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GENERAL NOTES: CONSTRUCTION STAKING: COMPACT THE UPPER 6 INCHES OF PAVEMENT SUBGRADE AND AGGREGATE BASEROCK TO AT LEAST 95
<br /> 1. CONSTRUCTION STAKING IS NORMALLY PERFORMED BY THE ENGINEER WHO PREPARED THE PERCENT RELATIVE COMPACTION PER ASTM D1557. THE EXISTING ASPHALT AND AGGRAGATE BASEROCK CAN
<br /> 1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE FOLLOWING:
<br /> CITY OF STOCKTON STANDARD SPECIFICATIONS AND PLANS ADOPTED SEPTEMBER 27, 2016, AND PLAN. THIS PERMITS APPROPRIATE ON-SITE INTERPRETATION AND ADJUSTMENT OF THE BE RECYCLED INTO BASEROCK, IF DESIRED AS A COST SAVINGS MEASURE OR GREEN ALTERNATIVE.
<br /> ALL AMENDMENTS THERETO TO DATE, CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS, IF NECESSARY. THIS NOTES GIVES FORMAL NOTICE THAT THE FIRM OF WONG WE STRONGLY RECOMMEND THAT YOU RETAIN OUR FIRM TO CHECK THAT EXISTING GRADE HAS BEEN KNICKERBOCKER
<br /> ENGINEERS, INC., CANNOT AND WILL NOT, TAKE RESPONSIBILITY FOR ERRORS OR
<br /> SPECIFICATIONS (CALTRANS) LATEST EDITION AND CA MUTCD LATEST EDITION, WHERE PREPARED PROPERLY AND TEST FILL PLACEMENT EVERY 12 TO 18 INCHES TO CHECK THAT THE SOIL HAS DR.
<br /> OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED OR 2
<br /> APPLICABLE. WHERE THERE IS A CONFLICT BETWEEN THE PLANS AND THE CITY'S STANDARD BEEN COMPACTED ADEQUATELY DURING THE GRADING OPERATION. C�
<br /> DETECTED AND/OR CORRECTED AND MITIGATED HAD WONG ENGINEERS, INC., PERFORMED �r
<br /> SPECIFICATIONS AND PLANS, THE CITY OF STOCKTON STANDARD SPECIFICATIONS AND PLANS F
<br /> THE CONSTRUCTION STAKING WORK. N
<br /> SHALL PREVAIL. ALL WORK SHALL BE UNDER THE INSPECTION OF THE CITY OF STOCKTON. 4.3 TRENCH BACKFILL O�pp
<br /> 2. ALL REFERENCES TO CONTRACTOR SHALL MEAN CONTRACTOR FOR SITE WORK SHOWN ON
<br /> 2. BENCH MARK AND ELEVATIONS SHOWN ON PLANS ARE REFERRED TO NAVD88 DATUM. THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING ALL TRENCHING AND SHORING IN ACCORDANCE WITH -�
<br /> 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING THESE CIVIL PLANS ONLY. CALOSHA REQUIREMENTS. PLACE AND COMPACT TRENCH BACKFILL AS FOLLOWS: w ��
<br /> 3. IF WONG ENGINEERS, INC. IS RETAINED TO DO THE CONSTRUCTION STAKING, WONG z
<br /> IMPROVEMENTS THAT ARE TO REMAIN. SUCH IMPROVEMENTS THAT ARE DAMAGED BY THE TRENCH BACKFILL SHOULD HAVE A MAXIMUM PARTICLE SIZE OF 2 INCHES; � Q
<br /> ENGINEERS, INC. WILL SET ALL STAKES AND PROVIDE CUT SHEETS FOR THIS PROJECT. IT o
<br /> CONTRACTOR, SHALL BE REPLACED AT HIS EXPENSE. MOISTURE CONDITION TRENCH BACKFILL TO WITHIN 0 TO +4 PERCENT OF OPTIMUM WATER CONTENT; APN 090-570-07 SITE
<br /> IS EXPECTED THAT ONE SET OF STAKES WILL BE SUFFICIENT FOR EACH PHASE OF THE U)
<br /> 4. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT AND A GRADING AND EROSION CONTROL PROJECT. CARE SHOULD BE TAKEN TO PROTECT STAKES. THE COST OF STAKING IS BORNE MOISTURE CONDITION BACKFILL OUTSIDE THE TRENCH. BENCHMARK - COS w
<br /> PERMIT FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO STARTING ANY WORK, UNLESS PLACE FILL IN LOOSE LIFTS NOT EXCEEDING 12 INCHES FOR BACKHOES AND 18 INCHES FOR LARGE Q
<br /> OTHERWISE APPROVED BY THE COUNTY. CONTRACTOR SHALL NOTIFY CITY ENGINEER 24 HRS. IN BY THE DEVELOPER. THE CONTRACTOR SHALL REQUEST STAKES FROM WONG ENGINEERS, EXCAVATORS. 38 N
<br /> INC. WHEN HE IS READY TO USE THEM AND SHALL BE RESPONSIBLE FOR THEIR J
