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Home My WebLink About1449D-1TO LA. ' w d FWY. TO -COLTON S LOVER I AVE. It l W BENCH MAR K NO. S . B .CO. Brass Disk 13-1 4.5 miles west along S. P. R. R. from Sierra Avenue Overcrossin E 0.5 miles east of Etiwanda Overcrossing, Headwall for Bay of 5 large CMP over Etiwanda Wash. c- Elevation 993.449 ft. Equation: Add 0.26 ft. to plan elevation to obtain benchmark datum. I • DATE ----- 8 �( R E V I S ! O N ------------ - --- -- - --- -- --------------------------------- l568 KEvr�E-o s-cFZIF'1Kiv cf_TVVEE +A. 5-1f-11 �c vu, ve_W Y A r `gra. rcYt�2q. r�ovE_c A f7A� Q d ----- Q i2�a� Z Q &-27A.�i��++4 30 rc `��A-clly+Oq �r� T - '�f "-- iT w ANA -- -------- - �s�cQ�i�WC r�_--- AVE. > ( }- W Ui rnDAHLIA V < ST. Z W It l • BENCH MAR K NO. S . B .CO. Brass Disk 13-1 4.5 miles west along S. P. R. R. from Sierra Avenue Overcrossin E 0.5 miles east of Etiwanda Overcrossing, Headwall for Bay of 5 large CMP over Etiwanda Wash. c- Elevation 993.449 ft. Equation: Add 0.26 ft. to plan elevation to obtain benchmark datum. I • DATE ----- 8 �( R E V I S ! O N ------------ - --- -- - --- -- --------------------------------- l568 KEvr�E-o s-cFZIF'1Kiv cf_TVVEE +A. 5-1f-11 �c vu, ve_W Y A r `gra. rcYt�2q. r�ovE_c A f7A� Q d ----- Q i2�a� r �.e. Q &-27A.�i��++4 30 rc `��A-clly+Oq �r� T - '�f "-- iT SANTA ANA -- -------- - �s�cQ�i�WC r�_--- AVE. > ( }- rnDAHLIA ST. Z W p Cr d N .. M� O X . 0 JURUPA _J _ QBASIN U Q U JURUPA AVE. I_ W L MAL'AY I � AVE. NORTH NO SCALE VICINITY MAP �.i Q " a _ - Z SEC TION -3 SECTION-4rSECTION - �SEC�ION - 6-TSECTION - 7 SECTION-� 3 ( I V R � I ( - AV-- uc��..rclr 1 Iv,N Title Sheet Typical Cross Section Slover Avenue Striping and Channelization fE. 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. Excavation and Construction Permits shall be obtained from Fontana Public Works Department prior to start of any work within the city limits. 3. The Contractor shall obtain a permit from the an Bernardino County Road Depart - Ir ment for work within the County right-of-way. CD 4. The Contractor shall obtain a permit from the San Bernardino County Flood Control District for work within their easements. 5. Stationing refers to the centerlines of street except where otherwise noted. •U06 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 work shall be completed prior- to paving of streets. 8. Locations of Public Utilities shown have been determined from available information. However, it shall be the responsibility of the Contractor to determine the true loca- FONTANA GATEWAY SPECIFIC PLAN AREA and elevation in the field of any existing utilities and to exercise proper- pre- cautions to avoid injury or damage thereto. Contractor shall contact underground service alert for utility location before excavation at 1-800-422-4133. 9. All manhole and cleanout frames and covers shall be constructed 6 inches below CITY 0 F F 0 N T..A. N A finished grade by sewer contractor and shall be raised to grade by paving contractor after completion of paving. 10. All valve cans and covers shall be constructed 6 inches below finished grade by water - contractor and shall be raised to grade by paving contractor after- completion of paving. COUNTY OF SAN BERNARDINO 11. Refer to City of Fontana, underground utility location Standard Detail 129. 