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STS, .T IM1l�. � r,._MENT CONSTRUCTION MOTES. - ,�
PRIVATE ENGINEERS NOTE:
1 CON 11CT 8" `7 AND GUTTER PER CITY OF FONTANA STANDARD DETAIL NO. 1003.
2 CONSTRUCT 5' `BALK PER CITY OF FONTANA STANDARD DETAIL NO. 1001. THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND
UTILITIES OR SUE, `. RUCTURES SHOWN ON THESE PLANS ARE OBTAINED
3
CONSTRUCT HAN _.: F ACCESS RAMP PER CITY OF FONTANA STANDARD DETAIL NO. 1006. vc
"R El,." ;a BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOPALEDGE,
M THERE ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHO NN
, I P
e C�to.,T V TTY OF FOi�lTANA DE SAIL NO. 103. A�� �,GONSTRUCT RESa . IAL DRI SWAY PER C.. -...-r .. _^" � � ON THESE PI. -ANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE
5 CONSTRUCT SPANDREL PER CITY OF FONTANA STANDARD DETAIL NO. 10¢. _ EXACT LOCAT.'i`�-1 OF SAID LINES NOR FOR 11TILITIES OR IRRIGATION LINT=
NS �;§,' T 0.45 (B -AR -4000) ASPHALT CONCRETE OVER COMPACTED NATIVE SOIL 957
WHOSE LOCA NS ARE NOT SHOWN, THF. CONTRACTOR SHALL BE RE PONSIBLE
CO SIC � } ( ��'0 � '
12 MINIMUM). FOR NOTIFYINI1 ALL °UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK
} 1.
ON EXCAVAT,.�. ; TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING
Z SAWCUT EXISTING AS? -HALT CONCRETE PAVEMENT.
MIL'L'ER
:.. .: THIS WORK, ��v1--lE fHER OR NOT. SHOWN t-1ERON, AND FOR ANY DAMAGE
,-x.: ►,OR PROTECTION OF THESE LINES.
CONSTRUCT 8X8 C�:1 ,:CRETE SLAB WITH 6 CURB AROLaND 3 SIDES. � � . �.,ADJUST EXISTING `'A" 4^RVALVE TO GRADE BY OTHEF"S. NOTICE TO CONTRACTORS:
10 ADJUST EXISTING EDISON VAULT COVER TO GRADE BY OTHERS.
� ,: CONSTRUCTION. CONTRACTOR. AGREES THAT .IN ACCORDANCE WITH .GENERALLY
HE
TER TO GRADE BY OTHERS.Mi'm , . ,> fi AVEN''E r:: , ,.. ,:: � ;,a , .
Ark 1
11 ADJUST EXISTING WATER ME,; F
,. .: ,. C P D CON TRUCTION PRACTICES CONSTRUCTION CONTRACTOR WILL BE REQUIRED
'o�
... , .. ...,. AG E TE S ,
12 RELOCATE AND ADJUST EXISTING FIRE HYDRANT TO GRADE BY OTHERS.
TO ASSUME SOLI:: AND COMPLETE RESPONSIBILITY FOR JOB SITE COND111ONS DURING
! F PROJECT, '
THE COURSE OF CONSTRUCTION O .THE PRO EC , INCLUDING SAFETY OF ALL
N -
13 REMOVE AND RELOCATE CHAINLINK FENCE IN-KIND. ND. � T P Y
,. PERSON. AND PROPERTY, THAT .THIS REt�UIREMENT SHALL BE MADE 0 A PL
14 REMOVE AND RELOCATE MAILBOX IN --KIND.
e CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND
CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD
5 a REMOVE' AND RELOCATE STREET SIGN 1,1 ---KIND. VE
Nu.
r DESIGN PROFESSIONAL .HARMLESS FROM ANY AND ALL`LIABILITY, REAL OR ALLEGED,
rM_. TH PERFORti9ANCE OF THE WORK OF TILS 4 ROJECT ;. : F { , iN coNNEGTION VVfTH E ,
TI<, T URB DRAIN PER- AMERICAN PUL3LlC WORitS ASSOCIATION STANDARD DETAIL "N0. „-CONS UC C �:,; �SPECIFIEDRWISE.EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN
150 2., A=30% N 1, CASE 1!I INLET, UNLESS OTNE
ft AV
1? PROTECT IN PLACE AS NOTED.
PROFESSIONAL.
EAr
3
A r
.. u,
IFS
_.
18 RELOCATE EXISTING POWER POLE BY OTHERS. , t r,, MRI"LL SURVEY MONUMENT NOTE.
-
CONSTRUCT CURB RAMP PER AMERICAN PUBLIC.: OR sS ASSOCIATION STANDARD DETAIL NO.
_ SURVEY MONUMENTS THAT EXIST AS SHOWN ON RECORDED MAPS, ;HIGHWAY MAPS
1
111 2, EASE E Ey TYPE 1. >
OR POINTS THAT PROVIDE SURVEY CONTROL WITHIN THE CONSTRUCTION AREA, SHALL
20
J CT CATH BASIN PER CITY OF FONTANA STS NDARD DETAIL NO. 12.1. �- N-1• � • COi STRU BE ,LOCATED AND REFERENCED OUT BY A LICENSED LAND SURVEYOR OR REGISTERED
CONSTRUCT 1 S-- RCP (1504D}. - N. !. �.
