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257'-6' INTERPRETATION OF SPECIFICATIONS AND DRAWINGS 02700 SITE IMPROVEMENTS:
<br /> PROPERTY LINE SETBACK A) ALL SITE IMPROVEMENTS SHALL BE DONE IN ACCORDANCE WITH THE
<br /> (PARALLEL CONDITION) . THE SPECIFICATIONS AND THE DRAWINGS ARE INTENDED TO BE REQUIREMENTS OF SAN JOAQUIN COUNTY'S DEPARTMENT OF PUBLIC WORKS
<br /> ONSITE WATER STORAGE EXPLANATORY OF EACH OTHER. ANY WORK INDICATED IN THE DRAWINGS "BUILDING DEPARTMENT' S STANDARD SPECIFICATIONS', AND CHAPTER 70
<br /> TANKS. REFER TO m AND NOT IN THE SPECIFICATIONS, OR VICE VERSA, IS TO BE EXECUTED OF THE 1988 UNIFORM BUILDING CODE (UBC) FOR EXCAVATION AND
<br /> NOTE #11 . rr- + r AS IF INDICATED IN BOTH. WHERE THE PLANS OR SPECIFICATIONS GRADING. ALL ENCROACHMENT PERMITS FOR THE PROJECT ARE TO BE
<br /> N ror DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN OBTAINED PRIOR TO CONSTRUCTION. U
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<br /> 1°b 9• ��' a w i m S 0-z \t. COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL B) THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND
<br /> \; 99.so'c c o z F-0 0 0: r,,l PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF =EDERAL SAFETY REGULATIONS PERTAINING TO HIS OPERATIONS. HE Z w
<br /> q$ja� 97 u' °'�' �• �Jc •• •- a 02.35' Ln LL 0-UJ Cr cr u \�; FIRST QUALITY ARE TO BE USED. SHOULD IT APPEAR THAT THE WORK TO >HALL PROVIDE ALL LIGHTS. SIGNS. BARRICADES. FLAGMEN OR OTHER
<br /> - - __- . - - __ _ - • �- •• ' .�_ ..��. . I BE DONE, OR ANY OF THE MATTERS RELATIVE THERETO, IS NOT DEVICES NECESSARY FOR PUBLIC SAFETY. u a O
<br /> c � N89.50'29'E 6
<br /> ITQ �`r ^ r SUFFICIENTLY DETAILED OR EXPLAINED, THE CONTRACTOR SHALL APPLY TO z LILJ
<br /> s y 1 THE ENGINEER FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY. a ❑ w O
<br /> ' ' _ ti d+' ' • I IN THE EVENT OF ANY DOUBT OR QUESTIONS ARISING RESPECTING THE O Lu
<br /> • r; $ `- - 'J ` --- • TRUE MEANING OF THE SPECIFICATIONS AND DRAWINGS. REFERENCE SHALL cr Lb
<br /> b1 rr� , FFR BE MADE TO THE ENGINEER AND HIS DECISION THEREON SHALL BE FINAL. DIVISION 3 CONCRETE ~
<br /> 50.00' a Q Ln
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<br /> DIVISION 1 GENERAL REQUIREMENTS 03000 GENERAL INFORMATION: F Q .--,
<br /> • 98_33'08 •� c• -° 90- . A) ALL CONCRETE WORK IS TO CONFORM WITH THE REQUIREMENTS OF w Z Z U O
<br /> • p z W PP I 01000 GENERAL INFORMATION: SECTIONS 2603 THROUGH 2605 OF THE 1988 UNIFORM BUILDING CODE.
