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Home My WebLink About1289-185817 GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL 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 SPECIFICATIONS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR 'TO START OF ANY WORK WITHIN THE CITY LIMITS. 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.,SYSTEM.. SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE 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 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 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 CITY OF FONTANA. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH MARKS WHICH ARE DISTURBED DURING CONSTRUCTION WHETHER THEY ARE SHOWN ON THE PLANS OR NOT. 13. DELETED 14. ALL 4" HOUSE SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 15. TERMINATE ALL. 1+" HOUSE SEWER LATERALS WITH A PLUG AT THE PROPERTY LINE UNLESS OTHERWISE NOTED. 16. CHIS. X SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER LATERALS BY THE SEWER CONTRACTOR. 17. IT SHALL BE THE CONRACTOR'S RESPONSIBILITY TO VERIFY THE HORIZONTAL - LOCATION AND VERTICAL ELEVATIONS OF ALL UTILITY CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR TO THE SEWER. ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER PRIOR TO.CONSTRUCTION. 18. CONTRACTOR SHALL NOTIFY CHINO BASIN MUNICIPAL WATER DISTRICT (CBMWD), TELEPHONE NO. (714) 987-1712, AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION. 19. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING,. LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 48 -HOURS PRIOR TO EXCAVATION NEAR THEIR FACILITIES, NOTIFY: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 TELEPHONE (714) 823-3411 - SO. CALIF. GAS COMPANY - DISTRIBUTION FACILITIES 570 4TH STREET, P.O. BOX 6226 SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (714) 884-9411 OR (800) 422-4133 SO. CALIF. GAS COMPANY - TRANSMISSION DEPARTMENT i 2191 BIRCH STREET BREA, CALIFORNIA 92621 TELEPHONE (714) 529-2889 OR (800) 422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 1351 E. FRANCIS AVENUE, P.O. BOX 513 ONTARIO, CALIFORNIA 91761 TELEPHONE (714) 947--2996 - UNDERGROUND POWER (714) 875-5100 - TRANSMISSION (213) 637-1233 - PIPELINES, OR (800) 422-4133 GENERAL TELEPHONE COMPANY 24'5 N. MOUNTAIN VIEW AVENUE POMONA, CALIFORINA 91766 TELEPHONE (213) 357-2257 OR (800) 422-4133 SAN BERN. COUNTY FLOOD CONTROL DISTRICT 825 EAST THIRD STREET SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (714) 383-1665 PACIFIC TELEPHONE & TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE, CALIFORNIA 92504 TELEPHONE (714) 359-2585 OR (800) 422-4133 SEWER IMPROVEMENT PLANS- TRACT N0. 12691—I Sc 12691-2 FONTANA , CALIFORNIA OP � IJP j •� �• AV— \ V� �! MOUNTAIN HIGH — IN IN I 3, M1' 29 25 1 26 27 28 � 2 � 23 24 25 � c 24 � 2 \ � � 3 � 30 1 � 18 3 23 20 3 22 21 19 4 �u 31 ELIZABETH E'OUR 17 22 4 W\ p W w 32 N 5 �-- 4 W cn3 W \_ , 21 5 Q 16 33 Qr) 6 0 AW II 12 O 20 6I Q 13 14 34 7 O J 10 35 W 19 36- 8 9 37 CE 5 8 18 38 P �� W 39 9 N � 5 4 � 17 41 4 0 53 . 