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8, IF ANY ARCHEOLOGICAL, CULTURAL OR HISTORICAL RESOURCES, OR ARTIFACTS OR OTHER mommmmmm mmmmmmmmmmm _Aj >
<br /> FEATURES ARE DISCOVERED DURING THE COURSE OF CONSTRUCTION ANY WHERE ON THE L�j < cn r)
<br /> PROJECT SITE, WORK SHALL BE SUSPENDED IN TI TAT LOCATION UNTIL A QUALI`FIED IDElil _j
<br /> DIAL 'POLL FREE < �62) _5 '�j
<br /> GENERAL NOTES PROFESSIONAL ARCHEOLOGIST ASSESSES THE SIGNIFICANCE OF THE DISCOVERY, THE <
<br /> LANDS OF MUNOZ 1-800-227-2600 u'
<br /> PLANNING DEPARTMENT SHALL BE NOTIFIED OF ANY FINDS AND APPROPRIATE MEASURES 0 C�L
<br /> 1 (CIVh_. ENGINEER: MORRIS ENGINEERING SURVEYING, INC. AT LEAST TWO DAYS
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<br /> (MITIGATION MEASURE)
<br /> 33,4 S. YOSEMITE AVENUE, SUITE D, OAKDALE, GA 95361 AGREED UPON PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. (MIT BEFORE YOU DIG
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<br /> PHONE: (209) 84:5-9175 FAX: (209) 845 -9177 AmPmNm 247 =090 =40 J�60
<br /> 9, ALL SITE GRADING AND CONSTRUCTION SHALL COMPLY WITH SAN JOAQUIN VALLEY UNIFIED 0/1,
<br /> UNDERGROUND SERVCE ALERT OF NORTHERN CALiFORNIA D.
<br /> 2, THE ENGINEER ASSUMES NO RESPONSIBILITY BEYOND THE ADEQUACY OF HIS DESIGN AIR POLLUTION CONTROL DISTRICT'S REGULATION 8 FOR FUGITIVE DUST CONTROL, �O lb
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<br /> CONTAINED HEREIN. 25192 E . RIVER ROAD
<br /> 10, ALL GRADING SHALL CONFORM TO APPROVED SPECIFICATIONS PRESENTED HEREIN OR o * * I
<br /> NO, C55910
<br /> 3. D—IESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENF THAT THE FIRM ATTACHED HERETO. ALL GRADING WORK SHALL BE OBSERVED AND APPROVED BY THE SOILS EXP
<br /> 0,
<br /> OF MORRIS 'ENGINEERING clz, SURVEYING, INC. WILL BE PERFORMING THE CONSTRUCTION ENGINEER. THE SOILS ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS BEFORE BEGINNING ESCALON , SAN JOAQUIN COUNTY .. covft
<br /> STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER, ANOTHER ENGINEERING AND/OR ANY GRADING. UNOBSERVED AND UNAPPROVED GRADING WORK SHALL BE REMOVED AND CA
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<br /> SURVEYING FIRM SI-IOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF REPLACED UNDER OBSERVATION AT THE CONTRACTOR'S EXPENSE,
<br /> CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF MORRIS ENGINEERING EROSION AND SEDIMENTATION CONTROL NOTES
<br /> SURVEYING, INC., WILL, NOT ASSUME- ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF
<br /> BEEN AVOIDED, CORRECTED OR WILLIAM D. MORRIS
<br /> ANY, WHICH VIGH1 OCCUR AND WHICH COULD HAVE Il RCE: 55910
<br /> MITIGATED IF MORRIS ENGINEERING & SURVEYING, INC, HAD PERFORMED THE STAKING WORK, 1. EROSION CONTROL FACILITIES AND MEASURES ARE TO BE INSTALLED AND OPERABLE ON OR EXR: �21,31110
<br /> BEFORE NOVEMBER 15, AND SHALL CONTINUE IN EFFECT UNTIL APRIL 15, OR UNTIL
<br /> 4. CONIrRACT.OR AGREES THAT HE SHALL ASSUME SOLE AND COMPIL-ETE RESPONSIBILITY INSTALLATION OF THE PERMANENT PROJECT LANDSCAPING, DATE:
<br /> FOR JOB SITE CONDI-TIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,
