|
� l I REFER TO SHEET 1 FOR CONTINUATION OF SPECIFICATIONS.
<br /> DIVISION 8 DOORS, WINDOWS & GLASS
<br /> UNDEVELOPED � EXG GRAVEL EXG MCC-2 o`Sl ® = EXG CONC �
<br /> ELEG PANEL n 1 PAD 08000 GENERAL INFORMATION:
<br /> o' A} REFER TO THE DOOR AND WINDOW SCHEDULES FOR ADDITIONAL v
<br /> 9g_• g•99`G 1 _ REQUIREMENTS. CONFIRM WITH THE OWNER FOR THE HARDWARE BRAND, LOCI{
<br /> _ 1 SYSTEM, FINISH, AND STYLE OF ALL MANUFACTURED DOOR AND WINDOW p
<br /> 1 i SYSTEMS. DOOR CONSTRUCTION IS TO COMPLY WITH SECTION 1008 OF THE 9 I n M
<br /> EX DOMESTIC1 2013CBC. n
<br /> 0
<br /> G i � �
<br /> 0
<br /> y]Ej,j,, 0, EXG CONC B) DOORS AND WINDOWS BETWEEN CONDITIONED AND UNCONDITIONED SPACES
<br /> O 'GG ST�p,E3 SHALL BE DESIGNED TO LIMIT AIR LEAKAGE INTO OR FROM THE BUILDING
<br /> a,�C bl ENVELOPE. ALL EXTERIOR DOORS AND WINDOWS ARE TO BE AN EXTERIOR
<br /> cnl BARRIER FOR A WEATHER TIGHT AND CLOSED BUILDING SYSTEM.
<br /> C) SITE-CONSTRUCTED DOORS AND WINDOWS, EXTERIOR JOINT'S, AND
<br /> ~EXG 6�ry� WB OPENINGS IN THE BUILDING ENVELOPE THAT ARE OBSERVABLE SOURCES OF AIR0
<br /> c51 EXG ELEC LEAKAGE SHALL BE CAULKED, GASKETED, WEATHER-STRIPPED OR OTHERWISE
<br /> EXG CONC o SEALED. n,
<br /> SLAB o a� pl PANEL. D) UNLESS NOTED; THE TOPS OF ALL ISOLATED WINDOWS ARE TO BE LOCATED w
<br /> rh
<br /> EXG GRAVEL EXG GRAVEL , EXG WELL � ) 7'-0" ABOVE FINISH FLOOR.
<br /> zpp EXG ml EXG CENTRIFUGE 08650 STORE FRONT: p a � jY LTJ Q
<br /> 9$ fpr 9$•4gr 6a'G pare Z PAD. � F" �1.0
<br /> ��; �_ r• gg. G I CONCRETE I A) ALUMINUM STORE FRONT WINDOW/DOOR SYSTEM IS TO HAVE BRONZE ANODIZE z \ �C
<br /> �o ��• PAVEMENT FRAME SECTIONS THAT ARE 2" x 4 1/2" FOR DOUBLE PANE, 1 3/4" x 4 1/2"
<br /> Z¢ 0FOR SINGLE PANE (CONFIRM SECTIONS WITH SUPPLIER) . ALL GLAZING & p I� N
<br /> �pCs Icl C) I FRAMING SECTIONS ARE TO BE DESIGNED FOR THE PROJECT'S NORMAL TO WALT, U C
<br /> >-I
<br /> WIND LOADING.
<br /> 08800 GLASS & GLAZING:
<br /> w 0 0 1) 0w W0
<br /> A) REFER TO CHAPTER 24 OF THE 2013CBC FOR THE PROJECT'S GLASS & \ l
<br /> p 1 GLAZING REQUIREMENTS.
