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0 <br />L3 <br />C <br />A <br />E <br />F <br />REV I DATE <br />1 <br />2 <br />(E) EDGE OF RIGHT-OF-WAY <br />(ESTIMATED) <br />G Q)--- <br />(E) <br />4r(E) CONCRETE GUTTER <br />3 <br />E <br />a � <br />+++++i d n' •a ,a''. (N)AGGREGATEBASE 20"MIN. <br />a ' <br />° d . • Zoo8 MIN.: <br />(E) SIDEWALK • ' d' e " : / /✓// <br />(E) CONCRETE GUTTER <br />ad <br />da <br />a <br />-.4 <br />• <br />°d <br />d. <br />A <br />d: <br />(E)CURB <br />a' <br />d <br />m'. <br />�- <br />d a <br />d • • <br />d <br />d <br />d ° <br />o. d <br />A ° d <br />8. <br />d .. <br />° <br />EDGE OF ASPHALT <br />2 ASPHALT PATCH PLAN VIEW <br />C-2 NOT TO SCALE <br />/X0// <br />(E) ASPHALT <br />8" MIN. BORING O2 <br />RALI IIQL AIIQI <br />DESCRIPTION I DRN I APP <br />1 1 2 <br />3" MIN. i. <br />9 <br />(N) ASPHALT PATCH coo <br />M <br />... <br />N l L *II L L <br />son � <br />(E) AGGREGATE BASE <br />6" MIN. <br />0 (N) CONTROLLED <br />DENSITY FILL <br />8" MIN. <br />0 (N) PORTLAND <br />GROUT CEMENT <br />(E) 2" ID. SCH 40 PVC <br />WELL CASING <br />(E) PORTLAND <br />GROUT CEMENT <br />(E) DRY GRANULAR <br />BENTONITE <br />0 (E) 2" ID. SCH 40 PVC WELL <br />SCREEN "D" SLOT SIZE <br />(E) SAND FILTER PACK <br />NATIVE SOIL (TYP.) <br />(E) THREADED PVC <br />END CAP <br />rl�N WELL DESTRUCTION -SECTION <br />C-2 NOT TO SCALE <br />6 1 7 1 8 <br />NOTES: <br />1. UPPER FIVE FEET OF WELL SHALL BE OVER DRILLED PER THE WELL DESTRUCTION WORK PLAN. WELL SCREEN SHALL BE <br />SHOT PERFORATED PER THE WELL DESTRUCTION WORK PLAN, AFTER WHICH WELL CASING SHALL BE GROUTED PER SAN <br />JOAQUIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT REQUIREMENTS AND PER THE WELL DESTRUCTION WORK PLAN. <br />2. EXISTING ASPHALT SHALL BE SAW CUT 6 INCHES BEYOND THE EDGE OF THE BORING IN ACCORDANCE WITH SAN JOAQUIN <br />COUNTY REQUIREMENTS (SEE STANDARD DRAWING R-29). ALL SURFACE COMPLETIONS SHALL BE COMPLETED USING HOT <br />PATCH ASPHALT CONCRETE PER SAN JOAQUIN COUNTY REQUIREMENTS (SEE STANDARD DRAWING R-29). <br />3. NEW ASPHALT CONCRETE PAVING SHALL BE BUTT JOINED TO THE EXISTING ASPHALT CONCRETE VERTICAL FACE. ALL <br />VERTICAL EDGES OF EXISTING ASPHALT CONCRETE SHALL BE TACK COATED. NEW PAVEMENT SHALL BE 1/8" HIGHER THAN <br />EXISTING PAVEMENT. APPLY FOG SEAL COAT OF CSS -1 OR SS -1 ASPHALT EMULSION WITHIN 24 HOURS AS SPECIFIED ON <br />STANDARD DRAWING R-29. <br />4. DISTANCE TO CENTERLINE AND EDGE OF RIGHT OF WAY ARE ESTIMATED TO 0.5 FOOT. <br />5. DISTANCE FROM CENTER OF WELL TO EDGE OF ASPHALT WAS FIELD VERIFIED ON 8/18/2023 AND IS ESTIMATED TO 0.1 <br />FOOT. <br />6. NEW PAVEMENT SHALL BE 1" THICKER THAN EXISTING PAVEMENT. NEW BASE SHALL BE 1" THICKER THAN EXISTING BASE <br />7. CONTROLLED DENSITY FILL SHALL BE NON-STRUCTURAL AND CONFORMING TO SAN JOAQUIN COUNTY STANDARD <br />SPECIFICATIONS <br />8. SIDWALK FLAG SHALL BE REPLACED TO EXISTING SCORE LINES AS SHOWN ON DETAIL 3/C3. CURB AND GUTTER SHALL NOT <br />BE REPLACED. 