HomeMy WebLinkAbout3108-1INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
GENERAL NOTES - STREET IMPROVEMENT
PROFESSIONAL ENGINEER'S NOTICE TO CONTRACTOR:
t.
ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR
UTIL I TIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE
STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS
RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT A T 1-800-227-2600 TWO
FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK") . ALL REFERENCE SPECIFICATIONS
EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS
WORKING DAYS BEFORE EXCAVATION.
AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED.
PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH
2.
WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS
THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S.
INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION.
THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE
DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF
LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER,
GREEN BOOK , THE CONTRACTOR SHALL IMMEDIA TEL Y REPORT SAID CONFLICT TO THE
CITY ENGINEER FOR RESOLUTION.
INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS. " THE CIVIL
SEWER, STORM DRAIN, FLOOD CONTROL AND CAL TRANS. ALL UTILITY COMPANIES
FURNISH AND INSTALL SAND BAGS 3 BAGS HIGH FOR TEMPORARY EROSION
ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS
3.
ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY
ENGINEER.
AND SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS.
4.
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE
ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY L IMI TS. CALL
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES
START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST
RESPONSIBILITY FOR JOB -SITE CONDITIONS DURING THE COURSE OF
WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE
WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WA TER
TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT OF WAY
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
REQUIREMENTS.
WITHIN THE CITY LIMITS. CALL (909) 350-7610.
PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
5.
THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND
BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL
13. CURVE DA TA REFERS TO THE FACE OF CURB.
PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC
DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE
CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY
TWO WORKING DAYS NOTICE TO THE TRAFFIC SECTION IS REQUIRED
PRIOR TO REMOVAL OF TRAFFIC CONTROL DEVICES OR EQUIPEMENT.
NOTED.
TRAFFIC ENGINEER.
HARMLESS FROM ANY AND ALL LIABILITY, MEAL OR ALLEGED. IN CONNECTION
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO
4.
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
6.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND
DEL INEA TORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
LATEST NON -METRIC EDITIONS.
CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
CONSTRUCT CONCRETE HEADWALL PER CAL TRANS STD. D89. SEE PRECISE
ENGINEER.
7.
THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCA VA TION OR TRENCH
24 HOUR NOTICE SHALL BE GI VIN TO THE CITY TRAFFIC ENGINEER FOR
.15. THE CONTRACTOR SHALL NOT DISTURB. EXISTING SURVEY MONUMENTS, MONUMENT
WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE
APPROVAL OF CONTROL POINTS OR "CA T -TRACKING " PRIOR TO
TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
DIVISION OF INDUSTRIAL SAFETY.
THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTIL-
17. -.REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY
6.
ITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH
8.
THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL
BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS
OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY
CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE
PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE
AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGA-
DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE
STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED
WHEN THE POTENTIAL EXIST FOR GROUND MOVEMENT.
TION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE
CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SD
1818 OR APPROVED EQUAL) WITH HEEL PROOF TRAFFIC GRATE (1/2" MAXIMUM
RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES
9.
NO MATERIAL OR EQUIPEMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WA Y
PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF
MONUMENT.
WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND
10.
THE L OCA TION OF UTIL I TIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE
FOR ANY DAMAGE OR PROTECTION TO THESE LINES.
INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
>jW
22, 140 SF
DETERMINE. IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING
CONSTRUCT 0.20 ' MINIMUM AC PA VEMENT OVERLA Y.
INDICATES CURVE DATA
UTIL I TIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE
INDICATES EXISTING CONTOUR
430 LF
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT A T 1-800-227-2600 TWO
NO. 1003.
WORKING DAYS BEFORE EXCAVATION.
INDICATESF
AREA O GRIND AND OVEAL
SIGNING AND STRIPING GENERAL NOTES
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES
CONSTRUCT 18" RCP CD -1250 SEE SHT 3
INDICATES AREA OF SAWCUT AND REMO
INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION.