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<br /> I w LL zo 'G EXISTING FLOOD A) CONTACT LISTING: B) THE CONCRETE FOR THE SLAB AND FOOTINGS SHALL BE A WELL- °
<br /> I Ul a GRADED MIX OF CLEAN SAND AND 1-INCH MAXIMUM COARSE AGGREGATE. IT u (f� Lu Z
<br /> \y wra ; 9 .9 •G IRRIGATED ORCHARD. I z li
<br /> c- I1 , OWNER: SHALL CONTAIN A MINIMUM OF 5 SACKS OF CEMENT PER YARD AND BE w 00
<br /> EXISTING �< o X6 Q V w o I I MR. JOHN ARNETT PLACED WITH A MAXIMUM OF 3.5' OF SLUMP. MINIMUM CONCRETE 0 O O =
<br /> OPEN FLOOD ix0o zw 21167 S. SEIDNER AVE. STRENGTH (f'c) IS TO BE EQUAL TO 3000 PSI . AFTER A 28 DAY
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<br /> I IRRIGATED - n N w o 0o I G I I ESCALON. CA 95320 PERIOD. NOTE: THE DESIGN OF THE PROJECT' S FOUNDATION SYSTEM WAS o
<br /> GROUND. I - 50'-01 LLV ^� I (209) 869-4122 3ASED UPON A 2500 PSI CONCRETE DESIGN STRENGTH, SPECIAL z
<br /> -- 20' r P i rAF I, , ` INSPECTION OF THE FOUNDATION' S CONCRETE IS NOT WARRANTED. w
<br /> • I rIEXISTING SEPTIC ` GENERAL CONTRACTOR: -.J THE GENERAL CONTRACTOR IS TO COOPERATE, COORDINATE AND Z
<br /> ' v 29_5 ' �•G, vv TANK 8 LEACH f I MODERN STEEL STRUCTURES CONFIRM WITH ALL TRADES REGARDING THE INSTALLATION OF THEIR 0
<br /> c L-1 999 FIELD. 3924 STARLITE DR. REQUIRED EMBEDDED ITEMS PRIOR TO THE POURING OF CONCRETE.
<br /> G `C' \'?Q 112'- /a EICISTING 200A. , ' " � . CERES. CA 95307 D) THE FOUNDATION IS TO BE COMPLETELY INSTALLED PER PLAN AND i
<br /> qe/ \ 0 oo? 30. 120/240v. EXJG EXISTING CONC. DRIVE - I (209) 537-8985 SPECIFICATIONS PRIOR TO CONSTRUCTION OF FRAMING UNLESS NOTED. IT
<br /> PP/ fLIC. NO. 231041 (S RECOMMENDED THAT ALL CONCRETE BE ALLOWED TO SET FOR A MIN. OF
<br /> Y 98.33 ce ® I i > PANEL 'A'• WEW DAYS PRIOR TO FRAMING. 0
<br /> I �� D 8) GOVERNING BUILDING CODE - TITLE 24. 1988 UNIFORM BUILDING ) ALL CONTROL JOINTS ARE TO BE FILLED/SEALED WITH FORMULA T-25097.50'c ' 4 ns ` c9� . - " I j I z CODE, UMC a UPC AND 1991 NEC. '3Y PERMAGILE-SALMON LTD. . OR EQUAL. TO PREVENT DETERIORATION OF• . NG ALJ C) APPLIED DESIGN LOADS: JOINT AND EDGES.° yF 8� XG AGRICULTURAL ENCE / LIVE LOAD = 20.0 PSF (1988 UBC TABLE 23-C)F STORAGE STRUCTUR Q ")3100 CONCRETE FORMWORK: aNEXISTING IRRIGATION ,(40'x60' ) COLLATERAL ROOF LOAD = 3.0 PSF IMISC. ) -;1 ALL FORMWORK IS TO CONFORM WITH THE REQUIREMENTS OF =
