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HomeMy WebLinkAbout2326-16" PCC 8" PCC WITH WIRE MESH OVER 6" CLASS II AB 8" PCC WITH WIRE MESH OVER 6" CLASS II AB FS, �S �� �S 6" CURB PER STD, DETAIL 101 D 1 L�pNtiOti� o°'� poi 8" AC OVER 6" CLASS II AB EXISTING SIDEWALK ti ti 8,33XN ,J.5i. --40M.- 2/ 6' 11.3' DRIVEWAY PARKING/BUS BAY 1' EXISTING ROADWAY CROSS-SECTION AT STA 15+52.70 CENTERLINE DRIVEWAY 14 7 rill, 11 II 11 I I 6' 41 EXISTING SIDEWALK 1' �- 2' VARIES 9,9'-12,5' PARKING/BUS BAY TYPICAL SECTION 15 SIERRA AVENUE 00 xtXxiO�, S�Po�%� % �'0 X Dix C.7 �ti 4 0� Ll + + �� + + , + + + + 1 8" AC OVER 6" CLASS II AB EXISTING ROADWAY X w R / W --_- J M Z Q Q Q LO w 2 H Z A �-, cu ALD W H Q Z W W Q ~ Z I --I WW LD Z M ~ Q ¢ Y '-' Z iv J -I � Q Q W U A a. � LD N U D � a Q W GENERAL NOTES Wbi I- Q 1. All work shall be done in accordance with these plans and the Standard Specifications 1:3 W for Public Works Construction Greenbook dated 1994, and any revision thereafter, 2. Construction permits shall be obtained from the City of Fontana Community Development Dept, prior to the start of any work within the City Limits, TEMPORARY C❑NSTRUCTI❑N EASEMENT (17' X40') 3. Stationing ref ers to the centerline of street except where otherwise noted, 4. Curve data refers to the face of the curb, 11, All valve cans and covers shall be constructed 6" below finished grade by water 5. All exposed concrete shall conform in grade, color and finish to all adjoining curbs and contractor and shall be raised to grade by paving contractor after completion of paving, sidewalks, 12, Refer to City of Fontana, underground utility location standard detail 129, 6. Pavement structural sections shown are minimum and subject to revision and approval 13. The contractor(s) shall coordinate construction with all utilities and other improvements of the City as required by soils tests taken after completion of rough grading, including, but not limited to, gas, telephone, electrical, lighting, television, cable, 7. Case should be taken to prevent grades, ditches and swales from undermining street landscaping, landscaping irrigation, domestic water, reclaimed water, sewer, storm Improvements, Upon Inspection of the site, the City Engineer may require temporary drainage, flood control systems, etc, gunite swales, entering or leaving Improvements, 14. Type, location and width of driveway approach aprons will be determined at the time of 8. Adequate stakes shall be set by the Engineer to enable the contractor to construct the construction and shall conform with the City of Fontana standard details, work to the plan grades, 15. Contractor is Instructed to refer to these plans and the specifications, and where there is 9. All pipes or substructures of any kind and all telephone or power poles, water meters, or may be a conf lict shall immediately report said conf lict or possible conf lict to the City valves, hydrants, irrigation structures, etc,, shown or not shown on this plan and located Engineer's representative, within areas to be Improved and interfering with construction, shall be relocated by 16. Sterllant required under all AC Pavement, others, It shall be the contractor's responsibility to notify all of the agencies concerned 17. No concrete shall be placed until forms and reinforcing steel have been placed, inspected before construction begins, and approved. 