|
At"s"BREVIATIONS PROJECT DATA SITE VICINITY MAP LEGAL DESRIPTION/ DATA INDE F DRAWINGS CLIENT:
<br /> & AND I.D. INSIDE DIAMETER PROJECT ADDRESS: 1305 & 1329 S. ESCALON AVE R **APN: FOOD FACILITIES SUBMITTAL SHEETS
<br /> L ANGLE INSUL. INSULATION GENES
<br /> ® AT INT, INTERIORAid kik
<br /> ESCALON, CA 225-100-04 & 225-100-21
<br /> CENTERLINE JT. JOINT T1.1 ** COVER SHEET
<br /> L.EGAL_DE_SCRIPTION
<br /> 0 DIAMETER OF ROUND KIT. KITCHEN
<br /> POUND OR NUMBER IAM. LAMINATE BUILDINGS CIMAM STORE SEE BELOW GC-1 GREEN BUILDING CHECKLIST ,
<br /> GC-2 GREEN BUILDING CHECKLIST
<br /> E) EXISTING
<br /> LAV. LAVATORY GC-3 GREEN BUILDING CHECKLIST
<br /> CONSTRUCTION TYPE: V-B
<br /> (R) RELOCATED LT. LIGHT
<br /> ZONING: ..
<br /> L.E.D. LIGHT EMITTING DIODE USE GROUP: M (CONVENIENCE STORE) u_�5, m M0.3 MECHANICAL T-24 FORMS
<br /> (N) NEW MAX. MAXIMUM ALLOWABLE AREA: 9,000 S.F. a
<br /> n i' C-2 COMMUNITY COMMERCIAL MO.4 MECHANICAL T-24 FORMS
<br /> A.F.F. ABOVE FINISH FLOOR M.C. MEDICINE CABINET ACTUAL GROSS AREA: 3,248 S.F.
<br /> A.D. AREA DRAIN _
<br /> MECH. MECHANICAL BUILDING FOOTPRINT: 3,375 S.F. tA Avej , ,_
<br /> ADJ. ADJUSTABLE MEMB. MEMBRANE
<br /> AGGER. AGGREGATEC 0 °'"'`'° °' "" CITY APPROVALS E0.3 TITLE 24 FORMS-INDOOR LIGHTING PART 1
<br /> MTL. METAL
<br /> "°' EO.4 TITLE 24 FORMS-INDOOR LIGHTING PART 2
<br /> AL. ALUMINUM MFR. MANUFACTURER OPY CITY OF ESCALON E0.5 TITLE 24 FORMS-OUTDOOR LIGHTING
<br /> APPROX. APPROXIMATE MIN. MINIMUM CONSTRUCTION TYPE: II-B "'"` - """" PLANNING SUBMITTAL 15-653 EO.6 TITLE 24 FORMS-OUTDOOR LIGHTING
<br /> ARCH. ARCHITECTURAL
<br /> ,� _ SUS
<br /> ASB. ASBESTOS MIRMIS. MIRROR ARCO AM/PM C. MISCELLANEOUS USE GROUP: M (FUEL CANOPY)
<br /> Aj
<br /> ASPH. ASPHALT M.O.ARD MASONRY OPENING
<br /> ALLOWABLE AREA: 12,500 S.F. y5- S-1 BOUNDARY & TOPO SURVEY MAP
<br /> 's %(%so„ ,Ave` LECA DESCRIPTION
<br /> BID. BITUMINOUS
<br /> BLDG,
<br /> MTD. MOUNTED ACTUAL GROSS AREA: 3,471.5 S.F. C
<br /> MULLI
<br /> THE
<br /> BLDG. BUILDING NUL. NORTH 1 o O t ��Eo COUNTY NOFRSAN JOAQUINED TO HSTTATE OF EREIN CALIFORNIA AW IS IND IS DESCRIBED ON IN THE CITY ®ASEFOLLOWS: C2.0 CIVIL -SCALON, C1.0 CIVIL - SITE PLAN R SHEET lor
<br /> BLKG. BLOCKING BM. BEAM N.I.C. NOT IN CONTRACT E N
<br /> ROL PLAN
<br /> BOT. BOTTOM NO. OR NUMBER ESCALON, CA OCCUPANCY AND EGRESS: PARCEL ONE: C3.0 CIVIL - DEMOLITION ANC2.1 CIVIL - HORIZONTAL D TEROSION CONTROL PLAN ARCO