<br /> PIPELINE. , / I SECTIONS 2606 AND 2607 OF THE 1988 UNC. o n
<br /> r- i WIND LOAD = 15.0 PSF. BASIC DESIGN PRESSURE 3) THE EMBEDMENT OF ALL ANCHOR BOLTS. REINFORCEMENT. INSERTS. w
<br /> ' TOTAL OF (21 •• ' ��Lrr � ' �J (75.0 MPH. . EXPOSURE U AND OTHER ITEMS REQUIRED BY THESE DRAWINGS SHALL BE ACCURATELY p
<br /> ° 0' ` PARKING 5PACE5 ,.q•,, p I z SET IN POSITION AND BE FIRMLY HELD IN PLACE PRIOR THE PLACING OF x
<br /> ro ' 57 ul HANDICAP O EXISTING SEPTIC • SEISMIC: ZONE III ONCRETE. 3 v
<br /> r EXISTING -- -- STALL. \� EXISTING �� ' TANK 8 LEACH FIELD. � ' ' , � z L
<br /> n / 98.00'G �. CONIC. -) REFER 70 THE ANCHOR BOLT LAYOUT PLAN BY THE STEEL BUILDING
<br /> I AGRICULTURAL \s - -�Iy' SPECIAL LOAD: REFER TO SPEC 13122E FOR CRANE LOADING. 'MANUFACTURER FOR THE LOCATION AND BOLT PROJECTION OF ALL ANCHOR 0 a
<br /> 3 STORAGE \`�f.' \+b •• ,l • APRON -- • . I, I I W dOLT5 REQUIRED FOR THEIR FRAMING SYSTEM. FOR CONNECTION OF THE w
<br /> o . STRUCTURE D) THE FOLLOWING IS THE LISTING OF THE PROJECT'S SPECIAL STEEL BUILDING'S FRAMED OPENING'S JAMB TO THE NOTED FOUNDATION
<br /> 'EXISTING GRAVEL ACCESS ROAD o, , INSPECTIONS. " • STEM: PROVIDE (2) 1/2' DIA. X 10" A307 ANCHOR BOLTS AND/OR (2) 7
<br /> ITEM REMARKS ',/2" DIA. HILTI KWIK BOLTS, 3.5• EMBED, IN COMPLIANCE WITH THEIR 0
<br /> � • a I ' WELDING REFER TO SPEC 131226 ANCHOR BOLT LAYOUT, TYPICAL UNLESS NOTED. 0
<br /> of I o C ) HIGH-STRENGTH BOLTING - REFER TO SPEC 13122D. m
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<br /> i � )3200 CONCRETE REINFORCEMENT: ALL REINFORCEMENT SHALL BE GRADE 0
<br /> I t a o E) REFER. TO THE PROJECT'S SITE PLAN FOR ALL PROPERTY LINES. 40 ASTM A615-40 (UBC 5TD. 26-4) WITH MINIMUM 20' WIRED TIED LAP `-
<br /> PARKING LAYOUT, EASEMENTS AND BUILDINGS. BOTH EXISTING AND PLICE5 UNLESS NOTED. ALL WELDED WIRE MESH FABRIC SHALL CONFORM Q
<br /> I PROPOSED. FOR THE DEVELOPMENT OF THIS PROJECT. ALL DISTANCES AND 10 ASTM A185 (UBC STD. 26-6) , a U
<br /> MEASUREMENTS ARE GIVEN AND WILL BE MADE IN A HORIZONTAL PLANE. z
<br /> • a •a. THE PROJECT'S SITE DESIGN/LAYOUT IS TO BE UTILIZED FOR THE w
<br /> wI CONSTRUCTION OF THIS PROJECT. z
<br /> I EXISTING
<br /> OPEN FLOODF) THIS SET OF DRAWINGS IS TO BE UTILIZED FOR THE CONSTRUCTION _
<br /> IRRIGA1 , OF THIS PROJECT AS NOTED WITHIN. IT IS NOT INTENDED NOR IS IT TO >IVISION 4 MASONRY Q
<br /> GROUND.
