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<br />OIL
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<br />-b1Z-Tb
<br />a..Nww.. ',j 1111=13 " f { �'`'''w, yf� r'. v' � K ,, Sri r','� 1 "� 2" 'S' stamped In top Of
<br />! S110Q?10� i.:i'r Eer a'•, - t:447a curb to identify sewer
<br />service
<br />�j "� _ ._ ... a.. �..... ,,
<br />Will 03 3� � � M min 2 max
<br />N B8°27'/8"E 3/4. /6' 1st `4z� �y+'i:t•. rt, ;r "� Temporary wood stake
<br />(2x2 or larger)
<br />f 45' Wye -Tee
<br />/00.00 '
<br />/00-00,
<br />combination
<br />1 k „i Service lateral
<br />0
<br />r. r
<br />d
<br />r it.
<br />o J 1�4 Pe Approved stoppers
<br />o_ slope
<br />�< s Wye
<br />4' min 5' max
<br />l� , . a t x
<br />s
<br />' SMainr Undisturbed earth
<br />1/T crushed rock
<br />.0 ,r1
<br />1/8 bend78 79
<br />o,
<br />x , Wye I �•
<br />a
<br />00, i s; t Flow
<br />SEE ,osrA/dr SNFE7- N= </
<br />1 e '
<br />�PROFILE DETAIL
<br />� I 4 WYE DETAIL
<br />.�
<br />\ NOTES:
<br />\ O xitr'e
<br />w /NS7ALL TYPE "q "
<br />1. All services shall be C inside diameter or as shown on plan.
<br />h ST ET LIGHT-NrGN nh 1 , , r ,f %, 2. Contractor shall use the most appropriate type connection
<br />alternates on sht. 2 for the
<br />s . t ( ) particular situation.
<br />3. See standard plan for required cleanouts & boxes.
<br />/ R a
<br />V �
<br />0` Sheet 1 of 2
<br />p
<br />•103 A � � .I ,� � � +�I ,. �.�� I ,x
<br />oo ti �sr: �e.o.Ad. * .z: '� '� �',., SEWER SERVICE LATERAL
<br />(p0 ,q 7 k,6rTY /GN7` TR ENC TO
<br />_ N. G.., i.. "(` •.'� , 4 OAN1 M JLD
<br />BE P,eovi, o eY CCV AjC� T
<br />A�\ •, - S _ : (` t �'s c . ;: a COUNTY OF SAN JOAQUIN sew SEPT. 1991
<br />• ', aw. NONE oOMnoe a nr�uo eaa
<br />Q 7A
<br />20 .. ,
<br />? 8 N THRUST BLOCK DETALL Backfill with materials equal to or
<br />4/AMR be than the existing,
<br />k N
<br />- and better
<br />in quality. ew pavement
<br />shall be 1" thicker than existing
<br />pavement, minimum of 0.25 feet.
<br />25 New base sholl be 1" thicker than
<br />i4 " - G o• b 5 .•� f 9. 2y= 1 45' Max.xisting base, minimum of 0.5 feet.
<br />,
<br />lU /0 cj AI ?Z r �17 6 S£G1 _ +' �o ? . x Existing Pavement
<br />>1 41 Gl !J �3 Sar /(° /:.0% '/4~ L . ..`:a� : �. . . 'i .., '� 6., Min.
<br />�- ss � P STA .: .. �., . :' s"T Min.
<br />.; . 14 s SIC41AGE UMP T/O/V 2ya (TYP•) (yp.)
<br />f aa s .So.2 " .;
<br />S 6 SN6E7-
<br />/O _.»� -•i .j, A 1 ompact in 12" max.
<br />Min. 3'-0layers to a min. /
<br />BEND TEE OUT relative compaction
<br />of 95%° under povemen
<br />o ET DEAD END TYPICAL SECTION _--------- /and shoulders, and --_______- Variable
<br />X o THRU _--_-_ - - /
<br />75 N sCT/ON A-A� iVorioble --- - _-_ 90R outside shoulders..