<br /> A PORTION OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 2 SOUTH, C3.1 CIVIL - EROSION CONTROL NOTES AND DETAILS
<br /> CAB. CABINET NOM. NOMINAL CONVENIENCE STORE
<br /> CEM. CEMENT N.T.S. NOT TO SCALE RANGE 9 EAST, MOUNT DIABLO BASE AND MERIDIAN DESCRIBED AS FOLLOWS: C4.0 CIVIL - GRADING AND STORM DRAINAGE PLAN SpWEST COAST PRODUCTS,LLC
<br /> CER. CERAMIC O.A. OVERALLH 0 1C C5.0 ** CIVIL - UTILITY PLAN
<br /> O.C. ONNOBSCURE CEENTER
<br /> C.I. CAST IRON OBS. NTER GENERAL PROJECT ��� �SALES - 1,694 S.F.(1694/30) = 57 BEGINNING AT THE INTERSECTION OF THE FARMINGTON ROAD AND LATERAL "B" C6.0 CIVIL - NOTES AND DETAILS
<br /> CLO. CEILING O.D. OUTSIDE DIAMETER i• ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE BUILDING CODES AND LOCAL CASHIER - 131 S.F.(131/100) = 2 AP@LICA..�,/ OWCENTRAL LINES; THENCE SOUTH 1°14' EAST ALONG CENTER OF FARMINGTON ROAD, C6.1 CIVIL - NOTES AND DETAILS
<br /> .�h� 1025 FEET TO THE NORTHEAST CORNER OF THE LAND CONVEYING TO CHARLES C6.2 CIVIL - NOTES AND DETAILS
<br /> CLKG. CAULKINGOFF. OFFICE RESTRICTIONS. CONTRACTORS MUST COMPLY WITH CONTRACTOR REGISTRATION OFFICE - 66 S.F. (66/100) = 1 PERSHING HOLDINGS, INC. CADLOLO, BY DEED RECORDED SEPTEMBER 21, 1922 IN BOOK A OF DEEDS, C7.0 CIVIL - ARCO SITE SPECIFICATIONS
<br /> CLO. CLOSET OPNG. OPENING REQUIREMENTS OF ALL GOVERNING AUTHORITIES. THE GENERAL BUILDING PERMITS RESTROOMS - 259 S.F. (EXEMPT) _ ® GURPREET RANDHA�dA VOLUME 532, AT PAGE 350, SAN JOAQUIN COUNTY RECORDS, AND THE TRUE POINT C7.1 CIVIL - ARCO SITE SPECIFICATIONS
<br /> CLR./CL. CLEAR SHALL BE PAID FOR EC THE OWNER UNLESS AGREED OTHERWISE. ALL OTHER PREP/UTILITY - 479 S.F.(479/200) _ 3 1732 BRANDON STREET OF BEGINNING OF THE HEREIN DESCRIBED; THENCE ALONG THE CENTERLINE OF C7.2 CIVIL - ARCO SITE SPECIFICATIONS
<br /> OPP. OPPOSITE
<br /> C.O. CASED OPENING PL. PLATE PERMITS SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR DIRECTLY COOLER/FREEZER 533 S.F. (*EXEMPT) - 0 STOCKTON, CA 95209
<br /> COL. COLUMN FARMINGTON ROAD, NORTH 1°14' WEST 100 FEET; THENCE FROM THE CENTERLINE
<br /> P.LAM. PLASTIC LAMINATE RESPONSIBLE. ALL REQUIRED CITY, COUNTY AND/OR STATE LICENSES SHALL BE EMAIL: p wd o _ _ LANDSCAPE
<br /> CONC. CONCRETE ��-�� �-� � ���i1°���' OF FARMINGTON ROAD, WESTERLY AND PARALLEL TO THE NORTH LINE OF THE LAND
<br /> ACQUIRED AND PAID FOR BY THE INDIVIDUAL SUBCONTRACTOR.
