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GENERAL NOTES (Cont.)
6. Structural section indicated for highway is for estimating only. Actual
section to be determined after grading and appropriate lab tests. A T.I.
of 8.5 shoul d be used in the design of the highway section and a T.I. of
6.0 for the shoulder.
7. Requirements for base material shall be determined by testing and shall be
a minimum of 4" deep out to the back of the new curb.
8. Structural section of Foothill Boulevard to be determined after soil tests.
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NOTE
CUMTRACTOR SHALL NOTIFY ALL UTILITY
AGENCIES PRIOR TO COWSTRUCTION. All
UTILITIES ARE NOT S1400I HEREON.
EX. culla
FOOTHILL
BOULEVARD
N89° 44'30"E
9#00 6#00 7*00 6*00 5�0 Q*M 3400
204
cir
APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE 0!R THE RATE
1,020 L -F
�Nill& W 04%4„
4
SPECIFIED IN SECTION 199 WHICHEVER IS GREATER, FOR THE FULL
3-1887
A
2
PAVEMENT WIDTH PRIOR TO PAVING.
5,1255.F
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GENERAL
NOTES
8 RETURN DATA
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ALL _WORK SHALL BE DONE IN ACCORDANCE
WITH THESE PLANS, THE
A- 90°00'00"
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CITY OF FONTANA AND CALTRANS
STANDARDS AND SPECIFICATIONS.
R, 75p.,.
11, 78
35'
048(6" !�
�M
2.
A PERMIT WILL BE REQUIRED FROM THE CALIFORNIA DEPARTMENT OF
T= 75D'
TRANS.
REINFURED CONCRETE N't
NOTIFY ALL AGENCIES CONCERNED, BEFORE BEGINNING ,
CONSTRUCTION.
TRANSPORTATION PRIOR TO ANY
ENCROACHMENT OR CONSTRUCTION
NOT TO hCRIE.
5. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY OF FONTANA BY
f hEE 1)TRUC1UML NDTEh ON NKEET I OF MAPLE
WITHIN CALTRANS EASEMENTS OR
RIGHTS -•OF -WAY.
3.
IF ASPHALT CONCRETE IS TO BE
PLACED DIRECTLY ON SUBGRADE OF
ROAD OR DRAINAGE FACILITIES,
A SOIL STERILANT REGISTERED BY
THE E.P.A. FOR USE UNDER A.C.
AND P.C.C. SHALL BE UNIFORMLY
-*-1 4' •— 'S b" ----- (�" f•-•-
APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE 0!R THE RATE
1,020 L -F
�Nill& W 04%4„
4
SPECIFIED IN SECTION 199 WHICHEVER IS GREATER, FOR THE FULL
3-1887
A
2
PAVEMENT WIDTH PRIOR TO PAVING.
5,1255.F
M
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DR. NO,
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"40�"
4, ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, AND TELEPHONE OR
�TYp 44a4"
. I�/2"�
POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION
too,
;;(LRD
STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THESE PLANS WITHIN
' "' '
THE LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE
'
'
IMPROVEMENT WORK IS TO BE DONE, SHALL BE REMOVED OR RELO-
048(6" !�
CATED AT DEVELOPER'S EXPENSE, AND AT NO COST TO THE CITY OF
'
FONTANA. IT SHALL- BE THE CONTRACTOR'S RESPONSIBILITY TO
REINFURED CONCRETE N't
NOTIFY ALL AGENCIES CONCERNED, BEFORE BEGINNING ,
CONSTRUCTION.
coNsrRucr 1.1>11EEl cNA1R QA
NOT TO hCRIE.
5. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY OF FONTANA BY
f hEE 1)TRUC1UML NDTEh ON NKEET I OF MAPLE
THE CONTRACTOR.
