. -~ KEJ:,MAP ---------------·----------. ----------....-:c:::: ______ --------. 811 (800)411-7343 (619)237-2787 (800)227-2600 (619)262-1122 (760)434-2980 (760)438-2122 (760)153-0155 (160) 753 .. 6466 -------.,_ ... ---_____ ,~ PROJECT BENCH MARK: £LEVA T/ONS FOR 71115 SURVEY ARE BASED ON CITY OF CARLSBAD BENCI/MARK "CLSB-017''. BEING A ?.5" DISK STAMPED "CLSB-07 7''. LOCATED IN T/i[ NOR Tc/EAST CORNER OF LA COSTA AVENUE BR/OGE OVER ENC/NI/AS CREEi<, 185' WEST OF CL CAMINO REAL ON IH[ NORTH SIDEWALK OF BRIDGE, 6 FEET NORTH OF CURB AND 2.5 FEET WEST OF THE £AST END OF Be/DGE WALL. ELEVATION: 19.58 FEET NGVD29 BASIS OF BEARINGS: BEARINGS ARE BASED ON TH£ CENTERLINE OF EL CAMINO REAL BEING N2426'/9"W AS SHOWN ON PARCEL MAP NO. 10283. TITLE REPORT: EASEMENT #15 IS Tl-IF ONLY EASIMENI ON 771£ OVEI/AU P//OPFRIY 7/TLE REPORT AFFECTING THIS PORTION OF Tl/£ PROJECT EX. LANDSCAPE EX RETAINING WAI.I- EX LANDSCAPE- EX SIDEWALK SECTION B-8 N. TS. 0 CONS/RUCT PCC PAVING PER SOILS REPORT 0 sAWCUT ex. PAVEMENT 0 INSTALL LANDSCAPING PER LANDSCAPE PLANS. 0 INSTAU Tl~ASl-1 /-.NC/OSURE PEIi AIICHITECTUR/\L eLANS. @ INSTALL BIOFILTRA TION PLANTER. @INSTALL 12" ROUND A TR/UM GRATE. __ .@INSTALL 4" PVC DRAIN PIPE - VICINITY MAP CITY OF OCEANSIDE HIGHWAY 0 NOT TO SCALE CITY OF VISTA ~" c,.O CITY OF ~-¥''-'G'cA -t1·-<;;' SAN MARCOS PACIFIC OCEAN SITE· OVERFLOW CA TC// BASIN ct I '0'4-t ~ 12" PONDING FG PER PLAN /8" SANDY LOAM rr-='tn=:--::= ~= 1 1::= ==11 r\/ 85% wAsHEo sAND _:111 11 [.~ I I I::= I Ir 111 11 10% FINES (SILT AND Cl :: . . I :.:·:1 =J"' 11-=' I :· 5% ORGANIC MA 1/tR -_-I IMPERMEABLE LINER 21" -J/4" GRAVEL "-''c GRAVEL-CLASS 2 _______...., _ PERMEABLE PER ctrl~ -. ,..f: 6" CAL TRANS SIDS 6" PERFORATED PVC P/PC~ I BIO-FILTRATION BASIN SECTION " < 0" 0 iS < qi' s.\ w~ 0 ::; > CD 0 ...J 00 u O'.l 00 (:) -,: N z 0, 0 c3 w z :,,'. ...J <( ~ -,: 0 ,.__ a. O'.l ,.__ w 0:: z 0 ::, 0 ::J C") ...J >--,: 0, O'.l C") O'.l " ~ " "' 0:: ,.__ "' "' 0 " ~ 00 N ~ ~ " >-,.__ ~l!J <(~ UJ 0::: O,_LI.I LI.I UJZ :::,-_Jl!J co~ DRAWING ISSUE RECORD DATE DESCRIPllON REVISION RECORD NO. OAlE DFSCRIPTION PROJECT NAME ~ ~ .... :a i3 c:3 cc: ~ Q.. c::i c:::i :a: -=i: I is~ c:3 cc: Co) -=i: ii:: f.:i ~ CQ PROFESSIONAL SEAL SHEET TITLE PRELIMINARY GRADING& DRAINAGE PLAN SHEET NUMBER --- 1 OF 1 DATE: 5/12/2021 , '""YT_, '""'""" I ASl'II -m-~----. . '. -----I --- ' . " ' . .. .. .· ..... · ,·_·., --~ ATTACHMENT fa DMA EXHIBIT ---------------------------- LANDSCAPED \'/Al ~ '. 'Rl TAININ - - _____ ,.... z\'N ---- ~ ------ ----------~- Pfr-- BES~MEN T -----PRACTICES ---B/O~F/[TRATION Ak'tAS ------· 20 10 0 20 40 SCALE: 1 "~20' LEGEND ff PROPER 1-Y LINE WV WATER Vl1LVE Ff" FINI.Sl/ED FLOOR WM WAT£R METCR TC TOP OF CUl?B BW BACK OF WALK FS FINISHED SURFACE FG FINISHED GROUND FL FLOW LINE /NV !NVF.RT ELEVATION TC TOP OF GRAT£ -®-PROPOSCO CONTOUR GB GRADE BREAK --(-56)--EXISTING CONJ'OUR Q CENTERI./NE PROPOSED ELEVA T!ON 56.10 R RIDGE LINE (56.10) EXISTING ELEVATION R/W RIGHT or WA y o-[] WM WAFER METER LIGHT 0 0.1-1.E. OVERHEAD ELECTRICAL CONCRETE PA VJNG SIDEWALK MAINTENANCE PRACTICES /NSP[C//ON fR/-"QUENCY WITHIN 72 HOURS AFTER [AC/I S/GN//7CAIIT RAIN LYEii i, Sl}AI ANNUAL/ Y RELYNNING AND END OF WET SEASON AS NEEDED ANNUALLY OVERFLOW CATCH BASIN ~ 72" PONDING MAINTENANCE / REPAIR PNOGRAM RESPONSIBLE PAR I Y· ASAI/A DEVELOPMENT MAINTENANCE AND REPAIR AC/IV/TIES· -PROVIDE EMPLOYEE TRAINING -REMOVE TRASH AND DEBRIS FROM tJAS/N -REMOVE SEDIMENT FROM BASIN -REMOVE STANDING WATER FROM BASIN TO PREVENT MOSQU/70 BREEDING -REP/ACE WOOD U/IPS AS REQUIRED -INSPECT ENG/1/URED SOIL /"OR COi/TAMii/A TIO/I WITH SILT OR OT//ER DEBRIS AND REMOVE AND REPLACE AS REQUIRED -INSPECT CRA VEL RASF FOFI POSITIVE DRAINAGE, REMOVE-AND REPLACE AS REQUIRED 24" -3/4" GRAVEL GRAVEL-CLASS 2 -~ PERMEABLE PE7 CALTRA/15 STDS. 6" P[RFORA TED PVC PIPE---------- BIO-FILTRATION BASIN SECTION 0 :;;; > (0 0 _j co l) a, ro (!) <( N z Cl) 0 <( w z "' _j l) i1i <( .,,- 1---o__ a, 0 1---w 0:: z 0 :::, 0 ::i "° _j >-<( oi a, "° a, ;!: I " "' 0:: "' "° 0 " co N ~ ~ .. >-1--- ~l9 <(~ wa::: Q_lJ.J lJ.J wz ::J-....Jl9 co~ DRAWING ISSUE RECORD DP.TE DESCRIPTION -----~---- ---------- REVISION RECORD NO. DATE DESCRIPTION ~---------- --------~-- ----------- PROJECT NAME PROFESSIONAL SEAL SHEET TITLE --- OMA EXHIBIT SHEET NUMBER 1 OF 1 DATE: 5/12/2021 " ) DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN , WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. ARCHITECTS ORANGE 144 N. ORANGE STREET ORANGE CA.92866 ¥Ltk BYDIEGO~SI PHONE NO: (714) 639-9860 REGISTRATION NO: 4201 DATE: 05.18.2021 EXPIRATION DATE: 09.27.22 WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAM ILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGU~NS T PROVIDE EFFICIENT USE OF WATER. 'j/'//, DATE: 05.18.2021 PHONE NO: (714) 639-9860 REGISTRATION NO 4201 EXPIRATION DATE: 09.27.22 BACKFLOW PREVENTER TESTING: ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND BY CALLING (760) 438-2722. INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR THE LANDSCAPE ARCHITECT OF WORK'S DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "CERTIFICATION OF COMPLETION" FORM. E-MAIL THE FORM TO: bp@dugmoredesignstudio.com. TO MAKE A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY, CALL (760) 436-7327. PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONT ACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. SECURITY RELEASE PRIOR TO SECURITY RELEASE, THE LANDSCAPE ARCHITECT OF WORK SHALL REVIEW I IN SPECT THE PROJECT AND PROVIDE A CERTIFICATION LETTER, AND AN IRRIGATION SCHEDULE AND LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE AS REQUIRED BY THE CITY WATER ORDINANCE. MWELO NOTES: 1. FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL SOIL WITH GREATER THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TI LLING 2. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFERED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED MEET THE REQUIREMENT OF THIS SECTION. 3. THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. ADDITIONAL NOTES: IRRIGATION AS-BUILT PLANS ARE REQUIRED TO BE SUBMITTED TO THE CITY AND SHALL BE PREPARED BY THE ENGINEERING AND PLANNING DIVISIONS.THE FINAL PLANS SHOULD BE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIMENSIONS PROVIDED BY THE CONTRACTOR. FINAL AS-BUILT PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY, AND FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY PRIOR TO RELEASE OF SECURITIES. C\JIMIIIII fUS\'lffl.E IHE!1S\,1000tOW 7/flJ/tlnl DRAWING INDEX: SHEET TITLE SHEET NUMBER -TITLE SH EET L0.00 1 SHEET INDEX L0.01 2 GENERAL NOTES & LEGENDS L0.02A 3 GENERAL NOTES & LEGENDS L0.02B 4 CONSISTENCY DETERMINATION EXHIBIT MASTER FINISH SCHEDULE L0 .03 5 TREE DEMO PLAN L0.04 6 CONSTRUCTION PLAN L 1.01 7 7760 CAMINO REAL & 7770 EL CARLSBAD, CA. CONSTRUCTION DETAILS CONSTRUCTION DETAILS L3.01 8 L3.02 9 VICINITY MAP CITY or OCEANSIDE HIGIIWAY 78 AVE. 92009 CITY OF VISTA ~~ CITY OF \\Qi-l!,::,-,'i SAN MARCOS WATER CONSERVATION PLAN L4 .01 10 TREE PLAN L7.01 11 SHRUB LEGEND LB.OD 12 SHRUB PLAN LB.01 13 SHRUB PLAN LB.02 14 LANDSCAPE MAINTENANCE PLAN L9.01 15 PLANTING DETAILS L 11 .01 16 PLANTING DETAILS L 11.02 17 LANDSCAPE SPECIFICATIONS L 13.01 18 LANDSCAPE SPECIFICATIONS L 13.02 19 PACIFIC OCEAN PROJECT LOCATION LOCATION MAP DI \ CITY OF ENCINITAS RT DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Architecture. Design. Relationships. ~--PROJECT SITE A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY. L0.00 APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BU il T" RCE __ _ EXP. ___ _ DATE REVIEWED BY INSPECTOR DATE 1---t----+-----------t----+--+----+-----l I SHE1 ET I CITY OF CARLS BAD ~9 PLANNING DIVISION l_J_g_j ~L=A=::N;D=,;S=,;C::AP;;E==::IM:;;P;R;O;VE:;;=M;E;N=,;T=;P:;:L=AN=,;S~F;O;R;:===~==~ THE BEACON 3-CONSISTENCY DETERMINATION EXHIBIT 7760-7770 EL CAMINO REAL CARLSBAD CA 92009 TITLE SHEET l---+---t------------------+---+--+---+-----11 APPROVED: P~L_A_N ___ N---IN-G,------------------ 1-~D---A TE~+-IN~IT=IA~L-+-----------------+-co-A=TE~t-,Nc=IT---,A-L +-,-D---A r=E---,-IN---l=TIA-L--1 ~D;W::;N=;B=::Y=: =::;G;;D;::::::::;-;===P=R=o=J=E=CT=N=o=. ==;-;=D R=A=W=l=N=G=N~O. CHKD BY, DA DESIGNER OF WORK REVISION DESCRIPTI ON OTHER APPROVAL CITY APPROVAL RVWD BY: DA THE BEACON -PHASE 3 CONSISTENCY DETERMINATION EXHIBIT CARLSBAD, CA -------------------------------------------------------------------------~--~------------------~~---~-----~---~~-~~~~-~~-~-~--------------------- c-FUS\1111£ -7/'IIJ/"'10 T.M. DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SHEET NUMBER L0.00 TITLE SHEET L0.01 SHEET INDEX SHEET TITLE L0.02A GENERAL NOTES AND LEGENDS L0.02B GENERAL NOTES AND LEGENDS L0.03 MASTER FINISH SCHEDULE L0.04 TREE DEMO PLAN L 1.01 CONSTRUCTION PLAN (20 SCALE) L2.01 LAYOUT PLAN L3.01 CONSTRUCTION DETAILS L3.02 CONSTRUCTION DETAILS L4.01 WATER CONSERVATION PLAN L5.00A IRRIGATION SPECIFICATIONS L5.00B IRRIGATION CALCULATIONS L5.01 IRRIGATION PLAN L6.01 IRRIGATION DETAILS L7.01 TREE PLAN L8.00 SHRUB LEGEND L8.01 SHRUB PLAN L8.02 SHRUB PLAN L9.01 LANDSCAPE MAINTENANCE PLAN L11.01 PLANTING DETAILS L11.01 PLANTING DETAILS L 13.01 LANDSCAPE SPECIFICATIONS L 13.02 LANDSCAPE SPECIFICATIONS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • L0.01 • • APPROVED F'OR • • !RR/GA T!ON AND PLANTING ONLY, INCLUDING PRECISE • • LOCATION or PLANTING AREA. "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE >----+---+-------------+---+---+---+----1 ~ CITY PL?N[NGCo~~o¼SBAD w ,----------~l------+---1------------------I---I----I-----I------I LANDSCAPE IMPROVEMENT PLANS FOR: Architecture. Design. Relationships. THE BEACON 3-CONSISTENCY DETERMINATION EXHIBIT 7760-7770 EL CAMINO REAL CARLSBAD CA 92009 SHEET INDEX l------t--+------------------t---+--l----+---ll~AP_P_R~O~V-ED_, _______________ I _PLANNING . DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL OWN BY: GD I CHKD BY: DA RVWD BY: DA . PROJECT NO. I DRAWING NO. VINE PLANTING NOTES LANDSCAPE GRADING NOTES CONCRETE NOTES GENERAL NOTES -~ _, . 1. GENERAL: ALL VINES SHALL BE PLANTED PER THE VINE PLANTING DETAIL, ANO THE WOOD SUPPORT 1. SITE PREPARATION: THE CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS, DEBRIS, AND OTHER 1. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND SERVICES 1. BIDDING: IT SHALL BE TO THE OWNER'S RESPONSIBILITY IN INVITING AND OBTAINING BIDS, SETTING ITS PROVISIONS AND STAKE SHALL BE CAREFULLY REMOVED WITHOUT DAMAGE TO THE ROOTBALL EXTRANEOUS MATERIALS FROM THE JOB SITE PRIOR TO PROCEEOI NG WITH WORK. FOR THE INSTALLATION OF ALL CONCRETE FLATWORK INDICATED ON THESE PLANS. INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS, AND WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO FULLY ENSURE THE QUALITY AND TIMELY COMPLETION OF THE PROJECT. 2. WOOD FENCES: VINES ATTACHED TO WOOD FENCES SHALL BE SECURED WITH GALVANIZED NAILS OR 2. SOIL PREPARATION: ALL SOIL PREPARATION SHALL BE INSTALLED AS PER THE SOILS AGRONOMY 2. COORDINATION: CONTRACTOR SHALL COORDINATE WITH APPROPRIATE TRADES TO LOCATE PIPE GALVAN/ZED EYE SCREWS AND HEAVY DUTY VINE TIES. REPORT TO BE PROVIDED AND PAID FOR BY THE OWNER. SOILS REPORT SHALL CONTAIN FULL SOil SLEEVES (IRRIGATION, DRAINAGE, ELECTRICAL, ETC.) BENEATH OR EMBEDDED IN CONCRETE BEFORE 2. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE All LABOR, MATERIALS, EQUIPMENT, AND SERVICES NECESSARY TO AMENDMENT RECOMMENDATIONS. THE REPORT SHALL BE IMMEDIATELY FORWARDED TO THE STARTING. FURNISH AND INSTALL A COMPLETE A COMPLETE LANDSCAPING PER THE DRAWINGS AND SPECIFIED WITHIN. 3. MASONRY WALLS: ON MASONRY WALLS ATTACHED WITH ADHESIVE TYPE VINE SUPPORTS WITH LANDSCAPE ARCHITECT UPON COMPLETION. SIU CONE ADHESIVE OR GALVANIZED EYE SCREWS AND WIRE (PER DETAIL). ATTACH VINES WITH HEAVY 3. SOIL PREPARATION: ALL EXCAVATION, GRADING, COMPACTION, ETC. SHALL BE IN ACCORDANCE WITH 3. PLAN VERIFICATION: THESE DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS, CONTRADICTIONS, ETC. THE CONTRACTOR DUTY VINE TIES. 3. SOil AMENDMENTS: THE SOJL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. THE R[COMMENDATJONS or TH[ STRUCTURAL SOILS REPORT. ALL SOIL MODlrlCATIONS SHALL BE UNDER SHALL REVIEW ALL DOCUMENTS THOROUGHLY AND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER IMMEDIATELY OWNER SHALL PROVIDE FOR A SOILS AGRONOMY REPORT FROM AN APPROVED SOILS LABORATORY THE SUPERVISION OF A SOILS ENGINEER. UPON ANY SUCH DISCOVERY OF DISCREPANCY. GOVERNING CODES SHALL THEN APPLY. AND/OR ANY ADDITIONAL SPECIFICATION PROVIDED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF PLANT MATERIALS. 4. SUB-GRADE: ALL SUB,GRADE MATERIAL, SAND, CRUSHED AGGREGATE, ETC., AND THEIR COMPACTION 4. ORDINANCE AND REGULATIONS: ALL LANDSCAPE PLANTING WITHIN THESE DRAWINGS AND SPECIFICATIONS SHALL SHALL BE PER STRUCTURAL SOILS ENGINEER SPECIFICATIONS. CONFORM TO ALL APPLICABLE GOVERNING CODES AND ORDINANCES (LOCAL, COUNTY AND STATE). 4. CULTIVATION DEPTH: ALL LANDSCAPE AREAS SHALL BE CULTIVATED TO A DEPTH OF 6". 5. ROCK AND SAND SPECIFICATIONS: SAND AND AGGREGATE FOR CONCRETE SHALL BE CLEAN, NATURAL 5. PERMITS AND INSPECTIONS: THE CONTRACT SHALL OBTAIN, COORDINATE AND PAY FOR ALL PERMITS, FEES AND AGENCY 5. AM_l;_NDMENT MIX: INCORPORATE Tl-IE FOLLOWING SOILS AMENDMENTS, OR PER SOILS REPORT, IN THE MATERIALS CONFORM/NG TOASTM DESIGNATION C33. INSPECTIONS REQUIRED. UPPER 6" OF ALL TILLING OR DISKING UNTIL ALL POCKETS AND LAYERS OF SOIL AND SOIL CONDITIONERS ARE ELIMINATED. 6. WATER: WATER FOR CONCRETE SHALL BE CLEAN AND FREE FROM DELETERIOUS SUBSTANCES. 6. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATE!. Y UPON ANY DISCOVERY OF DISCREPANCIES. IN THE GROUND COVER PLANTING NOTES REDWOOD SHAVINGS 6 YARDS PER 1000 SQ. FT. 7. CEMENT: CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO CURRENT REQUIREMENTS OF ASTM EVENT THIS NOTIF!CATION IS NOT PERFORMED, THE LANDSCAPE CONTRACTOR SHALL A8SUMI:: FULL RESPONSIBILITY FOR COMMERCIAL FERTILIZER 20 LBS. PER 1000 SQ. FT. C-150, TYPE I OR TYPE II. CEMENT SHALL BE OF THE SAME BRAND AND TYPE USED THROUGHOUT THE ANY REVISIONS NECESSARY. .. GYPSUM 100 LBS. PER 1000 SQ. FT. PROJECT . 7. LIAl:JLI:: FOR ENCROACHMl::NT: THE CONTRACTOR SHALL [;IE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT 1. GENERAL: ALL GROUND COVER AREAS NOTED ON PLANS SHALL BE PLANTED WITH ROOTED CUTTING 6. FINISH GRADE: FINISH GRADES SHALL BE THOSE INDICATED ON THE DRAWINGS OR AS MAY BE 8 MIXING: PROPORTIONING AND MIXING OF CEMENT, AGGREGATE, ADMIXTURES ANO WATER TO ATTAIN PROPERTY. RtGHT-OF-WAYS, EASEMENTS, SET-BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED FR6M FLATS. PLANT CONTINUOUSLY UNDER TREES AND SHRUBS AT Tl-IE SPACING INDICATED PER CONTROLLED BY EXISTING INSTALLATIONS. GRADES NOT OTHERWISE INDICATED SHALL BE UNIFORM. REQUIRED PLASTICITY AND STRENGTH SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE OR UNMARKED. PLANS. STRAIGHT LEVELS BETWEEN POINTS WHERE ELEVATIONS ARE DETERMINED. FINISH GRADES SHALL BE ACI {AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCHETI:: PRACI ICE ANO THE PCA (PORTLAND 2. SPACING: INSTALL PLANS IN AREAS AND TO SPACING AS SHOWN ON THE DRAWINGS IN EVENLY SMOOTH AND EVEN OF A UNIFORM PLANE WITH AN ABRUPT CHANGE IN THE SURFACE. MINOR MODELING CEMENT ASSOCIATION) "DESIGN AND CONTROL OF CONCRETE MIXTURES". 8. METHODS OF CONSTRUCTION: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, OF THE GROUND SURFACE MAY BE REQUIRED. GRADES SHALL PROVIDE FOR THE NATURAL RUN-OFF OF SEQUENCES, PROCEDURES AND TECHNIQUES. THE LANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION TRIANGULAR Sr'ACED ROWS. WATER WITHOUT LOW SPOTS OR POCKETS. FLOW LINES SHALL BE 8ET BY INSTRUMENT AND SHALL BE 9. COMPRESSIVE STRENGTH OF CONCRETE: ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE METHODS. EXCAVATION PITS: EXCAVATE P!TS A MINIMUM 3" X 4" WITH SUFFICIENT DEPTH TO ALLOW ROOT SYSTEM THE MAXIMUM GRADIENT POSSIBLE. STRENGTH OF 2,500 PS.I. AT 28 DAYS WITH A SI.UMP NOT TO EXCffD 4" CONFORM!NG WITH ASTM C"39. 3. CONCRETE SHALL CONSIST OF A MINIMUM 5 SACK PORTLAND CEMENT/ SAND/ GRAVEL MIX, g SAFETY: THE CONTRACTOR JS SOLELY RESPONSIBLE FOR INJTJATING, MAINTAINING AND SUPERVISING ALL SAFETY TO HANG FREE IN PIT. PLACE EACH PLANT AT ITS NATURAL GROWING DEPTH AND FIRM SOIL AROUND 1. Of<JUNAGE· THE CONTRAClOR JS HCSPONSJBLE FOR POS!IJV~ DRAINAGE IN ALL PLANTING AREAS IN CONFORMING 1/virrl ASTM C-150. PRECAUTIONS ANO PROGRAMS DURJNG CONSTRUCTION. THE BASE OF PU,J\,IT \l,f!"jf;!-,10,1,1/ .P/HJi\G,f; ;r il1li:'.0il<J'l'll. ACCORDANCE WITH THE PLANS, DETAILS, AND SPECIFICATIONS OR AS SPECIFIED BY THE OWNER. 10. CONCRETE FORMS: OWNER AND LANDSCAPE ARCHITECT SHALL APPROVE ALL CONCRETE f'ORMS PRIOR 10. UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES, 4. WATERING: WATER THOROUGHLY AFTER SUFFICIENT AREA HAS BEEN PLANTED. ANY PLANTINGS 8. FINISH GRADE AT TURF AREAS: FINISH GRADE AT ALL TURF AREAS SrlALL BE ONE INCH BELOW THE TO POURING FLATWORK. FORMS SHALL BE CONSTRUCTED ACCURATELY TO DIMENSIONS, PLUMB AND ELECTRICAL CABLES, CONDUITS, AND IRRIGATION LINES PRIOR TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS SHOWN EVIDENCE OF DRYING OUT OR BADLY WILTING WILL NOT BE ACCEPTED. GRADE OF ADJACENT WALKS, PAVEMENTS, CURBS, ETC. TRUE TO LINE AND GRADE. FORMS SHALL BE SUBSTANTIAL, MORTAR TIGHT, BRACED AND TIED SO AS TO MAY BE TAKEN NOTTO DAMAGE SUCH IMPROVEMENTS. 5. PRE EMERGENT: APPLY TREFLAN OR APPROVED PRE-EMERGENT IMMEDIATELY AFTER PLANTING TO ALL MAINTAIN POSITION AND SHAPE DURING PLACING OF REINFORCING AND CONCRETE. FORMS SHALL BE GROUND COVER AREAS. HYDROSEEDED AREAS NOT INCLUDED. 9. FINISH GRADE AT SHRUB AREAS: FINISH GRADE OF ALL SHRUBBERY AND GROUND COVER AREAS SHALL THOROUGHLY CLEANED OUT BEFORE CONCRETE IS PLACED AND FORMS SHALL BE REMOVED WITHOUT 11. INSURANCE: THE CONTRACTOR SHALL OBTAIN (AND KEEP IN FORCE DURING THE PERIOD OF THE CONTRACT) PUBLIC BE TWO INCHES BELOW THE GRADE OF ADJACENT WALKS, PAVEMENTS, CURBS, ETC., EXCEPT WHERE DAMAGE TO CONCRETE. CARE SHALL BE TAKEN IN ALL DETAILS OF FORMING, SETTING, REINFORCING, LIABILITY, WORKMAN'S COMPENSATION AND PROPERTY DAMAGE INSURANCE, AS REQUIRED BY ALL APPLICABLE CODES DEFECTS: ALL DEFECTS IN GROUND COVER PLANTING SHALL BE CORRECTED THROUGH THE WATER FLOWS ACROSS SAME. MIXING AND PLACING ALL CONCRETE EXPOSED IN FINISH WORK TO OBTAIN SMOOTH, EVEN SURFACES AND REGULATIONS. 6. 10. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM OF DENSE CONCRETE, AND CLEAN SHARP INSIDE AND OUTSIDE CORNERS. FORMS SHALL REMAIN IN GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE ALL STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. PLACE LONG ENOUGH TO ALLOW CONCRETE TO SET PROPERLY. 12. LIABLE FOR DAMAGES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS TO OWNER. UTILITIES, EXISTING PLANTING, CONSTRUCTION, PERSONS, PROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO 11. CONCRETE REINFORCING STEEL: CONCRETE, AS INDICATED PER PLANS, WITH STEEL SHALL BE GRADE GUARD AGAINST DAMAGE, 60. DEFORMED BILLET STEEL CONFORMING TO ASTM A-615. LOCATE IN CENTER OF POUR TYPICAL WITH 2' MINIMUM CLEARANCE AT ALL EDGES. 13. COORDINATION: CONTRACTOR SHALL COORDINATE ALL LANDSCAPE CONSTRUCTION WITH APPROPRIATE TRADES THROUGH THE OWNER BEFORE STARTING WORK. FIELD OBSERVATION 12. WIRE MESH REINFORCEMENT: CONCRETE, AS INDICATED PER PLANS, TO HAVE 6 X 6 #10 WELDED WIRE MESH OR STEEL AS REQUIRED BY STRUCTURAL ENGINEER. LOCATE IN CENTER OR POUR TYPICAL WITH 14. PLANTING PLANS: THE PLANTING PLANS ARE GENERALLY DIAGRAMMATIC ANO INDICATIVE OF THE WORK TO BE INSTALLED. 2" MINIMUM CLEARANCE AT ALL EDG[S. THE CONTRI\CTOR SHALL MAKE MINOR I\DJUSTMENTS DURING INSTALLATION TO AVOID CONFLICTS BETWEEN EXISTING --IRRIGATION, EXISTING PLANTING, ARCHITECTURAL FEATURES AND UTILITIES. SODDED TURF NOTES 1 . REQUIRED FIELD OBSERVATION: THESE PLANS WERE PREPARED WITH THE UNDERSTANDING THAT THE 13. THICKNESS OF CONCRETE: ALL CONCRETE FLATWORK SHALL HAVE A MINIMUM THICKNESS or 4", ALL OWNER OF SAID PLANS WILL USE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE 'FULL' CONTRACT THICKENED EDGES FOR CONCRETE FLATWORK SHALL BE PER PLANS. A 1/2" RADIUS SHALL BE PROVIDE[ 15. DIMENSIONS: ALL SCALE DIMENSIONS ARE APPROXIMATE. WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKE SERVICES INCLUDING F!ELD OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TO USE AT ALL EXPOSED EDGES AND/OR CORNERS, UNLESS OTHERVVISE NOTED ON PLANS. PRECEDENCE OVER SCALED DIMENSIONS. -··· PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES 1. FINISH GRADE: SOIL SHALL BE LEFT ONE-HALF FOOT (1-1/2') BELOW FINISH GRADE AS THE SOD WlLL SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE MISINTERPRETATION OF THE INTENT OF THE 14 CONCRETE FINISH: FINISH COURSE SHALL BE BROUGHT TO THE PROPER GRADE AND TO A UNIFORM 16. PLANTING NOTES: SEE GENERAL NOTES ON THE DRAWINGS FOR ADDITIONAL WORK REQUIRED, BUT NOT SPECIFICALLY BRING Tl-IE LEVEL UP TO THE PROPER HEIGHT. DESIGN. ANY UNAUTHORIZED MODlf'ICATIONS THERETO, AND FAILURE TO DETECT ERRORS AND SURFACE. CONCRETE COLORS AND FINISHES WILL BE PER CONSTRUCTION PLAN. ALL NATURAL MENTIONED ON THESE SPECIFICATIONS. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND OMISSIONS IN THE PLANS AND SPECIFICATIONS AND SPECIFICATION CAN BECOME COSTLY MISTAKES CONCRETE WITH MEDIUM BROOM FINISH. INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS AND/OR DETAILS. ,. SITE PREPARATION: AFTER PREPARATION OF SOIL, THE AREA MUST BE PRE-IRRIGATED TO WET IT TO A BUil TINTO THE PROJECT. THEREFORE, IN THE EVENT THAT PROFESSIONAL DESIGN ASSOCIATES ARE DEPTH OF FOUR INCHES (4"). IT SHALL BE DAMP BUT NOT MUDDY AND WITHOUT DEPRESSJONS. OTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATION SERVICES SET FORTI-I HEREIN, 15. BROOM FINISH: WHERE INDICATED ON DRAWINGS, APPLY BROOM FINISH AFTER FINISH TROWEUNG. 17. MATERIALS: ALL MATERIAL AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL BE NEWAND IN PERFECT CONDITION THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE BROOM FINISH SHALL BE PERPENDICULAR TO TRAFFIC FLOW OR IN THE DIRECTION AS INDICATED ON OR THE BEST GRADE OF THEIR RESPECTIVE KINDS WHEl~E INSTALLED AND SHALL Bl:: INSrALL!::l) IN ACCORDANCE WITH 3. HANDLING: INITIAL PLACEMENT OF SOD SHALL BE LAID WITHIN TWO (2) DAYS AFTER IT IS DELIVERED. IT PLANS WITH THE PROJECT} AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND PROFESSIONAL THE DRAWINGS. THE MANUFACTURER'S SPECIFICATIONS. SHALL NOT BE LEFT IN THE HOT SUN, IN ROLLS, OR STACKED OVERNIGHT. DESIGN ASSOCIATES AND THEIR CONSULTANTS FROM AND AGAINST ANY AND ALL CLAIMS. A. FINE BROOM FINISH: FINE OR SOFT TEXTURED BRISTLES B. MEDIUM BROOM FIN/SH: MEDIUM STIFF BRISTLES 18. SUBS i'ITUTIONS: DESIGN, MATERIAL, EQUIPMENT, AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON 4. FERTILIZER: PRIOR TO PLACING OF SOD, BROADCAST 16,20-0 f'[RTJLIZER AT A RAT[ OF SEVEN (7) LBS. 2. FIELD OBSERVATION COORDINATION: Tl-IE FOLLOWING OBSERVATIONS SHALL BE INITIATED BY THE C. HEAVY BROOM FINISH: COARSE OR STIFF BRISTLES DRAWINGS MAY BE CONSIDERED FOR USE. WRITTEN APPROVAL FOR SUBSTITUTIONS SHALL RE OBTAINED FROM THF. PER 1,000 SQ. FT. OVER SURFACE. CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR OWNER AND LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES AND ORDINANCES. ANY SHALL NOTIFY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN 16. RETARDANT FINISH: CONCRETE SURFACE SHALL 8E EXPOSED USING LI I HACHkOME CONCRETE EQU!PMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BY THE OWNER OR LANDSCAPE ARCHITECT MAY BE REJECTED 5. LAYOUT: SOD SHALL BE UNROLLED ANO PLACED CAREFULLY IN STAGGERED PATTERN. A PIECE OF 2 X 4 FORT-EIGHT (48) HOURS IN ADVANCE or ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION SURFACE RETARDER OR APPROVED EQUAL. APPLY IN ACCORDANCE TO ALL SPECIFICATIONS AND AND REMOVED AT CONTRACTOR'S EXPENSE. SHALL BE USED TO TAMP EACH ROLL AGAINST THE STRIPS TO ELIMINATE JOINTS AND EDGES. OF ANY REQUIRED CHANGES OR MODIFICATIONS TO BEAT THE CONTRACTOR'S EXPENSE. THE OWNER RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURE. AGGREGATE FOR CONCRETE 60-40 (JOB SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF PEA GRAVEL BLEND. 