<br />THRUST BLOCK Compact in 24 max. -
<br />r�
<br />Off,
<br />layers to a minimum NOT A PART OF 7-H1.5J - - relative compaction 0+12"
<br />s
<br />..,,
<br />o
<br />�
<br />/00.00 /
<br />N9B°97'/2"E z/�
<br />/
<br />o
<br />�
<br />o 1
<br />E N 8697 /2 E
<br />SUBDIVISIOAl
<br />(V
<br />O
<br />CU.E't/E
<br />FITTINGS
<br />A
<br />ATA
<br />FITTINGS
<br />OR
<br />Ntv
<br />P
<br />73
<br />v
<br />4
<br />.
<br />C41RV,E .CHAD/US OFZ7,4 ,C
<br />N MBE,2 NG,CE
<br />/ 2000' 0q6d2'/7"
<br />1
<br />Or' LINE
<br />NGT
<br />CNORO -
<br />BE /.VG , GENGTN
<br />,,-6"
<br />N70°,P0W'E /<1o.93'
<br />2 2050 03'S/'/d" /
<br />7. 43
<br />!VZ0°2�'c'/"E /3 ?. 90'
<br />'-0"
<br />3 2050'
<br />90
<br />,I I
<br />OT 859..
<br />O.D./2 Compact ,in 15. layers
<br />to a minimum r4r five
<br />compaction of 909.. /
<br />10" Min.- O.D. 10" Min. 10" Min. O.D. 10" Min.
<br />O.D. O.D.
<br />+ 20" Min. + 20" Min.
<br />0O3•E•N JjCDD/NG SURFACE- M/iv. 3-/N.
<br />46A-40 W P/P.E BELLS aEFOA3,E LAY/NG P/PE
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />NOTES:
<br />1. Relative compaction of materials shall be tested in accordance with
<br />%y . Q y 050 DO 36 31 ��28 N72 00 �1r1 E z/ .7B
<br />u 0 _ _ the State of California, Dept. of Transportation Testing Manuals, test
<br />C� \ 6 168.81'- b$°69'06" 6.02 S581°2S'33",E /04.29' method No. pavement
<br />216 or 231:
<br />V 7 /6$.d/ 27 06 S4 79.89 377 Q3'29 E 79. /5 2• All existing pavement shall er neatly cut to line prior i trench ex with ofi.
<br />O
<br />' ° ' " ° " `. 3. Jetting or ponding will be permitted within the street Right of Way with
<br />NOTES:
<br />'/ , /68.8/' 8°d2'07" ,13' *'V*J6`S8OR 26-/O' a 3 year bond.
<br />4. When shown by soil composition and compactability, ninety percent (90%)
<br />�y 9 2/8,81 </9o2 S7� ! 9 4�/ ,78.509'4 3'8 .E /6S. O a ams un locks shall be oared compaction may be used, when approved by the Director of Public Works.
<br />/ / N I b /
<br />8� 1, All thryst p
<br />/0 2/8.8/ .27 /6 /11' / �J. DET S?7 07 J5� ar" :Sf:/Q' g t undisturbed soil a 4 shall 5. Special bedding requirements may be shown on the plans or specified in
<br />,218,8/' 22t. 7'08" 4,00` N87'S6'/6" /o o,� v'.. be Class Y' Concrete. special provisions.