<br /> 10
<br /> 9 DIVISION 9 FINTSHES s , .� 1r
<br /> .�
<br /> � � � 09000 GENERAL INFORMATION:0
<br /> 0 �
<br /> 00 0
<br /> l A) WALL AND CEILING MATERIALS SMALL COMPLY WITH CHAPTER 8 OF THE0
<br /> a
<br /> (Q z Z 2013CBC AND ARE TO NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN0
<br /> 0 s
<br /> O O 1 O EXG MAIN EXISTING TABLE 803.9 OF THE 2013CBC. -
<br /> rr,Z, 0 0ELECTRICALD 0 B) RESTROOM FLOORING IS TO BE APPROVED SMOOTH, HARD, NONABSORBENT r4
<br /> 0 0 PANEL. FERMENTING SURFACE {CERAMIC TILE, NON-ABSORBENT PORTLAND CEMENT/CONCRETE, 0
<br /> tz] W U] I TERRAZZO MARBLE...) . FLOORING IS TO EXTEND UPWARD ONTO THE WALLS AT W G1� ER
<br /> (EXG CELLAR LEAST 6 INCHES AND BE SEALED AGAINST WALL FOR WASHING & CLEANING OF 0NK U0 I ® 0 THE ROOM (NO GAPS AT ANY SEAMS) . WALLS WITHIN WATER CLOSET xUNDEVELOPED 98 +G 225 COMPARTMENTS TO A HEIGHT OF NOT LESS THAN 4 FEET AND WITHIN 2 FEET $ moo` � pO
<br /> AREA 9 'G 46'G 9x•520 z co h a
<br /> �� ��s pZr I OF THE FRONT AND SIDES OF URINALS TO A HEIGHT OF NOT LESS THAN 4 H
<br /> W BM 2 EXG rn CONCRETE WORK SLAB pp pg r0 WR 704.09+e 1 FEET, SHALL BE FINISHED WITH APPROVED SMOOTH, HARD, NONABSORBENT q r r U U
<br /> EXG 9g SURFACE (CERAMIC TILE, NON-ABSORBENT PORTLAND CEMENT/CONCRETE, w z o
<br /> c1 0' g
<br /> \1.
<br /> PDMH >' TERRAZZO, MARBLE. . . ) (GYPSUM WALLBOARD USED FOR BACKING IS TO BEG .9 pj3Q C�, WATER-RESISTANT, REFER TO SECTIONS 1210 AND 2509 OF THE 2013CBC)EXG GRAVEL \v' G 9 �i , g .{U A EXG I ACCESSORIES SUCH AS GRAB BARS TOWEL BARS PAPER DISPENSERS AND SOAP EXG CAPPED g`� Q�, � � r ' a ��z0��1 iK
<br /> ,r �• G �C a CONCRETE 1 DISHES, PROVIDED ON OR WITHIN WALLS, SHALL BE INSTALLED AND SEALED �
<br /> 9$ 92�G B PD EXG 8"PD I _C5 99.1'1 PAVEMENT TO PROTECT STRUCTURAL, ELEMENTS FROM MOISTURE. Q
<br /> Q
<br /> 98 C)�, W WQ I — — — — — — — C) CONFIRM WITH THE OWNER THE FINISH PAINTING, FLOORING AND TRIM w
<br /> MOLDING REQUIREMENTS FOR THE PROJECT.
<br /> m
<br /> EXG GRAVEL Wk 04 1`�
<br /> '7,
<br /> Ew, .\ 1 0
<br /> O W W � I 09250 GYPSUM WALLBOARD. ALL GYPSUM WALLBOARD IS TO BE 5/8" THICK
<br /> W 0) 1 9 EXG SEPTIC 1 AND IS TO CONFORM TO CHAPTER 25 OF THE 2013CBC FOR INSTALLATION
<br /> +G 9$ O q �'�`� 99' �o� TANK SYSTEM. UNLESS NOTED.