<br /> TED I r, ,0 1 BE IMPLIED THAT THESE DRAWINGS ARE TO PORTRAY CONSTRUCTION !4000 GENERAL INFORMATION: 03 J
<br /> i ft 'Z I REQUIREMENTS FOR ANY OTHER CONSTRUCTION NOT NOTED AND/OR LEGAL
<br /> pp OWNERSHIP/DIVISIONS OF LAND FOR THE PURPOSES OF ZONING OR REFER TO SEC. 2404 a 2405 OF THE 1988 UBC FOR GENERAL N J Q
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<br /> dI r I SUBDIVISION. ONSTRUCTION AND QUALITY CONTROL REQUIREMENTS. U
<br /> G) THE PROJECT' S BUILDING' S APPROVED NUMBERS OR ADDRESSES SHALL +) REFER TO SEC. 2402 OF THE 1988 UBC FOR THE QUALITY OF THE w U
<br /> • L I - l BE DISPLAYED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND +ATERIAL5 USED IN THE MASONRY. THE SPECIFIED COMPRESSIVE STRENGTH Q F- LLJ
<br /> EXLLJ Li
<br /> ISTING ) MASONRY = f'm = 1500 PSI . a
<br /> G OPEN FLOOD - - EXISTING DIRT ROAD - - LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. w LL E - L1�
<br /> IRRIGATED r I H) CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ) ALL CELLS ARE TO BE FULLY GROUTED U.L.N. w
<br /> GROUND. I u�l I RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF g z
<br /> ---" CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND 4100 MORTAR/GROUT: REFER TO SEC. 2403 OF THE 1988 UBC. TYPE r
<br /> • I PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT M' IS REQUIRED. REFER TO TABLE NO. 24-A OF THE 1988 UBC FOR u - Q� LLJ D
<br /> I l BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL `)RTAR PROPORTIONS BY VOLUME REQUIREMENTS. GROUT STRENGTH OF Q Q Q > f-
<br /> 000 PSI . AFTER A 28-DAY PERIOD IS REQUIRED. Q tJ
<br /> EDGE OF EXG PAVEMENT. DEFEND. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS w
<br /> i FROM ANY AND ALL PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING z LLJ
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<br /> FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR 00 CONCRETE MASONRY UNITS: ALL UNITS ARE TO BE GRADE 'N" u nQ I � ii: L-1 Cf'{, L _ THE ENGINEER. - OCK UNITS MEETING THE REQUIREMENTS AS SET FORTH IN UBC 0 EXISTING 1 IANDARDS NO. 24-4. NOMINAL SIZE IS 16• x 8' x 8• UNITS. UNITS z LL
<br /> OPEN FLOOD I ) ALL ABBREVIATIONS ARE IN COMPLIANCE WITH 'THE UNIFORM SYSTEM a
<br /> ' FOR ARCHITECTURAL WORKING DRAWING ABBREVIATIONS• UNLESS NOTED. ,";E TO BE INSTALLED INA COMMON BOND PATTERN WITH CONCAVE JOINT z Q z L11
<br /> IRRIGATED . NI5H U.L.N. PRIOR TO CONSTRUCTION. CONFIRM THE BLOCK UNIT'5 u z J 0
<br /> GROUND. 01050 SUMMARY OF WORK: ` TERIOR FINISH WITH OWNER. w w _J
<br /> A) THE WORK TO BE DONE CONSISTS OF FURNISHING ALL NECESSARY LLJLL]LLI LU