<br /> ADVANCE OF PERFORMING ANY WORK FOR UNDERGROUND INSPECTION. PRESERVATION FOR HIS FUTURE USE. SAID REQUEST MUST BE MADE AT LEAST 48 HOURS COMPACT FILL TO 90 PERCENT RELATIVE COMPACTION PER ASTM D1557 BRASS DISK MARKING < HAMMER LANE
<br /> 5. PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE JETTING OF TRENCH BACKFILL IS NOT ACCEPTABLE EXCEPT IN JOINT UTILITY TRENCHES WHERE DAMAGE COS MONUMENT STAMPED
<br /> SHOULD THE WORK NEED TO BE
<br /> EACH UTILITY COMPANY LOCATE IN THE FIELD THEIR MAIN AND SERVICE LINES. THE CONTRACTOR PRIOR TO THE TIME THE STAKES WILL BE REQUIRED. TO CONDUITS MAKES MECHANICAL COMPACTION METHODS IMPRACTICAL. "2N-4" IN MONUMENT
<br /> SHALL NOTIFY MEMBERS OF THE UNDERGROUND SERVICE ALERT U.S.A. 48 HOURS IN ADVANCE RESTAKED, FOR THE CONTRACTORS USE, THE CONTRACTOR SHALL BE RESPONSIBLE TO
<br /> ( ) WONG ENGINEERS, WELL AT THE NW CORNER o w
<br /> INC. FOR THE COST OF RESTAKING. SHOULD THE CONTRACTOR DESTROY z
<br /> OF PERFORMING EXCAVATION WORK BY CALLING TOLL FREE NUMBER 800-227-2600. 4.4 SLOPES
<br /> STAKES WHICH ARE NEEDED FOR IMPROVEMENTS OTHERS THAN HIS OWN HE SHALL ALSO �
<br /> 6. EXISTING UTILITIES ARE SHOWN AS THEY ARE BELIEVED TO EXIST. THE OWNER AND THE CONSTRUCT FINAL SLOPE GRADIENTS TO 2: 1 (HORIZONTAL: VERTICAL) OR FLATTER. SLOPE FACES SHOULD BE OF HAMMER LN AND z w
<br /> BE RESPONSIBLE FOR THE COST OF RESTAKING TO RETURN THE JOB TO ITS ORIGINAL WEST LN. w (-
<br /> ENGINEER DO NOT ACCEPT RESPONSIBILITY FOR THEIR ACCURACY. IT SHALL BE THE COMPACTED AND VEGETATED TO REDUCE THE EFFECTS OF RUTTING FROM RAINFALL AND OVERLAND WATERJ cn
<br /> CONDITION. ELEVATION = 21.55 =
<br /> CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL EXISTING UTILITY LINES, SO THAT NO FLOW. CONSTRUCT A KEYWAY TO THE TOE OF THE FILL SLOPE AND AT LEAST 18 INCHES DEEP ON THE
<br /> DAMAGE RESULTS TO THEM DURING PERFORMING of HIS CONTRACT. EXCERPT FROM GEOTECHNICAL REPORT BY GULARTE ASSOCIATES, DOWNHILL SIDE OF THE KEY. THE KEYWAY SHOULD BE A MINIMUM OF 8 FEET WIDE AND SLOPED BACK INTO Y
<br /> 7. CONTRACTOR SHALL DEMOLISH, EXCAVATE, REMOVE AND DISPOSE OF ANY EXISTING CONCRETE INC, (DATED 5/22/2018) THE SLOPE AT A MINIMUM 5% SLOPE. IN ORDER TO REMOVE LOOSE SOIL/ROCK, EXCAVATE BENCHES INTO
<br /> OR ASPHALT CONCRETE PAVING, AND DELETERIOUS MATERIAL AS REQUIRED TO CONSTRUCT THE COMPETENT MATERIAL AFTER ENGINEERED FILL HAS BEEN PLACED IN THE KEYWAY PER OUR VICINITY MAP
<br /> CONTRACT WORK. ALL EXCESS MATERIAL GENERATED BY DEMOLITION, EXCAVATION AND CONTACT INFO: RECOMMENDATIONS. BENCHES SHOULD BE CUT INTO THE EXISTING SLOPE AS FILLED PROCEEDS EVERY 2 TO NOT TO SCALE
<br /> GRADING SHALL BE DISPOSED OF BY THE CONTRACTOR. GREG G. GULARTE 4 FEET VERTICALLY AND 4 TO 8 FEET WIDE INTO THE SLOPE, TO REMOVE LOOSE SOIL/ROCK. WE RECOMMEND
<br /> 8. THE PRICE BID FOR THIS WORK SHALL INCLUDE THE COST FOR ANY AND ALL PERMITS REQUIRED 1049 NICHOLS DRIVE, THAT BUILDINGS HAVE A MINIMUM SETBACK OF 5 FEET FROM ASCENDING SLOPES AND 10 FEET FROM SITE IMPROVEMENT PLANS FOR
<br /> TO COMPLETE THE PROJECT WORK. DESCENDING SLOPES, OR AS OUTLINED IN SECTION 1808A.7 OF THE 2016 CALIFORNIA BUILDING CODE. THE
<br /> 9. PAYMENT FOR PAVEMENT WILL BE MADE ONLY FOR AREAS SHOWN ON THE PLANS REPLACEMENT ROCKLIN, CA 95765 SETBACK IS MEASURED FROM THE OUTERMOST FOOTING LINE CLOSEST TO THE TOE/HINGE POINT OF SLOPE.