<br /> 9a 02 4$rG =�• I i� a �, � z
<br /> 9 W� T ngS� I 09550 SUSPENDED CEILING: THE SUSPENDED ACOUSTICAL CEILING SYSTEM IS Q
<br /> l 1 d6'p G o EXG TO CONFORM TO SEC 808 OF THE 2013CBC FOR DESIGN AND INSTALLATION. 14
<br /> THE SUSPENDED CEILING SYSTEM IS TO BE THE 1200 SYSTEM BY CHICAGO
<br /> Fi
<br /> Cb 0 O O EXG SITE EXISTING METALZIC CORPORATION (ICBG REPORT NO. 1905) OR EQUAL. THE MAIN
<br /> rr9-9.
<br /> EXG CO NC l RUNNERS #240, ARE TO RUN .PERPENDICULAR TO THE ROOF PURLINS/JOISTS
<br /> PAVEMENT CELLAR #1
<br /> 2+'SLFfh �+� 9g 00 rC PAVEMENT 1 '
<br /> �' � AND ARE TO BE SPACED AT 4'-0 Q.C. USE MINIMUM NO. 12-GAGE,
<br /> 9a —EXG LEACH g� 0 gE ABAND�D xN PLACE) EXG T 1 a
<br /> GALVANIZED, SOFT-ANNEALED, MILD STEEL WIRE AT 4'-0 SPACING ALONG THE u
<br /> IELD AREA �• � MAIN RUNNERS FOR TIES TO THE ROOF JOIST SYSTEM. PROVIDE ADDITIONAL H
<br /> s6,� l TIES AT 81-0 SPACING ALONG THE MAIN RUNNERS, INSTALLED APPROXIMATELY
<br /> ExG �? EXG GRAVEL 1 �A �jl 45 DEGREES IN ALL FOUR DIRECTIONS TO THE UPPER ROOF PURLINS/JOISTS, p Q
<br /> O �� EXG GRAVEL 1 EXISTING � ) FOR THE HORIZONTAL STABILITY OF THE CEILING SYSTEM. INSTALL O
<br /> ( - — — — — — —. —— — — — - DC � ® INTERMEDIATE CROSS MEMBERS (41210 AND #1226) TO FORM 2'-0 X 4'-0 � ✓-'
<br /> Oo O O 98, �1 'G W .2 OFFICE 8s,4FFICE W 1 CONNECT TOCEILING TEAHSWAiLAS NSTUDD(SEPARATION OFETHEACEI NGEAT#ALLgWALLSIS TOIS z
<br /> ��// EXG T EXG, SUGAR Sg•G +C, 1 EXG 98'6>, Q F'F i — REQUIRED) WITH (1) NO. 6 METAL SCREW TO STEEL STUDS {NO. 8 X 1 1/2" E
<br /> WING Q TEST STAND y$' og.3� i PP �'p WOOD SCREW AT WOOD STUDS) , AND TO EACH MAIN RUNNER WITH (1) 1/8" � � 0 Q
<br /> EXISTING 19'-3" S STEEL RIVET. NOTE, ALL PANELS, LIGHT FIXTURES, AND HVAC VENTS ARE
<br /> GATE TO BE REMOVED. 98 8 2 TO BE CLIPPED TO THE RUNNERS AND CROSS MEMBERS FOR WIND AND SEISMIC �
<br /> g2yc �'• spa STMILITY. VERIFY STYLE OF ACOUSTICAL LAY-IN PANELS WITH OWNER. H O
<br /> EXG GRAVEL EXG CONCRETE B 10'G EXG GRAVEL I9I Il' �� EXG SITE DIVISION 13 PRE-ENGINEERED MANUFACTURED ITEMS u Q
<br /> TRUCK SLAB. 9g PAVEMENT Q
<br /> ,.��--��-- --------r�r.•-----�-- .r Jnr r�+r�rr rr r.rr 1EYsB
<br /> a
<br /> SOUTH 0Fc/G SOUTH SOUTH 13122 GENERAL INFORMATION TO THE STEEL BUILDING MANUFACTURER
<br /> 766.58' —rr r—e0r.r00' r (SBM) :6gIC .