1/2"x24" REBAR AT 12" MAX ON CENTER, AS SPECIFIED ON STANDARD DRAWING R-6, SHALL BE EPDXY <br />ANCHORED INTO WALLS OF EXISTING CONCRETE SIDEWALK WITH MINIMUM 6 -INCH EMBEDMENT USING SIMPSON SET -XP <br />EPDXY, OR ENGINEER APPROVED SIMILAR. <br />9. SPECIAL INSPECTIONS NOT REQUIRED PER CBC SECTION 1704.2 EXCEPTION 1: SPECIAL INSPECTIONS AND TESTS ARE NOT <br />REQUIRED FOR CONSTRUCTION OF A MINOR NATURE. <br />10.NO AGGREGATE SAHLL BE USE UNDER REPLACED SIDEWALK FLAG. SUBGRADE SHALL REMAIN UNDISTURBED; <br />THEREFORE NO COMPACTING OF SUBGRADE SHALL BE COMPLETED. <br />11.PORTLAND CEMENT CONCRETE FOR SIDEWALK FLAG REPLACEMENT SHALL BE CLASS 3 PER CALTRANS SECTION 90 <br />STANDARD SPECIFICATIONS. <br />12.ALL RADII FOR SIDEWALK CONCRETE ROUNDING EDGES SHALL BE 3/4". <br />TABLE 1: WELL CONSTRUCTION DETAILS <br />DESIGN BY: RH <br />TITLE: <br />SECTIONS AND DETAILS <br />DRAWN BY: MA <br />SIDEWALK SCORE LINE O <br />DISTANCE FROM <br />DISTANCE FROM <br />DISTANCE FROM <br />APPROVED BY: SF <br />3 4 5 <br />�-# <br />6" MIN. (TYP.) <br />(E) CONCRETE GUTTER <br />DEPTH TO TOP OF <br />TOTAL DEPTH OF <br />SCREEN SLOT SIZE <br />CENTER OF WELL <br />- <br />+ + <br />+ <br />DATE INSTALLED <br />,° <br />.. <br />BORING (FT BGS) <br />a... <br />TO EDGE OF <br />G <br />4a. <br />TO RIGHT OF WAY <br />.. .e <br />d• <br />+ <br />+ <br />+ <br />+ <br />6" MIN. g <br />+ <br />+ <br />(FT) <br />a <br />B <br />C <br />D <br />E <br />F <br />G <br />MW -005A <br />9/24/1990 <br />41 <br />61 <br />64 <br />0.020 <br />3.6 <br />20.9 <br />8.1 <br />MW -103A <br />4/29 - 5/2/97 <br />57.5 <br />87.5 <br />89.5 <br />0.010 <br />4.4 <br />9.2 <br />19.4 <br />MW -104A <br />7/9 - 7/10/98 <br />51 <br />78 <br />80 <br />0.010 <br />2.2 <br />13.3 <br />14.4 <br />MW -105A <br />5/6-5/8/97 <br />46 <br />76 <br />79 <br />0.010 <br />4.4 <br />11.9 <br />13.8 <br />MW -110A <br />7/15 - 7/16/98 <br />52 <br />82 <br />85 <br />0.010 <br />2.3 <br />12.9 <br />14.7 <br />MW111A <br />7/13 - 7/14/98 <br />'!: <br />80 <br />83 <br />0.010 <br />.i, a'•• <br />11.2 <br />15.3 <br />°c. <br />+ <br />+ <br />+ <br />+ <br />..ate <br />• . <br />,! <br />.'t. :•: <br />' <br />•�:. ' <br />�• 8" MIN.°BORING <br />2 d. '• <br />.... <br />.•• is <br />•• <br />• : <br />•� :.• <br />:y°° <br />° <br />'a.' .. .. <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />2 MAX.'. <br />•a. <br />�,• <br />:.: <br />4' <br />4 <br />a, <br />,' <br />.a <br />1 <br />•.. <br />'t <br />e ° <br />APPROX.3. <br />.. yip <br />a'. <br />+•• '.