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H
<br />DESIGN CRITERIA
<br />MAXIMUM FLOW:
<br />MINIMUM FLOW:
<br />RINSE FLOW
<br />PRE -FILTERS:
<br />FLOW CONFIGURATION:
<br />SYSTEM TYPE:
<br />NUMBER OF VESSELS:
<br />CONFIGURATION:
<br />ION EXCHANGE MEDIA TYP:
<br />MAXIMUM WORKING PRESSURE:
<br />VESSEL DIAMETER
<br />(a) SYSTEM DESIGN BY SIEMENS WATER
<br />CRITERIA LISTED FOR REFERENCE
<br />1150 GPM
<br />400 GPM
<br />400 GPM
<br />10 MICRON BAG (2)
<br />70/30 EXCHANGER/BYPASS
<br />ION EXCHANGE (a)
<br />2 (a)
<br />SERIES (a)
<br />DOWEX 1 TYPE I STRONG
<br />BASE ACID RESIN(a)
<br />125 PSI (a)
<br />12 FT (a)
<br />WELL NO. 3 (E)
<br />10" RW
<br />Ii
<br />u
<br />BAG FILTERS PROVIDED BY
<br />SIEMENS AND INSTALLED BY
<br />VENT i CONTRACTOR
<br />I �
<br />� I
<br />I �
<br />I �
<br />I �
<br />t � 1 •-I
<br />1 I
<br />I �
<br />I �
<br />6" RW
<br />(TYP)I �
<br />1 ❑ I
<br />1 DRAIN!
<br />L------
<br />'
<br />STATIC 13.5 FT BGS, MAY 12, 2005 (TYP)
<br />HISTORIC LOW: 42 FT BGS
<br />30 DAY PUMPING O 1200 GPM; 75 FT BGS
<br />PUMP INTAKE ±100 FT BGS
<br />t
<br />10" FWMy
<br />I
<br />M
<br />10" FW
<br />UTILITY AIR/ UTILITY AIR/
<br />WATER WATER
<br />MEDIA VACUUM VACUUM MEDIA
<br />FILL /AIR AIR FILL
<br />IRELEASE � l RELEASE I
<br />I
<br />S S
<br />I
<br />S S
<br />I
<br />I I I
<br />MEDIA
<br />DISCHARGE
<br />MEDIA
<br />DISCHARGE
<br />(TYP)
<br />(TYP)
<br />10" PW
<br />FLOW SCHEMATIC
<br />+ 1
<br />NITRATE
<br />ANALYZER
<br />u
<br />REVISION
<br />HYPOCHLORITE INJECTION SYSTEM
<br />IN RELOCATED ENCLOSURE
<br />CL
<br />10" PW
<br />10,000 GALLON
<br />HYDROPNEUMATIC TANK
<br />ION -EXCHANGE NITRATE TREATMENT
<br />SYSTEM PROVIDED AND INSTALLED
<br />BY SIEMENS (NOT IN CONTRACT)
<br />6" R
<br />n
<br />COUNTY APPROVAL
<br />DESCRIPTION
<br />APPROVED BY DATE
<br />Exp.12-31-07
<br />No. C 59437
<br />DESIGN RESPONSIBILITY DOES NOT INCLUDE
<br />BAG FILTER OR ION EXCHANGE SYSTEM
<br />10" PW
<br />TO EXISTING
<br />DISTRIBUTION
<br />RECORPDRAV1/ING
<br />Corrections Py < 1p�--
<br />No Charges Ey
<br />AIRGAP Date ; _
<br />Any Person 0t.ing T is Drawing Should Verify
<br />All information By inspecting The Site Of Work
<br />INSE TO SANITARY
<br />SEWER 400 GPM MAX
<br />IE
<br />14
<br />I:
<br />GENERAL NOTES (CIVIL)
<br />RECORD DRAWING
<br />GENERAL NOTES (CIVIL) CONT'D
<br />These record drawings have been prepared
<br />1.
<br />based on information provided by others.
<br />10.