<br /> INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THESE REQUIREMENTS SHALL 2. STORM DRAIN PROTECTION SHALL BE CONSTRUCTED AROUND CATCH BASINS AS PER THE
<br /> APPLY CONTINUOUSLY AND NOT BE LIMITED -10 NORMAL WORKING HOURS, AND THAT THE DETAILS AND SPECIFICATIONS CONTAINED HEREIN -TO PREVENT OFF--FLOW OF SILTATION FROM
<br /> THE PROJECT SITE INTO THE STORM DRAINAGE SYSTEM. THEY SHALL BE MAINTAINED IN PLACE ------
<br /> CONIRAC'TCR SHALL- DEFEND, INDEMNIFY AND HOLD -THE OWNER AND -THE ENGINEER fA
<br /> UNTIL. THE CONCLUSION OF THE SITE PAVING AND INSTALLATION OF PERMANENT LANDSCAPING,
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<br /> HARMLESS FROM ANY AND AL...I LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
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<br /> PERFORMANCE Or I WORK ("IN THIS PROJECT, EXCEPTING FOR I..-IABIL17Y ARISING FROM THE 3, ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE z
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<br /> SOLE NIEGLI'ENCE OF IHE, OWNER OR I E E R, z F L'i
<br /> 1— HE ENGINE SHALL BE MAINTAINED SO AS 'TO PREVENT SEDIMENT LADEN RUNOFF FROM ENTERING THE 0
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<br /> STORM DRAINAGE SYSTEM OR ADJACENT PROPERTIES, 0 C-)
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<br /> 5. C,0 N R A CT 0 R SHALL COMPLY WITH THE RULES AND REGUI_ ATIONS OF THE STATE < U
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<br /> CONSTRUCTION SAFETY ORDERS. 4, ALL EROSION CONTROL- FACILITIES SHALL- BE INSPECTED BY THE CONTRACTOR AND
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<br /> REPAIRED, AS REQUIRED, AT THE CONCLUSION OF EACH WORKING DAY DURING THE RAINY z IV)
<br /> -RIALS AND ME I I TH THE ORDINANCES, SEASON, -THE CONTRACTOR SHALL INSPECT THE EROSION CONTROL FACILITIES AND MAKE
<br /> 6. ALL- CONSTRUCTION MATr-,1 -IODS SHALL COMPLY WI ly
<br /> V) LL_ I
<br /> TIONS AND STANDARDS OF SAN JOAQUIN COUNTY, NECESSARY REPAIRS THERETO PRIOR TO ANTICIPATED STORMS, AND SHALL PERIODICALLY SITE r-1 -o
<br /> SPECIFICATIONS 0 10
<br /> INSPECT THE SITE AT REASONABLE INTERVALS DURING STORMS OF EXTENDED DURATION, 01-
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<br /> IS REPAIRS TO DAMAGED FACILITIES SHALL BE REPAIRED IMMEDIATELY,
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<br /> i. U TILI TIES AND UNDERGROUND FACILITIES INDICATED ARE FOR INFORMA TION ONLY. 11
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<br /> THE CONTRACTOR'S RESPONSIBILITY 10 VrERIF Y -THE LOCATION AND DEPTH WITH -THE ID
<br /> 5, PROVISIONS SHALL BE MADE TO ASSURE THAT BORROW AREAS AND STOCKPILED SOILS ARE
<br /> C r THE CITY NOR -THE ENGINEER ASSUMES 0 10-
<br /> APPROPRIATE A ,ENCIES. NE,lTHER THE OWNER NOR u < I L I
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<br /> RESPONSIBILITY THAT THE UTILITIES AND UNDERGROUND FACILITIES INDICATED WILL_ BE THE PROTECTED FROM EROSION, THIS SHALL CONSIST, AS A MINIMUM, OF COVERING WITH PLASTIC I Li-
<br /> SHEETING OR BY SEEDING, MULCHING AND FERTILIZING.