<br /> OF PAVEMENT WHICH IS BROKEN OR CUT IN THE INSTALLATION OF THE WORK COVERED IN PHONE: (916) 626-5577 GULARTE & ASSOCIATES, INC. SHOULD BE RETAINED TO CHECK FOOTING DIMENSIONS, AND THEIR ORIENTATION
<br /> THESE SPECIFICATIONS, AND WHICH LIES OUTSIDE OF SAID AREAS, SHALL BE INCLUDED IN THE FAX: 916 626-5533 TO NEARBY SLOPES FOR CONFORMANCE WITH THE RECOMMENDATIONS CONTAINED IN THIS REPORT. BUBBA' S CAR WASH &
<br /> CONTRACTOR'S UNIT PRICE OF PAVEMENT, AND NO ADDITIONAL PAYMENT SHALL BE MADE FOR FAX: (916)
<br /> SUCH WORK. 4.5 SITE DRAINAGE
<br /> 10. APPROPRIATE DUST CONTROL SHALL BE PROVIDED, AT THE CONTRACTOR'S EXPENSE, TO 3 FINDINGS AND CONCLUSIONS SURFACE DRAINAGE DESIGN SHOULD INCLUDE THE FOLLOWING: DUTCH
<br /> MINIMIZE ANY DUST NUISANCE. DUST CONTROL SHALL BE IN ACCORDANCE WITH SECTION 10 OF 3.1 SUBSURFACE CONDITIONS 1. SLOPE CONCRETE PAVEMENT AREAS AT LEAST j PERCENT AND ASPHALT CONCRETE PAVEMENTS AT BROS .
<br /> COFFEE
<br /> CALTRANS STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THE CITY OF STOCKTON. WE PERFORMED THREE EXPLORATORY BORINGS WITHIN THE SITE TO A MAXIMUM DEPTH OF 25 LEAST j AND PREFERABLE 1 PERCENT TO EXTEND PAVEMENT LIFE. DO NOT ALLOW WATER TO POND ON
<br /> 11. CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR FEET BELOW GROUND SURFACE TO CLASSIFY THE SOIL TYPE, DENSITY, SPT N-VALUE AND PAVEMENT AREAS. 1505 E. HAMMER LANE,
<br /> JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING OBTAIN SAMPLES FOR LABORATORY TESTING. IN GENERAL WE OBSERVED STIFF SILTY CLAY IN 2. IF SOIL SURROUNDS THE BUILDING, DISCHARGE ROOF DOWN SPOUTS TO STORM DRAIN SYSTEM. WHERE
<br /> SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY THE UPPER 3 FEET, UNDERLAIN BY MEDIUM DENSE SILTY SANDS DOWN TO THE BOTTOM OF THE SOIL SURROUNDS THE BUILDING, PROVIDE A 5 PERCENT SLOPE AWAY FROM BUILDING EXTERIORS FOR A
<br /> AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, BORING PROFILE. THE FINDINGS IN THE BORINGS WERE GENERALLY CONSISTENT ACROSS THE DISTANCE OF AT LEAST 3 FEET. STOCKTON CA 95210
<br /> INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, SITE. WE PERFORMED POCKET PENETROMETER TESTS ON IN SITU TUBE SAMPLES, WITH RESULTS 3. DIRECT SPRINKLERS AWAY FROM BUILDINGS. USE DRIP IRRIGATION NEAR THE STRUCTURE AND
<br /> REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, BETWEEN 1.75 AND 2.5 TONS PER SQUARE FOOT UNCONFINED COMPRESSIVE STRENGTH. PAVEMENTS. EXCESS WATERING INCREASES TO RISK OF PREMATURE PAVEMENT FAILURE AND
<br /> EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE SHRINK/SWELL UNDERNEATH THE STRUCTURE. OWNER: LEASEE:
<br /> ENGINEER. BORING LOCATIONS AREA SHOWN IN FIGURE 2, THE SITE PLAN. THE BORING LOGS ARE SHOWN ,