<br /> 9� 66rC
<br /> A) THE SM'S CCULATONS AND
<br /> RWNGS
<br /> RE TO COMlY
<br /> - EXG 8"NWS PROJECT"SBDRAWINGS ANDIMAINTAINDTHEIGRID ASYSTEM ASPNOTED.
<br /> THE u
<br /> 80FOR B) GOVERNING BUILDING CODE - 2C13CBC. NOTE THE STEEL BUILDING Ca a �
<br /> 9_7 ' _ SUPPLIER MUST FURNISH ADEQUATE STRUCTURAL CALCULATIONS AND DRAWINGS
<br /> - - - - - - - - - - - - - - - - - - - - - _ _ _ - - _ - FURRY ROAD _ T _ _ - _ - _ _ _ FOR THE DESIGN REVIEW AND PROJECT CONSTRUCTION AND ALSO FOR
<br /> 44
<br /> COMPLYING WITH THE SAN JOAQUIN COUNTY'S B.T.D. O W
<br /> C) ALL STRUCTURAL STEEL IS TO BE IN COMPLIANCE WITH THE "CODE OF p H
<br /> `�
<br /> STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" OF THE AISC z
<br /> T O P O GRA P I C SURVEY- WITHMANUAL, 13TH EDITION. ALL WELDING T5 TO BE PERFORMED IN COMPLIANCE
<br /> WITH CHAPTER 17 OF THE 2013CBC FOR SPECIAL INSPECTION OR BY AN � U H
<br /> APPROVED ICBG FABRICATION SHOP, FOR WELDER QUALIFICATION w 2) U) Q
<br /> N SCAJ,E: 1rr _ 34.Or - REQUIREMENTS, WELDING PROCEDURE, AND WELDING ELECTRODES, REFER TO W Q Q 0
<br /> y ►
<br /> APN: BK 061 PG 16 PARCEL 26 SECTION 2204.1 OF THE 2013CBC. O
<br /> D) ALL CONNECTIONS REQUIRING THE UTILIZATION OF HIGH STRENGTH W
<br /> 73.35 ACRES BOLTS, TYPES A325 & A490, ARE TO COMPLY WITH CHAPTER 17 OF THE H r� O r-I
<br /> 2013CBC FOR SPECIAL INSPECTION DURING ALL BOLT INSTALLATIONS AND
<br /> 124 (D
<br /> TIGHTENING OPERATIONS UNLESS NOTED. ALL HIGH STRENGTH BOLTS ARE TO w
<br /> BE INSTALLED AND TIGHTENED IN COMPLIANCE WITH AISC MANUAL, 13TH E
<br /> EDITION, ITEM J3, FOR MINIMUM PRE-TENSIONING CONNECTIONS. rj
<br /> E) REFER TO 01000C FOR THE PROJECT'S APPLIED LOADING CRITERIA. z
<br /> LEGEND F} ALL STRUCTURAL FRAMING (FRAMES, GTRTSr PURLINS, ETC.) TS TO HAVE ,
<br /> A COATING OF SHOP PRIMER PAINT THAT IS RUST INHIBITIVE.