<br /> TOOLS. EQUIPMENT. APPARATUS. FACILITIES. LABOR AND MATERIALS '1250 MASONRY REINFORCEMENT: w
<br /> - - - - - • - �- •.�-..� ..�_ .. � .. � l.�-••�-- •� • • --••�-••�••---•�••�•• .• •.••�-•• ••� •• �•• •• ! NECESSARY TO PERFORM AND COMPLETE IN GOOD AND WORKMANLIKE MANNER ! REINFORCEMENT I S TO BE GRADE 40 ASTM 615-40. REFER TO THE I � lJ1 LLQ
<br /> 589'59'05'E 601 .92' I THE PROJECT HEREIN SPECIFIED AND CALLED FOR AND IN THE MANNER ' �aOJECT'S DRAWINGS FOR THE TYPICAL REINFORCEMENT LAYOUT UNLESSF-
<br /> DESIGNATED. AND IN STRICT CONFORMITY WITH THE SPECIFICATIONS AND )TED. REINFORCEMENT SHALL BE CONTINUOUS AROUND WALL CORNERS AND °z Ln
<br /> f`J DRAWINGS. THE CONTRACTOR IS TO PROVIDE ADEQUATE BRACING/SHORING ,ROUGH INTERSECTIONS. 0 Q Lf)
<br /> 5'-0 WIDE PROPERTY AS REQUIRED FOR THE ERECTION OF THIS STRUCTURE IN A SAFE MANNER. ALL REINFORCEMENT SPLICES ARE TO BE A MINIMUM 25' WIRE-TIED LLI 3 z
<br /> SITE P L A N LEGEND DEDICATION REQUIRED. ERECTION BRACING/SHORING NOT NOTED IS NOT PART OF THIS PERMIT. AP SPLICES UNLESS NOTED. a
<br /> B) THE CONTRACTOR IS TO COMPLY WITH THE SAN JOAQUIN COUNTY'S w (`
<br /> BUILDING INSPECTION DIVISION'S (B. I .D. ) INSPECTION REQUIREMENTS. ]VISION 6 WOOD w z z -10 LLJ
<br /> THE INSPECTION OF THE WORK SHALL NOT RELIEVE THE CONTRACTOR OF x C:� _ C)
<br /> SCALE: 1'=40.0' C TOP OF CONCRETE. ---- - -- --------- ------- --- THE OBLIGATION TO FULFILL THE CONTRACT AS PRESCRIBED. AND !'6000 GENERAL INFORMATION: Q Q ,� Q
<br /> ASSESSOR'S PARCEL No. 249-20-40 FR FIRE RISER CONNECTION NOTE: DEFECTIVE WORK SHALL BE MADE GOOD AND UNSUITABLE MATERIALS MAY BE ALL LOW VELOCITY (L.V. ) FASTENERS ARE TO BE HILTI 'DN' . 145' w
<br /> 5.53 ACRES NET FL FLOWLINE ;1ANK FASTENERS WITH MINIMUM 1-1/8' PENETRATION UNLESS NOTED. x LL N
<br /> G FINISH GRADE. 1. HANDICAP SIGNAGE SHALL BE PROVIDED AT ALL REJECTED. NOTWITHSTANDING THAT SUCH DEFECTIVE WORK AND MATERIALS
<br /> ENTRANCES TO THE PARKING LOT, AT ALL HANDICAPPED HAVE BEEN PREVIOUSLY OVERLOOKED BY THE INSPECTOR/ENGINEER AND THE UTILIZATION OF SIMPSON STRONG-TIE CONNECTORS IS TO BE w
<br /> GB GRAVEL BASE. NSTALLED PER MANUFACTURERS SPECIFICATIONS U.L.N. z
<br /> PP POWER POLE. PARKING STALLS, AT ALL PRIMARY ENTRANCES TO THE ACCEPTED OR ESTIMATED FOR PAYMENT.
<br /> BUILDING. AND AT HANDICAP RESTROOMS. REFER TO v,
<br /> TP TOP OF PAVING 5HEET 4. NOTES 'H" 6 'I- FOR THE SITE HANDICAP 0100 ROUGH CARPENTRY: x Q
<br /> REQUIREMENTS. DIVISION 2 SITE WORK GENERAL CONSTRUCTION OF THE WOOD MATERIAL IS TO CONFORM TO u z
<br /> Z DESIGNATES EXISTING GRADE ELEV. (::CTIONS 2516 AND 2517 OF THE 1988 UBC. x