<br /> PIAS. PLASTER TOTAL (NET): 2,372 S.F. = 63 CELL: 510-364-6974 L1 LANDSCAPE - PLANTING PLAN
<br /> CONN. CONNECTION 2. IT IS THE INTENT OF THE OWNER, THE ARCHITECT AND THEIR CONSULTANTS, THAT OF CHARLES CADLOLO, AS CONVEYED TO HIM BY THE ABOVE DEED TO A POINT ON �
<br /> PLYWD. PLYWOOD OCCUPANTS L2 LANDSCAPE - IRRIGATION PLAN
<br /> CONSTR. CONSTRUCTION PR. PAIR ALL WORK DEPICTED IN THESE DRAWINGS AND SPECIFICATIONS IS TO BE PROVIDED TOTAL GROSS per code: 3,248 S.F. THE EAST LINE OF THE SANTA FE RAILROAD RIGHT OF WAY; THENCE ALONG THE L3 LANDSCAPE - CONSTRUCTION DETAILS
<br /> CONT. CONTINUOUS BY THE GENERAL CONTRACTOR. ANY REFERENCES TO THE CONTRARY THROUGHOUT ( ) P ARCHITECT, CIVIL. PETROLEUM SANTA FE RAILROAD RIGHT OF WAY, SOUTH 46 123 EAST TO A POINT AT THE 0
<br /> CTSK. COUNTERSUNK PT. POINT TOTAL BUILDING AREA: 3 375 S.F. L4 LANDSCAPE - CONSTRUCTION SPECIFICATIONS
<br /> PTH. PARTITION THE CONSTRUCTION DOCUMENTS OR SPECIFICATIONS IS NOT INTENDED. ADDITIONALLY, NORTHWEST CORNER OF THE LAND CONVEYED TO CHARLES CADLOLO, BY SAID DEED;
<br /> CNTR. COUNTER BARGHAUSEN CONSULTING ENGINEERS
<br /> CTR. CENTER Q.T. QUARRY TILE CONTRACTOR IS TO REFER TO THE BID DOCUMENT PACKET AND/OR OWNER'S SCOPE *COOLER IS A NON OCCUPIABLE SPACE PER SECTION 202 915 HIGHLAND POINT DRIVE THENCE EASTERLY ALONG THE NORTH LINE OF SAID CADLOLO'S BY SAID DEED; ARC
<br /> HITCTURAL
<br /> QSR QUICK SERVE RESTAURANT OF WORK DOCUMENT(S) WHICH SHALL TAKE PRECEDENCE OVER SCOPE THAT MAY BE DEFINITION OF AN OCCUPIABLE SPACE. ROSEVILLE CA 95209 THENCE EASTERLY ALONG THE NORTH LINE OF SAID CADLOLO'S LAND TO THE POINT
<br /> DBL. DOUBLE ' OF BEGINNING. A1.1 ** CONSTRUCTION FLOOR PLAN
<br /> R OR RAD. RADIUS PRESENTED IN THIS SET OF CONSTRUCTION DOCUMENTS OR SPECIFICATIONS. THE PROJECT CONTACT: RICHARD LaROWE EXCEPTING THEREFROM THE LANDS CONVEYED TO THE CITY OF ESCALON, A A1.2 REFLECTED CEILING PLAN 18215 72ND AVENUE SOUTH
<br /> DEPT. DEPARTMENT **
<br /> R.D. ROOF DRAIN SCOPE OF WORK DOCUMENT IS INTENDED TO IDENTIFY ALL OWNER SUPPLIED ITEMS EXITS REQUIRED: 2
<br /> DET. DETAIL (425) 656-7434 MUNICIPAL CORPORATION, IN GRANT DEED RECORDED JANUARY 30, 1998, AS A1.3 ROOF PLAN
<br /> DIA. DIAMETER REF. REFERENCE OR WORK PROVIDED BY OTHERS. ABSENCE OF THESE DOCUMENTS MEANS ALL WORK EXITS PROVIDED: 2 KENT, WA 96032
<br /> REFR. REFRIGERATOR NOTED IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR UNLESS THE OWNER INSTRUMENT NO. 98009694, AND SHOWN ON CORRECTED GRANT DEED A2.1 EXTERIOR ELEVATIONS
<br /> Y DIM. DIMENSION (425)251-6222
<br /> RGTR. REGISTER HAS SPECIFIED OTHERWISE DURING THE BID PROCESS. RECORDED MARCH 5, 2001, INSTRUMENT NO. 01030524, DESCRIBED AS PARCEL A2.2 EXTERIOR ELEVATIONS
<br /> DISP. DISPENSER REINF. REINFORCED 3. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY STRUCTURAL ENGINEER 14065.1, CONTAINING 297 SQUARE METERS, MORE OF LESS AND PARCEL 14065.3 A2.3 ** INTERIOR ELEVATIONS (425)251-87232 FAX
<br /> DN. DOWN REQ'D REQUIRED WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION AS THE PCS STRUCTURAL SOLUTIONS CONTAINING 3276 SQUARE METERS. A2.4 ** INTERIOR ELEVATIONS