<br /> G) METAL DECKING: ALL EXTERIOR STEEL PANELING BY THE SBM IS TO m
<br /> NOTE; C TOP OF CONCRETE. ,A DESIGNATES AN EXISTING FIRE HYDRANT. PROVIDE AN EXTERIOR BARRIER FOR A WEATHER TIGHT AND CLOSED BUILDING LDH O
<br /> CB TOP OF CATCH BASIN. SYSTEM. THE PANELING IS TO BE MINIMUM 26 GAGE THICKNESS WITH A G90 U � � H
<br /> 1. AT START OF CONSTRUCTION; THE PROJECT'S CONTRACTOR TS CR CROWN OF ROAD. F—o DESIGNATES AN EXISTING POWER POLE WITH ANCHOR. GALVANIZED BASE. THE CONTRACTOR IS TO PROVIDE THE OWNER WITH A y+
<br /> W H
<br /> TO REVIEW ALL EXISTING CONDITIONS ALONG WITH FIELD VERIFY / EP EDGE OF PAVEMENT. COLOR SELECTION CHART. SELECTED COLOR IS TO BE A BAKED-ON ENAMEL
<br /> FINISH OF MINIMUM .001." THICKNESS ON THE EXTERIOR SIDE AND .0006" � ..1 FLI ��I�"`+}}}
<br /> EXPOSE ALL ELECTRICAL / SEWER / WATER / GAS TIE-TNS TO FF FINISH FLOOR. ® DESIGNATES AN EXISTING ELECTRICAL VAULT, w
<br /> VERIFY THEIR EXISTING LOCATIONS, SIZE AND INVERT FOR FH FIRE HYDRANT. THICKNESS ON THE INTERIOR SIDE. O
<br /> H) FLASHING, TRIM, SEALANT, MASTIC, CAULKING, AND CLOSURES, AS a4
<br /> G FINISH GRADE. �� DESIGNATES AN EXISTING GAS METER.
<br /> COMPLIANCE WITH THE REQUIREMENTS OF THE PROJECT. REQUIRED BY THE SBM, ARE TO BE INCLUDED AND INSTALLED TO ACHIEVE A 0n . l
<br /> INV PIPE INVERT. WEATHER TIGHT AND CLOSED BUILDING SYSTEM. ALL APPLICATIONS OF pP., W O a
<br /> 2. THE PROJECT'S TEMPORARY BENCH MARK #1; CHISELED SQUARE PDMH PROCESS DRAIN MANHOLE. DESIGNATES EXISTING SUGAR TEST STAND FACILITY'S SEALANT, MASTIC AND CAULKING ARE TO ACHIEVE A MINIMUM 7 YEAR LIFE
<br /> ON THE TOP OF CONCRETE PAD AT THE SOUTHWEST CORNER OF THE PP POWER POLE. EXISTING 6" PROCESS DRAIN LINE / EXISTING 2" EXPECTANCY OF 1000- PERFORMANCE.
<br /> NOTED EXISTING MCC2, REFERENCE ELEVATION 100.00' . RIM TOP OF RIM. EXG 6"PD>/ EXG 2"NW / EXG E NON-POTABLE WATER LINE / EXISTING ELECTRICAL
<br /> RTP TOP OF RAISED TANK PAD. SERVICE PER 05/12/16 JQBSITE MEETING WITH MR. STAN DIVISION 15 MECHANICAL / ELECTRICAL 0 REV DATE BY
<br /> 3. THE PROJECT'S TEMPORARY BENCH MARK #2; CHISELED SQUARE SEP TOP OF BURIED SEPTIC TANK. HALL. a
<br /> ON THE TOP OF CONCRETE PAD AT THE NORTHWEST CORNER OF WORK TBM#1 TEMPORARY BENCH MARK. REFER TO NOTE #2. 15000 GENERAL INFORMATION:
<br /> AISLE NORTHWEST OF THE NOTED EXISTING TANK #2225 REFERENCE TBM#2 TEMPORARY BENCH MARK. REFER TO NOTE #3. DESIGNATE THE MAIN HIGH VOLTAGE BURIED ELECTRICAL A) THE PROJECT'S FLOOR PLAN LAYOUT BY ADVANCED DESIGN GROUP GOVERNS H
<br /> ELEVATION 100.01' . EXG PG&E 411EC OVER ALL OTHER PLUMBING, MECHANICAL & ELECTRICAL FLOOR PLAN LAYOUTS
<br /> TP TOP OF PAVING. SERVICE.
