HomeMy WebLinkAboutAPPROVED - ELPC22-000075 - STREET PLANS DWG . NO. 6327JUNE 21, 2023
GRIND AND OVERLAY DETAIL
MH
MH
MH
MH
MH
EX AC PAVE
TYPICAL SECTION
SLOVER AVE
>
MEDIAN
PROPOSED
52.0'
42.0'
EXIST 8" C&G
2%
VARIES
R/W
S'LY
R/W
N'LY
10.0'
S/W
6.0'
2.0%
CONSTRUCTION NOTES:
6
QUANTITY
ESTIMATED
1
2
3
4
5
SAWCUT AND REMOVE EXIST AC PAVEMENT (1.0' MIN)
SLOVER AVE
CONSTRUCT 8" CURB PER CITY STD 1000
REMOVE EXIST MEDIAN
236 LF
6 SF
437 SF (19.7 TON)
848 SF
NATIVE SUBGRADE
CONSTRUCT 7.5" AC PAVEMENT OVER 12" MIN OF 95% COMPACTED
SCALE 1"=10'
T.I.=10.0
SHEET 2
236-101-23
APN
236-011-17
APN
SHEET INDEX:
SHT. 3 - CHERRY AVE STREET IMPROVEMENT PLAN
SHT. 2 - SLOVER AVE STREET IMPROVEMENT PLAN
SHT. 1 - TITLE SHEET
FOR LOCATION AND SPECIFICATIONS
PROPOSED STREET LIGHT, SEE STREET LIGHT PLAN DWG NO. 6327LT 2 EA
BASIS OF BEARING:
OF SAN BERNARDINO COUNTY.
149 OF RECORD OF SURVEYS, PAGE 49, RECORDS
PER RECORD OF SURVEY 12-055, FILED IN BO0K
CENTERLINE OF CHERRY AVE AS N 00°39'54"E
C
H
E
R
R
Y
A
V
E
SITE
VICINITY MAP
NOT TO SCALE
10
C
H
ER
R
Y
AVE
SLOVER AVE
SANTA ANA AVE
LIVE
OAK
AVE
ALMO
N
D
AVE
050 50 100 150
SCALE 1"= 50'
52.0'
2.0%
VARIES (3.1' - 9.1')
4.0'1.0'1.0'
31 1
2 2
PRIVATE ENGINEER'S NOTE
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
CONNECTION WITH THE PERFORMANCE OR WORK ON THIS PROJECT, EXCEPTING FOR
THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, THE OWNER AND
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL
FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
DRAWINGS.
FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE
RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR
UTILITY PROVIDERS:
GAS - SO CA GAS CO (800) 427-2200
ELECTRIC - S.C.E. (800) 655-4555
SEWER - CITY OF FONTANA 909-350-7675
WATER - FONTANA WATER 909-822-2201
SLOVER AVE
SAWCUT LINE
SAWCUT LINE
2%
11'11'
GRIND AND OVERLAY AC PAVEMENT, 0.10' MIN PER DETAIL 4,875 SF (35.1 TON)5
(2% +/-)(2% +/-)PAVE
EX AC
EXIST 8" C&G
5
1'
PAVE
EX AC
OVERLAY 0.10' MIN
PAVEMENT AND
GRIND 0.10' MIN EXIST
PAVE
NEW AC
CURB
MEDIAN
NEW 8"
TC = EX FS + 8"
MIN
7 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD 1001 2,600 SF
8 REMOVE EXIST CURB & GUTTER 200 LF
9 REMOVE EXIST SIDEWALK 1,100 SF
S
H
E
E
T
3
5
AS SHOWN
STREET IMPROVEMENT PLANS
CITY OF FONTANA
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
30.
31.
32.
33.
34.
35.
36.
STREET IMPROVEMENT GENERAL NOTES
RECORD DRAWINGS TO THE CITY ENGINEER.
AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE
CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE
OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND
CONTRACTOR UPON COMPLETION OF PAVING.
ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING
COMPLETION OF ROUGH GRADING.
RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON
ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE
ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY
APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
APPROVED.
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND
THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.
CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF
LEAVING IMPROVEMENTS.
UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS.
DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED
NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
APPROVAL.
PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN
THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO
ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR.
WATERING, AT ALL TIMES.
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE
VEHICLES.
FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY
THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12
FOR LATER REPLACEMENT OF THE MONUMENT.
SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED
MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR
BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY
REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND
PRIOR NOTIFICATION TO THE CITY ENGINEER.
THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT
BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF
ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO
STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
CURVE DATA REFERS TO THE FACE OF CURB.
AND WATER REQUIREMENTS.
AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION
THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY
GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE
TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER,
THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED
SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR
BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION
THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL
PERMIT FOR THAT PURPOSE.
NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE
GUARDED WHEN THE OTENTIAL EXISTS FOR GROUND MOVEMENT.
OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE
SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION
THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY
GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR
CONTROL DEVICES AT ALL TIMES.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC
BY THE CITY TRAFFIC ENGINEER.
STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED
THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE
CALL (909) 350-7610.
LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS.
ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT,
ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID
WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY
REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED.
PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL
ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT
F.H. = FIRE HYDRANT
STLT = STREET LIGHT
TRFSIG = TRAFFIC SIGNAL
= SIGN
PB = PULL BOX
WV = WATER VALVE
SMH = SEWER MANHOLE
SDMH = STORM DRAIN MANHOLE
TELMH = TELEPHONE MANHOLE
PP = POWER POLE
WM = WATER METER
TELPED = TELEPHONE PEDESTAL
ELEC VAULT = ELECTRIC VAULT
MB = MAIL BOX
TC = TOP OF CURB
FL = FLOW LINE
TB = TOP OF BERM
FS = FINISH SURFACE
FG = FINISH GRAGE
BW = BACK OF WALK
PROP AC PAVEMENTS/W = SIDEWALK
SLOVER AVE & CHERRY AVE AT APN 0236-101-23
SAWCUT & REMOVE AC PAVE
PM 20653
PROP AC PAVEMENT GRIND AND OVERLAY
REV.REVISION DESCRIPTION ENGR.DATE CITY DATE
CHECKED BY:
DESIGNED BY:
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 DRAWN BY:
3
CITY OF FONTANA, CALIFORNIA
APPROVED BY:DRAWING NO.:
6327
DATE:
SCALE:
STREET IMPROVEMENT PLAN
SLOVER AVE & CHERRY AVE
DATE:
AS SHOWN
JUNE 2023
SFH
SFH
DLG
BENCHMARK:
ELEV. 981.36
AND SANTA ANA AVE.
NORTHWEST CORNER OF REDWOOD AVE
PK NAIL IN POLE NO. 335739E AT THE
CITY OF FONTANA BM NO. 517
AT PM 20653
GIA LAM KIM / CITY ENGINEER R.C.E. 62296
TITLE SHEET
1
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
BEFORE
YOU DIG
TOLL FREE
DIAL
DAYS BEFORE
1-800-227-2600
TWO WORKING
YOU DIG
R
EG
STE
ERDSSO
A
L
E
N
G
E
N
E
E
R
CAL FORNIAST
T
A
E
OF
NFPRO
CIVIL
No. 28500
Expir
es 3-31-
D
O UGLAS
N
G
O
O
DMA
L.
24
Goodman& ASSOCIATES
COLTON, CA 92324
2079 SKY VIEW DRIVE
(909) 824-2775
DATEDOUGLAS L. GOODMAN
RCE 28500, 3-31-2024 7/18/2023
JUNE 21, 2023
10+00.00 CL CHERRY AVE
64+03.90 CL SLOVER AVE =
6463625857
EX C&G
PER DWG NO. 5109
EX 8" RAISED MEDIAN
5
2
'
5
9
+
7
7
.
4
3
6
1
+
8
5
.
4
0
4
.
