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CAN NOT DE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN
BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY
ENGINEER FOR RESOLUTION.
THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
13. CURVE DATA REFERS TO THE FACE OF CURB
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. S'LY
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO R/W
ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE 104'
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND 2' Via'
CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
12' 40' 40°
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES
OR BENCH MARKS WITHOUT PRIOR N011FICATION TO THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY
MONUMENTS, MONUMENT TiES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED
CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE
DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE 27,
CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO ---- -� �--
THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE EXISTING '
MONUMENT. CURB
EXfSTfNc AG PAVEMENT
AND
16. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT GUTTER
ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE
CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
1. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST
CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES
S. HIGHLAND
NOT TO SCALE
STA. 60+53.08 TO STA. 7+12.72
TI=10.0
11
1 12'
0.®
6'
A
Ld 16'±
�UJ
uiz
F=a-
Ln
IN
9
22°
17'±
wUJ
1= CL
E'LY WLY
/W R/W
B. 1 1 1
0.5'
�z
C�
LCL
17'± uj I.—
w
UJ
0
r—CL
Ln
�c
P 1, i _ `� s :, j". ► s� � � � ► P P. � � y n
,�,:.
�.;:' � , � i�. \ � � i i• : � 'Yi it T
35
21.
THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS
10
CONSTRUCT
"
EX
. '.... :' -
TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF
P 1 : � YI1 � w. ' P � � Is IIP � J•. � � i, '� �, � � 1[ ,.
11
Ali 11+ ii Yi y } :.. Uir , � !
STORM DRAIN JUNCTION STRUCTURE PER A.P.W.A. STD. 31®2 (SEE DETAIL ON SHEET 4).
TOP OF CURB
WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
ITEM
DESCRIPTION
PARCEL
CONSTRUCT
BARRICADE PER CiTY STD. NO. 116.
TOE
1
TS
EA
UNIT
22.
NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY
TOP OF PIPE
EP
16537
INSPECTOR.
1
CONSTRUCT CONCRETE CURB AND GUTTER, 6" CF PER CITY STD. NO. 1003.
671
LF
23.
A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO
2
COSTRUCT 6" ASPHALT CONCRETE DIKE PER CITY STD. NO. 136.
■
LF
OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE --WORKING OF THAT PORTION OF THE
WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED
3
CONSTRUCT 6.5" MIN. AC OVER 12" MIN. OF 95 COMPACTED SUBGRADE. (NOTE: AB THICKNESS PER SOILS ENGINEER)
9,121
SF
24.
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM
4
CONSTRUCT CONCRETE SIDEWALK, 6' WIDE PER CITY STD. NO. 1015.
6,245
SF
P y � � 1 � Yl i ;i !Il is � P P ;� b � i � � s s
UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY
� ! ■ '• � P `� ar � � 1, � M! � �k
CONSTRUCT UNDER SIDEWALK DRAIN PER CI STD. N0. 124.
3
EA
ENGINEER MAY REQUIRE TEMPORARY NON—�ERODEABLE SWALES ENTERING OR LEAVING
a Jim
IMPROVEMENTS.
6
CONSTRUCT COMMERCIAL DRIVEWAY ENTRANCE PER CITY STD. NO. 1000'--5A (W=PER PLAN; R=7.5').
3
EA
25,
THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE
�` P a � � � ► � � � �' ,' � � � � � � � � i i .:. � �.
CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD NO. 300— (SEE DETAIL ON SHEET 4).
� ,. y ! � � '.,. � 111 % � � � � �... i �, �.
EA
APPROVED AT THE TiME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF
FONTANA STANDARD DETAILS.
6
GRIND 0.1' MIN, OVERLAY I MIN.
8,655
SF
#1
raw
f M. i iY ai ' it
� � ! ` � l � i �, �. •} �.. � � . � �." Yl
y
i � � P r ; �. � �. 7 � � L � �
�
7 s
.. T � ` 1 ; ,. � i ' ♦ � �... i � :, Iii y
i � ... y
( �y' � Y'' i P .. � i ! � 7� '� � !
P
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.,
r 7 8 .. � ` � � � ` ' i1 � t
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ice.'
,y.y.�yy
7f
MIN a IN =11
aM i
THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
13. CURVE DATA REFERS TO THE FACE OF CURB
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. S'LY
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO R/W
ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE 104'
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND 2' Via'
CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
12' 40' 40°
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES
OR BENCH MARKS WITHOUT PRIOR N011FICATION TO THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY
MONUMENTS, MONUMENT TiES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED
CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE
DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE 27,
CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO ---- -� �--
THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE EXISTING '
MONUMENT. CURB
EXfSTfNc AG PAVEMENT
AND
16. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT GUTTER
ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE
CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
1. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST
CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES
S. HIGHLAND
NOT TO SCALE
STA. 60+53.08 TO STA. 7+12.72
TI=10.0
11
1 12'
0.®
6'
A
Ld 16'±
�UJ
uiz
F=a-
Ln
IN
9
22°
17'±
wUJ
1= CL
E'LY WLY
/W R/W
B. 1 1 1
0.5'
�z
C�
LCL
17'± uj I.—
w
UJ
0
r—CL
Ln
�c
@)
EXCEED 25 MILES PER HOUR.
