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HomeMy WebLinkAbout1299-185817 GENERAL NOTES I. 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. TERMI NATE ALL 4" HOUSE SEWER LATERALS WITH A PLUG AT THE PROPERTY' .LI NE' 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. DEI -E TED. 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) 350--76/O 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 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 245 N. MOUNTAIN VIEW AVENUE POMONA, CALIFORINA 91766 TELEPHONE (213) 357-2257 OR (800) 422-4133 SAN BERN. COUNTY FLOOD CONTROL DISTRICT 25 EAST THIRD STREET SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (714) 383-1665 PACIFIC TELEPHONE'S& TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE, CALIFORNIA 92504 TELEPHONE (714) 359-2585 OR (800) 422-4,133 ;1/ SEWER IMPROVEMENT PLANS TRACT No.- 12358 FONTANA ,CALIFORNIA `ACA 80 52 81 f82 � p 79 53 51 —W 84 83 I 34 �• .�� �. ..� 87 86 85 ® i' ` © 78 54 !1 5 35 ��`• 92 91 go 89 88 i �� ' �h O � 33 SZ)NEP� �77 61 C 55 4 36 rW 93 ' 3 I 48 32 i- ---K --f 160 1 U,76 56 I 37 159 I`Q 31 ,J, 94 5 7 156 47 ® 75 57 s� O 15 38 y / 3 (Q 95 154155156 141 140 0 46 , ` N 151 152 153 143 142 74 58 � �9 . Q / I /�� 96 I 146 145 144 � 150 14 148 147 D . , / y 59 f �' O 45 . - `V 4 ' z 2 O 0 / / 3 I 44 , 9 OiQ OD 97 ID FW, ? 60 I wF 42 41 ==_— `f a 69 71 72 I 62 61 43 28 , I 64 I R. 98 VO 63 I �..! 99f� 134 68 66 65 SCALE I "- 200' ( 130\ / BLU )OD f Zz 27 I 3 p 100 131 . I � �' 12 9 32 I3 135 67 125 124 136 ` 0 /� � � 26 $ I 101 I � 128 � 22 23 24 I 102 �� 123 137 15 16 127 ►7 .18 t 9 20 21 I I (f� V v ,O b I � 14 � o !38 -\ X t03I 126 �� � ` •� . W j1 122 19. 13 to 105 I I21. !- 118 120 106 117 119 II /� 4 107 / 4 10 9 /4 108 M 1 115Vs- 109 114 /0-' 0� _ 112. / 113 V 7 6 5 3 G/ 8 / / PRIVATE ENGINEERS NOTICE TO CONTRACTOR 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTEQ 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 UTILTIEIS 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. 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. SEWER LATERAL LOCATIONS LOT NO. DESIGN STA. A5 BUILT STA, 2 EXISTING 6±3 244 561- 3 it 244 98 4 25 +48- 48-5 5 25 + 96 6 2 26 + 48 7 CLEANOUT PERRL CITY OF FONTANA STANDARD 2G+97 REV. DATE, 0 W Z Q Q U.S. HW Y. /O Q Q SLO VER AVENUE Q v ✓URUPA AVENUE Q Q W J W � RIVERSIDE AVENUE PROJECT SITE VICINITY MAP NO SCALE CONSTRUCTION NOTES AND QUANTITY ESTIMATES NUMBER ITEM RUANTITY UNIT OINSTALL STANDARD MANHOLE PER CITY OF FONTANA �' STANDARD DETAIL 112 18 EA. 2 INSTALL STANDARD CLEANOUT PERRL CITY OF FONTANA STANDARD o COMPACTED TO 90 9'0 „ 12 DETAIL 8 2 EA. 3 INSTALL 4" SEWER LATERAL PER CITY OF FONTANA o .. . STANDARD DETAIL 125 3950 L. F. 4 INSTALL W' EXTRA STRENGTH VITRIFIED CLAY P 1 PE PER CITY OF FONTANA STANDARDS AND SPEC I F I CATI ONS 4371 L. F TYPICAL BEDDING SELECTED NATIVE �' I" MAXIMUM SIZE •::' .., SOIL I"MAX. SIZE _ .0. ��° W SELECTED NATIVE BEDDING -} `':� o COMPACTED TO 90 9'0 „ �. 0��, � COMPACTED TO 9 .;• o 3 /4 TO /4 } o .. . ROCK 8EDDING • ..,'s. �,�, TYPICAL BEDDING FOR 8" VCP 10' OR DEEPER TYPICAL BEDDING FOR 8" VCP NO SCALE LESS THAN 10 DEEP NO SCALE MICUTCHAN CO., INC. CITY OF FONTANA CALIFORNIA , 265 N. SAN GABRIEL 3 > BLVD. (818) 795-5162 PUBLIC WORKS DEPARTMENT PASA,.ENA, CALIFORNIA 91107 Drawn by: SOUTHR�IDGE VILLA _ Scale= NONE Approved _, f. -&14-00 �mz���'�� K 13 Designed TRACT N 0. 12358 - pate by : GERALD E. TUTT R.C.E. 14375 Date SEWER PLANS ,IMPROVEMENT t Checked by: Dwq. No. k DESCRIPTION APP. J.T. J.G . Approved:, CITY ENGINEER —P, R.C.E./997.5Z6 �9 _ yi