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GENERAL NOTES VICINITY MAP
<br /> A. REFER TO BASIC BUILDING SPECIFICATIONS,REQUIREMENTS AND STANDARDS FOR
<br /> EXISTING SHELL AND CORE CONSTRUCTION.ALL WORK IS TO BE COMPATIBLE WITH
<br /> EXISTING CONSTRUCTION. gm,
<br /> B. ALL WORK SHALL BE PERFORMED IN STRICT ACCDRDANCE WITH ALL GOVERNING PROJECT
<br /> BUILDING CODES AND REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION QF cA�`F
<br /> ALL WORK THAT HAS BEEN PERFORMED WHICH DOES NOT MEET THESE CODES AND NEW CONSTRUCTION
<br /> REGULATIONS.
<br /> C. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE SI THE ARCHITECT'S t,T
<br /> CONSTRUCTION DOCUMENTS. THE ANY
<br /> DISCREPANCIES
<br /> IS RESPONSIBLE FOR REPORTING
<br /> IMMEDIATELY TO THE ARCHITECT ANY DISCREPANCIES OR DETAILS WHICH DO NOT =;"" ��_:'! ;;::'. s`5 Bex€%nA55°5
<br /> MEET BUILDING CODES AND CONSTRUCTION STANDARDS %ice./:E n a a
<br /> D. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON SITE PRIOR 10 ..r`
<br /> IF
<br /> .f HIGHWAY S8 B.g go
<br /> THE COMMENCEMENT OF BETWEEN
<br /> UCTION. S THE EVENT CA I CONFLICTS R CHANGES
<br /> BETWEEN DETAILS,OR BEIYIEEN TME PLANS AND SPECIFICATIONS,THE ARCHITECT
<br /> SHALL BE NOTIFIED IMMEDIATELY. �i/�:j:` •Hlgh..oy.8 S21f STO'aj. �
<br /> E. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND PIPING BEFOREgY�--
<br /> BEGINNING WORK. 6t %i�!. +
<br /> Z �'� EFin-
<br /> �f..♦•, E5= EBS-. S" ..
<br /> F. THE GC SHALL COORDINATE ALL OPERATIONS WITH THE OWNER,INCLUDING AREA FOR �.:'T:.t.: -
<br /> n� xdceE�E
<br /> WORK,MATERIALS STORAGE,AND ACCESS TO AND FROM THE WORK,SPECIAL
<br /> CONDITIONS OR NOISY WORK,TIMING OF WORK AND INTERRUPTION OF MECHANICAL BLOSSOM COURT &e„ t_') o •E o •°°°-;
<br /> AND ELECTRICAL SERVICES,NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT SELF STORAGE
<br /> �-
<br /> LEAST ONE(1)WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE a eB`- •a 1;2a°
<br /> DCI;:Gere^al o=__'- T��1;r -5
<br /> 656
<br /> G. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF _t u'aa 232 ea[T=ZEnuEac
<br /> WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. O O R D w A
<br /> l/`/-_H W E
<br /> H. GC SHALL SUBMIT SAMPLES ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY ^o o
<br /> REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO
<br /> INSTALLATION FOR ARCHITECTS APPROVAL GC SHALL PROVIDE SHOP DWGS AND m $
<br /> PRODUCT DATA FOR ARCHITECTS APPROVAL ON ALL SPECIAL ITEMS REWIRING -
<br /> CUSTOM FABRICATION(SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). Less F9c;,Q F E
<br /> •- 4t-r-t U moa,
<br /> I. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, -
<br /> SHAPE,COLOR,TEXTURE,PATTERN,QUALITY AND METHOD OF INSTALLATION INSOFAR F•<O m
<br /> AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE m m I--
<br /> J. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION.THE GC SHALL PROTECT ALL U a> E ry
