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Home My WebLink About1409-1GENERAL r NO TES , 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE Cl TY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA . REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFI CA TIONS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY L IMI TS. 3. STATIONING REFERS TO THE CENTERL I NES OF S TREE T EXCEPT WHERE 0 THERW I SE NO TED . 4. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 5. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 5. THE WALLS AND FACES OF ALL EXCA VA T I ONS GREATER THAN F I VE (5) FEET IN DEPTH SHALL BE EFFEC T I VEL Y GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EOU I VA L EN T MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPEC TED . 7. THE CONTRAC TDR CS) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPEC I F I CA T I ONS FOR PURL I C WORKS CONSTRUCTION SECTION 305-1.1.5. 8. ALL MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRCTOR AND SHALL BE RAISED TO GRADE BY PAVING CON TRA C TOR AFTER COMPLETION OF PAVING. 9. REFER TO CITY OF FON TANA , UNDERGROUND UTILITY L OCA T I ON STANDARD DETAIL 129. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES. l/. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA . 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY SURVEY MONUMENTS, S TREE T CENTERLINE MONUMENTS, OR BENCH MARKS WHICH ARE DISTURBED DURING CONSTRUCTION WHETHER THEY ARE SHOWN ON THE PLANS OR NOT. 13. ALL 4" HOUSE SEWER LATERALS SHALL BE INSTALLED ON A 27, MINIMUM GRADE UNLESS 0 THERW I SE APPROVED BY THE CITY ENG I NEER . INSTALL SEWER CLEANOUT BOX FOR ALL HOUSE LATERALS PER STD. 125-A. 14. TERM I NA TE ALL 4#t HOUSE SEWER LATERALS WITH A PLUG AT THE PROPERTY LINE UNLESS 0 THER W I SE NO TED . 15. CHIS. X SHALL BE PLACED ON THE CURB OVER L OCA T I ONS OF SEWER LATERALS BY THE SEWER CONTRACTOR. /5. IT SHALL BE THE CON TRA C TORS RESPONSIBILITY TO VERIFY THE HORIZONTAL L OCA T I ON AND VERTICAL EL E VA T I ONS OF ALL UTILITY CROSS I NGS FOR ALL UTILITIES CONSTRUCTED PRIOR TO THE SEWER. ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER PRIOR TO CONSTRUCTION. 17. CON TRA C TOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT L IMI TED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING. IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FWOD CONTROL SYSTEMS, ETC. 48 HOURS PRIOR TO EXCAVATION NEAR THEIR FACILITIES. 16. CONSTRUCTION OF SEWER MANHOLES SHALL BE PER CITY OF FON TA NA STANDARD DETAIL 112. SELECrEo I1G9TI!/�' SOIL 111 m,4,!! SIZE COMP.4CT,0 rO 90 IZ4" TQ -1/¢ /, - ROC,e BEDDING _ .5.._ ., S «..:._,e -.3 ..e ._: ._s __._. � ...,:_ a -,-... � *€,-... r, rik' .. _ a -. _...: ... •-..,� "�.a•s2Xas9.h_, :u.s/w�:.r-.-5$��.a�,x1�3'.-.:�w�.csi�..,f..�.-:,.ce.�,E.��c�v�....5, s: abs..-v�x.zn_ar�'si �t� it P•m�i; �:^6�r - "`�y�`a�...m ti' - .i�..-.;�-' -:aa.ai.,>: x�a:: ,:m.w %�.:�a. _z=3c..zv&, a.,.-.:Cszvu,.�..r. .. - . _,.. sw..e..;�`.z=...ew.m. - - ."' _ __ _ .a._. _ _,..,. -__ TYPICAL BEDDING FOR 8" VCP /0' OR DEEPER N. T, S. JA CKSON DRIVE SEE SHEE T 3 c . i "= 4O' _ JACKSON DR/ VE "At 0 L EA NDER TYPICAL BEDDING FOR 8" VCP LESS THAN l0' DEEP N. T.S, PRIVATE ENG I NEER ' S NOTE TO CON TRA C TORS : THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OB TA INED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILI TIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CON TRA C TOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR S TRUC TURES SHOWN OR NOT SHOWN ON THESE DRA W I NGS . 