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<br /> STI SEPTIC TANK SPECIFICATIONS & DETAILS. ENVIRONMENTAL HEALTH DEPARTMENT a
<br /> 600 E.MAIN STREET• STOCKTON CA 95202 a
<br /> 5T2 SEPTIC TANK DETAILS. (209)468.3420 ILL
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<br /> INTERPRETATION OF SPECIFICATIONS AND DRAWINGS D) REFER TO THE PROJECT'5 SITE PLAN FOR ALL PROPERTY LINES. PARKING 01050 SUMMARY OF WORK: DIVISION 2 SITE WORKz
<br /> 02$00 SITE IMPROVEMENTS: A) A CONCRETE FORMWORK: REV PATE BY
<br /> LAYOUT. EASEMENTS AND PROJECT.
<br /> BOTH EXISTING AND PROPOSED, FOR THE A) THE WORK TO BE DONE CONSISTS OF FURNISHING ALL NEtE55ARY TOOLS. a) ALL SITE IMPROVEMENTS SHALL BE DONE 1N ACCORDANCE WITH THE A) ALL FORMWORK IS TO CONFORM u1TH THE REQUIREMENTS OF 7 4A
<br /> THE SPECIFICATIONS AND THE DRAWINGS ARE INTENDED TO BE EXPLANATORY OF DEVELOPMENT OF THIS PROJECT. ALL DISTANCES AND MEASUREMENTS ARE GIVEN EQUIPMENT. APPARATUS. FACILITIES. LABOR AND MATERIALS NECESSARY TO 02040 GENER,IL INFORMATION: REQUIREMEN75 OF SAN JOAQUIN COUNTY'S DEPARTMENT F SEC IONS 1906 z
<br /> £ 0 PUBLIC WORKS AND 1907 OF THE 2007 CBC. a
<br /> EACH OTHER, ANY WORK INDICATED IN THE DRAWINGS AND NOT IN THE AND WILL BE MADE IN A HORIZOe.TAL PLANE. THE PROJECT'S SITE PERFORM AND COMPLETE IN GOOD AND WORKMANLIKE MANNER THE PROJECT HEREIN A) APPROPRIATE DUST CONTROL 15 TO BE PROVIDED FOR THE ALLEVIATION OR
<br /> SPECIFICATIONS, OR VICE VERSA, I5 TO BE EXECUTED AS IF INDICATED IN DESIGN/LAYOUT 15 TO BE UTILIZED FOR THE CONSTRUCTION OF THIS PROJECT. SPECIFIED AND CALLED FOR AND 1N THE MANNER DESIGNATED, AND IN STRICT PREVENTION O[ T N "BUILDING DEPARTMENT'S STANDARD SPECIFICATIONS". AND SECTION 1$03 T B) THE EMBEDMENT OF ALL ANCHOR BOLTS, REINFORCEMENT, INSERTS, AND a
<br /> BOTH. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK THE PROJECT'S 517E PLAN 15 BASED UPON THE FOLLOWING DOCUMENTATION. IT CONFORMITY WITH THE SPECIFICATIONS AND DRAWINGS. THE CONTRACTOR 15 TO RUS NUISANCE. AT THE CONTRACTOR'S EXPENSE. THE 2007 CBC APPENDIX FOR E EXCAVATION AND GRADING. ALL ENCROACHMENT OTHER ITEMS REQUIRED BY THESE DRAWINGS SHALL BE ACCURATELY SET [N w
<br /> IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL. IT [5 UNDERSTOOD THAT ONLY 15 NOT INTENDED NOR 15 IT TO BE IMPLIED THAT THE EX15TING SITE PROVIDE ADEQUATE BRACING/5HORING AS REQUIRED FOR THE ERECTION OF THIS 02100 FOUNDATION: PERMITS FOR THE PROJECT ARE TO BE OBTAINED PRIOR TO E AND FEDERAL P05ITION AND B£ FIRMLY HELP IN PLACE PRIOR THE PLACING OF CONCRETE. �^
<br /> 8) THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL. STATE AND FEDERAL LL'
<br /> THE BEST GENERAL PRACTICE 15 TO PREVAIL AND THAT ONLY MATERIALS AND CONDITIONS WERE DERIVED FROM THE REVIEW / RESEARCH BY ADVANCED DE5IGN STRUCTURE IN A SAFE MANNER, ERECTION BRACING/SHORING NOT NOTED 15 NOT A) THE 50IL'5 ESTIMATED CLASSIFICATION 15 CLASS 5 WITH AN ALLOWABLE SAFETY REGULATIONS PERTAINING TO H 5 P RAT
