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Home My WebLink About2297-1GENERAL 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 dated 1975. 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. 4. Curb data refers to the face of the curb. 5. All exposed concrete shall conform in grade, color and finish to all adjoining curbs and sidewalks, 6. Pavement sections shown are minimum and subject to revision and approval of the City as required by soils test taken after completion of rough grading. 7. All underground round work shall be completed prior to paving of streets. 8. Existing underground utilities are asP er available records. The contractor shall be responsible for verifying the actual P y g location and elevation in the field. Contrac r to shall call each utility prior to any work. 9. All manhole and cleanout frames and covers shall be constructed 6" below finished grade by sewer contractor and shall be raised to grade by paving contractor during paving operation. i 10. All valve frames and covers shall be constructed 6" below finished grade by water contractor and shall be raised to grade by paving contractor during paving operation. 11. Refer to City of Fontana, underground utility location standard detail 129. 12. The contractor(s) shall coordinate construction with all utilities and other improvements including, but not limited to gas, telephone, electrical, lighting, television cable, landscaping, landscape irrigation, domestic water, reclaimed water, sewer, storm drainage, flood control systems, etc. 13. Record drawings shall be provided by the contractor to the City of Fontana. 14. Type, location and width of driveway approach aprons will be determined at the time of construction and shall conform with the City of Fontana standard details and details hereon. 15. Contractor is instructed to refer to these plans and the specifications, and where there is or may be a conflict shall immediately report said conflict or possible conflict to the owner's representative. 16. Sterilant required under all A.C. pavement. 17. No concrete shall be placed until the forms and reinforcing steel has been placed, inspected and approved. 18. 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 i may be expected. I 19. The contractor(s) shall obtain a permit to perform excavation or trench work as described in note 18 above from California State Division of Industrial Safety. See Standard Specificiations for public works construction Section 306-1.1.6. 20. No trench backfill shall take place without prior approval of the City's inspector. 21. Adequate stakes shall be set by the engineer to enable the contractor to construct the work to the plan grades. 22. All utility companies shall be given 48 hours notice prior to working around their facilities. 23. All backfill to be certified by Soils Engineer. 24. Backfill materials to have a S.E. of 30(min) and minimum compaction of 90%. 25. Prior to construction of water sewer and/or storm drain lines the contractor shall expose the existing water sewer and/or storm drain lines where connections will occur and verify their elevation and location. Approval by the City of Fontana of a proposed connection to a City facility does not imply approval of the correctness of the elevation and/or location as shown on plans. 26. If during construction, ground water is encountered, a system approved by the City Engineer shall be installed to dewater said area at the direction of the Soils Engineer. 27. All exposed metal surfaces shall be galvanized in accordance with the City Standard Specifications. 28. All materials and methods to be subject to the approval of the City Engineer. 29• Contractor shall not operate any main line water valve on existing waterlines. 30. An .encroachment permit is required from the following agencies: The City of Fontana - Before any work may begin in or near the City right-of-way. From Caltrans - prior to performing any work within the State Highway right-of-way. revision# 31. Unless pre -approved and justified or as noted on plans, all work within highway right-of-way shall be to State Standards and all work within City right-of-way shall conform to the latest City of Fontana Standard Plans and Specifications. 