<br />6. Shoulders shall be as shown, on the plans or specified in the special
<br />/ Z 2/8 81' 02117' 0.02 A/85°/4'OQ"0 ¢� 2. Thrust blQk dimensions ,were P PP ,
<br />L� calculotea to allow a soil provisions but in no case shall the shoulder be less than three feet wide as measured
<br />1;
<br />B /3 21t�,g1' . J2°o0'/tl" klS.8.4 N78'oo'/o "E . ' •YS 7C'`. "bearing va us of 1,000 pounds from the edge of pavement. •';'
<br />Sb,do' 33°yS'37" per square foot,
<br />SO.00' 260"y6'SS" 22LS7 Sts/*37'9,9"E 76.16' w w .Njj188
<br />/6 So.00` ss`/5'3s" y9./o' N77.9?'9A"E 97. /s' ,. THRUST BLOCK DETAILS TYPICAL TRENCH BACKFILL r
<br />Z. e,. % "; ��, IAT. // /7 SO.00' 86°/S'le "` ?S.33 "di; '/d"E 66.yi
<br />N I tiAV,. /67 .5-6-00, 6-/°16'-33 " S6.0 9 368 °S7'9'1 ",E T3.2C ' 1� by JLD ft»» � JLD
<br />�� /9 50.00 S3"35"/7" 97.06 A/S *,,r4 'Z4 ,E Iii-3Sl aN.N by . COUNTY OF SAN JOAQUIN oa. SEPT. 1991 ° °°° "+• COUNTY OF SAN JOAQUIN �• SEPT. 1991
<br />5 r - 20 So, d0' .SYJ' 32`08" 48.96 .crS2°9q'</9"E Y6. 9 sw OVARi1A[eer a KWA waexs N. A.W. NON 000AMMoa a FV" WOW °w _
<br />1 `�
<br />VERTICAL DATUM DESIGNED /"'T•G" REVISED 9' 1i-99 SHEET
<br />y �z tEeAT T E d E RRY �, LOC,L'EFO/20 BL OFFS sUBO/!//S/ON /T /VD. 214)
<br />$, _P � 8EE CO✓,6-R SH,F4-7- DRAWN 41/ G• Mout S'rRCET1.tGMT PH.9SE 1 V. z
<br />/ No. r�a4a ` UT/L/TS' PLAN a
<br />- CHECKED w ,, ASSOCIATES o OF
<br />�(yF
<br />CAO �APPROVED �G 3494 tush Creek td.
<br />/S�ETS
<br />fiaaAridge".I 93610.,E'CE 399-y SAN c/OAQU/N COU/IlTS� CAL/TOWN/A9
<br />i
<br />i
<br />HRUST
<br />'BLOCK
<br />DIMENSIONS
<br />FITTINGS
<br />A
<br />B
<br />FITTINGS
<br />A
<br />15- LIKE
<br />1
<br />Or' LINE
<br />22 1/2
<br />,,-6"
<br />'-9.1
<br />1 3'-0"
<br />2'-0
<br />45
<br />'-0"
<br />90
<br />2'-6
<br />TEE OUTLET
<br />-Y'
<br />-or
<br />DEAD END
<br />3'-'0"-0"
<br />4'-0
<br />4'-0"
<br />8 LIN
<br />1
<br />LIN
<br />22 1/2
<br />,-0»
<br />-0
<br />3'-0
<br />3'-0
<br />45
<br />3'-0
<br />-6'
<br />44-
<br />4'-0
<br />90
<br />4'-0
<br />-fi
<br />8'-0„
<br />4'-0"
<br />TEE OUT
<br />3' -ti
<br />-0"
<br />5'-6"
<br />4'- "
<br />DEAD ENO
<br />3'-6"
<br />- "
<br />5'-6"
<br />4'-0"
<br />OT 859..
<br />O.D./2 Compact ,in 15. layers
<br />to a minimum r4r five
<br />compaction of 909.. /
<br />10" Min.- O.D. 10" Min. 10" Min. O.D. 10" Min.
<br />O.D. O.D.
<br />+ 20" Min. + 20" Min.
<br />0O3•E•N JjCDD/NG SURFACE- M/iv. 3-/N.
<br />46A-40 W P/P.E BELLS aEFOA3,E LAY/NG P/PE
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />NOTES:
<br />1. Relative compaction of materials shall be tested in accordance with
<br />%y . Q y 050 DO 36 31 ��28 N72 00 �1r1 E z/ .7B
<br />u 0 _ _ the State of California, Dept. of Transportation Testing Manuals, test
<br />C� \ 6 168.81'- b$°69'06" 6.02 S581°2S'33",E /04.29' method No. pavement
<br />216 or 231:
<br />V 7 /6$.d/ 27 06 S4 79.89 377 Q3'29 E 79. /5 2• All existing pavement shall er neatly cut to line prior i trench ex with ofi.