19. NOTICE OF COMPLETION: THE COMPLETION OF THE CONTRACT SHALL BE ACCEPTED, AND NOTICE OF COMPLETION 6. INSTALLATION: AFTER LAYING SOD, IRRIGATE MODERATELY TO INSURE MOISTURE PENETRATION, THEN THE OBSERVATION FORTY-EIGHT (48) HOURS IN ADVANCE. RECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETED TO THE SATISFACTION OF THE OWNER'S AUTHORIZED ROLL WITH A RYAN TYPE SOD ROLLER. SOD SHALL BE FLUSH WITH GRADES OF ADJACENT SIDEWALKS, 17. COLORED CONCRETE: COLORS PER CONSTRUCTION PLAN OR FINISH SCHEDULE. COLORS SHALL BE OF REPRESENTATIVE. CURBS, AND HEADER BOARDS. WATER AND ROLL AGAIN IF GRADE DOES NOT MEET THESE CONDITIONS. 3. CLOSING OF NOT INSPECTED WORK: THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF THE THE INTEGRAL 7YPE MANUFACTURED BY U/1. SCOFIELD COMPANY OR APPROVED EQUAL. SURFACES WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED, AND APPROVED BY THE DIRECTED BY LANDSCAPE ARCHITECT SHALL BE SEALED IN ACCORDANCE TO ALL SPECIFICATIONS AND 20. SITE MAINTENANCE: CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. ALL 7. WATERING: AFTER ROLLING THE SOD, AREAS SHALL BE THOROUGHLY WATERED TO A DEPTH OF SIX CONSULTING ENGINEER OR AUTHORIZED REPRESENTATIVE AND/OR GOVERNMENTAL AUTHORITY RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURE. DEBRIS SHALL BE REMOVED FROM SITE PER LOCAL CODE AND ORDINANCES. INCHES (6") AND KEPT CONTINUAL!. Y MOIST FOR A PERIOD OF TEN (10) DAYS. HAVING JURISDICTION OVER THE WORK. SHOULD ANY OF THE WORK BE ENCLOSED OR COVERED BEFORE SUCH INSPECTION AND TEST. HE SHALL UNCOVER HIS WORK AT HIS OWN EXPENSE. AFTER IT 18. STAMPED CONCRETE: CONTRACTOR SHALL INSTALL STAMP CONCRETE PATTERNS TO CONFORM TO ALL 21. MAINTENANCE fNSTRUCTIONS: AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL INSTRUCT THE OWNER'S 8 DEFECTS: ALL DEFECTS IN SOD PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD HAS BEEN INSPECTED, TESTED AND APPROVED, THE CONTRACTOR SHALL MAKE ALL REPAIRS SPECIFICATIONS AND RECOMMENDED INSTALLATION PROCEDURES OF MANUFACTURE, AND SHALL USE AUTHORIZED REPRESENTATIVE ON HOW TO PROPERLY MAINTAIN AND CARE FOR LANDSCAPE PLANTINGS. SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. NECESSARY TO THE OWNER'S SATISFACTION. MANUFACTURER'S RECOMMENDED PATTERNS, TOOLS, AND FORMS. CONTRACTOR SHALL USE RUBBER STAMPS OR AS APPROVED BY LANDSCAPE ARCHITECT. COLOR HARDENER SHALL MATCH CONCRETE 22. GUARANTEE~ THE ENTIRE LANDSCAPE INCLUDING ALL WORK DONE UNDER THIS CONTRACT SHALL BE GUARANTEED 4. JOB SITE MEETING AND REQUIRED INSPECTIONS: COLOR AND BE APPLIED PER MANUFACTURER'S RECOMMENDATIONS. RELEASE AGENTS, AS PER PLAN, AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND WORKMANSHIP, AND SHALL BE IN PERFECT WORKING ORDER FOR 90 A. PRE-JOB MEETING ON SITE-PRIOR TO COMMENCEMENT OF WORK, SHALL BE APPLIED PER MANUFACTURER'S SPECIFICATIONS. DAYS FROM DATE OF COMPLETION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER. TREES SHALL BE 8. DURING SOIL PREPARATION GUARANTEED FOR ONE (1) YEAR. ANY SETTLING OF TREE/ SHRUB WELLS WHICH MAY OCCUR DURING THE 90 DAY PERIOD C. AT COMPLETION OF SOIL PREPARATION 19. CONCRETE SAMPLE: CONTRACTOR SHALL PROVIDE OWNER WITH A 2' X 2' SAMPLE OF ALL CONCRETE FINAL ACCEPTANCE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION BY THE CONTRACTOR WITHOUT EXPENSE TO D. COMPLETION OF WEED CONTROL FINISHES AND STAMP PATTERNS PER PLANS. SAMPLES HALL BE APPROVED IJY OWNER AND LANDSCAPE THE OWNER INCLUDING THE COMF'LETE RESTORATION OF ALL DAMAGED PLANTING, PAVING OR OTHER IMPROVEMENTS OF E. PLANT MATERIAL INSPECTION ARCHITECT PRIOR TO POURING FLATWORK. ANY KIND. F. GRADING CHECK PRIOR TO GROUND COVER G PROGRESS/ INSTALLATION IN8PECTION 20. CURING: CURE CONCRETE IN ACCORDANCE WlTI I REQUIREMENTS OF Tl IE CURRENT ACI (AMERICAN H. COMPLETION OF PLANTING CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. MATERIAL NOTES L 30, 60, AND 90 DAY MAINTENANCE INSPECTION 21. r'OSITIVE DRAINAGE: CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DRAINAGE WITHOUT PONDING ··------··-·· 5. COMPLETION: WORK SHALL BE COMPLETED UPON FINAi. APPROVAL BY OWN FR AND I.ANDSCAPE ON ALL CONCRETE SURFACES. ALL CONCRETE FLATWORK SHALL SLOPE A MINIMUM 1% AWAY FROM 1. GENERAL: THE FOLLOWING LIST COMPRISES THE PRINCIPLE MATERIALS BUT DOES NOT SET THE ARCHITECT. A FINAL INSPECTION SHALL BE HELD UPON THE COMPLETION OF THE WORK PROVIDING THE BUILDINGS, WALLS, ETC. IN THE DIRECTION OF SITE DRAINAGE. LIMITATION FOR MATERIALS REQUIRED. IT SHALL BE UP TO THE CONTRACTOR TO SHOW THAT AMPLE CONTRACTOR HAS COMPLETED THE INSTALLATION OF ALL PHASES OF THE CONTRACT AND CONFORMED QUANTITIES OF Tl-IE REQUIRED MATERIALS WERE USED AND INSTALLED IN ACCORDANCE WITH THESE TO ALL REQUIREMENTS OF THESE SPECIFICATIONS. 22. CONCRETE JOINTS: CONTRACTOR SHALL INSTALL JOINTS AS NOTED OR PER STRUCTURAL ENGINEER'S PLANS AND SPECIFICATIONS. SPECIFICATIONS. A. CONCRETE WALKS(< 8'-0" WIDE): A TOOLED CONTROL JOINT AT 1/4" DEPTH OF CONCRETE. 2. SCOPE OF WORK: WORK SHALL CONSIST OF l'"URNISHING ALL MATCRIALS, SERVICES, AND EQUIPMENT JOINTS SHALL BE PLACED 5'-0" O.C. MAXIMUM AT ALL CHANGES IN DIRECTION AND AT ALL INSIDE NECESSARY TO COMPLETELY lNSTALL ALL LANDSCAPE WORK AS INDICATED ON THE DRAWINGS AND CORNERS. EXPANSION JOINTS WITH PRE-MOLDED 3/8" ASPHALTIC JOINT OR ETHAFOAM FELT AS PEf HEREIN SPECIFIED. OWNER'S SPECIFICATIONS, SHALL BE PLACED 20'-0" 0 C. MAXIMUM, 3. PLANT.JY16TERIALS: ALL PLANTS SHALL BE HEAL THY, WELL ESTABLISHED NURSERY STOCK, FREE FROM TREE AND SHRUB PLANTING NOTES B. CONCRETE PAVING: A TOOLED CONTROL JOINT AT 1/4" DEPTH OF CONCRETE, SHALL BE PLACED INSECTS AND THEIR EGGS AND DISEASES, PLANTS SHALL BE FURNISHED IN THE QUANTITIES REQUIRED AT+/-40 SQUARE FEET MAXIMUM, ALL CHANGES IN DIRECTION, AND AT ALL INSIDE CORNERS. TO COMPLETE THE WORK AS INDICATED ON THE DRAWINGS AND SHALL BE OF THE SPEC!ES AND SIZES EXPANSION JOINTS WITH PRE-MOLDED 3/8" ASP HAL TIC JOINT OR ETHAFOAM FELT AS PER OWNER'S INDICATED ON THE PLANT LIST. ALL PLANTS SHALL BE INSPECTED AND APPROVED PRIOR TO PLANTING. 1. PLANTING DEPTH: PLANT ALL PLANTS AT THEIR NATURAL GROWING DEPTH PER DETAIL, IN THE SPECIFICATIONS, SHALL Bl:: PLACl::D AT +/-160 SQUARE fOO I MAXIMUM. LOCATION SHOWN ON THE DRAWINGS. 4. REJECTION OF r'LANT MATERIALS: THE OWNER OR LANDSCAPE ARCHITECT MAY REJECT ANY PLANT 23. ADJOINING EXISTING CONCRETE SURFACES: CONCRETE DESIGNATED ON PLANS TO MEET ALL EXISTING 2. EXCAVATED PITS: EXCAVATED PITS WITH SQUARE AND VERTICAL SIDES, 2 TIMES THE DIAMETER AND 12" CONCRETE WALKS, DRIVEWAYS, ETC., SHALL BE FLUSt-1 AND INCLUDE AN EXPANSION JOINT l:!E: I-WEEN MATERIAL REGARDED AS UNSUITABLE AT ANY TIME AT NO ADDITIONAL COST TO THE OWNER. GREATER IN DEPTH THAN THE SIZE OF THE PLANT CONTAINERS. THE SURFACES. 5. HANDLING I STORA.GE: ALL PLANTS SHALL BE HANDLED AND STORED SO THEY ARE ADEQUATELY 3. BACKFILL MIXTURE: BACKFILL TO BOTTOM OF ROOT BALL WITH PREPARED BACKFILL MIXTURE, TAP PROTECTED FROM DRYING OUT, SUN, WIND BURN, VANDALISM, OR ANY OTHER INJURY. 24. DEFEClS: ALL DCH:'.CTS IN CONCRETE WORK SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE FIRMLY, SET PLANT IN CF:NTFR OF PIT IN A VERTICAL POSITION, CROVV"N LEVEL WITH FINISH GRADE. TO THF. SATISFACTION OF THE OWNER. L0.02A 6. TREE TAGGING: ALL SPECIMEN TREES CALLED OUT ON PLAN TO BE TAGGED SHALL BE SELECTED BY BACKFILL BALANCE OF PIT WITH THE FOLLOWING PREPARED MIXTURE OR PER SOILS REPORT. LANDSCAPE ARCHITECT. TEN (10) PARTS TOP SOIL 7. TREE STAKES AND GUYS: TREE STAKES SHALL BE LODGE POLE PINE OR CONSTRUCTION HEART FIVE (5) PARTS REDWOOD SHAVINGS REDWOOD. FURNISH AND INSTALL AS INDICATED ON DETAILS. QUARTER (114) LBS. BONE MEAL APPROVED FOR AGR\FORM Pl.ANT TAAI.F.TS -REFFR TO MATERIAi. NOTES #11 8. TREE TIES: TREE TIES SHALL BE FLEXIBLE NON-DETERIORATING SELF-FASTENING Bl.ACK VINYL TREE 4. TREE LOCATIONS: TREE LOCATIONS TAKE PRECEDENCE OVER IRRIGATION LINES. CONTRACTOR SHALL /RR/GA TION AND PLANTING TIES OF THE SIZES REQUIRED TO PROPERLY SUPPORT TREES, 'CINCH TIES' OR APPROVED EQUAL. MAKE FILED ADJUSTMENTS AS NECESSARY. 9. ROOT BARRIERS: CONTRACTOR SHALL INSTALL APPROVED ROOT BARRIERS ON ALL TREES WITHIN FIVE TREE WATER BASIN: CONSTRUCT A SIX (6) INCH DEEP WATER BASIN, MULCH WITH A TWO (2) INCH LAYER ONLY, INCLUDING PRECISE FEET {5') OF HARDSCAPE, STRUCTURES, ETC. 5. OF REDWOOD SHAVINGS, AND WATER THOROUGHLY. BACKFILLING WITH ADDITIONAL MIX WHERE VOIDS 10. SOD: SOD VARIETY SHALL BE PER PLANS. SOD SHALL BE SUPPLIED BY PACIFIC SOD OR APPROVED APPEAR LOCATION OF PLANTING EQUAL. PURCHASED FROM A RECOGNIZED TURF NURSERY, FIRST QUALITY, FRESH, AND CLEAN. 6. TREE STAKES: ALL NURSERY STAKES SHALL BE REMOVED AND ALL TREES SHALL BE INSTALLED WITH AREA. 11 AGRIFORM PLANTING TABLETS: PLANTING TABLETS SHALL BE 20-10-5 ANALYSIS PROLONGED RELEASE LODGE POLE STAKES DRIVEN THREE (3) FEET INTO THE GROUND. TREE STAKES SHALL NOT PIERCE THE NITROGEN. ROOT BALL AND NOT INJURE TREE ROOTS. SEE TREE PLANTING DETAILS. ONE (1) TABLET PER 1 GALLON. 7. TREE TIES: TREE TIES SHALL BE FASTENED TO THE TREE AND STAKE BY LOOPING THE TIES IN FIGURE "AS BUil T" TWO (2) TABLETS PER 5 GALLONS. 8'8 WITH THE INSIDE OF THE TREE TRUNK. FASTEN TIE TO THE STAKE WITH ONE GALVANIZED ROOFING FOUR (4) TABLETS PER 15 GALLONS. NAIL. SIX (6) TABLETS PER BOX SIZE FOR SPECIMENS LARGER THAN 15 GALLONS B. DEFECTS: ALL DEFECTS IN TREE AND SHRUB PLANTING SHALL 8[ CORRECTED TI-IROUGI I THE OR PER DRAWINGS. GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE 12. COMMERCIAL FERTILIZER: SHALL BEAR THE MANUFACTURER'S GUARANTEED STATEMENT OF ANALYSIS OWNER. RCE EXP, DATE AND SHALL BE CONTROLLED RELEASE TYPE FERTILIZER WITH THE FOLLOWING MINIMUM REQUIREMENTS REVIEWED BY 16% NITROGEN -7% PHOSPHORIC ACID -12% POTASH(+ IRON) 13. REDWOOD SHAVINGS: MULCH SHALL BE PURE REDWOOD SAWDUST AND SHAVINGS OR NITROGEN FORTIFIED FIR RESULTING FROM MILLING OPERATIONS AND SHALL NOT CONTAIN STICKS, BLOCKS OF INSPECTOR DATE WOOD, OR OTHER FOREIGN MATTER. SOURCES OF SHAVINGS SHALL BE APPROVED BY LANDSCAPE ARCHITECT. I SH~ET] CITY OF CARLSBAD w 14 SOIL SULFUR: STANDARD COMMERCIAL BRAND, GUARANTEED ANALYSIS OF 99% SULFUR (EXPRESSED PLANNING DIVISION AS ELEMENTAL), SUPPLIED IN UNOPENED BAGS WITH ANALYSIS ATTACHED. ~-9 15. BONE MEAL: BONE MEAL SHALL BE FINE GROUND, STEAMED, DRY MATERIAL WITH MINIMUM ANALYSIS LANDSCAPE IMPROVEMENT PLANS FOR, OF: THE BEACON 3-CONSISTENCY DETERMINATION EXHIBIT 1% NITROGEN -30% PHOSPHORIC ACID-69.5% UNDILUTED BONE D1 1 r, • ~RT \.~\\DSCA~ 7760-7770 EL CAMINO REAL ' • ~":',.9,,_,Essi,~ CARLSBAD CA 92009 16. SAMPLES: SAMPLES OF REDWOOD SHAVINGS, STEER MANURE, FERTILIZER AND SEED SHALL BE SUBMITTED FOR APPROVAL AND SHALL BE STORED ON THE SITE UNTIL FURNISHING OF MATERIALS IS ~ ~ ,.,_,, 1//1 S: ":'. GENERAL NOTES & LEGENDS ' COMPLETED. = I APPROVED, I T.M. DIAL TOLL FREE aWto ---t ml~l/12 17 CERTIFICATES: CERTIFICATES FOR EACH DELIVERY OF BULK MATERIAL SHALL BE FURNISHED TO THE 1 -800-422 -4133 -/< R<oeii~ * LANDSCAPE ARCHITECT BY THE CONTRACTOR. CERTIFICATES SHAl L STATF THE SOURCE, QUANTITY %_ U,'25/21 ,j Architecture. PLANNING AND TYPE OF MATERIAL, DATE, AND ADDRESS OF THE LOCATIONS IT WAS DELIVERED TO. AT LEAST TWO DAYS J'.~ n,1e /..~ BEFORE YOU DIG Design. ~ "" OWN BY, GD I PROJECT NO. I DRAWING NO. 1f or c11.1,~"' DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY, DA Relationships. -~ DESIGNER OF WORK REVISION DESCRIPTION RVWD BY: DA UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA OTHER APPROVAL CITY APPROVAL C,'\PRA-PUS\llU -7t,IJ1""1 C\IIOA,_ FUS\1111.E -7/IIJ/Oml DI T.M. SYMBOLOGY SYMBOL DETAIL NUMBER ----SHEET NUMBER " SUBJECT POINTER EXTERIOR ELEVAT!ON CONSTRUCTION KEYNOTE t-----------------------------------0 6'-i:[13~):==== DETAIL NUMBER V SHEET NUMBER FINISH KEYNOTE POTTERY KEYNOTE ~ FINISH NUMBER IPor-1 ls~-----POTTERY TYPEIENLARG. LETTER TREE AN SHRUB PLANTING KEYNOTE QUANTITY PLANT SIZE : 15 QTY I MAG GRA 'LI TLE GEM' , 24" BOX I STND., MATC ING MATCH LINE MATCH LINE • SEE: LX.XX (------MATCH LOCATION SHT. N -<-,----SOFTSCAPE ABBREVIATIONS ABV ABOVE FL FLOW LINE AC. ASPHALTIC CONCRETE FlJ\SH. FLASHING NC AIR CONDITIONING FLR. FLOOR A.O. AREA DRAIN F.O.B. FACE OF BUILDING ADJ, ADJACENT F.O.C. FACE OF CURB AGGR. AGGREGATE F.O.W. FACE OF WALL ALIGN F,S, FINISH SURFACE APPROX. APPROXIMATE FT. FEET ARCH. ARCHITECTURE FTG. FOOTING ASPH. ASPHALT GA. GAUGE AT. ARTIFICIAL TURF GAL. GALLON AUTO. AUTOMATIC GALV. GALVANIZED BLDG. BLDG. G.C. GROUNDCOVER BLK BLOCK GL GLASS BC BACK OF CURB GR. GRADE BOT. BOTTOM H.B. HOSE BIB BS BACK OF STEP HOR. HEADER B.R. BOTTOM OF RAMP HORIZ. HORIZONTAL C.8. CATCH BASIN H.P. HIGH POINT C.J. COLD JOINT HT HEIGHT CENTERLINE I.D. INSIDE DIAMETER CLR. CLEAR I.E. INVERT ELEVATION CMU CONC. MASONRY UNIT IN. INCH COL COLUMN INFO. INFORMATION CONG. CONCRETE INT. INTERIOR CONST. CONSTRUCTION JT. JOINT CONT. CONTINUOUS L.0.W. LIMIT OF WORK DBL DOUBLE LT. LIGHT D.D. DECK DRAIN MAX MAXIMUM DET. DETAIL MECH. M~CHA~llC~L D.F. DRINI\ING FOUTAIN MED, MEDIUM DIA. DIAMETER MET. METAL DIM. DIMENSION MFR. MANUFACTURER D.L. DRAIN LINE MH. MANHOLE DN. DOWN MIN. MINIMUM D.S. DOWN SPOUT MISC. MISCELLANEOUS DWG. DRAWING M.T. MULTI-TRUNK EA. EACH MTD. MOUNTED E,J. EXPANSION JOINT NAT, NATURAL ELEC. ELECTRICAL NAP. NOT A PART EL ELEVATION N.I.C. NOT IN CONTRACT ENCL. ENCLOSURE NO. NUMBER ESP. ESPALIER NUM. NOMINAL EQ EQUAL N.T.S. NOTTO SCALE EQUIP. EQUIPMENT O.C. ON CENTER E.W. EACH WAY 0.0. OUTSIDE DIAMETER EXIST. EXISTING OPNG. OPENING FXT. FXTFRIOR OPP. OPPOSITE F.F. FINISH FLOOR P.A. PLANTING AREA F.G. FINISH GRADE PE PAD ELEVATION FIN. FINISH P.L. PROPERTY LINE FIX. FIXTURE PL. PLATE F.J. FOUNTAIN JET PLYWD, PLYWOOD GENUS I SPECIES ABBREV. ADD'L REMARKS ANO NOTE DELTA AND CLOUD PLAS. PLASTER P.0.B. POINT OF BEGINNING P.O.C. POINT OF CONNCETION PR. PAIR PREFAB. PREFABRICATED P.T. PRESSURE TREATED R. RISER RAD. RADIUS R.D. ROOF DRAIN RDWD. REDWOOD REF. REFERENCE REINF. REINFORCING REV. REVISION RO.W. RIGHT 01-'WAY SCHED. SCHEDULE SECT, SECTION S.F. SQUARE FEET SHT. SHEET SIM. SIMILAR SPEC. SPECIFICATION S.L. SCORE LINE SQ. SQUARE S.S. STAINLESS STEEL STD. STANDARD STRUCT. STRUCTURE SYM. SYMMETRICAL T. TREAD TB TOP OF BEAM TC TOP OF CURB T.COP. TOP OF COPING TF TOP OF FOOTING TC TOP OF GRATE THK. THICK TP TOP OF PILASTER TR TOP OF RAMP TS TOP OF STEP TW TOP OF WALL TYP. TYPICAL UNF, UNFINISHED U,N.O. UNLESS NOTED OTHERWISE VERT. VERTICAL V.'.F. VERIFY IN FIELD WI WITH WO. WOOD WI WROUGHT IRON WJO WITHOUT w, WATERPROOF w.s. WATER SURFACE WT. WEIGHT W.W.M. WELDED WIRE MESH GRAPHIC MATERIAL LEGEND ffl!llmlllmlllr¥/IJ 1-,-· .. ,-:;1 W/@ W22'.2l [><I b\\\\\\\\'N8 tt?mm?l F-9 ~/"/1 DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG FARTH SHOWN IN SECTION CAST-IN-PLACE CONCRETE PLAN OR SECTION BRICK PAVERS SHOWN IN SECTION METAL-TYPE AS NOTED SHOWN IN SECTION CONT. WOOD BLOCKING SHOWN IN Sl:Cr!O.IJ FINISHED WOOD SHOWN IN SECTION --OR-- FINISHED WOOD SHOWN IN SECTION GLASS SHOWN IN SECTION CMU SHOWN IN SECTION 1-::-::-:-:-1 I .. J f-~%1:~:ill521 - PLANTING AREA SHOWN IN PLAN TURF OR ARTIFICIAL TURF SHOWN IN PLAN DECOMPOSED GRANITE SHOWN IN PLAN AGGREGATE PLAN OR SECTION UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Architecture. Design. Relationships. EROSION CONTROL SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: A. STANDARD#1-COVER CROP/AND EROSION CONTROL MATTING. COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILDFLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY {30) DAYS. THE TYPE OF EROSION CONTROL MATTING SHALL BE AS APPROVED BY THE CITY AND AFFIXED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. ON SLOPES 3 FEET OR LESS IN VERTICAL HEIGHT WHERE ADJACENT TO PUBLIC WALKS OR STREETS: WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15, EROSION CONTROL MATTING SHALL BE REQUIRED. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR EROSION CONTROL MATTING MAY BE USED. ON SLOPES GREATER THAN 3 FEET IN HEIGHT, EROSION CONTROL MATTING SHALL BE REQUIRED, AND A COVER CROP SHALL NOT BE USED, UNLESS OTHERWISE APPROVED BY THE CITY . B. STANDARD#2 -GROUND COVER: ONE HUNDRED {100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR}. C. STANDARD #3-LOW SHRUBS: LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 1-GALLON CONTAINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD#4-TREES AND/OR LARGE SHRUBS: TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1-GALLON CONTAINERS) SHALL BE INSTALLED AT A MINIMUM RATE OF ONE (1) PLANT PER TWO HUNDRED (200} SQUARE FEET. SLOPES -6:1 OR STEEPER AND: A. 3' OR LESS IN VERTICAL HEIGHT AND ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT A MINIMUM STANDARD #1 (COVER CROP OR EROSION CONTROL MATTING). B. 3' TO 8" IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), 1t2 AND #3. C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3, AND #4. AREAS GRADED FLATTER THAN 6:1 REQUIRE A COVER CROP PER STANDARD #1 WITH TF.MPORARY IRRIGATION WHEN THl':Y HAVE ONE OR MORE OF THF FOLi.OWiNG CONDITIONS: A SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. 8. 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 WARRAN r IMMEDIATE TREATMENT. MAINTENANCE NOTES 1. MAINTENANCE PERIOD: THE MAINTENANCE PERIOD SHALL BE FOR 90 CALENDAR DAYS BEGINNING ON THE DAY OF THE CHECK INSPECTION AFTER ALL WORK HAS BEEN INSTALLED AND APPROVED BY THE LANDSCAPE ARCHITECT. THE MAINTENANCE PERIOD MAY BE REQUIRED TO MEET THE REQUIREMENTS OF THE WORK SPECIFIED. 2. GENERAL: THE GENERAL CARE AND MAINTENANCE OF ALL AREAS SHALL CONSIST OF PROPER WATERING, FERTILIZA.TION, WEEDING, RODENT CONTROL, CLEAN UP, ETC. 3. SAFETY: ALL PLANT MATERJALS SHALL BE CHECKED AND MAINTAINED AS REQUIRED IN AN ONGOING PROGRAM TO ASSURE A SAFE ENVIRONMENT. 4. WATERING: WATER ALL PLANTINGS TO ASSURE COMPLETE GERMINATION OF ALL SEEDED AREAS AND CONTINUED GROWTH OF THE PLANTS. AREAS THAT DO NOT HAVE ADEQUATE IRRIGATION COVERAGE OR WHICH MAY REQUIRE ADDITIONAL DEEP WATERING SHALL BE WATERED BY HAND AS REQUIRED, 5. IRRIGATION COVERAGE: ADJUST ALL IRRIGATION HEAns IN EACH AREA AND ZONE OF EXPOSURE so THAT THE OPTIMUM AMOUNT OF WATER IS APPLIED AT THE PROPER TIMES WITHOUT OVERTHROW ONTO WALLS, WALKWAYS, ETC. 6. CULTIVATING AND WEEDING: CULTIVATING AND WEED ALL PLANTED AREAS AT REGULAR INTERVALS NOT TO EXCEED FIFTEEN (15) DAYS. EXERCISE CARE WHEN CULTIVATING TO AVOID DAMAGE TO ROOTS OF THE GROWING PLANTS. 7. CHEMICAL HERBICIDES: A CERTIFIED TECHNICIAN SHALL APPLY CHEMICAL HERBICIDES TO CONTROL WEEDS AT THE OPTION OF THE CONTRACTOR AND UPON PRIOR APPROVAL BY THE LANDSCAPE ARCHITECT. 8. PEST AND DISEASE CONTROL: A CERTIFIED TECHNlClAN SHALL SPRAY AS NECESSARY TO CONTROL ALL INFESTATIONS. 9. RODENT CONTROL: THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO ELIMINATE ANY RODENTS ENCOUNTERED ON SITE 10. PRUNING: ALL PRUNING SHALL BE IN ACCORDANCE WITH ARBORS GUIDELINES. DAMAGED, DEAD, OR DRYING BRANCHES SHALL BE REMOVED BACK TO A POINT OF GROWTH. 11. PLANT REPLACEMENTS: DURING THE MAINTENANCE PERIOD, SHOULD ANY PLANT SHOW WEAKNESS AND PROBABILITY OF DYING, IT SHALL BE REPLACED BY THE CONTRACTOR WlTMIN FIVE (5) DAYS OF NOTIFICATION TO DO SO. AT THE END OF THE MAINTENANCE PERIOD, ALL PLANT MATERIAL SHALL BE IN A I l[AL Tl·IY, GROWING CONDITION. 12. TURF AREAS: AT THE END OF EACH THIRTY (30) DAY PERIOD OF MAINTENANCE, THE CONTRACTOR SHALL DO THE FOLLOWING: OVER-SEED ALL SPOTS OR AREAS WHERE NORMAL SOD ESTABLISHMENT IS NOT EVIDENT. REMOVE ALL ROCKS OR OTHER DEBRIS THAT CONSTITUTES A HINDRANCE TO MOWING. FILL DEPRESSION AND ERODED CHANNELS WITH SUFFICIENT TOP SOIL TO RAISE TO PROPER GRADE, COMPACT LIGHTLY, AND RE-SOD THE FILLED AREAS. 13. TURF WEED CONTROL: TURF AREAS SHALL BE TREATED WITH A BROADLEAF WEED KILLER APPLIED PER MANUFACTURER'S RECOMMENDATIONS. 14. TURF FERTILIZER: FERTILIZE ALL TURF AREAS WITH COMMERCIAL FERTILIZER, 16"6-8 MINIMUM ANALYSIS, AT THE RATE OF TEN (10) LBS. PER 1000 SQ. FT. OF AREA 15. MOWING: MOW ALL TURF AREAS BEFORE THEY REACH A HEIGHT OF THREE INCHES (3") WITH MOWER SET AT TWO INCHES (2"). MAINTAIN ALL TURF AREAS AT A TWO INCH (2") HEIGHT THROUGHOUT THE MAINTENANCE PERIOD, LONG-TERM MAINTENANCE/ CONFORMANCE 1. ALL REQUIRED LANDSCAPE AS SHOWN ON THESE PLANS, INCLUDING THE RIGHT OF WAY, SHALL BE MAINTAINED BY SUDBERRY PROPERTIES. THE LANDSCAPE SHALL BE MAINTAINED FREE OF DEBRIS AND LITTER AND ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEAL THY GROWING CONDITION CONSISTENT WITH THE CITY OF SAN DIEGO LANDSCAPE REGULATIONS AND STANDARDS. L0.02B APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA, "AS BUil T" RCE ___ _ EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE I SH4EET I CITY OF CARLSBAD [SHITf5l f----+---t------------------+----+----t----t----< PLANNING DIVISION l_iu l-----i----+------------------------1----+---+----+----I LANDSCAPE IMPROVEMENT PLANS FOR THE BEACON 3 -CONSISTENCY DETERMINATION EXHIBIT 7760-7770 EL CAMINO REAL CARLSBAD CA 92009 GENERAL NOTES & LEGENDS >---+--~>------------------+----+---+---+----11A_P_P_R_o_v_E_o_, ___________ ~-----I .PLANNING . DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: DA RVWD BY: DA PROJECT NO_ I DRAWING NO- ~ □ ~ ~ ~ I PQT.02 I -I ARTIFICIAL TURF C.I.P. PEDESTRIAN CONCRETE PAVING 'PEBBLE 641' COLOR WITH ACID ETCH #3 PORCELAIN TILE DETECTABLE WARNING MAT C.I.P. VEHICULAR CONCRETE PAVING NATURAL GRAY MEDIUM BROOM FINISH PAINT ON METAL ALUMINUM HEADER FIRETABLE TRASH RECEPTACLE 28" DIA. X 36" H CUSTOM PRECAST CONCRETE PLANTER - SRC TBD "'"""'-fUS\111\.E -7/Z/'11>18 4 / L3.02 4/ L3.01 6 / L3.01 1 / L3.02 5 / L3.01 N/A 3 / L3.02 N/A N/A FOREVERLAWN FUSION PRO INTEGRAL COLOR CONCRETE DOLOMITI -RUNNING BOND PATTERN TO MATCH PHASE 2 N/A TO MATCH PHASE 2 CLEANLINE COMMERICAL GRADE TAVOLA 4 TO MATCH PHASE 2 TRINIDAD PLANTER I BAYAMO: #QR-BAY2836P BLADE HEIGHT SAWCUT PER PLAN ¾o" SAWCUT 16" X 48" X 20mm 36" WIDE 4" THICK N/A 1t THICK X 5.5' DEEP EXP LIP 0.187" 38" WIDE X 66" LONG X 16" HIGH 28" DIA X 36"H FIELD/ OLIVE GREEN TURF GREEN/ DARK TAN DAVIS COLORS: PEBBLE 641 NEUTRO HDL205 PER CITY STD. NATURAL GRAY TO MATCH PHASE 2 6063 ALUMINUM ALLOY GFRC/NATURAL FRENCH GREY DI RT DIAL TOLL FREE 1 -800 -422 · 4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA N/A ACID ETCH -TOP CAST RETARDER GRADE #03 - WITH HAND SEEDED MICA FLAKE FINISH PORCELAIN N/A MEDIUM BROOM TO MATCH PHASE 2 MILL FINISH NATURAL/ (1) SANDSTONE/ (9) Architecture. Design. Relationships. FOREVER LAWN MOUNTAIN WEST I WWW.PC.FOREVERLAWN.COM I ATTN: PAUL DANIELS/ GINA DANIELS I 208.473.2563 SURFACE RETARDER: GPC APPLIED TECHNOLOGIES I WWW.GCPAT.COM SEALER: SCOFIELD I WWW.SCOFIELD.COM ORCO I ATTN: MIKE MILLARD 949.241.6669 SEALER: SCOFIELD I WWW.SCOFIELD.COM PERMALOC I 800.356.9660 PRISM HARDSCAPES I www.prismhardscapes.com I ATTN: JOHN BALSZ 714.547.6710 I john@prismhardscapes.com QCP I WWW.QCP-CORP.COM I ATTN: BRIAN GOTZ 866.703.3434 USE 'ENVIRO-FILL' ACRYLIC SAND INFILL . SAND SET SEAL CONCRETE WITH 'REPELLO FPS' CLEAR MATTE SEALER BY SCOFIELD PLEASE NOTE DESIRED EXPOSURE ABOVE GRADE UNDER 'SIZE' COLUMN. CUSTOM EMERGENCY SHUT-OFF AND TIMER ASSEMBLY. SELECTION AND QUANTITY PER OWNER L0.03 APPROVED FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I SHEET I CITY OF CARLSBAD w PLANNING DIVISION 9 LANDSCAPE IMPROVEMENT PLANS FOR: THE BEACON 3-CONSISTENCY DETERMINATION EXHIBIT 7760-7770 EL CAMINO REAL CARLSBAD CA 92009 MASTER FINISH SCHEDULE 1-------+--+----------------------,f--------+---1--------+----1 I _A_PP_R_o_v_Eo_, ______________ _ 1-------t--+---------------------'f--------+---l------+----I ~P:::LA':"N:::N;:IN::::G==:::;:;;;;=:;-;=========:;;:=====::; 1--=c--t~···-·-·~ --·-·-----·-······----------+---+------l---+----1 OWN BY: ____,G=-"---PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKO BY: DA DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: DA --.. --....... . ;--._ -- 0 / I ---. - ', o·~~Gc:-%~";g' ,~~~~"'"~cw>-•--- -co ' ~c•.,,,,c,o, ; 'i --< " -_ -•---" _F --·--------> -•½,•,s: •· / - ,9,9, --~--· _ -1:::-:_t::~~-~-'c.~:2:."l: -. ' -< < .,, ' ' s!!,___ ¾ r·r----( 0-·1--- f N,-~ ;::;,-• I -I ~ '1111'\ , \ \\ ('0/ I.__---✓ _------- --- \ --- ~ jjJ -!;;if:-;;:/1 - 't_/, -----\ --/ -- , ----\,/ --- -< -------~ __ --_::-_:: ~~-.. ;-~----•. ·. -/_ ...... □ / LJ ----. --•. ·---=-,-~ ~- "'---,/ -~->>:··_-2:---:; 1.·<: :: ,>:.:. --.J ~--> ~ .: ce:;:-,<:'c.:1:/:: _ -:: ' ., ----',_ . -M~" ¾ --• 0;' -~ --- 0 DI RT UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA \ \ I \ \ 0 \ \ \ Design. . Relationships. --<.-,..._, __ "°;:··:...·<, / A -. . . ---~OMANZOFFIANA. "".a."