<br /> 12. PRIOR TO FINAL INSPECTION CONTRACTOR SHALL SUBMIT AS-BUILT INFORMATION FOR ANY IN DETAIL IN APPENDIX A. MINER JOAQUIN BUILDING CORP. COMPANY: BUBBA S EXPRESS CARWASH
<br /> CHANGES TO WONG ENGINEERS, INC. 5 FOUNDATION RECOMMENDATIONS 301 E. MINER AVE, PROPERTY ADDRESS: 1505 E HAMMER LANE,
<br /> 13. CONTRACTOR SHALL OBTAIN A PERMISSION FROM THE CITY OF STOCKTON FOR USE OF WATER 3.2 LABORATORY TESTISTOCKTON, CA 95202 STOCKTON, CA 95210NGS/EXPANSION POTENTIAL 5.1 FOUNDATIONS (209) 941-1282 NAME: RON VOLLE, OWNER
<br /> FROM FIRE HYDRANTS FOR CONSTRUCTION PURPOSES. THE PERMIT SHALL BE APPROVED BY THE TO EVALUATE THTE EXPANSION POTENTIAL OF THE NATIVE SOIL, WE PERFORMED AN EXPANSION BILLING ADDRESS: 4610 MADISON AVE.,
<br /> CITY OF STOCKTON FIRE DEPARTMENT. INDEX (EI) TEST. THE EXPANSION INDEX TEST RESULTED IN AN EL OF 74 FOR A SOIL SAMPLE IN THE PROPOSED STRUCTURE CAN BE SURPPORTED ON CONTINUOUS OR ISOLATED SPREAD FOOTINGS BEARING SACRAMENTO CA 95841
<br /> F
<br /> 14. EXCAVATION OF 5' OR MORE IN DEPTH WILL REQUIRE AN EXCAVATION PERMIT FROM THE STATE OBTAINED FROM THE UPPER 2 FEET OF BORING B2. THIS INDICATES A MODERATE EXPANSION COMPETENT NATIVE SOIL OR COMPACTED FILL PER OUR RECOMMENDATIONS IN SECTION 4. CONTINUOUS NOTES: PHONE NO: (916) 652-7007
<br /> OF CALIFORNIA DEPARTMENT OF INDUSTRIAL SAFETY. POTENTIAL. FOOTINGS SHOULD BE AT LEAST 12 INCHES WIDE AND AT LEAST 18 INCHES DEEP BELOW ADJACENT PAD EACH LEASEE WILL BE
<br /> 15. WORK IN PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE APPROVAL AND ACCEPTANCE OF THE CITY GRADE. SPREAD FOOTINGS SHOULD BE AT LEAST 24 INCHES WIDE AND 18 INCHES DEEP BELOW FINISHED RESPONSIBLE FOR CONSTRUCTION COMPANY NAME: DUTCH BROS COFFEE
<br /> OF STOCKTON PUBLIC WORKS DEPARTMENT. MOISTURE/DENSITY TESTS WERE PERFORMED ON 2" BRASS TUBE SAMPLES OBTAINED IN THE PAD GRADE (NOT INCLUDING CRUSHED ROCK OR PAVEMENT). DUE TO THE EXPANSIVE SOIL POTENTIAL, WE THAT OCCURS WITHIN THEIR LEASE PROPERTY ADDRESS: 1509 E HAMMER LANE,
<br /> 16. WE CALL YOUR ATTENTION TO: SECTION 1540(a)(1) OF THE CONSTRUCTION SAFETY ORDERS FIELD. THE RESULTS OF THESE TESTS ARE SHOWN IN THE TABLE BELOW. DO NOT RECOMMEND THAT THE FOUNDATIONS BE DESIGNED FOR EXCESSIVE WIDTH. LIMITS AS OUTLINED ON THESE STOCKTON, CA 95210
<br /> (TITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL PLANS. NAME: DANIEL BATTY, PROJECT MANAGER
<br /> SAFETY AND HEALTH STANDARDS, BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY TABLE 4 BELOW PROVIDES MAXIMUM ALLOWABLE BEARING CAPACITY FOR DEAD PLUS LIVE LOADS. THESE BILLING ADDRESS: 110 NW 4TH ST.,
<br /> BORING DEPTH (FEET) PERCENT MOISTURE DRY SOIL DENSITY (PCF) BEARING CAPACITIES MAY BE INCREASED BY ONE-THIRD FOR THE SHORT-TERM EFFECTS OF WIND OR SEISMIC GRANTS PASS, OR 97526
