HomeMy WebLinkAbout6305-STREET IMPROVEMENT PLANS HEMLOCK AVENUENEW
R/W
C/L32'34'
68'
PROPOSED
SIDEWALK
PROPOSED
8" CURB AND GUTTER
PROPOSED
AC PAVEMENTEX. AC
PAVEMENT
EX. AC
CURB AND GUTTER
0.5'9.5'
SW
24'
TYPICAL SECTION
HEMLOCK AVENUE
COLLECTOR STREET (STD 402), TI=6.5
SCALE: 1"=10'
R/W
AC COLDMILL
AND OVERLAY
2'
NEW
R/W
C/L50'52'
104'
PROPOSED
SIDEWALK
EX. AC
PAVEMENT EX. AC
CURB AND GUTTER
0.5'6'
SW
40'
TYPICAL SECTION
SLOVER AVENUE
PRIMARY HIGHWAY (STD 402), TI=10.0
SCALE: 1"=10'
R/W
R/W
EX. CURB
AND GUTTER
5.5'
EX. LS
2'
1.18% MIN / 2.82% MAX2.0%
2.0%
R/W
2'
To Whom It May Concern:
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57+00 58+00 59+00 60+00
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7
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SLOVER AVENUE
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STREET IMPROVEMENT PLANS
CITY OF FONTANA
STREET IMPROVEMENT PLANS
HEMLOCK AVENUE
15087 SLOVER AVENUE, FONTANA, CA 92337
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BASIS OF BEARINGS
THE BASIS OF BEARINGS USED ON
THIS SURVEY IS THE CENTERLINE OF
SLOVER AVENUE BEARING NORTH
89°25'55" EAST AS SHOWN ON
RECORD OF SURVEY 10-109 BOOK 146
PAGE 56 RECORDS OF SAID COUNTY.
DATE:
DRAWING NO.:APPROVED BY:CHECKED BY: DATE :
R.C.E. 69050 GIA LAM KIM CITY ENGINEER R.C.E. 62296
DATE:
SCALE:
As Noted
7/19/23
DESIGNED BY:
DRAWN BY:
AI
MW
PREPARED UNDER THE SUPERVISION OF :CITY OF FONTANA, CALIFORNIA
7/19/23
MW 6305 4
AND CARRIED FORTH IN A DILIGENT MANNER, THE
STANDARDS IN EFFECT.
PLANS TO BRING THEM INTO CONFORMANCE WITH
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
IMPROVEMENTS NOT COMMENCE WITHIN TWO
SHOULD CONSTRUCTION OF THE REQUIRED
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
BENCHMARK
BENCHMARK ID: 590 (CITY OF
FONTANA)
DESCRIPTION: BEECH AVE. &
BOYLE AVE. TOP F.H. AT S/W 1/4
KNUCKLE
ELEVATION: 1047.29 FEET (NGVD29)
INCWaber Consultants
PLANNING CIVIL ENGINEERING SURVEYING
19210 S. VERMONT AVE., SUITE 115, GARDENA, CA 90248
P (424) 344-2464 F (562) 372-3282
MAHIR WABER
VICINITY MAP
SCALE 1" = 2000'
PROJECT
LOCATION
SHEET INDEX
1 - TITLE SHEET
2 - HEMLOCK AVENUE
3 - SLOVER AVENUE
4 - SECTIONS
GENERAL NOTES:
1.ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS,
THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE
LATEST EDITION UNLESS OTHERWISE NOTED.
2.WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR
SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
3.ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4.CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY
DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK.
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE
START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
5.THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND
PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST
NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
6.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS
OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
7.THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR
TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL
SAFETY.
8.THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE
GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO
THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA.
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR
GROUND MOVEMENT.
9.NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING
A SEPARATE PERMIT FOR THAT PURPOSE.
10.THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION,
HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD,
THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER
PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND
SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
11.THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING,
BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE
IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND
CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK
AROUND THEIR FACILITIES.
12.THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT
APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH 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.
15.ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING
DURING CONSTRUCTION.
16.THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH
MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
17.REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, 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 CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK
PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER
REPLACEMENT OF THE MONUMENT.
18.THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES.
A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR
RESIDENTS AND EMERGENCY VEHICLES.
