|
VERTICAL CURB AND GUTTER
<br />SCALE: NTS
<br />CONCRETE COLLAR
<br />WATER
<br />MAIN
<br />STANDARD VALVE BOX
<br />r- FINISHED GRADE
<br />RISER
<br />I - 3' MIN.
<br />NO SERVICE CONNECTIONS
<br />VALVE
<br />2'-6-
<br />9„UND
<br />[76.21
<br />FITTINGS
<br />ALLOWABLE SOIL BEARING
<br />2'-0"
<br />UNE OR SMALLER "A"
<br />"B"
<br />61.0
<br />22 1/2'
<br />V-6"
<br />V-6"
<br />FLANGE TAP
<br />45'
<br />N • -
<br />\ R Nn
<br />fADAPTER
<br />WITH BRASS
<br />6'N h
<br />ri
<br />AP AS APPROVED
<br />2'-6"
<br />,na •., •'. d O' e H
<br />TEE OUTLET
<br />DUCTILE IRON
<br />2 -0
<br />ANGED SPOOL
<br />•
<br />1
<br />2'-0"
<br />90° ELL DUCTILE
<br />VERTICAL
<br />IRON FLANGE x
<br />layers to a min. relative
<br />compaction of 85%.
<br />CURB & GUTTER
<br />22 1/7
<br />ADAPTOR/REDUCER
<br />7'-6" MIN. OR AS SHOWN ON PLANS
<br />AS REQUIRED
<br />[228.6]
<br />90'
<br />W-0" MIN. OR AS SHOWN ON PLANS
<br />2'-6-
<br />O.D.
<br />[152.41
<br />76.2
<br />10
<br />LINE
<br />2'-0'
<br />N
<br />w K
<br />[61.0]
<br />n
<br />~
<br />SCORE MARK IF MONOLITHIC POUR
<br />+ 20" Min.
<br />SLOPE 1 4" PER FGOT
<br />1 1/2"
<br />3.8] 2"
<br />CONDUIT
<br />FLEXIBLE CONDUIT
<br />•d •1.3.81
<br />1 LE OUTLET
<br />T_
<br />6" 12' O.G. • •.
<br />• N
<br />DEAD END
<br />4=
<br />4 `
<br />12
<br />15.2] [30.5] • , •
<br />�u
<br />22 117
<br />3'-0"
<br />6" 6"
<br />45'
<br />1 1
<br />2" x 3 l 2* KEY,
<br />1 15.2][15.2 [3.8
<br />[8.9
<br />4'-0
<br />VERTICAL CURB, UNLESS POURED MONOLITHIC
<br />TEE OUTLET
<br />GUTTER & SIDEWALK
<br />4 -0
<br />Q
<br />5/8" x 24" LONG STEEL DOWELS, GREASED AND WRAPPED
<br />5 -0
<br />4 -0
<br />[1.6) [61.0] ONE SIDE THROUGH ALL EXPANSION AND
<br />COLD JOINTS.
<br />[ ]
<br />CENTIMETERS
<br />REVISION 1 DATE
<br />COUNTY WIDE IMPROVEMENT STANDARDS
<br />COUNTY OF SAN JOAQUIN
<br />VERTICAL CURB,
<br />GUTTER & SIDEWALK
<br />STANDARDENO. CW -C7
<br />VERTICAL CURB AND GUTTER
<br />SCALE: NTS
<br />CONCRETE COLLAR
<br />WATER
<br />MAIN
<br />STANDARD VALVE BOX
<br />r- FINISHED GRADE
<br />RISER
<br />I - 3' MIN.
<br />NO SERVICE CONNECTIONS
<br />VALVE
<br />NOTE:
<br />BLOW -OFF MAY BE USED WHERE APPROVED BY AGENCY.
<br />BLOW -OFF IMPROVEMENT
<br />STANDARD NO.
<br />16 MIN.2 MIN.
<br />4" MAX.
<br />20" MAX. ,
<br />THRUST BLOCK
<br />CONCRETE BLOCK
<br />NOTES:
<br />HYDRANT
<br />- PUMPER OUTLET FACING STREET
<br />4"CLEARANCE
<br />MECHANICAL JOINT
<br />/-T
<br />r ❑5
<br />STANDARD
<br />VALVE BOX
<br />HYDRANT "T" I
<br />O
<br />THRUST
<br />SECTION GATE VALE BLOCK
<br />1. HYDRANT MODEL TO BE APPROVED BY AGENCY.
