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GRADES
<br />®
<br />(E)
<br />CL I.O±
<br />GRADES
<br />@
<br />(E)
<br />EP (WEST SIDE) 3f
<br />GRADES
<br />©
<br />(N)
<br />LIP/EP
<br />GRADES
<br />@
<br />(N)
<br />FL
<br />12
<br />11
<br />10
<br />9
<br />8
<br />7
<br />6
<br />5
<br />4
<br />3
<br />2
<br />1
<br />9.9f 9.9f 9.8f 9.8f 9.8f 9.7f 9.7f 9.7f 9.6f 9.6f 9.5f 9.5t 9.5f 9.5f 9.5f
<br />9.8f 9.7f 9.7f 9.6f 9.6f 9.5f 9.5f 9.4f 9.4f 9.3f 9.3f 9.3f 9.3f 9.3t 9.3f
<br />9.45 9.20 8.95
<br />9.32 9.07 8.82
<br />9.5f 9.5f
<br />9.3f 9.3f
<br />9.5f
<br />9.3t
<br />12
<br />FINISH STREET GRADE
<br />11
<br />10 ENCASE 8"SS WHEN TOTAL
<br />COVER IS LESS THAN 4'
<br />9i-
<br />il II
<br />8 #4 BAR HOOP !
<br />7 24" OC _III
<br />#4 BARS
<br />6
<br />5
<br />4
<br />3
<br />2
<br />I. 8"ss
<br />3"
<br />3"
<br />6" ALL
<br />AROUND
<br />CONCRETE ENCASEMENT DETAIL
<br />(REFERENCE S.J.C. STD. DET. W-7)
<br />30 11+00 +20 +40 +6 +80 12+00 +20 +40 +60 +80 13+00 20 +60 +80 14+00 +20 +40 +60 +80 15+01C
<br />z NOTES
<br />= a
<br />w F= 00 w w THE OFF-SITE ROUGH GRADING IS NOT INTENDED TO BALANCE, THE
<br />af J J ~I H O w Of D J J J J J J tO CONTRACTOR IS RESPONSIBLE FOR ANY IMPORT AND/OR OFF HAUL TO
<br />> a Q I zo a 31 BALANCE THE SITE.
<br />o w o o � in in o o o o ofo o tL 3
<br />g o Q o W
<br />M= 0
<br />N m 0 o Q o? o Q o 0 o GATE VALVES SHALL BE USED FOR ALL WATER LINES
<br />o cn w ori p o g o w 3 ,ri 00 3 ,n -::i Of p g a o 3 3 (PER SJC STANDARD 4.31.C.3 LATEST EDITION).
<br />C5 sn3 �i o ui 3w Ki Of ^ o ro r cnoz 0 3> - o 00
<br />+ `0 ul + + J `n w 0 3 Y �o o + 00 N CO M to CO uj n o �o m o IF NEW WATER SERVICE LOCATIONS CONFLICT WITH EXISTING FORCE MAIN
<br />J > N J r� z Q w cn J = J r•> J ,•� J M J cn OR PROPOSED SEWER, THE WATER SERVICE SHALL BE INSTALLED ABOVE
<br />rQ- II w o w w o _ _ p THE CONFLICTING LINE IF 3 FEET OF GROUND COVER CAN BE PROVIDED.
<br />cn > cn � a N � z o J � � cn �- > cn cn cn cn IF GROUND COVER IS LESS THAN 3 FEET, THE WATER SERVICE SHALL BE
<br />in z z N z N z o N z V) N w N w(n N z z N z N z N z N z N INSTALLED UNDER THE CONFLICTING LINE.
<br />ALL SERVICE LATERALS, WHEN INSTALLED, SHALL HAVE NOT LESS THAN
<br />1 -FOOT TOTAL COVER OVER PIPE.
<br />z
<br />- STA 11+52, 17.0' RT •u (E) R/W
<br />INSTALL 8" SEWER
<br />f-�- -
<br />STt1B-WG - -- -- -- L- -- -- -O -- -- -- - - - - -- -- -- -- -- -- --
<br />^
<br />6"W INV=66.SSFM RVV=325 6"W INV=6.25 STA 13+40, INSTALL
<br />6 SS INV=6.71 .60 6SSFM INV=3.48 BLOW -OFF PER q%
<br />6"SSFM INV=3.62 ^ SJCO STD DWG CW -W6 (E) EP T.B.M. #505
<br />2 a (N 2227739.68, E 6304917.22)
<br />(E) EP 10'W (E) CL ! i o STA 18+09.9, 9.5'± RT
<br />Gl�^I END NEW PAVEMENT REDUCTION
<br />11+00 (E) CILI 12+00 13+00 h THORNTON ROAD t44�00 15+00 18+00
<br />-I :9 " I + -± � EXTEND NEV D -SIDE SWALE TO
<br />6 W INV=6.25
<br />0) Z 6"SSFM INV=3.40 EXISTING DRAINAGE DITCH (NOT SHOWN)
<br />2 - - 5.5" - -
<br />< co - -
<br />STA 11+50, INSTALL
<br />O 27 LF 6"SS ® S=0.01
<br />00 CAP AND PLUG END
<br />00 + AT SEWER CLEANOUT
<br />O
<br />1-
<br />Ld
<br />Li.l Q
<br />-- -------,.__��_ --- --- -
<br />- _40
<br />-
<br />__
<br />�,_-� -__-- ------ ---EP
<br />----- --
<br />---- .. s
<br />NEW PAVEMENT WIDENING A.