/,1~ -·SYAGRUSrs. __ ._,_----. -<,..,~~ --S--~OMANZOFFIANA SYAGRU _ _ --QUEEN PALM-- MEDITERRANEANFAN _-- . " . PALM -.>- ""'~< 1/.)is7§;,..-: / -- -• '"w_./2""11 /11 • ---~~'-:::.c.:::---...__:.::::: -·-- --"'::':• •j -I//. • ~. ----<--~ "'»\\~,\'\; \\1\\\ --' -cs -------,,, --, \ \ \ \ ,_ / 14 -,<\ \ \ \ DATE INITIAL OF WORK DESIGNER \ • I --~ -, ' I ' ~ ",' \ -\ "\\ --"\ \ \ -- REVISION DESCRIPTION . TO B~_REM◊VED > TO BE REMOVED 20· .._ I 6 i's· 10· DATE INITIAL OTHER APPROVAL PLAT ANUS RACEMOSA EUCALYPTUS SP. EUCALYPTUS SP. EUCALYPTUS SP. PLATANUS RACEMOSA EUCALYPTUS SP. SCHINUS MOLLE SCH/NUS MOLLE PLATANUS RACEMOSA PLATANUS RACEMOSA PLATANUS RACEMOSA SCHINUS MOLLE SCHINUS MOLLE SCHINUS MOLLE GUM TREE GUMTREE GUM TREE CALIFORNIA SYCAMORE GUM TREE CALIFORNIA PEPPER TREE CALIFORNIA PEPPER TREE CALIFORNIA SYCAMORE CALIFORNIA SYCAMORE CALIFORNIA SYCAMORE CALIFORNIA PEPPER TREE CALIFORNIA PEPPER TREE CALIFORNIA PEPPER TREE TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN TO REMAIN -,<'i;\ --SCHINUS MOLLE -->< I CALIF.ORNIA ~EPPER_ . TREE -'-_;,.I - ,,-' ; '', I 20' 30' SC~JNUS MOLLE EUCAL vPTUs_ SP.- C~LIFORNIA ·pEPPER TREE . - GUM TREE ' -TO B_E·REMOVED . PLAT AN~s RAC-EMOSA . --CAuFo'r~~M svCAMORE --·. ' -. I L0.04 APPRovig ;f:NTING !RR/GA TION Jo/NG PRECISE ONLY, INCL OF PLANTING LOCATION ·- AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: 40' INSPECTOR DATE [sHfEll CITY ?NNING DIVISION [sffiTISl F CARLSBAD l___iu L__j PL FOR I DATE INITIAL CITY APPROVAL I AA;P;P;RO~V~EiD~:=:;;;::=:::~ii~~~=,1 DRAWING PLANNING GD [ PROJECT NO. OWN BY: DA CHKD BY: DA RVWD BY: NO. ~ ' ' ' P-05 ' C.I.P. VEHICULAR CONCRETE PAVING ~ ' ' ltJ1,t1r o,., "-<f-c-----PROPERTY LINE ------~s:::-EXISTING PARKING LOT LIGHT TO REMAIN ,------E ISrlNG WATER METER LOCATION ~.., 'Iii( -' ,----PROPOSED ~LAND -PER CIVIL ENGINEER'S DRAWINGS P-01 ~LL-PROTECT IN PLACE ' ~~ STALLS STRIPING-P~AWINGS ' ~---< POT-01 X "'121"2"'s""'D"'1A.'"'x;-1.3~>1-"-.. -' .....__,-------8<;1S:i:1.NG SEWER LINE ,------==-EXISTING WATER LINE C.I.P. PEDESTRIAN CONCRETE PAVING // / '.:_._-·<I/ EXISTING ELECTRIC TRANSFORMER AND I WALL-PS.OTECT IN PLACE_,,>-;., ·---' • • ~ EXISTING~LOTLIGHTTO REMAIN -........... ' -' --~11,11.r o, ~ <::-.-:::::::==--_-_-_-_-:_-:::---- ------- POT-01 X I. T -P-01 C.I.P. PEDESTRIAN CONCRETE PAVINI l ) : ( \.:): ' , I I • ' . . . --PATIO RAILING ON LOW WALL -WALL PER -j/Hr. ~."J. j;~~. ,.a •• -ff-~'Jt/ CIVIL ENGINEER'S DRAWINGS_-PATIP · •. · .• 11. • •. •. , · _ '. RAIL TO MATCH RAILING AT"f'rlr'iSE 2----: :-1·:< -:-. _._.,._" --P-02 \c)ll "N" ? ',1 %1 -~ -. --. -. -. -. , . . PORCELAIN TILE PROPOSED FIREPLACE -PER FUTURd TENANT IMPROVEMENri ·--....... :-£:;:,:,:,:,:,:,: EXISTING RETAINING WALL AND1 coLUMNS-P~OTECT 1111 P~sl __ • •o•••••••• ' .. ... ·----.-· -:,:-:-:-:-:-:-:-:.:-:--:-: ' ,. ... -~ ... - -~~,t --........... --POT-01 X (4) "'DIA. X 36"H ' , CAMINO REAL EXl$TING dABLETV- PROTECT IN PLACE EXISTING FIRE HYDRANT BIO-RETENTION AREA -PER CIVIL ENGINEER'S DRAWINGS _______ _,.._...,__---.-..:::..,_..,_ _.,, -/\ ~7✓~ i¥; SA-01 GREEN SCREEN PANEL-PER P-04 t_-"'--1iMTf-&W°'oifK""' U -~ 1i' . / ef "" FIRETABLE ARCHITECTS DRAWINGS DETECTABLE WARNING -.--. " MAT-TYP. AT ALL CURB RAMPS ,·x1S-TING·s-TREET LIGHT ---~----10'-SETBACK-blNE-P-01 ~---EXISTING UTILITY pEQ~S:rAL EXISTING DRAIN INLET- GENERAL CONSTRUCTION PLAN NOTES 1. REFER TO GENERAL NOTES AND LEGENDS, SHEET L0.02 FOR GENERAL CONSTRUCTION NOTES AND ABBREVIATIONS. 2. REFER TO FINISH SCHEDULE, SHEET L 1.00 FOR FINISH INFORMATION. 3. REFER TO POTTERY & SITE AMENITIES PLANS FOR POTTERY & SITE AMENITlES IDENTIFICATION. 4. CONTRACTOR TO VERIFY ALL QUANTITIES PRIOR TO PURCHASE AND INSTALLATION. 5, · • • -• HATCH DENOTES PLANTING AREA. ~-------EXISTING CABLE TV. PROTECT IN PLACE C.LP. PEDESTRIAN CONCRETE PAVING -1~~j ~-EXISTING SIDE WALK TO REMAIN PROTECT IN PLACE ~----EXISTING COMMERCIAL SA-02 e-------~ TRASH RECEPTACLE EL CAMINO REAL ~--EXISTING CURB & GUTTER- ---1=1ROIECT IN PLACE DRIVEWAY ENTRANCE - PROTECT IN PLACE ~----~-------EXISTING WATER VALVE -~ ·--REFER TO CIVIL PLANS 6, j::::::;:::::::;:::::::::::::::I HATCH DENOTES DECOMPOSED GRANITE. 7. ALL FURNITURE TO BE HANDLED BY FFE CONSULTANT, UNLESS SPECIFIED ON LANDSCAPE PLANS. 8, ALL CIVIL INFORMATION AND SITE UT/LIT/ES SHOWN ON THESE PLANS ARE FOR REFERENCE ONLY. REFER TO APPROPRIATE CONSULTANT DRAWINGS. 9. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL INFORMATION AGAINST EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER'S REP. OR ARCHITECT OF ANY DISCREPANCIES, N~ 20· ~ ~ 0 2' 5' Hi. CONTRACTOR SHALL VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE HELO LIABLE FOR ALL DAMAGES INCURRED DURING CONSTRUCTION. 11. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SLEEVES AS NECESSARY FOR IRRIGATION DESIGN PRIOR TO INSTALLATION OF CONCRETE PAVING. 12. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS ANO/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN, SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS. 13. ALL CONSTRUCTION AND INSTALLATION OF LANDSCAPE ITEMS SHALL BE PER LOCAL CODES AND ORDINANCES. 14. THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND SHALL BE RESPONSIBLE FOR THE PROPER EXECUTION OF ALL DETAILS OF INSTALLATION INCLUDING COORDINATION OF DESIGN INTENT WITH LANDSCAPE ARCHITECT. ANY CONSTRUCTION NOT MEETING THE APPROVAL OF THE OWNER OR THE LANDSCAPE ARCHITECT SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE WITH ACCEPTABLE CONSTRUCTION. 15, SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES Of AN IMPERMEABLE SURFACE UNLESS THE IMPERMEABLE SURFACES WAS DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPES AREA. DI RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' Architecture. Design. Relationships. DATE INITIAL DESIGNER OF WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL ~ I POT-021 • I I 10' 20' DATE ARTIFICIAL TURF C.I.P. PEDESTRIAN CONCRETE PAVING 'PEBBLE 641' COLOR WITH ACID ETCH #3 PORCELAIN TILE DETECTABLE WARNING MAT C.I.P. VEHICULAR CONCRETE PAVING NATURAL GRAY MEDIUM BROOM FINISH PAINT ON METAL ALUMINUM HEADER FIRETABLE TRASH RECEPTACLE 28" DIA. X 36" H CUSTOM PRECAST CONCRETE PLANTER - SRC TBD 4 / L3.02 4 / L3.01 6 I L3.01 1 / L3.02 5 / L3.01 N/A 3 / L3.02 N/A N/A L 1.01 I 30' INITIAL I 40' I SH~ET I APP RO V[O FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD w PLANNING DIVISION 9 LANDSCAPE IMPROVEMENT PLANS FOR: THE BEACON 3-CONSISTENCY DETERMINATION EXHIBIT 7760-7770 EL CA.MINO REAL CARLSBAD CA 92009 CONSTRUCTION PLAN I APPROVED: PLANNING DWN BY: D PROJECT NO. DRAWING NO. CHKD BY: DA. CITY APPROVAL RVWD BY: DA 0 20MM PORCELAJN PAVERS 0 CONCRETE PAVING SLAB BELOW TILE 0 TYPE II AGGREGATE BASE -6" MIN. PER GEOTECHNICAL SOILS REPORT 0 GEOTEXTILE FABRIC -PER GEOTECHNICAL SOILS REPORT 0 COMPACTED SUBGRADE -PER GEOTECHNICAL SOILS REPORT 0 CRACK ISOLATION SHEET 0 GROUT PER MANUFACTURER'S RECOMMENDATIONS © f" MIN,;" MAX MORTAR SETTING BED 0-- PORCELAIN TILE C>\pRA-fUS\111\.E -7/0IJ/mll GENERAL NOTES: A. CONTRACTOR SHALL ARRANGE FOR A REPRESENTATIVE OF THE PAVER MANUFACTURER TO CONDUCT PERIODIC VISITS DURING CONSTRUCTION TO OBSERVE A TYPICAL INSTALLATION AND ENSURE THE PAVERS ARE BEING INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS B. ALL ENO PAVERS TO BE MORTAR SET C. CONCRETE EDGE RESTRAINTS SHOULD BE CONSTRUCTED AND CURED PRIOR TO PLACEMENT OF AGGREGATE BASE AND PAVERS D. PAVERS ARE INTENDED FOR VEHICULAR AND PEDESTRIAN TRAFFIC AREAS. THICKNESS OF PAVER, BASE COURSE AND 'SUbGRADE "NfL'L VARY'DE.F-'END'iNG ON TRAFFIC TYPE, REFER TO GEOTECHNICAL SOILS REPORT FOR PAVING SECTIONS E. REFER TO PLAN AND SCHEDULE FOR PAVER TYPE INFORMATION F. ALL BUTT JOINTS TO HAVE POLYMERIC JOINT SAND AND TO BE SAND SWEPT ~--------< 8 ~----< 6 dt_pav _porcelain_tile _8 1-1/2" = 1'-0" 6 0 0 0 0 0 0 0 ¾" RADIUS EDGE AT PEDESTRIAN PAVING AND¾" RADIUS EDGE AT VEHICULAR PAVING FINISH SURFACE -REFER TO CONSTRUCTION PLANS j" JOINT FILLER BACKER ROD TWO-COMPONENT POLYURETHANE SEALANT -REFER TO NOTES THIS DETAIL ½" DIA X 12•· LONG STEEL SUP DOWEL@ 24" O.C. SPEED DOWEL NO. PSD 12/N0.4 (800) 531-3355 VERTICAL SURFACE 3/8" SCORE JOINT EXPANSION JOINT I -· ·I 1--, J--· I -"I I·-I I· I 1- _1_ i -, DEPTH OF SAW CUT SHALL BE 1/4 OF THE DEPTH OF 1 . -1 I THE CONCRETE PAVING OR MINIMUM 1" DEEP, WHICH I I I -EVER IS GREATER - SAWCUT JOINT EXPANSION JOINTS: • INSTALL EXPANSION JOINTS AT LOCATIONS AND INTERVALS AS SHOWN ON CONSTRUCTION PLANS AND WHERE CONCRETE PAVING ABUTS BUILDINGS, CURBS, OR OTHER STRUCTURES • ON SURFACES LESS THAN 15' WIDE INSTALL EXPANSION JOINTS 15' O.C. MAX OR AS REQUIRED. MONOLITHIC SLABS ARE NOTTO EXCEED 200 S.F. • AFTER THE CURING PERIOD, EXPANSION JOINTS SHALL BE CAREFULLY CLEANED AND FILLED WITH JOINT COMPOUND TO½" BELOW ADJACENT PAVED SURFACE TO AVOID SPILLING ON PAVED SURFACES OR OVERFLOWING FROM JOINT • PRE-MOLDED JOINT FILLER: NON EXTRUDING AND RESILIENT FILLER (BITUMINOUS TYPE) CONFORMING TO ASTM D1751 • SEALANT: SIKAFLEX"2C TWO COMPONENT POLYURETHANE SEALANT. INSTALL l' DEEP. USE CHEMICAL CURE FOR INSTALLATIONS DEEPER THAN ~", COLOR TO MATCH ADJACENT PAVING. BOND BREAKER TYPE TO BE AS RECOMMENDED BY SEALANT MANUFACTURER. • CONTRACTOR TO PROVIDE 6" LONG CURED SAMPLE Of SEALANT, BACKER ROD AND JOINT FILLER TO LANDSCAPE ARCHITECT FOR VERIFICATION OF GENERAL DESIGN CONFORMANCE PRIOR TO INSTALLATION GENERAL NOTES: A. LOCATE JOINTS AS SHOWN ON CONSTRUCTION PLANS CAULKING COLOR SHALL MATCH COLOR OF ADJACENT PAVING B. JOINTS AND OTHER EDGES SHALL BE FORMED IN THE FRESH CONCRETE USING AN EDGING OR GROOVER TOOL TO PROVIDE SMOOTH UNIFORM IMPRESSIONS dLpav_joinl_12 TYPICAL JOINTS 1" = 1'-0" 1 0 CONCRETE PAVING, REFER TO PLANS FOR COLOR, SCORING, FINISH, AND TEXTURE GENERAL NOTES: 0 A APPLY MATTE SEALER TO ALL CONCRETE FLATWORK FINISH GRADE. -1" AT LAWN AREAS. "2" AT GROUND COVER AREAS B. SUBGRADE PREPARATION, COMPOSITJON AND 0 COMPACTION SHALL ADHERE TO GEOTECHNJCAL SOILS THICKENED SLAB. CONTINUOUS, TYP. REPORT RECOMMENDATIONS c. CONCRETE TYPE, THICKNESS, PSI AND REINFORCEMENT 0 REINFORCING PER CIVIL PLANS FOR ON-GRADE PAVEMENT SHALL ADHERE TO GEOTECHNICAL SOILS REPORT RECOMMENDATIONS 0 AND/OR CIVIL CNGINEER COMPACTED SUBGRADE PER SOILS REPORT RECOMMENDATIONS D. ALL NEW CONCRETE PAVING SHALL COMPLY WITH 0 H,;l{{:.\CAPPED ACCESSIBiliTY REQUlREMENTS SUB-BASE PER SOILS REPORT RECOMMENDATIONS E. CONTRACTOR TO PROVIDE 4' X4' SAMPLE FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO 0 CONSTRUCTION ¾" RADIUS EDGE 0 8" OR PER SOILS REPORT RECOMMENDATIONS 0 I 1---rT I 111=-_:_ 4 ________ _;_ -111-,s-11 < •C ,{o /2 C C 0 -' ' -~--I ,, ~ l ,, I--l1 I I -;,-!__ 1'-( ;,_..r-( 'J--,CA-, "-Lu(-1--, !>--, _, I ( iu1 ~1J_)u(l,J( 1,_,c1,':.,(J1.J( -( nuc,t._2c, ;:$Jo_, ~ -, -'-~-?J ~ <J f i_ X Y ft. )'¢/ }f Jp-'7]'-_( ·i, Jf,)rE;;.'i[ :t '~-)'cJ --I ( )~()\-:'._,I )u )<.-?)c:~( ' ' I I--' ,--, I -I\ --I I I I I I t 111=11 =111=11 =-=111-111 -111 -111--111-111-111- 1'-0 0 0 dl_pav _concrete_ veh __ 12 CONG. VEHICULAR PAVING ON GRADE 1"=1'·0" 5 DI RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS REFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Architecture. Design. Relationships. 0 CONCRETE PAVJNG. REFER TO PLANS FOR COLOR, SCORING, FINISH, AND TEXTURE GENERAL NOTES: 0 A APPLY MATTE SEALER TO ALL CONCRETE FLATWORK FIN/SH GRADE. -1" AT LAWN AREAS. -2" AT GROUND COVER AREAS B. SUBGRADE PREPARATION, COMPOSITION AND 0 COMPACTION SHALL ADHERE TO GEOTECHNICAL SOILS THICKENED SLAB. CONTINUOUS, TYP. REPORT RECOMMENDATIONS c. CONCRETE TYPE, THICKNESS, PSl AND REINFORCEMENT 0 REINFORCING PER CIVIL PLANS FOR ON-GRADE PAVEMENT SHALL ADHERE TO GEOTECHNICAL SOILS REPORT RECOMMENDATIONS 0 AND/OR CIVIL ENGINEER COMPACTED SUBGRADE PER SOILS REPORT RECOMMENDATlONS D. ALL NEW CONCRETE PAVING SHALL COMPLY WITH 0 HANDICAPPED ACCESSIBILITY REQUIREMENTS SUB-BASE PER SOILS REPORT RECOMMENDATIONS E. CONTRACTOR TO PROVIDE 4' X 4' SAMPLE FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO 0 i" RADIUS EDGE CONSTRUCTION 0 4" OR PER SOILS REPORT RECOMMENDATIONS 2 4 J--0 ~I 11I1:I IT TJ I ilI -;I I " ., ':;-----~---©-~----8 ,1 ro ' ~ ~ --I --I I I 1 ~, ,!, . !'-£)" .. -w· l:Jl:i 1" '"i,[L $' , J>;A-1..Ar/-, . . ';/),LI , )5, -I 1-111--111-111-II . . ,, )'?,0>1, --"-'{J.-J-'-;:;:-~7!--J,qJ: /-;>;i)-'-~1'C:,:, - ! : -1---= --111--1 I --111---111--111-cl 11--11 --111---:-11 i 111,_I I : 111:.::_:111111: 11 1= 111-:: 111:-111-=1 11 111-----=I I 10--:::111---::-111=1 I 1----=:1 I l=----=I I 1,1=-::111:; ----:.:1 I 1--::---: dt_pav_concrete_ped_ 12 CONG. PEDESTRIAN PAVING ON GRADE 1"=1'·0" (4 -,=-- 6S~iUSCAP~ If;;,~ )~cESS~/~- ., '/ll(l1: ~ ~ -'= -~-- ro~m, * 1 """""" □a., -* . 'I, ,~, ;! ,f'~, "'" /~ ---I-----· 1f or c~1.11ll~ DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL L3.01 APPROVED FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY, INSPECTOR DATE I SH:ET I CITY OF CARLSBAD w PLANNING DIVISION 9 LANDSCAPE IMPROVEMENT PLANS FOR THE BEACON 3 -CONSISTENCY DETERMINATION EXHIBIT 7760-7770 EL CAMINO REAL CARLSBAD CA 92009 CONSTRUCTION DETAILS I APPROVED, PLANNING I OWN BY, G I PROJECT NO. I DRAWING NO. DATE INlllAL CHKD BY, DA CITY APPROVAL RVWD BY, DA 0 0 0 0 0 tit X 5-1/2" ALUMINUM EDGING, MILL FINISH, SECURED IN GROUND WITH STAKES ALUMINUM STAKE-INSTALL QUANTITY & SPACING PER MANUFACTURER'S RECOMMENDATIONS FINISH GRADE IN PLANTING AREA GRASS COMPACTED SUBGRADE PER SOILS REPORT RECOMMENDATIONS ALUMINUM HEADER 0 PRIMARY PLANT -INSTALL ROOTCROWN 1" ABOVE RIM OF POT 0 PLANTING BACKFILL MIX-EQUAL PARTS WOOD SHAVINGS & WASHED CONCRETE SAND CD INSTALL ATRIUM GRATE OR P,V.C. SLIP CAP ON TOP OF INSPECTION PIPE INSTALL 3" DIA. PERFORATED INSPEC I ION 0 DRAINPIPE (ASTM 02729) L TO EXTEND FROM TOP OF POT INTO PEA GRAVEL AS SHOWN. WRAP WITH FILTER FABRIC 0 POTTERY 0 WATERPROOFING ON INS\DE OF POTTERY -AS REQUIRED 0 3'' DEEP LAYER OF CLEAN PEA GRAVEL (j") ON BOTTOM OF POT 0 INSTALi. FILTER FABRIC ON BOTTOM OF POT 2" DIA. HOLE IN BOTTOM OF POT -INSTALLED 0 BY LANDSCAPE CONTRACTOR CONTRACTOR TO CAULK BASE OF POT TO PREVENT DRAIN WATER FROM SPILLING ONTO DECK SURFACE ® SECONDARY PLANTING OR COBBLE -REFER TO PLANTING PLANS 0 IRRIGATION CONDUIT TO POT -REFcR TO IRRIGATION PLANS & DETAILS. SEAL OPENING AROUND PIPE @ ADJACENT FINISH SURFACE -REFER TO CONSTRUCTION PLANS POTTERY PLANTING C,'\l)RA-IID\1111.1! IIIEE1ll'\IOCII 7/m/"111 M-01 dt_header_turf_ 4 3" :.1'-0" 3 ~------112 pdt_pottery N.T.S. 6 0 TRUNCATED DOME SURFACE APPLIED MAT SYSTEM. ADHERED TO CONCRETE -ROLL THIN COAT OF ADHESIVE ON TOP OF MAT AND BROADCAST NSGS TO REFUSAL. 0 TOP COAT FINISH PER FINISH SCHEDULE. SEALER SELECTION PER MANUFACTURER'S RECOMMENDATION 0 4" CONCRETE SLAB AT CURB RAMP 0 #3 REINFORCING AT 18" O.C., B.W. 0 ADHESIVE PER MANUFACTURER'S RECOMMENDATION 0 ADJACENT PAVING 0 COMPACTED SUBGRADE PER SOILS REPORT RECOMMENDATIONS 0 ISOLATION JOINT 0 CONCRETE CURB AND GUTTER PER CIVIL ENGINEER'S PLANS 8 ® SUB-BASE PER SOILS REPORT 9 DETECTABLE WARNING SURFACE MAT BACKING UNIQUE PROPRIETARY, MULTI-LAYERED, PREMIUM BACKING SYSTEM WITH MICROMECHANICAL SEAMING TECHNOLOGY NOTES: NATURAL GRASS TREATED LUMBER NAILER BOARD TYPICALLY 2X4 SET 3/4" TO I" BELOW PATIO OR LEVEL SURFACE 12"-18" REBAR THROUGH CENTER DRILLED HOLES 1. INSTALLATION TOBE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3"-3/4" AND SMALLER ANGULAR STONE 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.comnnfo AND ENTER REFERENCE NUMBER 1148-065 1148-065 PROTECTED BY COPYRIGHT ©2021 CADDETAILS.COM LTD, ARTIFICIAL TURF DI RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Architecture. Design. Relationships. 3'-0" ® 1" STAPLES ON'E fiH'l)r'i, '1•i.!t 'CROWN GALVANIZED STAPLES SPACED EVERY 3" EDGE DETAIL-FOREVER LAWN LANDSCAPE OVER AGGREGATE FOREVERLAWN SYNTHETIC TURF CONCRETE ANCHOR --ADJACENT SURF ACE SUCH AS SIDEWALK, PATIO, DECK, OR OTHER ~---+-----{6 dt_truncated_ domes_ mat_8 1-1/2":. f-0" REVISION DATE 17/05/2021 CADdetails.com 1 dt_artificiaUurUoreverlawn N.T.S. 4 I SH:ET I L3.02 APPROVED FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE EXP. DATE REVIEWED BY INSPECTOR DATE CITY OF CARLSBAD w PLANNING DIVISION 9 LANDSCAPE IMPROVEMENT PLANS FOR: THE BEACON 3-CONSISTENCY DETERMINATION EXHIBIT 7760-7770 EL CAMINO REAL CARLSBAD CA 92009 CONSTRUCTION DETAILS i-------+---+-----------------------;---+---1---+----' IA __ P_P_R_o_v_Eo_, _________________ _ _PLANNING DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE !Nill AL OTHER APPROVAL CITY APPROVAL OWN BY: GD CHKD BY: DA RVWD BY: DA PROJECT NO. DRAWING NO. Q\pRA-fUS\111Ul -7/»1""1 ) ·-----1-~, ~--=:;~, ; --------.-.::::~ __ // ""'~' ......_,,1-................_ -~ -------"" \, ~--,l',. ~"""''" '•,,, SYMBOL I HYDROZONE MEDIUM LOW SYNTHETIC TURF ··--w. / O('WoRK l03ji ~ ---~ WATER USE MEDIUM LOW NONE ·--. ____ ---- IRRIGATION METHOD AREA SUB-SURFACE DRIP 3,660 SUB-SURFACE DRIP 7,509 NONE 264 TOT AL 11,433 % OF LANDSCAPE AREA 32% 65,7% 2.3% 100% DI RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ------ '? I ('~y1/' ,j} 1 I MAXIMUM APPLIED WATER ALLOWANCE (M,A.W.A.): M.AW,A. = (47.0)(0.62) [( 0.45 x11,433 )] = 149,920 GAL/YEAR ESTIMATED TOTAL WATER USE (E,TW.U.): E.T.W.U, = (47.0)(0,62) [ ( 0.5 X 3,660) ] 80% E.T.W.U. = (47.0)(0.62) [ ( 0.3 X 7,509) ] 80% = 66,657 GAL/YEAR = 82,054 GAL/YEAR ETWU TOTAL = 148,711 GAL/YEAR I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS, I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS, I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER, April 21, 202/ SIGNATURE DATE • LOW VOLUME SUB-SURFACE DRIP IRRIGATION SHALL BE USED TO IRRIGATE THE PLANT MATERIAL, • THE IRRIGATION SYSTEM SHALL BE DESIGNED FOR THE USE OF RECYCLED WATER FOR FUTURE CONNECTION TO RECYCLED WATER SYSTEM. A SOIL ANALYSIS WILL BE PREFORMED APPROPRIATE PLANT SELECTION NO TURF GRASS IS PROPOSED LOW VOLUME SUB-SURFACE DRIP IRRIGATION WILL BE USED LANDSCAPE MULCH L4.01 APPROVED F-OR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" N® RCE EXP, 20' i,--' I I I I REVIEWED BY: ~ 0 2' 5' 10' 20' 30' 40' DATE INSPECTOR DATE 1-------+--+----------+----+--l------l-----l fsHrril CITY OF CARLS BAD ~ PLANNING DIVISION ~ Liu ,-------------t---+--+-----------------1----i--_Jl-. _ _j __ J LANDSCAPE lMPROVEMENT PLANS FOR: Architecture. Design. Relationships. THE BEACON 3-CONSISTENCY DETERMINATION EXHIBIT 7760-7770 EL CAMINO REAL CARLSBAD CA 92009 WATER CONSERVATION PLAN l-----+----+-------------------,.._---l-----l-----l------1 1-A_P_P_R_o_v_Eo_: ------------------ PLANNING DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: GD CHKD BY: _sD;cA'--- RVWD BY: DA PROJECT NO, DRAWING NO. 4 18' 8TH - 3 OLE EU~ 36" BOX 'SWAN HILL' 2 ALO BAI 24" BOX . CAMINO REAL NOTES --'--- 1 EL CAMINO REAL 1. R.ff.E~ TO GENERAL NOTES AND LEGENDS, SHEET LO.ll2 !=OR GENERAL CONSTRUCTION NOTES Jl.ND ABBREVl/!,TIONS. 2. REFER TO MASTER TREE LEGEND, THIS SHEET FOR PLANTING INFORMATION. 3. QUANTITIES LISTED ARE FOR CONVENIENCE ONLY, LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT QUANTtTIES PRIOR TO FINAL BID. 4. LANDSCAPE CONTRACTOR TO PROVIDE PHOTOGRAPHS WITH MEASUREMENTS OF ALL PLANT MATERIAL FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE. 5, ALL PLANTER AREAS SHALL BE WATERED WITH AN AUTOMATIC IRRIGATION SYSTEM. 6. ALL PLANT MATERIAL SHALL BE APPROVED ON SITE BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. IF THE PLANT MATERIAL DOES NOT MATCH THE QUALITY AND CHARACTER OF THE APPROVED DIGITAL PHOTOGRAPHS, OR IF THE PLANT MATERIAL HAS BEEN INSTALLED WITHOUT PRIOR APPROVAL, THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT SUCH PLANT MATERIAL(S) AT THE CONTRACTOR'S EXPENSE. 7, FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 8. ON-SITE SOIL SHALL NOT BE USED FOR RAISED PLANTERS, PLANTER MIX PER SPECIFICATIONS. 9. SPECIMEN TREES TO BE TAGGED BY LANDSCAPE ARCHITECT. 10. ALL PLANTING AREAS TO RECEIVE TOP DRESSING WITH A MINIMUM 3" THICK LAYER PER SPECIFICATIONS. CONTRACTOR TO PROVIDE SAMPLES TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 11. ALL UTILITIES ARE TO BE SCREENED. 12. TREES PLANTED WITHIN 5' OF PUBLIC SIDEWALKS SHALL BE INST ALL ED WITH ROOT BARRIERS APPROVED BY THE CITY. C\ORA-FUS\'1111£ -7/f!J/'11>11 I,~/ ,----c ---IK_ ·--------~'---r··--. -- -----s ____ -.. / 1 OLE EUR-----r,,____ -----c_ ___ ·-C -36"1 ox :,s~1~~HILL' _ "·· 1-.c: __ c Le I -1~,J r-=./'7 ------.,. --,,_---. c: ••. ,c .. ; --- 3 ALO BAI -----24" BOX---- ·-·-1r-.._ ·-s_ ·------------ ----- ------- ----. '-'·---.._ RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ------ Architecture. Design. Relationships. ALO BAI ALOE BAINESII LAU NOB LAURUS NOBILIS LOP CON LOPHOSTEMON CONFERTUS OLE EUR OLEA EUROPEA 'SWAN HILL' PHO DAG PHOENIX DACTYLIFERA 'DEGLET NOOR' PLA RAC PLATANUS RACEMOSA NOTE: A SEE LANDSCAPE SHEETS FOR PLANTING NOTES DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION TREE ALOE BAY LAUREL BRISBANE BOX SWAN HILL OLIVE DEGLET NOOR DATE PALM WESTERN SYCAMORE PARKING LOT AREA LANDSCAPE AREA LANDSCAPE PERCENTAGE N~ 20' ~ I I I I"'\ 0 2' 5' 10' 20' 30' DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL I 40' I SHEET I 24" BOX 5 L 36" BOX 11 L 24" BOX 2 M 36" BOX 4 L 18' 8.T.H 4 L MATCHING 48" BOX 2 M 18,508 S.F. 687 S.F. 3.70% L7.01 APPROVED FOR !RR/GA T!ON AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD w PLANNING DIVISION 9 LANDSCAPE IMPROVEMENT PLANS FOR: THE BEACON 3 -CONSISTENCY DETERMINATION EXHIBIT 7760-7770 EL CAMINO REAL CARLSBAD CA 92009 TREE PLAN I APPROVED: PLANNING DWN BY: GD PROJECT NO. I DRAWING NO. CHKD BY: DA RVWD BY: DA ~ 0 EB ffi 0 @ 2::"i © ® e CD * Iii ® ~ @ CT) @ AGAVE 'BLUE GLOW BLUE GLOW AGAVE ALOE CAMERONII RED ALOE BACCHARIS PILULARIS 'TWIN PEAKS' DWARF COYOTE BUSH BOUGAINVILLEA 'VERA PURPLE' VERA PURPLE BOUGAINVILLEA CHONDROPETALUM TECTORUM GAPE REED DIANELLA REVOLUTA BLUE FLAX-LILY DIANELLA TASMANICA 'VARIEGATA' WHITE STRIPED FLAX LILY DISTICTIS BUCCINATORIA Bl.OOD-RED TRUMPET VINE FURCRAEA FOETIDA 'MEDIOPICTA' MAURITIUS HEMP LANTANA 'NEW GOLD' NEW GOLD LANTANA LAVANDULA ANGUSTIFOLIA 'HIDCOTE' ENGLISH LAVENDER LIGUSTRUM JAPONICUM 'TEXANUM' WAXLEAF PRIVET MUHLENBERGIA RIGENS DEER GRASS PHILODENDRON XANADU WINTERBOURN PITTOSPORUM TOBIRA MOCK ORANGE RHAPIS EXCELSA LADY PALM ROSA 'CAREFREE BEAUTY' CAREFREE BEAUTY ROSE TECOMA STANS YELLOW BELLS WESTRINGIA FRUTICOSA COAST ROSEMARY JUNCUS PATENS CALIFORNIA GRAY RUSH CARISSA MACROCARPA 'GREEN CARPET' GREEN CARPET NATAL PLUM MYOPORUM PARVIFOLIUM 'WHITE' WHITE CREEPING MYOPORUM SENECIO SERPENS BLUE CHALKSTJCKS 15 GAL L 15 GAL L 5 GAL L 5 GAL L 15 GAL L 5GAL L 5 GAL M 15 GAL M 15 GAL L 5 GAL VL 5 GAL L 5 GAL M 5 GAL L 5GAL M 5 GAL M 15 GAL M 5 GAL M 15 GAL L 5 GAL L 1 GAL L 265 1 GAL L 1 GAL L 1 GAL L 669 69 112 77 213 31 129 278 156 53 17 84 77 75 572 DI 25 5 9 10 6 4 8 RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TVi'O DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA N/A N/A 36" 36" 48" 24" 24" N/A 24" 24" 24" 3011 30" 24" 24n N/A 24" 24" 18" 36" 18" Architecture. Design. Relationships. STAKED 590 S.F. TOTAL 169 S.F. TOTAL 1,717 S.F. TOTAL 1502 S.F. TOTAL DATE INITIAL DESIGNER OF WORK ---------- REVISION DESCRIPTION ------------·- L8.00 APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD w PLANNING DIVISION 2 9 LANDSCAPE IMPROVEMENT PLANS FOR: THE BEACON 3-CONSISTENCY DETERMINATION EXHIBIT 7760-7770 EL CAMINO REAL CARLSBAD CA 92009 SHRUB LEGEND ~--~----1----'---l ~D:'_W"N""-B-'Yc':.'.__::G=.,,:=-=.J L __ P_R_O_J_E_C_T_N_O_. __ I DRAWING ' DATE INITIAL DATE INITIAL CHKD BY: __,D"cA~ OTHER APPROVAL CITY APPROVAL RVWD BY: DA NO. --.······. NOTES 11 I ~1 --: __ l: • -~1,.4~;;()'~ f, .. ~-' --·• l!.it-~6'Rl I !i I l ___ ·-._1 . ' ' ·•[Jo.•.· . . . . . . · .. . •. ' •, : ... . . · .. I . . :. . / ;· ·---. __ j 1. REFER TO GENERAL NOTES AND LEGENDS, SHEET L0.02 FOR GENERAL CONSTRUCTION NOTES AND ABBREVIATIONS. 2, REFER TO MASTER TREE LEGEND, THIS SHEET FOR PLANTING INFORMATION. 3. QUANTITIES LISTED ARE FOR CONVENIENCE ONLY. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING All PLANT QUANTITIES PRIOR TO FINAL BID. 4. LANDSCAPE CONTRACTOR TO PROVIDE PHOTOGRAPHS WITH MEASUREMENTS OF All PLANT MATERIAL FOR REVIEW ANO APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE. 5. All PLANTER AREAS SHALL BE WATERED WITH AN AUTOMATIC IRRIGATION SYSTEM, 6. ALL PLANT MATERIAL SHALL BE APPROVED ON SITE BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. IF THE PLANT lv1ATERIAL DOES NOT MATCH THE QUALITY AND CHARACTER OF THE APPROVED DIGIT AL PHOTOGRAPHS, OR IF THE PLANT MATERIAL HAS BEEN INSTALLED WITHOUT PRIOR APPROVAL, THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT SUCH PLANT MATERIAL(S) AT THE CONTRACTOR'S EXPENSE. ?. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION 8. ON-SITE SOIL SHALL NOT BE USED FOR RAISED PLANTERS. PLANTER MIX PER SPECIFICATIONS. 9. SPECIMEN TREES TO BF TAGGED BY LANDSCAPE ARCHITECT. 10. ALL PLANTING AREAS TO RECEIVE TOP DRESSING WITH A MINIMUM 3" THICK LAYER PER SPECIFICATIONS. CONTRACTOR TO PROVIDE SAMPLES TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 11, ALL UTILITIES ARE TO BE SCREENED. 12. TREES PLANTED WITHIN 5' OF PUBLIC SIDEWALKS SHALL BE INSTALLED WITH ROOT BARRIERS APPROVED BY THE CITY. """"'-FUS\111U: -'""""'' DI EL CAMINO REAL RT DIAL TOLL FREE 1-800-422 -4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Architecture. Design. Relationships. @ I - ~ 0 EB ffi 0 @ ~ © ® 8 CD * @!ll ® B:s @ CT) @ N® 10 l"i-rr-1 I I 0 1' 3' 5' 10' 15' AGAVE 'BLUE GLOW' BLUE GLOW AGAVE ALOE CAMERONII RED ALOE BACCHARIS PILULARIS 'TWIN PEAKS' DWARF COYOTE BUSH BOUGAINVILLEA 'VERA PURPLE' VERA PURPLE BOUGAINVILLEA CHONDROPETALUM TECTORUM CAPE REED DIANELLA REVOLUTA BLUE FLAKLIL Y DIANELLA TASMANICA 'VARIEGATA' WHITE STRIPED FLAX LILY DISTICTIS BUCCINA TORIA BLOOD-RED TRUMPET VINE FURCRAEA FOETIDA 'MEDIOPICTA' MAURITIUS HEMP LANTANA 'NEW GOLD' NEW GOLD LANTANA LAVANDULA ANGUSTIFOLIA 'HIDCOTE' ENGLISH LAVENDER LIGUSTRUM JAPONICUM 'TEXANUM' WAXLEAF PRIVET MUHLENBERGIA RIGENS DEER GRASS PHILODENDRON XANADU W/NTERBOURN PITTOSPORUM TOBIRA MOCK ORANGE RHAPIS EXCELSA LADY PALM ROSA 'CAREFREE BEAUTY' CAREFREE BEAUTY ROSE TECOMA STANS YELLOW BELLS WESTRINGIA FRUTICOSA COAST ROSEMARY JUNCUS PATENS CALIFORNIA GRAY RUSH CARISSA MACROCARPA 'GREEN CARPET' GREEN CARPET NAT AL PLUM MYOPORUM PARVIFOLIUM 'WHITE' WHITE CREEPING MYOPORUM SENECIO SERPENS BLUE CHALKSTICKS 15 GAL L 15 GAL L 5GAL L 5GAL L 15 GAL L 5GAL L 5GAL M 15 GAL M 15 GAL L 5GAL VL 5GAL L 5GAL M 5GAL L 5GAL M 5 GAL M 15 GAL M 5 GAL M 15 GAL L 5GAL L 1 GAL L 1 GAL L 1 GAL L 1 GAL L L8.01 I 20' APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY INSPECTOR DATE ~ CITY OF CARLSBAD w PLANNING DIVISION 3 9 LANDSCAPE IMPROVEMENT PLANS FOR: THE BEACON 3-CONSISTENCY DETERMINATION EXHIBIT 7760-7770 EL CAMINO REAL CARLSBAD CA 92009 SHRUB PLAN i-------+----+-------------------+-----+---+----1-----1 1-A_P_P_R_o_v_E_D_: ------------------ _ PLANNING DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: GD CHKD BY: DA RVWD BY: DA PROJECT NO. DRAWING NO. ~ ~ ' "-•• > -~ ',, r",, I "L,.,__ ... ; c·, ·; --.'.i ----. ,-I ,. \ ·,\ ~9J ]/i;J '.e;,~ -'-ffj i5 'Qt ,,/,,.. \, ___ F"•----.-.. ~; >/ ·)~Q,% '·> ' \ , (... . "' '···\ -----, -1!,f I ' (, ;'··, .II I 0~ /(·• ••, .. , I <,,.{_/ <::5;, "· ,. ~ -, I • I, . . I I c: ..... I p-" ·-·-,v__ ---t .. ,,.: __ ' ~, " '." ./'.· \..,~ -'1,::--..... ' •• {. ~ I ,.) I .. ./'••..._ \ .. \' ~ .r-i ~ -------....... .}¾.+ ·----. s NOTES 1. REFER TO GENERAL NOTES AND LEGENDS, SHEET L0.02 FOR GENERAL CONSTRUCTION NOTES ANO ABBREVIATIONS. 2, REFER TO MASTER TREE LEGEND, THIS SHEET FOR PLANTING INFORMATION. 3. QUANTITIES LISTED ARE FOR CONVENIENCE ONLY. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES PRIOR TO FINAL BID, 4, LANDSCAPE CONTRACTOR TO PROVIDE PHOTOGRAPHS WITH MEASUREMENTS OF ALL PLANT MATERIA.L FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE. 5. ALL PLANTER AREAS SHALL BE WATERED WITH AN AUTOMATIC IRRIGATION SYSTEM. 6. ALL PLANT MATERIAL SHALL BE APPROVED ON SITE BY LANDSCAPE ARCHJTECT PRIOR TO INSTALLATION. IF THE PLANT MATERIAL DOES NOT MATCH THE QUALITY AND CHARACTER OF THE APPROVED DIGITAL PHOTOGRAPHS, OR IF THE PLANT MATERIAL HAS BEEN INSTALLED WITHOUT PRIOR APPROVAL, THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT SUCH PLANT MATERIAL(S) AT THE CONTRACTOR'S EXPENSE. 7. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 8. ON-SITE SOIL SHALL NOT BE USED FOR RAISED PLANTERS, PLANTER MIX PER SPECIFICATIONS. 9. SPECIMEN TREES TO BE TAGGED BY LANDSCAPE ARCHITECT. 10. ALL PLANTING AREAS TO RECEIVE TOP DRESSING WITH A MINIMUM 3" THICK LAYER PER SPECIFICATIONS. CONTRACTOR TO PROVIDE SAMPLES TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 11. ALL UTILITIES ARE TO BE SCREENED. 12. TREES PLANTED WITHIN 5' OF PUBLIC SIDEWALKS SHALL BE INSTALLED WITH ROOT BARRIERS APPROVED BY THE CITY, ')j,_ I -. .. J """•• ' "· ,,I II--I I II II ~/~ ( ··, •• ~ i' , ./,/, /. / / 1 '~.!1,~··,~~~io~~ I ------- ·------ @s AGAVE 'BLUE GLOW' 15 GAL L BLUE GLOW AGAVE ~ ALOE CAMERON II 15 GAL L RED ALOE 0 BACCHARIS PILULARIS 'TWIN PEAKS' 5GAL L DWARF COYOTE BUSH EB BOUGAINVILLEA 'VERA PURPLE' 5GAL L VERA PURPLE BOUGAINVILLEA ffi CHONDROPETALUM TECTORUM 15 GAL L CAPE REED 0 DIAN ELLA REVOLUTA 5 GAL L BLUE FLAX-LILY @ DIANELLA TASMANICA 'VARIEGATA' 5GAL M WHITE STRIPED FLAX LILY ~ DISTICTIS BUCCINATORIA 15 GAL M BLOOD-RED TRUMPET VINE © FURCRAEA FOETIDA 'MEDIOPICTA' 15 GAL L MAURITIUS HEMP ® LANTANA 'NEW GOLD' 5GAL VL NEW GOLD LANTANA e LAVANDULA ANGUSTIFOLIA 'HIOCOTE' 5 GAL L ENGLISH LAVENDER CD LIGUSTRUM JAPONICUM 'TEXANUM' 5GAL M WAXLEAF PRIVET * MUHLENBERGIA RIGENS 5GAL L DEER GRASS ~ PHILODENDRON XANADU 5 GAL M WINTERBOURN ® PITTOSPORUM TOBI RA 5GAL M MOCK ORANGE ~ RHAPIS EXCELSA 15 GAL M LADY PALM @ ROSA 'CAREFREE BEAUTY' 5GAL M CAREFREE BEAUTY ROSE TECOMA STANS 15 GAL L YELLOW BELLS I I ....... /1 , ~'" I r '·. , .. i, ~ · • I hc~\;;tt:::JII I r•. ' 1----------+-------.+----+----II '"'.. I @··f -1:11: , ( .. ) •, .... ,,__ I 1 lJ .. (d I . ". CT) @ WESTRINGIA FRUTICOSA 5 GAL L COAST ROSEMARY .. ·a~.. .. ~ ... ~ ~ (ll ll;I ~ !!!I 1'll ~·-~ •. , -=-. ~~c~.--~61~ ~ . . . . . LIM I T O ·-•• -" " -" " __,, •• ·;;;;;;;;;,,;;, . . · f WORK -m ~ ~ 111 ia ~ 8 ru ~·~· ~--... ------=... - EL CAMINO REAL DI RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ----.. --. -.. _,_. Architecture. Design. Relationships, I O' 1•,r-, 0 1' 3' 5' --) \ ,,~I ,ir--------j------------+----+-----1 .. .. ,, <'\\lltf-J:> ·--.... / I ( .... ·,. 10' 15' -~V' ~ I ) . I I '· ... _ s ··,..._ ··-.. - •, II I@[ -41, -~-\ 7 . I I ~, I I I I I I ~~. ;c . / I ' J I I --~1--_ -~------- E ~~[~I I JUNCUS PATENS CALIFORNIA GRAY RUSH CARISSA MACROCARPA 'GREEN CARPET' GREEN CARPET NATAL PLUM MYOPORUM PARVIFOLIUM 'WHITE' WHITE CREEPING MYOPORUM SENECIO SERPENS BLUE CHALKSTICKS 1 GAL L 1 GAL L 1 GAL L 1 GAL L L8.02 APPROVED FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 20' fsHml CITY OF CARLSBAD ~ l---+----,f-------------------+---+--+---+----1 l_iu PLANNING DIVISION ~ :=L=AN===n=s=cA:'.,P::::E;:::::I=M:::P:::R=o=VE=M=E=N=T=P=L=A=N=s=F=o=R=: ===-'===:::: DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL THE BEACON 3-CONSISTENCY DETERMINATION EXHIBIT 7760-7770 EL CAMINO REAL CARLSBAD CA 92009 SHRUB PLAN I APPROVED: PLANNING OWN BY: GD I PROJECT NO. I DRAWING NO. CHKD BY: DA RVWD BY: DA I ~ ~::"~ "·, •.·.• /! ;/ /if/ ' . . = ... :· >~~Ji_J --~ --=--------=------_----- --------- ==----=-....,---c-- , CAMINO REAL """"'-FUS\1111.E -'""""'' ""=-=-=--""~.,, .. -... "" -..,_ .. """""""" =·"" EL CAMINO REAL =--..-...... _.,..,,_ LIMIT OF WORK "' ""' DI RT DIAL TOLL FREE 1 ·800·422·4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ...... _i,,_ Architecture. Design. Relationships. .=---... .,,--= ·-""-··--"' A LIMIT OFWORk . ~ . ' :E '\, =~~~ " 20' • I~ ' 0 2' 5' 10' I 20' 30' 40' L9.01 APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD l----+--1----------------t--+---+--.J.---I LJU PLANNING DIVISION ---·----+----+-----1----+---' i-----------1---i---J---------------+---l----1~--+----l LANDSCAPE IMPROVEMENT PLANS FOR: [SHmsl L,_g_J THE BEACON 3 ·CONSISTENCY DETERMINATION EXHIBIT 7760•7770 EL CAMINO REAL CARLSBAD CA 92009 LANDSCAPE MAINTENANCE RESPONSIBILITY PLAN >---+--+-----------------1--+---+---1----1 1-AP_P_R_o_vE_□_: -------------- f---t--+----------------+------+---+----1 ~P:;':LA=;N:=N';IN:=G:==:;;;;;:=:;-;:::::==========~ OWN BY: GD PROJECT NO. I DRAWING NO. CHKD BY: DA RVWD BY: DA DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL 0 0 0) INSTALL SHRUBS FOR HEDGE IN A STRAIGHT LINE -REFER TO SHRUB LEGEND ON PLANTING PLANS FOR SPACING SHRUB PLANTING PIT FINISH GRADE IN PLANTING AREA ili "' I WIDTH HEDGE PLANTING 0 0 0) 0 0 0 ADJACENT FINISH GRADE MASONRY WALL VINE -REFER TO PLANTING PLANS 1" DIA. EYE HOOK (PLATED, 'REDHEAD' OR EQUAL) REMOVE NURSERY STOCK FROM FRAME AND ATTACH TO HOOK OR WIRE WITH 1" PLASTIC NURSERY TIE. COLOR TO BE GREEN 8 GUAGE GALVAN\ZED·11\,.(RC:. TlE FROM EYE HOOK TO EYE HOOK VINE PLANTING C>-FUl\1111.t! -7/0JJl'JIJIO NOTES: A. LANDSCAPE CONTRACTOR SHALL CLIP SHRUBS INTO A CONTINUOUS FORMAL HEDGE: STRAIGHT LINES, CRISP CORNERS, FLAT TOP & SIDES. PREPARE A SAMPLE HEDGE 4' LONG FOR REVIEW & APPROVAL BY LANDSCAPE ARCHITECT. ALL HEDGES SHALL BE TRIMMED PRIOR TO COMPLETION OF LANDSCAPE CONSTRUCTION B, VERIFY FINAL DIMENSIONS WITH LANDSCAPE ARCHITECT PRIOR TO PREPARING SAMPLE -DIMENSIONS NOTED ARE APPROXIMATE DIMENSION SCHEDULE: 1 GAL. -6"W X 9"H 5 GAL.-12"W X 16"H 15 GAL. -18"W X 30"H 0 pdt_hedge_planUng N.T.S. 3 pdt_vine_planting N.T.S. 6 0 ~ OF EQUAL SPACING 0 ADJACENT PAV!NG OR CURB NOTES: A ALL SHRUBS & GROUNDCOVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR PER O.C. SPACING ON PLANS AND LEGENDS) EQUAL I --)1--- / \ I \ I ® I \ pdt_shrub _groundcover_spacing SHRUB & GROUNDCOVER SPACING N.T.S. 0 0 0) 0 0 0 0 0 0 ® GROUNDCOVER 3" LAYER OF MULCH EXCEPT AT ROOT CROWN FINISH GRADE OF PLANTER SOIL BACKFILL MIX PER SPECIFICATIONS WATERPROOFING PER WATERPROOFING CONSULTANT DRAIN BOARD PER WATERPROOFING CONSULTANT LIGHT WEIGHT CONCRETE TOPPING SLAB. SLOPE TO DRAIN STRUCTURAL SLAB IRRIGATION LATERAL LINE PENETRATION. SEE MEP DRAWINGS PLANTER DRAIN SEE MEP DRAWINGS --<9 ~-<, NOTES: DRAINAGE ROCK FILTER FABRIC 3" SCHEDULE 40 PERFORATED PVC INSPECTION/ AERATION PIPE AND DRAIN LINE WRAPPED IN FILTER SOCK" KNOT/TIE END OF FILTER SOCK AND INSERT IN TOP OF PIPE PRIOR TO INSTALLING GRATE GEO-TEXTILE FILTER FABRIC OVER DRAIN BODY -WRAP OVER DRAINAGE MAT MIN. 12" AND AFFIX WITH EPOXY ADHESIVE NDS#75 3" DIA. DRAtN GRATE -1\FF!X TO DRAIN PlPE WlTH (2) S.S, #10 X 15mm SCREWS A. REFER TO SPECS FOR PREPARED PLANT SOIL DEPTH & PREPARATION B. PLANT WITH NITROLIZED WOOD SHAVINGS C, SEE SPECIFICATIONS FOR MULCH --------115 ---------114 ~-<a 2 pdts __groundcovecplanting GROUNDCOVER PLANTING (ON STRUCTURE) DI RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA N.T.S, Architecture. Design. Relationships. 5 0 0 0) 0 NOTES: GROUNDCOVER 3" LAYER OF MULCH EXCEPT AT ROOT CROWN FINISH GRADE OF PLANTER SOIL BACKFILL MIX PER SPECIFICATIONS OR PER SOILS REPORT RECOMMENDATIONS A. REFER TO SPECS FOR PREPARED PLANT SOIL DEPTH & PREPARATION B. PLANT WITH NITROLIZED WOOD SHAVINGS C. SEE SPECIFICATIONS FOR MULCH GROUNDCOVER PLANTING 0 0 0) 0 0) 0 0 0 0 ® ® ® ® ® PRIMARY PLANT -INSTALL ROOTCROWN 1" ABOVE RIM OF POT PLANTING BACKFILL MIX-EQUAL PARTS WOOD SHAVINGS & WASHED CONCRETE SAND INSTALL ATRIUM GRATE OR P.V.C, SLIP CAP ON TOP OF INSPECTION PIPE INSTALL 3" DIA. PERFORATED INSPECTION DRAINPIPE (ASTM D2729) LTO EXTEND FROM TOP OF POT INTO PEA GRAVEL AS SHOWN, WRAP WITH FILTER FABRIC POTTERY WATERPROOFING ON INSIDE OF POTTERY -AS REQUIRED 3" DEEP LAYER OF CLEAN PEA GRAVEL()") ON BOTTOM OF POT INSTALL FILTER FABRIC ON BOTTOM OF POT 2" DIA. HOLE IN BOTTOM OF POT -INSTALLED BY LANDSCAPE CONTRACTOR. CONTRACTOR TO CAULK BASE OF POT TO PREVENT DRAIN WATER FROM SPILLING ONTO DEC!( SURFACE SECONDARY PLANTING OR COBBLE -REFER TO PLANTING PLANS IRRIGATION CONDUIT TO POT -REFER TO IRRIGATION PLANS & DETAILS. SEAL OPENING AROUND PIPE ADJACENT FINISH SURFACE -REFER TO CONSTRUCTION PLANS INSTALL WAX TOILET BOWL RING UNDER POT INSTALL DRAIN BELOW POT. CONNECT DRAIN TO STORM DRAIN. POTTERY PLANTING pdt_groundcover. planting N.T.S. 1 7 ~---112 pdl_pottery N.T.S. 4 L 11.01 APPROVED FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. "AS BUil T" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1---+------,-----------------+--+--+---+----f ~ PLANNING DIVISION LJ.u ::;L=AN::D;:S;:C;:A_.;:P::E=::IM::P::R::O::VE;::::M::EN::T;::::;P::LA==N=s=F;:O::R=: ===-====: THE BEACON 3 -CONSISTENCY DETERMINATION EXHIBIT 776D-7770 EL CAMINO REAL CARLSBAD CA 92009 PLANTING DETAILS 1----+-----1f-------------------+-----+----+---+------, IA __ P_PR_o_v_E_o_, _______________ _ 1------1----+----------------+-----1---+----+------f ::;P=:LA=:N=N;:l::NG:==;;;;=:::;-;========:::;;:::=====: OWN BY: G CHKD BY: DA RVWD BY: DA DA lE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PROJECT NO. DRAWING NO. TREE GUYING 0 1 '-011 1'-0" MIN. MIN. ------10 12!-------12 PALM PLANTING & DRAINAGE .. __ IUl\111U! -,,,,,,.,,,. 0 TREE 0 PVC TUBING TREE COLLAR 0 GALVANIZED AIRCRAFT CABLE 0 TURNBUCKLE -FOR TREES TRUNKS LARGER THAN 3" DIA SEE SPECIFICATIONS 0 ANCHORS, REFER TO SPECIFICATIONS FOR DEPTH 0 3" MULCH LAYER, MIN. EXCEPT AT ROOT CROWN 0 TEMPORARY WATER BASIN BERM, REMOVE PRIOR TO HYDROSEEDING OR SODDING BACKFILL MIX PER SPECIFICATIONS OR PER SOILS 0 REPORT RECOMMENDATION -100% NON-COMPACTED NATIVE SOIL BELOW (UNLESS OTHERWISE SPECIFIED) 0 PLANT TABLETS PER SPECIFICATIONS @ PLANT PIT EXCAVATION, SCARIFY BOTTOM & SIDES OF PITS, VERTICAL WALLS ® UNAMENDED FRIABLE SOJL MANTLE @ NATIVE SOIL NOTES: A. TREES CLOSER THAN 5' FROM PAVING TO RECEIVE 24" DEEP ROOT BARRIER. B. JET BACKFILL PLANTING MIX WITH WATER TO ELIMINATE VOIDS INSTALL DRAIN PIPI:: SYSTEM. REFER TO TREE DRAINAGE DETAIL FOR ADDITIONAL INFORMATION TREE GUYING FOR ALL TREES 36" BOX SIZE AND LARGER SEE SPECIFICATIONS FOR MULCH pdt_tree_guying 0 0 0 0 0 0 0 0 0 @ ® @ @) @ @ NOTES N.T.S. PALM TREE TO BE PLUMB (VERTICAL) 3" BERMEO WATERING BASIN 3" LAYER OF MULCH EXCEPT AT ROOT CROWN FLAT SLOTTED DRAIN CAP. TOP OF GRATE TO BE 2" ABOVE FINISH GRADE. NOT TO Bl:: USED AS SURFACE DRAINAGE 4" PERFORATED SCHEDULE 40 P.V,C, OBSERVATION TUBE. PERFORATED PIPE TO BE WRAPPED WITH DRA\NGUARD F ABR\C PLANT PIT EXCAVATION, SCARIFY BOTTOM & SIDES OF PITS, VERTICAL WALLS PALM ROOT BALL. NO MORE THAN 6" BELOW TOP OF CROWN 100% WASHED PLASTER OR CONCRETE SAND. JET SANO WITH WATER TO PREVENT AIR POCKETS COMPACTED SAND BASE UNDER ROOTBALL 1" PEA GRAVEL OR 1" DIA CRUSHED ROCK LAYER DRAINGUARD FABRIC LAYER. 2" MIN. SLOPE FINISH GRADE 100% NON-COMPACTED NATIVE SOIL BELOW (UNLESS OTHERWISE SPECIFIED) AUGERED HOLE 4" PERFORATED SCHEDULE 40 P.\/.C. TUBE. PERFORATED PIPE TO BE WRAPPED WITH DRAINGUARD FABRIC 3 A. FRONDS TO BE TIED PRIOR TO DELIVERY, REMOVE TIES ON SCHEDULE AS APPROVED BY SUPPLIER B. ALL PALMS SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PLANTING CERTIFICATE INDICATING PALMS WERE SHIPPED FREE FROM DISEASE MUST BE PROVIDED FROM SUPPLIER AND SUBMITTED TO LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE D. PLANT HOLE SHALL BE LARGER IF NECESSARY TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF THE ROOT BALL OR ROOT SYSTEM pdt, __ palm _planting N.T.S. 6 TREE PLANTING IN PLANTER z "' N I l "' I 0 \ \ -1==:::t:liE---------( 2 -----------j0 k -------I 5 11(--H---{ 6 0 TREE 0 0 0 0 LIGHT WEIGHT PLANTING BACKFILL MIX-EQUAL PARTS WOOD SHAVINGS & WASHED CONCRETE SAND PLANT TABLETS PER SPECIFICATIONS 3" MULCH LAYER, MIN. EXCEPT AT ROOT CROWN TEMPORARY WATER BASIN BERM. REMOVE PRIOR TO HYDROSEEDING OR SODDING NOTES: A. JET BACKFILL PLANTING MIX WITH WATER TO ELIMINATE VOIDS B. INSTALL DRAIN PIPE SYSTEM. REFER TO TREE DRAINAGE DETAIL FOR ADDITIONAL INFORMATION C. TO HAVE ROOTBALL ANCHORING SYSTEM D. SEE SPECIFICATIONS FOR MULCH 0 0 0 0 0 0 0 pdt_tree_planling_in_planter N.T.S. 2 TREE RUBBERNINYL CINCH TIE OR APPROVED EQUAL NAILED TO STAKE. LOCATE AT DEFLECTION POINT (4 PER TREE) 2-112" DIA.LODGE POLE PINE TREE STAKES TREATED WI COPPER NAPTHANATE. INSTALL NO CLOSER THAN 2" FROM ROOTBALL. (2 PER TREE) 3" MULCH LAYER, MIN. EXCEPT AT ROOT CROWN. TEMPORARY WATER BASIN BERM, REMOVE PRIOR TO HYDROSEEDING OR SODDING ARBOR GUARD FOR ALL TREE INST AL LED IN TURF - 24" DIA CIRCLE CUT-OUT WITH 2" MULCH COVER BACKFILL MIX PER SPECIFICATIONS OR PER SOILS REPORT RECOMMENDATIONS -100% NON-COMPACTED NATIVE SOIL BELOW (UNLESS OTHERWISE SPECIFIED) PLANT TABLETS PER SPECIFICATIONS PLANT PIT EXCAVATION, SCARIFY BOTTOM & SIDES OF PITS, VERTICAL SIDES UNAMENDED FRIABLE SOIL MANTLE COMPACTED SUBGRADE NOTES: A. ALIGN STAKES PARALLEL TO PREVAILING WIND B. TREES CLOSER THAN 5' FROM PAVING TO RECEIVE 24" DEEP ROOT BARRIER. C. SEE SPECIFICATIONS FOR MULCH, PLANT PIT AND AMENDMENT REQUIREMENTS D. TOP OF STAKES SHALL NOT COME IN CONTACT W/ BRANCHES E. JET BACKFILL PLANTING MIX WITH WATER TO ELIMINATE VOIDS F. TREE STAKING FOR 5 GAL., 15 GAL., & 24" BOX TREES (STANDARD, SINGLE TRUNK TREE FORMS) G. INSTALL DRAIN PIPE SYSTEM. REFER TO TREE DRAINAGE DETAIL FOR ADDITIONAL INFORMATION _,, ~-Lo ___ ---------@) 2XDIA.OF ROOTBALL TREE STAKING -DOUBLE DI RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA pdt_tree_staking __ double N.T.S. Architecture. Design. Relationships. 5 0 TREE ROOTBALL 0 0 0 © 0 0 COMPACTED¾" DIA. WASHED GRAVEL WRAPPED IN MIRAFI 40 NC FILTER FABRIC-OVERLAP A MINIMUM OF6" PLANT BACKFILL MIX PER PLANTING SPECIFICATIONS 4" DIA. SOLID SDR-35 INSPECTION PIPE. EXTEND VERTICALLY ABOVE FINISH GRADE 4" DIA BLACK SNAP END CAP 2" ABOVE FINISH GRADE 4" DIA PERFORATED SDR-35 DRAIN PIPE. PERFORATED HOLES TO BE FACING DOWN 4" DIA SOLID SDR-35 DRAIN PIPE TO STORM DRAIN NOTES: A TREES CLOSER THAN 5' FROM PAVING TO RECEIVE 24" DEEP ROOT BARRIER. 8. REFER TO CIVIL ENGINEER'S PLANS FOR STORM DRAIN CONNECTION AND INVERT. VERIFY INVERT AND ROOTBALL DEPTH PRIOR TO INSTALLATION C. NO STYRENE PRODUCTS WJLL BE ACCEPTED FOR DRAIN PIPES PLAN VIEW SECTION 2XDIA OF ROOTBALL 0 ----10 pdt_tree_drainage TREE DRAINAGE AND INSPECTION TUBE N.T.S. 1 TREE GUYING -MULTI-TRUNK DA TE INITIAL DESIGNER OF WORK 0 0 0 0 0 0 0 © 0 @ ® @ TREE PVC TUBING TREE COLLAR GALVANIZED AIRCRAFT CABLE TURNBUCKLE -FOR TREES TRUNKS LARGER THAN 3" DIA SEE SPECIFICATIONS ANCHORS. REFER TO SPECIFICATIONS FOR DEPTH 3" MULCH LAYER, MIN. EXCEPT AT ROOT CROWN TEMPORARY WATER BASIN BERM, REMOVE PRIOR TO HYDROSEEDING OR SODDING BACKFILL MIX PER SPECIFICATIONS OR PER SOILS REPORT RECOMMENDATION -100% NON-COMPACTED NATIVE SOIL BELOW (UNLESS OTHERWISE SPECIFIED) PLANT TABLETS PER SPECIFICATIONS PLANT PIT EXCAVATION, SCARIFY BOTTOM & SIDES OF PITS, VERTICAL WALLS UNAMENDED FRIABLE SOIL MANTLE NATIVE SOIL NOTES: A. TREES CLOSER THAN 5' FROM PAVING TO RECEIVE 24" DEEP ROOT BARRIER B. JET BACKFILL PLANTING MIX WITH WATER TO ELIMINMI: VOIDS C, INST ALL DRAIN PIPE SYSTEM. REFER TO TREE DRAINAGE DETAIL FOR ADDITIONAL INFORMATION D. TREE GUYING FOR ALL TREES 36" BOX SIZE AND LARGER E. SEE SPECIFICATIONS FOR MULCH pdt_tree_guying_mulli N.T.S. (4 DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL L 11.02 APPROVED FOR !RR/GA T!ON AND PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE w CITY OF CARLSBAD w PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: THE BEACON 3-CONSISTENCY DETERMINATION EXHIBIT 7760-7770 EL CAMINO REAL CARLSBAD CA 92009 PLANTING DETAILS I APPROVED: PLANNING OWN BY: GD I PROJECT NO. I DRAWING NO. CHKD BY: DA RVWD BY: DA I ' LANDSCAPE PLANTING SPECll=ICATIONS l, 3, SCOPE, PROVIDE LABOR, MATeRIALS, TOOLS, PERMlrS, TAXJ;S AND ALL OTHER COSTS CONSIDERED AS NECESSARY TO COMPLETE PLANTING WORK AS INDICATED AND SPECIFIED WITHIN T~ESE ·pLANS □v INTEGRATION DE51GN stlJD10. lHE: INSTALLATION SHALL BE COMPLETE IN EVERY RESPECT TO THE SATISFACTION OF THE OWNER, GEKERAL CONDITIONS, A. THE CONTAACTOR. SHALL BE LICENSED OA CERTIFIED BY TH~ STATE-01= CALIFORNIA, FOR THE TYPE OF WORI( SHOWN ON TH( PLANS, B, THE CONTRACTOR SHALL CARRY ALL NECISSSARY COMPENSATION AND LIABILITY INSURANCE TO COVER HIS WORKERS AND INSTALLATION SO AS TO OFFeR FULL PROTECTION TO THE OWNi,R FROM ANY POSSIBLE DAMAGE SUIT OR LIEN ON THE dWN~R'S'PROPE:RTY. C, LOCAL, MUNICIPAL AND STATE CODES, LAWS, RULES AND REGULATIONS GOVERNING OP: QHATING.TO ANY PORTION 01=" TJ..1/s WO~K ARE: H~RfBV MADE A PART 01= TH~Si,,-PLANS ANO SPfCll=ICATlONS. D, THE PLANTING Dli:SIGN AS INDICATED ON THe PLANS IS DIAGRAMMATIC, SCALED DIMeN510NS ARIS APPROXIMATE. VERIFY ALL SITE DIMENSIONS PRIOR TO PROCEeDING WITH THE WORK. E, DO NOT PROCEED WITH ANY WORK SHOULD THeRE BE ANY UNKNOWN OBSTRUCTIONS, GRADe DIFFeRENCES OR DISCREPANCl[S FOUND ON THE SITE OR ANY ()JSCQ[PANCtJ;:S WITl-l!N Tl-IE PLANS. Jiv!Mi;'.DlATH Y BRING DJSCREP.ANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE, If NOTIFICATION IS NOT PF.RFORME:D THE CONTRACTOR SWALL ASSUMli FULL RESPONSIBILITY FOR NECESSARY REVISIONS, F. THF. CONTRACTOR SHALL NOTE ALL EXISTING FINISH GRADES PRIOR TO COMMENCING WORK, RESTORE FINISH GRADES CHANGED DURING THE COURSE OF THE WORK TO ORIGINAL CONTOURS OR INTENDED CONTOURS WHERE PRACTICAL G, THE INSrnUCTIONS TO BIDDERS, FROM INTEGRATION DESIGN STUDIO, SHALL BE COMPLETED AND RETURNED TO THE OWNER'S REPRESENTATIVE WITH THE BID BY THE CONTRACTOR AND SHALL BE A PART OF THESE PLANS. CONTRACTOR SHALL NOTIJ"'.Y' LANDSCAP~ AIICI--IIT~croi:-ABSt;:NCG: OJ: INSTAUCTION TO BlDD!;:RS. H, UPON AWARD OF THE CONTRACT, THE CONTRACTOR SHALL IMMEDIATELY LOCATE, 01:/bh~ AND PURCHASI::, OR J-IAVI: HELD, ALL SPECJ!=lt:D PLANT ,MA°T!;R!AL EXCLUDING rRE SELECTED PLANT MATERIAL I, THE SITE SHALL BE KEPT CLEAN AND FREE OF oXCESS EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO THE WORK DURING THE CONSTRUCTION AND MAINTENANCE PfRIOP, J, THE OWNER'S REPRESENTATIVE SHALL HAVE THE RIGHT TO MAKE MINOR.CHANGES INTHt PLANTING DESIGN AND INS.TALLATfON AT NO ADDITIONAL CHARG~. K, PRIOR TO EXCAVATION FOR PLANTING, OR PLACING OFS'IAKES, LOCATE UTILITIES, l:;:LfCTRIC CABLJ;:S, CONDUITS, SPRlt>fKLi;;:R L1Nt;.S, 1-l~ADS, VALvi;;-s, AND VALVE CO_NTROL WIR~S. $0 THAT PROPER PRECAUTIONS MAY BE TAK~N NOTTO DAMAGE SUCH IMVilOVEMENTS, IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, PROMPTLY NOTlfY THE LANDSCAPE. ARCHITeCT TO ARRANGE FOR RELOCATION OF ONE OR THE OTHER, FAILURE TO FOLLOW THIS PROCEDURE PLACES THE RESPONSIBILITY ON THE CONTRACTOR FOR MAKING REPAIRS AT HIS EXPENSE FOR DAMAGES RESULTING FROM WORK HEREUNDER, L NOTll'Y LANDSCAPE ARCHITECT IN WRITING OF SOIL OR DRAINAGE CONDITIONS £NCOUNTtJ<!;D DURING PLANTING OPh.RArloNS WHICH ARI: DHR!!vlENTAl TO GROWTH OF PLANT MATERIAL SUBMITTALS, A. SOILS ANAL VSIS, 1, AGRICULTURAL SUITABILITY TEST REPORT FOR ON SITE SOIL AND ON SITE TOPsOIL, . .. . . b, c, d, THE CONTRACTOR SH.ALL SUBMIT A REPORT TO THE OWNER'S REPRESENTATIVE PRIOR TO ORDoRING SOIL AMENDMENTS OR PLANT MATrnJAI.~. At:;"TER ROUGH GRADING SOIL SAHPLES SHALL B~ TA~.;: {'.:ROM A s.'rnu:.5 OF LOCATIONS REPRESENTING AND ADEQUATE CROSS SECTION OF CONDITIONS AT A DEPTH OF 6" TO 1"', WITHIN PROPOSED PLANTING AREAS, SUBMIT SAMPLES TO "SUNLAND ANALYTICAL LAB"' (INDEPENDISNT LABORATORY FOR TRI-C ENTERPRISES) 11353 PYRITES WAY 'A, RANCHO CORDOVA, CA 95670-9701 FOR SOIL EVALUATION, R_EQUEST 'JG._STiNG FO_R AGHICULTURAL FERT!LliY AND SUITABILITY (TEST NO, LTP,a , 1A) WITH WRITTEN RECOHMeNDATIONS FOR SOILS AMENDMENT, PLANTING AND POST-MAINTENANCE FERTILIZATION PROGRAMS. THIS TEST SHALL lelDICATE BUT NOT BE LIMITED TO THE FOLLOWING, 1, ORGANIC MATTER CONTENT ✓•• NITROGEN, PHO$PHOAUS,POTASS\UM 3, pH 4. E'..C 5, SOIL TEXTURE 6. RECOMMENDATIONS FOR AM£NDtv!£Nr5, LEACHING, AND MAINTENANCE FERTII.IZATIONS e, THI;_ RESLlLTS AND ~~COMMENDATl'ONS Of: THI:._ SOIL "TEST!NG LABOi'!ATOl1Y SHAlL BE SUllHITTED TO AND APPRoVED BY TH• CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS .AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS DRIOR·TO 1'HE START OF CONSTRUCTION. AND SHAU. BECQME PART OF T~E APPROVED PLANS. f. SOILS REPORT l=!l=.COMMl;.NOATIONS S).lALL JAKE PRECEDENCE OVER THE AMENDMENT AND FERTILIZER RATES SPECIFIED IN THESE PLANS. B. PLANT MAT~RIALS, 1. SUBMIT DIGITAL COLOR PHOTOGRAPHS 30 DAYS PRIOR TO INSTALLATION TO THE LANDSCAPE ARCHITFCT AND OWNER'S REPRESENTATIVE OF EACH SPECIFIED TREE AND SHRUB. TAK•N AT THEIR SOURCES FOR APPROVAL THE PHOTOS SHALL aE oi:·n-JE PLAN\ HATEnlAL ro BE SENT TO r1-11; LANDSCAPE ARCl-llTECT FOR APPROVAL. ALL PLANT MATERIAL DELIVERED SHALL 8£ OF EQUAL OR BETTER QUALITY AS THE PHOTO GIVEN AS A REPRESENTATIVE SAMPLE. 