The URL can be used to link to this page

Home My WebLink About1399-1INZ-�)ZAe'M4R -__on- STORM VulATE'R FI.O t</ 0 .Basis of Bearings P20_r,ffC T LOCA TIO,./ Al ,ll K kk w Q Q' �rcivi�y ��Q� CAP 9e,4LE) QUANTITIES RAW CUT 2,300 C.y. SUBS/.DE,UCE (5.3 AC)LI2) 1 700C.y. SH21 �J 14AC E .50 C. Y. AVAiLA/3LE CUT 5'i/. 5 0.Y ,eEq.'o RAZW 4-'14 C. 3,965 C. Y ,S U/3 S / -D E AJ C E /, 7/o e. Y /LEQU12E.D FILL 6j-(o76_C•Y ,5"0277A<;E 5,1(03 C,Y COAUCRET,E 840C/:� WALL GENERA L E� 1. All work shall be'done.in accordance with these plans and the City of Fontana Public Works Department Standard Specifications.dated 1975• ' 2. Construction permits shall be obtained from the Fontana Public Works Department prior to the start of any work within the City Limits, 3. The soils report prepared by Geotechnical Engineering Consultants, Inc., W.O. 6195 -F1 -R6 dated June 17, 1986 and any.addendums, shall be considered a part of these plans. 4. Adequate stakes shall be set by .the Engineer to..enabl- the contractor to construct the work to the plan grades. CONSTRUCTION. ITEM AND QUANTITY' ESTIMATE S R/ti/ ITEM QUANTITY 5...,. .• ,... �r ,, ..... .CONSTRUCT 2" A.C. PAVEMENT OVER COMPACTED, NATIVE SOIL. 24,789 S.IC 2 REMOVE A.C. DIKE . IAI01,06AI r e- 3 CONSTRUCT 8" CURB WITH 18" GUTTER PER CITY STD. DETAIL 101. lo! 5 L.A O Q' �.e,P PL A1,125 5 CONSTRUCT 3" A.C. PAVEMENT OVER COMPACTED NATIVE SOIL. 30500 S.f. 6 CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY -STD. DETAIL 105-A. 9,081/0 S F 7 CONSTRUCT RAMPED CURB RETURN PER CITY STD. DETAIL 104-A. 5 EACAl ® REMOVE 2" x 4" REDWOOD HEADER. 1V4r1,06AI r,4G 9 REMOVE EXISTING TELEPHONE POLE. 6Y oT.yE,PS 10 INSTALL A.C. OVERLAY VARIABLE THICKNESS 1" MIN. 3, 500 S•� 1 CONSTRUCT 22" A.C. PAVEMENT OVER COMPACTED NATIVE SOIL. 3,2947 S.F. 12 CONSTRUCT CROSS GUTTER PER CITY STD. DETAIL 105. 300 S.A �3 AOTIIST S�E:K/EI? 14,9NN01_E TO GRADE •3 ER l¢ CONSTRUCT 42" RCP D-1600. 3ICE L.F. /S CONSTRUCT 24" RCP. 32 L./_ �6 CONSTRUCT CATCH BASIN PER STD. 121. 2 Exe/71 L7 CONSTRUCT JUNCTION STRUCTURE PER STD. DETAIL 122. F�RL✓E'LG sr. /$ A D TVST W/5qrC R. VALVES 7-4 k4me PIAN I COA1.57-90CT `l � 1�C�C . l>t��l�NDE21rJ6 SIDL WAL1e. 13 2 3`t S• TC Section 29/32, T. 1N. , R. 5W. 09 .. = 6 09 ' - - - •- 1 Z_ S 0Z ZOD OS � LEGEND V e 7 5 4 3 2 � � '• PL,4 •v 25 Top of curb LL 25' . W Flow line UJ C, •'' ; �j• 28 �U x 9' /O // /2 /3 /4 /S Flo r Curb face W ¢.5' W g' /o' /o' 8' W 27 9 rP,4D ��--- � 7 I 0.20' � _ a_lxm� _ Los -A ✓E. ,0A 2 q) o•o7 I �_P� _ LE✓EL Ll'vE� °O� '�4J, P�-C g0.6 _ _ Pad elevation SEE SHrzE r 2 OF 5UJ Tam 0.9' 6 ' til 2lp /TDE 2:1 Slope �✓ ' - �� r _ = i- � 1 Concrete block wall � I� 4 W � �___ Existing contour elevation �/L.,/,G Q i s 7,e tea. - -_ Straight Grade 0 21" 2¢ 23 22 2/ 20 /9 /6 /7 i I ( I I I I I I I ( I � I INZ-�)ZAe'M4R -__on- STORM VulATE'R FI.O t</ 0 .Basis of Bearings P20_r,ffC T LOCA TIO,./ Al ,ll K kk w Q Q' �rcivi�y ��Q� CAP 9e,4LE) QUANTITIES RAW CUT 2,300 C.y. SUBS/.DE,UCE (5.3 AC)LI2) 1 700C.y. SH21 �J 14AC E .50 C. Y. AVAiLA/3LE CUT 5'i/. 