<br /> 1 0 E IONS. HE SHALL PROVIDE ALL 03200 CONCRETE REINFORCEMENT: ALL REINFORCEMENT SHALL BE GRADE 64
<br /> WORKMANSHIP OF FIRST QUALITY ARE TO BE USED. SHOULD 1T APPEAR THAT THE GROUP OF ANY DOCUMENTATION Tn,T 15 NOT LISTED BELOW. PART OF THIS PERMIT. ESTIMATED BASIC SOIL BEARING VALUE OF 1500 PSP AS SPECIFIED IN TABLE LIGHTS. SIGNS. BARRICADES. FLAGMEN OR OTHER DEVICES NECESSARY FOR ASTM A615-60 WITH MINIMUM 28' WIRED TIED LAP SP N z
<br /> WORK TO BE DONE, OR ANY OF THE MATTERS RELATIVE THERETO. ]S NOT 1. ASSESSOR'S PARCEL MAP; Bk 011. Pg 15. PARCEL a2. B) THE CONTRACTOR IS TO COMPLY WITH THE SAN JOAQUIN COUNTY'S BUILDING 1$04.2 OF THE 2007 CBC. PUBLIC SAFETY. SPLICES UNLESS NOTED. ALL
<br /> SUFFICIENTLY DETAILED OR EXPLAINED. THE CONTRACTOR SHALL APPLY TO THE 2. RECORDED DEED: #971 +--734. INSPECTION DIVISION'S (B.I.D.) INSPECTION REQUIREMENTS. THE INSPECTION B) ALL BEARING FOUNDATIONS SHALL BE PLACED INTO FIRM, NATURAL. WELDED WIRE MESH FABRIC SHALL CONFORM TO ASTM A165. -
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<br /> ENGINEER SUCH FURTHER A MAY B NECESSARY. 1N THE E) THIS SET OF DRAWINGS i5 ;0 BE UTILIZED FOR THE CONSTRUCTION OF THIS OF THE WORK SHALL NOT RELIEVE THE CONTRACTOR OF THE OBLIGATION TO UNDISTURBED 501E OR MINIMUM 95% COMPACTED FILL. DIVISION 3 CONCRETE DIVISION 15 MECHANICAL/ELECTRICAL o
<br /> EVENT OF ANY DOUBT OR QUESTIONS ARISING RESPECTING THE TRUE MEANING OF PROJECT AS NOTED WITHIN BASED UPON THE FOLLOWING: FULFILL THE CONTRACT AS PRESCRIBED, AND DEFECTIVE WORK SHALL BE MADE
<br /> THE SPECIFICATIONS AND DRAWINGS. REFERENCE SHALL BE MADE TO THE 1. APPROVAL [CONSTRUCTION PERMIT) BY SAN JOAQUIN COUNTY'S BUILDING GOOD AND UNSUITABLE MATERIALS MAY BE REJECTED. NOTWITHSTANDING THAT 02200 EARTHWORK REQUIREMENTS: 03000 GENERAL INFORMATION; 15000 GENERAL INFORMATION: N
<br /> ENGINEER AND HIS DECISION THEREON SHALL BE FINAL. INSPECTION DIVISION'S (B. I.D.). SUCH DEFECTIVE WORK AND MATERIALS HAVE BEEN PREVIOUSLY OVERLOOKED BY A) ALL ORGANIC MATERIALS. DESR15 AND APPROVED ASPHALTIC CONCRETE AND A) ALL CONCRETE WORK 15 TO CONFORM WITH THE REQUIREMENTS OF SECTIONS A) A UNDERGROUND w
<br /> 2. VERIFICATION WITH THE BUILDING INSPECTION DIVI5ION'S APPROVED THE INSPECTOR/ENGINEER AND ACCEPTED OR ESTIMATED FOR PAYMENT, EXISTING STRJCTURES ARE TO BE REMOVED FROM THE PROPOSED CONSTRUCTION ALL U DE GROUND WORK FOR ELECTRICAL. PLUMBING. ETC... IS TO HAVE c
<br /> _ _ _ 1903 THROUGH 1905 OF THE 2007 CBC. THEIR RESPECTIVE TRENCHES RECOMPACTED PRIOR TO POUR OR PAVING. REFER D