12. The Contractor(s) shall coordinate construction with all utilities and other improve- ments including, but not limited to, gas, telephone, electrical, lighting, television CONSTRUCTION NO I ES AND QUANTIFY ES-1IMA- ES RE�.�I j� C7 cable, landscaping, landscaping irrigation, domestic water, reclaimed w -t, -r, sewer, NUMBER ITEM QUANT I FY UNI 1 QUAN_t IT`( UNIT storm drainage, flood control systems, etc. 10 Construct 3" AC over 12" compactedr sl= T^= _� 5F 13. As -built drawings shall be provided by the Contractor to the City of Fontana, native soil. IONS 14. Type, location and width of driveway approach aprons will be determined at the ti [Tie OConstruct 5-1/2" AC 12" compacted q,Z2-Q _ SF 66021-7 5F of construction and shall conform with the City of Fontana Standard Details. native soil. _6,CU�I IONS TOrJS O15. Contractor is instructed to refer to these Plans and the Specifications, and where Construct concrete curb agutter there is or may be a conflict shall immediately report said conflict or possible conflict (8" C.F. per City of Fontana Standard Detail 101) .moo LF 31� LF to the owner's representative. r! 'Constr'uct concrete cur -b and gutter 16. Sterilant required under all A.C. pavement. (1" C.F. transition to 8" C.F. per - City of Fontana Standard Detail 101) . �� LF q0 LF 17. All exposed concrete surfaces shall conform in grade, color and finish to all adjoining curbs and sidewalks. 1 • 5 Construct concrete curb only 18. No concrete shall be placed until the forms and reinforcing steel has been placed, ( 8" C.F. pet- City of Fontana Standard -Detail 101) . -��----------- l_1= - -- LF- inspected and approved. i 6 Construct standard cross gutter, and 19. The walls and faces of all excavations greater than five (5) feet in depth shall be 1 $pandr•el per City of Fontana Sta+car•d effectively guarded by a shoring system, sloping of the ground or other equivalent Detail 104. SF 2F means. Trenches less than five (5) feet in depth shall also be guarded when exam- - __-- SF ,Zoo 4,F ination indicates hazardous ground movement may be expected. 7 Construct AC overly. "TONS TO►Jc� 20. The Contractor(s) shall obtain a permit to perform excavation or- trench work as 8 o Rernove existing curb arid gutter. - - - LF LF described in Note 19 above from California State Division of Industrial Safety. See Standard Specifications for Public Works Construction Section 306-1.1.6. Adjust manhole cover- to grade per- City er y City of Fontana Standard Detail 109. EA EA 21. No trench backfill shall take place without prior approval of the City's inspector. 10 Saw cut existing AC pavement. 4J LF 31$-2. 1 EF 22. Protective measures shall be taken by the Contractor so as not to cause any mud, silt 0 2l 94) 21 I � 6F or debris to be deposited onto public or adjacent property at all times during cons-truction. Any mud or debris on public property shall be removed immediately. Dust 12 Construct comrne►•cial driveway approach shall be controlled by watering or other approved method throughout the grading and to meet field conditions per City of construction operations. Fontana Standard Detail 102A. 210 S1`'2 23. The Contractor(s) shall coordinate construction with all utilities and other improve - 13 Coristr-uct commercial cfr•iveway approach ments including, but not limited to, gas, telephone, electrical, lighting, television t9 meet field conditions per City of cable, landscaping, landscaping irrigation, domestic water, reclaimed water, sewer, Fontana Standard Detail 102C 5 - SF �'�'�' �F storm drainage, flood control systems, etc. 48 -hours prior to excavation near- their 1r1 o Power pole relocation by other-. W EA 10 EA facilities, notify: . City of Fontana San Bernardino County Flood Control 15 Fire hydrant relocation by others. _ __ EA 8353 Sierra Avenue 825 East Third Street 16 Chain link fence relocation. 