5 0.Y ,eEq.'o RAZW 4-'14 C. 3,965 C. Y ,S U/3 S / -D E AJ C E /, 7/o e. Y /LEQU12E.D FILL 6j-(o76_C•Y ,5"0277A<;E 5,1(03 C,Y COAUCRET,E 840C/:� WALL GENERA L E� 1. All work shall be'done.in accordance with these plans and the City of Fontana Public Works Department Standard Specifications.dated 1975• ' 2. Construction permits shall be obtained from the Fontana Public Works Department prior to the start of any work within the City Limits, 3. The soils report prepared by Geotechnical Engineering Consultants, Inc., W.O. 6195 -F1 -R6 dated June 17, 1986 and any.addendums, shall be considered a part of these plans. 4. Adequate stakes shall be set by .the Engineer to..enabl- the contractor to construct the work to the plan grades. CONSTRUCTION. ITEM AND QUANTITY' ESTIMATE S R/ti/ ITEM QUANTITY 1 .CONSTRUCT 2" A.C. PAVEMENT OVER COMPACTED, NATIVE SOIL. 24,789 S.IC 2 REMOVE A.C. DIKE . IAI01,06AI r e- 3 CONSTRUCT 8" CURB WITH 18" GUTTER PER CITY STD. DETAIL 101. lo! 5 L.A O CONSTRUCT 6" CURB WITH 18" GUTTER PER CITY STD. DETAIL 101. �.e,P PL A1,125 5 CONSTRUCT 3" A.C. PAVEMENT OVER COMPACTED NATIVE SOIL. 30500 S.f. 6 CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY -STD. DETAIL 105-A. 9,081/0 S F 7 CONSTRUCT RAMPED CURB RETURN PER CITY STD. DETAIL 104-A. 5 EACAl ® REMOVE 2" x 4" REDWOOD HEADER. 1V4r1,06AI r,4G 9 REMOVE EXISTING TELEPHONE POLE. 6Y oT.yE,PS 10 INSTALL A.C. OVERLAY VARIABLE THICKNESS 1" MIN. 3, 500 S•� 1 CONSTRUCT 22" A.C. PAVEMENT OVER COMPACTED NATIVE SOIL. 3,2947 S.F. 12 CONSTRUCT CROSS GUTTER PER CITY STD. DETAIL 105. 300 S.A �3 AOTIIST S�E:K/EI? 14,9NN01_E TO GRADE •3 ER l¢ CONSTRUCT 42" RCP D-1600. 3ICE L.F. /S CONSTRUCT 24" RCP. 32 L./_ �6 CONSTRUCT CATCH BASIN PER STD. 121. 2 Exe/71 L7 CONSTRUCT JUNCTION STRUCTURE PER STD. DETAIL 122. ;o��____�/EL /$ A D TVST W/5qrC R. VALVES 7-4 k4me PIAN 19 COA1.57-90CT `l � 1�C�C . l>t��l�NDE21rJ6 SIDL WAL1e. 13 2 3`t S• 5. All pipelines or substructures of any kind and all to U one or power poles, water meters, valves, hydrants, irrigation structures, etc., shown or not shown on this plan and located within areas to be improved and interfering with construction, shall be relocated by others; it shall be the contractor's responsibility to notify all agencies concerned before construction begins. 6. -All work shall be in accordance with the Grading Cod.e'of San Bernardino "County and any special requirements of the permit, 7. Prior to any grading, all trash, debris and vegetation shall be removed and legally disposed of off the site. A search shouted be made for additional irrigation lines or possible septic -tanks, cesspools, etc. If present, all septic tanks,, cesspools or similar structures shall be 'removed a minimum of five feet below finish grade, the lower portions cleaned= out and filled with clean sand jetted into place or filled with lean concrete. Remaina.n, cavities resulting from such removals shall be filled with su�table.materia.ls and compacted as outlined herein. 