<br /> AND HEALTH ACT OF 1973, AS AMENDED, WHICH STATES: "PRIOR TO OPENING AN EXCAVATION, B1LOADING. PHONE NO: (360) 434-3148
<br /> EFFORT SHALL BE MADE TO DETERMINE WHETHER UNDERGROUND INSTALLATIONS; I.E. SEWER, 2.5 11 g
<br /> WATER, FUEL, ELECTRIC LINES, ETC. WILL BE ENCOUNTERED AND, IF SO, WHERE SUCH
<br /> UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE B1 10 9 111 MINIMUM FOOTING DIMENSIONS ALLOWABLE BEARING CAPACITY (PSF) 5.5 PAVEMENT DESIGN
<br /> APPROXIMATE LOCATION OF SUCH INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED STRIP FOOTINGS 12"W X 18" DEEP 1,800
<br /> BY CAREFUL PROBING OR HAND DIGGING; AND WHEN IT IS UNCOVERED, ADEQUATE PROTECTION B1 15 6 91 5.51 ASPHALT CONCRETE PAVEMENT
<br /> SHALL BE PROVIDED FOR THE EXISTING INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND SPREAD FOOTING 24" W X 18" DEEP 2,200 WE PREPARED SEVERAL DIFFERENT ASPHALT PAVEMENT SECTIONS AS SHOWN IN THE TABLE
<br /> FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 B2 2.5 11 88 TABLE 3 - FOOTING PARAMETERS BELOW. OUR DESIGN WAS BASED ON AN R-VALUE OF 10 AND PROCEDURE 608 OF THE
<br /> HOURS PRIOR TO THE START OF ACTUAL EXCAVATION". WE CALL YOUR ATTENTION TO: SECTION CALTRANS HIGHWAY DESIGN MANUAL.
<br /> 1540(a)(1) OF THE CONSTRUCTION PRIOR TO COMMENCING ANY WORK, IT SHALL BE THE B2 10 11 112 PROVIDE MINIMUM STEEL REINFORCING IN STRIP FOOTINGS OF TWO #4 BARS TOP AND TWO #4 BARS BOTTOM. TRAFFIC INDEX
<br /> CONTRACTOR'S RESPONSIBILITY TO HAVE EACH UTILITY COMPANY LOCATE IN THE FIELD THEIR B3 2 5 9 98 4 4.5 5 6
<br /> MAIN AND SERVICE LINES. THE CONTRACTOR SHALL NOTIFY MEMBERS OF THE UNDERGROUND DUE TO THE EXPANSION POTENTIAL OF THE NATIVE SOIL, FOOTING LINES SHOULD BE KEPT NEAT TO AVOID
<br /> SERVICE. B3 10 10 110 'MUSHROOMING"OF FOOTINGS. ASPHALT CONCRETE (IN) 2.50 2.50 3 3.50
<br /> 17. ALL EXISTING CRACKED AND DISPLACED CURB AND GUTTER ALONG THE PROJECT SITE FRONTAGE AGGREGATE BASE (IN) 7 9 9 12
<br /> SHALL BE REPAIRED/REPLACED PRIOR TO FINAL INSPECTION APPROVAL. TABLE 1 - MOISTURE/DENSITY TESTS ON BRASS TUBE SAMPLES LATERAL LOADS MAY BE RESISTED BY FRICTION ALONG THE BASE OF FOOTINGS AND BY PASSIVE PRESSURE TABLE 5 - PAVEMENT SECTIONS
<br /> 18. A SEPARATE ENCROACHMENT PERMIT SHALL BE OBTAINED PRIOR TO PERFORMING ANY WORK IN ALONG THE FACE OF FOOTINGS. THE PASSIVE PRESSURE IS BASED ON AN EQUIVALENT FLUID PRESSURE IN
<br /> THE CITY RIGHTS OF WAY. POUNDS PER CUBIC FOOT (PCF). WE RECOMMEND A PASSIVE LATERAL PRESSURE OF 325 PCF AND A 5.5.2 CONCRETE PAVEMENT
<br /> GRAIN SIZE ANALYSES WERE PREFORMED ON DISTURBED SAMPLES TO FURTHER CLASSIFY THE COEFFICIENT OF FRICTION EQUAL TO 0.34 FOR DESIGN. IF PASSIVE RESISTANCE AND FRICTION ARE COMBINED WE UNDERSTAND THE DRIVE-THRU WILL CONSIST OF CONCRETE PAVEMENT. THEREFORE, WE