AVENUE ' T?iEET IiATFaVEMENT ?LAN)
411
CURB RETURN DATA
A- 90 ° 00"00"
R, 7.50'
L, /1.78'
T z 7.50
EXIST. cuR8
RIW
011 13'
7'
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EX I hl . G5/s" `5T91 IdATER o a:
IM 24" CAKING ¢ $IIS
- 4
+00 ^ �EX. Sr. 51614 PROTECT EXIhT. k1ATER
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R- IC'(TYP.�
o f. 301. G2 TC. D f 8Z. 09 E.C.R. Uj
1300.95 F! MAPLE AVE.
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A CUA8 RETURN DATA 323U
A 90°05'30"�
R- 15.00' co ' 621-
L - �'�1A LE AVE.
r= 35.°G' ,
N�.o SEE SHT. 1
A.L. CUR11T, DATA MTO
A` 90"0"/'30'' �,•-�" C. _� ., _..
i?3a nn Q\%
i9 "I kq Let
a o � '' �� L t 47.17' 'C � ,-�- ^ <<✓ PREPARED BY:
r, 30.05' � ' �! t�'° �T�' .;' ' ROBIN B. HAMERS & NC.
d b.
Alltoif�-
CIVIL_. ENGINEERSCONSIRUCTION ASSOC.,,
'� M ,; 234 E. 17TH STREET, SUITE 205
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SAWCUT � REMOVE EXIST CURB
1,020 L -F
llk:
4,
`h�
4
CAL TRANS REIIUIREMEAITy ; FkVhEl� CNS hER15N
3-1887
A
2
CONSTRUCT AC FAVING 7M GENEF)AL NOTE #6 MEMON
5,1255.F
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CO 51RUeT $" L'URB f GUTTFR PES? EAt-TRAMS 5TD.
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TY�E A2-8
4!03701CI' 4" C C.
.P. 51DLWA1k
4,700 5•f
'X. 6•RADE
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COSTA MESA, CA 92627
(714) 54e-1192
ROBIN B. HAMERS R.C.E. 31720 DATE
CITY C)F FC)NTANIA rAl IP-nPKI ��
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R[VNIUM
DATE
APP'D
PUBLIC WORKS DEPARTMENT
CAL TRANS REIIUIREMEAITy ; FkVhEl� CNS hER15N
3-1887
R)S
�riNwn &Y,
M. 5.
IhADII AT MPLL= ANS 751VATE MVE ;
Gh1EGISE� SY:
J,7.J F_• C•
APPROVED BY G
_ CITY ENGINEER R.C.E.1a93
DR. NO,
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CTEV EJ) TYM EAL SECTION
COSTA MESA, CA 92627
(714) 54e-1192
ROBIN B. HAMERS R.C.E. 31720 DATE
CITY C)F FC)NTANIA rAl IP-nPKI ��
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A/8J8 uWErcAc� �nsiirt aH�r rr.n irtHrvIj mow. 1 tH.
CONSTRUCT DRIVEWAY PER CITY STD. ID2-C w• 3�' , ��•7.50- � �n
CONSTRUCT d1leTfON ST7UClURE PER C17Y 51D. 122 i ca
CoN57. REIN�'DRCEA CONC: 80X CULVERT p�-p�'Tq/L 93 L.F
CONST. VARIAOLE TNIC.KNE55 A.C. OVfR14Y A� L. h.
BEQLIIRfI] BY FfEI8 INhPECT4R.
-
TYPICAL SECTION. FOOTHILL BLVD.
N.Ts.
UNCH 05h NQ �i 11 EL.-- 13014.85
P. K . NAIL 1N P, P 5224 0°I E NE LUFiNEIi
MAPLE AVE . Anka FOUTMII.I. BLM.
— . �... �... • •��i yr ��. � � v v z � • � r–
PUBLIC WORKS DEPARTMENT
OEhIGNEp fSY:
MSB.
FOOTHILL �V�EVQR�
�ThEU 1 MP1i0VEMENT
SCALE
�riNwn &Y,
M. 5.
DATE
/0/o2/8c
Gh1EGISE� SY:
J,7.J F_• C•
APPROVED BY G
_ CITY ENGINEER R.C.E.1a93
DR. NO,
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