<br />2. SEE STANDARDS FOR LOCATION OF HYDRANT.
<br />3. HYDRANTS SHALL BE CLEAN AND FREE OF CONCRETE.
<br />4. HYDRANTS SHALL BE PAINTED YELLOW, IN ACCORDANCE WITH AGENCY STANDARDS.
<br />6" DIA. PVC PIPE (ANNA C-900 WITH CIP EQUIVALENT O.D.)
<br />6 FIRE HYDRANT LATERALS GREATER THAN 100 LF, SHALL HAVE A GATE VALVE INSTALLED
<br />NEAR THE FIRE HYDRANT AS APPROVED BY THE AGENCY.
<br />❑7 BREAK AWAY SPOOL WITH HOLLOW BREAK -OFF BOLTS WITH NUT ON BOTTOM AT
<br />CONNECTION TO HYDRANT.
<br />© EXPANSION JOINT MATERIAL WHERE HYDRANT IS PLACED IN CONCRETE.
<br />COUNTY OF SAN JOAQUIN
<br />SAN JOAQUIN COUNTY DATE
<br />FIRE HYDRANT 10111MCM of New CS Jam••
<br />,7
<br />ASSEMBLY IMPROVEMENT CW_w18
<br />STANDARD N0.
<br />FIRE HYDRANT DETAIL
<br />SCALE: NTS
<br />ADJUST BOX TO GRADE
<br />PER COUNTYWIDE STANDARFDS
<br />14-1/4""-
<br />11-1 /✓3--I�6TYP.
<br />w
<br />7-1/2"` 9 �.�•
<br />12...: ..
<br />I I
<br />1043/8"
<br />FINISHED GRADE
<br />NOTE m I
<br />NOTES:
<br />1. VALVE BOX AND LID SHALL BE CHRISTY NO. G5 OR AS APPROVED BY THE AGENCY.
<br />2. ALL LIDS SHALL HAVE MACHINED SEATING SURFACES.
<br />VALVE BOX RISERS SHALL BE AS MANUFACTURED FOR THE VALVE BOX SUPPLIED.
<br />VALVE BOX RISER TO BE ONE CONTINUOUS PIECE AND CENTERED ON VALVE.
<br />SHOULD BE RISER OR 8" 0, CLASS 100 PVC.
<br />SEE NOTE 5.
<br />4. FOR BLOWOFF INSTALLATION, REFER TO DRAWING NO. CW -W6.
<br />5. ALTERNATIVE VALVE BOX AND RISERS MAY BE USED WHERE APPROVED BY THE AGENCY.
<br />6. CONCRETE COLLAR NOT REQUIRED WHEN VALVE BOX IS LOCATED IN CONCRETE
<br />SIDEWALK AREA.
<br />M VALVE STEM EXTENSIONS MAY BE USED TO COMPLY WITH 5' MAX. DISTANCE FROM
<br />GRADE TO NUT.
<br />8. TRACE WIRE BE USED WHERE APPROVED BY AGENCY.
<br />COUNTY OF SAN JOAQUIN
<br />SAN JOApUeI COUNTY DATE
<br />osmas aF n,w,c saws +.c ,•n
<br />VALVE BOX DETAILS IMPROVEMENT
<br />STANDARD NO.CW,-WS
<br />THRUST BLOCK AREA IS BASED ON THE SIZE OF
<br />THE BRANCH LINE.
<br />.• ,..... „B„
<br />MIN.
<br />TYPICAL TYPICAL TYPICAL
<br />BEND TEE OUTLET DEAD END
<br />45' MAX.
<br />THRUST BLOCK AREA REQUIRED
<br />ANGLES) ALL � I1000 LBS. PER SO.
<br />I-1' MIN. -1
<br />TYPICAL SECTION THRU
<br />THRUST BLOCK
<br />NOTES
<br />BLOCKS SHALL
<br />BE POURED AGAINST
<br />UNDISTURBED SOIL
<br />2. RESTRAINT SYSTEM FOR
<br />VERTICAL PIPE BENDS SHALL
<br />BE APPROVED BY THE
<br />AGENCY.
<br />3. THRUST RESTRAINT SYSTEMS
<br />FOR PIPES LARGER THAN 12"
<br />SHALL BE DEIGNED ON A
<br />CASE BY CASE BASIS AND
<br />SHALL BE APPROVED BY THE
<br />AGENCY.