CONSTRUCT RECTANGULAR UNDER SIDEWALK DRAIN "MODIFIED" WITH DOUBLE
1 EA
LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER,
1,
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
SEWER, STORM DRAIN, FLOOD CONTROL AND CAL TRANS. ALL UTILITY COMPANIES
FURNISH AND INSTALL SAND BAGS 3 BAGS HIGH FOR TEMPORARY EROSION
COMMUNITY'DEVELOPEMENT DEPARTMENT, ENGINEERING DIVISION PRIOR
SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR
CONTROL AND DESIL TING. SAND BAGS TO BE REMOVED WHEN FINAL
TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE
- FACIL I TIES.
INDICATES PCC (CROSS SECTION)
REQUESTED A T LEAST TWO WORKING DA YS PRIOR TO THE THE START OF
CONSTRUCT COMMERCIAL DRI VEWA Y PER CITY OF FONTANA STD.
ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY L IMI TS. CALL
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES
Q
(909) -350-7610.
WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE
WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WA TER
2.
THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES,
REQUIREMENTS.
SAWCUT, REMOVE AND DISPOSE OF EXISTING ASPHALT PAVEMENT.
METHODS AND PROCEDURES DISCRIBED IN THE STATE OF CALIFORNIA
11
SAWCUT, REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER.
MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS
13. CURVE DA TA REFERS TO THE FACE OF CURB.
GRIND EXISTING ASPHALT PAVEMENT 10' FROM SAWCUT LINE
OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE
3.
TWO WORKING DAYS NOTICE TO THE TRAFFIC SECTION IS REQUIRED
PRIOR TO REMOVAL OF TRAFFIC CONTROL DEVICES OR EQUIPEMENT.
NOTED.
EXISTING POWER POLES PROTECT IN PLACE
STOP SIGNS SHALL ONLY BE REMOVED BY CITY PERSONNEL.
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO
4.
ALL LABOR, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE CALTRANS
ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE
CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF FONTANA STD. NO. 124
"STANDARD PLANS", "STANDARD SPECIFICATIONS" AND "TRAFFIC MANUAL',
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND
(MODIFIED TO A 45 ° ANGLE) .
LATEST NON -METRIC EDITIONS.
CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
CONSTRUCT CONCRETE HEADWALL PER CAL TRANS STD. D89. SEE PRECISE
1 EA
5.
24 HOUR NOTICE SHALL BE GI VIN TO THE CITY TRAFFIC ENGINEER FOR
.15. THE CONTRACTOR SHALL NOT DISTURB. EXISTING SURVEY MONUMENTS, MONUMENT
CONSTRUCT SIDEWALK TYPE JUNCTION STRUCTURE PER CITY OF FONTANA STD.-
APPROVAL OF CONTROL POINTS OR "CA T -TRACKING " PRIOR TO
TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
NO. 123
APPL ICA TION OF PAVEMENT STRIPING.
17. -.REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY
6.
THE CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS AND STRIPING
MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY REGISTERED
SAWCUT, REMOVE AND DISPOSE OF EXISTING AC DRI VEWA Y.
AS REQUIRED BY THE CITY TRAFFIC ENGINEER.
CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE
SAWCUT, REMOVE AND DISPOSE OF EXISTING AC BERM.
100 LF
DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE
7.
TRAFFIC SIGN DIMENSIONS. COLOR AND LETTERING SHALL CONFORM TO THE
CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SD
1818 OR APPROVED EQUAL) WITH HEEL PROOF TRAFFIC GRATE (1/2" MAXIMUM
LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON
THAT TIES TO MONUMENETS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE
OPENING PERPENDICULAR TO PATH OF TRAVEL) ATTACHED WITH TAMPER
ARE TO CONFORM TO CAL TRANS SPECIFICATION SHEET CODES. TRAFFIC
MONUMENT.