2, ALL PALMS SHALL BE FIELD TAGGsD BY THE LANDSCAPE ARCHITECT, THE CONTRACTOR SHALL SOURCE THE PALMS AND COORDINATS THE REVIEW AND TAGGING OF THE PALMS WITH THE LANDSCAPE ARCHITECT, 3, IF ANY PLAN/ MATE:RIAL SPECIFIED JS NOT OBTAINABLE, SUBMIT A WR!TTf:N SUBSTITUTION l<EQUEST TO THE LANDSCAPE ARCHITECT DURING THE BIDDING PERIOD, .. .,.,,.._ FUS\111\! IIIIE!1S\1IIIIO 7/0IJ/"'18 ,4. C. WRITT!i:N GUARANTSG, D. 1, ,, 3, 4- ALL TREES SHALL BE <SUA>¼NTEED, .IN WRITING, TO LIVE IN A HEALTHY CONDll ION FOR 1 YEAR FO_LOWING THE DATE OF COMPLSTION OF THE SPECIFIED MAINTENANCE Pl><IOD. THIS DATE SHALL BE DEToRMINED BY THE OWNCR'S REPRESENTATIVE AT THE TIME OF THE FINAL MAINTEOIANCE WALKTHROUGH, ALL PALM TREES SHALL BE GJARANTEED, IN WRITING, TO LIVE IN A HEALTHY CONDITION FOR 2 YEARS FOLLOWING THE DATE OF COMPLETION OF THE SPECle!ED MAINTSNANCE Pl'llOD. THIS DATli SHALL BE DETERMINED BY THE OWNr.;A'S REPR_l:;:S_f:NTATlVE AT THE: T_IME _OF THE. FINAL MAINTENANCE WALKTH ROUGH. RE;PLACE DEAD, DAMAGF.D, OR UNHEALTHY TREeS, PER THE ORIGINAL DETAILS IMMEDIATELY UPON NOTIFICATION BY THE OWNJ;R'S REPRESE:Ni"'ATIVE:. {T:HIS \l\1LL :Bl:: AT NO COST To TH£ OWNEf.?.) PEPLACtMENt TRE!;s SHAU.. Mf:l~T Thif 'sAME SPE:Cll=ICA Tlo'Ns AS THE ORIGINAL TRt;ES. RE;:PLAC.E)Vt;::NT TR(;fS S!-IALL BE; G-UARANT£EDfOR 1 VEAR, 2 YEARS FOR PALM TREES, FO.LOWING THEIR INSTALLATION AS DETERMINED BY THE OWNER'S REPRISSENT~TIVE, ALL SH~UBS, VINES AND GRiJUNDCOVEl:i St--lALL Bl: GUARANTl:£D f:"OR Tl-I~ LSNGTH OF THE MAINTENAN:E PSRIOD, STATE:lvlENTS OF CONFIRMA Tl:::>N, THI, CONTRACTOR SHA.LL SUBMT TO THE OWNER'S REPRESENTATIVE, THE FOLLOWING ITEMS, 1. SUBMIT, AT THE TIME OF D'LIVERV, INVOICE STATEHENTS FOR ORGANIC AMENDMENTS AND FERTILl;ERS CERTIFYING DELIVERY TO THE SITE AND QUANTITIES BY BVLK AND/OR WEIGHT, 2, SUBMIT 5UPPLIER'S. 5TAlE.MENT5 OF CONF!RMATION RECORDING COMPLIANCE OF ORGANIC AMENDMENTS AND FERTILIZERS WITH THESE SPECIFICATIONS. . . . 3, SUBMIT CISRTIFICATES FOR lHS FOLLOWING ITEMS UPON DELIVERY TO THE JOB SIT!;: a, QUANTITY OF COMMffiCIAL FERTILIZER AND ORGANIC FERTILIZER. b, QUANTITY OF SOIL AlvfNDMENTS. c. QUANTITY OF OTHER SOIL ADDITIV~S PtR AGRONOMIC SOILS rt::ST REPORT. 4, SUBMIT WRITTEN CF.RTIFICHE OF DELIVERY OF CONTAINER OR BULK MATSRIALS, s. SUBMIT WRITTEN CERTIFIC>TE OF QUANTITY AND QUALITY OF PLANT MATERIALS, MA TE RIALS, A. GENERAL, 1, PROVIDI, MATERIALS OF BEIT QUALITY OBTAINABLE WHICH COMPLY WITH THE PLANS, 2, NO SUBSTITUTION OF SPECIFIED MATERIALS SHALL BS MADS WITHOUT WRITTEN APPROVAL OF THEjWNER'S REPRESENTATIVE, Jl. PLANT&:R MIX FOR POTS, UNClE MALCOM'$ POH1NG SOIL -Wf-llTNGY FARMS 'CUSTOt-1 TOPSOIL LIJ:;f.-lTW!;fGI--H M_IX' AVAILABLE. TH~OUGH G:ARTWWORKS-SOIL AM!:NDM&NTS (951) 782"0.26o, •· 85% SANDY LOAM TO!liOIL h 15% PGAT MOSS_ c. 0;5 LBS/CY URkA FORMALDEHYDE (38-o,o) d. 0,1'5 LBS/CY'TRIPLE Su:>ER PHOSPHATE (0-45,0) e, 0,25 LBS/CY POT ASSIU~ SULFATE (0,0,50) f. 1.00 LBS/(:Y AGR!CUL TJRAL GVPSU!vl g, 0.20 LBS/CV PAH MULC14, MULCH SHALL BE 1/2" TOH/2" "FLOREST P.OOR", AS MANUFACTURSD BY AGUINAGA FERTILIZER COMPANY, IRV1NE, CA WWW.EWSA.COM 9-49.786,9558, CONTRACTOR TO SUBMIT LABELEC SAMPLE=.S FOR APPROVAL, Pl=llOR TO ot<Drn1NG MULCH, C. WliED CONTROi., 1, PRE-PLANTING HERBICIDE, RJUNDUP OR eQUAL, ,. PRE-EMERGENT WEED CONTsOL, RONSTAR·G, TREFLAN, EPTAH, VEGIT.X, OR !::QUAL. D. ORGANIC AM~NDMENTS, DERIVED FROM WOOD OR 3ARK, GRANULAR IN NATURE, STABILIZED WITH NITROGEN, FORTIFIED WIT-I MINERALS AND HAVING THE FOLLOWING PROPeRTIES, I, PARTICLE SIZE, a. MINIMUM 95% PASSING A 4 NhS!-1 SCREEN. b. MINIMUM 8Q% PASSING AN B MESH SCREEN. ,. NITAOGeN CONTeNT, (ALL VALUES BASED ON DRY WEIGHT) 0.5% l'OR A~DWOOD SAWDUST, 0,7% =OR FIR s·AWDUST, 1.0% f.OR C!;.DAR SAWDU.ST. 1.6% FOR FIR OR PfNE'. BAAK. PING:SAWDUST·I$ NOT ACCl::PTABLE. & SALINITY, CONDUCTIVITY 3.5 MILLIMCIOS/CM AT ,s•C OR LESS AS DETERMINED IN SATURATIOf. EXTRACT CONDUCTIVITY. <1, ORGANIC CONTf.NTt MINJMUl'-'I 90% BY WEIGHT. G. ~&RTI LIZERS AND MINERALS, 1, PROVIDE COHMERCIAL FERTILIZER, UNIFORM IN COMPOSITION, FREE, ROWING, SUITA9LE;: FOR APPLlt-Ar10~ WITl-l APPRbVED EQUIPMENT, DELIVERED TO THE SITS. IN UN-OPENJ;D CONTAINERS; EACH FULLY LABELLED ACCORDING TO APPLICABLE FERTILIZER LAWS, AND BEARING THE NAM£ OR MARK.OF THE NA_NUr:ACTURE:R. - COMMERCIAL FERTILIZER, ,, b, c, SOIL PREPAl)A TION WEED CONTROL MAINTENANCt, ' ' ~ FEJtnLJzrn TVP~ SHALL Bi;. BASE::□ ON RE::COMMENDAT!ON GIVEN IN H-IS SOILS ANALYSIS BY 'SOIL AND PLANT LABORATORY'. . 2. SOIL SULFUR, FIRST QUALITY COMMbRCIAL GRADE, 95% MINIMUM ~Ll;:Ml..NTAL SUL!=UR. 3, °TRl•C ~UMATG.PLUSi COHMt::RC!AL G~AD[ ORGANIC S'O!L coNomoNER WITl--125% f.l,UMIC ACID AND 7% CALCIUH AND ts% SULFUR, FOQ ALL IRl,C P.RODIJCTS, 1:ila!'.:EJl TO WWW.NATURALSOILUT!ONS.COM OR (800)927,3311 ' 4-TRl,C Hl)MATE, COMMeRcJAL GRADE ORGANIC SOIL CONDITIONER WITH AO% HWM1C ·ACJD. 5. TRI-C 6·2·4: COMMERCIAL GAADE ORGANIC S-OIL CONDITION~R/1='.f::RTIUZt;R WITH 20% HUMtC AClD,6% NITROGEN, 2% PHOSPHOR:US1 4% fJOTASl-l, AND 5o/o SULFUR 6. TRI-C IRON WITH MICRONUTRIENTS, NON-STAINING IRON (10% IRON SUCRATE), WITH 13% CALCIUM, 6% Sl)LFUR, 5% MAGNE$1UM, 2% MANGANESE AND 1% NllROG~N. . . - 7, TRI-C ENDO NET AMh ENDO NET ARBUSCULAR MYCORRHIZAL INOCULUM 8, IR.QN SULFATE ((P[:;_2 (S04)]: i:_msT QUALITY COMMERCIAL GRADE:: 20% MINIMUM FE, AS METALLIC. 9, AGRICULTURAL GYPSUM {CALCIUM SUL.FATE, CA S04 ?.H0)1-J:IRST QUALITY CO/v!MEPt;::JAL GRADE, 13% CA. 10, CALCIUM CARBONATE LIME, folRST QUALITY COMMERCIAL LIME. 11, TRl,C MVCORRHIZAL PACKGTS, 7 GRAM MYCO PAKS, WITH 10% HUMIC ACID, AND MYCORRHIZAL FUNGI AT A MINIMUM RATE oF 100 PROPAGULES/CC PLANT MATGRIAL, 1. QUALITY, HEALTHY, VIGOROUS, NORMAL HABIT: FREE Of WEEDS, INSECT INJ:'.!;.STATION, PLANT DlSfAS~, SUN SCALDS, 13ROKt.N 1'.'.dLIAGE, ABRASIONS OF Tl-lt::: BARK, AND OTHER-_ DIS_J::IGUREMENTS. QUALITY IN ACCORDANC~ WITH THESE PLANS AND SPECIFICATIONS SHALL BF. DETERMINl,D BY THE OW.Nt:.rrs RE::PRES~NTATIVE. '.?, SIZ~, THAT NORMALLY l:XPE2CTl::D FOR COMMERCIAL!.. Y AVAILABLE'-NURSERY STOCK FOR SPECIES/VARIETIES SP£CIFIED IN THESE PLANS. THE ROOT ·sv_STEM SHALL FILL THE; CONTAINER BUT NOT BE ROOT BOUND. SlZ!::. lt-.1 ACCORDANCE WITH THESE SPECIFICATIONS SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE, -3, Rt:;.JE.CT!ON OR sussrrrurtON, R!;_MOV~ j'.}[aJE;:CTED PLANT MAT!i:R!AL FROtvl THE SITE IMMEDIATELY AND REPLACE AT NO ADDITIONAL C05T TO THE OWNER. SuBst1TUTlONS. SHALL NaT si;· P1;;R1Y11nED-UNLi;ss EXPRh.SS!::D CONSGNT IS RECEIVED J:;ROM·THE OWNEJtS RE;.PRESENTATIVE, A, PROTECTION,_ HANDLE AND STORE PLANT MATERIALS TO PROTECT FROM SVN, WIND, AND OTl-!fR lNJL)RIES .OR DAMAC3E. .INJURY OR DAMAGE SHALL BE CAUSE FOR R~JECTION EVEN AFTER INITIAL REVIEW, . 5, QUANTITIES, cmcu,s, DOTS, OR OTHtR PLANT SYMaOLS USED WITHIN THE PLANS ARE THE AUTHORITY TO PLANT C.OUNTS. AND SHALL DETERMINE QUANTITiES PROVIDED, QUANTITIES SHOWN ON THESE DRAWINGS ARE APPROXINATE AND AR.E ONLY F.O~ TH!c. CONVENIENCE OF THE CONTRACTOR, PLANT SYMBOLS AND/OR "ON CENTER" SPACING TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED, CONTRACTOR SHALL INJ::ciRM OW_Nl':.R 1Mt-1F-DIATH Y OF ANY btSCA~PANCIES BHWE!;_N QUANTITIES AND SYMBOLS SHOWN, MULCH, 1, MULCH, MULCH SHALL BE 1/2" TO 3" "FOREST MULCH", AS MANUFACTURED BY AGRl SERVICE INC, (800) 2.M.,1167, ACCliSSORleS, 1. TREE TIES, COMMSRCIALLY MANUFACTURED TIES FROM BLACK TIRE CASINGS, CUT TO A MINIMUH 10" LENGTH AND HELD IN PLACE BY 12 GAUGE GALVAN1l£D WIRE. .OA SPLIT PLASTIC l-lOSE:: W!Tl-l A MINIM.UM L!::NGTI-! OF 75", SPLIT PLASTIC HOSE SHALL BE "CINCH TIE" OR APPROVED EQUAL. 2. TREE STAKES, 12' LONG, STRAIGHT GRAINED LODGE POLE PINS, FREE OF KNOTS, CHECKS, SPLITS AND DIS\:IGURENE:NTS, TR!';.ATED .WITH CH.R.OMATED COPPER ARSENATE, CUPRESSUS SEMP£RVIRENS (ITALIAN CYPRESS) SHALL BE STAKtD WITH 16' LONG X 2" DIAMETER GALVINIZED STEEL POL£, PAINTED DARKGREtN ;, TREE TRUNK PROTECTORS, HANUFACTURED BY V,i,T, COMPANY, INC., ,063 WINt::YARD PLACI::, ESCONDIDO, CA 92029, (800) 729.1314, 4, -GUY WIRl:':;S: 12 GAUGt. GALVANIZ!;D WIRE; NOT TO B~ SPLIC!;:Q, 5. GUY WIRE HOSE, 3/8' OR 5/16" X ,062" WT POLYETHYLENE TUBING BY WARD ~FG., (714) 631-5055. 6, E:SPAUER WIRE: 16 GAU.GE. GALVANIZED WIRE 7, ROOT BARRIER, COPOLYMER POLYPROPYLENE, INJECTION MOLDED, .ooo IHICKNESS ROOT BARRIER AS MANUFACTURED BY DEEP ROOT CORPORATION, (800)458-7668, US, MODEL NO. UB 24"2 ADJACENT TO CUllBS AND PAVED SURFACES, USE MODeL NO, UB 3,,2 OR UB 48·2 ADJACENT TO RETAINING WALLS OR BU!LDJNG FOO/'INGS. SEE Pl.ANS AND DtlAILS FOR LOCATIONS, s. INSTALLATION, A. B. P~RCOLATION T~STING, 1. UPON COMPLE.T!ON OF THE ROUGI--I Gl'.<ADING OF Tl-I!; SITG'., Tl-lE OWNER'S RloPRESENTATIVE SHALL IDENTIFY A TYPICAL. LOCATION FOR 1 OF THE. LARG.EST SPECIHEN BOX TREES, THE CONTRACTOR SHALL eXCAVATE THE PIT FOR THE TREE PER THE PROJECT SPECIFICATIONS AND DETAILS, :?. WITH THE OWNER PRES~NT1 THt'. coNrnACTOR SHALL FILL THE PIT WITH WATER TO A DEPTH OF 12", IF POSSIBLE, THE LENGTH OF TIME REQUIRED FOR THE WATER TO PERCOLATE INTO THE SOIL, LEAVING THE PIT EMPTY, VVILL BE ·tvtt;:~SUR~D. BY ti-It CONTRACTOR AND VERIFlleP BY THi:e: OWNb.R'S REPRESENTATIVE. 3, WITHIN 6 HOURS OF THE TIME THE WATER HAS DRAINED FROM.THE PIT THE CONTRACTOR, WITH THE OWNER PRESENT, SHALL AGAIN FILL THE PIT WITH WATEr=« TO A,Df.pn-1 OF 12", If'. WAT!;R DOE;S NOT COMPLnELY PERCOLATE INTO THE: SOJL WITHfN 9 ~OURS A D~TERivllNATl6N WILL' BE HADE ev THE OWNER AS TO WHETHER OR NOT A DRAINAGE SVSTeM T.O EACH TRIS_E WILL BE REQUIRED, WE.ED CONTROL, 1. MANUALLY REMOVE ALL EXISTING WEEDS AND GRASSES AND REMOVE FROM SITE. 2, APPLY 200 LBS/ACRE COMMERCIAL FERTILIZhR TO ALL PLANTING AREAS. IRRIGATE A TIMES PER DAY DURING THE SUMMER SEASON AND 2 TIMES PER DAY DURING OTHER SEASONS FOR 3 WEEl<S TO GERMINATE SEEDS. J, DISCONTINUE IRRIGATION FOR 2 DAYS AND APPLY .A NON·SELECTIVE CONTACT HERBICIDE, PER MANUFACTURER'S. DIRECTION, TO ERADICATE GrnMINATED WEEDS AND GRASSES. ALLOW HEQBICIDE TO l(ILL WEF.DS AND GRASSES, MANUALLY REMOVE WEEDS ANO GRASSES FROM SITE. MINIMIZE SOIL DISTURBANCE ON SLOPED AREAS OF T~IE SITE. . 4. 1F WE~DS AND GRASSES. STILL 6XIST, IRRIGATE 4 OR 2 TIMES PEI'.? DAY, AS ABOVE, FOR 2 VVEEKS OR UNTIL NEW GROWTH APPEARS. REAPPLY HERBICIDE PER MANUFACTURER'S DIRECTION, ALLOW HERBICIDE TO KILL w,1:Ds AND GRASSF.S, MANUALLY REMOVE WEEDS AND GRASSES FROM THE SITE, 5, NO PRE-EMERGENT HERBICIDE SHALL BE USED. IN LANDSCAPE AREAS. TO BE SG~DED. ·o. CONTRACTOR SHALL OBTAiN APPROVAL BY THE OWNER TO APPLY ANY HJ;RBICIDE, INSECTICIDE, FUNGICIDE, OR OTHER CHEMICALS TO BE USED ON SITE, CONTRACTOR SHALL ABIDE BY ALL APPUC.ABLE GOVERNMENTAL ST AND ARDS REGULATING THE AP PUCA TION OF ANY CHEHICALS, AND SHALL FOLLOW ALL MANl)FACIU.RER'S AEC.ONMENDAT!ONS. ALL WORKtRS APPLYING SUCH CHEMICALS SHALL BE LICENSED IF REQUIRED BY LAW. DELIVE:llV AND STOllAGli, t CONTRACTOR SHALL DELIVER SOIL AMENDMl"NTS TO THE SITE IN THE ORJGINAL UN-OPENED-CONTAINERS, BEARING THE MANUFACTURER'S GUP.RANi!;E,0. CJ:IG.MICAL ANALYSIS, NA_M!;, TRAD~ f\lAMI,-; OR TRAD~MARK, AND STATiiMENT INDICATING CONFORMANCE TO STATE AND F>DERAL LAW, IN LIEU OF CONTAINERS, SOIL ~MEND_MEl,-.JTS MAY BE FURNISHED IN ~lJLK. A CERTIFICATE INDICATING THE ABOVe INFORMATION SHALL ACCOMPANY EACH DELIVERY, 2, CONTRACTOR SHALL ARRANGE FOR OWNER'S REPRESENTATIVE TO CERTIFY ALL UN,OPSNED FERTILllER PACKAGISS ON SITE, FERTILIZER PACKAGES SHALL NOT BE REMOVGD ,ROM SITE UNTIL AFToR INCORPORATION INTO SOIL AS PSR SPECIFl<;;ATIONS, AND ONLY WHEN DIRECTED BY OWNER'S REPRESeNTATIVE, 3, CONTRACTOR SHALL STORE AND PROTECT PLANTS• NOT INSTALLED ON THE: DAY Of ARRIVALATTHE SITE. ' .. ~ L 13.01 APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA, "AS BUil T" RCE ____ EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD w PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: THE BEACON 3 ,CONSISTENCY DETERMINATION EXHIBIT 7760,7770 EL CAMINO REAL CARLSBAD CA 92009 LANDSCAPE SPECIFICATIONS Architecture. Design. Relationships. 1---+---+-----------------+--+---1-----1----11-A-PP_R_o_v_E_o_, _________________ I PLANNING _ DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: GD CHKD BY: DA RVWD BY: DA PROJECT NO, I DRAWING NO. c. D. 6. DELIVERY AND STORAGE, ,. CONTRACTOR SHALL Di;LJVER SOIL AMENDMENTS TO THE SITE IN THE ORIGINAL UN-OPENED CONTAINERS, BEARING Tl-lE MANUFACTURGR'S GUARANi£fO CHE.Ml CAL ANAL VSIS, NAMG.. TRADE NAME:: OA TRADt:MARI<, AND SilATEMENT INDICATING-CONFORMANCE TO STATE AND FEDERAL LAW. IN LIEU OF CONTAINERS, SOIL AMENDMESTS MAY BE FURNISHED IN BULK. A CE.RT!FICATt !NDlCATINC THE ABOVE !Nf!'OAMATIO°N SHALL ACCOMPANY EACH DELIVERY. ,. CONTRACTOR SHALL ARRANGE l'OR OWN.R'S REPRoSENiATIVE TO CERTIFY ALL UN•OPGNGD FERTILIZER PACt<AGES ON SITE. FERTILIZoR PACKAGliS $HALL NOT Bi; R€MOVt.D FR6M SITI: UNTIL AFTER INCORPORATION )NTO SOIL AS PER SPECIFICATIONS, AND ONLY WHoN DIRsCTED BY OWN.R'S REPRoSENTATIVE. :3, CONTRACTOR SHALL SIORE AND P~OTt;:Clfll.ANTS NOT INSfALU::D ON THE DAY OF ARRIVAL AT THE SITE. $OIL PRoPARATION, THe CONTRACTOR SHALL HAVE OBTAINED stiSULT& FRON SOIL TcSTING TO DETERMINE le 501L 15 TO BG IMPORTED OR IF ON SITE SOIL WILL BE AMENDED. FINISH GRADING, MOUNDING, SOILS TESTING AND WliED CONTROL SHALL BE COMPLETED PRIOR TO SOIL PREPARATION. I, AMENDING ON SITE SOIL, 2, a, CROSS·RIP ON Gf(AD~ PLANTING .6.'nii.AS TO A DEPTH OF 10"01:t· IN 2 O!Rl:CHONS. b, APPLY PER 1,000 SQ. FT. OF PLANTING ARoA (EXCLUDING SLOPES GREATER THAN ,,1). THESE RATliS MAY BE ADJUSTED BY THE SOILS REPORT AND AR£ FOR BIDDING PlJRPOSESONLVi ORGANIC AMENDMENT _L CU. YDS. COMMERCIAL FERTILIZER -'1L LBS. SOIL SULFUR ....z.:;_ LBS. TAl•C HUMATt. ____.5Q__ lBS. AGlllCULTURAL GYPSUM -1.Q.\L LBS. Bi:.?OADCAST THE ORGANIC SOIL AMG.NDMENTS UNlFORMLY OVl:.R SURFACE: OF Tl--lE AA£A TO BE TRbAT£0. INCORPORATE INTO THf SITE SOIL BY CULTIVATION, SPADING, OR ROTO,TILUNG, TO A DEPTH OF 6" AND FINE: GRADE: TO SPECJi;l(;D OSPTH B!iLOW ADJACENT PAVING AND CURBS. f.'EMOVE FROM ALL PLANTING A.Rf:'..AS. :ROCKS ANO D!;:Bh!IS LARGER THAN 1· AND REMOVE. FROM THE SITE. CLEAN MINERAL AND AM-6NDM~NT STAINS J:"ROM PAVJNG. MOISTURE CONTt;:NT, THI, SOIL SHALL NOT BS WORKED Wl>EN THE MOISTURE CONTENT IS SO GR,AT THAT oXC£5SIVE COMPACTION WILL OCCUR, AND NOT WHEN IT IS SO DRY THAT DUSl WILL FORM IN THE AIR. WATE.R SHALL BE APPLIF.D, IF NECESSARY, TO PROVID• IDEAL MOJ5TllRE coNDITIONs. BACKFILL MIX, a. STANDAIW BACKFILL tvllX: Usi;. ON SITE SOIL BAS~D ON TH~ SOILS REPORT. THIS MIX IS FOR BIDDING ONLY. BLEND PER CUBIC YARD, TOPSOIL/IMPORT SOIL OAGANIC AMENDMENT TRI-C HUMATE TRI-C IRON W/ MICRONUTRIENTS AGRICULTURAL GYPSUM 3 PARTS BY VOLUME , PART BY VOLUME 6 LBS PER CUBIC YARD OF MIX 2 LBS Pm cuaic YARD Of MIX s LBS PER CUBIC YARD OF MIX i:;~l:.>TILIZER (6~20,20) l-5 LBS P~!;{ CUBIC_ YARD OF-MIX b. SUCCULENT/CACTUS MIX, USE SITe SOIL. 8AS•D ON THE SOILS REPORT. THIS MIX IS FOR BIDDING ONLY. S.E PLAN FOR INDICATION Of SUCCULENT/ CACTUS PLANT MATERIAL. BLcND PCR CUBIC YARD, TOPSOIL OQGANIC AMENDMENT DOUBLE WASHoD SAND TRJ-C HUMATE 6DARTS· 3 PARTS 2PARTS 2 L8S PER CUBIC YA~D OF MIX l'INISl-l GRADING, 1, PAIOR TO THE COMMENCEMG:Ni OF HANTING OPERATIONS. COMPLETE FINISH GRADING AS SPECIFIED. 2. Wl-l~N PRR!MtNAQ.Y G~AO!NG, INCLUOING Wf.t.DING AND Ff:RTILIZ!NG HAS BEEN COMPLETeD, AND THE SOIL HAS DRIEO SUFFICIENTLY TO BE READILY WORKE:D, PLANTING AREAS SHALi. Bk GPA!)!;:D TO. UNIFORM L!;.V~LS OR SLOP~S AT A MiN!MUM OF 2%. MINOA AD.JllSTMENTS TO FINI_S.14 GRADES SHALL Bf. MAD~ IN THf; Dmt:CTlON OF TH!:. FLOW. LOW SPO.ISAND POCKHS SHA.l(. BE GRADED TO DRAIN PR0Pffl'..1f~Y, GAADfNG SHALL BE DONE Wf!liN SOIL IS AT OPTIMUM MOISTURE CONTENT FOR WORKING. ROCK AND D.SRIS MORE THAN 1" IN DIAMETER SHALL BE REMOVED eROM THE SITE. PLANTING !, TRG:l:S, SHRUBS AND. VINESi o. THE OWNER'S REPRESENTATIVE SHALL APP110VE T>ie PLACSNENT Oe ALL PLANT MATERIAL BEFORE PLANTING PITS ARo EXCAVATED, THE CONTRACTOR SHALL LAYOUT PLANT LOCATIONS FOR SHRUBS AND VINES, QR PLACE SPoCIFIED QUANTITIGS OF PLANTS IN CONTAINERS AT LOCATIONS SHOWN ON PLANS. CONTRACTOR SHALL I.OCATE ALL TREES WITH MARKER STAKES, CONTRACTOR SHALL HAVE ALL PLANT MATeRIAL LOCAToD PRIOR TO THE SITE VISIT BY THE OWNER'S REPRESENTATIVE. b, PLANT MATERIALS AS SOON AS SITE IS AVAILABLli AND WEATHER CONDITIONS ARE SUITABLE fOR Pt:;Rl=ORMANCE AND THG. SGQUENCG OF THE SPECIFICATIONS. DO NOT PLANT IF THE SOIL IS EXCESSIVELY WET. ,. EXCAVATE PLANT PITS 2 TIMeS WIDER THAN THE PLANT CONTAINSR. EDGrn,SI-IALLBG 6" op_ Mok!G AWAV r-1:!0M CURBS AND PAVING. d. SET PLANTS IN CENTER OF PITS, IN VERTICAL POSITION SO THAT CROWN OF PLANT IS 1' ABOVE ADJACtNT FINISH GRADE. BACKFILL PLANT PIT WITH BACKFILL MIX TO 1/2 THE HEIGHT OF THE ROOT BALL AND WATER. ,. MYCORRHIZIAL PACKETS, PLACE PER THE FOLLOWING SCHEDULE. I. h. i, J, • l GAL • 5 GAL •15 GAL 1 ' 8 7 GRAM PACKET 7 Gf.!AM PACKHS 7 GRAM PACKETS CONTINUo BACKFIWNG AND FORM SHALLOW BASIN AROUND EACH £OGE OF ROOT SAU, BY DEPDE:SS!NG SOil SLlGITTLY 8!;LOW l=tN!SH GRADE. FO~M BASIN RIHS, KEEPING RIM WJTHfN OUJ/c:R fDGES OF ROOT BALL WATER TO SATURATe ROOTS AND l'INISH BACKFILL AROUND ROOT BALL.. FINE GRADE ARISA$ AROUND PLANTS TO SPECIFIED FINISH GRADE AND DISPOSf. 01= £XCF-SS SOIL ALL NON-SELF-SUPPORTING TREE, SHALL BE STAKED OR GUY,D PER THE DelAILS. PRUNE AND SHAPE ALL. SHRUl:39 Af) lJJR~CT.EO ~y OWNER·& Ai;;.PRES~NTATIVt. REMOVE STAKoS AND ESPAl!.R RACKS AND SECURE VINES TO ADJACENT MASONRY SURFACES WITH SCREW EYES OR MliTAL FASTENeRS, AND HEAVY DUTY CLEAR PLASTIC Tie& ON WOOD SURFACES. ALUMINUM NAILS WITH HEAVY DUTY CLEAR PLASTIC llES MAY BE USED IN LIEU OF METAL FASTENERS. 2. D[CORATIVE POTS, b. ,. •• SEAL THE INTfJ'.(IOR OF ;..x::!-l CONTAINER WITH AN APPROVED SF.ALER. INSTALL FILTER J:ABRIGArm GRAVEL IN CONTAINER PEA. on AIL INSTALL Pl.ANTER MIX FOR DECORATIVE POTS WITH ITBA 'QUENCH' SUP.ERABSORBkNT GRAt-UL;;.s PtR MANU!'.'.ACIUREf.rS DIJ'.?GCT!ONS. REFER TO 1Hf Zl'BA Wffi SIT, FOR AYAILABIUTY AND DIRECTIONS WWW.Zf. BA,COM/PDFS/L NKt.0/20141_ZE;BAJN_CONT AlNGRS,PD~ SET PLANTS IN CENTliR OF POTS, IN VERTICAL POSlltON SO n"IAT CROWN 6'~ ?LANT IS 1" ABOVE ADJACENT FINISH GRADE::. BACKl=rLL CONTAINER WITH BACKflLL NIX TO 1/, THE HEIGHT OF THE ROOT BALL AND WATER MYCORRHIZIAL PACKETS, PLACG PGR HIE FOLLOWING SCHC:DULE, • 1 GAi_, • 5GAL ,GRAM PACKn 3 1 GRAM PACK.Tl • 75 C5AL1 ~4• BOX 8 7 GRAM PACKns I. CONTINUE BACKFILLING AROUND ROOT BALL BY DEPRESSING SOIL SLIGHTLY Bt;LOW FINISH GRADL WATe:R TO SATURATE ROOTS AND FINISH BACKFILi-AROUNC ROOT BALL. g. ALL PLANTED DfCORATt,E POTS TO RECEIVE A 11/," DEPTH .Of 'GRO- MULcH· AS A TOP DRE::>S, UNLESS SPECIFIED OTHERWISf. IN Tl-lie. PLANTliR SCHEDULE. h. PRLJN!;. AND SJ-IAP£ .4.ll ~Rf:£$, SJ-/RUBS A.ND VIN£S, AS DmEct~D BY OWNGll'S REPRESENTATI¼. ;. RcMOYE STAKES AND cSPALIER RACKS AND SECURE VINES TO ADJACENT MASONRY ~RCACES WITH SCREW EYES OR MoTAL l'ASTENERS, AND HEAV' DUTY CL,AR PLASTIC TIES ON WOOD SURFACES OR AS DIRJ;:ClfD SY n--JE OWNl:c.R. ALUMINUM NAILS WITH HEAVY DUTY CLEAR PLASTIC TIES MAY Bf USED IN LIEU OF METAL FASTEN GR$. PALM TREES: .a, PALMS S~All 81:. PAOCUU;l) fROM A STAT( UCl.:NS!;O NURSERY AND SHALL Be TRANSPLANl'ED USlNG THE BEST HORTICULTURAL PIMCT!CES. b. Hl;ALTH AND YIGOA: P\LMS SHALL HAVE. StRAIGHT TRUNKS AND POSSESS DARK GREeN FOLIAGE. SHOWING SIGNS OF CONTINUED GROWTH AND 0[;:Vf.LOfMf.NT OF THf;, APICAL ME.RlSTEM, PALMS SHALL Bt tAE:G OJ:'. lNSECfS OQ: DISUSE AND SHALL B~ SPAAYfiD AND MONITORED rOR PENICLLIUM VERNO,SCNI PRIOR TO DELIVERY TO THESITt. c, SPECIES SELECTION CRIT:RIA SHALL 81;;: AS f:OLLOWS: 1. PH OJ.NIX DACTYLl/f;RA 'TAHITI', TH/;$[; PAl.Jvts Do NOT REQUIRE PRIOR INSPb.C.T\ON FOR DISEASES BY A P~LM SPECIALIST. Tl·IESE PALM$ SHALL BE SELECTED TO MC'T THE LANDSCAPE ARCHITECTS CRITERIA FOR HEIGHT, GIATI, AND OYoRALL FORM(TO MEET T~IE DESIGN INTENT). THE CONTRACTOR IS SOLELY RESPONSIBLE SOR THE PALM'S HEALTH, ~GOR, AND FREEDOM FROM DISEASES AND INSECTS, d, PALM SIZE DETERMINArtON, PALM TRiaES SHALL BE ORDERED ACCORDING TO THE BRCWN TRUNK HotGHTS mrHJ SHOWN ON PLANS. BROWN TRUNK HSIGHTSFOR ALL P,>LMS SHALL BE '1oASURe.D FROM THE SOIL LeVEl TO TI-JE 3AS, OF THE£MEllGING LliAVES. NO OTHGR CRITERIA WILL BE ACCEPT•D AS A BASIS FOR DETERMINATION OF BTH. 17' IS THE CONTRACTOR'S RESPONSIBILITY TO CONVEY THE INTENT OF THIS SPECIFICATION TO NURSERloS WHEN ORDERING PALMS TO INSURC: THAT THEY NE<TTHIS cRnt.RIA. e. ROOT BALL MINIMUM !IMENSIONS, FOR BALLED AND BURLAPPC:D PALM TREES $HALL Bo ASFOL(_OWS, 1. P'10,NIX DACTVLl'tRA, 8'T015' OF M;,OwNTRUNK • 3 ~ 1/2.'CUBtD 17'10 ,s' OF3ROWN TRUNK· s• CUB\,D f, DIGGING Rlii~Ul~EMJ.NTS 1. PALMS SHALL B, DUG BY EQUIPMENT LIMITED TO THC: FOLLOWING, BACK HOE SJCH A;:i. A (;AS.E 580C, FORD 555. TR~NCHER ~CH AS A DITCH WITCI---I RF40, ETC. SY HAND WITH HAND TOOLS. ,. NO TREES SHALi BE REMOVC:D FAOM ANY GIVEN j:;IELD COl1DITION WITIOUT EXCAVATING THE TREES AT THE PROPl'RI Y SPFCIFC:D ROOT BALL SIZE, Oil BY ANY MEANS OF ANY on1rn TYVi OF eXCAVATION NOT OUTLIN,D IN THIS SECTION. 3, WHILE EXCAVATl,G, ROOT BALLS SHAI.L BE INTACT AND IN A RELATIVELY MOtsr CONDITION. 6URLAPPING 01: THE ROOT MASS IS REQUIRED DURING TRANSPORT ON HAUI.S GREATER THAN ~oo MIi.ES OR ON ANY PALM PROCURcD FROM A SA.NDY SOIL CONDITION. SHADe CLOTH OR SARAN CLOTH, 10% GRADE OR BETTt.R $HAL BE WRAPPED AROUND THE CROWN AND /:RON!JS.OJ: ALL P.\Ltvl TR£ES, FO~ LOADS rnAVl;t.,ING GREATER THAN 300 MIi.ES. PRUNING PROCEDURE, WITH THE USE OF HAND LOPPoRS AND HAND PRUNING SAWS, 35% OR 40% OF PALM FRONDS.SsALL BE REMOVED FROM ALL PALHS DURING THE BXCAVATlON PEAlO), FRONDS 5~ALL 6~ R~/viQV!;I) A~Ti;_R PALMS ARE APPROVED 6Y THE LANDSCAPE ARCHITECT. PALM FRONDS SHALL BE TIED IN AN UPRIGHT IDSITION WITH >·PLY TWINE. TWINE SHALL BE TIED PSRPliNDICULAR TCH-IE PALM FRONDS. TWIN.• IS TO Bt:: APPLlcD TIGI--IT GNOUGM TO Qf;M./\.IN TlhD DUR1NG ALL Tr..111.N&POl:!TING AND PL.ANTING PHAS.lc.S OR w:::>AK. PHOENIX GENUS PALM t-4E.ADS ~&:QUIRE 'PINfAPPLl,D' CROWNS. THIS SHALL BE: ACHlcVeD WITH THE ASSISTANCE OF A CARP;:T KNlFE, FINE.LY S!-IARPENED ROUND PQ!NT SHOVEL, OR A CHAINSAW. A SAMPLE T~EE -Sl--!All BE G.X.CAVATED, PAUNt.D, 'TIED. "PIN~PJ:Lf;_D', AND APPROV~O BY TH(; LANDSCAPE AACHIT&CT OR HIS i';!i;PRfS£NT ATIVES, PAIOR TO COMM£NCEM!;NT OF ANY OTHER WORK I~ lHIS SECTION. IT Sl-lALL BE NOTED THAT A SAMPLE TREE WILL BE R,QUJQED ON ALL OTHER PALM GeNUS, HOWEVER, 'PIN.APPLl,C>'::ROWNS ARE NOT REQUIRED. ALL WASHINGTONIA SP~3lh.$ Sl-l.ALL BE SKINNED PRlOR TO LOADJNG, USE CAUTION <N CLEANNG THE PALMS TO PREVENT THE SPREAD OF VASCULAR DIS[ASf MD HINJMJZi;: WOUNDJNG. D!P TOOLS JN STERILIZING AGENT (50s CLOROX, 50% WATEO), SGFORE CLEANING PALMS AND BETWEEN l-10YING FROM ONE PALM TO ANOTHC:R. h. PALM TAGGING ATTACH A LABC:L SECUR,D WITH WIRE AROUND THE TRUNK SHOWING H!ilGI-IT, NAME OF GROlVC:R. AND ORIGIN. BEFORE l'I-IE PALMS AR• L.OADE.D TH~ CONTRACrOR WILL TIE. A SMALL PlaCE; or-FLAGGING TAPE TO THE NEWEST [MSRGING LEAS, (SPEAR LEA~). IN OROER TO TRACK GROWTH (OR CLP 2"03" OCF THE TIP OF THI, LEAF), f. Dt5EA$e CONTROL, PALM FRONDS SHALL B; SPRAYED WITH A BENLATE(R) AND WATC:R DRENCH (OR AN EQUALAPPROVsD BY TH, PALM SPECIALIST), PRIOR TO LOADING OF TREES F:>R <RANSPORT. j. k. I. o. o. LOADING OF PALMS, PALMS SHALL -BE lOAOfD W!Tl---1 1----iYDRAUL!C OR CONVENTIONAL CRANES. FRONT LOAO!el'.tS, J:ORI( UFTS, OR TRACTORS SHAll NOT LOAD OR UNLOAD ANY PALM OVER 8' OF BROWN TRIJNK. CONSIDERATtON SI-IALL 8~ CiVEN !N i!-iE S[U;:cnoN or -AN ADEQUATELY LARGE CRANe TO FACILITATE: LOADING, UNLOADING /~NO StTTING. THIS CONSl()!;RATlON £.HALL VARY 8A$i;.D ON ANY GJV~N SJTE. SITUATION, AND IS-$0LEL V TH£ UABIUTY AND RoSPONSIBILITY OF THE CONTRACTOR AND HIS SUBCONTRACTORS. MINlr.-llZE Tl-.6 LIFTING OR HANDLING OF PALMS BY THE TRVNK, NEVJ;R BIND OR HANDLE THE PALMS WITH WIRJ;&, CHAINS, OR ROPE, USE ONLY A WIDE-BANDED NYLON SLING WHEN MOVING OR LICTING THI, PALrviS, CRANE OPEAATOR AND SUNG,S~rrrn l'v1UST OBSERV~ THAT THE HEADS ARE NOT CAUGHT, PULLED ON, BANGED INTO. OR SHAKEN, WHICH CAN DAMAGE THs BUD. MINIMIZE ANY MOVENeNf OF THF. i:>ALM~ PURING iRANSPORT il-lAT MIGHT JAR:oR DA/v1AGI:. TH!:: APICAL MERISTEM (GROWING POINT), PAD ANY CONTACT OF THE TRUNK TO BRACES WHSN TRANSPORTING Tl~e PALMS. llJGGING SHALL Be SITUATf.D TO AVOID ANY P.0$$.IBLB. SCARS OR UMS_IGHTL-Y ABRASIONS THAT MAY Be CAUSED BY THF. laOADING AND UNLOADING PHASE OF WORK. WATER PALMS THOROUGHLY BEFORE LOADING. DO NOT APPLY ANTI• TRANSP!RANTS TO TH!e. Lf:'.AVt;S. AHG:R LOADING n-lt;_ PALt.1S, cavrn TH£ LfAVES AND TRUNK WITH DeNSE SHADE CLOTH, OR OTHER WOVEN MATERIAL, TO MINIMIZo WIND DAMAGE, IC TRANSPORT RSqUIRFS OVfR 6 HOURS, THE TRUCK DRIVeR WILi. SYRINGF. THE LEAVES AND BOXES Al 4 HOUR INToRVALS. PROTECTION OF PAl,MS DURING T~ANSPD~T AND STDRAGI::. SHALL si; CONTRACTOR'S RESPONSIBILITY. UNLOADING OJ: PALMS1 PALMS SHOULD BE CARfFULL Y LIFTED OFF TRUCK USING A WIDE· BANDED NYLON SLING. CRANC: OPERATOR AND SLING-SETTER MUST 08S"RVF THAT Tl,.l(; M!;ADS ARE NOi CAUG~T, PUI_U;D ON, BANGl::0 INTO, OR SHAKEN, WHICH CAN DAMAGE THE BUD. PALMS SHALL BE PLANTED WITHIN 1 DAV OF DELIVERY. COS TRACTOR SHALL OBTAIN APPROVAL l!ROM THt OWNE;R OR THE U..NDSCAPE ARCHITECT !I'.