<br /> 0 10
<br /> -ACILITIES ENCOUNTERED. CONTRACTOR SHALL CONTACT
<br /> UTILITIES AND UNDERGROUND F
<br /> U ERGROUND SERVICE AL -TO LOCATE ALL,. U11L.111ES (800) 227-2600, 6, AS SOON AS PRACTICABLE FOLLOWING EACH STORM, THE CONTRACTOR SHALL REMOVE ANY 10
<br /> NDE _ERT (U,S�A,)
<br /> ACCUMULATION (OF SILT OR DEBRIS FROM THE EROSION CONTROL BASIN AND SHALL CLEAR ju
<br /> 8. THE CON �RACTOR IS RESPONSIBLE FOR MAFCI--IING EXISTING STREETS, SURROUNDING TF-IE OUTLET PIPE OF ANY BLOCKAGE.
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<br /> ENTS WITH A SMOOTH TR TION IN PAVING, CURBS,
<br /> LANDSCAPE AND OTHER MPROVEVI' ANSI 0
<br /> G�JTIFERS, SIDEWALKS, GRADING, 'ETC,, AND TO AVOID ANY ABRUPT OR APPARENT CHANGES 7, THE CONTRACTOR SHA[ L BE SOLELY RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF 0
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<br /> IN GRADEES OR CROSS SLOPES, LOW SPOTS OR HAZARDOUS CONDITIONS. THE EROSION CONTROL FACILITIES AND SHALL CONDUCT PERIODIC INSPECTION OF THE PROJECT
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<br /> SITE DURING STORMS OR PROLONGED AND/OR HEAVY INTENSITY TO ASSURE THAT THEY 0 tall
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<br /> FUNCTION IN THE MANNER DESCRIBED HEREIN,
<br /> RESPONSIBILITY FOR FINAL GRADE OF CONCRETE UNLESS Z CL
<br /> 9. THE ENGINEER ASSUMES NO RE
<br /> -ORMS ARE CHECKED PRIOR -TO POURING, <
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<br /> 8. STOCKPILE EROSION AND SEDIMENTATION CONTROL MATERIAL.S ONSITE,
<br /> 10. CONTRACTOR SHALL 'POST ON THE SITE, EMERGENCY TELEPHONE NUMBERS FOR PUBLIC
<br /> PIPING SPECIFICATIONS AND MATERIAL NOTEES
<br /> WORKS, AMBULANCE, POLICE AND FIRE DEPARTMENTS.
<br /> 1. ON--SITE PIPING SHALL BE AS PER THE TABLE BELOW:
<br /> 11, THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR OTHER
<br /> DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH FHWA. ABBREVIATIONS
<br /> SEWER: ALL. SIZES PER SAN JOAQUIN COUNTY STANDARD SPECIFICATIONS
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<br /> STORM: ALL SIZES PER SAN JOAQUIN COUNTY STANDARD SPECIFICATIONS AB AGGREGATE BASE
<br /> 12, BENCHMARK: FOUND 3" BRASS DISK ON NORTHWEST CORNER OF BRIDGE OVER
<br /> WATER: ALL SIZES PER SAN JOAQUIN COUNTY STANDARD SPECIFICATIONS AC ASPHALT CONCRETE
<br /> SIANISLAUS RIVER 'NEST OF GUARD RAIL, U.S. COAST GEODETIC BENCHMARK
<br /> AD AREA DRAIN
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<br /> 1957-1-1962, ELEVATION: 113.4' (NAND 88) ll� , "__� .1 11 ll,Que Rld
<br /> APN ASSESSOR'S PARCEL NUMBER
<br /> PAVING AND MATERIALS NOTES
<br /> Counftyview Dr, BC BEGIN CURVE
<br /> BOTTOM BO
<br /> 13, ALL WORK FOR STORM DRAIN AND SANITARY SEWER INSTALLATIONS SHALL BEGIN AT BOT LD
<br /> 1, ALL MATERIALS AND INSTALLATION METHODS SHALL CONFORM TO SAN JOAQUIN COUNTY
<br /> BACK LINE
<br /> BSBL BUILDING SE I