<br />THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 1540 (A)(1) OF THE CONSTRUCTION SAFETY ORDERS
<br />The Engineer has not verified the accuracy
<br />THE CONTRACTOR SHALL LAY OUT IMPROVEMENTS FROM THE DIMENSIONS SHOWN ON THE PLANS. ANY
<br />of such information and shall not be resp-
<br />AND THE LATEST EDITION OF SAN JOAQUIN COUNTY STANDARD SPECIFICATIONS AND SPECIAL
<br />onsible for any errors or omissions which
<br />CLARIFICATION OR CONFLICTS, DISCREPANCIES OR AMBIGUITIES SHOULD BE DIRECTED TO THE ENGINEER PRIOR
<br />may be incorporated herein as a result.
<br />PROVISIONS AND STANDARD DRAWINGS, THE JULY 2002 STATE OF CALIFORNIA DEPARTMENT OF
<br />10" PW
<br />TO EXISTING
<br />DISTRIBUTION
<br />RECORPDRAV1/ING
<br />Corrections Py < 1p�--
<br />No Charges Ey
<br />AIRGAP Date ; _
<br />Any Person 0t.ing T is Drawing Should Verify
<br />All information By inspecting The Site Of Work
<br />INSE TO SANITARY
<br />SEWER 400 GPM MAX
<br />IE
<br />14
<br />I:
<br />SCALE BAR IS ONE INCH DATE DRAWING NUMBER I SHEET NUMBER
<br />AT FULL SCALE DESIGNED NTC ECO: LOGIC FLYING J INC. FLYING J-LODI
<br />0� 11" JULY 2007 FLOW SCHEMATIC, SYMBOLS
<br />NO SCALE IF NOT ONE INCH DRAWN BD 333 WEST CENTER STREET CSA 31 WELL NUMBER 3 NITRATE
<br />SCAON THIS LEACCORDET FILE CHECKED MAG Engineering NORTH SALT LAKE, UT 84054 TREATMENT SYSTEM SITE IMPROVEMENTS AND DESIGN CRITERIA G3 3 OF 22
<br />FLYJ07-007 Rocklin, California
<br />GENERAL NOTES (CIVIL)
<br />GENERAL NOTES (CIVIL) CONT'D
<br />CONSTRUCTION NOTES
<br />1.
<br />ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS,
<br />10.
<br />THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 1540 (A)(1) OF THE CONSTRUCTION SAFETY ORDERS
<br />1.
<br />THE CONTRACTOR SHALL LAY OUT IMPROVEMENTS FROM THE DIMENSIONS SHOWN ON THE PLANS. ANY
<br />AND THE LATEST EDITION OF SAN JOAQUIN COUNTY STANDARD SPECIFICATIONS AND SPECIAL
<br />(TITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH
<br />CLARIFICATION OR CONFLICTS, DISCREPANCIES OR AMBIGUITIES SHOULD BE DIRECTED TO THE ENGINEER PRIOR
<br />PROVISIONS AND STANDARD DRAWINGS, THE JULY 2002 STATE OF CALIFORNIA DEPARTMENT OF
<br />STANDARDS BOARD PURSUANT TO THE CALIFORNIA SAFETY AND HEALTH ACT OF 1973, AS AMENDED, WHICH
<br />TO THE CONSTRUCTION OF THE IMPROVEMENTS.
<br />TRANSPORTATION STANDARD SPECIFICATIONS (US STANDARD UNITS), THE MANUAL OF UNIFORM
<br />STATES: PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE WHETHER UNDERGROUND
<br />2.
<br />WHERE PAVEMENT IS TO BE EXTENDED OR REMOVED, EXISTING PAVEMENT SHALL BE SAW CUT TO A NEAT, CLEAN
<br />TRAFFIC CONTROL DEVICES (MUTCD), AND CALIFORNIA SUPPLEMENTAL MANUAL. IN THE CASE OF A
<br />INSTALLATION: I.E., SEWER, WATER, FUEL, ELECTRIC LINES, ETC., WILL BE ENCOUNTERED AND, IF SO, WHERE SUCH
<br />LINE IMMEDIATELY PRIOR TO THE PLACEMENT OF THE NEW ASPHALT CONCRETE.
<br />CONFLICT THE MOST STRINGENT REQUIREMENTS SHALL APPLY AS DETERMINED BY THE ENGINEER.