<br /> WB EXISTING WATER DISTRIBUTION BOX. WITH RESPECT TO FRAMING LAYOUTS (WALT, LOCATIONS, DOOR SWINGS, ETC,..) .
<br /> rr B) UNLESS NOTED; THE PLUMBING, MECHANICAL AND ELECTRICAL
<br /> 4 . SHADED AREA DESIGNATES THE LOCATION OF THE PROPOSED WR EXISTING 8 WATER RISER. DESIGNATES AN EXISTING LEACH FIELD DISTRIBUTION
<br /> PRODUCTION BUILDING. REFER TO SHEET 3 FOR THE PROJECT'S +C � CONTRACTORS ARE NOT TO CUT OR FIELD MODIFY AND STRUCTURAL ITEMS OF a
<br /> BOX WITH MANHOLE LTA.
<br /> SITE PLAN. as•aa DESIGNATES EXISTING GRADE ELEVATIONS. THE PROJECT WITHOUT CONFIRMATION FROM ADVANCED DESIGN GROUP. IF
<br /> DESIGNATES AN EXISTING SITE CATCH BASIN. THERE ARE ANY QUESTIONS OR CONCERNS, PLEASE CONTACT ADVANCED DESIGN
<br /> DESIGNATES A FINISH GRADE FLOW ARROW. GROUP (209) 577-3108.
<br /> 5. REFER TO SHEET 4a FOR THE PROJECT'S SITE GRADING & C) UNLESS NOTED; PLUMBING LINES ARE NOT PERMITTED WITHIN ANY
<br /> DRAINAGE PLAN. DESIGNATES AN EXISTING 6' HIGH WOVEN WIRE FENCE CONCENTRATED FOOTING WITHOUT CONFIRMATION FROM ADVANCED DESIGN z
<br /> DESIGNATES AN EXISTING 6' HIGH WOVEN WIRE FENCE, AND GATE THAT ARE TO BE REMOVED AND RELOCATED. GROUP. IF THERE ARE ANY QUESTIONS OR CONCERNS, PLEASE CONTACT
<br /> 3108
<br /> 9
<br /> 2
<br /> REFER TO THE PROJECT'S SITE PLAN FOR THE FENCE'S. & ADVANCED DESIGN GROUP ( 0 ) 577- .
<br /> 6, REFER TO SHEET 4b FOR THE PROJECT'S SITE UNDERGROUND TYP WHERE NOTED
<br /> Pte. GATE'S NEW LOCATION. D} PRIOR TO CONSTRUCTION; THE PLUMBING CONTRACTOR IS TO CONFIRM ALL o --
<br /> DESIGNATES AN EXISTING 6' HIGH WROUGHT IRON FENCE, FIXTURES FOR TYPE & STYLE WITH OWNER PRIOR TO ORDERING., DRATnTN BY: BAO
<br /> 7 . THE NOTED EXISTING SEPTIC & LEACH FIELD SYSTEM WAS TYP WHERE NOTED. d DESIGNATES EXISTING DECIDUOUS TREE. E) ALL UNDERGROUND WORK FOR ELECTRICAL, PLUMBING, ETC... IS TO HAVE
<br /> „ THEIR RESPECTIVE TRENCHES RECOMPACTED PRIOR TO POUR OR PAVING. W CHECKED BY: EH
<br /> 9 DERIVED FROM THE SAN JOAQUIN COUNTY'S ONSITE WASTEWATER REFER TO SPEC. 02200 FOR COMPACTION REQUIREMENTS. ***WARNING*** AT z
<br /> 'TREATMENT SYSTEM PERMIT" (#SR0032860 DATED 02/24/03) AND ® DESIGNATES AN EXISTING DISABLED ACCESS PARKING. DESIGNATES EXISTING EVERGREEN TREE {QUANTITY & �
<br /> LOCATION ESTIMATED) . START OF CONSTRUCTION; CONTRACTOR IS TO REVIEW / FIELD VERIFY /