PROOF FA S TENERS.
SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS.
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESS AT
B.
ALL SIGNS SHALL BE MOUNTED ON GAL VANIZED' STEEL POST, UNLESS
ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE
1212 OR APPROVED EQUAL) WITH HEEL PROOF TRAFFIC GRATE (112" MAXIMUM
OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 139.
CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
OPENING PERPENDICULAR TO PATH OF TRAVEL) ATTACHED WITH TAMPER
Ico
9.
STENCILS USED FOR PAVEMENT MATKINGS AND LEGENDS SHALL MATCH CITY
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST
FURNISH AND INSTALL DUAL 4" (SDR 35) DRAIN PIPE.
OF FONTANA STANDARD STENCILS EXACTLY.
CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
FURNISH AND INSTALL 4" STORM DRAIN CLEANOUT.
4 EA
29
10.
ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND
W
UNLESS OTHERWISE APPROVED BY THE CITY TRAFFIC ENGINEER.
VEL OCI TIES EXCEED 25 MILES PER HOUR.
11.
AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
21. THE CONTRACTOR SHAL L NOT CAUSE ANY EXCA VA TED MA TERIAL, MUD, SIL T OR
FURNISH AND INSTALL CHAIN LINK FENCE AND GATE
ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE
DEBRIS TO BE DEPOSITED -ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT
CONSTRUCT CURB INLET STRUCTURE PER FONTANA STD. 121.
CITY ENGINEER.
OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
(MODIFIED TO HAVE A 10 " CURB OPENING)
CONSTRUCT (5'x5' MODIFIED) SIDEWALK TYPE JUNCTION STRUCTURE PER
1 EA
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY
CITY OF FONTANA STD. 123.
INSPECTOR.
STRIPING CONSTRUCTION NOTES
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO
APPLY TWO 4" YELLOW STRIPES "NO PASSING PATTERN" PER CAL TRANS STD. A20A
OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF
31
WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
s
32
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM
33
APPLY 8" WHITE LINE "CHANNEL IZING L INE " PER CAL TRANS DETAIL 38A.
UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY
34
.::
ENGINEER MAY REQUIRE TEMPORARY NON-EAODEABLE SWALES ENTERING DA LEAVING
LEGEND
IMPROVEMENTS.
36
FURNISH AND INSTALL "RIGHT TURN ONLY" SIGN PER CAL TRANS STD. R41.
25. THE FINAL L OCA TION AND WIDTH OF DRI VEWA Y APPROACH APRONS SHALL BE
EXIST
APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF
FURNISH AND INSTALL REL OCA TED EXISTING "END SCHOOL ZONE" SIGN PER CAL
R/W
FONTANA STANDARD DETAILS.
STD. W65-1.
"SIGNAL
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO
ASPHAL TIC CONCRETE
44
MATCH EXISTING CONCRETE.
W
BCR
z
27 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE
~
44 '
STREET IMPRO VEMENT PLANS
LOCUST AVENUE
PROPOSED FONTANA
ELEMENTARYSCHOOL X27
SCHOOL
SITE
EXIST
R/W
L OCA TION OF THE SEWER LATERAL. SCHOOL 12 ' 32' J 12' VARIES PER
PLAN
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE STYE 5 z Na a
BEEN PLACED, INSPECTED AND APPROVED. o cn m
O. Q XW ~OW
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR 2% VARIES FROM W wpm
TO PAVING OF STREETS. _ r�-J�- - . --�.� I I--
=1 I 1=~1
g� TO 3
30. APPROVED SOIL STERILEIVT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR I� III -1 I 1=1 I 1=1 I I-=fT1=1 I I PH
_ _ (- -r-,
F] I F I 1=111- -i I- "' - 1=111-1 �'=1 I I -1 `- I-IIII I E] 1_ I I rTO PLACEMENT. 1 I 1 ' =1 I I -I I Fd 11= -_I=1 I 1=1 I 1=1 11=
_ 2 II= III=III-III-III=III=111=111=111=111-I
31. PA VEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION EX . S/W EX . C6G 1 =1l '=1 I —11=1 I I-1 I F1 i 11-1 I 1=1''-"-'
'' -11 �. i I 1=1 11=1 -III_
AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER
COMPLETION OF ROUGH GRADING. TYPICAL SECTION
32. ACTUAL THICKNESS OF A. C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STA 15+50. 00 TO STA. 15+77. 73
STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL 19+BB. 47 TO STA. 22+11.78
REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION PER CITY OF FON TA NA STD. PLAN NO. 1000
OF ROUGH GRADING. LOCUST AVE N U E
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VA VE BOXES SHALL BE RAISED TO
FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. TI=9
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/OA REPLACE LANDSCAPING. SPRINKLERS AND
SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY
ENGINEER.