<br /> D.O. DOOR OPENING RESIL. RESILIENT APPROVED PLANS. CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF PLANS ON 811 FIRST AVENUE, SUITE 620 A2.5 ** INTERIOR ELEVATIONS CML ENGINEERING, LAND PLANNING,
<br /> DR. DOOR RM. ROOM THE PREMISES IN GOOD CONDITION AT ALL TIMES. THIS SHALL INCLUDE ALL ADDENDA SEATTLE, WA PARCEL TWO: A2.6 INTERIOR ELEVATIONS AND ENLARGED RESTROOM PLAN SURVEYING, ENVIRONMENTAL SERVICES
<br /> DWR. DRAWER R.O. ROUGH OPENING AND CHANGE ORDERS. PROJECT CONTACT: JACK PINKARD ALL THAT CERTAIN PIECE OR PARCEL OF LAND SITUATION IN THE CITY OF ESCALON A3.1 BUILDING SECTIONS
<br /> PHONE:
<br /> D.S. DOWNSPOUT 206 292-5076 COUNTY OF SAN JOAQUIN, STATE OF CALIFORNIA, LYING WITHIN THE NORTHEAST , A3.2 WALL SECTIONS No. ®ATE REVISION ®ESCRIPnON
<br /> DWG. DRAWING R.W.L. RAIN WATER LEADER 4. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS, DRAWINGS AND PLUMBING FIXTURE COUNT: ( ) TOWNSHIP 2 SOUTH RANGE 9 EAST MOUNT DIABLO BASE A3.3 WALL SECTIONS
<br /> E. EAST S. SOUTH SPECIFICATIONS ARE NOT INTENDED. THE CONTRACTOR IS TO CLARIFY ANY SUCH QUARTER OF SECTION 5, , � 09/90/96 BUILDING PERMIT SUBMITTAL
<br /> S.C. SOLID CORE DISCREPANCIES WITH THE ARCHITECT OR PROJECT MANAGER PRIOR TO COMMENCING CONVENIENCE STORE: AND MERIDIAN, DESCRIBED AS FOLLOWS: A4.1 DETAILS
<br /> EA. EACH PLUMBING. MECHANICAL. ELECTRICAL ENGINEER A4.2 DETAILS
<br /> SCHED. SCHEDULE WORK. STATED DIMENSIONS TAKE PRECEDENCE OVER GRAPHICS DO NOT SCALE
<br /> E.J. EXPANSION JOINT C-STORE
<br /> EL. ELEVATION S.D. SOAP DISPENSER DRAWINGS TO DETERMINE LOCATIONS. THE ARCHITECT OR PROJECT MANAGER SHALL ABOSSEIN ENGINEERING COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 5 AS SAID CORNER IS A5.1 DOOR AND WINDOW SCHEDULE 2
<br /> EL. ELECTRICAL SECT. SECTION BE NOTIFIED OF ANY SUCH DISCREPANCIES PRIOR TO CONTINUING WITH WORK. 50% MALE/ FEMALE = 63/ 2 = 32 OCC LOAD 1844 - 114th AVE. NE. DEPICTED ON THAT RECORD OF SURVEY FILED IN THE OFFICE OF THE RECORDER A7.1 ARCHITECTURAL SPECIFICATIONS
<br /> E.P. ELECTRICAL PANELBOARD SH. SHELF 5. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH BELLEVUE, WA 98004 OF THE COUNTY OF SAN JOAQUIN, IN BOOK 35 OF SURVEYES, AT PAGE 90: A7.2 ARCHITECTURAL SPECIFICATIONS 3
<br /> . EQUAL SHR. SHOWER ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS MEN FIXTURES REQ = 1 WATER CLOSET, 1 LAVATORY PROJECT CONTACT: JAY WERNER THENCE NORTH 89°32'06" WEST ALONG THE NORTH LINE OF SAID SECTION 5, A A7.3 ARCHITECTURAL SPECIFICATIONS
<br /> EQ.
<br /> EQUIPMENT SHT. SHEET TYPE OF CONSTRUCTION AND OCCUPANCY. THE CONTRACTOR SHALL NOTIFY WOMEN FIXTURES REQ = 1 WATER CLOSET, 1 LAVATORY (425) 462-9441 DISTANCE OF 51.75 FELT: THENCE SOUTH 00°27°54" WEST, A DISTANCE OF 17.66 A7.4 ARCHITECTURAL SPECIFICATIONS A
<br /> SIM. SIMILAR ARCHITECT IMMEDIATELY OF CONFLICTS WITH GOVERNING CODE REQUIREMENTS BEFORE FEET TO A POINT ON THE SOUTH RIGHT-OF-FEET LINE OF YOSEMITE AVENUE AND A7.5 ARCHITECTURAL SPECIFICATIONS s
<br /> EXST. EXISTING SPEC. SPECIFICATION PROCEEDING FURTHER WITH THE AFFECTED WORK. PROVIDED ALSO BEING ON THE NORTH LINE OF THAT PARCEL OF LAND DESCRIBED IN THAT A7.6 ARCHITECTURAL SPECIFICATIONS