<br />4. CONCRETE SHALL BE CLASS B.
<br />9„UND
<br />3' 0"
<br />FITTINGS
<br />ALLOWABLE SOIL BEARING
<br />6
<br />UNE OR SMALLER "A"
<br />"B"
<br />22 1/2'
<br />V-6"
<br />V-6"
<br />FLANGE TAP
<br />45'
<br />OR 2-1/2" HOSE
<br />fADAPTER
<br />WITH BRASS
<br />9a'
<br />AP AS APPROVED
<br />2'-6"
<br />Y AGENCY.
<br />TEE OUTLET
<br />DUCTILE IRON
<br />2 -0
<br />ANGED SPOOL
<br />•
<br />THRUST BLOCK
<br />2'-0"
<br />90° ELL DUCTILE
<br />LINE
<br />IRON FLANGE x
<br />layers to a min. relative
<br />compaction of 85%.
<br />FLANGE
<br />22 1/7
<br />ADAPTOR/REDUCER
<br />2'-0"
<br />AS REQUIRED
<br />NOTE:
<br />BLOW -OFF MAY BE USED WHERE APPROVED BY AGENCY.
<br />BLOW -OFF IMPROVEMENT
<br />STANDARD NO.
<br />16 MIN.2 MIN.
<br />4" MAX.
<br />20" MAX. ,
<br />THRUST BLOCK
<br />CONCRETE BLOCK
<br />NOTES:
<br />HYDRANT
<br />- PUMPER OUTLET FACING STREET
<br />4"CLEARANCE
<br />MECHANICAL JOINT
<br />/-T
<br />r ❑5
<br />STANDARD
<br />VALVE BOX
<br />HYDRANT "T" I
<br />O
<br />THRUST
<br />SECTION GATE VALE BLOCK
<br />1. HYDRANT MODEL TO BE APPROVED BY AGENCY.
<br />2. SEE STANDARDS FOR LOCATION OF HYDRANT.
<br />3. HYDRANTS SHALL BE CLEAN AND FREE OF CONCRETE.
<br />4. HYDRANTS SHALL BE PAINTED YELLOW, IN ACCORDANCE WITH AGENCY STANDARDS.
<br />6" DIA. PVC PIPE (ANNA C-900 WITH CIP EQUIVALENT O.D.)
<br />6 FIRE HYDRANT LATERALS GREATER THAN 100 LF, SHALL HAVE A GATE VALVE INSTALLED
<br />NEAR THE FIRE HYDRANT AS APPROVED BY THE AGENCY.
<br />❑7 BREAK AWAY SPOOL WITH HOLLOW BREAK -OFF BOLTS WITH NUT ON BOTTOM AT
<br />CONNECTION TO HYDRANT.
<br />© EXPANSION JOINT MATERIAL WHERE HYDRANT IS PLACED IN CONCRETE.
<br />COUNTY OF SAN JOAQUIN
<br />SAN JOAQUIN COUNTY DATE
<br />FIRE HYDRANT 10111MCM of New CS Jam••
<br />,7
<br />ASSEMBLY IMPROVEMENT CW_w18
<br />STANDARD N0.
<br />FIRE HYDRANT DETAIL
<br />SCALE: NTS
<br />ADJUST BOX TO GRADE
<br />PER COUNTYWIDE STANDARFDS
<br />14-1/4""-
<br />11-1 /✓3--I�6TYP.
<br />w
<br />7-1/2"` 9 �.�•
<br />12...: ..
<br />I I
<br />1043/8"
<br />FINISHED GRADE
<br />NOTE m I
<br />NOTES:
<br />1. VALVE BOX AND LID SHALL BE CHRISTY NO. G5 OR AS APPROVED BY THE AGENCY.
<br />2. ALL LIDS SHALL HAVE MACHINED SEATING SURFACES.
<br />VALVE BOX RISERS SHALL BE AS MANUFACTURED FOR THE VALVE BOX SUPPLIED.
<br />VALVE BOX RISER TO BE ONE CONTINUOUS PIECE AND CENTERED ON VALVE.
<br />SHOULD BE RISER OR 8" 0, CLASS 100 PVC.
<br />SEE NOTE 5.
<br />4. FOR BLOWOFF INSTALLATION, REFER TO DRAWING NO. CW -W6.