19.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 EXCEED
25 MILES PER HOUR.
21.THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE
DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING
CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
22.NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
23.A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE
REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE
SPECIFIED DENSITY IS OBTAINED.
24.CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET
IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY
NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
25.THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE
TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
26.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH
EXISTING CONCRETE.
27.THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE
SEWER LATERAL.
28.NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
INSPECTED AND APPROVED.
29.ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF
STREETS.
30.APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO
PLACEMENT.
31.PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND
APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF
ROUGH GRADING.
32.ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET
SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF
FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
33.ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED
GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
34.UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING,
BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC
ENGINEER.
35.CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS
AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
36.AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD,
WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
PRIVATE ENGINEER'S NOTE
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSUMING THE ACCURACY AND
ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING
CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTANCE
SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY.
CONSTRUCTION NOTES:
CONSTRUCT DRIVEWAY APPROACH PER OF FONTANA CITY STD. DETAIL 1001.
CONSTRUCT CURB RAMP PER CITY OF FONTANA STD. DETAIL 1003.
REMOVE EXISTING AC AND CONSTRUCT MIN 4.5" AC PAVEMENT OVER 12" MIN
COMPACTED NATIVE PER STD DETAIL 400.
CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1000.
SAWCUT, REMOVE & REPLACE EXISTING PAVEMENT (2' MIN) PER CITY OF FONTANA
STD. DETAIL 1008 AND DETAIL 1 ON SHEET 1.
CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD. DETAIL 1006.
PROTECT-IN PLACE EXISTING SPEED LIMIT SIGN.
QUANTITY
1
2
3
4
2 EA
1 EA
5,922 SF
309 LF
5 994 SF
6 2973 SF
164 TON
7 1 EA TS
T
W
G
S
PP
SL
FH
MH
DI
SCO
LP
XX
TSBX
SDRI
WV
SDMH
TMH
SN
ICB
SLBX
SSMH
T
EM
GM
WM
BOL
LEGEND:
BLOCK WALL
SECTION LINE
FENCE
CURB
CURB AND GUTTER
VALLEY GUTTER
MANHOLE
DROP INLET
SEWER CLEAN OUT
LIGHT POLE
FIRE HYDRANT
STREET LIGHT
LIGHT STANDARD
SINGLE LIGHT STANDARD
POWER POLE
TRAFFIC SIGNAL
EXISTING PALM
EXISTING TREE
WATER METER
ELECTRIC VAULT
ELECTRIC METER
GAS METER
HANDICAP PARKING STALL
TELEPHONE
SEWER MANHOLE
STORM DRAIN MANHOLE
TELEPHONE MANHOLE
IRRIGATION CONTROL BOX
STREET LIGHT PULL BOX
SIGN
CSP RISER
WATER VALVE
TRAFFIC SIGNAL CONTROL BOX
EX. STORM DRAIN
EX. SEWER LINE
EX. WATER LINE
EX. GAS
EX. TELEPHONE
BOLLARD
PCC SIDEWALK
PCC PAVEMENT
AC PAVEMENT REPLACEMENT
P/L
R/W
WATER LINE
SEWER LINE
STORM DRAIN LINE
RIDGE LINE
GRADE BREAK LINE
FLOW LINE
W
S
ABBREVIATIONS:
AB -AGGREGATE BASE
AC -ASPHALT CONCRETE
APN -ASSESSOR'S PARCEL NUMBER
BFP -BACKFLOW PREVENTOR
BW -BACK OF WALK
B.O.P -BOTTOM OF PIPE
CB -CATCH BASIN
CF -CURB FACE
CL -CENTERLINE
DI -DRAIN INLET