0
'
L=5.50'
R=1.75'
SAWCUT
SAWCUT
N 86°48'24" E 115.21'
N 86°48'24" E 115.21'
N 89°45'54" E
N.A.P.
3.1'
EASEMENT PER PM 20653
PROPOSED SIDEWALK
5'
(1003.54 FS)
(1004.21 TC)
(
1
0
0
3
.
5
4
F
S
)
(
1
0
0
4
.
2
1
T
C
)
1002.77 FS
1003.44 TC
1002.75 FS
1003.42 TC
PL
W
=
4
0
.
0
'
S
T
A
5
9
+
1
7
.
3
3
C
L
D
W
Y
40'
4'EX S/WEX S/W
2'
4
2
'
6
'
6
'
5
9
+
5
4
.
7
1
5
9
+
6
2
.
3
0
5
8
+
7
4
.
2
4
5
8
+
8
0
.
1
1
MH
MH
1005
1
0
0
5
1
0
0
5
1005
SLOVER AVE
236-011-23
APN
236-011-17
APN
C
H
E
R
R
Y
A
V
E
30 300 60 90
SCALE 1"= 30'
616059
REV.REVISION DESCRIPTION ENGR.DATE CITY DATE
CHECKED BY:
DESIGNED BY:
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 DRAWN BY:
3
CITY OF FONTANA, CALIFORNIA
APPROVED BY:DRAWING NO.:
6327
DATE:
SCALE:
STREET IMPROVEMENT PLAN
SLOVER AVE & CHERRY AVE
DATE:
AS SHOWN
JUNE 2023
SFH
SFH
DLG
BENCHMARK:
ELEV. 981.36
AND SANTA ANA AVE.
NORTHWEST CORNER OF REDWOOD AVE
PK NAIL IN POLE NO. 335739E AT THE
CITY OF FONTANA BM NO. 517
AT PM 20653
GIA LAM KIM / CITY ENGINEER R.C.E. 62296
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
BEFORE
YOU DIG
TOLL FREE
DIAL
DAYS BEFORE
1-800-227-2600
TWO WORKING
YOU DIG
5
9
+
8
0
.
0
0
5
8
+
6
4
.
7
3
B
C
J
O
I
N
E
X
I
S
T
M
E
D
I
A
N
9.1'
R
EG
STE
ERDSSO
A
L
E
N
G
E
N
E
E
R
CAL FORNIAST
T
A
E
OF
NFPRO
CIVIL
No. 28500
Expir
es 3-31-
D
O UGLAS
N
G
O
O
DMA
L.
24
Goodman& ASSOCIATES
COLTON, CA 92324
2079 SKY VIEW DRIVE
(909) 824-2775
DATEDOUGLAS L. GOODMAN
RCE 28500, 3-31-2024
MEDIAN TREATMENT
SEE LS PLANS FOR
4
.
0
'
11'
11'
EX R/W
(
2
.
0
%
)
(
2
.
0
%
)
0.67%
0.67%
JOIN EX CURB & S/W
BEG REMOVALS
(1002.89 TC)
58+63.88 BC
JOIN EX CURB & S/W
END REMOVALS
(1003.23 TC)
59+72.45 EC
R=35'R=35'
0" CURB
03.30 TC
0" CURB
03.10 TC
0.31%
2%
9.
6
%
1
5
'
EX R/W
0
3
.
1
8
T
C
/
0
"
C
U
R
B
0
3
.
