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CONSTRUCTION NOTES WITH QUANTITY ESTIMATES
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CONSTRUCTION NOTES QUANTITY
&CONSTRUCT
6.5" MIN. AC OVER 12" OF 95% COMPACTED NATIVE SOIL. (SEE GENERAL NOTES 30 & 31) ..........
4,898 TONS
( --CONSTRUCT
8" CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 101 ..........................
201 L.F.
(D -CONSTRUCT
CROSS GUTTER AND SPANDREL PER DETAIL ON SHT. 7 ...................................... _
1,452 S.F.
G> -CONSTRUCT
4" THICK P.C.C. SIDEWALK PER CITY OF FONTANA STD. DETAIL 105A _ ........................... _
2,691 S.F.
CONSTRUCT
STANDARD CURB RETURN PER CITY OF FONTANA STD DETAIL 104A _ ............................ _
2,751 S.F.
�SAWCUT AND REMOVE 1' OF EXISTING PAVEMENT ......................................................
3503 L.F.
(D -ADJUST MANHOLE COVER TO FINAL GRADE PER CITY OF FONTANA STD. DETAIL 109 .......................... _
5 EA.
&RELOCATE SIGN (FOR PROPOSED LOCATION REFER TO SIGNING & STRIPING PLANS) _ ......................... -
2 EA.
@-INSTALL 22,000 LUMEN STREET LIGHT (H.P.S.V.) WITH FIXTURE HEAD- "COBRA" WITH 12' MAST ARM CUT-OFF LENSES.8 EA.
@-CONSTRUCT
LOCAL DEPRESSION PER APWA PLAN 313-0, CASE B .........................................
4 EA.
@-CONSTRUCT
CATCH BASIN PER APWA PLAN 300-1 .................................................... _
4 EA.
@-CONSTRUCT
48" RCP (1800 D).................................................................._
414 L.F.
&CONSTRUCT
CONCRETE COLLAR PER APWA PLAN 380-0. ................................................
3 EA.
@-CONST. JUNCTION
STRUCTURE PER APWA PLAN 331-0 ................................................ _
1 EA.
16 CONSTRUCT
6" AO BERM PER CITY OF FONTANA STD. DETAIL 136 .........................................
2 FA.
@-RELOCATE POLE INCLUDING GUY SUPPORT ............ ..............................................
1 EA.
@-CONSTRUCT
6" AC DIKE PER CITY OF FONTANA STD. DET IL 136 _....................................... _
850 L.F.
@-CONSTRUCT
24" RCP (1800 D)_..............................................................-
35 L.F.
@-CONSTRUCT
COMMERCIAL DRIVEWAY APPROACH PER CITY OF FONTANA STD. DETAIL 102-13 . • • • • . • .. • ..... • • • • • .
1 EA-
22 CONSTRUCT
MANHOLE PER APWA PLAN 320-0...... ..................................................
1 EA.
@-CONSTRUCT
TRANSITION PER APWA PLAN 340-0 (DEL E UPSTREAM MAIN LINE) ............................. _
2 EA.
@-SAW CUT AND REMOVE EXISTING PAVEMENT _........................................................ _ 2630 S.F.
UNDERGROUND SERVICE
ALERT
cairou. FFEE
1-800
422-4133
7W0 WORKING DAYS
BEFORE YOU DIG
NOTICE TO CONTRACTORS
PURSUANT TO ASSEMBLY BILL 3019 No EXCAVATION PERMIT IS
VALID UNLESS THE FOLLOWING IS PERFORMED.-
1.
ERFORMED.1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND
HAS PROVIDED INQUIRY I.D. NUMBER
2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN
INQUIRY I.D. NUMBER FROM UNDERGROUND SERVICE ALERT
(1-800-422-4133) AT LEAST TWO (2) WORKING DAYS PRIOR
TO COMMENCING EXCAVATION.