DWG -DRAWING
E -EAST
EC -ELECTRICAL
EG -EXISTING GROUND
EP -EDGE OF PAVEMENT
EX.-EXISTING
FF -FINISHED FLOOR
FG -FINISHED GRADE
FH -FIRE HYDRANT
FL -FLOW LINE
FS -FINISHED SURFACE
GB -GRADE BREAK
HP -HIGH POINT
INV -INVERT
JS -JUNCTION STRUCTURE
L/S -LANDSCAPE
LF -LINEAR FOOT
LP -LOW POINT OR LIGHT POLE
MAX.-MAXIMUM
MH -MANHOLE
MIN.-MINIMUM
N -NORTH
NG -NATIVE GROUND
PCC -PORTLAND CEMENT CONCRETE
P/L -PROPERTY LINE
PP -POWER POLE
PVC -POLYVINYL CHLORIDE
R -RADIUS
RD -ROOF DRAIN
R/W -RIGHT-OF-WAY
S -SEWER OR SOUTH
SBMWD -SAN BERNARDINO MUNICIPAL
WATER DEPARTMENT
SCO -SEWER CLEANOUT
SD -STORM DRAIN
SDCO -STORM DRAIN CLEANOUT
SDMH -STORM DRAIN MANHOLE
SL -STREET LIGHT
SMH -SEWER MANHOLE
SN -SIGN
SPPWC -STANDARD PLANS FOR PUBLIC
WORKS CONSTRUCTION
STD. -STANDARD
SWK -SIDEWALK
TC -TOP OF CURB
T.O.P -TOP OF PIPE
TE -TRASH ENCLOSURE
TG -TOP OF GRATE
TS -TOP OF SLOPE OR TRAFFIC SIGNAL
TSBX -TRAFFIC SIGNAL CONTROL BOX
TYP. -TYPICAL
W -WATER OR WEST
WM -WATER METER
WV -WATER VALVE
XXX.XX -PROPOSED ELEVATION
(XXX.XX) -EXISTING ELEVATION
- DRAINAGE FLOW DIRECTION
INDEX MAP
SCALE 1" = 100'
5' MIN.
SEE PLAN SHEETS FOR LIMITS
SAWCUT
JOIN
PROP. AC
JOIN
PROP. AC
NEW A.B.EXIST. A.B.
EXIST. AC
PAVEMENT
JOIN
EXIST. AC
2" GRIND AND
AC OVERLAY
GRIND AND OVERLAY
N.T.S.1
FOR
15087 SLOVER AVE
TITLE SHEET
SLOVER AVE & HEMLOCK AVE
UTILITY CONTACTS:
THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES A
MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONTRACTION.
AT&T:(510) 645-2929
CITY OF FONTANA:(909) 350-7610
TIME WARNER CABLE:(909) 975-3398
SOUTHERN CALIFORNIA GAS COMPANY:(909) 335-7583
WEST VALLEY WATER DISTRICT :(909) 875-1322
SOUTHERN CALIFORNIA EDISON COMPANY:(909) 928-8270
INLAND EMPIRE UTILITIES AGENCY:(909) 993-1600
8/1/2023
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0
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PROPOSED STREET LIGHT
PER SEPARATE PLAN
6 6ST
A
:
6
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7
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8
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2
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0
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(1023.79)
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2.
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7
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5
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4
1025 1026 1027
HEMLOCK AVENUE
34
'
24
'
40.04'
2'
D
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2' DEDICATION
3'
2'
2'
(2
6
'
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(1
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(1
8
.
9
9
'
)
(6
.
1
3
'
)
W
W
W
W
W
R5
0
'
STA: 9+59.35 ~ 76.40' LT
(1028.96) TC
(1028.29) FL
JOIN
ECR STA: 9+09.39 ~ 24.00' LT
1028.23 TC
1027.56 FL
4
5
3
7.
8
7
%
7.63%
0.67
%
7.
3
0
%
0.78
%
1.17
%
0.97
%
1027.96 TC
0'' CF
1027.99 TC
0'' CF
1028.81
BW
1028.88
BW
1028.62
GB
1028.65
GB
1028.68
GB
1028.68
BW
1029.18
BW
1028.40
BW
2.
0
0
%
2.00%
1.
4
4
%
6
2
(1
.
6
8
%
)
1.
4
5
%
0.
4
7
%
1.
2
4
%
NEW R/W
C1
1.
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1
%
(1
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1
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%
)
1.
4
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%
EX. R/W
EX. R/W
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4
9
E
BCR STA: 9+59.35 ~ 74.40' LT
1028.95 TC
1028.28 FL
E.P. RETURN DATA
CURVE #
C1
C2
C3
090°24'23"
058°35'12"
062°11'05"
R
50.00'
15.00'
15.00'
L
78.89'
15.34'
16.28'
T
50.356
8.415
9.046
EC
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9.
7
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1024.28 TC
1023.61 FL 1025.33TC
1024.66 FL
1024.62
FS 0" CF
1.
2
0
%
1.