<br />5. ALTERNATIVE VALVE BOX AND RISERS MAY BE USED WHERE APPROVED BY THE AGENCY.
<br />6. CONCRETE COLLAR NOT REQUIRED WHEN VALVE BOX IS LOCATED IN CONCRETE
<br />SIDEWALK AREA.
<br />M VALVE STEM EXTENSIONS MAY BE USED TO COMPLY WITH 5' MAX. DISTANCE FROM
<br />GRADE TO NUT.
<br />8. TRACE WIRE BE USED WHERE APPROVED BY AGENCY.
<br />COUNTY OF SAN JOAQUIN
<br />SAN JOApUeI COUNTY DATE
<br />osmas aF n,w,c saws +.c ,•n
<br />VALVE BOX DETAILS IMPROVEMENT
<br />STANDARD NO.CW,-WS
<br />THRUST BLOCK AREA IS BASED ON THE SIZE OF
<br />THE BRANCH LINE.
<br />.• ,..... „B„
<br />MIN.
<br />TYPICAL TYPICAL TYPICAL
<br />BEND TEE OUTLET DEAD END
<br />45' MAX.
<br />THRUST BLOCK AREA REQUIRED
<br />ANGLES) ALL � I1000 LBS. PER SO.
<br />I-1' MIN. -1
<br />TYPICAL SECTION THRU
<br />THRUST BLOCK
<br />NOTES
<br />BLOCKS SHALL
<br />BE POURED AGAINST
<br />UNDISTURBED SOIL
<br />2. RESTRAINT SYSTEM FOR
<br />VERTICAL PIPE BENDS SHALL
<br />BE APPROVED BY THE
<br />AGENCY.
<br />3. THRUST RESTRAINT SYSTEMS
<br />FOR PIPES LARGER THAN 12"
<br />SHALL BE DEIGNED ON A
<br />CASE BY CASE BASIS AND
<br />SHALL BE APPROVED BY THE
<br />AGENCY.
<br />4. CONCRETE SHALL BE CLASS B.
<br />REVr" I DATE I COUNTYWIDE IMPROVEMENT STANDARDS APPROVED By
<br />COUNTY OF SAN JOAQUIN
<br />SAN JOAOIMN COUNTY DATE
<br />DOM" v n s•ww .•K ,••r
<br />THRUST BLOCK CHART IMPROVEMENT
<br />STANDARD NO. -W4
<br />THRUST BLOCK CHART
<br />SCALE: NTS
<br />Backfill with materials equal to or
<br />better than the existing pavement
<br />and base in quality. New Pavement
<br />shall be 1" thicker than existing
<br />pavement, minimum of 0.25 feet.
<br />New base shall be 1" thicker than
<br />existing base, minimum of 0.5 feet.
<br />Existing
<br />Pavement
<br />6" M
<br />Min. 6 ~ 8" ~ (TYP1)
<br />j
<br />3'-0"
<br />Compact in 12' max.
<br />3' 0"
<br />FITTINGS
<br />ALLOWABLE SOIL BEARING
<br />6
<br />UNE OR SMALLER "A"
<br />"B"
<br />22 1/2'
<br />V-6"
<br />V-6"
<br />/
<br />45'
<br />2'70
<br />2 -0
<br />under pavement and
<br />9a'
<br />3'-0"
<br />2'-6"
<br />TEE OUTLET
<br />2'-6"
<br />2 -0
<br />DEAD END
<br />2 -6
<br />2'-0"
<br />8
<br />LINE
<br />Off'
<br />layers to a min. relative
<br />compaction of 85%.
<br />OD+12"
<br />22 1/7
<br />-
<br />2'-0"
<br />Compact in 6" 1
<br />90'
<br />4-
<br />3-0
<br />O.D.
<br />10" Min. 10" Min. O.D.
<br />10" Min.
<br />10
<br />LINE
<br />3 -0
<br />3 -0
<br />22 1172'-0"
<br />+
<br />20" Min.
<br />+ 20" Min.