<br /> TI-1E DOWNSTREAM CONNECTION POINT. FHIS WILL ALLOW FOR ANY NECESSARY i I _>
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<br /> STANDARDS AND SPECIF1 CATIONS, AND THE STATE OF CALIFORNIA DEPARTMENT OF :7, _w!:>dd It ui
<br /> CB CATCH BASIN
<br /> AD us rMEN rS TO BE MADE PRIOR TO THE INSTALLATION OF THE ENTIRE LINE, IF THE TRANSPORTATION (CAI..-TRANS) STANDARD SPECIFICATIONS MAY 2006 AND THE
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<br /> CENTERLINE
<br /> CONTRACTOR IFAILS TO BEGIN AT -THE DOWNSTREAM CONNECTION POINT AND WORK UP RECOMMENDATIONS OF THE SOILS ENGINEER. CIL FENCE CHAINLINK FENCE
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<br /> STREAM, HE SHALL PROCEED AT HIS OWN RISK AND BE RESPONSIBLE FOR ANY NECESSARY DI DROP INLET
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<br /> ADJUSTMENTS. 2. INSTALLATION OF, AND MATERIALS FOR ASPHALT PAVING SHALL CONFORM SAN JOAQUIN DWY DRIVEWAY
<br /> COUNTY STANDARD SPECIFICATIONS, ALL "ON-SITE" FINAL COURSE ASPHALT SHALL HAVE 112" E EAST
<br /> 14. CONTRACTOR SHALL VISIT TI-IE SITE AND VERIFY ALL- EXISTING CONDITIONS PRIOR TO MAXIMUM MEDIUM GRADING, VICINPIPY MAP EC END CURVE
<br /> SUBMITTING A BID, NOT TO SCALE EL ELEVATION
<br /> 3. PRIME COAT, WHEN REQUIRED, SHALL BE PLACED IN ACCORDANCE WITH THE ELEV ELEVATION
<br /> 15, AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE SAN JOAQUIN COUNTY REQUIREMENTS OF SECTION 39 4 OF THE CALTRANS STANDARD SPECIFICATIONS. EX EXISTING
<br /> DEVELOPMENT SERVICES DEPARTMENT PRIOR TO ANY OFF--SITE CONSTRUCTION. ANY AND ED FOUND
<br /> ALL SPECIFIC REQUIREMENTS AND/OR CONSTRUCTION DETAILS IMPOSED BY THE 4. FOG SEAL COAT, WHEN REQUIRED, SHALL BE PLACED IN ACCORDANCE WITH THE FF FINISH FLOOR
<br /> E_ REQUIREMENTS OF SECTION 37--1 OF THE CALTRANS STANDARD SPECIFICATIONS. FG FINISHED GRADE —------
<br /> E.NCROAC�--IVIENT PERMIT SHALL BECOME A PART OF THESE IMPROVEMENT PLANS, FH FIRE HYDRANT Ld
<br /> FL FLOWLINE <
<br /> 5. CONCRETE: ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACI AND
<br /> 16. THE CONTRACTOR SHALL_ BE HELD SOLELY RESPONSIBLE FOR ANY CHANGES MADE CBC CODES, THE SAN JOAQUIN COUNTY STANDARD PLANS AND SPECIFICATIONS, AND GR GRATE
<br /> WITHOUT THE WRITTEN AUTI--lORIZATION FROM MORRIS ENGINEERING clk SURVEYING, INC, CAI-TRANS STANDARD PLANS AND SPECIFICATIONS, LEGEND HDR HEADER
<br /> HPT HIGH POINT
<br /> P EXISTING DESCRIPTION PROPOSED HYD H YD R A N'T
<br /> 17, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESERVATION OF ALL SURVEY AND INV INVERT ELEVATION
<br /> CONSTRUCTION STAKES. SURVEY AND CONSTRUCTION STAKES THAT ARF LOST OR UTILL TY NOTES PROPERTYLINE
<br /> IP IRON PIPE
<br /> DE'S_TROY':__1l_) DUE TO THE CONTRACTOR'S NEGLIGENCE WILL BE RESET AT -THE EXPENSE OF
<br /> IRR IRR IGATION
<br /> THE CON-TRACTOR. 1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF EXISTING UTILITIES AND LF I.-INEAR FOOT
<br /> D STORM DRAIN SD SD SD