16 15 43 42 GL E OAK 3 52 10 w 51 g,a W WEEP/NG WILLOW LANE Mmmmmmrru INDEX MAP SCALE: I"= 100f PRIVATE ENGINEERS NOTICE TO CONTRACTOR 1, ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. 2. IT SHALL BE THE CONTRACTOR"S RESPONSIBILITY TO DETERMINE THE NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILTIIIS OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE_ STARTING WORK. 1 4. THE CONTRACTOR "SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOINING, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENG,INEER'S.ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. 6 ENC14 MARK RR SPIKE ON PP -h` 6 74320 E A T THE INTE•RSE'C 7 /ON OF JUPUP14 AVE. AND MUL/3ERRY AVENUE EL E V. 918. 40 ' JV 49 SELECTED NATIVE `:,; ;� • 'jai SOIL ["MAX. SIZE COMPACTED TO 90% �• �'TO ' 4 ROCK BEDDING14 \ \ TYPICAL BEDDING FOR 8" VCP 10' OR DEEPER NO SCALE j W Q Q U.S. HW Y. /O Q Q SLO VER A VENUE v o ✓URUPA A VENUE N Q r LPROJECT R/VERS/DE AVENUE / SITE VICINITY MAP NO SCALE CONSTRUCTION NOTES AND QUANTITY ESTIMATES NUMBER I TEM QUANTITY UN1 T I O INSTALL STANDARD MANHOLE PER CITY OF FONTANA STD. I2 EA. DETAIL 112 2 O I N STALL STANDARD DROP MANHOLE PER CITY OF FONTANA SOUTHRIDGE VILLAGE TRACT N0. 12691—la-2 SEWER IMPROVEMENT PLANS Scale: AS SHOWN Designed by: WRK STD. DETAIL III 2 EA. O INSTALL CONCRETE ENCASEMENT PER OETAII, T1415 SHEET : Approved R.C. E. 18932 CITY ENGINEER Dwg. No. _ REV. DATE IS 260 LF ® INSTALL 13" EXTRA STRENGTH VITRIFIED CLAY PIPE 3263 LF PER CITY OF FONTANA STANDARDS AND SPECIFICATIONS 0 INSTALL 8u WATER TIGHT PLUG WITH TIGHTENING 3 EA. BAND INSTALL 4" SEWER LATERAL PER CITY OF FONTANA- 2436 LF STANDARD DETAIL 125 INSTALL 4" WATER TIGHT PLUG WITH TIGHTENING O LI EA. BAND , 4" COUPLI 4" 0. D. MIN. ONE LAYER OF 13 lb. BUILDING PAPER AS BOND BREAKER AROUND PIPE -AND- COUPLI NGS• PROVIDE FLEXIBLE JOIN' f�XTERIOI? TO AND WITHIN '4: •i'•• -�•� 1 OF ENCASEMENT ENDS,------ ,. • ' vn .: a4•, .. o eo;, CLASS A CONCRETE • ( OVER 15" REQUIRES SPECIAL DESIGN) CONCRETE ENCASEMENT NQ SCALE NOTE: DUCTILE IRON PIPE, THICKNESS CLASS 51 INSTALLED TO AWWA STANDARDS, MAY BE USED IN LIEU OF CONCRETE ENCASEMENT I" MAXIMUM SIZE SELECTED NATIVE BEDDING -}- •`' COMPACTED TO 90% �... '•z TYPICAL BEDDING FOR 8'1 VCP LESS THAN 10 DEEP NO SCALE BASIS of 8EAR/1VG6 THE 6EA1?11V ,5 81-10W1Y HEREON ARE QASE'D UPON T11E C.ENT,ER ,L/AVE OF L/ISE• OAK AVE. A5' ,�Nowi I ow TRACT No. /2064-2 M13 176/78-97 RE'C01?D5 OF 6AA1 SERIVARD/NO 000NTY AS N. 1301,311311E.— MCCUTCHAN CO., INC. 265 N. SAN GABRIEL BLVD. (818) 795-5162 PASADENA, CALIFORNIA 91 107 Approved : X0.7-85 GERALD E. TUTT R.C.E. 14375 Date CITY OF FONTANA , CALIFORNIA PUBLIC WORKS DEPARTMENT Drawn by : ELG SOUTHRIDGE VILLAGE TRACT N0. 12691—la-2 SEWER IMPROVEMENT PLANS Scale: AS SHOWN Designed by: WRK Date : 6 ,/�3/`�S Checked by: EIC : Approved R.C. E. 18932 CITY ENGINEER Dwg. No. _ REV. DATE DESCRIPTION APP. 1