<br /> STORM DRAINAGE SYSTEM CONSTRUCTION NOTES: SOIL OBSERVED IN OUR EXPLORATORY BORINGS. THE RESULT OF THESE TESTS HELPED TO PROVIDE THE FOLLOWING DESIGN IN ACCORDANCE WITH THE PORTLAND CEMENT ASSOCIATIONS
<br /> 1. STORM DRAINAGE PIPES SHALL CONFORM TO THE CITY OF STOCKTON SPECIFICATIONS AND CONFIRM OUR FIELD CLASSIFICATIONS. RESIST LATERAL LOADS, WE RECOMMEND THAT THE PASSIVE PRESSURE BE REDUCED BY 33 PERCENT. "THICKNESS DESIGN FOR CONCRETE HIGHWAY AND STREET PAVEMENTS" TO PROVIDE OUR
<br /> STANDARD PLANS FOR MATERIALS AND INSTALLATION REQUIREMENTS. 3.3 EXISTINGS FILL CONCRETE PAVEMENT DESIGN. BASED ON OUR SUBSURFACE EXPLORATION, WE CHOSE A
<br /> 2. CONTRACTOR SHALL PREVENT POSSIBLE STORM WATER POLLUTION FROM ENTERING INTO STORM WE DID NOT OBSERVE SIGNIFICANT EXISTING FILL DURING OUR SUBSURFACE EXPLORATION. PROVIDED OUR RECOMMENDATIONS ARE FOLLOWED, TOTAL SETTLEMENT BENEATH THE FOOTINGS SHOULD BE SUBGRADE MODULUS OF 125 POUNDS PER CUBIC INCH. THIS IS A MEDIUM LEVEL OF SUBGRADE
<br /> DRAINAGE CATCH BASINS DURING CONSTRUCTION. 3.4 EXCAVATION EFFORT NO MORE THAN 1-INCH, WITH AN ESTIMATED MAXIMUM DIFFERENTIAL SETTLEMENT OF %-INCH OVER A SUPPORT. WE CHOSE AXLE LOAD CATEGORY NO. 1 AND BASED OUR DESIGN ON THE CONCRETE
<br /> 3. DUST CONTROL SHALL BE PERFORMED AT ALL TIMES, AT THE CONTRACTOR'S EXPENSE, TO BASED UPON OUR BORINGS, CONVENTIONAL GRADING EQUIPMENT SHOULD BE ABLE TO EXCAVATE DISTANCE OF 60 FEET. HAVING SHOULDERS OR CURBS.
<br /> MINIMIZE ANY DUST NUISANCE AND SHALL BE IN ACCORDANCE WITH SECTION 10 OF CALTRANS THE ONSITE SOILI WITH REASONABLE EXPECTATIONS.
<br /> STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THE SAN JOAQUIN COUNTY AND THE 3.5 SUITABILITY FOR CONSTRUCTION UTILITY EXCAVATIONS PARALLEL TO FOOTING LINES SHOULD BE CLEAR OF A 1: 1 (HORIZONTAL: VERTICAL) BASED ON THIS INFORMATION, WE RECOMMEND A CONCRETE THICKNESS OF 6 INCHES OVER A
<br /> APPROVED STORM WATER POLLUTION PREVENTION PLAN (SWPPP). THE CONTRACTOR SHALL FROM AN EARTHWORK, PAVEMENT, AND FOUNDATIONS VIEWPOINT, THE SOILS AT THIS SITE ARE PLANE PROJECTED DOWNWARD FROM THE BASE OF FOOTINGS. WHERE UTILITY LINES CROSS FOOTINGS, THEY MINIMUM OF 4 INCHES OF CALTRANS CLASS II AGGREGATE BASEROCK. AGGREGATE BASEROCK
<br /> OBTAIN A PERMIT FROM THE CITY OF STOCKTON FOR USE OF WATER FROM FIRE HYDRANTS FOR CONSIDERED SUITABLE FOR SUPPORT OF THE ANTICIPATED LOADS PROVIDED OUR SHOULD BE SLEEVED AND FOOTINGS DEEPENED AS APPROPRIATE. SHOULD BE COMPACTED TO 95% RELATIVE COMPACTION PER ASTM D1557.
<br /> CONSTRUCTION PURPOSES. THE PERMIT SHALL BE APPROVED BY THE CITY OF STOCKTON FIRE RECOMMENDATIONS ARE FOLLOWED PROPERLY.