<br /> FIELD REVIEW BY ADVANCED T�ESIGI GFtOtTP. NOTE THE FOLLOWING; [DATE. 07/25/16
<br /> ` # r-4
<br /> A} EXISTING PERMIT NOTED 7a DESIGN BASED UPON 100 EXG $rrNW— DESIGNATES AN EXISTING NDN POTABLE WATER LINE EXPOSE ALL ELECTRICAL / SEWER / WATER / GAS TIE-INS TO VERIFY THEIR
<br /> EMPLOYEES.) EXISTWITH SIZE NOTED. EXISTING LOCATIONS, SIZE AND INVERT FOR COMPLIANCE WITH THE
<br /> REQUIREMENTS OF THE PROJECT- UNLESS NOTED; THE FOLLOWING MINII4UM z SCALE: AS NOTED
<br /> B) RECONFIRMING 05/06/16 PHONE CONVERSATION WITH MR. DESIGNATES AN EXISTING SANITARY LEACH FORCE MAIN BURIAL COVER (ABOVE PIPE) IS TO BE MAINTAINED (REFER TO SPEC 15000E
<br /> CRAIG ROUS, DIRECTOR OF OPERATIONS & PLANNING; THE LINE WITH SIZE NOTED PER 05/12/16 JOBSITE MEETING FOR WATER LINES GREATER THAN 3" PIPE) v
<br /> MAXIMUM SITE EMPLOYEES PER SHIFT IS 40. " TYPE MATERIAL --TRAFFIC/FLOOR AREALANDSCAPEDAREA p RQ JE C T
<br /> >✓XG 2 SLFM _ WITH MR. STAN HALL. NOTE THAT THIS LINE IS TO BE ---- -------____.._- �� H -:
<br /> -<-7T= ABANDONED IN P=C T ABANDONED IN PLACE. REFER TO THE PROJECT'S SITE SEWER ABS/PVC 20 12
<br /> DRAINAGE / UNDERGROUND PLAN, SHEET 4, FOR THE NEW
<br /> SEWER IRON ----------- 12" ------------ - 12�, o
<br /> LOCATION OF THE SANITARY LEACH FORCE MAIN LINE. WATER PVC/IRON 24 24 0
<br /> GAS IRON ----------- 24" --------------- 24" Q 16013A
<br /> DESIGNATES AN EXISTTNG WATER LINE WITH SIZE NOTED ELECT PVC ------------ 24" -------------- 24"
<br /> -EXG 6"W— PER 05/12/16 JOBSITE MEETING WITH MR. STAN HALL. F) REFER TO SECTION 1011 OF THE 2013CBC FOR THE EXIT ILLUMINATION
<br /> REQUIREMENTS. z
<br /> G) REFER TO SECTION 1011 OF THE 2013CBC FOR EXIT SIGN REQUIREMENTS. H
<br /> DESIGNATES AN EXISTING TELEPHONE LINE PER 05/32/16 H) REFER TO CHAPTER 12 OF 2013CBC FOR VENTILATION REQUIREMENTS. w
<br /> EXG T JOBSITE MEETING WITH MR. STAN HALL THAT IS TO BE I) ALL OUTDOOR LIGHTING SHALL BE APPROVED BY THE PLANNING DIRECTOR Q SHEET NUMBER
<br /> MAINTAINED. PRIOR TO INSTALLATION AND SHALL BE SHIELDED FROM ADJACENT PROPERTIES
<br /> AS REQUIRED BY THE PLANNING DIRECTOR.
<br /> DESIGNATES AN EXITING SANITARY SEWER LINE WITH
<br /> -� EXG 4"SS SIZE NOTED (FIELD VERIFY) .
<br /> i
<br /> _ ....._ ..........
<br /> . _..-_ .........
<br /> JOAQUIN COUNTY S APPROVEDT ' DRAB i
<br /> N NOTE " � IT �. S _ . S
<br /> VERIFY
<br />
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