<br /> EXP. EXPANSION SQ. SQUARE 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING MEN FIXTURES PROVIDED = 1 WATER CLOSET 1 URINAL 1 LAV Q1.1 ** EQUIPMENT PLAN
<br /> EXT. EXTERIOR LANDSCAPE ARCHITECT FINAL ORDER OF CONDEMNATION CONVEYING SAID PARCEL TO THE CITY OF ESCALON
<br /> S.S. STAINLESS STEEL UTILITIES AND TO PROTECT THEM FROM DAMAGE. CONTRACTOR SHALL BEAR THE WOMEN FIXTURES PROVIDED = 2 WATER CLOSET, 1 LAV AND FILED IN THE OFFICE OF THE RECORDER OF THE GOUTY OF SAN JOAQUIN ON Q1.2 '* COOLER PACKAGE
<br /> F.E. FIRE EXTINGUISHER STD. STANDARD EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED OLIVE STREET LANDSCAPE ARCHITECTURE Q2.1 ** EQUIPMENT SCHEDULE
<br /> F.F. FLOOR FINISH JANUARY 5, 1999 AS INSTRUMENT N0. 99001083 AND BEING A POINT OF
<br /> STL. STEEL BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. P.O. BOX 2063 CURVATURE OF A NON-TANGENT CURVE CONCAVE TO THE SOUTHWEST HAVING A 02.2 NOT USED
<br /> FDN. FOUNDATION
<br /> STOR. STORAGE 7. THE CONTRACTOR TO PROVIDE FIRE SPRINKLER SYSTEM AND ALARM SYSTEM (WHEN PETALUMA, CA 94952 RADIUS OF 56.00 FEET OF WHICH THE RADIUS POINT BEARS SOUTH 33°2226" WEST Q2.3 SMALL WARES SCHEDULE
<br /> FL. FLOOR
<br /> FIN. FINISH STRL. STRUCTURAL REQUIRED BY CODE AND NOTED AS REQUIRED BY THESE PLANS IN ACCORDANCE PROJECT CONTACT: ROD SCACCALOSI AND BEING THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE NORTH SD-1 TRASH / RECYCLE ENCLOSURE PLANS As
<br /> FLASH'G FLASHING SYM. SYMMETRICAL WITH NFPA REQUIREMENTS. FIRE SPRINKLER CONTRACTOR IS TO)
<br /> COMPLETE (707) 260-6990 89°26'42" WEST ALONG THE SOUTH RIGHT-OF-WAY LINE OF SAID YOSEMITE AVENUE SD-2 TRASH / RECYCLE ENCLOSURE DETAILS
<br /> FLUOR. FLUORESCENT T.B.S. TO BE SPECIFIED SHOP DRAWINGS, LAYOUT AND RELATED DATA TO BUILDING DEPARTMENT AND FIRE AND THE NORTH LINE OF SAID ESCALON PARCEL, A DISTANCE OF 62.79 FEET TO 99
<br /> TRD TREAD MARSHAL FOR APPROVAL PRIOR TO INSTALLATION.
<br /> F.O.C. FACE OF CONCRETE SURVEYOR THE NORTHWEST CORNER THEREOF; THENCE SOUTH 01'04'03" EAST ALONG THE SIGN PLANS
<br /> F.O.F. FACE OF FINISH T.B. TOWEL BAR S. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S APPROVED WEST LINE OF SAID ESCALON PARCEL A DISTANCE OF 121.10 FEET TO THE SNA.1 SIGN PLANS SEAL:
<br /> F.O.S. FACE OF STUD T.G. TOP OF CURB SHOP DRAWINGS/DATA SHEETS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. SHOUP LAND SURVEYING SOUTHWEST CORNER THEREOF; THENCE NORTH 89°13'57°' EAST ALONG THE SOUTH SNA.2 SIGN PLANS
<br /> TELEPHONE
<br /> FPRF. FIREPROOF TEL. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL WALTER JOHN SHOUP PLS LINE OF SAID PARCEL A DISTANCE OF 7691 FEET THE THE SOUTHWEST CORNER OF Of C i
<br /> TER. TERRAllO STRUCTURAL Fp
<br /> F.S. FLOOR SINK AND SHALL 811 CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE P.O. BOX 656 THAT CERTAIN PARCEL OF LAND AS DESCRIBED IN THAT NOTICE OF PENDENCY OF
<br /> TSG TONGUE & GROOVE
<br /> FT. FOOT OR FEET T&G THICK WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. CLEMENTS, CA 95227 ACTION FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF SAN JOAQUIN S1.1 FOUNDATION PLAN S DANfk BRIAN