8. Cut slopes shall be no steeper than 2 horizontal to 1 verical. 9. Fill slopes shall be no steeper than 2 horizontal to 1 vertical and shall have not less than 90% compact -1 -on out to the finished surface. 10. Fill shall be compacted throughtout to 90% density as..determined by test method ASTM D-1557-70, 5 layer method and shall be certified -by, the Soils Engineer. 11. Areas to receive fill shall be properly prepared and approved by the build ¢.ng; official and Soils Engineer prior to placing of fill. 1.2. Fills shall. be benched into competent materials 'as per detail in Soils report. 13. All .existing fills shall be approved by the building official or removed before any additional fill are added. 14... A11 trench backfill shall be tested and certified by the site sods engineer per the grading code. 15. ThIe finb.l compaction report' and certification from the soils engineer shall contain the type of field testing performed. Each test shall be identified with the metrlod of obtaining the in-place density, whether sand cone or drive ring and shall be so noted for each test. Sufficient maximum density determinations -shall be preformed to verify the accuracy of the maximum density curves used by the field technician. 16. The soils engineer and engineering geologists shall be respopsible for the quality of the work performed by the grading contractor, and shall The bearing of North 00° 02' 23" West along the centerline of %� Y�/� ,Q � � Q ��,L.�/ � � ,� Q � ,5,� C % �Q /�s .exercise sufficient supervisory control during grading to :insure eom-- _.Sierra Avenue according to Tract No. 12705, M.B. 184/35-37 was plience`with the plans, specifications and code within their purview. g used as 2 basis. for thi. �,t/OT TO .SC.�1L �) . .s mapW,Q//„/ ,�,17. Dust shall be controlled' by watering. �v,P/w E ,p/�,/ ! /2p� 18 . Sanitary facilities shall be maintained on 'the site. P.R1 /AfTE YENGINEE.RIS NOTES TO CONTRACTOR 1. The existence and ioc•a.tior of any underground utility pipes, conduits or structure$ shown on these plans are obtained by a search of the available records. To the best o our knowledge there are no existing utilities except as shown on these plans. The contractor is required to take due precautionary measures to protect the utili.y lines shown on these drawings.'. The contractor further assumes all liability and responsibility for the utility pipes,. conduits, or structures shown or not shown on hese drawings. 2. Contractor agrees that he shall assume sole and complet'e•responsibility for job site conditions during the course of construction'of this project, including safety of all persons and 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 engineer harmless from any and all liability, real or alleged, in connection with the performance of work on this project, Excepting for liability arising from the sole negligence of the owner or the Engineer. 