<br /> ! 2. REFER TO SHEET 4 FOR THE FUNDICAP a STANDARD > Q U
<br /> PARKING STALL'S STRIPING a PDSarG REQUIREMENTS. 02000 GENERAL INFORMATION: ALL LUMBER FRAMING MEMBERS ARE TO BE DOUGLAS FIR-LARCH x
<br /> r-DESIGNATES NEW GRADE ELEV. A) CONFIRM WITH THE OWNER FOR THE REQUIREMENTS FOR TREATMENT / 5URFACED DRY OR SURFACED GREEN. USED AT 192 MAX. M.C. ) . r U • • !--' Q
<br /> • 3. PROVIDE LEVEL LANDING AT ALL MANDOOR ENTRANCES STERILIZATION OF SOIL FOR TERMITES AND REGROWTH. ALL MEMBERS UNLESS NOTED ARE TO BE GRADE NO. 2 OR EQUAL. m LLJ � I--- �
<br /> -- ' '' " I ..__ _ FOR HANDICAP ACCF55 WITH SLOPE AWAY FROM LANDING REFER TO TABLE NO. 25-0 OF THE 1988 UBC FOR THE NAILING a w Q
<br /> AT A MAX. 1:20 SLOPE TO BLEND INTO THE NOTED 02200 EARTHWORK RECOMMENDATIONS: "_HEDULE UNLESS NOTED. O
<br /> - FIN15H GRADES. REFER TO 'LEVEL FLOOR OR LANDING" Al ALLORGANIC MATERIALS. DEBRIS AND APPROVED ASPHALTIC ALL INTERIOR NON-BEARING STUD WALL SYSTEMS U.L.N. ARE TO BE a Q z V z
<br /> DETAIL AND NOTES 'D' a •E• OF 31EET 4 FOR HANDICAP ! � 3 Q Q
<br /> REQUIREMENTS
<br /> i CONCRETE AND EXISTING STRUCTURES ARE 10 BE REMOVED FROM THE JNSTRUCTED OF 2 X 4 #2 OF STUDS AT 24' O.C. WITH 5/8' GYP. w
<br /> i . ! ,-
<br /> ! PROPOSED CONSTRUCTION AREA. UNLESS NOTED., ALLBOARD EACH SIDE. PROVIDE ONE PIECE DOUBLE TOP PLATES FOR ALL a (1_ Q _J U
<br /> 4. CONTRACTOR 15 TO FIELD VERIFY ALL EXISTING B) THE EXPOSED NATIVE GROUND 50IL IS TO BE STRIPPED. SCARIFIED ALLS WITH INTERSECTING TRANSVERSE TOP PLATES AT 14' AND LESS. 0
<br /> WATER a SEWER LINES PRIOR TO CONSTRUCTION. TO A MINIMUM DEPTH OF 6 INCHES. M015TURE CONDITIONED. AND {EN TOP PLATES ARE SPLICED OR WHEN INTERSECTING TRANSVERSE TOP
<br /> RECOMPACTED TO ACHIEVE AT LEAST 90i OF THE MAXIMUM DRY DENSITY AS0.ATES ARE GREATER THAN 14' , PROVIDE 2 X 4 KICKERS 48" O.C. AT 45
<br /> S. THE 5' PROPERTY DEDICATION TO THE SEIDNER 0
<br /> ,rhes I ® i ; AVENUE'S RIGHT-OF-WAY AT THE EAST PORTION OF THE . . TOP OF UPPER ROOF/FLOOR FRAMING FOR LATERAL SUPPORT z
<br /> DETERMINED BY ASTM D15574GTO
<br /> •rr ! ; • � ► PROPERTY 15 TO BE HANDLED BY THE OWNER DIRECTLY C) FILL MATERIAL, NATIVE OR IMPORTED. IS TO BE CLEAN 'ROVIDE (2) 16d COMMONS TOENAILED AT EACH END OF KICKER FOR v, REv DATE By
<br /> A. ® ® i ^ hh,rs •rshcs WITH THE SAN JOAQUIN COUNTY'S BUILDING DEPARTMENT. NONEXPANSIVE GRANULAR SOIL. ALL FILL IS TO BE PLACED IN LIFTS OF JNNECTION TO TOP PLATE AND UPPER FRAMING) . PROVIDE L.V. z
<br /> APPROXIMATELY 6 INCHES THICK. MOISTURE CONDITIONED AS NECESSARY aSTENER5 AT 32. O.C. FOR CONNECTION OF BOTTOM PLATE TO CONCRETE.