<br />UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE APPROXIMATE LOCATION
<br />3.
<br />ALL NEW CONCRETE FLATWORK SHALL BE DRILLED AND DOWELED AND/OR KEYED INTO EXISTING FLATWORK IN
<br />2.
<br />THE TERM "ENGINEER" SHALL BE USED FOR THIS PROJECT AS DEFINED IN THE SUPPLEMENTAL
<br />OF SUCH AN INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL PROBING AND/OR DIGGING,
<br />ACCORDANCE WITH SAN JOAQUIN COUNTY STANDARD PLANS AND SPECIFICATIONS.
<br />CONDITIONS OF THE SPECIFICATIONS.
<br />AND WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING INSTALLATION.
<br />4.
<br />THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SIGNS FOR ALL REGULATORY TRAFFIC SIGNS REMOVED
<br />3.
<br />CONTRACTOR SHALL EXAMINE THE PROJECT WORK AREAS PRIOR TO BIDDING TO SATISFY THEMSELVES AS
<br />ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED
<br />DURING THE CONSTRUCTION.
<br />TO THE NATURE AND EXTENT OF EXISTING SITE CONDITIONS THAT WILL BE ENCOUNTERED.
<br />WORK AT LEAST 48 HOURS PRIOR THE START OF ACTUAL EXCAVATION.
<br />5.
<br />DURING CONSTRUCTION ALL CATCH BASINS AND DROP INLETS SHALL BE PROTECTED USING STORM DRAIN INLET FILTERS
<br />4.
<br />CONTRACTOR SHALL BE REQUIRED TO ARRANGE FOR ALL STORAGE/ STAGING AREAS. THE OWNER WILL NOT
<br />11.
<br />THE CONTRACTOR SHALL PROVIDE SHORING, BRACING, SLOPING OR PROVISIONS TO PROTECT WORKERS FOR ALL
<br />BAGS AND EITHER A STORM DRAIN INLET FILTER OR INLET SEDIMENTS CONTROL.
<br />PROVIDE STORAGE/ STAGING AREAS.
<br />AREAS TO BE EXCAVATED TO A DEPTH OF FIVE FEET OR MORE. SAID PROTECTION TO BE DONE IN ACCORDANCE
<br />6.
<br />IT IS PROHIBITED TO DISCHARGE ANYTHING EXCEPT CLEAN WATER INTO THE STORM DRAIN SYSTEM.
<br />5.
<br />THE INTENT IS THAT THESE PLANS REQUIRE ALL LABOR AND MATERIALS (EXCEPT AS SPECIFIED IN THE
<br />WITH THE REQUIREMENTS OF LOCAL, STATE, AND FEDERAL REGULATIONS (CAL -OSHA, OSHA)
<br />7.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SCHEDULING INSPECTION AND TESTING OF ALL FACILITIES
<br />SPECIFICATIONS, OR AS OTHERWISE NOTED) NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND
<br />12.
<br />CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN EXISTING UTILITIES AND PROPOSED
<br />CONSTRUCTED UNDER THIS CONTRACT. ALL TESTING SHALL CONFORM TO THE REGULATORY AGENCY'S STANDARD
<br />IMPROVEMENTS.
<br />SPECIFICATIONS. ALL TESTING AND INSPECTION SHALL BE PAID FOR BY THE OWNER; ALL RE -TESTING AND/OR REINSPECTION
<br />THAT THE WORK BE COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. THE
<br />13.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT WRITTEN AUTHORIZATION FROM
<br />SHALL BE PAID FOR BY THE CONTRACTOR.
<br />CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARDING ANY DISCREPANCIES AND AMBIGUITIES
<br />THE ENGINEER.
<br />8.
<br />THE CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF FULL-SIZED AS -BUILT RECORD DRAWINGS SHOWING THE FINAL
<br />THAT MAY EXIST IN THE PLANS OR SPECIFICATIONS. IF THE PLANS DESCRIBE PORTIONS OF THE WORK
<br />14.