32' � 32' ' /2' 20' 240' C.F /2' 121 15 0.00� 0.30 LE1/EL 0.06' _LT C. .I 8 ¢ T,P ,BD�PyCr 50. 7R. ' r��.o,Pv cos cE,o.PPs� AVE. 7'0 �.4.Ps✓ELL S T. A1Z' 5r 4 C .4 C 19. Areas to receive fill should be scarified to depth of at least 12 inches, A'17'4/RE /QIP, 001,617E 30' watered as necessary and compacted to a minimum 90 percent relative ST. <7, compaction. 4/' 4/' /9' 20. All site preparation should be performed under the control of the soils engineer. An engineering geologists should inspect all slopes to confirm that conditions 'are as anticipated in soil report. 4, IdlPA � 21. Engineer- must set grade stakes for all drainage devices and provide 7 certification before pouring. 22. All cut and fill slopes in excess of 3' vertical height must be planted with an approved ground cover and round cover rowin rior to oc�cupanco. G a.72 � 'Cry g growing p y 7OP FvT. eu,Qe� r°�El1EL o . LI�U� _ _ •�s�;�EQ4 _ o f buildings,. p 23. No rocks greater than 8 inches in dJameter may be placed in fill. 0.3 Do 19 Si�Ew,q�,�(�t�j 24. Submit a compaction test report and obtain approval prior to foundation 'Xis rPA,�E�►-/E.c rr 1 S PE 2 I -A V.D,5 CAP / /-* f.UTU,PE /"/EoiA•�/ 3 ± 3 inspection. Cv,P.B FEA 77H,&2 PLA / . 25. No lot or fill slopes shall exceed 410" in height unless,)permanent 6/,E-1eA? 4 r4landscaping is provided which includes a sprinkler system. 26. AAs -built plans shall be provided to the city by the contractor, 27. Manhole frames and covers shall be constructed 6" below 1'i1llshed pavement grade by the Fewer contractor and shall be raised to grade at the completion �/� �� of paving by paving contractor. C.E i2'L 28. Water valve covers shall be raised to grade by the paving contractor. M OTE : 4,1 / AI/ A✓J !/NM gA 7',E OF Gf?A D E R,E O U/RE M e N Ts f>� LE OA/ SP iK1Z_7-1 '7TG/XF� Sn= . _ _ / % X41A/ coAv cccr �C. I/�L � �'409 ciA .A PoO /7- f/ RAO Cv7" a 2 % = /� P,I T /-i Ir Q f DESIGN BY: REVISIONS ISS, : -9 c s s�, :i221 luneclv� 1 of CA��° CITY ,OF FONTANA , CALIFORNIA . 900 ORANGEFAIR LANE PUBLIC WORKS DEPARTMENT • ANAHEIM. CA 92801 • (71 41 870.1233 TAIT & ASSOCIATES, INC. • (2 1 3) 860-6393 Drawn by"* ® _e Scale: P PARED UNDER T E SUPERVISION OF: L M. N. �'W' •-' L N U T �� I L L`� � �; AS SHOWN 7ATDesigned by: TRACT NO, 13346 r Date: E. F GRADING PLAN 03/°s GATE: ., .£?CL% 372 E)6>D G.. 8� /2 &Y? Checked by: 4 6 4��. ,..�.