+ <br />' <br />'• <br />•4' <br />(E)CURB <br />+T+T+T+ <br />_. • <br />.4 <br />,• <br />a <br />`� <br />+ <br />+ <br />+ <br />+ <br />i <br />.. <br />! . <br />•�• <br />+ <br />. d (N) SIDEWALK 60Y1 <br />a' <br />..' <br />+ <br />A4... <br />.. • <br />.:• •.. <br />4.. <br />i <br />4.. ,. 1. ' <br />(N) <br />1/2"x24" REBAR <br />+++ <br />or <br />8 <br />d <br />a <br />/(E) <br />(E) SIDEWALK <br />12" O.C. MAX. O8 <br />SIDEWALK <br />EXPANSION JOINT O <br />LANDSCAPING <br />3 CONCRETE PATCH PLAN VIEW <br />C-3 NOT TO SCALE <br />DESCRIPTION I DRN I APP <br />1 1 2 <br />3" MIN. i. <br />9 <br />(N) ASPHALT PATCH coo <br />M <br />... <br />N l L *II L L <br />son � <br />(E) AGGREGATE BASE <br />6" MIN. <br />0 (N) CONTROLLED <br />DENSITY FILL <br />8" MIN. <br />0 (N) PORTLAND <br />GROUT CEMENT <br />(E) 2" ID. SCH 40 PVC <br />WELL CASING <br />(E) PORTLAND <br />GROUT CEMENT <br />(E) DRY GRANULAR <br />BENTONITE <br />0 (E) 2" ID. SCH 40 PVC WELL <br />SCREEN "D" SLOT SIZE <br />(E) SAND FILTER PACK <br />NATIVE SOIL (TYP.) <br />(E) THREADED PVC <br />END CAP <br />rl�N WELL DESTRUCTION -SECTION <br />C-2 NOT TO SCALE <br />6 1 7 1 8 <br />NOTES: <br />1. UPPER FIVE FEET OF WELL SHALL BE OVER DRILLED PER THE WELL DESTRUCTION WORK PLAN. WELL SCREEN SHALL BE <br />SHOT PERFORATED PER THE WELL DESTRUCTION WORK PLAN, AFTER WHICH WELL CASING SHALL BE GROUTED PER SAN <br />JOAQUIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT REQUIREMENTS AND PER THE WELL DESTRUCTION WORK PLAN. <br />2. EXISTING ASPHALT SHALL BE SAW CUT 6 INCHES BEYOND THE EDGE OF THE BORING IN ACCORDANCE WITH SAN JOAQUIN <br />COUNTY REQUIREMENTS (SEE STANDARD DRAWING R-29). ALL SURFACE COMPLETIONS SHALL BE COMPLETED USING HOT <br />PATCH ASPHALT CONCRETE PER SAN JOAQUIN COUNTY REQUIREMENTS (SEE STANDARD DRAWING R-29). <br />3. NEW ASPHALT CONCRETE PAVING SHALL BE BUTT JOINED TO THE EXISTING ASPHALT CONCRETE VERTICAL FACE. ALL <br />VERTICAL EDGES OF EXISTING ASPHALT CONCRETE SHALL BE TACK COATED. NEW PAVEMENT SHALL BE 1/8" HIGHER THAN <br />EXISTING PAVEMENT. APPLY FOG SEAL COAT OF CSS -1 OR SS -1 ASPHALT EMULSION WITHIN 24 HOURS AS SPECIFIED ON <br />STANDARD DRAWING R-29. <br />4. DISTANCE TO CENTERLINE AND EDGE OF RIGHT OF WAY ARE ESTIMATED TO 0.5 FOOT. <br />5. DISTANCE FROM CENTER OF WELL TO EDGE OF ASPHALT WAS FIELD VERIFIED ON 8/18/2023 AND IS ESTIMATED TO 0.1 <br />FOOT. <br />6. NEW PAVEMENT SHALL BE 1" THICKER THAN EXISTING PAVEMENT. NEW BASE SHALL BE 1" THICKER THAN EXISTING BASE <br />7. CONTROLLED DENSITY FILL SHALL BE NON-STRUCTURAL AND CONFORMING TO SAN JOAQUIN COUNTY STANDARD <br />SPECIFICATIONS <br />8. SIDWALK FLAG SHALL BE REPLACED TO EXISTING SCORE LINES AS SHOWN ON DETAIL 3/C3. CURB AND GUTTER SHALL NOT <br />BE REPLACED. 