<br /> 6. AN OFFSITE ENCROACHMENT PERMIT 15 REQUIRED TO AND COMPACTED TO ACHIEVE AT LEAST 90% OF THE MAXIMUM DRY DENSITY ALL FRAMED OPENINGS. UNLESS NOTED, PROVIDE 4 x 10 #2 OF HEADER
<br /> I •♦es ACS ' ( n n hct • It ws ' BE OBTAINED BY THE CONTRACTOR FROM THE SAN JOAQUIN
<br /> rtr +tr .rr AS DETERMINED BY ASTM D1557. UNLESS OTHERWISE NOTED (SEE SPED TH SINGLE CRIPPLE AND DOUBLE KING STUDS. w IST
<br /> COUNTY'S DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY 2308DITOTSRNOT TCED IF THE PREVIOUS w II _JI
<br /> OFFSITE CONSTRUCTION IN THE STREET. 00 ) . ADDITIONAL LIFARE OO BE PLAx
<br /> ' LIFTS DID NOT MEET THE REQUIRED DRY DENSITY OR IF SOIL CONDITIONS
<br /> » I I 7. THIS PERMIT DOES NOT APFROVE ANY EXTERIOR ARE NOT STABLE.
<br /> P SIGNS. SEPARATE SAN JOAQUIN COUNTY'S PERMITS ARE z
<br /> �� Dl COMPACTION OF ALL AGGREGATE BASEROAT MATERIALS UNDER THE
<br /> ��9 ZONING: AG-40 (AGR) . DISTRICTS. SA-92-18. 1 REQUIRED FOR SIGNS. PROPOSED ASPHALT PAVEMENTS ARE TO BE AT LEAST 95% RELATIVE 3
<br /> 0
<br /> 4•fall ,k., COMPACTION AS DETERMINED BY ASTM D1557. x
<br /> I CONSTRUCTION TYPE: V lNI (SINGLE STORY) 8, OVEQU I5 TO MAINTAIN THE REPAIR WORK OF ALL w
<br /> • ,,, / FARM EQUIPMENT BUSINESS WITHIN THE PROPOSED y
<br /> sw • AV" r"• � � i BUILDING. THERE SHALL BE NO OUTDOOR ACTIVITIES 1 02300 FOUNDATION: w
<br /> OCCUPANCY TYPE: B-2 (STORAGE OF NON HIGHLY FLAMMABLE OR ASSOCIATED WITH THE COUNTY'S SA-92-18 PERMITTED A) THE 501L' S ESTIMATED CLASSIFICATION IS CLASS 5 WITH AN
<br /> COMBUSTIBLE MATERIALS. THE ALLOWABLE HAZARDOUS MATERIALS USE. ALLOWABLE ESTIMATED BASIC SOIL BEARING VALUE OF 1000 PSF AS a
<br /> AMOUNTS NOTED IN TABLE NO. 9-A & 9-B OF THE 1988 UBC 15 NOT SPECIFIED IN TABLE 29-B OF THE 1988 UNIFORM BUILDING CODE, w DRAWN BY TAL
<br /> ' \ 9. THE PROP05ED GRAVEL AREA AND THE NOTED
<br /> .0 TO BE EXCEEDED. OWNER IS TO BE RESPONSIBLE IN MAINTAINING i� B) ALL BEARING FOUNDATIONS SHALL BE PLACED INTO FIRM, NATURAL, w
<br /> •II Kt .rr - THIS OCCUPANCY. ) EXISTING GRAVEL ACCESS ROAD IS TO BE 6 INCHES OF ,�.. z0
<br /> ROCK BASE AND I5 To BE MAINTAIN BY OWNER. UNDISTURBED SOIL OR MINIMUM 957. COMPACTED FILL. o " CHECKE 4
<br /> [et It ! ��1 co, I/ •• •' '� �i� C) THE FOUNDATION DESIGN IS BASED UPON THE REACTIONS BY THE SBM t,,, 4A'�t ""� ' '' r �� -
<br /> s ACTUAL AREA: 5999.99 50. FT. (STORAGE) 10. THE EXISTING SINGLE OCCUPANCY RESTROOM FOR THEIR STEEL FRAMING SYSTEM (REFER TO VARCO PRUDEN'5 *,A