G:\FIESTA\DWGS\SHEET1 `10-22-97
UNINCORPORATED
SAN BERNARDINO COUNTY
CITY OF FONTANA I
NOTE: SEE LANDSCAPE PLANS FOR DESIGN DETAILS
OF THE PROPOSED RETAINING WALLS.
NOTE: STRUCTURAL CALCS. PROVIDED INDEPENDENTLY
BY OTHERS.
, I
I 1W We- I , L
�1
PROTECT IN PLACE
[2]
RELOCATE BY OTHERS.
[3]
PROTECT AND DELIVER TO OWNER
8353 Sierra Avenue
FOR USE IN ANOTHER LOCATION.
❑4
REMOVE BY CONTRACTOR.
SHEETS INDEX
N0, SHEET TITLE
1 TITLE SHEET
2 PLAN & PROFILE -FROM 3+66.26 TO 12+00.00
3 PLAN &PROFILE -FROM 72+00.00 TO 21+00.00
4 PLAN 8c PROFILE -FROM 21+00.00 TO 29+64.34
5 PLAN &PROFILE -SIERRA AVENUE FROM 98+00 TO 108+50
6 PLAN &PROFILE -SIERRA AVENUE FROM 108+00 TO 117+79.36
7 TYPICAL SECTIONS &DETAILS
8-11 DETAIL SHEETS
12-14 CROSS SECTIONS
15-19 TRAFFIC PLANS
PLANS PREPARED FOR REVISIONS ENGINEER
FIESTA DEVELOPMENT, INC.
7072 GARFIELD AVENUE
HUNTINGTON BEACH, CA. 92648
(714) 842-5527
V
ct
33. City of Fontana, utility notification
list:
City of Fontana
Pacific Bell Co.
Attn: Carlos Navarro
Attn: Virginia Becker
8353 Sierra Avenue
3939 E. Coronado Street
Fontana, CA 92335
Anaheim, CA 92807
(909) 350-6632
(714) 666-5467
So. Calif. Gas Company
Underground Service Alert
Attn: Dennis Freeman
1-800-422-4133
1981 W. Lugonia Avenue
Redlands, CA 92374
Comcast (Cable TV)
(909) 335-7547
Attn: Jack Hayes
Emergencies -000) 427=2200
1205 Dupont Avenue
Ontario, CA 91761
So. Calif. Edison Company
(909) 390-4738
300 N. Pepper Avenue
Rialto, CA 92376
General Telephone Company
820-5598 - Underground
Attn: Steve Hock
909 875-5100 - Transmission
1400 E. Phillips Blvd.
1909
213 637-1233 - Pipelines
Ontario, CA 91766
909 357-6223 - Distribution
(800) 422-4133
8001 422-4133
Fontana Water Company
West San Bernadino County
Attn: Michael J. McGraw
Water District
8440 Nuevo Avenue
855 West Baseline
Fontana, CA 92235
P.O. Box 920
_(909) 822-2201
Rialto, CA 92377-0920
Fax: (909) 823-5046
Chino Basin Municipal Water District
P.O. Box 697
Rancho Cucamonga, CA 91730
C'NI BENCHMARK
. ADDDl1\/AI 11ATC.
BM #813
SiERRA AVE. AT MAIN DRIVE JURUPA
PARK TOP F.H. 1102.18
ELEVATION: 1102.18
GENERAL NOTES,
1. City of Fontana, General Notes for street plans.
2. All work shall be done in accordance with these plans and Standard Specifications for Public Works
Construction. (Green Book)
3. Construction permits shall be obtained from the City of Fontana Engineering Division prior to start or any
work within the cA lits. All inspections shall be requested at least 24 ' hours prior to the start of any work
(909) 350-6632.
4. The contractor shall not operate any mainline water valve.
5. Curve data refers to the face of curb.
6. Stationing refers to the centerlines of streets except where otherwise noted.
7. Contractor to install pavement markings and. striping as required by the City Engineer.
8. All underground work shall be completed prior to paving of streets.
9. Locations of public utilities shown have been determined from available information. However, it shall be the
responsibility of the contractor to determine the true location and elevation in the field of any existing utilities
and to exercise proper precautions to avoid injury or damage thereto. Contractor shall contact underground
service alert for utility location before excavation at 1-800-422-4133.