3, LF LF" Fontana, California 92335 San Bernardino, California 92408 Telephone ( 714) 350-7610 Telephone ( 714) 383-1665 17 Metal fence relocation. q0 LF - �F So. Calif. Gas Company Pacific Telephone 8 Telegraph Company 1981 W. Lugonia Avenue 3939 Coronado Street 18 Fire system/RP Valves to be relocated. EA �A Redlands, California 92374 Anaheim, California 92807 Telephone ( 714) 884-9411 Telephone ( 714) 999-5514 19 Construct catch basin structure per,Z Southern California Edison Company Underground Service Alert • detail. EA EA 300 N. Pepper Avenue Telephone ( 800) 422-4133 o20 Install 24" reinforced concrete pipe Rialto, California 92376 Group W Cable Telephone 8561 Nuevo Avenue 175U"D per City of Fontana Standards and Specifications. 76 LF �� F (714) 820-5598 - Underground Fontana, California 92335 ( 714) 875-5100 - Transmission Telephone ( 714) 350-234.4 21 Install 30" reinforced concrete pipe (213) 637-1233 - Pipelines, or Fontana Water Company 1750D per City of Fontana Standards ( 800) 422-4133 16803 Spring Street and Specifications. !� LF L1r General Telephone Company Fontana, California 92335 245 N. Mountain View Avenue ( 714) 822-2201 Q 22 Install 22000 HPS Ornamental Street 245 lights ( NOT IN CONTRACT) Pomona, California 91766 Telephone ( 213) 357-2257 or 23 Relocate Existing water, meter- E vault. ^- --' EA EA ( 800) 422-4133 Z4 o Relocate existing gas meter. --- EA I _ �A . 25 Relocate existing parking lot light. -- - EA EA Z6 Relocate existing rolling electric gate. -"----' EA 2- EA 27 Raise to grade existing water ureter 8y I vault. EA EA ?,OF F SS/0 N •- swing gates. s . -.__. - E A 28 am Relocate existing 2 10 swi LOW Z � rn 29 Install 2-20' swing gates. - EA No. 27674 30 Relocate dual gas control valve assembly. EA ( EA 3-31-94 o s TAT clvo- 1�1 .2X74 au 3-ai=9v 21 Q • BENCH MAR K NO. S . B .CO. Brass Disk 13-1 4.5 miles west along S. P. R. R. from Sierra Avenue Overcrossin E 0.5 miles east of Etiwanda Overcrossing, Headwall for Bay of 5 large CMP over Etiwanda Wash. c- Elevation 993.449 ft. Equation: Add 0.26 ft. to plan elevation to obtain benchmark datum. I • DATE ----- 8 �( R E V I S ! O N ------------ - --- -- - --- -- --------------------------------- l568 KEvr�E-o s-cFZIF'1Kiv cf_TVVEE +A. 5-1f-11 �c vu, ve_W Y A r `gra. rcYt�2q. r�ovE_c A f7A� APPIZ , � --- ng CITY OF FO N TA N A krueper engineering &associates _ c i v i l engineering land surveying PUB L C WOR K S ®E PA I~t T M EN T north mountain view, suite 230 sun bernardino, california 92401 DESIGN BY STREET IMPROVEMENT PLANS SCALE r� ,r��# X45 OTO c f'c/� �` C I j,� N 884-2159 eOT DRAWN BY DAT E �1 ff// .-,. FONTA(VA GATEWAY SPECIFIC FLAN ARE F _1 BY .1 DWG. N0. I / - CHECKED ,, APPROVED BY cam .- Gc^,L* -'�- - ID FRED J. B �BBITT R.C.E. 27674 DATE f-� EXP. 3-31-90-}= CITY ENGINEER R C.E IQ932 . - ----- "7, iii{ ! i2�a� r �.e. &-27A.�i��++4 30 rc `��A-clly+Oq �r� T - '�f "-- iT '`{`9r 5 _ �� FJ.� -- -------- - �s�cQ�i�WC r�_--- htD,D APKOX• LXAC 1014 01% 0KWAtAQJfAL