<br />O
<br />' ° ' " ° " `. 3. Jetting or ponding will be permitted within the street Right of Way with
<br />NOTES:
<br />'/ , /68.8/' 8°d2'07" ,13' *'V*J6`S8OR 26-/O' a 3 year bond.
<br />4. When shown by soil composition and compactability, ninety percent (90%)
<br />�y 9 2/8,81 </9o2 S7� ! 9 4�/ ,78.509'4 3'8 .E /6S. O a ams un locks shall be oared compaction may be used, when approved by the Director of Public Works.
<br />/ / N I b /
<br />8� 1, All thryst p
<br />/0 2/8.8/ .27 /6 /11' / �J. DET S?7 07 J5� ar" :Sf:/Q' g t undisturbed soil a 4 shall 5. Special bedding requirements may be shown on the plans or specified in
<br />,218,8/' 22t. 7'08" 4,00` N87'S6'/6" /o o,� v'.. be Class Y' Concrete. special provisions.
<br />6. Shoulders shall be as shown, on the plans or specified in the special
<br />/ Z 2/8 81' 02117' 0.02 A/85°/4'OQ"0 ¢� 2. Thrust blQk dimensions ,were P PP ,
<br />L� calculotea to allow a soil provisions but in no case shall the shoulder be less than three feet wide as measured
<br />1;
<br />B /3 21t�,g1' . J2°o0'/tl" klS.8.4 N78'oo'/o "E . ' •YS 7C'`. "bearing va us of 1,000 pounds from the edge of pavement. •';'
<br />Sb,do' 33°yS'37" per square foot,
<br />SO.00' 260"y6'SS" 22LS7 Sts/*37'9,9"E 76.16' w w .Njj188
<br />/6 So.00` ss`/5'3s" y9./o' N77.9?'9A"E 97. /s' ,. THRUST BLOCK DETAILS TYPICAL TRENCH BACKFILL r
<br />Z. e,. % "; ��, IAT. // /7 SO.00' 86°/S'le "` ?S.33 "di; '/d"E 66.yi
<br />N I tiAV,. /67 .5-6-00, 6-/°16'-33 " S6.0 9 368 °S7'9'1 ",E T3.2C ' 1� by JLD ft»» � JLD
<br />�� /9 50.00 S3"35"/7" 97.06 A/S *,,r4 'Z4 ,E Iii-3Sl aN.N by . COUNTY OF SAN JOAQUIN oa. SEPT. 1991 ° °°° "+• COUNTY OF SAN JOAQUIN �• SEPT. 1991
<br />5 r - 20 So, d0' .SYJ' 32`08" 48.96 .crS2°9q'</9"E Y6. 9 sw OVARi1A[eer a KWA waexs N. A.W. NON 000AMMoa a FV" WOW °w _
<br />1 `�
<br />VERTICAL DATUM DESIGNED /"'T•G" REVISED 9' 1i-99 SHEET
<br />y �z tEeAT T E d E RRY �, LOC,L'EFO/20 BL OFFS sUBO/!//S/ON /T /VD. 214)
<br />$, _P � 8EE CO✓,6-R SH,F4-7- DRAWN 41/ G• Mout S'rRCET1.tGMT PH.9SE 1 V. z
<br />/ No. r�a4a ` UT/L/TS' PLAN a
<br />- CHECKED w ,, ASSOCIATES o OF
<br />�(yF
<br />CAO �APPROVED �G 3494 tush Creek td.
<br />/S�ETS
<br />fiaaAridge".I 93610.,E'CE 399-y SAN c/OAQU/N COU/IlTS� CAL/TOWN/A9
<br />i
<br />i
<br />
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