CIVIL ENGINEER (AUTHORIZED TO PRACTICE LAND SURVEYING), AND CORNER RECORDS
SHALL BE FILED WITH THE COUNTY SURVEYOR PRIOR TO THE START OF CONSTRUCTION.
2
CONSTRUCT CURB RAMP PER AMERICAN PUBLIC WOR�;S ASSOCIATION STANDARD DETAIL NO.
ONSTR THESE CORNER RECORDS SHALL DESCRIBE THE MONUMENTS FOUND WITH -.TIE DISTANCES
111-2, CASE B, TYPE 1.
TO REFERENCE POINTS FOR RESETTING OF THE SURVEY MONUMENTS. WHEN
CONSTRUCTION IS COMPLETED, MONUMENTS SHALL BE SET AND CORNER RECORDS
AMP SIGNING �-�MP STRIPING CONSTRUCTION MOTES. SHALL BE FILED WITH THE COUNTY SURVEYOR SHOWING THE NEW MONUMENTS.
»
(PING P �'.•.
AAPPLY 4 DASHED YELLOW CENTER LINE STRIPING R CALTRANS STANDARD E.
PLAN A20A DETAIL 2. CONTRACTOR'S RESPONSIBILITY__ FOR
SAFETY
Ala APPLY 4 SOLID YELLOW LINE STRIPING PER CALTRA14S STANDARD PLAN :
A20A. IN SUBMITTING A BID FOR THIS WORK THE CONTRACTOR AGREES THAT HE SHALL
WILL AVE. HOLO CT. BAe AVEhtCALLJEF ST.
ASSUME` SOLE RESPONSIBILITY FOR JOB SITE COND111ONS DURING THE COURSE OF
.APPLY 12
SOLID �!TE CROSSWA K lMIT LINE PER CALTRANS STANDARD
r a
GS
:THAT THIS
PROJECTICCLUDINAFETY OF ALL PERSONS AND PROPERTY
PLAN A24E.
LL I
_ _. -- - T AL WORKING
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE„r�IMITED 0 NORM R
- _ -
_ EQ
-.. esus ans r.. ,: aws .. •mn, �
MTN
Z4\ APPLY 12 SOLID YELLOW CROSSWALK LINE PER CALTRANS STANDARD OURS AND THAT THE CONTRAC.rOR SHALL. DEFEND INDEMNIFI(,AND HOLD THE
PLAN A24E. L.. _
OWNERS AND TNI_ ENGINEER HARMLESS FROM ANY AND ALL: LIABILITY, REAL OR ,
AAPPLY . DOUBLE YELLOW LINE STRIPING PER CALTRANS STANDARD � A�
WA L. �' ,� .
ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
INEGLIGENCE
- PLAN A20A, DETAIL 22. -EXCEPTING FOR LIABILITY ARISING FROM SOLE OF THE OWNER OR
4
ENGINEER.
R CALTRANS STANDARD
6 CONSTRUCT WHITE RIGHT TURN ARROW PE C ..�..
PLAN A24A, TYPE IV R ARROW.
N4AimGv AVE""NUE
ACONSTRUCT WHITE LEFT TURN ARROW PER CALTRANS STANDARD
PLAT' A24A, TYPE IV (L) ARROW.
B 'STOP' STOP C.
PAVEMENT MARKING PER CALTRANS „TE-\NDARD PLAN A24D.
9
....
APPLY AHEAD PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D.
NI'S
zo\-
AR
APPLY SIGNAL PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D..
»
A STANDARD PLAN A24D.
NS S A
AllAPPLY "SCHOOL" PAVEMENT MARKING PER CALTRANS
21,PPLY
35_PAVEMENT MARKING PER CALTRANS STANDARD PLAN A2 C.
CV�lV DRANNa
APPLY"SLOW" PAV^M NTMARKING PER CALTRANS STANDARD PLAN A240.
INDEX
C:'•
4 D PLAN A24D. . APPLY. RING PAVEMENT MARKING PER `CALTRANS STANDAR LA -
5 STANDARD PLAN
- 1. TITLE SHEET
1 I IN CALTRANS S A L CONSTRUCT 8 SOLD WHITE E STRIPING PER �.Aa
A SECTIONS
A20D, DETAIL 38.
2. GENERAL NOTES &TYPICAL E
3. DRIVEWAY SECTIONS
4. MILLER "I . 104-00:00 TO 13+50f
AVE.A VEFROM STA.
T +0 ;
A l +00.00 0 12 0.00
DEMOLITION
NOTES:
MANGO AVE. FROM ST 0
VIL AG
M S - 0 0 TO 19 90f
WALNUTL
5. MANGO -AVE. FRO TA. 12+ 0.0 +-
c
S 0` 31t TO 50+25±
1 REMOVE EXISTING TREE AS NEEDED TO CONSTRUCT STREET IMPROVEMENTS. 6. MANGO AVE. FROM STA. 4 +
❑ W '
7. MANGO AVE. FROM STA. 56+25t TO 63+50f W
2 REMOVE EXISTING ASPHALT CONCRETE PAVEME
N T.
8. WALNUT VILLAGE PKWY. FROM STA. 6+69± TO 0+00.00 Q A=