CONSTRUCTION NOTES & QUANTITIES:
BOTTOM OF PIPE
35
21.
THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS
10
CONSTRUCT
LOCAL DEPRESSION PER A.P.W.A. STD. 313--1 CASE A (SEE DETAIL ON SHEET 4).
EX
2
TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF
EA
11
QUAN11TY
STORM DRAIN JUNCTION STRUCTURE PER A.P.W.A. STD. 31®2 (SEE DETAIL ON SHEET 4).
TOP OF CURB
WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
ITEM
DESCRIPTION
PARCEL
CONSTRUCT
BARRICADE PER CiTY STD. NO. 116.
TOE
1
TS
EA
UNIT
22.
NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY
TOP OF PIPE
EP
16537
INSPECTOR.
1
CONSTRUCT CONCRETE CURB AND GUTTER, 6" CF PER CITY STD. NO. 1003.
671
LF
23.
A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO
2
COSTRUCT 6" ASPHALT CONCRETE DIKE PER CITY STD. NO. 136.
94
LF
OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE --WORKING OF THAT PORTION OF THE
WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED
3
CONSTRUCT 6.5" MIN. AC OVER 12" MIN. OF 95 COMPACTED SUBGRADE. (NOTE: AB THICKNESS PER SOILS ENGINEER)
9,121
SF
24.
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM
4
CONSTRUCT CONCRETE SIDEWALK, 6' WIDE PER CITY STD. NO. 1015.
6,245
SF
UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY
5
CONSTRUCT UNDER SIDEWALK DRAIN PER CI STD. N0. 124.
3
EA
ENGINEER MAY REQUIRE TEMPORARY NON—�ERODEABLE SWALES ENTERING OR LEAVING
IMPROVEMENTS.
6
CONSTRUCT COMMERCIAL DRIVEWAY ENTRANCE PER CITY STD. NO. 1000'--5A (W=PER PLAN; R=7.5').
3
EA
25,
THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE
7
CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD NO. 300— (SEE DETAIL ON SHEET 4).
2
EA
APPROVED AT THE TiME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF
FONTANA STANDARD DETAILS.
6
GRIND 0.1' MIN, OVERLAY I MIN.
8,655
SF
@)
INSTALL 24"
RCP STORM DRAIN. (D=1350)
BOTTOM OF PIPE
35
CURB FACE
LF
10
CONSTRUCT
LOCAL DEPRESSION PER A.P.W.A. STD. 313--1 CASE A (SEE DETAIL ON SHEET 4).
EX
2
CB
EA
11
CONSTRUCT
STORM DRAIN JUNCTION STRUCTURE PER A.P.W.A. STD. 31®2 (SEE DETAIL ON SHEET 4).
TOP OF CURB
2
TOP OF FOOTING
EA
12
CONSTRUCT
BARRICADE PER CiTY STD. NO. 116.
TOE
1
TS
EA
uj I Lq ¢ 1 S.H,GHLAND AVE.
jilliq '' Ill
Y''
BW
BACK OF WALK
BP
BOTTOM OF PIPE
CF
CURB FACE
co
CLEAN OUT
DWG
DRAWING
EX
EXISTING
CB
CATCH BASIN
TB
TOP OF BERM
TC
TOP OF CURB
TF
TOP OF FOOTING
Tw
TOP OF WALL
TG
TOP OF GRATE
TOE
TOE OF SLOPE
TS
TOP OF SLOPE
TYP
TYPICAL
TP
TOP OF PIPE
EP
EDGE OF PAVEMENT
REV, REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN T't� YEA O THE ATE OF APPROVAL_ ��°� ��
SHOWN HEREON ANIS CARRIED FORTH INA DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO � Exp. "3331-06
BRING THEM INTO CONFORMANCE WITH CONDITIONS ANIS �� GiVtL Fa�7\'
OF C A�
STANDARDS IN EFFECT.
FF
FINISHED FLOOR
FG
FINISHED GRADE
FH
FIRE HYDRANT
FL
FLOW LINE
FS
FINISHED SURFACE
GB
GRADE BREAK
HP
HIGH POINT
INV
INVERT OF PIPE
LA
LANDSCAPE AREA
N.T.S.
NOT TO SCALE
T_
PROPERTY LINE
R/W
RIGHT OF WAY
RD
ROOF DRAIN
SD
STORM DRAIN
SMH
SEWER MANHOLE
STD
STANDARD
SW
SEWER