3
2
%
C2 C
3
1
1025.28
FS 0" CF
1.
4
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%
PR
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N
P
L
A
C
E
EX
.
P
O
W
E
R
P
O
L
E
PO
L
E
#
S
C
0
1
5
4
2
4
9
NE
W
R
/
W
EX
.
R
/
W
ST
A
:
6
+
9
1
.
5
9
10
2
4
.
6
7
B
W
ST
A
:
7
+
4
1
.
0
2
10
2
5
.
2
5
B
W
6
2.
0
0
%
4'
S
I
D
E
W
A
L
K
6
2.
0
0
%
EC
R
S
T
A
:
7
+
5
1
.
0
7
~
2
4
.
0
0
'
L
T
10
2
5
.
3
3
T
C
10
2
4
.
6
6
F
L
GB
1.
8
8
%
2.
0
0
%
10
2
5
102
4
1025
4'
MIN 4.87' MIN.
W:
\
2
2
-
0
1
3
S
C
F
U
E
L
S
F
O
N
T
A
N
A
\
D
W
G
\
2
2
0
1
3
-
0
2
S
I
S
P
.
d
w
g
J
u
l
3
1
,
2
0
2
3
-
1
1
:
3
5
a
m
BASIS OF BEARINGS
THE BASIS OF BEARINGS USED ON
THIS SURVEY IS THE CENTERLINE OF
SLOVER AVENUE BEARING NORTH
89°25'55" EAST AS SHOWN ON
RECORD OF SURVEY 10-109 BOOK 146
PAGE 56 RECORDS OF SAID COUNTY.
0
SCALE: 1" = 20'
40'20'20'10'
DATE:
DRAWING NO.:APPROVED BY:CHECKED BY: DATE :
R.C.E. 69050 GIA LAM KIM CITY ENGINEER R.C.E. 62296
DATE:
SCALE:
As Noted
7/19/23
DESIGNED BY:
DRAWN BY:
AI
MW
PREPARED UNDER THE SUPERVISION OF :CITY OF FONTANA, CALIFORNIA
7/19/23
MW 6305 4
BEFORE
YOU DIG
TOLL FREE
DIAL
1-800-227-2600
AND CARRIED FORTH IN A DILIGENT MANNER, THE
STANDARDS IN EFFECT.
PLANS TO BRING THEM INTO CONFORMANCE WITH
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
IMPROVEMENTS NOT COMMENCE WITHIN TWO
SHOULD CONSTRUCTION OF THE REQUIRED
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
BENCHMARK
BENCHMARK ID: 590 (CITY OF
FONTANA)
DESCRIPTION: BEECH AVE. &
BOYLE AVE. TOP F.H. AT S/W 1/4
KNUCKLE
ELEVATION: 1047.29 FEET (NGVD29)
INCWaber Consultants
PLANNING CIVIL ENGINEERING SURVEYING
19210 S. VERMONT AVE., SUITE 115, GARDENA, CA 90248
P (424) 344-2464 F (562) 372-3282
MAHIR WABER
PROFILE SCALES
HORIZONTAL: 1" = 20'
VERTICAL: 1" = 2'
6+00 7+00 8+00 9+00 9+50 10+006+50 7+50 8+50
STREET IMPROVEMENT PLANS
2
DETAIL A
SCALE 1' = 10"
CONSTRUCTION NOTES:
CONSTRUCT DRIVEWAY APPROACH PER OF FONTANA CITY STD. DETAIL 1001.
CONSTRUCT CURB RAMP PER CITY OF FONTANA STD. DETAIL 1003.
REMOVE EXISTING AC AND CONSTRUCT MIN 4.5" AC PAVEMENT OVER 12" MIN
COMPACTED NATIVE PER STD DETAIL 400.
CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1000.
SAWCUT, REMOVE & REPLACE EXISTING PAVEMENT (2' MIN) PER CITY OF FONTANA
STD. DETAIL 1008 AND DETAIL 1 ON SHEET 1.
CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD. DETAIL 1006.
PROTECT-IN PLACE EXISTING SPEED LIMIT SIGN.
1
2
3
4
5
6
7
1025
1020
1030
1025
1030
10
2
3
.
6
1
FL
1.83%
EX. GRADE FOR
FS AT CENTERLINE
EX. GRADE FOR
FS AT CENTERLINE
PROP. FL
EX. FINISH GRADE
7+
5
1
.