<br /> PERSONNEL,PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY. N F- Q
<br /> BARRIERS SHALL BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED '` Q
<br /> DURING CONSTRUCTION,CAREFULLY MAINTAIN AND PROTECT MONUMENTS,BENCH o
<br /> MARKS AND THEIR REFERENCE POINT FROM BEING DESTROYED OR DISTURBED;
<br /> REPLACE AS REQUIRED. \�
<br /> K. EXISTING WORK DAMAGED ASA RESULT OF WORK DONE UNDER MATS CONTRACT LOCUS MAP PROJECT TEAM PROJECT DATA SHEET INDEX
<br /> SHALL BE REPAIRED G ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT
<br /> FINISHES,SUBJECT TO ARCHITECTS APPROVAL AND AT NO ADDITIONAL COST TO THE _
<br /> OWNER. ALL REPLACEMENT MATERIALS REWIRED TO MATCH EXISTING MATERIALS CLIENT. ARCHITECT.SHALL DO 50 WITH RESPECT TO TYPE,PATTERN,TEXTURE,SIZE.SHAPE,COLOR AND - SITE DATA: ARCHITECTURAL:
<br /> METHOD OF INSTALLATION INSOFAR AS PRACTICABLE,AND SHALL BE APPROVED BY OIEDECONSLRUCNON,INC. MAGELWN ARCHITECTURE
<br /> THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 12393 HVJY.99, 10540TALBERT AVENUE,ST 175 PARCEL NUMBER: 05131050 A0,10 COVER SHEET AND SITE DATA
<br /> L MATERIALS,ARTICLES,DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LODI,LA 95240 FOUNTAIN VALLEY,CA 92706 JURISDICTION: CITY OF LOCKEFORD A1.10 SITE PLAN AND PROJECT DATA
<br /> LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS,BY REQUIRING COMPLIANCE HWY 98 SELF STORAGE TEL: 944515-9600 PROPERTY ZONING: C-G(COMMERCIAL)
<br /> WITH REFERENCED STANDARDS.OR BY PERFORMANCE SPECIFICATIONS.FOR ITEMS P.O.BOX 1218 MOB.: 714-381-3732 EXISTING PARCEL ADJACENT: 4.42 AC(192,535 S.F,)
<br /> SPECIFIED BY NAME,SELECT ANY PRODUCT NAMED.FOR THOSE SPECIFIED BY NEW LAND AREA: 203 AC(88,426 SF.)
<br /> REFERENCE STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT - WODDBRIDGF,CA%7.58 ARCH.OF RECORD:PATRICK ANDERSEN- TOTAL LAND AREA: 6.45 AC 280,931 SF.
<br /> MEETING OR EXCEEDING SPECIFIED CRITERIA.FOR APPROVAL OF AN ITEM NOT - TEL; 1,733698255 CONTACT:YASSER MOHAMED ( )
<br /> SPECIFIED,SUBMIT REWIRED SUBMITTALS,PROVIDING COMPLETE BACK-UP _ �-"I PROPOSED USE SELF-STORAGE FACILITY
<br /> INFORMATION FOR PURPOSES OF EVALUATION.WHERE BUILDINGSTANDARDITEMS ARE -- CONTACT_RYAN RANCHHOD Va55 e�olmeoellan. m-t.—
<br /> CALLED FOR,NO SUBSTITUTE WILL BE ACCEPTED. _ �rarchhod/ia6edeconslneFwn.cwn PROJECT SE:F STORAGE BUILDINGS:
<br /> M. INSTALLATION OF MECHANICAL,ELECTRICAL AND STRUCTURAL C AI SYSTEMS WILL REQUIRE LOCATION r.- MAX FACILITY EXPANSION 25%OF CURRENT FACILITY FOOTPRINT
<br /> OPENING OF SOME EXISTING WALLS,CEILINGS OR FLOOR CATCHES THE CC SHALL BE m CIVRIDGELVEYOR:
<br /> RESPONSIBLE FOR ETHERW REPAIR A THESE OPENINGS TO MATCH EXISTING,EXCEPT '• `• RIDGEUNEF3JGINEERS (90,975 SF.X 0.25=22SF.)
<br /> WHERE NOTED OTHERWISE,FILL ALL HOLES AND VOIDS IN FLOORS WALLS AND � BUILDING A(PROPOSED) 22,'452 SF.