10. All manhole and cleanout frames and covers shall be constructed 6 inches below finished grade by sewer
contractor and shall be raised to grade by paving contrgQtor after completion of paving.
11. 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.
12. Refer to City of Fontana, underground utility location standard detail 129.
13. The contractor(s) shall coordinate construction with all utilities and other improvements including, but not
limited to, gas, telephone, electrical, lighting, cable television, landscaping, landscaping irrigation, domestic
water, reclaimed water, sewer, storm drainage, flood control systems, etc.
14. As -built drawings shall be provided by the contractor to the Engineer of Record, who shall provide record
drawings to the City Engineer.
15. 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.
16. 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 owners representative.
17. Sterilant required under all A.C. pavement.
18. All exposed concrete surfaces shall conform in grade, color, and finish to all adjoining curbs and sidewalks.
19. No concrete shall be placed until the forms and reinforcing steel has been placed, inspected, and approved.
20. The walls and faces of all excavations greater than five (5) feet in depth shall be effectively uarded 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.
21. The contractor shall obtain a permit to perform excavation or trench work as described in note 20 above from
California State Division of Industrial Safety. See Standard Specifications for Public Works Construction,
Section 306-1.1.6.
22. No trench backfill shall take place without prior approval of the City's Inspector.
23. Protective measures shall be taken by the contractor so as not to cause any mud, silt or debris to be
deposited onto public or adjacent property at all times during construction. Any mud or debris onublic
property shall be removed immediately. Dust shall be controlled by wateringP
or other approved method
throughout the grading operations.
24. Estimate of quantities is provided by the engineer only for the convenience of the developer. The -contractor
shall make his own determination of construction quantities before submitting his bid. Any item of work
required by these plans which is not specifically listed in the estimate of quantities shall be considered as
included in the other items of work.
25. All backfill and subgrade to be certified by the Soils Engineer.
26. All materials and methods to be subject to the approval of the City Engineer.
27. Adequate stakes shall be set by the Engineer to enable the contractor to construct the work to the plan
grades.
28. Care should be taken to prevent grades, ditches, and swbles from undermining street improvements. Upon
inspection of the site, the City Engineer may require temporary gunite swales, entering or leaving
improvements.
29. All utility companies shat[ be given 48 hours notice prior to work around their facilities.
30. Actual, thickness of A.C, pavement and/or base course material for structural street section shall be
recommended by a gdotechnical engineering report and submitted to the City of Fontana for approval upon
completion of rough grading.
31. Pavement structural soctions shown are minimum and subject Ao revision and approval of the City as
required by soils tests taken after completion of rough grading.
32. The contractor shalt not disturb existin' survey monuments or bench marks noted on the plans, or found
during construction without prior notifidation to the Civil Engineer. Removal and replacement shall be done
by a Registered Civil Engineer or Licenied Land Surveyor. Survey monuments which will be destroyed as a
result of this construction shall be repldlced. Contractor shall notify Registered Civil Engineer or Licensed
Land Surveyor 6ne week prior to construbtion so that ties to monuments can be established for later
replacement of said monuments by said Registered Civil Engineer or Licensed Land Surveyor.
��/� E��nc,�
co�� o�� tion
1501 QUAI L STREET
NEWPORT BEACH, CA 92658
(714) 476-3300
SHAHAB NAZARIE R.C.E. 36943 DATE
(EXPIRES 6/30/00)
QROF ESS / pNgl
LILJ C 36943 rn
* Exp. 0/30/00
ciVIL
q�£ O' CA\��O
CITY OF FONTANA, CALIFORNIA
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DRAWN E�Y: HYP JURU A AV
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DESIGNED BY:
HYP
TITLE 8-'HY llff�
CHECKED BY: APPROVED:
CITY ENGINEER