0
7
10
2
5
.
3
3
T
C
GB
10
2
4
.
6
6
FL
BC
R
9
+
0
9
.
3
9
10
2
8
.
2
3
T
C
GB
10
2
7
.
5
6
FL
(1
0
2
8
.
9
5
)
T
C
JO
I
N
(1
0
2
8
.
2
9
)
FL
6+
6
7
.
3
8
(1
0
2
4
.
0
6
)
T
C
(1
0
2
3
.
4
6
)
L
I
P
JO
I
N
(1
0
2
3
.
3
9
)
F
L
JO
I
N
PROP. WESTERLY 8" TC
1.50%
Δ/4
19.72
Δ/4 Δ/4 Δ/4
10
2
8
.
5
2
T
C
GB
10
2
7
.
8
5
FL
0"
C
F
10
2
7
.
9
7
FL
10
2
8
.
8
2
T
C
GB
10
2
8
.
1
5
FL
6+
9
3
.
8
7
10
2
4
.
6
2
T
C
6+
8
8
.
2
9
10
2
4
.
3
9
T
C
7+
4
3
.
4
5
10
2
5
.
2
4
T
C
7+
3
7
.
8
0
10
2
5
.
2
8
T
C
1.60%
7+
0
0
.
0
0
(1
0
2
4
.
3
2
)
F
S
7+
5
0
.
0
0
(1
0
2
5
.
2
7
)
F
S
8+
0
0
.
0
0
(1
0
2
6
.
2
5
)
F
S
8+
5
0
.
0
0
(1
0
2
7
.
2
3
)
F
S
9+
0
0
.
0
0
(1
0
2
7
.
8
5
)
F
S
9+
5
0
.
0
0
(1
0
2
8
.
3
8
)
F
S
C/
L
I
N
T
E
R
S
E
C
T
I
O
N
ST
A
:
60
+
0
3
.
3
6
S
L
O
V
E
R
ST
A
:
10
+
0
0
.
0
0
H
E
M
L
O
C
K
(1
0
2
9
.
2
9
)
F
S
6+
5
0
.
0
0
(1
0
2
3
.
5
6
)
F
S
(2.10%)
(0.53%)
(1.52%)
(1.90%)
(1.96%)
(1.96%)
(1.24%)
(1.06%)
(1.82%)
6+
8
1
.
0
7
10
2
4
.
2
8
T
C
GB
10
2
8
.
2
8
FL
EC
R
9
+
5
9
.
3
5
10
2
8
.
9
6
T
C
GB
MATCH LINE - SEE SHEET 3 STA : 59+17.94
DETAIL B
SCALE 1' = 10"
CURB RAMP AT INTERSECTION
PRIVATE APPROACH (HEMLOCK AVE.)
PRIVATE APPROACH (HEMLOCK AVE.)
LOCATION
BETWEEN
STA: 6+67.38 AND
HEMLOCK AVENUE
STA: 9+59.35
8/1/2023
WWWWWWW
WWWW
N89°25'55"E 198.01'
N89°25'55"E 230.01'
57+00 58+00 59+00
N89°25'55"E 153.49'
40
.
0
4
'
2'
D
E
D
I
C
A
T
I
O
N
EX. 16" WATER LINE
SLOVER
AVENUE
2.
0
0
%
6
C4C5
SEE DETAIL C HEREON
1029.74 FS
JOIN
1029.78 FS
JOIN
6
PR
O
P
O
S
E
D
S
T
R
E
E
T
L
I
G
H
T
PE
R
S
E
P
A
R
A
T
E
P
L
A
N
NEW R/WEX. R/W2'
4.
5
'
5.
3
1
'
(4
0
.
1
9
'
)
2.
0
0
%
2.
0
0
%
(1
7
'
)
E.P. RETURN DATA
CURVE #
C4
C5
059°30'44"
059°31'03"
R
15.00'
15.00'
L
15.58'
15.58'
T
8.575
8.576
WWWWWW
N89°25'55"E 198.01'
N89°25'55"E 153.49'
PROPOSED DRIVEWAY
PER CITY OF FONTANA STD.
PLAN NO. 1001, DWG. 3/4. W = 40'.
1029.17
BW
ST
A
:
5
8
+
6
2
.
8
6
10
2
8
.
