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I - - .4 ....... ... ...... ... ....... ....... .. . ... ... �'7­ -------- -- - - - - ------- .......... .. ....... ........ .......... .. ........ ------------ .1 1 : I I i ----------- - - -------- . .......... ......... . ........... . ... .. ...... ........ ...... ........... ........... .......... .......... .......... ........... ...... ...... ...... - ---- .. - - -- -- ------------ - ------------- ------ .......... -1. .. ....... ..... ...... ...... .......... ---- --- ------ -­­­ ........ . ........... ---- - --- 8 9 10 12 * ES: I J, k J Est. . COUNTY TBM AT EAST END OF NORTHEAST J, /I J J__J i J BENCH MARK: (See bore detail this sheet) CURB AVENUE AND 6 5 8. 6 7 07,? eXIS 7 1WX411101_, 6 9 6 3 Z 7. - 0, 04"5feel casi,n_q 150 L,F. h FOOTHILL BOULEVARD. ELEV. 1200.00 9 5/. 3 7 F/f C/ r, Y , OWCA. 16 7-9 - .31, 8 Construct 8" V.C.P. sewer, h . (Extra strepgth pipe w/compression joints). 4P //V14 ),6x1sr 33 4r. S-4-67 f,Avesr ge Construct (Eccentric) Manhole per 'City of F6rifaria 5tc(.* l9wq. 112 114- 5. All work shall be done in accordance with these plans and 800 2 EA I with modified bottom, install rubber gaskets between joints, See - 33"s Detail No. 1 this sheet for modiffcaflone. 6elll,6W I�PIA e + f 5 4�FNO 5 r46eFe C.4 6 IAI& _qr3 . r'., 0, 6 0 11 sewer manhole, rechannel bott' I EA &6. Rt 50r r. W4 -r&1?' 5 L.F. 51fWk5_1?\ 7. Terminate all 4" house sewer laterals 3' inside the lot 12 W,4rE1,? li-1.411V 3 EA h lie contiguous to the street right-of-way. The lateral shall o /0/00.00 C71'?. A,14A11101_4F Co 0, eg C 7 -IV. W,4NI-10Z with 45 1 EA lot 0 OA 15 r. .6 Z 54 rAYe-r'? AW, 5 7 C411V57' .9 Z 0,--' 8 "W. 0. /0. S4!5,'W.6R 4EA -4 7. COWS7.7 S Z-4oe"0,--"6' 11.0-R SEWeR 5,OZ171-71 R) A163 04?4 '0/ "46 %S. ,rI57' 16, �Wl -Al 6e FAV .5 -Z,? V1 # % 91-17,5*55-�f ' , or power poles, water meters, valves, hydrants, irrigation "-rA UNAUTHORIZED CHANGES & USES ., h -e5XI-57 7eR W41AI B I&- di- ... . .. . .......... The private engineer preparing these plans will shall be relocated by others. It shall be the contractors not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must /a 3/4 11W .3 T plans. 10. .5 6 M&.90ew` �2/ 48F 16e. 919 W,47LzR IWIN 2 *4A10 006 10 7 'Lc* A 'AN .... ..... . ........ . TAW r C11 k7 6 7 ROP R1 SCALE: 1" 40' Of- 00� 72 hours prior to construction of /IV V. underground utilities, 0 A B e#3 to r7i F� F-� C) W F --j C contract r 0 1\1 -rl-\ N J_\ F f- f_�, 0 U -L T 'A , 1\1 Di 21 02M. 13. :3 1/11 94-97.5 1_'367(5;1A1.SrEe4 C,461A016 FOOTHILL 58 5LVD. FUTURE 46 51DEWALK MT -URE CURe6FACE) ,2-D, (EX15T. E.P) TEMPORARY K-F_AIL PRO Mc r EX I ST 1-2 WATERLINe -PURI NG CON5TRUCTION N.T. S. 6" MIN. 1 0"MAX 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% F 0 0 T H I L L 13 0 U L E V A R D `\�6' MIN. 1 0"MAX. 24"STEEL CASING (318" THU 10" V.C.P. BELL 14AOO- 10* V.C.P. SEWER j. C\1 LESS THAN. 10' DEEP 8 a 111M. so MK 1- 11 M&A i loF 10-MAX1""" I- 1" MAX. SIZE SELECTED NATIVE SOIL COMPACTED TO 90% 2 1;� lip W CASING DETAIL. 