<br /> DEPARTMENT. 5.2 SLAB ON GRADE CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI AND A MAXIMUM SLUMP
<br /> 4. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE WATER RESOURCES 4 EARTHWORK RECOMMENDATIONS OF 4 INCHES, PLUS OR MINUS 1-INCH. REINFORCING STEEL SHOULD CONSIST OF #4 REBAR AT
<br /> CONTROL BOARD (SWRCB) ORDER N0.2009-0009-DWQ, NPDES GENERAL PERMIT N0. 4.1 NATIVE AND IMPORT FILL MATERIAL WE RECOMMEND THE FOLLOWING FOR SLABS-ON-GRADE: 24 INCHES ON CENTER PLACED WITHIN THE MIDDLE THIRD OF THE SLAB. REBAR TO BE PLACED
<br /> CAS000002. ON-SITE SOIL (LESS DEBRIS AND ORGANIC MATERIALS) ARE CONSIDERED SUITABLE AS FILL 1. 1-INCH OF CLEAN SAND (LESS THAN 5 PRECENT PASSING THE U.S. STANDARD N0. 200 SIEVE) OR ON DOBIES AT A MAXIMUM SPACING OF 6 FEET EACH WAY (HOOKING AND PULLING REBAR NOT
<br /> 5. ANY AND ALL SEDIMENT AND/OR EROSION CONTROL DETAILS CONTAINED WITHIN THESE PLANS MATERIAL. IMPORTED FILL MATERIALS HSOULD HAVE A PLASTICITY INDEX LESS THAN 12 ANDA 3/8-INCH PEA GRAVEL DIRECTLY UNDER THE SLAB, UNDERLAIN WITH, ACCEPTABLE).
<br /> ARE TO BE CONSIDERED AS "REFERENCE DETAILS" ONLY AND THE CITY'S APPROVAL OF THESE MAXIMUM PARTICLE SIZE OF 3 INCHES. ALLOW GULARTE & ASSOCIATES 48 HOURS TO SAMPLE 2. VAPOR BARRIER MEMBRANE CONSISTING OF 10-MIL POLYETHYLENE "PLASTIC" SHEETING, PROPERLY
<br /> PLANS AND "REFERENCE DETAILS" DOES NOT RELIEVE THE OWNER/DEVELOPER FROM AND TEST POTENTIAL IMPORT FILL MATERIALS PRIOR TO DELIVERY AT THE SITE. SEALED AT PENETRATIONS AND EDGES, UNDERLAIN WITH - ON-SITE CONCRETE WALK:
<br /> COMPLIANCE WITH THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AS APPROVED BY 3. FOUR INCHES OF CLEAN CRUSHED ROCK ON THE BUILDING PAD. CRUSHED ROCK SHOULD HAVE 100 6" THICK CONCRETE WITH WWF OVER EX. PAVEMENT
<br /> 4.2 FILL COMPACTION/BUILDING PAD PREPARATION PERCENT PASSING THE 3/4-INCH SIEVE AND LESS THAN 5 PERCENT PASSING THE NO. 4 SIEVE.
<br /> THE CITY'S STORMWATDIVISION. PRIOR TO THE START OF GRADING, SITE VEGETATION SHOULD BE STRIPPED AND HAULED 4. PROVIDE A MINIMUM CONCRETE THICKNESS OF 5 INCHES. - TRUNCATED DOMES
<br /> 6. IN ADDITION TO ALL THE OTHER REQUIRED PERMITS, THE CONTRACTOR SHALL HAVE A GRADING OFFSITE OR PLACED IN LANDSCAPE AREAS ONLY. 5. REINFORCE SLABS WITH NO. 4 REINFORCING BARS PLACED ON 24-INCH CENTERS EACH WAY. PLACE O O O 800-227-2600
<br /> AND EROSION CONTROL PERMIT COMPLETED. DOBIES PER ACI; WE RECOMMEND A MAXIMUM DOBIE SPACING OF 6' ON CENTER EACH WAY.
<br /> 7. IN ORDER TO COMPLY WITH STATE WATER RESOURCES CONTROL BOARD ORDER NUMBER SCARIFY ORIGINAL GRADE TO PREPARE FOR STRUCTURAL FILL. SCARIFICATION SHOULD INCLUDE 6. USE A CONCRETE WATER-CEMENT RATIO OF 0.50 OR LESS.INSTAL ' ORE YQ
<br /> 2009-009-DWQ, THE STORM WATER DIVISION REQUIRES THAT ALL NEW CATCH BASINS RIPPING AND MOISTURE CONDITIONING OF THE UPPER 12 INCHES OF THE SITE PRIOR TO 7. USE HIGHER STRENGTH CONCRETE, MINIMUM 3,000 PSI.
