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HomeMy WebLinkAbout1515-1LC 3 RANBALL AVE .SITE HAW THORNE A YE SAN BE'RNARDIND AVE l0 -FAN BERIVARDIN O FW Y I LOCATION M A P NOT TO .1'CALE PRIVATE ENGINEER NOTES TO CONTRACTOR 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES, CONDUITS OR STRUCTURES SHOWN ON -THESE PLANS ARE OBTAINED.BY A SEARCH,OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TARE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON. i THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL -LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. 2. CONTRACTOR AGREES'TIIAT'HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONSAND 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 PERFORMANCE OF THE WORK IN THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. CONSTRUCTION NOTES a QUANTITY ESTIMATES ; INSTALL J"TANDARD MAN140LE PER CITY OF FDN TA NA STI. DTL I I Z EA INSrA L L 8" YC P Fl PB SZ I LF IASTALL 4' SEWER LATERAL., 57D Lr I~ Ld I SEWER I.MPRO TRACT FONTANA LTJ Z _ I~ Ld Q i Z 4 Q VE M NT PLANS NO 12134 C I FOR N I -A R AN DALL AVENUE INULA MAS' SCA LE 1"-. 100' SELECTED NATIVE zt 501L 1" MAX. S/ZE COMPACTED TO 90 X , •w�,4 114 TO 314 RO CCK SEDDI NG TYPICAL BEDDING FOR 8" VCP 10' OR DEEPER X10 S CA LE r • 4 w I " MAX. .SI zE .!ELECT NATIVE BEDDING COMPACTED TO 9O% , BENCH MARK IBASIS OF BEARING CITY OF F914TANA B. M. 477 CIRCUIT 'T1 -IE BEARING D N B `30*15" F ALONG NO. * G7_ IG ELEV .- 11.91,G3 CENTERLINE OF RANDALL AVE AS FK NAIL IN PP ifSG 4 0,35 H f1T 514OW N ON PARCEL MAP NO. 35/0 N .W. CORNER RANDALL i TAMARIND. PM. L3 90 /76 1A TYPICAL BEDDING FOR 811 VCP LESS THAN 10' DEEP NO SCA LE_ t GENERAL • CONSTRUCTION NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS S..HALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD i SPECIFICATIONS. _ 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS ? I 3.- -STATIONING REFERS ' TO THE CENTERLINES `OF ' STREET EXCEPT' WHERE' OTHERWISE NOTED. 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. 6. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING j SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL"ALSO BE j GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION i 306-1.1.6. -- 8. ALL MANHOLE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY.PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 9. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION I STANDARD DETAIL 129. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES. 11. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE G CITY OF FONTANA. 12.�THE CONTRACTOR SHALL BE RESPONSIBLE FOR -THE -RESETTING OF ANY URVEY MONUMENTS, STREET..CENTERLZNE MONUMENTS, -OR. -BENCH MARKS ICH ARE D; STURBED DURING CONSTRUCTION WHETHER THEY ARE SHOWN ON THEPLANS OR NOT. 13. ALL 4" HOUSE SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. rINSTALL SEWER CLEANOUT BOX FOR ALL HOUSE LATERALS PER STD. 125—A. 14. TERMINATE ALL 4" HOUSE SEWER LATERALS WITH A PLUG AT THE iPROPERTY LINE UNLESS OTHERWISE NOTED. 15. CHIS. X SHALL BE .PLACED ON THE CURB OVER, LOCATIONS OF SEWER LATERALS BY THE SEWER CONTRACTOR. 16. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE HORIZONTAL LOCATION AND VERTICAL ELEVATIONS OF ALL UTILITY CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR TO THE SEWER. ZANY DISCREPANCIES SHALL BE MADE IN,.W!RITING TO THE OWNER.PRIOR TO CONSTRUCTION. 17. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL FUTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, 'LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, ;RECLAIMED WATER, SEWER ,.-STORM-DRAINAGE-, ELOOD-CONTROL !SYSTEMS, ETC. 48 HOURS PRIOR TO EXCAVATION NEAR THEIR 1FACILITIES , NOTIFY: ,CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 TELEPHONE (714) 350-7610 UNDERGROUND SERVICE ALERT TELEPHONE (800) 422-4133 150. CALIF. GAS COj — DISTRIBUTION FACILITIES 570 4TH STREET, P.O. BOX 6226 SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (714) 884-9411 'SO. CALIF. EDISON CO. ESSIQ 1351 H. FRANCIS AVENUE, P.O. BOX 513 ONTARIO,.CLIFORNIA 91761 c�OQ� a n d e,�f F TELEPHONE':, (714) 947-2996 — UNDERGROUND POWER �� �� y (714) 875-5100 — TRANSMISSION cjm4 m !GENERAL TELEPHONE " No. 13116 "' ! 245 N. MOUNTAIN VIEW AVENUE Fxp. 3-31-89 POMONA, CALIFORNIA 91766 C1 1\. ��� TELEPHONE ( 714) 357-2257 lF OF 9 G.V.W. ASSOCIATES, INC, CITY OF FONTANA , CALIFORNIA 667 BREA CANYON ROAD, SUITE 27 WALNUT , CALIF. 91789 PUBLIC WORKS DEPARTMENT (7 14) ,594— 0552 Drawn by : scale: Approved : 7A TITLE SHEET AS SHOW N Designed by: TRACT N 0. 12134 Date: BY G✓ W. Assoc. GARRY N. ANDER WENDE R.C. E. 13116 Date 7R SEWER IMPROVEMENT PLANS ,DUNE 87 . Q1 512315 A�Ix� (-'�=Ui�T LA-TgAL Lo( TAn y-_? o,P 51.71181? Checked by :/ 4—' �Dwg. - No. ECY. P REV. DATE DESCRIPTION I E. _ Approved: _l;4�� I g PP-_ Y CITY ENGINEER R.C.E. 18932