<br />_
<br />RIGID
<br />CONDUIT
<br />FLEXIBLE CONDUIT
<br />1 LE OUTLET
<br />4 -0
<br />-
<br />DEAD END
<br />4=
<br />S -6
<br />12
<br />LINE
<br />22 117
<br />3'-0"
<br />3 -0
<br />45'
<br />4 -0
<br />4 -0
<br />7 -0
<br />4'-0
<br />TEE OUTLET
<br />5 -0
<br />4 -0
<br />DEAD END
<br />5 -0
<br />4 -0
<br />REVr" I DATE I COUNTYWIDE IMPROVEMENT STANDARDS APPROVED By
<br />COUNTY OF SAN JOAQUIN
<br />SAN JOAOIMN COUNTY DATE
<br />DOM" v n s•ww .•K ,••r
<br />THRUST BLOCK CHART IMPROVEMENT
<br />STANDARD NO. -W4
<br />THRUST BLOCK CHART
<br />SCALE: NTS
<br />Backfill with materials equal to or
<br />better than the existing pavement
<br />and base in quality. New Pavement
<br />shall be 1" thicker than existing
<br />pavement, minimum of 0.25 feet.
<br />New base shall be 1" thicker than
<br />existing base, minimum of 0.5 feet.
<br />Existing
<br />Pavement
<br />6" M
<br />Min. 6 ~ 8" ~ (TYP1)
<br />j
<br />3'-0"
<br />Compact in 12' max.
<br />3' 0"
<br />layers to a min. relative
<br />\
<br />compaction of 957G'
<br />/
<br />under pavement and
<br />909: outside pavement.
<br />/ Variable
<br />Variable
<br />Compact in 24" max.
<br />Off'
<br />layers to a min. relative
<br />compaction of 85%.
<br />OD+12"
<br />O.D./2
<br />Compact in 6" 1
<br />'c Minimum
<br />9�t' �s
<br />10" Min.
<br />O.D.
<br />10" Min. 10" Min. O.D.
<br />10" Min.
<br />O.D.
<br />O.D.
<br />+
<br />20" Min.
<br />+ 20" Min.
<br />RIGID
<br />CONDUIT
<br />FLEXIBLE CONDUIT
<br />NOTES:
<br />1. Relative compaction of materials shall be tested in accordance with
<br />the State of California, Dept. of Transportation Testing Manuals, test
<br />method No. California 216 or 231.
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />3. Jetting or ponding will be permitted within the street Right of Way with
<br />a 3 year bond.
<br />4. When shown by soil composition and compactability, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works.
<br />5. Special bedding requirements may be shown on the plans or specked in
<br />special provisions.
<br />6. Shoulders shall be as shown on the plans or specked in the special
<br />provisions but in no case shall the shoulder be less than three feet wide
<br />as measured from the edge of pavement.
<br />Ra •.,r.d I N I I AVW" In
<br />' I Feb. 19M
<br />Pa TYPICAL TRENCH BACKFILL
<br />s w JLD
<br />a...6, COUNTY OF SAN JOAQUIN o.l. JUNE 1997
<br />r NONE swore v wes ewe w.N•,• N R-29
<br />TYPICAL MAINTENANCEHOLE
<br />CONCRETE FRAME do COVER
<br />COLLAR PER STANDARDS
<br />iv PAVEMENT, (WHEN NOT IN TRAVELLED
<br />\ 12 WAY, LEAVE MAINTENANCEHOLE COVER
<br />6" ABOVE GROUND)
<br />INSTALL GRADE RINGS AS REQUIRED
<br />", 6" FOR GRADE (GROUT IN PLACE)
<br />24" MIN.
<br />PRECAST REINFORCED
<br />I CONCRETE CONE
<br />SLOPESJOINT PER spEcincKnoNs
<br />CLASS *B* CONCRETE
<br />"•
<br />\�j\�j\moi\��\�j��j\�j\�i\moi\�j\�jUNDISTURBED EARTH
<br />DATE
<br />SANITARY SEWER
<br />MAINTENANCEHOLE STANDARDENT NO.CIIII
<br />SANITARY SEWER MAINTENANCE HOLE
<br />SCALE: NTS
<br />P.L.
<br />p 8"-12'
<br />10 3
<br />COUPLING
<br />BY OWNER
<br />30" MIN. 2" 12
<br />SERVICE
<br />SADDLE \
<br />CORPORATION
<br />STOP
<br />(NOT TO SCALE)
<br />NOTES:
<br />1 1" DIA. MIN. LINE TO EACH LOT.
<br />2 SERVICE PIPE TO BE CONTINUOUS (NO JOINTS) BETWEEN MAIN AND ANGLE METER STOP.