<br />_z 5+00.0 _
<br />(N 2227762.27, E 6304887.32)
<br />NEW
<br />(E) EP STA. 12+53, 33.5' RT NEW TC CD DUAL 6"SS FORCE
<br />NEW INSTALL FIRE HYDRANT STA 13+34, INSTALL INSTALL ROAD -SIDE DRAINAGE SWALE MAIN CURRENTLY UNDER
<br />EPA IP SJCO STD DWG CW -W18 64 LF 6"W, CAP ALONG EDGE OF NEW PAVEMENT CONSTRUCTION (TYP)
<br />AND PLUG END (E) R/W
<br />7
<br />STA 3+20 TO STA 18+10, I `0 m (F) R/W SAWCUT AND REMOVE 1' MIN. EX. I STA 13+17.5 END NEW CURB,
<br />PAVING AND MATCH NEW PAVING 2 GUTTER AND SIDEWALK FL ELEV=8.78
<br />STA 11+65, INSTALL SJCO STD CW -C7 LEGEND
<br />(E) R/W J I 64 LF 6"W, CAP o THE PROJECT ROUGH GRADINGcb`S NOT INTENDED 6" AC (TYPE A) OVER 8" AB
<br />J AND PLUG END TO BALANCE, THE CONTRACTOR IS RESPONSIBLE (CLASS 2) ON 12" COMPACTED
<br />(F) R/W 2 FOR ANY IMPORT AND/OR OFF HAUL TO BALANCE SUBGRADE TO 95% R.C.
<br />NEW PARCEL 5 (F) PL �' NEW REMAINDER THE SITE.
<br />(E) CL
<br />(F) FL
<br />o�
<br />--
<br />---------
<br />---
<br />- - - -
<br />O
<br />EXISTING
<br />FORCE
<br />12"
<br />MAIN
<br />-
<br />- -
<br />-
<br />-
<br />DEFER
<br />TO- SP-ECtFICAT40hia
<br />-
<br />- -
<br />-
<br />-
<br />- -
<br />-
<br />-
<br />-
<br />SECTIOq
<br />(DUCTI
<br />76 FOR
<br />PIPE TYPE
<br />LDED---ST
<br />-
<br />DUAL 6"S5
<br />FORCE IYAIN
<br />- -
<br />CURRENTLY
<br />UND
<br />R CONSTRUCTION
<br />- -
<br />E IRON,
<br />-
<br />-
<br />-
<br />- -
<br />-
<br />-
<br />12
<br />FINISH STREET GRADE
<br />11
<br />10 ENCASE 8"SS WHEN TOTAL
<br />COVER IS LESS THAN 4'
<br />9i-
<br />il II
<br />8 #4 BAR HOOP !
<br />7 24" OC _III
<br />#4 BARS
<br />6
<br />5
<br />4
<br />3
<br />2
<br />I. 8"ss
<br />3"
<br />3"
<br />6" ALL
<br />AROUND
<br />CONCRETE ENCASEMENT DETAIL
<br />(REFERENCE S.J.C. STD. DET. W-7)
<br />30 11+00 +20 +40 +6 +80 12+00 +20 +40 +60 +80 13+00 20 +60 +80 14+00 +20 +40 +60 +80 15+01C
<br />z NOTES
<br />= a
<br />w F= 00 w w THE OFF-SITE ROUGH GRADING IS NOT INTENDED TO BALANCE, THE
<br />af J J ~I H O w Of D J J J J J J tO CONTRACTOR IS RESPONSIBLE FOR ANY IMPORT AND/OR OFF HAUL TO
<br />> a Q I zo a 31 BALANCE THE SITE.
<br />o w o o � in in o o o o ofo o tL 3
<br />g o Q o W
<br />M= 0
<br />N m 0 o Q o? o Q o 0 o GATE VALVES SHALL BE USED FOR ALL WATER LINES
<br />o cn w ori p o g o w 3 ,ri 00 3 ,n -::i Of p g a o 3 3 (PER SJC STANDARD 4.31.C.3 LATEST EDITION).