36. AS -BUIL T DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF
RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
BENCH MARK:
CHISELED TOP OF NORTH WEST HEADWALL AT
PACIFIC ELECTRIC RAILROAD CROSSING STATION
7+17 +/- LOCUST AVENUE IN FONTANA ON FILE
AT THE OFFICE OF THE SAN BERNARDINO COUNTY
SURVEYORS AS PLAN # 500400 -JR -B4-82.
BASIS OF BEARINGS.,
THE BASIS OF BEARING FOR THIS SITE IS THE
CENTERLINE OF LOCUST AVENUE TAKEN AS
N00°10'24"W PER RS 97/83.
TDLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
EXISTING
RESIDENCES
-SCHOOL
SITE
0
EX. S/W
INDEX MAP 010=9.09 c
SCALE I" = 200' 0100=12.B.:
EXIST
R/W t
R/W
2%
III-
I
@EX. C&G
TYPICAL SEC TION
STA 15+77.73 TO STA. 19-1-88.47
PER CITY OF FONTANA STD. PLAN NO. 1000
LOCUST AVENUE
TI=9
EXIST
44' I 44'
32'
z
J � 26'
VARIES FROM
1% TO 3%
R
c
12 VARIES PER.
U
z
a
wm
ow
C.1 W m
W
U
F-
- _
-I 11 -III -III -III -I 11=1 11=1 I I -III -III -1
-III-i ''-i ' '-� I I -III - I 11=11 I -1 I I -I 'I
11=0 '
ISI'
TYPICAL SECT ION
STA 22+11.78 TO STA. 23+18.03
PER CITY OF FONTANA STD. PLAN NO. 1000
LOCUST AVENUE
TI=9
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WI THIN TWO YEARS OF THE DA TE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
Consultant's Seal
ESS
D p
W �
No. 53554
i� Exp. a -so -os �
C1 V1 ti ,a
T.O.B.
>jW
22, 140 SF
�
CONSTRUCT 0.20 ' MINIMUM AC PA VEMENT OVERLA Y.
INDICATES CURVE DATA
EXISTING 99 -"'`«>:
RESIDENCES
INDICATES EXISTING CONTOUR
430 LF
INDICATES AC PAVEMENT
NO. 1003.
INDICATESF
AREA O GRIND AND OVEAL
2 EA
CONSTRUCT 18" RCP CD -1250 SEE SHT 3
INDICATES AREA OF SAWCUT AND REMO
CONSTRUCT RECTANGULAR UNDER SIDEWALK DRAIN "MODIFIED" WITH DOUBLE
1 EA
a
INDICATES CRUSHED AGGREGATE BASE
77
FURNISH AND INSTALL SAND BAGS 3 BAGS HIGH FOR TEMPORARY EROSION
20 EA
INDICATES PCC SURFACING
CONTROL AND DESIL TING. SAND BAGS TO BE REMOVED WHEN FINAL
7 :' a".: ••
INDICATES PCC (CROSS SECTION)
A VENUE
CONSTRUCT COMMERCIAL DRI VEWA Y PER CITY OF FONTANA STD.