7
1
T
C
10
2
8
.
6
3
F
L
W
=
4
0
'
1
2.
0
0
%
2.
0
0
%
10
.
0
1
%
6
EC
R
S
T
A
:
5
8
+
9
7
.
9
5
~
4
0
.
0
0
'
L
T
10
2
8
.
9
7
T
C
10
2
8
.
4
2
F
L
JO
I
N
EC
R
S
T
A
:
5
8
+
2
7
.
8
7
~
4
0
.
0
0
'
L
T
10
2
9
.
3
2
T
C
10
2
8
.
8
0
F
L
JO
I
N
C4
C5
5
1029.56
FS 0" CF
1029.31
FS 0"CF
4'
7.
3
9
'
2'
6
NEW R/W
EX. R/W
2.
0
0
%
ST
A
:
5
8
+
4
2
.
4
3
10
2
9
.
6
3
B
W
0"
C
F
ST
A
:
5
8
+
8
3
.
3
1
10
2
9
.
4
0
B
W
0"
C
F
W:
\
2
2
-
0
1
3
S
C
F
U
E
L
S
F
O
N
T
A
N
A
\
D
W
G
\
2
2
0
1
3
S
I
T
B
.
d
w
g
J
u
l
1
9
,
2
0
2
3
-
2
:
3
9
p
m
BASIS OF BEARINGS
THE BASIS OF BEARINGS USED ON
THIS SURVEY IS THE CENTERLINE OF
SLOVER AVENUE BEARING NORTH
89°25'55" EAST AS SHOWN ON
RECORD OF SURVEY 10-109 BOOK 146
PAGE 56 RECORDS OF SAID COUNTY.
0
SCALE: 1" = 20'
40'20'20'10'
DATE:
DRAWING NO.:APPROVED BY:CHECKED BY: DATE :
R.C.E. 69050 GIA LAM KIM CITY ENGINEER R.C.E. 62296
DATE:
SCALE:
As Noted
7/19/23
DESIGNED BY:
DRAWN BY:
AI
MW
PREPARED UNDER THE SUPERVISION OF :CITY OF FONTANA, CALIFORNIA
7/19/23
MW 6305 4
BEFORE
YOU DIG
TOLL FREE
DIAL
1-800-227-2600
AND CARRIED FORTH IN A DILIGENT MANNER, THE
STANDARDS IN EFFECT.
PLANS TO BRING THEM INTO CONFORMANCE WITH
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
IMPROVEMENTS NOT COMMENCE WITHIN TWO
SHOULD CONSTRUCTION OF THE REQUIRED
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
BENCHMARK
BENCHMARK ID: 590 (CITY OF
FONTANA)
DESCRIPTION: BEECH AVE. &
BOYLE AVE. TOP F.H. AT S/W 1/4
KNUCKLE
ELEVATION: 1047.29 FEET (NGVD29)
INCWaber Consultants
PLANNING CIVIL ENGINEERING SURVEYING
19210 S. VERMONT AVE., SUITE 115, GARDENA, CA 90248
P (424) 344-2464 F (562) 372-3282
MAHIR WABER
PROFILE SCALES
HORIZONTAL: 1" = 20'
VERTICAL: 1" = 2'
57+00 58+00 59+00 59+50 60+0057+50 58+50
STREET IMPROVEMENT PLANS
3
CONSTRUCTION NOTES:
CONSTRUCT DRIVEWAY APPROACH PER OF FONTANA CITY STD. DETAIL 1001.
CONSTRUCT CURB RAMP PER CITY OF FONTANA STD. DETAIL 1003.
REMOVE EXISTING AC AND CONSTRUCT MIN 4.5" AC PAVEMENT OVER 12" MIN
COMPACTED NATIVE PER STD DETAIL 400.
CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1000.
SAWCUT, REMOVE & REPLACE EXISTING PAVEMENT (2' MIN) PER CITY OF FONTANA
STD. DETAIL 1008 AND DETAIL 1 ON SHEET 1.
CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD. DETAIL 1006.
PROTECT-IN PLACE EXISTING SPEED LIMIT SIGN.
1
2
3
4
5
6
7
1030
1035
1030
1035
58
+
5
0
.
0
0
(1
0
2
9
.
6
0
)
F
S
59
+
0
0
.
0
0
(1
0
2
9
.