1/4" TO 3/4" ROCK BEDDING 10' DEEP & DEEPER TYPICAL BEDDING FOR 81, V.C.P. N.T.S. L_OAs 0 3-4"X4" UNFINISHED REDWOOD SKIDS, 3- LONG, BEVELED AT LEADING EDGE 6 SKIDS PER STANDARD LENGTH OF PIPE, TO BE WIRED 3' FROM EACH END OF PIPE. NOTCH SKID TO ALLOW WIRE TO PASS THROUGH. SUPPORT FULL LENGTH OF CASING. NOTES, 1. CASING SHALL BE INSTALLED BY THE, JACKING OR BORING METHOD. 2. CASING JOINTS SHALL BE WELDED JOINTS. 3�, PIPE SHALL BE SPACED TO PROVIDE. A COUPLING WITHIN ONE FOOT OF END OF STEEL CASING. 4. REDWOOD SKIDS SHALL BE PROVIDED AS PER DETAIL ABOVE. 5. SEAL BOTH ENDS OF CASING WITH MORTAR. PRIVATE ENGINEERS NOTICE TO ALL CONTRACTORS The existence and location of any underground utilities or structures .shown on these plans are obtained by ,a search of available records. To the best of our knowledge there are no existing utilities except those shown on these plans. The contractor IL S required to take all precautionary measures to protect the utilities shown and any other lines or structures not shown on these plans and is responsible for the protection of, and any damage to, these lines or structures. FIELD BOOK REF. MARK The contractor agrees that he shall assume sole and complete responsibility for job site conditions during the course of construction of this project including safety of all persons and property; that this requirement shall apply continuously and not be limited to normal working hours; and that the contractor shall defend, indemnify and hold the owner and the engineer harmless from any and all liability real or alleged, in connection with the performance of work on this project, excepting for liability arising from the sole negligence of the owner or the engineer. The review and approval of these plans by the City Engineer is based on the information shown on these plans and the design information submitted. It shall be the responsibility of the design engineer to verify existing conditions and the work to be done by these plans. BENCH MARK Riverside County B.M. H-10-2. 3" alum. disc. at S.E. cut off of Mentone & Sanderson Aves. Elev = 1522.80 corner ENG. CITY DAT E DATE PHILLIP E. BRCFN, RCE 18679, Exp. 6-30-93 REVISIONS I APPR . I 1APPR-1 I 13-. Manhole frames and covers to be constructed by the sewer contractor 611 below finished surface grade and upon completion of paving. The paving contractor shall raise same to finished grade. 14. All stationing refers to centerline of sewer. 15. The sewer contractor shall be fully responsible for the location and protection of all existing underground utilities and structures whether shown on these plans or not. 16. No laterals shall be placed under driveways. 17. Engineer shall check out original sewer improvement plans and transfer "As -Built" information prior to city acceptance of the sewer system. DRAWN BY (714)886-4768 4�p - F - CHECK � qY I Jd1B NO, date 0 1% - CITY OF FONTANA., 'CALIFORNIA T- 06 PUBLIC WORKS DEPARTMENT HORIZ: V = 40' FOOTHILL BLVD VERT: 1" = 4' 60 DATE z z SEWER IMPROVEMENT PLAN (al 1-91 0 0 APPROVED DWG NO. SHT NO. Z 0 31 1 Of INTERIM RCF_:� SHORING To BE APPROVED 15%( CIT'( W4GINIEER PRIOR TO CON!5TRUCTION PR01P01bC-P 10" V.C. P, -SECTION A -A TRENCH -DETAIL N.T. S. 6" MIN. 1 0"MAX 1" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% F 0 0 T H I L L 13 0 U L E V A R D `\�6' MIN. 1 0"MAX. 24"STEEL CASING (318" THU 10" V.C.P. BELL 14AOO- 10* V.C.P. SEWER j. C\1 LESS THAN. 10' DEEP 8 a 111M. so MK 1- 11 M&A i loF 10-MAX1""" I- 1" MAX. SIZE SELECTED NATIVE SOIL COMPACTED TO 90% 2 1;� lip W CASING DETAIL. 