<br /> DIVISION 1 GENERAL REQUIREMENTS PROJECT'S DRAwINGS(Bu1LDINC PERMIT No. - ) , AREA. UNLESS NOTED. B) THE CONCRETE FOR THE SLAB AND FOOTINGS SHALL BE A WELL-GRADED MIX TO SPEC. 02200 FOR COMPACTION REQUIREMENTS. ***WARNING*** AT START F '
<br /> 3. IT 15 NOT INTENDED NOR 15 IT TO BE IMPLIED THAT THESE DRAWINGS 0:1100 SCHEDULES: THE CONTRACTOR IS TO SUBMIT TO THE OWNER A LIST OF ALL 63 THE ExP05ED NATIVE GROUND SOIL 15 TO BE STRIPPED. SCARIFIED TO THE OF CLEAN SANG AND l-INCH MAXIMUM COARSE AGGREGATE, IT HA N 0 a
<br /> 01000 GENERAL INFORMATION: ARE TO PORTRAY CONSTRUCTION REQUIREMENTS FOR ANY OTHER SUBCONTRACTORS AND TESTING AGENCIES AS SOON AS POSSIBLE. THE DEPTH OF ANY UNCOMPACTED EXISTING SOIL CONDITIONS !MINIMUM 6 INCHES OF MINIMUM 5 LL CONTAIN A CONSTRUCTION: CONTRACTOR IS TO REVIEW / FIELD VERIFY / EXPOSE ALL W
<br /> OF 5 SACKS OF CEMENT PER YARD AND 'f PLACED WITH A MAXIMUM OF ELECTRICAL / SEWER / WATER / GAS TIE-INS TO VERIFY THEIR EXISTING LL
<br /> Al CONTACT LISTING: CONSTRUCTION NOT NOTED AND/OR LEGAL OWNERSHIP/DIVISIONS OF LANA CONTRACTOR 15 TO ALSO SUBMIT WORK PROGRESS AND CRITICAL PATH SCHEDULES DEPTH) , MOISTURE CONDITIONED. AND REtOMPACTED TO COMPLY WITH THE 3.5. OF SLUMP, MINIMUM CONCRETE STRENGTH ',f'c) 15 TO BE EQUAL TO LOCATIONS. SIZE AND INVERT FOR COMPLIANCE WITH THE REQUIREMENTS F THE Z DRAWN BY DL W
<br /> FOR THE PURPOSES OF ZONING OR SUBDIVISION. AT THE START OF THE PROJECT AND 15 TO UPDATE AS REQUIRED TO KEEP THE SPECIFICATION 02200C. 3000PS1. AFTER A 28 DAY PERIOD. 0 E o
<br /> OWNER; Fl THE PROJECT'S BUILDING'S .^PPROVED CONTRASTING NUMBERS OR ADDRESSES OWNER KNOWLEDGEABLE OF THE PROJECT'S SCHEDULE. C) FILL MATERIAL, NATIVE OR IMPORTED. 15 70 BE CLEAN NONEXPANSIVE NOTE: PROJECT. UNLESS NOTED: THE FOLLOWING MINIMUM BURIAL COVER (ABOVE
<br /> P]PE1 IS TO BE MAINTAINED. ix CHECKED 8Y EH
<br /> SUTTER HOME GRANULAR SOIL. ALL FILL [S TO BE PLACED 1N LIFTS OF APPROXIMATELY 6 1. THE DESIGN OF THE PROJECT'S FOUNDATION SYSTEM WAS BASED TYPE MATERIAL TRAFFIC / FLOOR AREA LANDSCAPED AREA WINERY. INC. SHALL BE DISPLAYED IN SUCH A POSITION A5 70 BE PLAINLY VISIBLE AND E ix
<br /> c/o TRINCHERO FAMILY ESTATES LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY IN COMPLIANCE 0:1200 SAMPLES: THE CONTRACTOR IS TO SUBMIT AT THE OWNER'S REQUEST INCHES THICK. MOISTURE CONDITIONED AS NECESSARY AND COMPACTED TO UPON A 2500PS1 CONCRETE DESIGN STRENGTH, SPECIAL INSPECTION SEWER ------------ - ------------------- -
<br /> SE E ABS/PVC 20
<br /> 18667 JACOB BRACT( RD. WITH SEC 505 OF THE 2007 CPLiFOftN[A FIRE CODE. SAMPLES OF ANY MATERIAL NOT SPECIFICALLY NOTED 1N THE SPECIFICATIONS OR ACHIEVE AT LEAST 90% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM OF THE FOUNDATION'S CONCRETE IS NOT WARRANTED. SEWER IRON --------------- ------------------ 12-
<br /> 12 12 z DATE 04/14/10