<br /> CEILINGS WHICH RESULT FROM INSTALLATION OF WORK,AND REMOVAL OF EXISTING 1 ,r 2769 BOEING WAY GROSSTOTAL
<br /> MATERIALS AND EQUIPMENT REQUIRED BY THIS CIXJIRACT.PATCHED AREAS SHALL STOCKiON,CA 95206
<br /> MATCH THE MATERIALS,FINISHES,AND LEVELS ADJACENT,OR SHALL BE PUT IN THE
<br /> PROPER CONDITION TO RECEIVE THE FINISH INDICATED. - -.- _ TEL: 203955-D110 Fl R EXPANSION (PHASE 2):
<br /> N. OPENINGS REWIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL f \ *.L: --''• CONTACT:ROBBYWIKOFF
<br /> BE COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK.ANY OPENING OVER EMAIL —A.9B'i6celir�ezm.cam BUILDING B 16,257 SF.
<br /> Y IN DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER.THROUGH CONCRETE C _[�i @UILDING C 20,280 SF.
<br /> SLABS OR WALLS,DR MASONRY WALLS,ALL ROUND HOLES SHALL BE CORE DRILLED - �' O S W
<br /> WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE WT WITH A
<br /> DIAMOND SAW.IN NO CASE SHALLANY STRUCTURAL MEMBER BE CUT.USE I. ..;.-.-iNIN, _ - -
<br /> CARBIDE-TIPPED DRILLS FOR GYPSUM WALLBOARD PARTITIONS.KEEP OVER CUTTING - -"' ---•�' � BLOSSOM COURT v
<br /> TO A MIN.. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES. t
<br /> GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS AND FLOORS AND ^ - T CODE(REQUIRED)
<br /> co
<br /> MASONRY WALLS.MAKE PATCHES WITH NEAT,TRIMMED EDGES:MATCH ADJACENT ..y...,r F. ! -" T.� PROPOSEDco
<br /> EXISTING WORK. L"..;: - r r_ SETBACKS: W IJ..
<br /> 0. THE EROSION CONTROL BMP.MUST BE INSTALLED PRIOR TO THE START OF ANY - - ( r• _ FRONT: 20' 20' '-' O
<br /> DEMOLITION OR CONSTRUCTION ACTIVITIES PRIOR TO THE START OF ANY DEMOLITION • --'� SIDE: 0' 0' L.
<br /> OR CONSTRUCTION ACTIVITIES,THE CONTRACTOR SHALL NOTIFY THE CITY STORM _ I `- SIDE: 0' 0' 1—' z
<br /> WATER INSPECTOR A7619-441-1653. ., �/► 0- U
<br /> REAR: 20' By(SEE CODE N!-X
<br /> ' * PROVISION NOTE W
<br /> C C'L1 O BELOW) T W Ra
<br /> REAR SETBACK CODE PROVISION: J= N O
<br /> ' DEVELOPMENT TITLE SECTION 9-235.4(A)(2): O Y
<br /> - A NON CONFORMING STRUCTURE SHALL BE SUBJECT TO THE PROVISIONS `•� O
<br /> OF THIS SECTION.
<br /> ABBREVIATIONS LEGEND O F SYMBOLS Er
<br /> (A) FASONLONG AS IT OLLOWING PROVISIONS:REMAINS OTHERWISE LAWFUL,STRUCTURE
<br /> TO THE
<br /> MAY BE UED �A a 0
<br /> (2)SUCH STRUCTURE MAY BE ADDED TO OR ENLARGED WITHIN THE REVISIONS
<br /> A.B.E. AVG.BUILDING ELEVA11ON ENOL ENCLOSURE M.B.S. METAL BUILDING SUPPLIER REINF REINFORCING YARD SETBACK AREA PROVIDED SUCH ADDITIONS DO NOT INCREASE NO. DATE BY
<br /> AC. AIR CONDITIONER EO EQUAL MCT MARMOLEUM COMPOSITE TLE RED' REWIRED C!2DICATES