3
9
)
F
S
59
+
2
6
.
7
4
(1
0
2
9
.
3
0
)
F
S
58
+
0
0
.
0
0
(1
0
2
9
.
6
7
)
F
S
57
+
6
9
.
1
2
(1
0
2
9
.
8
4
)
F
S
58
+
9
7
.
9
5
10
2
8
.
9
7
T
C
10
2
8
.
4
2
F
L
JO
I
N
58
+
2
7
.
8
7
10
2
9
.
3
2
T
C
10
2
8
.
8
0
F
L
JO
I
N
0.54%
(0.61%)
58
+
4
0
.
7
9
10
2
9
.
5
6
T
C
58
+
8
4
.
9
4
10
2
9
.
3
1
T
C
(0.39%)
EX. GRADE FOR
FS AT CENTERLINE
PROP. FL SOUTH
EX. FL
(0.55%)
(0.55%)(0.55%)
(0.53%)
EC
R
5
9
+
2
6
.
7
4
(1
0
2
8
.
9
6
)
T
C
(1
0
2
8
.
2
9
)
F
L
JO
I
N
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
2 S
T
A
:
5
9
+
1
7
.
9
4
PRIVATE APPROACH (SLOVER AVE.)
PRIVATE APPROACH (SLOVER AVE.)
LOCATION
DETAIL C
SCALE 1' = 10"
BETWEEN
STA: 58+27.87 AND
SLOVER AVENUE
STA: 59+17.94
8/1/2023
R/W C/L
34'
(26')
(1.35%)
JOINING EX. AC
PAVEMENT (1023.79)
FS
(1
0
2
3
.
3
9
F
L
)
JO
I
N
R/W C/L
37.16'
25.6'
1.27%
7.58'
DWY
4'
SW
EX. AC
PAVEMENT (1024.32)
FS
10
2
3
.
8
9
F
L
1
0
.
9
%
2'
R/W C/L36.4'
24.82'
1.57%
7.58'
DWY
4'
SW
EX. AC
PAVEMENT (1024.76)
FS
2'
R/W C/L
34'
24'
2.24%
9.5'
SW
0.5'
PCC
SIDEWALK EX. AC
PAVEMENT
(1025.27)
FS
10
2
5
.
3
1
T
C
10
2
4
.
6
4
F
L
2.0%
PROPOSED
8" CURB AND GUTTER
2'
1.
5
"
HEMLOCK AVENUE STA 7+00
HORIZ SCALE: 1"=10'
VERT SCALE: 1" =1'
HEMLOCK AVENUE STA 7+25
HORIZ SCALE: 1"=10'
VERT SCALE: 1" =1'
HEMLOCK AVENUE STA 7+50
HORIZ SCALE: 1"=10'
VERT SCALE: 1" =1'
HEMLOCK AVENUE STA 6+67.38
HORIZ SCALE: 1"=10'
VERT SCALE: 1" =1'
10
2
4
.
2
7
F
L
AC COLDMILL
AND OVERLAY
AC COLDMILL
AND OVERLAY
AC COLDMILL
AND OVERLAY
1
0
.
9
%
2.0%
2.0%
HEMLOCK AVENUE STA 8+00
HORIZ SCALE: 1"=10'
VERT SCALE: 1" =1'
HEMLOCK AVENUE STA 8+25
HORIZ SCALE: 1"=10'
VERT SCALE: 1" =1'
HEMLOCK AVENUE STA 8+50
HORIZ SCALE: 1"=10'
VERT SCALE: 1" =1'
HEMLOCK AVENUE STA 7+75
HORIZ SCALE: 1"=10'
VERT SCALE: 1" =1'
R/W C/L
34'
24'
2.42%
9.5'
SW
0.5'
EX. AC
PAVEMENT (1025.76)
FS
10
2
5
.
7
6
T
C
10
2
5
.
0
9
F
L
PROPOSED
8" CURB AND GUTTER
2'
1.
5
"
R/W C/L
34'
24'
2.56%
9.5'
SW
0.5'
EX. AC
PAVEMENT
(1026.25)
FS
10
2
6
.
2
2
T
C
10
2
5
.
5
5
F
L
PROPOSED
8" CURB AND GUTTER
2'
1.
5
"
R/W C/L
34'
24'
2.73%
9.5'
SW
0.5'
PCC
SIDEWALK
EX. AC
PAVEMENT
(1026.75)
FS
10
2
6
.