<br /> LODI. CA 95242 G) THE PROJECT'S SITE 15 TO ADDRESS A KEY BOX TO ALL RESTRICTED AREAS DRAWINGS FOR APPROVAL (I.E. COLOR SAMPLES AND SELECTION CHARTS. WALL 01557, UNLESS OTHERWISE NOTED (SEE SPEC. 023006) . ADDITIONAL LIFTS ARE 2. THE CONTRACTOR [5 REQUIRED 70 PROVIDE TEST SPE CIMENS OF WATER PVC/IRON -------_-- 24' o24-
<br /> (707)963-5928v
<br /> FOR FIRE' DEPARTMENT ACCESS IN COMPLIANCE WITH SEC 506 OF THE 2007 FIXTURES FOR RESTROOMS, DOOR HARDWARE, ETC.) . NOT TO BE PLACED IF THE PREVIOUS LIFTS DID NOT MEET THE REQUIRED DRY THE CONCRETE IN COMPLIANCE WITH CHAPTER 17 OF THE 2007 CBC: GAS IRON -------------- 24" ------------------ 24-
<br /> Fax; [209) 333-0549 CALIFORNIA FIRE CODE. DENSITY OR IF SOIL CONDITIONS ARE NOT STABLE. CONTRACTOR 15 TO SUBMIT TESTING OF THE SPECIMENS WILL BE AT THE D15CRETION / COST OF ELECT PVC _______________ 24- __________________ 24- z SCALE AS NOTED
<br /> H) CONTRACTOR AGREES THAT HE SHALL A55UME SOLE AND COMPLETE 07300 TEMPORARY FACILITIES: THE CONTRACTOR, AT H15 OWN EXPENSE. 15 COMPACTION FEPORT FOR ALL FILL MATERIALS TO THE SAN JOAQUIN COUNTY'S THE OWNER. a
<br /> GENERAL CONTRACTOR: RIESPON5IBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF RESPONSIBLE FOR THE INSTALLATION AND REMOVAL OF ALL TEMPORARY BUILDING DEPARTMENT AND TO ADVANCED DESIGN GROUP. C) THE GENERAL CONTRACTOR 15 TO COOPERATE, COORDINATE AND CONFIRM WITH z
<br /> FACILITY DEVELOPMENT CORPORATION CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND FACILITIES. THE CONTRACTOR SHALL, AT THE CONTRACTOR'S OWN EXPENSE, D) ALL UNDERGROUND WORK FOR ELECTRICAL, PLUMBING. ETC.... ARE TO HAVE ALL TRADES REGARDING THE INSTALLATION OF THEIR REQUIRED (EMBEDDED ITEMS
<br /> 5510 SKYLANE BLVD. , SUITE 201 PROPERTY: THAT THIS REQUIRE':cNT SHALL APPLY CONTINUOUSLY AND NOT BE PROVIDE AND MAINTAIN SUCH FENCES. BARRIERS, AND OTHER MEANS AS MAY BE THEIR RESPECTIVE TRENCHES FILLED AND RECOMPACTED, PRIOR TO THE POURING OF CONCRETE:, vi
<br /> SANTA R05A, CA 95403 LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, NECESSARY TO PREVENT ACCIDENTS TO THE PUBLIC OR TO PROTECT AND GUARD w PROJECT
<br /> D) THE FOUNDATION 15 TO BE COMPLETELY 1N57ALLED PER PLAN AND o
<br /> [7071 523-1722 INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLE55 FROM ANY AND ALL THE WORK FROM INJURY DUE TO ANY CAUSE. 02600 51TE UTILITIES: SPEC[F1CAT10N5 PRIOR TO CONSTRUCTION OF FRAMING UNLESS NOTED. IT IS
<br /> Fax: (707) 526-4980 PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING A) REFER TO THE PLUMBING AND ELECTRICAL PLANS FOR THE UNDERGROUND RECOMMENDED THAT ALL CONCRETE BE ALLOWED TO SET FOR A MINIMUM OF 7 DAYS x
<br /> LIC. a 771670 FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 01400 CLEAN UP. THE CONTRACTOR SHALL NOT ALLOW THE SITE OF THE WORK TO PIPING AND UTILITIES REQUIREMENTS, ALL UNDERGROUND UTILITIES ARE TO BE PRIOR TO FRAMING.