<br /> EVISION NO.(TITLE O WINDOW SCHEDULE SUCH NONCONFORMITY ANO PROVIDED THE EXPANSION DOES NOT
<br /> ACCOST ACOUSTICAL EXH EXHAUST MECH MECHANICAL R.F. RUBBER FLOORING LOCK SHOWS REV. KEY INCREASE THE DNEAR MEASUREMENT OF THE PORTION DF THE 04/11/22 CITSUB.1
<br /> ADJ ADJUSTABLE,ADJACENT fDCfST EXISTING MEZZ MEZZANINE R.O. RWGH OPENING ATE) BUILDINGWITHINTHE SETBACK AREA BY MORE THAN 1007..ADMIN ADMINISTRATION EXP EXPANSION MT. METAL SCHED SCHEDULE REVISED EUECT IO RODM NAME EXPANSIONS GREATER THAN 100%REQUIRE AN APPROVED SITE 1
<br /> A.F.F. ABOVE FINISH FLOOR EXT EXTERIDR MFG MANUFACTURING S.C. SOLID CORE AREA ROOM NO. APPROVAL Q2
<br /> ALUM ALUMINUM F.C.I.C. FURNISH BY CONTRACTOR MFR MANUFACTURER S.G. SAFETY GLASS �
<br /> ANDD ANODIZED INSTALL BY CONTRACTOR M.H. MANHOLE SHT SHEET DETAIL NO.DESIGNATION *350 SF*—ROOM AREA MAX HEIGHT:
<br /> ANSI AMERICAN NAIL STDS INST. F.D. FLOOR DRAIN MIN. MINIMUM SM SIMILAR Q
<br /> APPROX APPROXIMATE FDN FOUNDATION MISC MISCELLANEOUS SPECD SPECIFIED 8. SHEET THAT DETAIL IS
<br /> ASR AUTOMATIC SPRINKLER RISER F.F. FINISHFLOOR M.O. MASONRY OPENING SQ SQUARE SHOWN PL- FI�SCHEDULE 1. APPROX.20'
<br /> AVG AVERAGE FNS FLAT HEAD SCREW M.R. MOISTURE RESISTANT .SS. SERVICE SINK,SANITARY SEWER
<br /> ISSUE DATES
<br /> BD BOARD F.I.O. FURNISHED&INSTALLED MULL MUWON SST STAINLESS STEEL BLDG.SECTION NO. O1 EQUIP.SCHEDULE PARKING:
<br /> BLDG BUILDING BY OWNER MTI) MOUNTED STD STANDARD 1 KEY DESIGN APPROVAL•
<br /> BLK BLOCK F.O.I.C. FURNISHED BY OWNER, MTC MOUNTING STL SQL 4.
<br /> BLK,G BLOCKING INSTALLED BY CONTRACTOR N.I.S. NOT IN CONTRACT STRUCT STRUCTURE STRUCTURAL SHEET THAT SECTION STORAGE: 1/1,OOOSF.=54 STALLS X STALLS
<br /> BM BEMs FPHB FROST PROOF HOSE BIBB NOM NOMINAL SUSP SUSPENDED IS SHOWN 12 CASEWORK OIL N0. O 4 S 5 DESIGN CODES PERMIT SUBMITTAL
<br /> B.C. BOTTOM OF FRP FIBER REINFORCED PANEL(S) N.T.S. NOT TO SCALE SYS SYSTEM 10. SHEET NO. PERMIT RECEIVED:
<br /> BOT BOTTOM FTG FOOTING 0/C ON CENTER T TREAD,TOP 1 WALL SECTION NO. FAR: 2019 CAMBMA RUN CODE(CBC) BID DOGS:
<br /> BTW BETWEEN CA GAUGE O.A. OVERALL T8B TOP&BOTTOM 2019 CAI um BECWAl OME(NC)
<br /> SHEET THAT SECTION IS (�11��-WALL TPE NO. CDNSTR.DOCS:
<br /> CB CATCH BASIN DALY GALVANIZED O.C. ON CENTER TEL TELEPHONE SHOWN C1 EXISTING: 88,775 SF.STORAGE+1.200 SF.OFFICE UNIT 2019 CNRWM FIRE WOE(CFC)
<br /> C.I. CAST IRON OI, GALVANIZED IRON O.H. OVERHEAD TEMP TEMPERED INSULATION KEY PROPOSED: 22,462 SF.STORAGE(BUILDING A) 2019 CUCI M IEDMICAL CODE(OIC)