3
6
T
C
/
0
"
C
U
R
B
(0.4%)
CONSTRUCTION NOTES:
6
1
2
3
4
5
SAWCUT AND REMOVE EXIST AC PAVEMENT (1.0' MIN)
CONSTRUCT 8" CURB PER CITY STD 1000
REMOVE EXIST MEDIAN
NATIVE SUBGRADE
CONSTRUCT 7.5" AC PAVEMENT OVER 12" MIN OF 95% COMPACTED
FOR LOCATION AND SPECIFICATIONS
PROPOSED STREET LIGHT, SEE STREET LIGHT PLAN DWG NO. 6327LT
GRIND AND OVERLAY AC PAVEMENT, 0.10' MIN PER DETAIL
7 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD 1001
8 REMOVE EXIST CURB & GUTTER
9 REMOVE EXIST SIDEWALK
7
8
9
3 1
89
6 6
2
2
3 1
1
2
5
5
5
4
2
SLOVER AVE IMPROVEMENT PLAN
7/18/2023
JUNE 21, 2023
E
X
C
&
G
PL
EX RAISED MEDIAN
LIGHT
EX ST
LIGHT
EX ST
4
0
'
66'
56'
E
X
S
/
W
E
X
S
/
W
EASEMENT PER PM 20653
PROPOSED SIDEWALK
6'
6'
MH
MH
MH
9
9
5
9
9
5
9
9
5
9
9
5
1
0
0
0 1000
236-011-23
APN
C
H
E
R
R
Y
A
V
E
30 300 60 90
SCALE 1"= 30'
6
1
6
0
5
9
REV.REVISION DESCRIPTION ENGR.DATE CITY DATE
CHECKED BY:
DESIGNED BY:
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 DRAWN BY:
3
CITY OF FONTANA, CALIFORNIA
APPROVED BY:DRAWING NO.:
6327
DATE:
SCALE:
STREET IMPROVEMENT PLAN
SLOVER AVE & CHERRY AVE
DATE:
AS SHOWN
JUNE 2023
SFH
SFH
DLG
BENCHMARK:
ELEV. 981.36
AND SANTA ANA AVE.
NORTHWEST CORNER OF REDWOOD AVE
PK NAIL IN POLE NO. 335739E AT THE
CITY OF FONTANA BM NO. 517
AT PM 20653
GIA LAM KIM / CITY ENGINEER R.C.E. 62296
3
CHERRY AVE IMPROVEMENT PLAN
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
BEFORE
YOU DIG
TOLL FREE
DIAL
DAYS BEFORE
1-800-227-2600
TWO WORKING
YOU DIG
R
EG
STE
ERDSSO
A
L
E
N
G
E
N
E
E
R
CAL FORNIAST
T
A
E
OF
NFPRO
CIVIL
No. 28500
Expir
es 3-31-
D
O UGLAS
N
G
O
O
DMA
L.
24
Goodman& ASSOCIATES
COLTON, CA 92324
2079 SKY VIEW DRIVE
(909) 824-2775
DATEDOUGLAS L. GOODMAN
RCE 28500, 3-31-2024
5
8
5
7
E
X
R
/
W
N
0
°
3
9
'
5
4
"
E
W=40.0'
STA 57+56.72 CL DWY
JOIN EX CURB & S/W
BEG REMOVALS
(995.14 TC)
57+15.31 EC
JOIN EX CURB & S/W
END REMOVALS
(996.51 TC)
58+07.57 BC
R=35'
R=19'
995.62 TC/0" CURB
996.32 TC/0" CURB
4'
2'
2%
9.8%
1
.
4
8
%
16'
E
X
R
/
W
STA 57+96.93
STA 57+21.24
995.53 TC/0" CURB
996.37 TC/0" CURB
CONSTRUCTION NOTES:
6
1
2
3
4
5
SAWCUT AND REMOVE EXIST AC PAVEMENT (1.0' MIN)
CONSTRUCT 8" CURB PER CITY STD 1000
REMOVE EXIST MEDIAN
NATIVE SUBGRADE
CONSTRUCT 7.5" AC PAVEMENT OVER 12" MIN OF 95% COMPACTED
FOR LOCATION AND SPECIFICATIONS
PROPOSED STREET LIGHT, SEE STREET LIGHT PLAN DWG NO. 6327LT
GRIND AND OVERLAY AC PAVEMENT, 0.10' MIN PER DETAIL
7 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD 1001
8 REMOVE EXIST CURB & GUTTER
9 REMOVE EXIST SIDEWALK
7 8 9
1
39
8
5
7/18/2023