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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 />