10, Closure of driveway must be coordinated with the engineer and all affected property 18. All utility companies shall be given 48 hours notice prior to work around their facility, owners and tenants, 19. All utility compaction to be certified by soils engineer, 20. All materials and methods to be subject to the approval of the City Engineer, 21, Backfill materials shall be verified by contractor and approved by public works inspector prior to the placing of any permanent pavement, 1-800-422-4133 22, Contractor to Install pavement markings and striping as required by the City Engineer, 23. Contractor shall not operate any main line water valve, 24. If existing utilities or any other facilities conflict with the proposed improvements, work IT'S THE LAW I CALL AT LEAST TWO shall stop and the engineering notified Immediately, DIAL BEFORE WORKING DAYS PRIOR 25, It shall be the responsibility of the contractor to notify the engineer prior to any street YOU DIGI . TO EXCAVATING removal operations by the contractor so that the engineer may tie out existing monuments, 26, It shall be the responsibility of the contractor to notify the engineer after the base course v 1 V have been constructed and before the paving has been installed so that the engineer May AL P 9 9 Y UNDERGROUND SERVICE ALERT install the street centerline monuments as required by the City Code of the City of W SWTHM CAUFOFM Fontana, BEFORE EXCAVATING, THESHALL VERIFY LOCATION OF UNDERGROUNDOUAUTiIESO Y CONTACTING THE 27. "As built" drawings shall be provided by the contractor to the City of Fontana, UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 CONSTRUCTION NOTES ❑1 REMOVE EXISTING CURB AND GUTTER, REMOVE EXISTING LANDSCAPING AND IRRIGATION AND INSTALL 4" PCC SIDEWALK AS DIRECTED BY THE ENGINEER, CONSTRUCT 4' TREE WELL WITH IRRIGATI❑N FOR EXISTING PALM TREE. ❑3 SAWCUT AND REMOVE EXISTING SIDEWALK. CONSTRUCT COMMERCIAL DRIVEWAY PER STANDARD DETAIL 102-A, ® CONSTRUCT 6" CURB PER STANDARD DETAIL 101, TRANSISTION 6" CURB TO MATCH EXISTING 8" CURB THROUGH REVERSE CURVES AT ENDS OF BUS BAY, MATCH TOP OF CURB TO EXISTING SIDEWALK. ❑5 SAWCUT AND REMOVE EXISTING AC PAVEMENT, REPLACE WITH 8" AC OVER 6" AGGREGATE BASE, TO MATCH EXISTING AC AND NEW GUTTER, © CONSTRUCT 8" PCC PAVING WITH WIRE MESH ON 6" CLASS II AGGREGATE BASE, F7-] RELOCATE EXISTING TRAFFIC SIGNAL PULLBOX AND REPLACE 2 DETECTOR LOOPS AS DIRECTED BY THE ENGINEER. L_J tK ,yp1• ti Q � 3 W U LO -1 a. V)W > J fn Z U 33°23'24" t\ J Q W JN 42°06'14" w Q LO z 8.06' W � CL 15,39' _ � 0 X = U H X w W F --U in H J W U W ~o W Q In ~ W U Q w o� a o W a_ IL 1 -- SCALE: 1"=10' 1 6 x?,°j' °c O° � �� 4�'Pti�O2F�'ti�O x F� �xti SSP pGj S•` 20S�P�� P ►, cC:75 7 •�� D Lti ti S • 2 + + A- + + + + + + + + + + + + + + + � Q CL 3 LLJF- U Q W QWESS/pN9� E . Sac ►ti� Fti N0. 26690 EXP. E OFC00`�� �h CURVE DATA TABLE NO EXISTING 6' SIDEWALK T A 35°59'18" 21,12' 13.27' 6,86' B 33°23'24" 22,71' 13,24' 6,81' C 42°06'14" 20.94' 15,39' 8.06' D 42°06'14" 20,94' 15,39' 8,06' z LD R/W W Q w w >- ¢ a k J ; a_ H Q U H H Z Q W1 LO 0j a 1- J Z - 2 Q Q Q L7 CK J W L7 UA = J >>_Q Q � Q > a- P- ~H (� A Z W Q� W W W F-- Q 00 P- Q J W i Z Q F- U P- U °- a_ W _jPQ Q A X F_ I _ v % LO J W O rl ¢H i U LD (Z W I- W I w Z O H W Z W W � Q CL 3 LLJF- U Q W QWESS/pN9� E . Sac ►ti� Fti N0. 26690 EXP. E OFC00`�� �h CURVE DATA TABLE NO R L T A 35°59'18" 21,12' 13.27' 6,86' B 33°23'24" 22,71' 13,24' 6,81' C 42°06'14" 20.94' 15,39' 8.06' D 42°06'14" 20,94' 15,39' 8,06'