= PALMS. ,ARI; NOT ro SE. PLANTf.D WlTHIN 1 DAY OF DE:LlV!=RY (SEE STORAGE:, COLLECTION AND ~HEALING IN' OF PALMS), lJPON DEUVE:RY, wn THE Roor BALLS-AND SYRINGE THE l,l;AVE;S. PALM PLAN.TJNG A£QUm£MENT$: FOR BALLED AND BU/;lL,Af,PtiD PALMS, .BACK!=ILL MIX 5HALL 6E COMPRISED OF 100% WASHl;D PLASToR OR CONCR£TE SAND .. WASHED PLAST-R OR CONCRETE SAND .SHALL HAYE VARIABLE SIZeD GRAINS, WITH A MINIMUM OF 96% PASSING THE 2.0 MILLIMETER 51EVE, a'ur NO MOR£ THAN 5-8% !".'ASSING Tf'1E #200 ·s1~v1::. TJ-1£ SODIUM ABSORPTION RATIO (SAR) SHALL NOT EXCtED 6 AND THC: ELECTRICAL COND.UCTtVtTY (EC•) oe THE SATURATION EXTRACT OF THIS SOIL SHALL NOT EXCEED s.o MILLIMHOS PER CENTIMETC:R AT ,5•C. THli BORON CONTENT OF TH!;. BACKFILL SHALL B~ NO GA~ATER THAN 1 PPM, AS M,ASURED ON THE SATURATION EXTRACT. IN ORDER TO INSURE CONFORMANCE, SAMPLES OF THE IMPORT SAND SHALL 81'. SUBMITTED TO 'SOIL AND PLANT LABORATORY', 1594 NORTH MAIN STREeT, ORANGe, CA, 92667, FOR ANALYSIS. PRIC>R TO BACKFILLING. RcSULTS OFTH,SE TESTS SHOULD BE PROVIDED BY THE CONTRACTOR TO THE LANDSCAPE ARCHITECT PRIOR TO PLANTING THE PALMS. SC:VC:RAL DAYS BEFORE THE ARRIVAL OF THt PALMS, PREPARE THE PLANTING SITE. ADEQUATE MEASURES MUST BE TAK,t, IN ORDER TO PROVID.E PERFECT DRAINAGE OF THE PALM PLANrtNG HOLES (SEE PALM PLANT!NG Db.TAIL}, PLANTING PITS./'.'OA PALM TRGGS. S~AL.L St;. A MINIMUM OF 2' GREATeR THAN ANY SIDE OF THE ROOT SALL. TPli.ES SHALL. BE PLANTEP PERPE::NDJCVL.AR AND -PLUMBrD WITl-l THli APPROVAL OF THE cANDSCAPE ARCHITECT AFTER PLANTING, THE BACK SILL SHALL BE APPLIED IN LAYERS, WHILE WORKING OUT ANY At/1 POCKETS, AND JETTED wm; WATt:R, A.(:/ $E.Ci10N OF PVC PIPE ATTACHED TO A HIGH Piif$SURE t-lOSI:: SHALL BE UStD TO OBTAIN AT LEAST BO% 'COMPACTION IN Tl--1t PLANTING PITS OF ALL PALM TREES. 80%. COMPACTION MAY BE ACH1EVfO WITH. THE;: ASSlSTANCG Of.' WAT~ ANJ PNfUMAT(C TAHPf_RS. WI--U~.N 11-1~ HOL( IS !=!lU~D ALMOST TO GRAOE, WATER 1N THE BACKFILL WIT!---1 AT LtAST iO·l!! G.ALLONS or: SUBDUE AND C.t.~AAY'S 3336 (MIXED AT IHE FHc:CoMMEND[;.0 RAT£) AND TH~N IRRIGAIJCN WATrn u= MOQE IS NECESSARY. PHOENIX PALMS REQUIRE lS GALLONS OF THIS "1ATERIAL, ALL OTHER PALM$ Rt.QIJIAE 10 GALLONS. ANY ADJUS.Tt-•1f;Nrs NECESSARY TO STRAIGHTEN PALMS DUE TO POOR COMPACTINCl SHALL BE MAD£. BY THE GONTRACTOn WrtHIN 12 lv10NTHS AFTER FINAL ACCEPTANCo OF THo PROJtCT AT NO CHARGE TO THE OWNE11, ALL PALM FRONDS SHALL si; UNTlsl) BY THe CONTRACTOR WHEN IT IS DETf.~HINtD THAT $UC!--! ACTION W!LL NOT BE'. OEIR!Mt=.:NTAL TO 71 It: HEALTH OFTHo PALMS. ALL EXCoS5 SOIL AND DEBRIS FRON TflE PALM PLANTINGS SHALL BE DISPOSED OF OFF Tl-IE SIT,. BY CONTRACTOR. THE SITE SHALL BS I.EH NEAT AND CLEAN TO Tf-lE SATISi:ACTION OF THE: SITE COOR_DINATOR OR LANDSCAPE ARCHIT,CT .• FERTILIZATION OF PALMS, DON'T APPLY ANY CERTILIZeR FOR 6,0 WEEKS Anrn INSTALLATION, .REAPPLY THE $UBOUl:t AND CL.GARY'S 3336, 6 WEf.!(S Af':frn INSTALLATION. THE FIRST FERTILIZATION SI IOULD BE AT I THE RAT&: -. 1, 2 f.lEO PALMS-(ABDUi 3 LBS. RECOMMENDED FOR 1.STABLJS GRANULAR "PALl'-1 SPECIAL" !=tR PALMS, AND 1 LB. FOR ALL OT FERTILIZER IS AVAILABLE FROM G WARRANTY OF PALMS, OF A ilLIZG~ f'.'.OR PHOENIX CANARIEN51S 1-i•R PALMS). "PALM SPECIAL" 14·5·'4 RACE/SIERRA. BY TH£ CONTRACTOR TO Rr;.tvlAIN IN PALMS SHALL BE WARRANTEED GOOD H<ALTH AND ATTRACTIVE FINAL ACCEPT ANCJi OF THE CONTAACT0~·5 llABltJTY SHA EQUIPMENT AND MATERIALS TQ ATTRACTIVE APPEARANCE DURIN {6) MONTHS PRIOR TO Tl-IE l:ND 0 WILL BE INSPECTED BY A PALM (CONT ACI ·\!!ARK T, f.l081NSON (7 Architecture. Design. Relationships. APPEARANCo FOR '4 MONTHS AFTER LANDSCAPE IMPROVeMENTS. Tl-Iii LL INCLUDh, ·Tl=-IE COST OF LABOR, R~PLACt: TREES QI= SIMILAR SIZt.. AND G THli WARRANTY PERIOD. t= THE. WARRANTY P~RlOD, All PALMS SPECIALIST FOR CINAL ACCGPTANCE 60} Bo4--07i9). ~~ \.~\\DSCAP[ 1 ~,ESSA~~ ''t '.,:?c'l..771/1/\ ~ S = ,,,1,,. I -/.fjj;t . -/< \,-om.,J/""---· J. * if' ru1, ~ ~~---Y~ I[ OF c,1.1,~'li -'---' G. ,. J. DATE INITIAL - DESIGNER OF WORK MULCl·h A MINIMUt-1 OF 3" OF OilGANIC MULCH SHALL BE ADDeO IN ALL NON·TU.lll' PLANTNG A~b.AS WITH SLOPES LESS STEEP THAN 3rl TO COVER THb. SOJL COMPLH~l V, AS SP£.Clfl£D UNDER MATERIALS. ;;CC!;SSOlllbS, 1 TREE TIE::Si WHEN USED AT CONTRACTOR'S O!SCRE!!ON, INSTALL P!':.R DIT AIL l. TREE STAKE$, WHEN USJ;D AT CONTRACTOR'S DISCRETION, INSTALL PER DETAIL l· TREE 1RUNI< PllOTtiCTORS, INSTALL TO PROTECT THG LOWC:ST 4" OF oXPOSED TRUNK. ,. GUY WIRES, WHEN USED AT CONTRACTOR'S DISCRETION, INSTALL PER DETAIL, ,. GUY WIRE 1-tOSE, WHEN USeD AT CONTRACTOR'S DtSCRGTION, INSTALL P•R DETAIL. !" ESPALl>A WIRES, INSTALL PER DETAIL J. ROOT BARRIER, INSTALL PER MANUFACTURER'S R•COMMENDATIONS, MAINTENANC~, MAINTAIN PROJ!;CT FOR A P!.:RIOD OF 90 CAL!.:NDAR DAYS, l=OLLOWING-·r~~ CORReCTION AND/OR COMPLHION OF PRe-MAINTENANC£ WALKTflROUGH PUNCH LIST ITEMS IDENTIFIED BY THE OWNER'S REPRESENTATIVE. MAINTENANCE PERIOD SHALL NOT COMMENCE UNTIL EV/Dt;NCS OF OWNER'S REPRESENTATIVE'SSATISFACTION IS RECEIVeD IN WRITING. ;. MAINTrNANCE SHALL INCLUD, BUT NOT BE LIMITED TO PRUNING, WAT.OING, FERTILIZATION, WeED CONTROL, CUL'11VATION, PliST CONTROL, CLEAN,UP, OPERATION/ADJUSTM,NT AND RePAIR OF THE IRRIGATION SYSTEM. ,. APPLY COMMC:RCIAL FERTILIZER AT THE RATE RliCOMl'<ENDJ;D BY 'SOIL AND PLANTl~AB', A'S R~QLIIQED TO !;;:ST ABUSl-l THRIVlNG PLANTS. ~ PROTECT NEWLY PLANTED AREAS FROM FOOT TRAFFIC, VANDALISM, THeFT • BURROWING OR GRAZING ANIMALS. ANO &ROSION, REPAIR AND REPLANT DAMAGED AREA, Rt;;PLACf. Dl,;.AD,DAMAGt::D, OR MIS.SING PLANTS. COMPLETION oi: MAINTENANCE PERIOD AND PLANT ESTA!3L1Sl-lM~NT SHALL Bk DG:TT:RMIN~D BY THI;. OWN(R'S P.1,;_PRt.S£NTAT!VI!, IN WRITING, FOLLOWING A FINAL MAINT~NANC!i WALKTI--IROUGH, CLEAN-UP, 1 UPON COMPLliTION OF WORK IN THIS SECTION, CONTRACTOR SHALL Q~M()V5 ALL RUBBISJ.---1, TRASH, AND DG:BRIS 'QESJL TING r;ROM THI:: OPERATIONS, REMOVE UNUSED EQUIPMENT AND IMPLEMENTS OF StiRVICE, LEAVE ENTIRE AREA INVOLVED IN A NEAT AND ACCEPTABLE CONDITION SUCH AS TO Men THc APPROVAL OF THE OWNER'S RF.PsESENTATIVE. DATE INITIAL DATE -·-· INlllAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL L 13.02 APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" .. RCE EXP. DATE REVIEWED BY: ., __ INSPECTOR DATE ~ CITY OF CARLSBAD w PLANNING DIVISION g g LANDSCAPE IMPROVEMENT PLANS FOR: THE BEACON 3-CONSISTENCY DETERMINATION EXHIBIT 7760 .. 7710 EL CAMINO REAL CARLSBAD CA 92009 LANDSCAPE SPECIFICATIONS I APPROVED: PLANNING I DWN BY: l:iD I PROJECT NO. I DRAWING NO. CHt<D BY: DA -· RVWD BY: DA 0 ' " -~ I • !l • :, ~ I • ~ t " ~ " 0 i i • • C ti • l ~ ·'!?. • • ~ -~ 1 0 ~ [ ~ " ~ § ~ " • [ t ~ 8 " ~ " ~ ~ ~ C) "" "' {l Q.. -.J -.J ,,. g, g tl J!l ~ "' " -~ © • u C " ~ °" ci • c.:\- ci • = m 6 N 0 ~ " ~ ~ = E E • t J1 • • == "§: = C ts a "' 0 • t '1 ~ • = • ~ = " " C "' • ~ -• -rn a; a; = ~ 0 m 0 " 6 N N ~ " m N ? 0 ij '2 a " a ~ ~ § • • ;,; E ii rn • I C > ii • & • " Ii " ~ ·~ = 1ii ~ > = e u • u a a ---··· 0 1 Cc, = = ::, I ,_-_ =---- CONSISTENCY DETERMINATION (PARKING-ALL PHASES) PARKING REQ. PER SDP 79-03 PARKING REQUIRED BY PHASE Ill TOTAL PARKING REQUIRED PROPOSED PARKING -PHASE I -BLDG. 7710 & 7730 PROPOSED PARKING -PHASE II -BLDG. 7720, 7740 & 7750 PROPOSED PARKING -PHASE Ill -BLDG. 7760 & 7770 TOTAL PARKING PROVIDED TOTAL COMPACT STALLS ALLOWED 473 X 25% TOTAL COMPACT STALLS PROPOSED 471 STALLS 1 STALL 472 STALLS 224 STALLS 199 STALLS 50 STALLS 473 STALLS 118STALLS 88 STALLS TOTAL ACCESSIBLE STALLS REQ. (PER CBC TABLE 11B-208-2) 9 STALLS TOTAL ACCESSIBLE STALLS PROVIDED 15 STALLS TOTAL ACCESSIBLE VAN STALLS REQ. (PER CBC 118-208-2-4) 2 STALLS TOTAL ACCESSIBLE VAN STALLS PROVIDED 2 STALLS SEE SHEET 0.3 FOR PARKING STUDY RELATED TO PRIVATE DINING AREA AND PEDESTRIAN PLAZA PURSUANT TO CMC SECTION 21.26.013 REFER TO SHEET A 1.0 FOR PARKING COUNT / / 7710 I I I I I I I I I CONSISTENCY DETERMINATION (AGGREGATE PROJECT BASIS-PHASE 11-111) l=-- 1 I I I I LANDSCAPING EXISTING PROPOSED ~--·--·--~ -- -AREA A 200 SF 200 SF -AREA B 877 SF 877 SF -AREA C 344 SF 344 SF -AREA D 1,702 SF 1,702 SF -AREA E 706 SF 706 SF -AREA F 240 SF 570 SF +330 SF -AREA G 2,440 SF 2,215 SF -225 SF -EXIST!NG PHASE 2 PARKING 11,106SF 11,106 SF -LOT NET 17,615 SF 17,720 SF +105 SF -SPECIFIC AREAS WHERE SIGNIFICANT REVISIONS ARE BEING MADE HAVE BEEN SEPARATELY CALCULATED FOR CONVENIENCE OF CITY STAFF. PLEASE NOTE CONFORMANCE WITH 10% CRITERIA IS BASED ON AGGREGATE BASIS. 7730 ' ' 7740 --- LEGEND MODIFIED LANDSCAPE AREA MODIFIED AREA AREA NOT INCLUDED IN PHASE Ill SCOPE OF WORK C O C C, C"'f' 74-¥++-l ft?f-bt---vt--Yll-¥tt'--I C C C C G C 7750 EL CAMINO REAL_ L CONSISTENCY DETERMINATION (PER STRUCTURE BLDG. 7760) YARDS SETBACKS COVERAGE HEIGHT (SEE DETAILS 2 & 4 ON SHEET A4.1.60 FOR FURTHER INFORMATION) AREAG .......... 177601 . NO CHANGE NO CHANGE EXISTING COVERAGE= 4,837 SF PROPOSED COVERAGE = 5,058 SF (+221 sf) 3.8 % INCREASE< 10% EXISTING HEIGHT= 24'-0" PROPOSED HEIGHT O 24'-6" 2% INCREASE (TOWER)= 10% .......... .......... 17770 1 .......... ' ' AREAF .......... .......... ___ 0_ CONSISTENCY DETERMINATION (PER STRUCTURE BLDG. 7770) YARDS NO CHANGE SETBACKS NO CHANGE COVERAGE NO CHANGE HEIGHT EXISTING HEIGHT= NO CHANGE PROPOSED HEIGHT= NO CHANGE ' ' ...________ ~ ~ -------~ ~ --- SITE PLAN ANALYSIS 1"0 50'-0" 1 Architecture. Design. Relationships. r-... :.,;s,;._:g;12,T;-~1""""""~~,;;,,..,"""'~'-'""""'"''-'>¥"':1.,;;:,.,;,,,:,, seal ""''°'~~"":t'.'0!-'."Z""~;;l''§J!'VNYJfyi"~;,;~;:--==:<c:.'C,\8.e",% Con,"ltanl Cf) Cf) >-_J <( z <( z ::i 0... w I-- Cf) Pmjecl Nrimlier: 2020-169 Plan Check Number: CD 2020-0022 (DEV2017-0105) ---~------ 12.06,2020 1sl Cily Submi!lal 02.18,2021 2nd Ci/y Submilfal 04.21.2021 3rd Cily S11bmillal 05.17.2021 4/h City Subm,'ltal -------- ----------·- J A0.2 l 7710 == c..c........c.. I I I I I I ,,_~..,l!J lil ' ' 7730 ' ' 545 sf 7740 NEW OUTDOOR DINING PARKING ANALYSIS-PHASE II & Ill TOTAL NUMBER OF RESTAURANTS TOTAL AMOUNT OF PRIVATE DINING SQ. FOOTAGE ALLOWED PER CMC21.26.013 16 RESTAURANTS X 400 SQ. FT. PRIVATE DINING USED PRIVATE DINING SPACE REMAINING 16 400 SQ. FT. PER RESTAURANT 6,400 SQ. FT. 6,220 SQ. FT. 180 SQ.FT. NOTE: ALL PRIVATE DINING AREAS ARE ENCLOSED BY A FENCE TO SEPARATE PRIVATE DINING SPACES FROM PUBLIC PEDESTRIAN SPACES / / C C C C C ' C C ' 7750 C C C C C 970 sf 570 sf 570 sf 450 sf EL CAMINO REAL_ L 840 sf 400 sf LEGEND RESTAURANT SUITE PRIVATE DINING PUBLIC PEDESTRIAN PLAZA PRIVATE DINING FENCE LINE AREA NOT INCLUDED IN SCOPE OF WORK - - Architecture. Design. Relationships. \' ,--.ex< ,~V\!i."f; >!Cs:-G-'ie";¢,'•~,I;J!;1;£4.%:'.i:'-'i>;.'Cffi~il':'1"0'."~SQ5i-Ji'.' A Seal ,S{'." >~ •'~'!-,. ,•C' .~;o,,,-~~cfl',';:"'.•f.•0;\$",G':!'.:'c;'.t;:;;.;;,n"?~J'it's?/4?,<;i', Cons•ltan/ I z 0 u <( w m w :c I- Cf) -Cf) ~ <( z <( C) z -~ 0::.:: <( o_ C) z z -0 0:::: 0 0 0 I- ::) 0 Project Number: 2020·169 Plan Check Numbor: CD 2020-0022 (DEV2017-0105) 12.06.2020 02.18.2021 04,21,2021 05.17.2021 Isl C//y Subm/1/a/ 2nd City Submit/a/ ---,---------------3rd City Submittal 4th Ci/ySubmi//el A0.3 I .I I I I / / t EL CAMINO REAL -----= ~------~--------------------------------~-------------- I \ I I I .I I I Z 1 /IX llkWY~f-llX ' I L EL CAMINO REAL __ • u C -" ~ • N o, I -:J; ~ 0 N ~ ~ ~ &5 E E • ,!-el:! " " ~ a:i "§ ~ ~ C " 8 ro [~ ~ • = n " N "' a ~ C § = ro 0 @) " C, -ro ~ " °' o, = ~ = ~ ;;; " N ~ '° N 'i' 'i' = " <)I ~ , , ~ ~ G o5 " ill u E i! ro ill u C > ~ ro g -" " % ~ t; m -" C = .. . , ~ • w • ~ u " u 0 u 2 A1.1 u =--- EXISTING OVERALL SITE PLAN 1"=80-0" 2 A11 u PROPOSED OVERALL SITE PLAN 1"=80'·0" 1 GENERAL NOTES 1. IF THE OWNER DESIGNATES ITEMS TO BE SALVAGED, MOVE THE ITEMS TO A SPECIFIC LOCATION AS DIRECTED BY OWNER 2. PROTECT IN PLACE ALL (E) MATERIALS, ASSEMBLIES, AND UTILITIES INDICATED TO REMAIN. 3. BRING TO THE IMMEDIATE ATTENTION OF THE ARCHITECT IN WRITING, AND FINDINGS WHICH WERE NOT VISUALLY DETECTABLE PRIOR TO DEMOLITION SO THAT THE ARCHITECT CAN CLARIFY ACTIONS TO BE TAKEN BY THE CONTRACTOR. 4. 5. 6. 7. 8. 9. 10. 11. PROTECT IN PLACE ALL EXISTING UTILITIES. RE-ROUTE EXISTING UTILITIES REQUIRED TO BE MAINTAINED PRIOR TO DEMOLlTION WITHOUT DISRUPTION OF SERVICE TO OTHER BUILDINGS. REMOVE/DEMOLISH ITEMS SHOWN WITH DASHED LINES IN THEIR ENTIRETY. REPAIR, AT NO COST TO OWNER, DAMAGE TO l::X!STING CONDITIONS OUTSIDE LIMITS OF WORK AS A RESULT OF THE WORK PERFORMED UNDER THIS CONTRACT. NOTIFY THE OWNER IMMEDIATELY IN WRITING IF ANY AREAS ARE DISCOVERED TO CONTAIN HAZARDOUS MATERIAL WITHIN THE SCOPE OF WORK. PROTECT ALL EXISTING ELEMENTS AND UTILITIES INDICATED TO REMAIN. VERIFY DEPTHS AND LOCATIONS OF (E) UTILITIES TO REMAIN PRIOR TO START OF DEMOLITION WORK. PATCH & REPLACE AREAS OF EXISTING OR NEWLY INSTALLED PAVING AS REQUIRED FOR INSTALLATION OF ELEMENTS OF THE WORK IN A MANNER THAT WILL MATCH ADJACENT PAVING, 12. DRAINAGE & CONSTRUCTION OPERATIONS SHALL COMPLY WITH ALL ENVIRONMENTAL HEAL TH ORDINANCES. 13. INSTALL CONSTRUCTION FENCING AT THE EDGE OF CONSTRUCTION WORK PERIMETER. 14. ENSURE THAT EQUIPMENT SHALL BE MAINTAINED IN PROPER TUNE TO PREVENT VISIBLE SOOT FROM REDUCING LIGHT TRANSMISSION THROUGH THE EXHAUST STACK BY MORE THAN 20 PERCENT FOR MORE THAN 3 MINUTES PER HOUR AND USE LOW-SULFUR FUEL AS REQUIRED BY SCAQMD REGULATIONS. 15. MAINTAIN JQBSITE IN A CLEAN, ORDERLY CONDITION, FREE OF DEBRIS AND LITTER AND DO NOT UNREASONABLY ENCUMBER WITH ANY MATERIAL OR EQUIPMENT. IMMEDIATELY UPON COMPLETION OF EACH PHASE OF WORK, REMOVE ALL TRASH AND DEBRIS. 16. ALL RETAINING WALLS TO REMAIN, SANDBLAST (E) RETAINING WALL AND PREP FOR NEW FINISH AND PAINT COLOR. 17. PROVIDE WALKS AND SIDEWALKS WITH A CONTINUOUS SLIP RESISTANT SURFACE. PROVIDE WALKS WITH SLOPES LESS THAN OR EQUAL TO 6% WITH THE EQUIVALENT OF A MEDIUM BROOM SLIP RESISTANT FINISH. PROVIDE WALKS WITH SLOPE GREATER THAN 6% WITH THE EQUIVALENT OF HEAVY BROOM FINISH. OVERALL PARKING SUMMARY PARKING REQUIRED PER SDP-78-03 PARKING REQUIRED BY PHASE Ill TOTAL PARKING REQUIRED PROPOSED PARKING -PHASE! -BLDG. 7710 & 7730 PROPOSED PARKING -PHASE II -BLOG. 7720, 7740 & 7750 PROPOSED PARKING -PHASE Ill -BLDG. 7760 & 7770 TOTAL PARKING PROVIDED TOTAL COMPACT STALLS ALLOWED 474 X 25% TOTAL COMPACT STALLS PROPOSED 471 STALLS 1 STALL 472 STALLS 224 STALLS 199 STALLS 50 STALLS 473 STALLS 118 STALLS 88 STALLS TOTAL ACCESSIBLE STALLS REQ. (PER CBC TABLE 118-208.2) 9 STALLS TOTAL ACCESSIBLE STALLS PROVIDED 15 STALLS TOTAL ACCESSIBLE VAN STALLS REQ. (PER CBC 118-208.2.4) 2 STALLS TOTAL ACCESSIBLE VAN STALLS PROVIDED 2 STALLS LEGEND AREA NOT INCLUDED IN SCOPE OF WORK ------EXISTING PROPERTY LINE (#) PARKING COUNT C (N) COMPACT STALL PER CITY STANDARD Architecture . Design. Relationships. f;t:;~---;;,::R;,O_>j,f.-"'..:£..'§-_z:;,}'9.~'?:ef"iS'.s~,,Wc~:o;~~ Se•! (;'.6!,'2%~SW~>;~a1s;.'l.'-;;;c-,W(~cc'Ci•J"K,',i¼2-'i:lsfS:.'.L-0"-1 Co"sultanf Cf) z :5 (L LU 1--Cf) _J _J ~ LU > 0 Project Numoor. 2020-169 Plan Check Number: CD 2020-0022 (DEV?017-0105} 12.06.2020 ···--··· 02.18.2021 04.21,2021 0517.2021 1s1 City Submittal 2nd Cily Submillai 3rd Ci/y Submiltel 4/h City Submit/a/ ---··------ ~ ~ E E ES,.l.'Sl ;1 ~~ t~ • ~ " "' • = ~ Si 0 ~~ " " r,;-r,;-._:, • ~ u > ; • > Ii • • ,;; ~ "' = i ' u 8 ci--______________________________ .._ _______________________________________________________________ ..;_ ______________________________ ..1.. ______________________________ +------------------------------, ' " I [ I " ~ 1 • ~ -~ ~ ~ ' I ' 1l. • ~ 3 0 C "' -~ ~ ~ ;;; d, = 6 N ~ " "' • • • ~ C :, 0 0 ~ • = ~ C (§) • • • Si = 0 "' a: 2, ~N -o r,;-"' :, .. ill E • = C J'l .. = % C " ! • ~ • EL CAMINO REAL -EL CAMINO REAL . 1 • ', I I ~ [TI'~ IT]/// ~/~,~ I I ~~~~1 :{] I I I I I I J 0 • 0 0 13 '1 1/1 I I [I] 16 I 77611 ....... 0 D EL CAMINO REAL 113 \-~~- \ \\_s - 10 . ·c,,cJ,c,c./c 12, 1 101 0 EL CAMINO REAL 6 20 21 ---c_ C ·,.c ~ I ', •,., ·,,, ~ '--....__ , _____ s_ ·- . .,, . .,, /'• I \ ====--@] ENLARGED DEMOLITION SITE PLAN 1"=20-0" 2 I -113 ··,c b ·-c .. ··,C 1 . ·C ( 115 116 @] ENLARGED PROPOSED SITE PLAN 1"=20'-0" GENERAL NOTES 1. IF THE OWNER DESIGNATES ITEMS TO BE SALVAGED, MOVE THE ITEMS TO A SPECIFIC LOCATION AS DIRECTED BY OWNER. 2. PROTECT IN PLACE ALL (E) MATERIALS, ASSEMBLIES, AND UTILITIES INDICATED TO REMAIN. 3. BRING TO THE IMMEDIATE ATTENTION OF THE ARCHITECT IN WRITING, AND FINDINGS WHICH WERE NOT VISUALLY DETECTABLE PRIOR TO DEMOLITION SO THAT THE ARCHITECT CAN CLARIFY ACTIONS TO BE TAKEN BY THE CONTRACTOR. 4. PROTECT IN PLACE ALL EXISTING UTILITIES. 5. RE-ROUTE EXISTING UTILITIES REQUIRED TO BE MAINTAINED PRIOR TO DEMOLITION WITHOUT DISRUPTION OF SERVICE TO OTHER BUILDINGS. 6. REMOVE/DEMOLISH ITEMS SHOWN WITH DASHED LINES IN THEIR ENTIRETY. 7. REPAIR, AT NO COST TO OWNER, DAMAGE TO EXISTING CONDITIONS OUTSIDE LIMITS OF WORK AS A RESULT OF THE WORK PERFORMED UNDER THIS CONTRACT. 8. NOTIFY THE OWNER IMMEDIATELY IN WRITING IF ANY AREAS ARE DISCOVERED TO CONTAIN HAZARDOUS MATERIAL WITHIN THE SCOPE OF WORK. 9. PROTECT ALL EXISTING ELEMENTS AND UTILITIES INDICATED TO REMAIN. 10. VERIFY DEPTHS AND LOCATIONS OF (E) UTILITIES TO REMAIN PRIOR TO START OF DEMOLITION WORK. 11. PATCH & REPLACE AREAS OF EXISTING OR NEWLY INSTALLED PAVING AS REQUIRED FOR INSTALLATION OF ELEMENTS OF THE WORK !NA MANNER THAT WILL MATCH ADJACENT PAVING. 12. DRAINAGE & CONSTRUCTION OPERATIONS SHALL COMPLY WITH ALL ENVIRONMENTAL HEALTH ORDINANCES. 13. INSTALL CONSTRUCTION FENCING AT THE EDGE OF CONSTRUCTION WORK PERIMETER. 14. ENSURE THAT EQUIPMENT SHALL BE MAINTAINED IN PROPER TUNE TO PREVENT VISIBLE SOOT FROM REDUCING LIGHT TRANSMISSION THROUGH THE EXHAUST STACK BY MORE THAN 20 PERCENT FOR MORE THAN 3 MINUTES PER HOUR AND USE LOW-SULFUR FUEL AS REQUIRED BY SCAQMD REGULATIONS. 15. MAINTAIN JOBSITE !NA CLEAN, ORDERLY CONDITION, FREE OF DEBRIS AND LITTER AND DO NOT UNREASONABLY ENCUMBER WITH ANY MATERIAL OR EQUIPMENT. IMMEDIATELY UPON COMPLETION OF EACH PHASE OF WORK, REMOVE ALL TRASH AND DEBRIS. 16. ALL RETAINING WALLS TO REMAIN, SANDBLAST {E} RETAINING WALL AND PREP FOR NEW FINISH AND PAINT COLOR. 17. PROVIDE WALKS AND SIDEWALKS WITH A CONTINUOUS SUP RESISTANT SURFACE. PROVIDE WALKS WITH SLOPES LESS THAN OR EQUAL TO 6% W!TH THE EQUIVALENT OF A MEDIUM BROOM SLIP RESISTANT FINISH. PROVIDE WALKS WITH SLOPE GREATER THAN 6% WITH THE EQUIVALENT OF HEAVY BROOM FINISH. DEMOLITION PLAN KEYNOTES [I] EXISTING CURB TO BE DEMOLISHED [}J EXISTING TILE TO BE REMOVED [JJ EXISTING PORTION OF THE SIDEWALK TO BE DEMOLISHED [I] EXISTING ASPHALT TO BE REMOVED [TI EXISTING TREE TO BE REMOVED [I] EXISTING LANDSCAPE PLANTER TO BE REMOVED, CAP ALL IRRIGATION LINES [JJ EXISTING TRASH ENCLOSURE TO BE REMOVED CO EXISTING PARKING STRIPPING TO BE REMOVED [I] EXISTING EXISTING RETAINING WALL TO REMAIN ~ EXISTING DRIVE THRU LANE TO BE REMOVED DI] EXISTING E.XISTING TRELLIS STRUCTURE TO BE REMOVED [gJ EXISTING GAS METER BANK TO REMAIN [JI] EXISTING LIGHT POLE TO REMAIN []] EXISTING GAS METER BANK TO BE RELOCATED [JI] EXISTING UTILITY EASEMENT [JI] EXISTING CUR,B AND BOLLARDS TO BE REMOVED [If] EXISTING U\ILITY EQUIPMENT TO REMAIN PROTECT IN PLACE []] EXISTING SIDEWALK TO REMAIN PROPOSED SITE PLAN KEYNOTES ~ NEW DECORATIVE CONCRETE WALKWAY, SLOPE 2% MAX. AWAY FROM BUILDING ~ NEW PARKING LOT STRIPING O][] NEW LANDSCAPE, SEE LANDSCAPE DRAWINGS [J:2±] NEW TRASH ENCLOSURE ~ EXISTING TRANSFORMER TO REMAIN, PROTECT IN PLACE ~ EXISTING SIDEWALK TO REMAIN 00 NEW ACCESSIBLE RAMPS ~ NEW STRING LIGHTS ~ EXISTING PARKING LOT LIGHT POLE TO REMAIN @] EXISTING RETAINING WALL TO REMAIN, PATCH AND REPAIR AS NEEDED. PAINT TO MATCH BUILDING OJI] EXISTING FIRE HYDRANT Dill NEW CONCRETE WHEEL STOP o:ITJ NEW LANDSCAPE PLANTER ~ NEW FENCE WITH GATE ENCLOSING PRIVATE PATIOS LEGEND NEW LANDSCAPE AREA NOT INCLUDED IN SCOPE OF WORK EXISTING PROPERTY LINE EXISTING PROPERTY SETBACK EXISTING 10'-0" SETBACK Architecture . Design. Relationships. -.-.,0:;,""'.c2_"-~~-,;..:_-a;:y,,'~"-"h"¥&,:;'=.~$,>j;.-a;;;; ",'-0.;;~}':;',~] Seal ;;,;;. ~F-''"ts ;;t,s;?f78f': '::'.-S<0''.~:J;.'i,-C"'.s;£'1f.cf"/.k":~2,=:,=..._c;~ Gon,u//an/ 1--m Cf) z ::s 0... w I- C/) 0 w CJ 0::::: <( _J z w Project Numbsr: 2020-169 Pi'an Check Number: CD 2020-0022 (DEV2011-0105) 12.06.2020 02.18.2021 04.21.2021 05.17.2021 Isl Clly Submilfa/ 2nd City Submit1;;il 3rd City S11bmitla/ ----4th Cily SLJbmilfal A1.1 <j ' " ! l C !! • I s • ' e s i ~ ' ' C > i\ , ¾ • • ~ s I -'!! ~ jj ~ " 0 ~ ! ~ ~ t ~ ' ~ " li M ! t ~ ' • • il. • ~ C) '< "' -I {l Cl. _, _, o,' ~ 1' C) .f<l ---------" ,l!l ·--<cc l: '< "--~ "' 11 14 6 16 :c------.._____ 12 EAL • = C ill . .JJ::l m cC ~ 'ro d, = cS N 0 " = ~ ~ ~ E E m t~ m m -~ n il'~ :, C 8 r~ ~ m m = n " • ~ C E = @) m f = m m ~ N N = 0 0 = " "" ~ ;:;; 3 -" cc N ,.o ;;-;;-m~ ., " " m • ~ u E ii m ID = C > Ii m J'l ~ m " % ffi " C \;' ;; • ~ m e n = m = 0 0 --- ------ ·-/ ........ .... I r-.... -...._ I I ................ ._._ / / .... _; .... 7 r--L1f/ 1 1 1 1 I I I I I I I I f I I I ' ' ' ' ' ' ' ' ' ' I I I I I I I I I I L 1 I / I -J ' t-' 11 -~--::, I •~'g/.,1/ I I c:: .. ./1 rr I t I , I I I / I I I I I I I I I I I / I I I I I I I / I I I / I I I I I I I / I I.... I I I .._ .._ I I I ........ ._✓ I ' ' C ' -,, .... __ I ' -' \ r-.... .._ I \,/1 .,.,,,.~,, ~ 'I ' ' ' ' 15 10 --- 0 0 X --- [TI [TI --- 0 ------ ,'<;: -- ·-.',,JI II II IL. Ir-.::::::-:-.. I I ~ .Jr-I-.. I II ------------ D -[TI --- I ~[TI 13 , ------------- 18] 14 8 TYP . EL CAMINO REAL , --------- > I ------ -------------- OD I 1 [TI ------ ------------- --------9 --------L __ _ ------------ 18] [TI PEDESTRIAN PLAN/ DINING PATIO PLAN 3/32"=1 '-0" GENERAL NOTES 1. IF THE OWNER DESIGNATES ITEMS TO BE SALVAGED, MOVE THE ITEMS TO A SPECIFIC LOCATION AS DIRECTED BY OWNER . 2. PROTECT IN PLACE ALL (E) MATERIALS, ASSEMBLIES, AND UTILITIES INDICATED TO REMAIN. 3. BRING TO THE IMMEDIATE ATTENTION OF THE ARCHITECT IN WRITING, AND FINDINGS WHICH WERE NOT VISUALLY DETECTABLE PRIOR TO DEMOLITION SO THAT THE ARCHITECT CAN CLARIFY ACTIONS TO BE TAKEN BY THE CONTRACTOR. 4. PROTECT IN PLACE All EXISTING UTILITIES. 5. RE-ROUTE EXISTING UTILITIES REQUIRED TO BE MAINTAINED PRIOR TO DEMOLITION WITHOUT DISRUPTION OF SERVICE TO OTHER BUILDINGS . 6. REMOVE/DEMOLISH ITEMS SHOWN WITH DASHED LINES IN THEIR ENTIRETY. 7. REPAIR, AT NO COST TO OWNER, DAMAGE TO EXISTING CONDITIONS OUTSIDE LIMITS OF WORK AS A RESULT OF THE WORK PERFORMED UNDER THIS CONTRACT. 8. NOTIFY THE OWNER IMMEDIATELY IN WR!TING IF ANY AREAS ARE DISCOVERED TO CONTA!N HAZARDOUS MATERIAL WI THIN THE SCOPE OF WORK 9. PROTECT All EXISTING ELEMENTS AND UTILITIES INDICATED TO REMAIN. 10. VERIFY DEPTHS AND LOCATIONS OF (E) UTILITIES TO REMAIN PRIOR TO START OF DEMOLITION WORK. 11 . PATCH & REPLACE AREAS OF EXISTIN G OR NEWLY IN STALLED PAVING AS REQUIRED FOR INSTALLATION OF ELEMENTS OF THE WORK IN A MANNER THAT Will MATCH ADJACENT PAVING. 12. DRAINAGE & CONSTRUCTION OPERATIONS SHALL COMPLY WITH All ENVIRONMENTAL HEAL TH ORDINANCES. 13. INSTALL CONSTRUCTION FENCING AT THE EDGE OF CONSTRUCTION WORK PERIMETER. 14. ENSURE THAT EQUIPMENT SHALL BE MAINTAINED IN PROPER TUNE TO PREVENT VISIBLE SOOT FROM REDUCING LIGHT TRANSMISSION THROUGH THE EXHAUST STACK BY MORE THAN 20 PERCENT FOR MORE THAN 3 MINUTES PER HOUR AND USE LOW-SULFUR FUEL AS REQUIRED BY SCAQMD REGULATIONS. 15. MAINTAIN JOBSITE IN A CLEAN, ORDERLY CONDITION, FREE OF DEBRIS AND LITTER AND DO NOT UNREASONABLY ENCUMBER WITH ANY MATERIAL OR EQUIPMENT. IMMEDIATELY UPON COMPLETION OF EACH PHASE OF WORK, REMOVE ALL TRASH AND DEBRIS. 16. ALL RETAINING WALLS TO REMAIN , SANDBLAST (E) RETAINING WALL AND PREP FOR NEW FINISH AND PAINT COLOR. 