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STRUCTURE :PEk DETAI L "A" 0N HEE,T5OF 6.
FLOWLINE EXIST. S:Dr- 4•'6.6_)
'CENTER GRADE =47.10
"V' -4 85'
PROFILE SCALES
HORIZ: 1" = 40'
VERT: 1"= 4'
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DULLES DRIVE
PRIVATE ENGINEERING NOTE:
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE
REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR SITE CON—
DITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING
SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE
MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS,
AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND
HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ACCURACY
AND ACCEPTABILITY OF THE DESIGN HEREON, IN THE EVENT OF DISCREPANCIES
ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION
AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY.
i
RESITO N. TABIOLO
Underground Service Alert
Call: TOLL FREE
1-800
227-2600
TWO WORKING DAYS BEFORE YOU DIG
/Z -OS/DZ
D ATE
I
I� -JL- J� JI 30.63 F.L.
1 �
CURVE DATA 0
NO
RADIUS
DELTA
TANGENT
LENGTH
10
25.00'
90`00'00"
25.00'
39.27'
CONSTRUCTION NOTES 0
!I II 1 PLACE 5" A.C. PAVING OVER 4" CLASS II AGGREGATE BASE
p II ! 0 (TENTATIVE SECTION).
t
CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF
# — ` FONTANA STD. DETAIL 101.
I �
PLACE 1" THICK (MINIMUM) A.C. OVERLAY. FEATHER OUT
FOR SMOOTH TRANSITION.
II II I II II d- CONSTRUCT 4 WIDE BY 4 THICK CONCRETE SIDEWALK.
e,ll II II ?; PLACE EXPANSION JOINTS AND WEAKEN PLANE JOINTS
�� II '-` 11140 II '; PER CITY OF FONTANA STD. DETAIL 105A.
{} d .' ,j— II -i O CONSTRUCT 10' WIDE CONCRETE GUTTER AND SPANDREL
'`II { II II II lj� PER CITY OF FONTANA STD. DETAIL 105.
CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA
STD. DETAIL 104A.
EXISTING STORM DRAIN INLET TO BE REMOVED. CONSTRUCT
I III h� CONCRETE BULKHEAD AT END OF PIPE.
I
f i i i I ii I II O EXISTING DRAINAGE JUNCTION BOX TO BE ADJUSTED TO GRADE.
CONSTRUCT BARRICADE PER CITY OF FONTANA STD. DETAIL 118.
' K
t :r•
I.P. 000056
MS 3792
SEAL COUNTY APPROVED BY RIVERSIDE COUINTY-
Q ES/OA/41 DATE /--do
2 v
NOTE:
AN
. OTHM
0 20 40 80 120 160 .WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL A KHALED A
�
GRADING PERMIT OR ENCROACHMENT PERMIT HAS BEEN ISSUED. A RCE No. 33950 R TR SPORT TI DEPARTMENT
SCALE: 1 INCH = 40 FEET SEPARATE PERMIT WILL BE REQUIRED FOR WORK DONE IN THE COUNTY � Exp. 6-30-02 KHALED A. OT
OF RIVERSIDE (CALL (909) 955-6790). r�9T CIV0- O���Q 33950
NO E C R EXP DATE 6/30/02
F
KCT CONSULTANTS, INC.
Civil Engineers - Surveyors - Planners
P.O. Box 5705 Riverside, CA 92517-5705
4344 Latham St., Suite 200, Riverside, CA 92501
Phone: 909/341-8940 Fax: 909/341-8945
e-mail: kctinc@kctconsultants.com
W.O.: .1020-04
OF CA
Q�OFESSIO/V4� Prepared Under The Supervision Of CITY OF FONTANA CALIFORNIA
DESIGN REVIEW # 98-15, PHASE I
,i; TERESITO N. TABIOLO DRAWN BY:
STREET IMPROVEMENT PLANS SCALE:
Z� RECORD DRAWING RCE No. 38826 1"=40'
ADDED DOUBLE GRATE INLET
Exp.
3-31-01 � DESIGNED BY: PHILADELPHIA AVENUE DATE:
STA. 0.00 TO STA. 136+05.03 MAY, 1999
r�91 C I V 1� ��\P Date - Ze -� CHECKED BY: APP D BY: DWG. No.:
STRUCTURE JUNCTION STRUCTURE i1-3- F OF CA��F� 3
REV. REVISION DESCRIPTION DATE ENGR. DTE TERESITO N. TABIOLO R.C.E. 38826 EXP.3-31-01 T.AM ING CITY ENGI ER R.C.E. 51152 6