32. Structural section indicated for highway is for estimating only. Actual section will be determined after grading and appropriate lab test. A T.I. of 10.0 should be used in the design of the highway section. PRIVATE ENGINEER'S NOTE The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the work hereon. In the event of discrepancies arising during construction, the private engineer shall be responsible for determining ni ng an acceptable tabl e s oluti on and revising the plans for approval by the City. BENCHMARK: Pin in 6" x 6" concrete Highway monument at the South `-* ht-of-wa fent g y e of Interstate 10, 4261 West of centerline of Cypress. Elevation = 1098.78 `s i pav�Mr�NT Not" -✓: 1. The City Public Works Inspector may require at his/her own discretion•, that the contractor submit a soils report with calculated OR"Ivalues and gravel equivalents for the verification of a proper pavement thickness. 2. Pavement sections shown are minimum and subject to revision and approval o.f the City as may be required by soils test taken after completion of rough grading. .3-¢' V y �• ,13 -Z- V ,I- /NE ; t dflh'/ES LAY SECTION A '- A TYPICAL SECTION NOT TO SCALE 01k. bIN DETAIL NO. 1 DISCHARGE STRUCTURE CONSTRUCTION NOTES: Standard drawings referred to are those of the City of Fontana, Public Works Department unless noted otherwise. QTY AV DEL I Construct$'Is4aivaknf AC.- over 6 " AB paving. (See typical section - `I Sheet 1 of 2) 104p0 SF � Place 2' tapered feather overlay. 44 SF' Construct 8" curb & gutter per City of Fontana Std. Detail 101 424.10 LF ® Place redwood header IZO LF OConstruct sidewalk per this plan. (See City of Fontana std. • c z h 1 2 No. 105A for expansion and weaken plane joint location and W ANS E u configuration) 2020 SF R N R - �t Z a oMA n T 5 A lA Construct driveway per City of Fontana Std. Detail No. 102-C JOB NO. 92-7-6 I (width as shown on plan) _ 960 SF > cr S ¢ A P I - CT Construct discharge structure per City of Fontana std. Detail I ' I No. 124. nei-ai) 1 1 EA 10. • Paint 4" wide edge right g g line (color white) 100 LF C 6� �...,........ VIA �T I Insta 11 ornamental 1 st e et lightht (Intensity shown on plan) 2E�A 13 Place variable asphalt overlay 7018 SF 14 6anStru6f di,charge s+rur,+ut-e per ri+cy of 11ontana 5+d.oefail No 124 ! 6a. Mo / 61 Do,+ail 2- brown & mullins,inc. engineering • planning •surveying 2150 north arrowhead avenue san bernardino,california. 92405 0 (714) 886.4768 lv7. 1pCa (01683 DETAIL NO, Z I�- DISCHARGE STRUCTURE oil k - [SSr� 4 I 1 1 W Wln 7 bI UR =+ TR NEY EY vii �. I -1 LL U EL AGU DR AV DEL I CITY OF FONTANA., CALIFORNIA - •�:s:. � �k, zH PD �¢W � OL¢ � f P`A' H TR EE L 0 S fn V v I AL D ' - r - 3 5 r t T °4 N � W I • c z h 1 2 w ! � . W ANS E u L T6 S. ,;._-, T I I R N R - -- -J_i W v j C Z a oMA n T 5 A lA f11 g I JOB NO. 92-7-6 I iy A V Yp FS :F '�%� V -. IJ > cr S ¢ A P I - CT Q I ' I Z ; y-��` �A��.: :: 9 BONITA m C 6� �...,........ VIA �T I wIS PO ti r IATA i C / I roA 44 �� P z JU l'-'��(:._:::<•.;::: tUPA HIl •::;�:�::::;.,.,�L3 REGIONAL PARR;'..::�'�:`s;;.�'•'�•:`f:=:��`:;... � , . - � I v I r � I r I Mo / ......... .:; . \ 1 PANORAMA 1 TUDOR T DR WY I - , I .•. ...1 •fE 84 M I •Y ` `7T;.': •`:j-�',..::'..•::.•'•iC, ....�..: ,,.. KERTE LN ! 1 E TREE LN\� -.:?.;::;S;:r.;.; ;moi,:; :':�" i ORANGE BLOSBOM CIA I I ,.•/!/ D <; " I L.. DR PL NCE LN. � 7 r y : : • • 3 SPRINGAOCK IN .: •±'� ALMA LN S RUEZ O ERARD I eV.SRO rTs 'r--Y2SRIVER$IDE I 5 COOLWATER LN lit I . SAN ER RbINQ _ .. C �9G��, ---+----�----+----------- ,--- ,�--+-----+�- -N- VICINITY MAP NOT TO SCALEN FIELD BOOK REF. REV. DESCRIPTIONcrry NO. A� DATE PPA DATE CITY OF FONTANA., CALIFORNIA `1 o DESIGNED BY STREET IMP �EMENT PLANS SCALE: N � W JUN I P,1"E N U E HORIZ: 1' = 40' VERT: 1' = 4' OZ DRAWN BY DATE AUQ 1X392 L T6 S. ,;._-, T ZC CHECKED BYE... !0054- Lutai r f ve O 3 JOB NO. 92-7-6 .APPROVED ��.� 3• �• 9 DWG NO. 00 9 7 SHT NO. o f 2 Q rrG CITY ENGINEER, RCE -CrIZ4C m