<br /> C.I.A. CAST IN PLACE CUP GYPSUM LATH&PLASTER OP'G OPENING T&G TONGUE&GROOVE A INTERIOR ELEV.NO, A TOTAL,. 112,437 SF./280,961 SF.=0.40 FAR. 2019 CWFOWFA RU93NC CDDE(CPC) glp�: AS NOTED
<br /> C.J. CONTROL JOINT GWB GYPSUM WALLBOARD OPP OPPOSITE LG TEMPERED GLASS Y DATUM POINT 208 CNIFOANA 010LCf NOF(CDS)
<br /> CL CENTER LINE H.B. HOSE BIBB PIN PARTITION LO. 70P OF O 1 B—WALL ORIENTATION WITH ADDIl1ONAL FUTURE EXPANSION: 2021 SW.%WN YUNOPAL NCE PLOT DATE: 2022-06-14
<br /> CLG CEILING H.M. HOLLOW METAL PERP PERPENDICULAR TYP TYPICAL 5. CAD FILE
<br /> CMU CONCRETE MASONRY UNIT HORIZ HORIZONTAL PL PLATE,PROPERTY UNE UTIL UTILITY SHEET THAT INTERIOR +e'-0'AF.F�CEILING HEIGHT
<br /> COL COLUMN HT HEIGHT P-LAM PLASTIC LAMINATE U.O.N. UNLESS OTHERWISE NOTED C ELEV.IS SHOWN ACTC NG 112,437 SF.+35,537 SF.(FUTURE)=148,974 SF./280.961 SF. JOB NUMBER 21-037
<br /> CONT CONCRETE HTR HEATER PLYWD PLYWOOD VCT VINYL COMPOSITION RLE FINISH CEILING TYPE =0.53 FAR SCOPE AND CODE
<br /> CONT CONTINUOUS HTR HEATER
<br /> REIN PLBC PLUMBING VERT VERTICAL CHECKED:
<br /> CONSTR CONSTRUCTION JT/JTS JOINLJOINIS - - PNL PANEL,PANELING- W/ �MTH--- �L�I NORTH ARROW O LANDSCAPING ORpWN: - -
<br /> CONTR CONTRACTOR L LONG,LENGTH PR PAIR W/0 WITHOUT N A GRID DESIGNATION
<br /> CPT CARPET LAM LAMINATE,LAMINATED PROD PROJECT WD WOOD STATUB: PLANNING SUBMITTAL
<br /> C.T. CERAMIC TILE LE LINEAR FOOT,UNEAL FOOT PRY PRESSURE REDUCING VALVE WDW WINDOW 2 SHEET KEY NOTE 100%OF SETBACKS 10D% SCOPE OF WORK SUMMARY:
<br /> DBL DOUBLE LID, LIQUID PT POINT W-MAT WALK OFF MAT 1A4;12 ROOF SLOPE AND
<br /> DTL DETAIL LT.WT. LIGHT WEIGHT Q.T. QUARRY TILE W.P. WATERPROOF DIRECTION KEY STORAGE BUILDING A INCLUDES INTERIOR/ENCLOSED RV/BOAT STORAGE THE PROJECT SHALL CONSIST OFA+/-2-ACRE EXPANSION TO AN COVER SHEET
<br /> D.F. DRINKING FOUNTAIN LVL LEVEL QTR QUARTER DOOR SCHEDULE KEY EXISTING SELF-STORAGE FACIUTY TO INCLUDE PAVED CIRCULATION DRIVE,
<br /> W.R. WATER RESISTANT UNITS. INTERIOR STORAGE UNITS,DRIVE UP STORAGE UNITS,AND ENCLOSED RV
<br /> D.S. DOWNSPOUT MAS MASONRY R ROOF WF WELDS 1 1 WH R E DO TO ROOM N0. —-8 BREAK UNE SYMBOL STORAGE UNITS TOTALING APPROX.22,ODO SF(BUILDING A),BUILDING B AND n O. O
<br /> DWG DRAWING MAX MAXIMUM R.D. ROOF DRAIN WWM WELDED WIRE MESH WHERE DOOR OCCURS) ,IY`
<br /> EA EACH R.L RAIN LEADER WWF WELDED WIRE FABRIC DOOR SUFFIX �-- MATCH LINE MARKER C,SHOWN IN UNDEVELOPED AREA IN THE MIDDLE OF PARCEL,TO BE FOR
<br /> ELEV ELEVATION,ELEVATOR RECD RECEIVED Y.D. YARD DRAIN
<br /> ETEC ELECTRICAL REF REFRIGERATOR,REFERENCE FUTURE DEVELOPMENT.
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