<br /> FTG. FOOTING 9. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL FOOD SERVICE EQUIPMENT AND 209 333-1872 ON APRIL 27 1998, AS INSTRUMENT NO.1998-0413666; THENCE NORTHERLY ALONG S1.2 CEILING FRAMING PLAN �`, 00ALWIN 7
<br /> FURR. FURRING T.P. TOP OF PAVEMENT COORDINATE LOCATION OF ALL UTILITIES INCLUDING FLOOR SINKS FLOOR DRAINS ( ) THE WEST LINE OF LAST SAID PARCEL THE FOLLOWING (4) FOUR COURSES: S1.3 ROOF FRAMING PLAN
<br /> T.P.D. TOILET PAPER DISPENSER _ C-1Sa65
<br /> FLIT. FUTURE SLOPES/SLAB DEPRESSIONS AND RAISED CURBS, ELECTRICAL AND PLUMBING AND S1.4 UPPER ROOF FRAMING PLAN
<br /> T.V. TELEVISION
<br /> G.A. GAUGE STUBOUTS FOR FUTURE EQUIPMENT WHERE NOTED. 1 NORTH 04°17'07" WEST A DISTANCE OF 1.62 FEET TO A POINT OF CURVATURE S2.1 DETAILS
<br /> T.W. TOP OF WALL ) C� ' REN. x/39/17
<br /> GALV. GALVANIZED 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE OF ANON-TANGENT CURVE, CONCAVE TO THE NORTHWEST, HAVING A"RADIUS OF S2.2 DETAILS \4 � \�
<br /> TYP. TYPICAL
<br /> GL. GLASS UNF. UNFINISHED SITE WHILE JOB IS IN PROGRESS AND UNTIL BUILDING IS OCCUPIED. 5039.09 FEET OF WHICH THE RADIUS POINT BEARS NORTH 135 42 52 WEST; THENCE S2.3 DETAILS sE� ARG
<br /> GR, GRADE 11. ALL DEBRIS SHALL BE REMOVED FROM PREMISES REGULARLY AND ALL AREAS SHALL EVE LO 7 CONTACTS S2.4 DETAILS rr
<br /> U.N.O. UNLESS NOTED OTHERWISE
<br /> GSM GALVANIZED SHEET METAL BE LEFT IN A CLEAN (BROOM) CONDITION AT ALL TIMES. S2.5 DETAILS
<br /> VERT. VERTICAL 2) NORTHERLY ALONG THE ARC OF SAID CURVE THOUGH A CENTRAL ANGLE OF
<br /> GYP. GYPSUM 12. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF S2.6 DETAILS
<br /> V.C.T. VINYL COMPOSITE TILE CITY OF ESCALON 00'39'31" ,AN ARC DISTANCE OF 57.93 FEET TO A POINT OF CURVATURE OF A
<br /> G.W.B. GYPSUM WALL BOARD THE OCCUPANTS AND WORKERS AT ALL TIMES. S2.7 DETAILS
<br /> W WEST NON-TANGENT CURVE, CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 5039.09
<br /> H.B. HOSE BIBB 13. CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER, TELEPHONE, FACSIMILE OR DEVELOPMENT SERVICES S2.8 DETAILS
<br /> H.C. HOLLOW CORE W/ WITH METHOD TO RECEIVE E-MAIL, PRINTER AND TOILET FACILITIES AS REQUIRED. 2060 McHENRY AVE FEET OF WHICH THE RADIUS POINT BEARS NORTH 88°13'40" EAST; THENCE S2.9 DETAILS
<br /> W.B. WALL BASE ESCALON, CA 95320 S3.1 GENERAL NOTES
<br /> HDWD. HARDWOOD 14. GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING, UN-CRATING, 3) NORTHERLY ALONG THE ARC OF SAID CURVE, THOUGH A CENTRAL ANGLE OF S3.2 GENERAL NOTES
<br /> W.C. WATER CLOSET
<br /> H.M. HARDWARE WD. WOOD INSTALLATION AND HOOKUP OF ALL FOOD SERVICE EQUIPMENT AND OTHER OWNER PHONE: (209) 691-7439 00°26'10" ,AN ARC DISTANCE OF 38.35 FEET TO A POINT OF CURVATURE OF A S3.3 GENERAL NOTES
<br /> H.M. HOLLOW METAL OR VENDOR FURNISHED ITEMS. NON-TANGENT CURVE, CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 5035.48 S3.4 GENERAL NOTES
<br /> HORIZ. HORIZONTAL W/0 WITHOUT 15. GENERAL CONTRACTOR IS REQUIRED TO LABEL ALL ELECTRICAL PANELS, PLUMBING
<br /> HR. HOUR WP. WATERPROOF VALVES, AND ROOF TOP EQUIPMENT WITH PLASTIC PHENOLIC ENGRAVED PLATES FEET OF WHICH THE RADIUS POINT BEARS NORTH 86°48'27" WEST; THENCE