17. PROVIDE WALKS AND SIDEWALKS WITH A CONTINUOUS SLIP RESISTANT SURFACE. PROVIDE WALKS WITH SLOPES LESS THAN OR EQUAL TO 6% WITH THE EQUIVALENT OF A MEDIUM BROOM SLIP RESISTANT FINISH. PROVIDE WALKS WITH SLOPE GREATER THAN 6% WITH TH E EQUIVALENT OF HEAVY BROOM FINISH. ENLARGED SITE PLAN KEYNOTES [I] NEW DECORATIVE CONCRETE WALKWAY [TI NEW LOW PROFILE FIREPLACE AT PATIO [TI EXISTING RETAINING WALL TO REMAIN OJ NEW RETAINING WALL [TI NEW ACCESSIBLE RAMPS [TI NEW ARTIFICIAL TURF AREA WITH SEATING co NEW OVERHEAD FESTOON LIGHT ING [TI NEW GREENSCREEN VIN EAGE TRELLIS [TI NEW LANDSCAPE PLANTER 0 NEW TRASH ENCLOSURE WITH CONCRETE PAD [iI] EXISTING RETAINING WALL AT TRANSFORMER TO REMAIN OD NEW DINING PATIO FURNITURE 00 NEWLOUNGESEATING (JI] NEW DECORATIVE POTTERY [JI] NEW FENCE WITH GATE ENCLOSING PRIVATE PATIOS [JI] NEW COURTYARD SPACE FOR BUILDING 7770 EMPLOYEE LOUNGE AREA ONLY LEGEND NEW LANDSCAPE AREA NOT INCLUDED IN SCOPE OF WORK EXISTING PROPERTY LINE EXISTING PROPERTY SETBACK EXISTING 10'-0" SETBACK Seal Architecture. Design. 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Project Numher: 2020-169 Plan Check Number: CD 2020-0022 (DEV2017-0105) 12.06.2020 /j,_ 1sfCilySubmi!/al 02.18.2021 {), -~,,~,~Cii-,s~,~,m~it!~,,--- 04.21.2021 7' -~,,,~C~ily~s~,,~m~ilta~,--- ~~-' ' ~===~---05.172021 41h City Submif/af ---' ' --------___ ' ' -------- ___ ' ' -------- ---',•--------"'----------' ' -------- ___ L S H E E T A1.2 D2 fj ~ u [QD---~ 1,1 ~ □ ~ pl r. ~ u ~ fl( w ~ 1,1 u 1,1 ~ Pi ~ 8 8 ~ u h u< VI [ED-------~~»-~ ' fj ' ~ "7..llTfJ , / '-11 1,1 -------rr-----------[§] ____, 0 [[ED [§] [§] [[ED ~ vt 1,1 ,-l_ I ________ ::.J L.-----------------------------J I I I _____ ...J □ n II II II II II II II II w n II II II II II II II II II II II II II II II II II II LJ 10 2 I 5,020 SF n II II II II II --[ill ( II II II II II II II II " "Ji ~ II II II -IT] " -7 11 I 111 I 111 I 11 I I 111 I 111 If---------o:J 111 I _J -1~--= l=::= : :: : llk-~-;-;-11r-CIJ 1111 ~, 1111 ' -~ I 1111 ~-I <I 111--[D I 1111 :-7'-: t / \ I ' ' I 1111 --~ ---·1 I I I I 11 I 11 I II 1<~----ITJ 11 I I I I I _J RCP5 ~ i _ _ _TYP.2 I I I I I I I I I I I I I I I I I I ______________________ ...J ________ -::J REFLECTIVE CEILING PLAN LEGEND p ~=:::i EXISTING WOOD T & G TO REMAIN, REPAIR AS REQUIRED AND STAIN TO MATCH NEW CONSTRUCTION 0 REPLACE EXISTING LIGHTING WITH NEW RECESSED LIGHTING 01 NEW DECORATIVE WALL SCONCE -$-NEW PENDANT LIGHT D NEW ACCENT DOWN LIGHTING □ □ I II II II II u FLOOR PLAN / DEMO PLAN LEGEND ~ NEW WALL CONSTRUCTION 1/,7//1///////1// EXISTING WALL (SJ TO BE REMOVED EXISTING WALL TO REMAIN BUILDING 7760 PROPOSED PLAN II II II II II II II II " ~ e--------1-1-N----'> ~ 118"=1'-0" 2 GENERAL NOTES 1. JF THE OWNER DESIGNATES ITEMS TO BE SALVAGED, MOVE THE ITEMS TOA SPECIFIC LOCATION AS DIRECTED BY OWNER_ 2. PROTECT IN PLACE ALL (E) MATERIALS, ASSEMBLIES, AND UTILITIES INDICATED TO REMAIN. 3. BRING TO THE IMMEDIATE ATTENTION OF THE ARCHITECT IN WRITING, AND FlND!NGS WHICH WERE NOT VISUALLY DETECTABLE PRIOR TO DEMOLITION SO THAT THE ARCHITECT CAN CLARIFY ACTIONS TO BE TAKEN BY THE CONTRACTOR. 4. PROTECT IN PLACE ALL EXISTING UTILITIES 5. REMOVE/DEMOLISH ITEMS SHOWN WITH DASHED LINES IN THEIR ENTIRETY. 6. REPAIR, AT NO COST TO OWNER, DAMAGE TO EXISTING CONDITIONS OUTSIDE LIMITS OF WORK AS A RESULT OF THE WORK PERFORMED UNDER THIS CONTRACT. 7. NOTIFY THE OWNER IMMEDIATELY IN WRITING IF ANY AREAS ARE DISCOVERED TO CONTAIN HAZARDOUS MATERIAL WITHIN THE SCOPE OF WORK. 8. PROTECT ALL EXISTING ELEMENTS AND UTILITIES INDICATED TO REMAIN. 9. MAINTAIN JOBSITE IN A CLEAN, ORDERLY CONDITION, FREE OF DEBRIS AND LITTER AND DO NOT UNREASONABLY ENCUMBER WITH ANY MATERIAL OR EQUIPMENT. IMMEDIATELY UPON COMPLETION OF EACH PHASE OF WORK, REMOVE ALL TRASH AND DEBRIS. 10. RETURN FINISHES TO INSIDE CORNERS, TERMINATE PERPENDICULAR TO ADJACENT DISSIMILAR FINISHES, UNLESS NOTED OTHERWISE_ 11. PAINT EXPOSED METAL FLASHING TO MATCH COLOR OF ADJACENT SURFACES. 12. PROVIDE FLASHING FOR ALL ITEMS PENETRATING EXTERIOR WALL CONSTRUCTION. 13, EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTS!DE WALL CORNER TO OBTAIN A CONTINUOUS FLUSH WALL 14. REMOVE AND REINSTALL CURRENT TENANT SIGNAGE. OWNER TO CONFIRM DIRECTION ON REINSTALLATION OF VACANT TENANT SIGNAGE, ADJUST CIRCUITS AS NECESSARY. 15. WHERE EXISTING SURFACES ARE TO BE FRAMED OR FURRED TO RECEIVE NEW FINISHES, 'ENSURE THAT THE EXISTING SURFACES HAVE BEEN COMPLETELY CLEANED PF EXISTING MOLD, MILDEW, AND/OR SURFACE DIRT AND THAT ALL EXISTING FINISHES HAVE BEEN REMOVED DOWN TO BARE SUBSTRATE PRIOR TO ENCLOSING OR RECEIVING NEW FINISHES. 16. PATCH, REPAIR, INFILL AND SMOOTH OUT SURFACES WHERE ITEMS THAT HAVE BEEN MECHANICALLY ATTACHED LEAVE HOLES. 17. PATCH AND REPAIR ALL ASSEMBLIES OR SURFACES WHERE DEMOLITION IS REQUIRED TO INSTALL NEW WORK. ALL DISTURBED ASSEMBLIES & SURFACES ARE TO BE PATCHED AND REPAIRED AS TO BE VISUALLY UNDETECTABLE IN PROFILE, LIFT, TEXTURE, COLOR AND TO MATCH ALL ADJACENT SURFACES, PROVIDE ALL MATERIALS BOTH STRUCTURALLY AND COSMETICALLY TO COMPLETE THIS WORK 18. PLANS ARE FOR DESIGN INTENT ONLY, CONTRACTOR TO VERIFY EXISTING CONDITIONS AND BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES PRIOR TO COMMENCING WORK. PROPOSED PLAN KEYNOTES CD NEW ALUMINUM STOREFRONT SYSTEM-DARK BRONZE FINISH [I] NEW ALUMINUM FOLDING DOOR SYSTEM OJ NEW SEALED CONCRETE FLOOR SLAB TO MATCH EXISTING [TI NEW ELECTRICAL/ FIRE RISER ROOM IT] NEW HOLLOW METAL DOOR(S) [I] NEW TRELLIS STRUCTURE ABOVE [TI NEW PLASTER SOFFIT ABOVE [I] EXISTING STRUCTURAL COLUMN TO REMAIN, PROVIDE NEW PARTIAL HEIGHT PILASTER/LOW WALL WITH PRECAST CONCRETE CAP AROUND COLUMN [}J LINE OF NEW FABRIC AWNING ABOVE [}Q] LINE OF TOWER ABOVE [TI] LINE OF BALCONY ABOVE ~ WALL HUNG VINEAGE PANELS ''GREENSCREEN" OD NEW DECORATIVE PAINTED GUARDRAIL OD NEW CERAMIC TILE TO BE INSTALLED AT THE FACE OF STAIR RISERS ~ NEW INTERIOR DEMISING WALL OD LINE OF ROOF ABOVE [IT] LIGHTWEIGHT CONCRETE DECK OD EXISTING COLUMN TO REMAIN DEMOLITION PLAN KEYNOTES [QI] PORTION OF EXISTING ROOF STRUCTURE TO B E REMOVED ~ EXISTING WALLS TO BE REMOVED Q[J EXISTING STRUCTURAL COLUMNS TO REMAIN ~ EXISTING TRELLIS STRUCTURE TO BE REMOVED CED EXISTING WOOD STOREFRONT TO BE REMOVED ~ EXISTING DOOR TO BE REMOVED [QI] EXISTING BALCONY TO BE REMOVED ~ EXISTING GUARDRAIL TO BE REMOVED ~ EXISTING ELECTRICAL ROOM TO REMAIN [QIQJ EXISTING TILE TO BE REMOVED REFLECTED CEILING PLAN KEYNOTES I RCP1 I NEW CEMENT PLASTER SKIM COAT OVER EXISTING I RCP21 EXPOSED ROOF RAFTERS TO REMAIN I RCP3 I NEW WOOD ROOF RAFTERS I RCP41 NEW DECORATIVE STAINED WOOD I RCP51 NEW EXTERIOR PLASTER SOFFIT I RCPBI NEW TRELLIS BEAMS I RCP71 NEW FABRIC AWNING OVER PAINTED STEEL FRAME I RCP8 I NEW STAINED WOOD T + G PANELING I RCP91 NEW RECESSED DOWNLIGHTING EL CAMINO REAL .. ~ j~ o~l-----------------------------------------------------------------------------,-------;,--sc;:-j-----------------------------------~------------------------------------------,------,~°",----------------------------------J o_ C <i> "§' ~ ~ BUILDING 7760 DEMO/ EXISTING PLAN 1/8"=1'-0" 3 BUILDING 7760 REFLECTED CEILING PLAN 1/8"=1'-0" 1 KEYPLAN -~'----------------------------------r----------------------------------r--------...J-----....;'"--""-'-----------------,----------------------------------,-------------------------J.-----_;;;-"-1,--------------------------------....I Architecture. Design. Relationships. ,·r;;:-;hJ;ziE,7:'C.-.;s;c""-"'~);!•1=-is""---=,,--~:TT"~~'WY'k-=v'l"M Seal Ci}&""-" 7""' ,4:7~, e --"7<"'1£¾,",V·' i" ,c;;;; _,,..,=· ,n->-;C' J.'\-icJ Gonsoltanf 0 z <C _J -z w (.') <C > z _J w _J f--(L f--~ (.') Cf) Xz 0:::: w _J LL ---0W C> ~o CD t--wo t--ow (.') ~0 z -ow 0 w _J _J Cf) LL -0W ::) co (L 0:::: 0 0:::: (L Project Number: 2020-169 Pien Check Number: CD 2020·0022 (DEV2017-0105) 12.06,2020 02.18.2021 04.21.2021 05.17.2021 1st City Submit/fl/ 2//d Ci/y Submittal 3rd Ci/y S11iJmil/el 4th Cily Submilt11/ 'F:'-='=E.~::c':;yc':cf..:_,,;5,;.-~~~---;:..,:;=,.--=,, SHEET ~ r:1 ; 1, I ~ ! ~¼, __ ,.,.,;</:<>~=;"V..rntd.,'ai',&,",'6iF1'"""':i'C%Ri'°'r'V'•~=J G,----------------------------------'----------------------------------'---------------------------------....i---------------------------------'---------------------------------+----------------------------------, ~ " .. 'I s ~ I " i I s " J e ~ ~ ~ I • ~ I ~ ! .. 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" - '.j "' ---~ ',-----~~.;.--------------------------------------------r;;;:. r~----___,. LI D5 I LI DB I I a 115 ~----7 D±J-------+---)L ----J r7o7 .... ----------··--LC!!..J·--i---7',F""-----n" 2 f-----t---JI-➔ ·111. / , I r---7 ! L ___ ....J i ,,;:::::==:::-...., l" I 11 -....,, I I 11 \' I I I I \ \ I // \\ I I I!---------j I I I 11 1 I 11 I I I I ,/ I I I I I I I I I I I I I I k./ I I I I I i' I I I II', I If i It ' I II I I ', I I , I ~--~ - ,, ::!l:!! [TI [I]- __ ..c==l==========l====="--~ 24'-o" ,----- 1-. . 1 ID2l- \----~-----·----------------( -,,.,,.~ ..... , - II,,/ -...., \\ I I \ \ f I \ \ I / \ I I I I I I I I I I I I I I I I I I I I I r...l.l _________ L1;:i "·,i-.------ LI DB I I I I I I I I I I I I I I !. -@TI ID2l- 24'-o" <-~-++-1[IJ DEMO / EXISTING NORTH ELEVATION 118"=1'-0" (3 PROPOSED WEST ELEVATION 118"=1'-0" (2 GENERAL NOTES 1. IF THE OWNER DESIGNATES ITEMS TO BE SALVAGED, MOVE THE ITEMS TO A SPECIFIC LOCATION AS DIRECTED BY OWNER. 2. PROTECT IN PLACE ALL (E) MATERIALS, ASSEMBLIES, AND UTILITIES INDICATED TO REMAIN. 3. BRING TO THE IMMEDIATE ATTENTION OF THE ARCHITECT IN WRITING, AND FINDINGS WHICH WERE NOT VISUALLY DETECTABLE PRIOR TO DEMOLITION SO THAT THE ARCHITECT CAN CLARIFY ACTIONS TO BE TAKEN BY THE CONTRACTOR. 4. PROTECT IN PLACE ALL EXISTING UTILITIES 5. REMOVE/DEMOLISH ITEMS SHOWN WITH DASHED LINES IN THEIR ENTIRETY. 6. REPAIR, AT NO COST TO OWNER, DAMAGE TO EXISTING CONDITIONS OUTSIDE LIMITS OF WORK AS A RESULT OF THE WORK PERFORMED UNDER THIS CONTRACT. 7. NOTIFY THE OWNER IMMEDIATELY IN WR!TING IF ANY AREAS ARE DISCOVERED TO CONTAIN HAZARDOUS MATERIAL WITHIN THE SCOPE OF WORK . 8. PROTECT ALL EXISTING ELEMENTS AND UTILITIES INDICATED TO REMAIN. 9. MAINTAIN JOBSITE JN A CLEAN, ORDERLY CONDITION, FREE OF OEBR!S AND LITTER AND DO NOT UNREASONABLY ENCUMBER WITH ANY MATERIAL OR EQUIPMENT. IMMEDIATELY UPON COMPLETION OF EACH PHASE OF WORK, REMOVE ALL TRASH AND DEBRIS. 10. RETURN FINISHES TO INSIDE CORNERS. TERMINATE PERPENDICULAR TO ADJACENT DISSIMILAR FINISHES, UNLESS NOTED OTHERWISE. 11. PAINT EXPOSED METAL FLASHING TO MATCH COLOR OF ADJACENT SURFACES. 12. PROVIDE FLASHING FOR ALL ITEMS PENETRATING EXTERIOR WALL CONSTRUCTION. 13. EXTEND SUBSTRATE SHEATHING TO NEAREST !NSJDE OR OUTSIDE WALL CORNER TO OBTAIN A CONTINUOUS FLUSH WALL. 14. REMOVE AND REINSTALL CURRENT TENANT S!GNAGE. OWNER TO CONFIRM DIRECTION ON REINSTALLATION OF VACANT TENANT SIGNAGE, ADJUST CIRCUITS AS NECESSARY. 15. WHERE EXISTING SURFACES ARE TO BE FRAMED OR FURRED TO RECEIVE NEW FINISHES, ENSURE THAT THE EXISTING SURFACES HAVE BEEN COMPLETELY CLEANED bF EXISTING MOLD, MILDEW, AND/OR SURFACE DIRT AND THAT ALL EXISTING flNISHES HAVE BEEN REMOVED DOWN TO BARE SUBSTRATE PRIOR TO ENCLOSING OR RECEIVING NEW FINISHES. 16. PATCH, REPAIR, !NF!LL AND SMOOTH OUT SURFACES WHERE ITEMS THAT HAVE BEEN MECHANICALLY ATTACHED LEAVE HOLES. 17. PATCH AND REPAIR ALL ASSEMBLIES OR SURFACES WHERE DEMOLITION IS REQUIRED TO INSTALL NEW WORK. ALL DISTURBED ASSEMBLIES & SURFACES ARE TO BE PATCHED AND REPAIRED AS TO BE VISUALLY UNDETECTABLE IN PROFILE, LIFT, TEXTURE, COLOR AND TO MATCH ALL ADJACENT SURFACES, PROVJDE ALL MATERIALS BOTH STRUCTURALLY AND COSMETICALLY TO COMPLETE THIS WORK 18. PLANS ARE FOR DESIGN INTENT ONLY, CONTRACTOR TO VERIFY EXISTING CONDITIONS AND 8RING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES PRIOR TO COMMENCING WORK, PROPOSED KEYNOTES [I] NEW CEMENT PLASTER SKIM COAT OVER EXISTING [I] NEW STOREFRONT SYSTEM -DARK BRONZE FNISH (WITH MUNTINS@ BLDG. 7770) OJ NEW PARTIAL HEIGHT PILASTER WITH PRECAST CONCRETE CAP AROUND COLUMN OJ OJ NEW PAINTED DECORATIVE GUARDRAIL NEW PRECAST CONCRETE CAP ON PARTIAL HEIGHT WALL [I] NEW HOLLOW MET AL DOOR [I] NEW FOLDING DOOR SYSTEM [D NEW BUILDING CORNICE TO MATCH ADJACENT FINISH IT] NEW FABRIC AWNING OVER PAINTED STEEL FRAME [}Q] NEW DECORATIVE WALL SCONCE OD NEW STONE VENEER ~ NEW CERAMIC TILE TO BE INSTALLED ON STAIR RISERS [fil NEW WALL HUNG VINEAGE PANELS ''GREENSCREEN" [JI] NEW TENANT SIGNAGE, LOCATION PER THE SIGNAGE PACKAGE OD NEW EXTERIOR PLASTER FINISH TO MATCH ADJACENT [Ju NEW DECORATIVE STAINED WOOD RAFTER [ITJ STAINED WOOD TRELLIS STRUCTURE ~ EIFS TRIM WITH EXTERIOR PLASTER FINISH ~ CLAY TILE ROOF TO MATCH EXISTING [JQ] EXISTING TILE ROOF TO REMAIN. PATCH AND REPAIR AS NEEDED [JI] EXISTING WOOD STRUCTURE TO BE PRINTED C33J NEW STAINED WOOD COLUMNS OD NEW FAUX BALCONTY WITH DECORATIVE GUARDRAIL ~ NEW ADDRESS NUMBERS ~ NEW PENDANT LIGHTING DEMOLITION KEYNOTES [}IJ SURROUND AND TRIM AROUND (E) STOREFRONT TO BE REMOVED. PATCH AND REPAIR AFFECTED AREA TO MATCH ADJACENT FINISH. CE:[] EXISTING CORNICES TO REMAIN, REPAIR AND REFINISH IF NEEDED, ~ EXISTING ACCENT TRIM TO BE REMOVED [i5D EXISTING GUARDRAIL TO BE REMOVED [fil EXISTING WOOD STOREFRONT TO BE REMOVED @] EXISTING GAS METERS TO BE RELOCATED ~ EXISTING STAIR ENCLOSURE WALL TO BE REMOVED @] EXISTING TRIM TO BE REMOVED @] EXISTING LIGHT FIXTURES TO BE REMOVED @TI EXISTING BALCONIES TO REMAIN [QiiJ EXISTING DOORS TO BE REMOVED @II EXISTING PORTION OF EXISTING ROOF TO BE REMOVED [E_iTI EXISTING TRELLIS TO BE REMOVED [Ei4] EXISTING BALCONIES AND GUARDRAILS TO BE REMOVED @I] EXISTING CERAMIC TILE TO BE REMOVED @I] PORTION OF EXISTING WALL TO BE REMOVED -EL CAMINO REAL {"'j1-_________________________________________________ D_E_M_O_/ E-X-IS-T-IN_G_W_E_S_T_E-LE_V_A-TI_O_N-,-11'-"=1·-0-.. --,-(1-s+-K-E-Y-PL_A_N-----------1 L------------------------,,,------------------------...... ----------------------..,....-----------------------,------------------.1-.---..:a...4------------------------1 Architecture. 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A~ --------------~ --------C----------------------·--------------$~¢:t::::;:'.;::::::::::::J '[[fil -@J "-@J ~@] {fil -@] -@] CK)-. ~ 02 I~ BUILDING 7770 FIRST LEVEL DEMO / EXISTING PLAN 1/8"=1'-0" 1 4 c 12 I I I ' ' ' 5 I I FLOOR PLAN / DEMO PLAN LEGEND l!!/Ale~ NEW WALL CONSTRUCTION u/fl/////1//% EXISTING WALL (S) TO BE REMOVED t:XISTING WALL TO REMAIN ~ -------OD I RCP5I\ \ RCP9 __ \r~~\;;;C.-::: ~ 0 0 r~ TYP. REFLECTIVE CEILING PLAN LEGEND [ . --@ EXISTING WOOD T &G TO REMAIN, REPAIR AS REQUIRED AND STAIN TO MATCH NEW CONSTRUCTION Q REPLACE EXISTING LIGHTING WITH NEW RECES8EO LIGHTING Q-1 NEW DECORATIVE WALL SCONCE -$-NEW PENDANT LIGHT D NEW ACCENT DOWN LIGHTING 0 I RCP3I TYP. 0 BUILDING 7770 FIRST LEVEL PROPOSED PLAN 0 0 -- 0 0 0 0 0 D 0 0 0 BUILDING 7770 FIRST LEVEL REFLECTED CEILING PLAN 118"=1'-0" 0 1/8"=1'·0" 2 1 \:i I: NI:: !'(.AL I~ V I i;:: .;i 1. IF THE OWNER DESIGNATES ITEMS TO BE SALVAGED, MOVE THE ITEMS TO A SPECIFIC LOCATION AS DIRECTED BY OWNER. 2. PROTECT IN PLACE ALL (E) MATERIALS, ASSEMBLIES, AND UTILITIES INDICATED TO REMAIN. 3. BRING TO THE IMMEDIATE ATTENTION OF THE ARCHITECT IN WRITING, AND FINDINGS WHICH WERE NOT VISUALLY DETECTABLE PRIOR TO DEMOLITION SO THAT THE ARCHITECT CAN CLARIFY ACTIONS TO BE TAKEN BY THE CONTRACTOR. 4. PROTECT IN PLACE ALL EXISTING UTILITIES 5. REMOVE/DEMOLISH ITEMS SHOWN WITH DASHED LINES IN THEIR ENTIRETY. 6. REPAIR, AT NO COST TO OWNER, DAMAGE TO EXISTING CONDITIONS OUTSIDE LIMITS OF WORK AS A RESULT OF THE WORK PERFORMED UNDER THIS CONTRACT. 7. NOTIFY THE OWNER IMMEDIATELY !N WRITING IF ANY AREAS ARE D\SCOVERED TO CONTAIN HAZARDOUS MATERIAL WITHIN THE SCOPE OF WORK. 8. PROTECT ALL EXISTING ELEMENTS AND UTILITIES INDICATED TO REMAIN. 9. MAINTAIN JOBSlTE IN A CLEAN, ORDERLY CONDITION, FREE OF DEBRIS AND LITTER AND DO NOT UNREASONABLY ENCUMBER WITH ANY MATERIAL OR EQUIPMENT. IMMEDIATELY UPON COMPLETION OF EACH PHASE OF WORK, REMOVE ALL TRASH AND DEBRIS. 10. RETURN FINISHES TO INSIDE CORNERS, TERMINATE PERPENDICULAR TO ADJACENT DISSIMILAR FINISHES, UNLESS NOTED OTHERWISE. 11. PAINT EXPOSED METAL FLASHING TO MATCH COLOR OF ADJACENT SURFACES. 12. PROVIDE FLASHING FOR ALL ITEMS PENETRATING EXTERIOR WALL CONSTRUCTION. 13. EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE WALL CORNER TO OBTAIN A CONTINUOUS FLUSH WALL 14. REMOVE AND REINSTALL CURRENT TENANT SIGNAGE. OWNER TO CONFIRM DIRECTION ON REINSTALLATION OF VACANT TENANT SIGNAGE, ADJUST CIRCUITS AS NECESSARY. 15. WHERE EXIPTING SURFACES ARE TO BE FRAMED OR FURRED TO RECEIVE NEW FINISHES, ENSURE THAT THE EXISTING SURFACES HAVE BEEN COMPLETELY CLEANED OF EXISTING MOLD, MILDEW, AND/OR SURFACE DIRT AND THAT ALL EXISTING tlNISHES HAVE BEEN REMOVED DOWN TO BARE SUBSTRATE PRIOR TO ENCLOSIN~ OR RECEIVING NEW FINISHES. 16. PATCH, REPAIR, INFILL AND SMOOTH OUT SURFACES WHERE ITEMS THAT HAVE BEEN MECHANICALLY ATTACHED LEAVE HOLES. 17. PATCH AND REPAIR ALLASSEMBUES OR SURFACES WHERE DEMOLITION IS REQUIRED TO INSTALL NEW WORK. ALL DISTURBED ASSEMBLIES & SURFACES ARE TO BE PATCHED AND REPAIRED AS TO BE VISUALLY UNDETECTABLE IN PROFILE, LIFT, TEXTURE, COLOR AND TO MATCH ALL ADJACENT SURFACES, PROVIDE ALL MATERIALS BOTH STRUCTURALLY AND COSMETICALLY TO COMPLETE THIS WORK 18. PLANS ARE FOR DESIGN INTENT ONLY, CONTRACTOR TO VERIFY EXISTING CONDITIONS AND BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES PRIOR TO COMMENCING WORK. PROPOSED PLAN KEYNOTES [_}] NEW ALUMINUM STOREFRONT SYSTEM-DARK BRONZE FINISH IT] NEW ALUMINUM FOLDING DOOR SYSTEM [ -~ _J NEW SEALED CONCRETE FLOOR SLAB TO MATCH EXISTING [TI NEW ELECTRICAL/ FIRE RISER ROOM OJ NEW HOLLOW METAL DOOR(S) [O NEW TRELLIS STRUCTURE ABOVE [I] NEW PLASTER SOFFIT ABOVE CJ:] EXISTING STRUCTURAL COLUMN TO REMAIN. PROVIDE NEW PARTIAL HEIGHT PILASTER/LOW WALL WITH PRECAST CONCRETE CAP AROUND COLUMN IT] LINE OF NEW FABRIC AWNING ABOVE ~ LINE OF TOWER ABOVE [TI] LINE OF BALCONY ABOVE (JI] WALL HUNG VINEAGE PANELS "GREENSCREEN" OD NEW DECORATIVE PAINTED GUARDRAIL DI] NEW CERAMIC TILE TO BE INSTALLED AT THE FACE OF STAIR RISERS [JI] NEW INTERIOR DEMISING WALL [}[J LINE OF ROOf ABOVE [JI] LIGHTWEIGHT CONCRETE DECK OU EXISTING COLUMN TO REMAIN DEMOLITION PLAN KEYNOTES [QI] PORTION OF EXISTING ROOF STRUCTURE TOBE REMOVED ~ EXISTING WALLS TO BE REMOVED [_ 03] EXISTING STRUCTURAL COLUMNS TO REMAIN ~ EXISTING TRELLIS STRUCTURE TO BE REMOVED [Qu EXISTING WOOD STOREFRONT TO BE REMOVED ~ EXISTING DOOR TO BE REMOVED [§"f] EXISTING BALCONY TO BE REMOVED ~ EXISTING GUARDRAIL TO BE REMOVED ~ EXISTING ELECTRICAL ROOM TO REMAIN ~ EXISTING TILE TO BE REMOVED REFLECTED CEILING PLAN KEYNOTES I RCP1 I NEW CEMENT PLASTER SKIM COAT OVER EXISTING I RCP21 EXPOSED ROOF RAFTERS TO REMAIN I RCP3I NEW WOOD ROOF RAFTERS I RCP41 NEW DECORATIVE STAINED WOOD IRCP5 I NEW EXTERIOR PLASTER SOFFIT IRCP6 I NEW TRELLIS BEAMS IRCP7 I NEW FABRIC AWNING OVER PAINTED STEEL FRAME [ RCPB l NEW STAINED WOOD T + G PANELlNG I RCPBI NEW RECESSED DOWNLIGHTING EL CAMINO REAL KEYPLAN Architecture. 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I- I-~ (f') X 0:::: w LL 0 r---r---r--- C) z -0 _. :::::> co 0 ~ w 0 o6 0 w (/') 0 (L 0 0:::: (L Project Number: 2020-169 Plan Clieck Number: CD 2020-0022 (DEV2017-0105) 12.06,2020 02.18.2021 04.21.2021 05.17.2021 Isl Ci!y Submilfa/ 2nd Cily Submit/a,' 3rd City Submi!lal 4fh City Subm/lta! ~"°"""'~-;Y,t'.::',1;-~'.,tt,c:,;..,,.;c·~~™',;;l,"~=a"'Q I SHEET I ~ ti L jl . --s,__'o/=<'F..1.~'1+T.c~~-;;ti.f'iE:c2.l&::c~".27 a u c', r: :; ~ .,-.j i- = ;; N 0 ~ ~ n ;a; E E 0 a .ssi • ro ; ,. ~ C ~~ 0 " 0 ro t '1' <{ 0 m "% > ~ "' ~ ITT = C ro cio @ ~ 0 °' °' m ~ 0 0 = C, ~ ;; [~ N i~ ~ SC SC :, ru • "O E I ro ~ "O C i ro 0 0 • ~ "' 1;< Q ~ " n ·§ m w ~ a 0 ~ ~ u w u 0 0 ; , ; ; ; ; ; ; ; D8 07 05 D8 07 ' [ED TYP. 0 05 D C7 . 13 I DD--------+- ! 9 ~L 010 05 CK] 1 0 0 010 05 05 03 TYP. 05 2 [I] 05 05 • ~ TYP. 0 D ' ' ... .,.,, 05 05 3 CK) 05 ' 02 05 G1 DO 07 BUILDING 7770 SECOND LEVEL DEMO/ EXISTING PLAN 118"=1'-0" ; ; ; ; ; ; ; ; ; 1 4 "-o::::J RCP? RCPS -..:-o ----- RCPS RCP9 7 RCP2 5 .. -~-{TI ! Jir-----,-------1 ----L11i..J7 0 REFLECTIVE CEILING PLAN LEGEND 0 D-1 -$- CJ EXISTING WOOD T & G TO REMAIN, REPAIR AS REQUIRED AND STA!N TO MATCH NEW CONSTRUCTION REPLACE EXISTING LIGHTING WITH NEW RECESSED LIGHTING NEW DECORATIVE WALL SCONCE NEW PENDANT LIGHT NEW ACCENT DOWN LIGHTING FLOOR PLAN / DEMO PLAN LEGEND ~ NEW WALL CONSTRUCTION 1//.,////////2'.% EXISTING WALL (S) TO BE REMOVED EXISTING WALL TO REMAIN BUILDING 7770 SECOND LEVEL PROPOSED PLAN 0 0 0 0 D ~E-----1~ RCP5 RCP9 1/8"=1'-0" ·-· -·- BUILDING 7770 SECOND LEVEL REFLECTED CEILING PLAN 1/8"=1'-0" 2 RCP7 jRCP71 ~--@fil ~jRCP51 1 GENERAL NOTES 1. !F THE OWNER DESIGNATES ITEMS TO BE SALVAGED, MOVE THE ITEMS TO A SPECIFIC LOCATION AS DIRECTED BY OWNER. 2. PROTECT IN PLACE ALL (E) MATERIALS, ASSEMBLIES, AND UTILITIES !NDICATED TO REMAIN. 3. BRING TO THE IMMEDIATE ATTENTION OF THE ARCHITECT !N WRITING, AND FINDINGS WHICH WERE NOT VISUALLY DETECTABLE PRIOR TO DEMOLITION SO THAT THE ARCHITECT CAN CLARIFY ACTIONS TO BE TAKEN BY THE CONTRACTOR. 4. PROTECT IN PLACE ALL EXISTING UTILITIES 5. REMOVE/DEMOLISH ITEMS SHOWN WITH DASHED LINES IN THEIR ENTIRETY. 6. REPAIR, AT NO COST TO OWNER, DAMAGE TO EXISTING CONDITIONS OUTSIDE LIMITS OF WORK AS A RESULT OF THE WORK PERFORMED UNDER THIS CONTRACT. 7. NOTIFY THE OWNER IMMEDIATELY IN WRITING IF ANY AREAS ARE DISCOVERED TO CONTAIN HAZARDOUS MATERIAL WITHIN THE SCOPE OF WORK. 8. PROTECT ALL EXISTING ELEMENTS AND UTILITIES INDICATED TO REMAIN. 9. MAINTAIN JOBSJTE IN A CLEAN, ORDERLY CONDITION, FREE OF DEBRIS AND LITTER AND DO NOT UNREASONABLY ENCUMBER WITH ANY MATERIAL OR EQUIPMENT. IMMEDIATELY UPON COMPLETION OF EACH PHASE OF WORK, REMOVE ALL TRASH AND DEBRIS. 10. RETURN FINISHES TO INSIDE CORNERS, TERMINATE PERPENDICULAR TO ADJACENT DISSIMILAR FINISHES, UNLESS NOTED OTHERWISE. 11. PAINT EXPOSED METAL FLASHING TO MATCH COLOR OF ADJACENT SURFACES. 12. PROVIDE FLASHING FOR ALL ITEMS PENETRATING EXTERIOR WALL CONSTRUCTION. 13. EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE WALL CORNER TO OBTAIN A CONTINUOUS FLUSH WALL. 14. REMOVE AND REINSTALL CURRENT TENANT SIGNAGE. OWNER TO CONFIRM DIRECTION ON REINSTALLATION OF VACANT TENANT SIGNAGE, ADJUST CIRCUITS AS NECESSARY. 15. WHERE EXISTING SURFACES ARE TO BE FRAMED OR FURRED TO RECEIVE NEW FINISHES, ENSURE THAT THE EXISTING SURFACES HAVE BEEN COMPLETELY CLEANED OF EXISTING MOLD, MILDEW, AND/OR SURFACE DIRT AND THAT ALL EXISTING FINISHES HAVE BEEN REMOVED DOWN TO BARE SUBSTRATE PRIOR TO ENCLOSING OR RECE!VJNG NEW FINISHES. 16. PATCH, REPAIR, INFILL AND SMOOTH OUT SURFACES WHERE !TEMS THAT HAVE BEEN MECHANICALLY ATTACHED LEAVE HOLES. 17. PATCH AND REPAIR All ASSEMBLIES OR SURFACES WHERE DEMOLITION IS REQUIRED TO INSTALL NEW WORK. ALL DISTURBED ASSEMBLIES & SURFACES ARE TO BE PATCHED AND REPAIRED AS TO BE VISUALLY UNDETECTABLE IN PROFILE, LIFT, TEXTURE, COLOR AND TO MATCH ALL ADJACENT SURFACES, PROVIDE ALL MATERIALS BOTH STRUCTURALLY AND COSMETICALLY TO COMPLETE THIS WORK 18, PLANS ARE FOR DESIGN INTENT ONLY, CONTRACTOR TO VERIFY EXISTING CONDITIONS AND BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES PRIOR TO COMMENCING WORK. PROPOSED PLAN KEYNOTES [I] NEW ALUMINUM STOREFRONT SYSTEM-DARK BRONZE FINISH [TI NEW ALUMINUM FOLDING DOOR SYSTEM [I] NEW SEALED CONCRETE FLOOR SLAB TO MATCH EXISTING CD NEW ELECTRICAL/ FIRE RISER ROOM [D NEW HOLLOW METAL DOOR(S} [i[J NEW TRELLIS STRUCTURE ABOVE CO NEW PLASTER SOFFIT ABOVE [I] EXISTING STRUCTURAL COLUMN TO REMAIN. PROVIDE NEW PARTIAL HEIGHT PILASTER/LOW WALL WITH PRECAST CONCRETE CAP AROUND COLUMN OJ LINE OF NEW FABRIC AWNING ABOVE [}QJ LINE OF TOWER ABOVE OD LINE OF BALCONY ABOVE [I[] WALL HUNG VINEAGE PANELS "GREENSCREEN" [TI] NEW DECORATIVE PAINTED GUARDRAIL DI] NEW CERAMIC TILE TO BE INSTALLED AT THE FACE OF STAIR RISERS ~ NEW INTERIO~ DEMISING WALL LINE OF ROOF ABOVE I LIGHTWEIGHT CONCRETE DECK OD EXISTING COLUMN TO REMAIN DEMOLITION PLAN KEYNOTES [Qi] PORTION OF EXISTING ROOF STRUCTURE TO 8 E REMOVED [6,J EXISTING WALLS TO BE REMOVED [§}] EXISTING STRUCTURAL COLUMNS TO REMAIN [D4] EXISTING TRELLIS STRUCTURE TO BE REMOVED [fil EXISTING WOOD STOREFRONT TO BE REMOVED [fil EXISTING DOOR TO BE REMOVED [6,J EXISTING BALCONY TO BE REMOVED [ED EXISTING GUARDRAIL TO BE REMOVED [ED EXISTING ELECTRICAL ROOM TO REMAIN @I] EXISTING TILE TO BE REMOVED REFLECTED CEILING PLAN KEYNOTES I RCP1 I NEW CEMENT PLASTER SKIM COAT OVER EXISTING I RCP21 EXPOSED ROOF RAFTERS TO REMAIN I RCP3I NEW WOOD ROOF RAFTERS I RCP41 NEW DECORATIVE STAINED WOOD I RCP51 NEW EXTERIOR PLASTER SOFFIT I RCP6I NEW TRELLIS BEAMS I RCP71 NEW FABRIC AWNING OVER PAINTED STEEL FRAME I RCPBI NEW STAINED WOOD T + G PANELING I RCP9I NEW RECESSED DOWNLIGHTING EL CAMINO REAL KEYPLAN Architecture. 