<br /> SHEET. COMPACTING.COMPLY WITH STORM DRAIN SYSTEM SIGNS, SEE DETAIL EROSION CONTROL DETAIL COMPACTING. THE NATIVE GRADE SHOULD BE MOISTURE CONDITIONED TO WITHIN 0 TO +4 SHEET INDEX: �� Q O0
<br /> 8. THE DISCHARGE OF CHLORINATED AND DE-CHLORINATED WATER INTO THE STORM DRAIN SYSTEM PERCENT OF OPTIMUM MOISTURE CONTENT. AFTER MOISTURE CONDITIONING, COMPACTION SLAB THICKNESS AND REINFORCING STEEL REQUIREMENTS ABOVE ARE PROVIDED FOR PURPOSES OF RESISTING C1 TITLE SHEET U
<br /> SHOULD BE DONE WITH DEDICATED COMPACTION EQUIPMENT. ONCE COMPACTION TESTING HAS SOIL EXPANSION POTENTIAL. THE STRUCTURAL ENGINEER MAY INCREASE THESE PARAMETERS BASED ON
<br /> PROHIBITED. THE DISCHARGE OF CHLORINATED AND DE-CHLORINATED WATER INTO THE BEEN PERFORMED ON THE ORIGINAL GRADE, FILL PLACEMENT MAY COMMENCE. BUILDING LOADS OR ANTICIPATED BUILDING USE. THE STRUCTURAL ENGINEER SHOULD PROVIDE FINAL DESIGN C2 GRADING PLAN (((( S
<br /> SANITARY SEWER REQUIRES PRIOR APPROVAL FROM CITY OF STOCKTON MUNICIPAL UTILITIES ,q
<br /> SIIIIC
<br /> DEPARTMENT. CONTACT RICHARD STIFFLER AT (209) 937-8740.
<br /> FILL SHOULD BE MOISTURE CONDITIONED TO WITHIN 0 TO +4 PERCENT OF OPTIMUM WATER THICKNESS AND ADDITIONAL REINFORCEMENT, IF NECESSARY, FOR THE INTENDED STRUCTURAL LOADS. C3 UTILITY PLAN
<br /> C4 STRIPING PLAN
<br /> CONTENT. COMPACT FILLS FOR STRUCTURAL AREAS SUCH AS PAVEMENTS AND BUILDING PADS EXTERIOR FLATWORK: EXTERIOR FLATWORK INCLUDES ITEMS SUCH AS CONCRETE SIDEWALKS, STEPS, AND
<br /> TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION PER ASTM D1557. COMPACTION SHOULD OUTDOOR COURTYARDS EXPOSED TO FOOT TRAFFIC ONLY. PROVIDE A MINIMUM CONCRETE FLATWORK C5 EROSION CONTROL PLAN ND SERW�_ P
<br /> BE DONE WITH DEDICATED COMPACTION EQUIPMENT. CUT BUILDING PADS REQUIRE THICKNESS OF 4 INCHES. C6 EROSION CONTROL DETAILS
<br /> , Rp,:ESS/0 �0 LAND S� SCARIFICATION AND RECOMPACTION AS WELL.
<br /> 48 HOURS PR/OR TO WORK OPERAT/ONS
<br /> PRY C. pRY C.tyo�c G�.o
<br /> UNAUTHORIZED CHANGES AND USES: REVISIONS roe No.: 3984
<br /> � m N0. DESCRIPTION DATE BY WONG ENGINEERS, INC. DATE: SEPT. 201$ 1505 EAST HAMMER LANE CALIFORNIA
<br /> STOCKTON SHEET
<br /> NO. 48717 * * THE ENGINEER PREPARING THIS SITE PLAN WILL NOT BE PLANNING ENGINEERING SURVEYING C 1
<br /> EXPIRES: 9-30-2020 NO. 7600 RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES 4578 FEATHER RIVER DRIVE, SUITE A SCALE: AS SHOWN
<br /> EX. 12-31-2018 TO OR USES OF THIS PLAN. ALL CHANGES TO THIS PLAN I
<br /> STOCKTON, CALIFORNIA (209) 476-0011 DRAWN: ZK T TLE SHEET
<br /> CIVIC- c���Q ��q ��\P MUST BE IN WRITING AND MUST BE APPROVED BY THE
<br /> 7600
<br /> F OF CA��FD lF OF CNO� PREPARER OF THIS SITE PLAN. C• "�,� DATE 9/10/18 R.R.C.E48717 DESIGN: WEI L SIX
<br /> R.C.E.
<br /> CHECKED: ZCW FILE 3984
<br />
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