<br /> FOR THE REPAIRS OF THOSE DAMAGED DURING CONSTRUCTION, MH MANHOLE
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<br /> 18, CONTRACTOR'S BIT) SHALL INCLUDE THE COST OF ANY NECESSARY SOILS COMPACTION S ss SANITARY SEWER MIN MINIMUM
<br /> 2� ALL MATERIAL SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS NOTED N NORTH
<br /> AND MATERIAL TESIING, 0
<br /> OTHERWISE. -_-__---- ---------- ✓ WATER LINE w w w p PAVEMENT N
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<br /> PB PUL... BOX
<br /> GRADING NOTES 3, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AMPLE COVER FOR THE IRRIGATION LINE IRR IRR IRR PROPERTY LINE 0
<br /> PROTECTION OF ALL INSTALLED UTILITIES DURING THE CONSTRUCTION OF THIS PROJECT, PM PARCEL MAP 0
<br /> PP POWER POLE
<br /> NOTE: THESE PLANS ARE APPROVED SUBJECT TO: 4. THE CONTRACTOR SHALL SCHEDULE AND COORDINATE ANY WORK TO BE DONE BY THE FENCE LINE PUE PUBLIC UTILITY EASEMENT 0 D m
<br /> SERVING UTILITY COMPANIES IN CONJUNCTION WITH AND NECESSARY FOR THE INSTALLATION - ------- ............ EDGE OF PAVEMENT R/W RIGHT-OF-WAY z
<br /> 1, THE ISSUANCE OF' A GRADING PERMIT FROM SAN JOAQUIN COUNTY, OF THE COMPLETE AND OPERABLE UTILITY SYSTEMS SHOWN NECESSARY
<br /> UNLESS NOTED RIM RIM ELEVATION 0 w
<br /> OTHERWISE, —------ EASEMENT S SOUTH >
<br /> 2� THE CONTRACTOR SHALL NOTIFY THE SAN JOAQUIN COUNTY (209) AT LEAST 48 HOURS S= SLOPE j
<br /> BEFORE THE, START OF ANY GRADING, 5. THE CONTRACTOR IS TO FURNISH THE OWNER WITH A COPY OF ALL PERMITS AND FINAL, UTILITY POLE sco SEWER CLEANOUT >
<br /> ACCEPTANCES GRAN-FED BY THE UTILITY COMPANY AND/OR AGENCY INVOLVED, SID STORM DRAIN C) ff 11
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<br /> 3. APPROVAL- OF THIS PLAN APPLIES ONLY "TO THE EXCAVATION, PLACEMENT, AND X 1,69.4 SPOT ELEVATION SDMH STORM DRAIN MANHOLE
<br /> F NATURAL EARTH MATERIAl S, THIS APPROVAL DOES NOT CONFER ANY SF SQUARE FOOT
<br /> COMPACTION O� 6, ALL. UTILITY LINE BACKFILL MATERIAL SHALL BE TESTED AND APPROVED BY THE 70------------ ------- ------ Ss SANITARY SEWER z
<br /> RIGHTS OF EN TRY TO El THEIR PUBLIC PROPERTY OR THE PRIVATE PROPERTY OF OTHERS, PROJECT SOILS ENGINEER. BACKFILL PLACEMENT AND COMPACTION SHALL BE MADE BY CONTOUR SSMH SANITARY SEWER MANHOLE w w go
<br /> E_ METHODS AND TO THE DEGREE SPECIFIED BY THE SOILS ENGINEER. BACKFILL COMPACTION
<br /> APPROVAL OF THIS PLAN ALSO DOES NOT CONSTITUTE APPROVAL OF ANY IMPROVEMENTS. TO 'TOP OF CURB
<br /> TESTS AND REPORTS SHALL BE MADE BY THE SOILS ENGINEER AND FURNISHED TO THE CURB cm (A
<br /> PROPOSED IMPROVEMENTS ARE SUBJECT 10 REVIEW AND APPROVAL BY THE RESPONSIBLE OWNER AND ARCHITECT FOR APPROVAL, PIPE BEDDING SHALL COMPLY WITH THE SOILS TMH -TERMINAL MANHOLE z z
<br /> AUTHORITIES AND ALL OTHER REQUIRED PERMITS SHALL BE OBTAINED INCLUDING GRADING TYPICAL m
<br /> PERMIT, WDID #, AN") AIR QUALITY DISTRICT APPROVAL, ENGINEER AND 'SAN JOAQUIN COUNTY, LIGHT STANDARD -0 WATER w 0.