1/4" TO 3/4" ROCK BEDDING 10' DEEP & DEEPER TYPICAL BEDDING FOR 81, V.C.P. N.T.S. L_OAs 0 3-4"X4" UNFINISHED REDWOOD SKIDS, 3- LONG, BEVELED AT LEADING EDGE 6 SKIDS PER STANDARD LENGTH OF PIPE, TO BE WIRED 3' FROM EACH END OF PIPE. NOTCH SKID TO ALLOW WIRE TO PASS THROUGH. SUPPORT FULL LENGTH OF CASING. NOTES, 1. CASING SHALL BE INSTALLED BY THE, JACKING OR BORING METHOD. 2. CASING JOINTS SHALL BE WELDED JOINTS. 3�, PIPE SHALL BE SPACED TO PROVIDE. A COUPLING WITHIN ONE FOOT OF END OF STEEL CASING. 4. REDWOOD SKIDS SHALL BE PROVIDED AS PER DETAIL ABOVE. 5. SEAL BOTH ENDS OF CASING WITH MORTAR. PRIVATE ENGINEERS NOTICE TO ALL CONTRACTORS The existence and location of any underground utilities or structures .shown on these plans are obtained by ,a search of available records. To the best of our knowledge there are no existing utilities except those shown on these plans. The contractor IL S required to take all precautionary measures to protect the utilities shown and any other lines or structures not shown on these plans and is responsible for the protection of, and any damage to, these lines or structures. FIELD BOOK REF. MARK The contractor agrees that he shall assume sole and complete responsibility for job site conditions during the course of construction of this project including safety of all persons and property; that this requirement shall apply continuously and not be limited to normal working hours; and that the contractor shall defend, indemnify and hold the owner and the engineer harmless from any and all liability real or alleged, in connection with the performance of work on this project, excepting for liability arising from the sole negligence of the owner or the engineer. The review and approval of these plans by the City Engineer is based on the information shown on these plans and the design information submitted. It shall be the responsibility of the design engineer to verify existing conditions and the work to be done by these plans. BENCH MARK Riverside County B.M. H-10-2. 3" alum. disc. at S.E. cut off of Mentone & Sanderson Aves. Elev = 1522.80 corner ENG. CITY DAT E DATE PHILLIP E. BRCFN, RCE 18679, Exp. 6-30-93 REVISIONS I APPR . I 1APPR-1 I 13-. Manhole frames and covers to be constructed by the sewer contractor 611 below finished surface grade and upon completion of paving. The paving contractor shall raise same to finished grade. 14. All stationing refers to centerline of sewer. 15. The sewer contractor shall be fully responsible for the location and protection of all existing underground utilities and structures whether shown on these plans or not. 16. No laterals shall be placed under driveways. 17. Engineer shall check out original sewer improvement plans and transfer "As -Built" information prior to city acceptance of the sewer system. DRAWN BY (714)886-4768 4�p - F - CHECK � qY I Jd1B NO, date 0 1% - CITY OF FONTANA., 'CALIFORNIA T- 06 PUBLIC WORKS DEPARTMENT HORIZ: V = 40' FOOTHILL BLVD VERT: 1" = 4' 60 DATE z z SEWER IMPROVEMENT PLAN (al 1-91 0 0 APPROVED DWG NO. SHT NO. Z 0 31 1 Of INTERIM RCF_:