<br />DURING CONSTRUCTION THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF EXISTING FACILITIES. THE
<br />LOCATION AND LAYOUT OF ALL MECHANICAL, ELECTRICAL AND INSTRUMENTATION EQUIPMENT; PIPING AND CONDUITS;
<br />IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL
<br />CONTRACTOR IS RESPONSIBLE TO REPAIR, TO THE SATISFACTION OF THE SAN JOAQUIN COUNTY DEPARTMENT OF
<br />STRUCTURES AND OTHER FACILITIES. THE AS-BUILTS OF THE ELECTRICAL SYSTEM SHALL INCLUDE THE STREET LIGHT
<br />PRACTICE IS TO PREVAIL AND THAT ONLY APPROVED MATERIALS AND WORKMANSHIP OF THE HIGHEST
<br />PUBLIC WORKS ANY FACILITIES DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
<br />LAYOUT PLAN SHOWING LOCATION OF LIGHTS, CONDUITS, CONDUCTORS, POINTS OF CONNECTIONS TO SERVICES, PULLBOXES,
<br />QUALITY ARE TO BE USED.
<br />15.
<br />WHERE EXISTING FENCES ARE TO BE REMOVED FOR CONSTRUCTION PURPOSES CONTRACTOR SHALL REMOVE AND
<br />AND WIRE SIZES. AS -BUILT RECORD DRAWINGS SHALL REFLECT CHANGE ORDERS, FIELD CHANGE NOTICES, AND ADJUSTMENTS
<br />6.
<br />THE TYPE, SIZE, LOCATION, AND DEPTH OF EXISTING UNDERGROUND UTILITIES SHOWN ON THESE DRAWINGS WERE
<br />REPLACE THE FENCING IN KIND. WHERE THE EXISTING FENCE IS USED FOR PROPERTY SECURITY AND/OR
<br />TO ALL IMPROVEMENTS CONSTRUCTED. WHERE NECESSARY, SUPPLEMENTAL DRAWINGS SHALL BE PREPARED AND SUBMITTED
<br />OBTAINED FROM SOURCES OF VARYING RELIABILITY. EFFORTS HAVE BEEN MADE TO LOCATE AND
<br />BY THE CONTRACTOR.
<br />DELINEATE ALL KNOWN UNDERGROUND FACILITIES. HOWEVER, NO RESPONSIBILITY FOR THE COMPLETENESS
<br />CONTAINMENT CONTRACTOR SHALL ERECT TEMPORARY FENCING (NOT SHOWN ON PLANS) DURING CONSTRUCTION.
<br />9•
<br />PRIOR TO ACCEPTANCE OF THE PROJECT. THE CONTRACTOR SHALL DELIVER TO THE ENGINEER, ONE SET OF NEATLY MARKED
<br />AND/OR ACCURACY OF THE DELINEATION OF SUCH UNDERGROUND FACILITIES, WHICH MAY BE ENCOUNTERED
<br />16.
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND LICENSES REQUIRED FOR THE CONSTRUCTION AND
<br />AS -BUILT RECORD DRAWINGS SHOWING THE INFORMATION REQUIRED ABOVE. AS -BUILT RECORD DRAWINGS SHALL BE
<br />ASSUMED BY THE ENGINEER OR OWNER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
<br />COMPLETION OF PROJECT.
<br />REVIEWED AND THE COMPLETE AS -BUILT RECORD DRAWING SET SHALL BE CURRENT WITH ALL CHANGES AND DEVIATIONS
<br />T
<br />THE EXISTENCEDEPTH, AND/OR LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE COMMENCEMENT
<br />17.
<br />ALL WORK IN PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE APPROVAL AND ACCEPTANCE OF SAN JOAQUIN COUNTY
<br />REDLINED AS A PRECONDITION TO THE FINAL PROGRESS PAYMENT APPROVAL AND/OR FINAL ACCEPTANCE.
<br />OF CONSTRUCTION.
<br />18.
<br />PUBLIC WORKS DEPARTMENT.
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE REMOVAL AND/OR RELOCATION OF ALL EXISTING
<br />10.
<br />REPLACE IN KIND ALL EXISTING STRUCTURES, PAVING AND LANDSCAPING DISTURBED BY CONSTRUCTION, UNLESS NOTED
<br />7.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UNDERGROUND
<br />OTHERWISE.