•,��: Dwg, No. CHK0.6Y:14375. ^, Approved: �T N ER R. 14 75 /31 S R/ti/ N P/�✓ 50' BENCHMARK SZ-r6A04' g �.e,P PL A1,125 , 25' San Bernardino County Surveyor � 7 7/ Elevation: 1,527.59 4.6 8' /O' /D' B' 45' Per Field Book 4049 - Page 22 P'4a� ZP,¢D R. -R. Spike , South side P.P. 2.0' up, 0.5 mile 20.56 0.56' 0'16' ' 0-26f r4t� east along Highland Avenue from SierraA ;o��____�/EL L%c/ '�'/ enue 0' South and 6' West of 1 4 corner Avenue 3 3 / r TC Section 29/32, T. 1N. , R. 5W. 09 = 6 09 ' - - - •- 1 Z_ S 0Z ZOD OS � LEGEND Finish grade¢ PL,4 •v 25 Top of curb ,�E.2 25' Flow line Finish surface 7 1 V /8 Curb face ¢.5' g' /o' /o' 8' 4 �' ' 1,,5- Z_ CUL. _ Flow line of culvert rP,4D � o.ao' 0.20' ,0A 2 Top of grate Existing ground elevation s o•o7 I �_P� _ LE✓EL Ll'vE� °O� '�4J, P�-C g0.6 _ _ Pad elevation Tam 0.9' 6 ' LE ✓E L t' 6 /TDE 2:1 Slope �✓ ' - �� r _ = i- Concrete block wall ¢ I� 4 Inlet per Construction Note � �___ Existing contour elevation �/L.,/,G Q 07. s 7,e tea. - -_ Straight Grade Natural Ground 19. Areas to receive fill should be scarified to depth of at least 12 inches, A'17'4/RE /QIP, 001,617E 30' watered as necessary and compacted to a minimum 90 percent relative ST. <7, compaction. 4/' 4/' /9' 20. All site preparation should be performed under the control of the soils engineer. An engineering geologists should inspect all slopes to confirm that conditions 'are as anticipated in soil report. 4, IdlPA � 21. Engineer- must set grade stakes for all drainage devices and provide 7 certification before pouring. 22. All cut and fill slopes in excess of 3' vertical height must be planted with an approved ground cover and round cover rowin rior to oc�cupanco. G a.72 � 'Cry g growing p y 7OP FvT. eu,Qe� r°�El1EL o . LI�U� _ _ •�s�;�EQ4 _ o f buildings,. p 23. No rocks greater than 8 inches in dJameter may be placed in fill. 0.3 Do 19 Si�Ew,q�,�(�t�j 24. Submit a compaction test report and obtain approval prior to foundation 'Xis rPA,�E�►-/E.c rr 1 S PE 2 I -A V.D,5 CAP / /-* f.UTU,PE /"/EoiA•�/ 3 ± 3 inspection. Cv,P.B FEA 77H,&2 PLA / . 25. No lot or fill slopes shall exceed 410" in height unless,)permanent 6/,E-1eA? 4 r4landscaping is provided which includes a sprinkler system. 26. AAs -built plans shall be provided to the city by the contractor, 27. Manhole frames and covers shall be constructed 6" below 1'i1llshed pavement grade by the Fewer contractor and shall be raised to grade at the completion �/� �� of paving by paving contractor. C.E i2'L 28. Water valve covers shall be raised to grade by the paving contractor. M OTE : 4,1 / AI/ A✓J !/NM gA 7',E OF Gf?A D E R,E O U/RE M e N Ts f>� LE OA/ SP iK1Z_7-1 '7TG/XF� Sn= . _ _ / % X41A/ coAv cccr �C. I/�L � �'409 ciA .A PoO /7- f/ RAO Cv7" a 2 % = /� P,I T /-i Ir Q f DESIGN BY: REVISIONS ISS, : -9 c s s�, :i221 luneclv� 1 of CA��° CITY ,OF FONTANA , CALIFORNIA . 900 ORANGEFAIR LANE PUBLIC WORKS DEPARTMENT • ANAHEIM. CA 92801 • (71 41 870.1233 TAIT & ASSOCIATES, INC. • (2 1 3) 860-6393 Drawn by"* ® _e Scale: P PARED UNDER T E SUPERVISION OF: L M. N. �'W' •-' L N U T �� I L L`� � �; AS SHOWN 7ATDesigned by: TRACT NO, 13346 r Date: E. F GRADING PLAN 03/°s GATE: ., .£?CL% 372 E)6>D G.. 8� /2 &Y? Checked by: 4 6 4��. ,..�.•,��: Dwg, No. CHK0.6Y:14375. ^, Approved: �T N ER R. 14 75 /31