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Project Number: 2020· 169 Plan Check Numbor: CD 2020·0022 (DEV2017·0105} 12.06.2020 02.18.2021 04.21.2021 05.17,2021 151 Cily Submittal 2nd City Submilfal 3rd City Subml!ta/ 4th Ci/y Submiital - 1l ~ I ~n =. r:..: ~ @) ~ -m N= 1§ ~ mN 'S ~ .:c ci t W-I 9 t-DJ-I 8 t-OD-[Ii]--[JI]-I 1s L '/ I ----[0IJ "' o:J- '¥ --···-· , [ili] - ' I 13 t-I 10 00-- ,---'>¥-----7 I I L _________ J ,/,/'-./ ' / /'-./"-/"-/ " , - / \ ' ' -T\ T/ DJ-rn- I --- ~f-0" . -. ------,1,------------------, ----[§] --@] I 1 ~ DD- \-------··-------·· -1-------1 ', ! / ' \ I I I I' • I I T' T/ : I I DJ-[IT]--0:::J- @]--@]-- Ill [TI- ~------ 00 ID2l-- ----@] [TI-8 ~ _,,. ·~ ,_,,_~~71 I' / \ < > / DJ-[JI]- @]-- 24•-o· ( 00 .----;..-------------··. -~ ------------~-----------J----------7 'r"",---7,----,,------,,---7r---7r -------:7 lL---...ll..;[\:-...ll..---...ll..---...ll..---...ll..---..JJ ,,---~, ' ' ' I I I I I I I I ' I I ,., ~i I I I I I I I I I I ' I ' \ 1 f' 2 D5 I D8 I D13 I D16 I ----(§] DEMO/ EXISTING EAST ELEVATION 1/8"=1'-0" (3 PROPOSED SOUTH ELEVATION 1 /8"=<1 '-0" (2, GENERAL NOTES 1. IF THE OWNER DESIGNATES ITEMS TO BE SALVAGED, MOVE THE ITEMS TO A SPECIFIC LOCATION AS DIRECTED BY OWNER. 2. PROTECT IN PLACE ALL (E) MATERIALS, ASSEMBLIES, AND UTILITIES INDICATED TO REMAIN. 3. BRING TO THE IMMEDIATE ATTENTION OF THE ARCHITECT IN WRITING, AND FINDINGS WHICH WERE NOT VISUALLY DETECTABLE PRIOR TO DEMOLITION SO THAT THE ARCHITECT CAN CLARIFY ACTIONS TO BE TAKEN BY THE CONTRACTOR. 4. PROTECT IN PLACE ALL EXISTING UTILITIES 5. REMOVE/DEMOLISH ITEMS SHOWN WITH DASHED LINES IN THEIR ENTIRETY. 6. REPAIR, AT NO COST TO OWNER, DAMAGE TO EXISTING CONDITIONS OUTSIDE LIMITS OF WORK AS A RESULT OF THE WORK PERFORMED UNDER THIS CONTRACT. 7. NOTIFY THE OWNER IMMEDIATELY IN WRITING IF ANY AREAS ARE DISCOVERED TO CONTAIN HAZARDOUS MATERIAL WITHIN THE SCOPE OF WORK. 8. PROTECT ALL EXISTING ELEMENTS AND UTILITIES INDICATED TO REMAIN. 9. MAINTAIN JOBSITE IN A CLEAN, ORDERLY CONDITION, FREE OF DEBRIS AND LITTER AND DO NOT UNREASONABLY ENCUMBER WITH ANY MATERIAL OR EQUIPMENT. IMMEDIATELY UPON COMPLETION OF EACH PHASE OF WORK, REMOVE ALL TRASH AND DEBRIS. 10. RETURN FINISHES TO INSIDE CORNERS, TERMINATE PERPENDICULAR TO ADJACENT DISSIMILAR FINISHES, UNLESS NOTED OTHERWISE. 11. PAINT EXPOSED METAL FLASHING TO MATCH COLOR OF ADJACENT SURFACES. 12. PROVIDE FLASHING FOR ALL ITEMS PENETRATING EXTERIOR WALL CONSTRUCTION. 13. EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE WALL CORNER TO OBTAIN A CONTINUOUS FLUSH WALL. 14. REMOVE AND REINSTALL CURRENT TENANT SIGNAGE. OWNER TO CONFIRM DIRECTION ON REINSTALLATION OF VACANT TENANT SIGNAGE, ADJUST CIRCUITS AS NECESSARY. 15. WHERE EXISTING SURFACES ARE TO BE FRAMED OR FURRED TO RECEIVE NEW FINISHES, ENSURE THAT THE EXISTING SURFACES HAVE BEEN COMPLETELY CLEANED OF EXIST!NG MOLD, MILDEW, AND/OR SURFACE DIRT AND THAT ALL EXISTING FINISHES HAVE BEEN REMOVED DOWN TO BARE SUBSTRATE PRIOR TO ENCLOSINq OR RECEIVING NEW FINISHES. 16. PATCH, REPAIR, INFILL AND SMOOTH OUT SURFACES WHERE ITEMS THAT HAVE BEEN MECHAN\CALL Y ATTACHED LEAVE HOLES. 17. PATCH AND REPAIR ALL ASSEMBLIES OR SURFACES WHERE DEMOLITION IS REQUIRED TO INSTALL NEW WORK. ALL D!STURBED ASSEMBLIES & SURFACES ARE TO BE PATCHED AND REPAIRED AS TO BE VISUALLY UNDETECTABLE IN PROFILE, LJFT, TEXTURE, COLOR AND TO MATCH ALL ADJACENT SURFACES, PROVIDE ALL MATERIALS BOTH STRUCTURALLY AND COSMETICALLY TO COMPLETE THIS WORK 18. PLANS ARE FOR DESIGN INTENT ONLY, CONTRACTOR TO VERIFY EXISTING CONDITIONS AND BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES PRIOR TO COMMENCING WORK. PROPOSED KEYNOTES ITJ NEW CEMENT PLASTER SKIM COAT OVER EXISTING CO NEW STOREFRONT SYSTEM -DARK BRONZE FNISH (WITH MUNTINS@ BLDG. 7770) [O NEW PARTIAL HEIGHT PILASTER WITH PRECAST CONCRETE CAP AROUND COLUMN [I] NEW PAINTED DECORATIVE GUARDRAIL [TI NEW PRECAST CONCRETE CAP ON PARTIAL HEIGHT WALL [I] NEW HOLLOW METAL DOOR OJ NEW FOLDING DOOR SYSTEM [I] NEW BUILDING CORNICE TO MATCH ADJACENT FINISH [TI NEW FABRIC AWNING OVER PA\NTED STEEL FRAME rn NEW DECORATIVE WALL SCONCE [iI] NEW STONE VENEER [JI] NEW CERAMIC TILE TO BE INSTALLED ON STAIR RISERS [iIJ NEW WALL HlJNG VINEAGE PANELS "GREENSCREEN" DI] NEW TENANT1_~IGNAGE, LOCATION PER THE SIGNAGE PACKAGE OD NEW EXTERIOR PLASTER FINISH TO MATCH ADJACENT OD NEW DECORATIVE STAINED WOOD RAFTER DO STAINED WOOD TRELLIS STRUCTURE ! [IT] EIFS TRIM WITH EXTERIOR PLASTER FINISH [IT] CLAY TILE R0¢)F TO MATCH EXISTING ~ EXISTING TILE ROOF TO REMAIN. PATCH AND REPAIR AS NEEDED [KJ EXISTING WOOD STRUCTURE TO BE PRINTED []J NEW STAINED WOOD COLUMNS [JD NEW FAUX BALCONTY WITH DECORATIVE GUARDRAIL CE] NEW ADDRESS NUMBERS ~ NEW PENDANT LIGHTING DEMOLITION KEYNOTES [filJ SURROUND AND TRIM AROUND (E) STOREFRONT TO BE REMOVED. PATCH AND REPAIR AFFECTED AREA TO MATCH ADJACENT FINISH. @J EXISTING CORNICES TO REMAIN, REPAIR AND REFINISH IF NEEDED. [Qi] EXISTING ACCENT TRIM TO BE REMOVED [EI] EXISTING GUARDRAIL TO BE REMOVED []sJ EXISTING WOOD STOREFRONT TO BE REMOVED []sJ EXISTING GAS METERS TO BE RELOCATED @] EXISTING STAIR ENCLOSURE WALL TO BE REMOVED 00 EXISTING TRIM TO BE REMOVED 00 EXISTING LIGHT FIXTURES TO BE REMOVED @TI EXISTING BALCONIES TO REMAIN ~ EXISTING DOORS TO BE REMOVED [QiIJ EXISTING PORTION OF EXISTING ROOF TO BE REMOVED @I] EXISTING TRELLIS TO BE REMOVED ~ EXISTING BALCONIES AND GUARDRAILS TO BE REMOVED [0I] EXISTING CERAMIC TILE TO BE REMOVED ~ PORTION OF EXISTING WALL TO BE REMOVED - -·-------·---cc--------------------1 -EL CAMINO REAL -g .~,t---------------------------------------------------------------------------------------------------------------------------------------------------------------.,------,....--s+---------------------------------1 ~ti= iJ DEMO/ EXISTING SOUTH ELEVATION 118"•1'0" ( 1 KEYPLAN L--------------------,---------------------,,-------------------.,.--------------------,---------------.l..---~-"'-f----------------------1 Architecture. Design. Relationships. l'!s:!::ERl:'ie?Ei:l.''%K¾¥2':".-!;:e'B~~-:&.\'1'i\i>E-Jc-f.,:,,-,z,w,;;;:iF,°"i.i Soo! !<~,;;;.,;_,:•,:,iq7.-'s:'"\"±7.¼S~SS'.2ct_§":"f'''~-'2~?3ECii?i,~~-'"1"~'• Consul/an/ Cf) z 0 ~ w _J w a:: 0 a:: w ~ w 0 <.O l"--- 1"--- (.9 z 0 _J ::) CD Project Numbor: 2020-169 Plan Check Numb~r: CO 2020-0022 (DEV20/7-0105) 12.06.2020 02.18.2021 04.21.2021 05.17.2021 1sf Cily Submit/al 2nd City S11bmittal 3rd Cify Submillal 4/h C,'/y Submi(tal ~-=-~="'-~=-~~~~ ~:-s'"-=~-f.l M SHEET ~ I I I I , A4.2.60 I E .. ,w,c.,c,,,,,,~•c>~r,,ws·es'¥'",c-c,-.r,,J ' ----o:::J \ 24 , 1 I = ' 2 I = IT, -,rr-7,11 ---;,r, 71,.'l-,--1---1----(JI] OD TYP. - 13 c-147 --fTol --CT] g I 2 I ·-·· --------. -.. -----------______ ,, _________ ,, _____ -·---------------------··----·--·----------------···-··--·-·--·.· ·.·.·:-.------, ___ ., ____ --------------" .... ---------[-------... -. -·_ .-__ j -··-···· -·--l-----·--····-····· -------·--··--· --------------·-· ----------. --------------·-----·. w --·_ -_ :·· .. 7T -~ -, ___ -1;r_ · lllll111llll ll11nn111 1111111 1111111 I I 11111 II II IIIIIJlll 1111111111111 1 lllll ,iilllltllllllllmf l]]1111111111111111111111] 11111 1111111111[]]]] ll ~'~"""-,cu, ti I 1:1 I \J lJ 11 ti ! tl I !1 .! U [j □ _I!__ .1 I.I iJ ':I 1_1 tJ ti i] U I l:I 17 , ti 'IT] 1 1 1 mrnrn mrnc□ [IJ[JJITJ rnrnrn rnrnm ~m rn m m M m m i,f-f--f-f-l ---I -----··--···-----~~--::~~-----------------, - 16 [I] 18 TYP. TYP. L/ 2 I TYP. ·,::.c_ ,1:-:::-,, = .... += .. ,.--r:·=F ~24 1 i/' / = ~1---1-,[IJ _ _ :_ --~f,=:_:-=j:-=-)=:fi__1i_J111 ai7 u ii ti 1 16 I ~---t--·0 TYP. , 1 18 I ----,----OD Clt------------------------------------------,--------,,---sc:t---------------------------------------------------------------------------,----------;,~ :i PROPOSED WEST ELEVATION ,,a .. •1·-0.. ( 8 PROPOSED SOUTHWEST ELEVATION 118"•1·-0.. ( 7 / "-lf---------------------------------------------'----_,.-"+---------~------------------------------------------------------------------L_------"'---"'-1 __, __, <1>" ~ I!, a ~ ,l!J t " "' '----~ 07 D9 ' r I D9 1 TYP.2 D14 f----+-_,/ - DEMO / EXISTING WEST ELEVATION -[ill TYP 1/8"=1'·0" (6 • " '-~ ., -•:-Ja--~-· _;,_-;:.'.:,· ~-. -· -ff----------, ;c_:_~ -------- ! ' ! , 11 I I OI 100110011001 ~0110011001 ;;::]01100110 10011001 ol IOO I I 11 11 11 lrn1 100110011001 100 110011001 1Do110011 001 100110011 001 ,100 11 11 I I I I I II II I '" II II II I II II II I I I I ~@J TYP, 07 mm 1c· ·· . • . • •. c _ •c. .. . --..•.. • • J ~ rm1m1m1m1m1m18 E1m1m1m1m1m1m1ili m1m1m1m1m1m1m1B rm1m1m1m1m1m1m1m E1m1m1m1mrm1m1filE1m1m1m1m1m1m1ll I 111111111111111111111111111 11111111111111111111111 II I II II I I I I II I II I II I 1111111111111111111 I I! 1111!1 I II 1111111111111111 II I I I II Ill II I I I II 1111111111111111 I II I 111111111111111 II II 11111111 1.1.!JIWIUJIWLIJJ.L!JJI IWIWIWIWIWIWI JJ.11.WlJ.l.llWIWIWIWI ~IJ.LL IWIWlllllilllJJ, IJJJIWL!JJIJ.UIWIWI 1WIWIWIWIW1,WI '1 --b---::~---;~--~·-·~~~······~~~~ .. -~·===-=-~~-~-.. •·~~~~~~~'½~-_r to11 □□1 □□w· ·om□□"□ ID"□□'□□"□ . □' □1 □tiiro1 ·· 1El11 □□1 bd 11b1 ·--~ ... 1011 00 1 00 11□ lo11 □□1 bo 11 □ lo11 oo 1 oo 11 □ 011 '~0 1 00 11□ 1 □11 00 1 00 11 □1 '□11 □o 1 oo 11□1 ··-!~!~B]B§::g1: '~!§B!BB!~ g:§5:§5:S~ ~!~:BlB~!r l~JB.~!~~l~ ~!~BJ~Bj~ D4 TYP. D5 I TYP. 1 014 I DEMO/ EXISTING SOUTHWEST ELEVATION 1/8"=1'-0" ~ 8 I ~ 15 HHl----l=cl==l-·➔ -.--.-. •--l -m 15 --CT] ---[TI ~ 8 I ----QJ -------------------. . -------------~'" ------_,_,"' __ _ II 11 ·-" --··· ic~•-·r·:"'--:J;"·:·:: "J/· • --'I::.:: ':'ci • ... ·: ,c.· -•• Ti' .... :D. ---,r .'· ;:f . --. ir . ··,r . 'i r---lT' ••• ·o :·:::•.-·-~- f""'='f""nimrmnmrmnmrm~""'mrr ...... ......... ~ ,,...,,,,,,,,,,,.~ -, ti 16 I TYP. Ii I 1, 11 fj tJ I t1 n 11 11 I 1- = . ---------------= r===-"-'-"-""-"--"-"'~-~cJ II L/ 2 I TYP. l"I LJ ,J l.1 I u lJ LI 1:1 [JJ ----QJ -m -OD '---l 18 I ------------------~---------····----------------------------------------------------------,-----,~,ct----------------------------------------------------------------- ( 4 - C ~ § -~ -,; I -..; . ~ I ID ~ 'E C ~I ~I -m ~~ i, DEMO/ EXISTING EAST ELEVATION ·~ ---@] TYP. TYP. I rn1&o□JJrn1~□□ = o□:t bb□ 1 ·~□,~b□ 1 ~',□□ . l. rn ' 0 011001100 0011001100 0011001100 001100 1100 0011□oi100 I OOIIOOIIOO OOIIOOIIOO OOIIOOIIOO OOIIOOIIOO OOIIOOIIOO i 0011001100 0011001100 0011001100 0011□01100 00110011001 II II II II I II II II II II II : 118"=1'-0" 1 I TYP. PROPOSED EAST ELEVATION 1/8"=1'-0" -DD TYP. -~ -----,_ ·- ' IH--111 J lf-+--JI / 111-1-,1 11--HI /. _111---1--11 ---127 -o:::J ~[I] TYP. TYP. TYP. (5 --• 18 (3 GENERAL NOTES 1. IF THE OWNER DESIGNATES ITEMS TO BE SALVAGED, MOVE THE ITEMS TO A SPECIFIC LOCATION AS DIRECTED BY OWNER. 2. PROTECT IN PLACE ALL (E) MATERIALS, ASSEMBLIES, AND UTILITIES INDICATED TO REMAIN. 3. BRING TO THE IMMEDIATE ATTENTION OF THE ARCHITECT IN WRITING, AND FINDINGS WHICH WERE NOT VISUALLY DETECTABLE PRIOR TO DEMOLITION SO THAT THE ARCHITECT CAN CLARIFY ACTIONS TO BE TAKEN BY THE CONTRACTOR. 4. PROTECT IN PLACE ALL EXISTING UTILITIES 5. REMOVE/DEMOLISH ITEMS SHOWN WITH DASHED LINES IN THEIR ENT!RETY. 6. REPAIR, AT NO COST TO OWNER, DAMAGE TO EXISTING CONDITIONS OUTSIDE LIMITS OF WORK AS A RESULT OF THE WORK PERFORMED UNDER THIS CONTRACT. 7. NOTIFY THE OWNER IMMEDIATELY IN WRITING IF ANY AREAS ARE DISCOVERED TO CONTAIN HAZARDOUS MATERIAL WITHIN THE SCOPE OF WORK. 8. PROTECT ALL EXISTING ELEMENTS AND UTILITIES INDICATED TO REMAIN. 9. MAINTAIN JOBSITE IN A CLEAN, ORDERLY CONDITION, FREE OF DEBRIS AND UTTER AND DO NOT UNREASONABLY ENCUMBER WITH ANY MATERIAL OR EQUIPMENT. IMMEDIATELY UPON COMPLETION OF EACH PHASE OF WORK, REMOVE ALL TRASH AND DEBRIS. 10. RETURN FINISHES TO INSIDE CORNERS, TERMINATE PERPENDICULAR TO ADJACENT DISSIMILAR FINISHES, UNLESS NOTED OTHERWISE. 11, PAINT EXPOSED METAL FLASHING TO MATCH COLOR OF ADJACENT SURFACES. 12. PROV!DE FLASHING FOR ALL ITEMS PENETRATING EXTERIOR WALL CONSTRUCTION. 13. EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE WALL CORNER TO OBTAIN A CONTINUOUS FLUSH WALL 14. REMOVE AND REINSTALL CURRENT TENANT S!GNAGE. OWNER TO CONFIRM DIRECTION ON REINSTALLATION OF VACANT TENANT SIGNAGE, ADJUST CIRCUITS AS NECESSARY. 15. WHERE EXIE\T!NG SURFACES ARE TO BE FRAMED OR FURRED TO RECEIVE NEW FINISHES, 6NSURE THAT THE EXISTING SURFACES HAVE BEEN COMPLETELY CLEANED OF EXISTING MOLD, MILDEW, AND/OR SURFACE DIRT AND THAT ALL EXISTING F1INISHES HAVE BEEN REMOVED DOWN TO BARE SUBSTRATE PRIOR TO ENCLOSING OR RECEIVING NEW FINISHES. 16, PATCH, REPAIR, INFILL AND SMOOTH OUT SURFACES WHERE ITEMS THAT HAVE BEEN MECHANICALLY ATTACHED LEAVE HOLES. 17. PATCH AND REPAIR ALL ASSEMBLIES OR SURFACES WHERE DEMOLITION IS REQUIRED TO INSTALL NEW WORK ALL DISTURBED ASSEMBLIES & SURFACES ARE TO BE PATCHED AND REPAIRED AS TO BE VISUALLY UNDETECTABLE IN PROFILE, LIFT, TEXTURE, COLOR AND TO MATCH ALL ADJACENT SURFACES, PROVIDE ALL MATERIALS BOTH STRUCTURALLY AND COSMETICALLY TO COMPLETE THIS WORK 18. PLANS ARE FOR DESIGN INTENT ONLY, CONTRACTOR TO VERIFY EXISTING CONDITIONS AND BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES PRIOR TO COMMENCING WORK. PROPOSED KEYNOTES DJ NEW CEMENT PLASTER SKIM COAT OVER EXISTING OJ NEW STOREFRONT SYSTEM-DARK BRONZE FNISH (WITH MUNTINS@ BLOG. 7770) [}J NEW PARTIAL HEIGHT PILASTER WITH PRE CAST CONCRETE CAP AROUND COLUMN [I] NEW PAINTED DECORATIVE GUARDRAIL [TI NEW PRECAST CONCRETE CAP ON PARTIAL HEIGHT WALL ~ NEW HOLLOW METAL DOOR CO NEW FOLDING DOOR SYSTEM [TI NEW BUILDING CORNICE TO MATCH ADJACENT FINISH [I] NEW FABRIC AWNING OVER PAINTED STEEL FRAME OD NEW DECORATIVE WALL SCONCE [IT] NEW STONE VENEER [gJ NEW CERAMIC TILE TO BE INSTALLED ON STAIR RISERS OD NEW WALL HUNG VINEAGE PANELS "GREENSCREEN" [JI] NEW TENANT SIGNAGE, LOCATION PER THE SIGNAGE PACKAGE IT] NEW EXTERIOR PLASTER FINISH TO MATCH ADJACENT OD NEW DECORATIVE STAINED WOOD RAFTER CE] STAINED WO~D TRELLIS STRUCTURE ' OD E1Fs TRIM wdH EXTERIOR PLASTER FINISH [Ju CLAY TILE R09F TO MATCH EXISTING [J_QJ EXISTING TIL~ ROOF TO REMAIN. PATCH AND REPAIR AS NEEDED [JI] EXISTING WOOD STRUCTURE TO BE PRINTED [Ju NEW STAINED WOOD COLUMNS [}fJ NEW FAUX BALCONTY WITH DECORATIVE GUARDRAIL ~ NEW ADDRESS NUMBERS ~ NEW PENDANT LIGHTING DEMOLITION KEYNOTES ~ SURROUND AND TRIM AROUND (E) STOREFRONT TO BE REMOVED. PATCH AND REPAIR AFFECTED AREA TO MATCH ADJACENT FINISH. ~ EXISTING CORNICES TO REMAIN, REPAIR AND REFINISH IF NEEDED. [Q'[J EXISTING ACCENT TRIM TO BE REMOVED (ill EXISTING GUARDRAIL TO BE REMOVED CED EXISTJNG WOOD STOREFRONT TO BE REMOVED ~ EXISTING GAS METERS TO BE RELOCATED CED EXISTING STAIR ENCLOSURE WALL TO BE REMOVED ~ EXISTING TRIM TO BE REMOVED [Pi] EXISTING LIGHT FIXTURES TO BE REMOVED []}Q] EXISTING BALCONIES TO REMAIN [}DJ EXISTING DOORS TO BE REMOVED ~ EXISTING PORTION OF EXISTING ROOF TO BE REMOVED ~ EXISTING TRELLIS TO BE REMOVED [QTIJ EXISTING BALCONIES AND GUARDRAILS TO BE REMOVED ~ EXISTING CERAMIC TILE TO BE REMOVED ~ PORTION OF EXISTING WALL TO BE REMOVED ~ E -.. ; .. ,c> -EL CAMINO REAL I j ~a!i•lf-------------------------------------------------------------------,--------,~sct-----------------------------------------------------------------,---------,.----sc+--------------------------------1 j} DEMO/ EXISTING EAST PORTICO ELEVATION 1""=1·-0· ( 2/ PROPOSED EAST PORTICO ELEVATION 11s"•1·-0.. ( 1' KEYPLAN L..--------------------,---------------------,-------'----.,._....__ _________ -r--__________________ -,-______________ J...... __ ~-'-1-------------------__J Architecture. Design. Relationships. <~-iES",Thi~it.l~J.x>&;~~';fG,,!,"l's"'"'""-Z'"""-'"-:,,,lffi:J!;k?.i0! Seal ~\.1',=·Y.E"&=1fil~'.IeE,ft,li'f""-""'&;;:;-;f:?;-;:-t,y,J;'!;!,"!Sµ,r,,,,'; Consul/aat 1--m Cf) z 0 ~ w --' w 0::::: 0 -0::::: w ~ w C) t---t--- t--- (9 z 0 --' ::> co Project Numb~r: 202/J..169 Plan Check Number: CD 2020·0022 (DEV2017•0105) 12.06.2020 02.18.2021 04.21.2021 05.17.2021 1st Cily Submilfal 2nd Ci!y Submittal 3rd Cily SubmJ/ta! 4th City Submittal "' I ~ ,g ~ ~ ~ -l -j ; ~ = ~1 ~~ ig ~ ~ §-...... a. w \ I [JD--,1------1?~ / I 15 I -) ~; 1s I l , OD--- I 15 r-1 24 I ,-----1 I. __ ... ., .. J --- 13 I ~ 9 I 2 -I 1111 II ','1\IUU\U\i 111111 LLLllLIILL ~""1-] _1 _ 4 t\ " I ' 11 I -lm~ --, 18 I c::::::Jc:::Jc:::Jc:::::::J ◄----H--------ITJ 18 2 I PROPOSED NORTH ELEVATION OD----------1--Hl--'F,, -;,-11u-,,r,,uruu-"11t, 4 I 10 I t_-._11 I_JI I I 2 PROPOSED WEST ELEVATION -@] I ' LI Li II ' II II I.! ' LI II I ' II II II I l! LI II ' u I! ~-~ ---~--~ in1fr ~ F-7llnn* 7lfnl ~"i1Tnrt ,1[~ r@:mfm~1 -1 □::00 :~□1 !nlTni'iTi -,lf-71 \1°11°0 1°0 11°1 0 11°0 1°0 ::0 1 !011°0 1°0 11°1 !011°0 1°0 11 □, l1°11°0 1°0 11°1 ODD □□□ 0 11°0 1°0 11°1 1°11°0 1°0 11°1 1B11El8188118I ,□ □□□□ 0, ,lo 11 □□1 □□11 □1 ,0 □□ □DD, 1°119e1°0 11°1, 11□11001 □□ii□i1 ;10110010011 □11 110110010011 □:1 :0 11° ~0011°1 1011001001101 1011001001101 I 'II I 11 ii' ·11 'I 'II 'ii Ii 'II 'I II I' ' II I " II , 11 • II ' I ' II • f -@] TYP. 1/8"=1'-0" (6 118"=1'-0" (4 - - -----t I -----t I 05 7 D8 ---------------.. ·--------·-·-----------,, ___ -------------------------.. --------j-. --------------------------------------------- I! ~-I -··~- / ' -----t -----t ------t ' / --- -OJ TYP. I D14 1 D9 TYP .. LI □ ------ D5 I D5 DEMO/ EXISTING NORTH ELEVATION -------------------------------------------------------------------·--------------·--·---- I I u Iii u II LI l!I IJ lJ I DEMO / EXISTING WEST ELEVATION 25 TYP, I.I ll Iii II ,. 2 I TYP. II -IT] Li ~ ' , ---/ - --- -' II II ' - ' -----t -----t -----t / ~ 1/8"=1'-0" I 5' 118"=1'-0" 3 GENERAL NOTES 1. IF THE OWNER DESIGNATES ITEMS TO BE SALVAGED, MOVE THE ITEMS TO A SPECIFIC LOCATION AS DIRECTED BY OWNER. 2. PROTECT IN PLACE ALL (E) MATER!ALS, ASSEMBLJES, AND UTILITIES INDICATED TO REMAIN. 3. BRING TO THE IMMEDIATE ATTENTION OF THE ARCHITECT IN WRITING, AND FINDINGS WHICH WERE NOT VISUALLY DETECTABLE PRIOR TO DEMOUTION SO THAT THE ARCHITECT CAN CLARIFY ACTIONS TO BE TAKEN BY THE CONTRACTOR. 4. PROTECT IN PLACE ALL EXISTING UTILITIES 5. REMOVE/DEMOLISH ITEMS SHOWN WITH DASHED LINES IN THEIR ENTIRETY. 6. REPAIR, AT NO COST TO OWNER, DAMAGE TO EXISTING CONDITIONS OUTSIDE LIMITS OF WORK AS A RESULT OF THE WORK PERFORMED UNDER THIS CONTRACT. 7. NOTIFY THE OWNER IMMELJIArELY IN WRl11NG IF ANY AREAS ARE DISCOVERED TO CONTAIN HAZARDOUS MATERIAL WITHIN THE SCOPE OF WORK. 8. PROTECT ALL EXISTING ELEMENTS AND UTILITIES INDICATED TO REMAIN. 9. MAINTAIN JOBSITE IN A CLEAN, ORDERLY CONDITION, FREE OF DEBRIS AND UTTER AND DO NOT UNREASONABLY ENCUMBER WITH ANY MATERJAL OR EQUIPMENT. IMMEDIATELY UPON COMPLETION OF EACH PHASE OF WORK, REMOVE ALL TRASH AND DEBRIS. 10. RETURN FINISHES TO INSIDE CORNERS, TERMINATE PERPENDICULAR TO ADJACENT DISSIMJLAR FINISHES, UNLESS NOTED OTHERWISE. 11. PAINT EXPOSED METAL FLASHING TO MATCH COLOR OF ADJACENT SURFACES. 12. PROVIDE FLASHING FOR ALL ITEMS PENETRATING EXTERIOR WALL CONSTRUCTION, 13. EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE WALL CORNER TO OBTAIN A CONTINUOUS FLUSH WALL. 14. REMOVE AND REINSTALL CURRENT TENANT S!GNAGE. OWNER TO CONFIRM DIRECTION ON REINSTALLATION OF VACANT TENANT SIGNAGE, ADJUST CIRCUITS AS NECESSARY. 15. WHERE EXISTING SURFACES ARE TO BE FRAMED OR FURRED TO RECEIVE NEW FINISHES, ENSURE THAT THE EXISTING SURFACES HAVE BEEN COMPLETELY CLEANED cjF EXISTING MOLD, MILDEW, AND/OR SURFACE DIRT AND THAT ALL EXISTING FINISHES HAVE BEEN REMOVED DOWN TO BARE SUBSTRATE PRIOR TO ENCLOSING OR RECEIVING NEW FINISHES. 16. PATCH, REPAIR, INFILL AND SMOOTH OUT SURFACES WHERE ITEMS THAT HAVE BEEN MECHANICALLY ATTACHED LEAVE HOLES. 17. PATCH AND REPAIR ALL ASSEMBLIES OR SURFACES WHERE DEMOLITION IS REQUIRED TO INSTALL NEW WORK. ALL DISTURBED ASSEMBLIES & SURFACES ARE TO BE PATCHED AND REPAIRED AS TO BE VISUALLY UNDETECTABLE IN PROFILE, LIFT, TEXTURE, COLOR AND TO MATCH ALL ADJACENT SURFACES, PROVIDE ALL MATERIALS BOTH STRUCTURALLY AND COSMETICALLY TO COMPLETE THIS WORK 18. PLANS ARE FOR DESIGN INTENT ONLY, CONTRACTOR TO VERIFY EXISTING COND!TIONS AND BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES PRIOR TO COMMENCING WORK. PROPOSED KEYNOTES CI] NEW CEMENT PLASTER SKIM COAT OVER EXISTING [TI NEW STOREFRONT SYSTEM -DARK BRONZE FNISH (WITH MUNTINS@ BLDG. 7770) [TI NEW PARTIAL HEIGHT PILASTER WITH PRECAST CONCRETE CAP AROUND COLUMN [TI NEW PAINTED DECORATIVE GUARDRAIL [J:J NEW PRE CAST CONCRETE CAP ON PARTIAL HEIGHT WALL OJ NEW HOLLO\IV METAL DOOR [I_J NEW FOLDING DOOR SYSTEM [I] NEW BUILDING CORNICE TO MATCH ADJACENT FINISH [I] NEW FABRIC AWNING OVER PAINTED STEEL FRAME [IQ] NEW DECORATIVE WALL SCONCE DD NEW STONE VENEER []J NEW CERAMIC TILE TO BE INSTALLED ON STAIR RISERS [IT] NEW WALL HUNG VINEAGE PANELS "GREENSCREEN" OD NEW TENANT_SIGNAGE, LOCATION PER THE SIGNAGE PACKAGE [i6] [i6] DI] [IT] NEW EXTERIO,R PLASTER FINISH TO MATCH ADJACENT NEW DECORATIVE STAINED WOOD RAFTER ' STAINED woof TRELLIS STRUCTURE EIFS TRIM WITH EXTERIOR PLASTER FINISH [J[J CLAY TILE ROrFTO MATCH EXISTING ~ EXISTING TILE ROOF TO REMAIN, PATCH ANO REPAIR AS NEEDED DCl EXISTING WOOD STRUCTURE TO BE PRINTED ~ NEW STAINED. WOOD COLUMNS 0 NEW FAUX BALCONTY WITH DECORATIVE GUARDRAIL ' ~ NEW ADDRESS NUMBERS ~ NEW PENDANT LIGHTING DEMOLITION KEYNOTES [gJJ SURROUND ANO TRIM AROUND (E) STOREFRONT TO BE REMOVED. PATCH AND REPAIR AFFECTED AREA TO MATCH ADJACENT FINISH. [g[J EXISTING CORNICES TO REMAIN, REPAIR AND REFINISH IF NEEDED. [i[J EXISTING ACCFNT TRIM TO BE REMOVED [Q4] EXISTING GUARDRAIL TO BE REMOVED 00 EXISTING WOOD STOREFRONT TO BE REMOVED @] EXISTING GAS METERS TO BE RELOCATED [ij[] EXISTING STAIR ENCLOSURE WALL TO BE REMOVED @] EXISTING TRIM TO BE REMOVED @] EXISTING LIGHT FIXTURES TO BE REMOVED @TI EXISTING BALCONIES TO REMAIN @TI EXISTING DOORS TO BE REMOVED [QiIJ EXISTING PORTION OF EXISTING ROOF TO BE REMOVED []jI] EXISTING TRELLIS TO BE REMOVED @TI EXISTING BALCONIES AND GUARDRAILS TO BE REMOVED @TI EXISTING CERAMIC TILE TO BE REMOVED ~ PORTION OF EXISTING WALL TO BE REMOVED Pfo,c,,-,\' lr,, 'N,,- EL CAMINO REAL - 1lL---------------------------------------------------------------------i-----"7-J---------------------------------------------------------------------,-------,~j-==============================~ 1IL...-_______ D_EM_O_/_E_X_IS_T_IN_G_2-,-ND_FL_O_O_R_S_O_UT_H_W_E_S_T_IN_N_ER_BA_L_C_O_NY_EL-,-E_V_AT_IO_N---'-_118""_1·-0--_(~2.u,_ _____ .......,.. ___ P_RO_P_O_S_ED_2N_D_F_L_O_OR_SO_U_T_H_W_ES..,...T_I_NN_E_R_B_A_L_CO_N_Y_E_L_EV_A_T_IO_N___._1'_8"01_'-0"----'-1/'-+--KE_Y_P_LA_N _________ --1 Architecture. Design. Relationships. ~&:i.<aE"1'iT§~,e/C;L'<'":I/i§J\,';'']ff:iii:-'Wc"C£;;0~•,t'-~,t-,qp;:s-,,±5;.a>;1",;\i.ij Seal ~:l,i:;,"S"V,e:---..:;,<:,gp,s,,>,;c;~~"'@"i,5.\l":§F~c;,';;\'<7' -· •-·cec;-c-'f· ,-,,,, ")'' Con;"ltant Cf) z 0 -~ w _J w a:::: 0 -a:::: w ~ w C) t--. t--. t--. (9 z 0 _J ::) co Projecf Number: 2020· 169 Plan Check Number: CD 2020-0022 (DEV2017-0105) ' ' 12.06.2029 02.18.2021 04.21.2021 05.17.2021 Isl City Submi/181 2nd City Submi!/<1! 3rd City Submiif<1/ 4th City Submiftal A4.2.70 I \ I cr------------------------'-----------------------..1...------------------------'-------------------------"-------------------------'------------------------, ' " 0 "I ' I • I i ' ~ ~ ii ~ g ¾ " • ~ J t g • s ' ~ " 1 i '[ ~ , j a ~ li e ' .i t e - C " 8 ~] .,.._ cl:, ~c \§) ~ -m ~m =~ ~~ -~ ,-= m C, " .. ru E .. m U C 1.8% 66.37 FS 66.57 FS PARTIAL SITE SECTION 1.8% 66.13 FS 66 .57 FS EXISTING RETAINING ~.] l__llij WALL TO RElvlAIN ~~ 66.57 FS EXISTING RETAIN ING ~-J 2 TW WALL TO RElvlAIN ~~ 3116"=1'-0" 4 PARTIAL SITE SECTION 3/16"=1'-0'' 1.8% EXISTING RETAINING -~1_2 TW WALL TO RElvlAIN ~ I 2 4 3 BUILDINQ,-7760 , , 2 1 ill®~----------------------------------------------------------,---------:~z-t------------------------------------,--------;;----sc-t------------------------------,-------,.,--...,-1 'g i;:'cl a_ C m ·;:: ~ ~ PARTIAL SITE SECTION 3/16"•1'-0" 3 PARTIAL SITE SECTION 3116"=1'-0" 1 KEYPLAN NTS >UL-----------------------------------------------r----------...1.---.....;-...... _-------,-------------------------,-----..l...---___;....;;.1-___________ ___,, _________________ J.... ___ ___;.:,,1 Seal Architecture. Design. Relationships. . (.ll AR ~(\ER ll(Jo '-" ~ {'~ ._} f,j -: = -~c-2 Consul/ant 1---m Cf) z 0 1-u w Cf) w I--Cf) Project Number: 2020-169 Plan C/Jeck Number: CD 2020-0022 (OEV2017-0105} ---------\ 12.06.2020 Isl Ci/y Submilta/ 02.18.2021 2nd Cily SubmWal 04.21.2021 3rd Cily Submillal 05.17.2021 41h City Submif/a/ S H E E T AS.0 \ \