6
8
T
C
10
2
6
.
0
1
F
L
2.0%
PROPOSED
8" CURB AND GUTTER
2'
1.
5
"
R/W C/L
34'
24'
2.82%
9.5'
SW
0.5'
EX. AC
PAVEMENT
(1027.23)
FS
10
2
7
.
1
4
T
C
10
2
6
.
4
7
F
L
PROPOSED
8" CURB AND GUTTER
2'
1.
5
"
PCC
SIDEWALK 2.0%
PCC
SIDEWALK
2.0%
PCC
SIDEWALK
2.0%
AC COLDMILL
AND OVERLAY
AC COLDMILL
AND OVERLAY
AC COLDMILL
AND OVERLAY
AC COLDMILL
AND OVERLAY
HEMLOCK AVENUE STA 9+00
HORIZ SCALE: 1"=10'
VERT SCALE: 1" =1'
HEMLOCK AVENUE STA 8+75
HORIZ SCALE: 1"=10'
VERT SCALE: 1" =1'
R/W C/L
34'
24'
2.04%
9.5'
SW
0.5'
EX. AC
PAVEMENT
(1027.52)
FS
10
2
7
.
6
0
T
C
10
2
6
.
9
3
F
L
PROPOSED
8" CURB AND GUTTER
2'
1.
5
"
R/W C/L
34'
24'
1.53%
9.5'
SW
0.5'
EX. AC
PAVEMENT (1027.85)
FS
10
2
8
.
0
5
T
C
10
2
7
.
3
8
F
L
PROPOSED
8" CURB AND GUTTER
2'
1.
5
"
R/W C/L
34'
24'
(1.12%)
9.5'
SW
0.5'
EX. AC
PAVEMENT (1027.95)
FS
10
2
8
.
2
3
T
C
10
2
7
.
5
6
F
L
PROPOSED
8" CURB AND GUTTER
HEMLOCK AVENUE STA 9+09.39
HORIZ SCALE: 1"=10'
VERT SCALE: 1" =1'
PCC
SIDEWALK 2.0%
PCC
SIDEWALK 2.0%
PCC
SIDEWALK 2.0%
AC COLDMILL
AND OVERLAY
AC COLDMILL
AND OVERLAY
W:
\
2
2
-
0
1
3
S
C
F
U
E
L
S
F
O
N
T
A
N
A
\
D
W
G
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BASIS OF BEARINGS
THE BASIS OF BEARINGS USED ON
THIS SURVEY IS THE CENTERLINE OF
SLOVER AVENUE BEARING NORTH
89°25'55" EAST AS SHOWN ON
RECORD OF SURVEY 10-109 BOOK 146
PAGE 56 RECORDS OF SAID COUNTY.
DATE:
DRAWING NO.:APPROVED BY:CHECKED BY: DATE :
R.C.E. 69050 GIA LAM KIM CITY ENGINEER R.C.E. 62296
DATE:
SCALE:
As Noted
7/19/23
DESIGNED BY:
DRAWN BY:
AI
MW
PREPARED UNDER THE SUPERVISION OF :CITY OF FONTANA, CALIFORNIA
7/19/23
MW 6305 4
BEFORE
YOU DIG
TOLL FREE
DIAL
1-800-227-2600
AND CARRIED FORTH IN A DILIGENT MANNER, THE
STANDARDS IN EFFECT.
PLANS TO BRING THEM INTO CONFORMANCE WITH
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
IMPROVEMENTS NOT COMMENCE WITHIN TWO
SHOULD CONSTRUCTION OF THE REQUIRED
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
BENCHMARK
BENCHMARK ID: 590 (CITY OF
FONTANA)
DESCRIPTION: BEECH AVE. &
BOYLE AVE. TOP F.H. AT S/W 1/4
KNUCKLE
ELEVATION: 1047.29 FEET (NGVD29)
INCWaber Consultants
PLANNING CIVIL ENGINEERING SURVEYING
19210 S. VERMONT AVE., SUITE 115, GARDENA, CA 90248
P (424) 344-2464 F (562) 372-3282
MAHIR WABER
SECTIONS
4
BETWEEN
STA: 6+67.38 AND
STA: 9+59.35
HEMLOCK AVENUE
8/1/2023