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 REOUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, THE OWNERS, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION W 1 TH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY A R 1 S I NG FROM THE SOLE NEGL 1 GENCE OF THE OWNER OR THE ENGINEER. RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF. BASEL I ✓ACKSO IV.4rlVE• �-�� ' •� �, s0/L /" ' ' .4.Y/MZ1A,1 S/lam MONTGOMERY C01WP.4rr.ED 710 90% 1' L J SAN W 4 �ay O Q b4044 � I J TYPICAL BEDDING FOR 8" VCP /0' OR DEEPER N. T, S. JA CKSON DRIVE SEE SHEE T 3 c . i "= 4O' _ JACKSON DR/ VE "At 0 L EA NDER TYPICAL BEDDING FOR 8" VCP LESS THAN l0' DEEP N. T.S, PRIVATE ENG I NEER ' S NOTE TO CON TRA C TORS : THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OB TA INED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILI TIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CON TRA C TOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR S TRUC TURES SHOWN OR NOT SHOWN ON THESE DRA W I NGS . 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 REOUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, THE OWNERS, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION W 1 TH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY A R 1 S I NG FROM THE SOLE NEGL 1 GENCE OF THE OWNER OR THE ENGINEER. RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF. BASEL I ✓ACKSO TOTAL S/ TE JACKSON MONTGOMERY � 2-- 8"x 6' VCP EXTRA STRENGTH SEWER III J SAN W O Z JAC/NTO O Q O � I J 4 EACH V/C/NI T Y MA P I N. T. S. SH 7. AVENUE y CONSTRUCTION NOTES O CONSTRUCT MANHOLE PER STD. 112. 2 CONSTRUCT TERM/NAL CLEANOUT PER STD. 128, 3 CONSTRUCT EXTRA STRENGTH 8" VCP SEWER. O CONSTRUCT EXTRA STRENGTH 4" VCP SEWER HOUSE LATERAL PER STD. 125. O REMOVE AND REPLACE EXISTING PAVEMENT W/TH 3" A. C.. EST/MATE OF QUA N T/ i/ES NO. / TEM TOTAL � SHT. 4 ^ 2046 � 2-- 8"x 6' VCP EXTRA STRENGTH SEWER III LIN FT, 3.- 4"x 8' VCP EXTRA STRENGTH SEWER 1235 LIN. FT 4. - MANHOLES PER STD, H2 3 I SH T. 2 3 EACH 6.- 8" BREAK-IN I EACH SH 7. 2 EACH 8. - 4" VCP PLUGS 45 ►� 9. -- CL EANOUT BOXES PER STD 125A 45 EACH CHECKED BY APPROVED � d��`--�`-� DRW . # l • 1- C. C I T Y EN G INFER .C. B93 R E 1 2 �,� 0 �% 4 << �J I l v JA ON SHT.3 - -L - /NDE.Y MAP N.r.S. y CONSTRUCTION NOTES O CONSTRUCT MANHOLE PER STD. 112. 2 CONSTRUCT TERM/NAL CLEANOUT PER STD. 128, 3 CONSTRUCT EXTRA STRENGTH 8" VCP SEWER. O CONSTRUCT EXTRA STRENGTH 4" VCP SEWER HOUSE LATERAL PER STD. 125. O REMOVE AND REPLACE EXISTING PAVEMENT W/TH 3" A. C.. EST/MATE OF QUA N T/ i/ES NO. / TEM TOTAL UNIT I. - 8"x 8" VCP EXTRA, STRENGTH SEWER 2046 LIN. FT. 2-- 8"x 6' VCP EXTRA STRENGTH SEWER III LIN FT, 3.- 4"x 8' VCP EXTRA STRENGTH SEWER 1235 LIN. FT 4. - MANHOLES PER STD, H2 3 EACH 5.- 8" VCP PLUGS 3 EACH 6.- 8" BREAK-IN I EACH 7, - CL EANOUTS PER STD. 128 2 EACH 8. - 4" VCP PLUGS 45 EACH 9. -- CL EANOUT BOXES PER STD 125A 45 EACH CITY 0" FON T A NA . CA L I FOR N TA Q�pFEssIpNA� E. J. ROBERTS 6 ASSOCIATES A. FL�� 937 VIA LATA, SUITE /00 PUBLIC WORKS DEPARTMENT y~KENNETH POWERS No. 6-33820 COL TON, CA 92324 (7/4) 824.5700 DRAWN BY SEWER IMPROVEMENT PLANS SCALE Exp. 6-30-90 CIVIL A. C'OLEANDER AVENUE AS SHOWN DESIGNED BY- DATE a�'��T - J . J. r ffe r , 9 _ p �l �x/167 OF CAI -IV EN4 f NNETH ALAN PO &IS R.C.E 33820 CHECKED BY APPROVED � d��`--�`-� DRW . # l • 1- C. C I T Y EN G INFER .C. B93 R E 1 2 �,� 0 �% 4 <<