<br />UTILITIES AND SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES PRIOR TO COMMENCEMENT OF WORK.
<br />I F N
<br />UTILITIES AND INSTALLATION 0 NEW SERVICES, METERS TRANSFORMERS ETC. WITH RESPECTIVE UTILITY COMPANIES.
<br />11.
<br />THE EXCAVATED MATERIAL MAY NOT BE SUITABLE BACK FILL MATERIAL FOR THIS PROJECT. THE CONTRACTOR SHALL ARRANGE
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF ALL SUCH FACILITIES IN THE
<br />PACIFIC GAS do ELEC. (209) 942-1604 BILL BRIGHTON
<br />FOR DISPOSAL OF THE EXCAVATED MATERIAL UNSUITABLE FOR BACK FILL.
<br />AREA OF CONSTRUCTION, AND SHALL NOTIFY UTILITY COMPANIES AT LEAST FORTY-EIGHT HOURS IN ADVANCE OF
<br />SBC (209) 474-4364 DON SEEYLE
<br />12.
<br />CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN, OR OTHER DEVICES NECESSARY TO PROVIDE PUBLIC SAFETY
<br />ANY CONSTRUCTION (UNDERGROUND SERVICE ALERT 1-800-227-2600).
<br />SJCO PUBLIC WORKS (209) 468-3090 RON RALL
<br />AND TO MAINTAIN TRAFFIC CONTROL AT ALL TIMES IN ACCORDANCE WITH CALTRANS MANUAL OF TRAFFIC CONTROL.
<br />1
<br />8.
<br />LOCATION OF PIPELINES SHOWN ON THE DRAWINGS ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR
<br />COMCAST (209) 474-1747 EXT. 556542 ROBERT GONZALES
<br />13.
<br />ALL EXCAVATIONS SHALL BE COMPLETE OR BACK FILLED AT THE END OF THE DAY OR COVERED WITH PLATING AS APPROVED
<br />PROVIDING PIPE FITTINGS (WHETHER OR NOT SHOWN ON THE DRAWINGS) TO PLACE THE ALIGNMENT OF THE
<br />19.
<br />THE CONTRACTOR SHALL ADJUST TO GRADE ALL COUNTY FACILITIES (INCLUDING, BUT NOT LIMITED TO PULL BOXES,
<br />BY THE ENGINEER.
<br />PIPELINES AS CLOSE AS POSSIBLE TO THAT SHOWN ON THE DRAWINGS.
<br />MAINTENANCE HOLE RIM AND COVERS, METER BOXES) WITHIN THE LIMITS OF WORK AND/OR AS DIRECTED BY
<br />14.
<br />IF SAW CUTTING IS WITHIN 2 FEET OF AN EXISTING PAVEMENT EDGE OF EXISTING PAVEMENT PATCH, REMOVE EXISTING PAVEMENT
<br />9.
<br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS PRIOR TO PREPARATION OF SHOP DRAWINGS
<br />ENGINEER. THE FACILITIES SHALL BE ADJUSTED AS SET FORTH IN SAN JOAQUIN COUNTY STANDARD DRAWINGS.
<br />TO THAT EDGE AND REPLACE THE ENTIRE SECTION.
<br />AND ORDERING ANY MATERIAL.
<br />SCALE BAR IS ONE INCH DATE DRAWING NUMBER I SHEET NUMBER
<br />AT FULL SCALE DESIGNED NTC ECO: LOGIC FLYING J INC. FLYING J-LODI
<br />0� 11" JULY 2007 FLOW SCHEMATIC, SYMBOLS
<br />NO SCALE IF NOT ONE INCH DRAWN BD 333 WEST CENTER STREET CSA 31 WELL NUMBER 3 NITRATE
<br />SCAON THIS LEACCORDET FILE CHECKED MAG Engineering NORTH SALT LAKE, UT 84054 TREATMENT SYSTEM SITE IMPROVEMENTS AND DESIGN CRITERIA G3 3 OF 22
<br />FLYJ07-007 Rocklin, California
<br />
|