1/2"x24" REBAR AT 12" MAX ON CENTER, AS SPECIFIED ON STANDARD DRAWING R-6, SHALL BE EPDXY <br />ANCHORED INTO WALLS OF EXISTING CONCRETE SIDEWALK WITH MINIMUM 6 -INCH EMBEDMENT USING SIMPSON SET -XP <br />EPDXY, OR ENGINEER APPROVED SIMILAR. <br />9. SPECIAL INSPECTIONS NOT REQUIRED PER CBC SECTION 1704.2 EXCEPTION 1: SPECIAL INSPECTIONS AND TESTS ARE NOT <br />REQUIRED FOR CONSTRUCTION OF A MINOR NATURE. <br />10.NO AGGREGATE SAHLL BE USE UNDER REPLACED SIDEWALK FLAG. SUBGRADE SHALL REMAIN UNDISTURBED; <br />THEREFORE NO COMPACTING OF SUBGRADE SHALL BE COMPLETED. <br />11.PORTLAND CEMENT CONCRETE FOR SIDEWALK FLAG REPLACEMENT SHALL BE CLASS 3 PER CALTRANS SECTION 90 <br />STANDARD SPECIFICATIONS. <br />12.ALL RADII FOR SIDEWALK CONCRETE ROUNDING EDGES SHALL BE 3/4". <br />TABLE 1: WELL CONSTRUCTION DETAILS <br />THIS DRAWNG MAY NOT BE ISSUED <br />FOR PROJECT TENDER OR <br />CONSTRUCTION, UNLESS SEALED. <br />SIGNATURE <br />DATE <br />DESIGN BY: RH <br />TITLE: <br />SECTIONS AND DETAILS <br />DRAWN BY: MA <br />PROJECT: <br />WELL DESTRUCTION DESIGN <br />DISTANCE FROM <br />DISTANCE FROM <br />DISTANCE FROM <br />APPROVED BY: SF <br />3 4 5 <br />DEPTH TO BOTTOM <br />DEPTH TO TOP OF <br />TOTAL DEPTH OF <br />SCREEN SLOT SIZE <br />CENTER OF WELL <br />CENTER OF WELL <br />CENTER OF WELL <br />WELL ID <br />DATE INSTALLED <br />SCREEN (FT BGS) <br />OF SCREEN (FT <br />BORING (FT BGS) <br />(INCHES) <br />TO EDGE OF <br />TO ROAD <br />TO RIGHT OF WAY <br />BGS) <br />GUTTER (FT) <br />CENTERLINE (FT) <br />(FT) <br />A <br />B <br />C <br />D <br />E <br />F <br />G <br />MW -005A <br />9/24/1990 <br />41 <br />61 <br />64 <br />0.020 <br />3.6 <br />20.9 <br />8.1 <br />MW -103A <br />4/29 - 5/2/97 <br />57.5 <br />87.5 <br />89.5 <br />0.010 <br />4.4 <br />9.2 <br />19.4 <br />MW -104A <br />7/9 - 7/10/98 <br />51 <br />78 <br />80 <br />0.010 <br />2.2 <br />13.3 <br />14.4 <br />MW -105A <br />5/6-5/8/97 <br />46 <br />76 <br />79 <br />0.010 <br />4.4 <br />11.9 <br />13.8 <br />MW -110A <br />7/15 - 7/16/98 <br />52 <br />82 <br />85 <br />0.010 <br />2.3 <br />12.9 <br />14.7 <br />MW111A <br />7/13 - 7/14/98 <br />60 <br />80 <br />83 <br />0.010 <br />3.8 <br />11.2 <br />15.3 <br />THIS DRAWNG MAY NOT BE ISSUED <br />FOR PROJECT TENDER OR <br />CONSTRUCTION, UNLESS SEALED. <br />SIGNATURE <br />DATE <br />DESIGN BY: RH <br />TITLE: <br />SECTIONS AND DETAILS <br />DRAWN BY: MA <br />PROJECT: <br />WELL DESTRUCTION DESIGN <br />CHECKED BY: RH <br />REVIEWED BY: SV <br />SITE: 503 BENJAMIN HOLT DRIVE <br />LINCOLN CENTER, STOCKTON, CALIFORNIA <br />APPROVED BY: SF <br />3 4 5 <br />n <br />DATE: SEPTEMBER 2023 <br />Geosyntec ° PROJECT NO. SAC111K <br />COnsultmtS FILE: <br />Lc oasgnorawmgs aan <br />3043 GOLD CANAL DRIVE, SUITE 100 DRAWING NO.: <br />RANCHO CORDOVA, CA 95670 USA A 5TELEPHONE: 916.637.8048 C -Y OF <br />7 1 8 <br />0 <br />L3 <br />C <br />FBI <br />E <br />F <br />