<br />C5 sn3 �i o ui 3w Ki Of ^ o ro r cnoz 0 3> - o 00
<br />+ `0 ul + + J `n w 0 3 Y �o o + 00 N CO M to CO uj n o �o m o IF NEW WATER SERVICE LOCATIONS CONFLICT WITH EXISTING FORCE MAIN
<br />J > N J r� z Q w cn J = J r•> J ,•� J M J cn OR PROPOSED SEWER, THE WATER SERVICE SHALL BE INSTALLED ABOVE
<br />rQ- II w o w w o _ _ p THE CONFLICTING LINE IF 3 FEET OF GROUND COVER CAN BE PROVIDED.
<br />cn > cn � a N � z o J � � cn �- > cn cn cn cn IF GROUND COVER IS LESS THAN 3 FEET, THE WATER SERVICE SHALL BE
<br />in z z N z N z o N z V) N w N w(n N z z N z N z N z N z N INSTALLED UNDER THE CONFLICTING LINE.
<br />ALL SERVICE LATERALS, WHEN INSTALLED, SHALL HAVE NOT LESS THAN
<br />1 -FOOT TOTAL COVER OVER PIPE.
<br />z
<br />- STA 11+52, 17.0' RT •u (E) R/W
<br />INSTALL 8" SEWER
<br />f-�- -
<br />STt1B-WG - -- -- -- L- -- -- -O -- -- -- - - - - -- -- -- -- -- -- --
<br />^
<br />6"W INV=66.SSFM RVV=325 6"W INV=6.25 STA 13+40, INSTALL
<br />6 SS INV=6.71 .60 6SSFM INV=3.48 BLOW -OFF PER q%
<br />6"SSFM INV=3.62 ^ SJCO STD DWG CW -W6 (E) EP T.B.M. #505
<br />2 a (N 2227739.68, E 6304917.22)
<br />(E) EP 10'W (E) CL ! i o STA 18+09.9, 9.5'± RT
<br />Gl�^I END NEW PAVEMENT REDUCTION
<br />11+00 (E) CILI 12+00 13+00 h THORNTON ROAD t44�00 15+00 18+00
<br />-I :9 " I + -± � EXTEND NEV D -SIDE SWALE TO
<br />6 W INV=6.25
<br />0) Z 6"SSFM INV=3.40 EXISTING DRAINAGE DITCH (NOT SHOWN)
<br />2 - - 5.5" - -
<br />< co - -
<br />STA 11+50, INSTALL
<br />O 27 LF 6"SS ® S=0.01
<br />00 CAP AND PLUG END
<br />00 + AT SEWER CLEANOUT
<br />O
<br />1-
<br />Ld
<br />Li.l Q
<br />-- -------,.__��_ --- --- -
<br />- _40
<br />-
<br />__
<br />�,_-� -__-- ------ ---EP
<br />----- --
<br />---- .. s
<br />NEW PAVEMENT WIDENING A.
<br />_z 5+00.0 _
<br />(N 2227762.27, E 6304887.32)
<br />NEW
<br />(E) EP STA. 12+53, 33.5' RT NEW TC CD DUAL 6"SS FORCE
<br />NEW INSTALL FIRE HYDRANT STA 13+34, INSTALL INSTALL ROAD -SIDE DRAINAGE SWALE MAIN CURRENTLY UNDER
<br />EPA IP SJCO STD DWG CW -W18 64 LF 6"W, CAP ALONG EDGE OF NEW PAVEMENT CONSTRUCTION (TYP)
<br />AND PLUG END (E) R/W
<br />7
<br />STA 3+20 TO STA 18+10, I `0 m (F) R/W SAWCUT AND REMOVE 1' MIN. EX. I STA 13+17.5 END NEW CURB,
<br />PAVING AND MATCH NEW PAVING 2 GUTTER AND SIDEWALK FL ELEV=8.78
<br />STA 11+65, INSTALL SJCO STD CW -C7 LEGEND
<br />(E) R/W J I 64 LF 6"W, CAP o THE PROJECT ROUGH GRADINGcb`S NOT INTENDED 6" AC (TYPE A) OVER 8" AB
<br />J AND PLUG END TO BALANCE, THE CONTRACTOR IS RESPONSIBLE (CLASS 2) ON 12" COMPACTED
<br />(F) R/W 2 FOR ANY IMPORT AND/OR OFF HAUL TO BALANCE SUBGRADE TO 95% R.C.
<br />NEW PARCEL 5 (F) PL �' NEW REMAINDER THE SITE.
<br />
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