<br /> WATER METER 0
<br /> d. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 1-0 IDENTIFY, LOCATE AND 7, CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) PRIOR TO START OF WATER METER wV WATER VAI.-VE J
<br /> ANY CONSTRUCTION, (800) 227--2600, 4
<br /> PROTECT ALL. UNDERGROUND FACII.-ITIES. FIRE HYDRANT
<br /> 5. THE CONTRACTOR SHALL MAINTAIN THE STREETS, SIDEWALKS AND ALL_ OTHER PUBLIC 8. IT SHALL BE "THE RESPONSIBILITY OF THE CONTRACTOR 'TO COORDINATE ALL NECESSARY W
<br /> E u UTILITY RELOCATIONS, IF REQUIRED, WITH THE APPROPRIATE UTILITY COMPANIES, WATER VALVE w
<br /> RIGHTS--OF--WAY IN A CLEAN, SAFE ANID USABLE CONDITION, ALL SPII.A_S OF SOIL, ROCK
<br /> OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PUBLICLY OWNED PROPERTY 9, ALL UNDERGROUND FACILITIES SHALL BE INSTALLED PRIOR TO THE CONSTRUCTION OF ffEl CATCH BASIN
<br /> DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT, ALL ADJACENT CURBS, FINAL PREPARATION OF SUBGRADE, AND PLACEMENT OF BASE MATERIALS,
<br /> PROPERTY, PRIVATE OR PUBLIC, SHALL BE MAINTAINED IN A CLEAN, SAFE AND USABLE 0 DROP INLET SHEETINDEX
<br /> CONDITION. 10. THE DOMES71C WATER LINE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS,
<br /> AND SAN JOAQUIN COUNTY ADOPTED UNIFORM PLUMBING CODE AND UNIFORM PLUMBING STORM MANHOLE SHEET
<br /> CODE. PIPE MATERIAL SHALL BE THAT ALLOWED BY THE UNIFORM PLUMBING CODE AND THE
<br /> 6, ALL GRADING SHALL BE PERFORMED IN SUCH A MANNER AS TO COMPLY WITH THE
<br /> STANDARDS ESTABLISHED BY THE AIR QUALITY MAINTENANCE DISTRICT FOR AIRBORNE TY TO VERIFY THAT THE TYPE u
<br /> SAN JOAQUIN C(OUNTY, IT IS THE CONTRACTOR'S RESPONSIBILITY c2l SEWER MANHOLE Cl GENERAL N '-"' TES
<br /> AND SPECIFICATIONS OF _ALL MATERIAL,_ ETC, CONFORM TO THESE STANDARDS, c
<br /> PARIICLES (DUST), u ------..............
<br /> CONTRACTOR SHALL. BE RESPONSIBLE FOR PRESSURE AND BACTERIA TESTING OF WATER LINES
<br /> C2 TPOGRAPHIC PLAN
<br /> AS REQUIRED BY SAN JOAQUIN COUNTY, BACTERIA TESTS SHALL. BE PERFORMED BY A OF 3
<br /> -----------
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<br /> 7. ALL. KNOWN W[__LL, LOCATIONS ON FIHE SITE HAVE BEEN INCLUDED AND SUCH WELL. CERTIFIEDLABORATORY TECHNICIAN. REFER TO SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC C 3 GRADING & UTILITY PLAN DATE '5
<br /> SHALL- BE MAINTAINED OR ABANDONED ACCORDING TO CURRENT REGULATIONS WORKS AND THE SAN JOAQUIN COUNTY ENVIRONMENTAL RESOURCES FOR ALL WATER LINE
<br /> 6-29-09
<br /> ADMINISTERED BY SAN JOAQUIN COUNTY ENVIRONMENTAL RESOURCES, TESTING REQUIREMENTS.
<br /> JOB NO,
<br /> 09- 113
<br />
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