<br />90" COMP. x COMP. ELL., 'JAMES JONES J-2610 W/J-2806 OR EQUAL.
<br />INSERTS MAY BE USED WHERE APPROVED BY AGENCY.
<br />Q METERS SHALL BE AS SPECIFIED BY AGENCY. METERS SHALL BE FURNISHED AND
<br />INSTALLED BY THE CONTRACTOR. AGENCIES MAY ELECT TO PROVIDE THE METER AS
<br />PART OF THE CONNECTION FEE.
<br />GATE VALVE IS REQUIRED PRIOR TO ANY POINT OF CONNECTION.
<br />5. THE LOCATION OF THE SERVICE SADDLE SHALL BE A MIN. OF 24" FROM ANOTHER
<br />SERVICE SADDLE, BELL, SPIGOT, OR OTHER FITTING.
<br />© METER BOX MAY BE PLACED ADJACENT TO PROPERTY OR EASEMENT LINE WITH
<br />PRIOR APPROVAL OF THE AGENCY.
<br />❑7. RADIO/TOUCH READ METER BOX PER AGENCY REQUIREMENTS.
<br />(ALL BOXES LOCATED IN DRIVEWAY AREAS TO HAVE TRAFFIC COVERS.)
<br />8. APPURTENANCES PER AGENCY REQUIREMENTS.
<br />09. LOCATOR WIRE REQUIRED BY AGENCY.
<br />10 BALL ANGLE METER STOP WITH LOCK LUG.
<br />(AFTER FLUSHING SERVICE, INSTALL LOCK SUPPLIED BY AGENCY)
<br />11 RADIO/TOUCH READ PAD PER AGENCY REQUIREMENTS. (PROVIDE AT LEAST 4 FEET OF WIRE.)
<br />©2 RADIO/REMOTE READ TRANSCEIVER PER AGENCY REQUIREMENTS. SUPPORTED BY
<br />1/2" SCH. 80 CONDUIT (24" MIN.) (PROVIDE 1" CLEARANCE BELOW LID)
<br />MXU CERTIFICATE MAY BE ACCEPTED BY AGENCY IN LOU OF TRANSCEIVER INSTALLATION.
<br />REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY
<br />Na. I By a .Ax,E 2005 COUNTY OF SAN JOAQUIN
<br />No. 2 By VA, •ucusr 2a SAN JOAQUIN COUNTY DATE
<br />WATER SERVICE mn� wx,<w
<br />INSTALLATION IMPROVEMENT CW -w8
<br />STANDARD NO.
<br />BLOW OFF �� VALVE BOX DETAIL ��� TYPICAL TRENCH DETAIL �o� WATER SERVICE INSTALLATION
<br />J SCALE: NTS V SCALE: NTS A SCALE: NTS U SCALE: NTS
<br />181!01 Y RpFESSIp,,� QRaFEssi Revisions Design Scale Date
<br />v °o THE COUNTY STANDARD PLANS SHOWN HEREON ��N K.S�1[ w �o (D.K,,< w K KJELDSEN SAN JOAQUIN COUNTY pryg
<br />ARE FOR REFERENCE ONLY.Q� '[ti Z �``!`�� o z No. Description Date By By AMC 4/10/08
<br />00 �� � n Z 0-3 `( 0 Post Office Bax 844 THORNTON ROAD
<br />CONTRACTOR IS REQUIRED TO OBTAIN ALL �N No. 3219 UJ WNo. 61e98 ZA z S S I N N O C K 711 N. Pershing Avenue Drawn N.T.S Sheet Number
<br />CURRENT STANDARD PLANS AND SPECIFICATIONS P. 1231 z a DCP. 3°y o09 N N E U D E C K Stockton, CA 95201-0844 •JDK
<br />o AND TO ENSURE THAT THE CONSTUCTION L(/K� FRONTAGE IMPROVEMENT PLANS Original Drawing Scale12 Of 15
<br />Q ly �P Office: (209) 946-0268 9 9 y
<br />o qF clvi� ' z q1, clvt� ' o INC. Consulting Engineers Faxes: (209) s4s-o29s Check 0
<br />CONFORMS TO COUNTY REGULATIONS THEREIN. Q` CA% -`F F °F CAV`ii and Land surveyors E-mail: KSN®ksninc.com DETAILS Project File No.
<br />B" rn.tltt CL �l-to-e8 y SKS 1111111111
<br />1616-0000
<br />
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