<br /> \ �• • hos •tr .•". FACILITY IN THE EXISTING AGRICULTURAL STORAGE CALCULATIONS. JOB #46092. PAGES A4 TO A7 DATED 02/04/92) . va` : a'0 ¢ DATE02/21
<br /> ALLOWABLE AREA: 12000 SO. FT. = 8000 x 1 .50 BUILDING 15 TO BE ABANDON. i, �,�4�r.> "'' 1 ,���" -\N i
<br /> (INCREASE PER SEC. 506(a) l , TWO 60' SIDEYARDS) 11• THE ONSITE WATER STORAGE 15 TO BE A MINIMUM 02550 SITE UTILITIES: 8 GP``' OAb NU I ED
<br /> BURIED TAWS. UND 24.750 TAWS ARENS OF ETTOSBEE INTERCONNECCTTED FOR ID IN UNDERGROUNDli PIPOF
<br /> RINGEANDOUTILITIESTHE BREQUIREMENTS.ING AND ALL UNDERGROUNDCAL PLANS FOR HUTILITIESOARE �,,\��` 0140
<br /> o SCALE
<br /> �0 I•.Z�� EQUALIZATION. VENTED. AND FLOAT ACTIVATED To i' TO BE IN PLACE PRIOR TO THE PLACING OF PAVING. SIDEWALK. OR 2 41 MAINTAIN FULL CAPACITY. PROVIDE 4' DIAM SCH 40 BUILDING FOUNDATION. \` PROJECT
<br /> B U I L Q I NG ANALYSIS
<br /> STEEL PIPE FIRE HYDRANT R15ER WITH CAP (NTS) A5 B) ALL NEW AND EXISTING UTILITIES ACCESSES (MANHOLEWATER w
<br /> 0 ft ACI wrr N .NOTED ON SITE PLAN. VERIFY IN5TALLATION WITH THE w
<br /> SAN JOAQUIN COUNTY FIRE DEPARTMENT. VALVE CASTINGS AND COVERS. ETC. ) SHALL BE ADJUSTED TO FINISH 0
<br /> GRADE BY THE CONTRACTOR AFTER IMPROVEMENlFS ARE COMPLETE. w 91 - 127
<br /> \ v • . ,o ., � PARKING REQUIREMENTS [5 1 CAR PER EMPLOYEE. x
<br /> � � 12. 100.00• ELEVATION NOTED ON THE NORTHWEST Cl THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING ,.
<br /> '
<br /> ro' h r " ' " CORNER OF THE EXISTING CONCERTE APRON l5 A UTILITIES (USA 800-642-2444 NORTHERN & CENTRAL CALIFORNIA. USA
<br /> TOTAL EMPLOYEES ON SITE = 3.0 (INCLUDING OWNER)
<br /> \ .foo'
<br /> � � .�•r rr• w. w 1 rx ; i REFERENCE ELVAT ION ONLY FOR THE CONSTRUCTION OF 800-422-4133 SOUTHERN CALIFORNIA AND USA 800-2272600 NEVADA)
<br /> O
<br /> REQUIRED PARKING SPACES = 3.0 CAR SPACES ONLY THE PROPOSED BUILDING PAD L GRADING AS NOTED. PRIOR TO THE START OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR
<br /> THE PROTECTION AND CONTINUED OPERATION OF ALL EXISTING UTILITIES. n q '
<br /> /w/t A/AO FON /jo /� THE CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES IF 1� F� p tla �; V!%� L�+
<br /> ASSESSvEN7 USE OAC/ �7J '` O TOTAL PARKING SPACES PROVIDED IS (2) PARKING SPACES WITH AN CONFLICTS ARISE. U �1 SHEET NUMBER
<br /> ADDITIONAL HANDICAP STALL.
<br /> .�.. C•n„.n ,n (',r N•t /I Cflft/• • ' f 1/ .n r`t ,,^A7 _ /'+.+ �n I'I'I
<br /> 1 o f S
<br /> ASSESSOR ' S PARCEL MAP PARKING ANALYSIS FILES: 1271 , IBT, PBA. PBB, PBC -- -
<br />
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