<br /> I) ALL ABBREVIATIONS ARE IN COMPLIANCE WITH -THE UNIFORM SYSTEM FOR BECOME LITTERED WITH TRASH AND WASTE MATERIAL. BUT SHALL MAINTAIN A IN PLACE PRIOR TO THE PLACING OF PAYING, 51DEWALK OR FOUNDATION. E) ADMIXTURES ARE TO BE IN COMPLIANCE WITH SEC 3.6 OF ArCI 318-05.
<br /> B) GOVERNING BUILDING CODE - 2007 CALIFORNIA BUILDING, ELECTRICAL, ARCHITECTURAL WORKING DRAWING ABBREVIATIONS" UNLESS NOTED. NEAT AND ORDERLY CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. THE B) ALL NEW AND EXISTING UTILITIES ACCESSES [MANHOLE, WATER VALVE CONTRACTOR 15 TO SUBMIT ALL APPROPRIATE DATA FOR REVIEW. 09 - 0 ,34
<br /> FIRE, PLUMBING AND MECHANICAL CODES. J) THE INTEGRITY OF THE PROJECT'S DRAWINGS HAS BEEN CHECKED AND OWNER SHALL HAVE THE RIGHT TO DETERMINE WHAT IS OR 15 NOT WASTE CASTINGS. Cik7CH BASINS AND COVERS, ETC.) SHALL BE ADJUSTED TO FINISH F1 ALL UNDERGROUND WORK FOR ELECTRICAL, PLUMBING. ETC,, ,. ARE TO HAVE
<br /> C) THE FOLLOWING 15 THE LISTING OF THE PROJECT'S SPECIAL INSPECTIONS REVIEWED BY THE SIGNED PROFESSIONAL ENGINEER FOR COMPATIBILITY WITH THE MATERIAL OR RUBBISH AND THE PLAN AND MANNER OF DISPOSAL. ON OR BEFORE GRADE RY THE CONTRACTOR, THEIR RESPECTIVE TRENCHES RECOMPACTED PRIOR TO POUR. REFER 70 SPEC.
<br /> THAT ARE TO COMPLY WITH CHAPTER 17 OF THE 2007 CBC FOR SPECIAL PROJECT'S REQUIREMENTS. THE COMPLETION OF THE WORK THE CONTRACTOR SHALL, WITHOUT CHARGE C1 THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES 02200 FOR COMPACTION REQUIREMENTS,
<br /> INSPECTION. THEREFORE. 1) CAREFULLY CLEAN OUT ALL PITS. PIPES, CHAMBERS OR (USA 800-642-2444 NORTHERN AND CENTRAL CALIFORNIA, USA 800-422-4133 G) TO ELIMINATE ELECTROLYSIS; ALL COPPER PIPING 15 TO BE WRAPPED
<br /> *** NDN REQUIRED *** CONDUITS: 21 TEAR DOWN AND REMOVE ALL TEMPORARY STRUCTURES BUILT BY THE SOUTHERN CALIFORNIA AND USA 800-227-2600 NEVADA) PRIOR TO THE START OF WITH A MINIMUM OF 20MIL PLASTIC TAPE FOR ALL CONCRETE EMBEDMENT AND IS SHEET NUMBER
<br /> CONTRACTOR: 3) REMOTE RUBBISH OF ALL KINDS FROM ANY OF THE GROUNDS CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THE PROTECTION AND CONTINUED TO MAINTAIN A MINIMUM OF 6- UNDERGROUND CLEARANCE FROM O'THER D1551MILAR
<br /> WHICH THE CONTRACTOR HAS OCCUPIED AND LEAVE THEA IN FIRST CLASS OPERATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT THE METALS,
<br /> CONDITION: AND 4) CONTACT AND SCHEDULE WITH THE OWNER A FINAL REVIEW OF RESPECTIVE UTILITY COMPANIES IF CONFLICTS ARISE. H) PRIOR TO CONSTRUCTION THE PROJECT'S CONTRACTOR I5 TO FIELD VERIFY
<br /> THE PROJECT PRIOR TO OCCUPANCY IN ORDER TO REVIEW AND CONFIRM ANY ALL EXISTING GRADES FOR COMPLIANCE WITH THE PROJECT.
<br /> CONDITIONS THAT NEED TO BF. BROUGHT TO THE ATTENTION OF THE OWNER (I.E.
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<br /> WARRANTIES. MAINTENANCE OPERATIONS. ETC.1. 11
<br /> FILES: 034, 034A, AZA, AZB
<br /> NOTE *
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<br /> PROJECTP5
<br /> 9 DRAWINGS ,
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