<br /> HT. HEIGHT WSCT. WAINSCOT ATTACHED TO IDENTIFY THE EQUIPMENT USE OR PURPOSE. ENVIRONMENTAL - FOOD CANOPY- ARCHITECTURAL
<br /> WT. WEIGHT 16. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, SAN JOAQUIN COUNTY 4) NORTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF
<br /> CA.1 CANOPY EXTERIOR ELEVATIONS
<br /> ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND ENVIRONMENTAL HEALTH DEPT 00°13'38" , AN ARC DISTANCE OF 19.98 FEET TO A POINT ON THE NORTHERLY LINE CA.2 CANOPY FLOOR PLAN DEVELOPMENT INFORMATION:
<br /> SYMPOLS PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK. 1868 EAST HAZELTON AVE OF SAID ESCALON PARCEL AND BEING THE MOST NORTHERLY CORNER OF A CA.3 CANOPY REFLECTED CEILING PLAN
<br /> SPECIAL INSPECTION REQUIREMENTS MAY APPLY TO ALL STRUCTURAL EMBEDMENTS STOCTON, CA 95205-6232 NON-TANGENT CURVE, CONCAVE TO THE SOUTHWEST, HAVING A RADIUS 58.00 FEET AROD HTI
<br /> OR POST INSTALLED ANCHORS. CONTRACTOR SHALL CONFIRM REQUIREMENTS PRIOR OF WHICH THE RADIUS POINT BEARS SOUTH 36°03'04" WEST; THENCE CANOPY- STRUCTURAL
<br /> TO INSTALLATION. PHONE: (209) 468-3420 NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF CS1 CANOPY FOUNDATION/ FRAMING PLAN 3000 am/pm
<br /> SECTION MARK
<br /> 17. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE MEANS AND METHODS
<br /> 02°40'38" , AN ARC DISTANCE OF 2.71 FEET TO THE PINT OF BEGINNING OF THISCAMPY CS2 CANOPY FRAMING DETAILS ����XX FOR ERECTION PROCEDURE AND SEQUENCE OF THE CONSTRUCTION. CONTRACTOR TO DESCRIPTION.
<br /> XX.X
<br /> INSURE THE SAFETY OF ALL INSTALLED IMPROVEMENTS, BUILDINGS AND THEIR ENVIRQNMENTAL - UST PLUMBING wd (3 Rffloo
<br /> COMPONENT PARTS DURING ERECTION.
<br /> 18. MATERIALS LISTED IN DRAWINGS ARE BASED ON DESIGN INTENT. ALTERNATE SEPARATE SUBMITTALS SAN JOAQUIN COUNTY PO.1 ** PLUMBING LEGEND, SCHEDULES & CALCULATIONS
<br /> XX
<br /> ENVIRONMENTAL HEALTH DEPT PO.2 '* PLUMBING GENERAL NOTES & SPECIFICATIONS SPECIFICATIONS MAY BE ACCEPTED PROVIDED THEY CLOSELY MATCH AND ARE *�'
<br /> EXTERIOR ELEVATION TAG XXX DEEMED EQUAL TO SPECIFIED MATERIAL. GENERAL CONTRACTOR IS TO SUBMIT SIGNS 1868 EAST HAZELTON AVE P2.1 SANITARY DRAINAGE & VENT PLUMBING PLAN AND S97E AD®R :ISOMETRIC DIAGRAM
<br /> PROPOSED SAMPLES OF SUBSTITUTIONS, ALONG WITH SAMPLE OF THAT SPECIFIED IN STOCTON, CA 95205-6232
<br /> X DRAWINGS FOR REVIEW BY THE ARCHITECT OR PROJECT MANAGER. SUBSTITUTIONS P3.1 ''* DOMESTIC WATER SUPPLY PLUMBING PLAN AND ESCALON AVENUE
<br /> WILL ONLY BE APPROVED IF SPECIFIED MATERIAL IS PROVEN TO BE UNAVAILABLE PHONE: (209) 468-3420 ISOMETRIC DIAGRAM
<br /> E P5.1 *' PLUMBING ROOF PLAN HIGHWAY 120
<br /> WITHIN A REASONABLE TIME FRAME OR THE SUBSTITUTION IS A BENEFIT TO THE �� . (,� � (j � P6.1 ** PLUMBING DETAILS - I
<br /> � (�� ESCALON,CA
<br /> ELEVATION TAG X XX.X X OWNER RELATED TO COST OR SCHEDULE TIME SAVINGS. � IF � ' ' Lr L P6.2 ** PLUMBING DETAILS - II
<br /> 19. THE PROJECT BOUNDARIES SHALL BE CONFIRMED BY THE CONTRACTOR PRIOR TO TRANSPORTATION DISTRICT 10
<br /> CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE OWNERS ATTENTION
<br /> X IMMEDIATELY BEFORE PROCEEDING WITH CONSTRUCTION. TRUSS SHOP DRAWINGS MECHANICAL FACILITY TOO
<br /> _ 20. ALL LABOR, MATERIALS AND INSTALLATIONS MUST COMPLY WITH THE CODES AND DEPT OF TRANSPORTATION-DISTRICT 10
<br /> P.O. BOX 2048 M0.1 ** EQUIPMENT SCHEDULE, LEGEND AND NOTES M0 Dy. �=M:ELEVATION MARK LOCATO REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCY WHICH (1976 E. DR. MARTIN LUTHER KING JR BLVD 95205) MO.2 ** MECHANICAL SPECIFICATIONS
<br /> CHEM EXISTS BETWEEN THE REQUIREMENTS BY THE PLANS, SPECIFICATIONS, SAID CODES, STOCKTON, CA 95201 M2.1 ** MECHANICAL FLOOR PLAN ®v
<br /> EP wm-
<br /> FINISH TAG XX-X RULES AND REGULATIONS, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF M2.2 MECHANICAL ROOF PLAN DMV64 BY: AWARM Fft
<br /> THE ARCHITECT, IN WRITING FOR RESOLUTION. IF ANY CHANGE IN THE PLANS AND / APPLICABLE ( )PHONE: 209 948-7043 M6.1 ** MECHANICAL DETAILS
<br /> WINDOW TAG X OR SPECIFICATIONS OCCURS AS A RESULT OF THE REQUIREMENTS OF THE LIFE M6.2 ** HOOD & FAN SHOP DRAWINGS VERSION: FR GT No:
<br /> DOOR TAG X SAFETY CODE (NFPA 101) OR ANY OTHER AUTHORITIES HAVING JURISDICTION AFTER BUILDING CODE: 2013 CALIFORNIA BUILDING CODE M9.1 ** CONTROLS 17223
<br /> THE SUBMISSION OF BIDS, THEN THE BIDDERS WILL BE GIVEN THE OPPORTUNITY TO WITH CITY OF VISALIA AMENDMENTS ELECTRICAL
<br /> ADJUST THEIR BIDS, IF NECESSARY, ONLY FOR THE CHANGE.
<br /> WALL TAG XX 21. THE CONTRACTOR SHALL COORDINATE THE WORK WITH MECHANICAL, ELECTRICAL AND PLUMBING CODE: 2013 CALIFORNIA PLUMBING CODE PERMIT � . .. ; " E0.1 LEGEND, NOTES SCHEDULES DRAWING nTLE
<br /> PLUMBING DRAWINGS FOR ALL NECESSARY OPENINGS AND PENETRATIONS THROUGH 110.2 SPECIFICATIONS C01v� a ��1FEEF
<br /> XX WALLS, CEILING AND FLOORS.
<br /> KEYED NOTE ELECTRICAL CODE: 2013 CALIFORNIA ELECTRIC CODE E1.0 LIGHTING PLAN
<br /> 22. ALL EXPOSED PIPES, CONDUITS OR DUCTS IN FINISHES AREAS, WHETHER SHOWN ON MECHANICAL CODE: 2013 CALIFORNIA MECHANICAL CODE E2.0 POWER & LIGHTING SITE PLAN PLAN
<br /> DRAWINGS OR NOT, SHALL BE FURRED OUT WITH GYPSUM BOARD. FIRE CODE: 2013 CALIFORNIA FIRE CODE E2.1 POWER PLAN
<br /> E3.0 ELECTRICAL ROUGH-IN PLAN
<br /> 23. LOCATION OF ACCESS DOORS SUPPLIED BY MECHANICAL TRADES AND INSTALLED BY ENERGY CODE: 2013 CALIFORNIA ENERGY CODE E4.0 ELECTRICAL ROOF PLAN �� Noe
<br /> OTHERS SHALL BE DETERMINED IN THE FIELD THROUGH COORDINATION OF TRADES,
<br /> LOCATION OF LIGHT FIXTURES SHALL GOVERN POSITION OF DUCTS AND PIPES FOR 2013 CALIFORNIA GREEN BUILDING E5.0 COMMUNICATIONS PLAN
<br /> E5.1 DIAGRAMS DETAILS PART 1
<br /> WHICH ACCESS DOORS ARE REQUIRED. ACCESS DORS SHALL NOT BE PLACED IN STANDARDS CODE .2 DIAGRAMS & DETAILS PART 2
<br /> BY CASEWORK, ECT.
<br /> INACCESSIBLE POSITIONS OR IN THE WAY OF LIGHTS, GRILLS, REGISTERS, CONCEALED EE55.0 SINGLE LINE DIAGRAM 24. ALL DEFERRED SUBMITTALS SHALL BE REVIEWED BY THE DESIGN PROFESSIONAL IN E6.1 ELECTRICAL PANEL SCHEDULES
<br /> CHARGE AND FORWARD THEM TO THE BUILDING DEPT. INDICATING THAT THE E6.2 ELECTRICAL PANEL SCHEDULES
<br /> DEFERRED ITEMS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL E6.3 FAULT CURRENT CALCULATIONS
<br /> CONFORMANCE TO THE DESIGN OF THE BUILDING. PETROLEUM PLANS 71ml
<br /> SEE G.0.0 FOR DRAWING INDEX
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