4 EA
Q
LLJCz
CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. NO. 1015.
2, 130 SF
�x
SAWCUT, REMOVE AND DISPOSE OF EXISTING ASPHALT PAVEMENT.
1. 620 SF
11
SAWCUT, REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER.
134 LF
12
GRIND EXISTING ASPHALT PAVEMENT 10' FROM SAWCUT LINE
13.750 SF
LU
(MINIMUM 0.2 ' DEPTH) .
13
EXISTING POWER POLES PROTECT IN PLACE
2 EA
14
REMOVE AND DISPOSE OF EXISTING TREES.
5 EA
19
CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF FONTANA STD. NO. 124
1 EA
(MODIFIED TO A 45 ° ANGLE) .
2O
CONSTRUCT CONCRETE HEADWALL PER CAL TRANS STD. D89. SEE PRECISE
1 EA
GRADING PLAN
21
CONSTRUCT SIDEWALK TYPE JUNCTION STRUCTURE PER CITY OF FONTANA STD.-
1 EA
NO. 123
_j�
SAWCUT, REMOVE AND DISPOSE OF EXISTING PCC SIDEWALK.
300 SF
23
SAWCUT, REMOVE AND DISPOSE OF EXISTING AC DRI VEWA Y.
800 SF
24
SAWCUT, REMOVE AND DISPOSE OF EXISTING AC BERM.
100 LF
CONSTRUCT 18 "x 18 " PREFABRI CA TED CONCRETE DRAIN BOX (BROOKS PRODUCT
1 EA
l J
1818 OR APPROVED EQUAL) WITH HEEL PROOF TRAFFIC GRATE (1/2" MAXIMUM
W
OPENING PERPENDICULAR TO PATH OF TRAVEL) ATTACHED WITH TAMPER
PROOF FA S TENERS.
26
CONSTRUCT 12"x12" PREFABRI CA TED CONCRETE DRAIN BOX (BROOKS PRODUCT
2 EA
1212 OR APPROVED EQUAL) WITH HEEL PROOF TRAFFIC GRATE (112" MAXIMUM
o
OPENING PERPENDICULAR TO PATH OF TRAVEL) ATTACHED WITH TAMPER
Ico
PROOF FASTENERS.
FURNISH AND INSTALL DUAL 4" (SDR 35) DRAIN PIPE.
200 LF
W
FURNISH AND INSTALL 4" STORM DRAIN CLEANOUT.
4 EA
29
REMOVE AND RELOCATE EXISTING MAIL BOX
1 EA
30
W
1 EA
31
FURNISH AND INSTALL 4 " AC PA VEMENT OVER 95% COMPACTED NA TI VE MA TERIAL
800 SF
32
FURNISH AND INSTALL CHAIN LINK FENCE AND GATE
C f
33
CONSTRUCT CURB INLET STRUCTURE PER FONTANA STD. 121.
1 EA
34
(MODIFIED TO HAVE A 10 " CURB OPENING)
CONSTRUCT (5'x5' MODIFIED) SIDEWALK TYPE JUNCTION STRUCTURE PER
1 EA
CITY OF FONTANA STD. 123.
STRIPING CONSTRUCTION NOTES
30
APPLY TWO 4" YELLOW STRIPES "NO PASSING PATTERN" PER CAL TRANS STD. A20A
DETAIL 21.
31
APPLY (TYPE 1) PAVEMENT ARROW -PER CAL TRANS TRAFFIC MANUAL.
s
32
FURNISH AND INSTALL "DO NOT ENTER" SIGN PER CALL TRANS STD. R11 AND R11A.
33
APPLY 8" WHITE LINE "CHANNEL IZING L INE " PER CAL TRANS DETAIL 38A.
..V
34
.::
LEGEND
R26E.
36
FURNISH AND INSTALL "RIGHT TURN ONLY" SIGN PER CAL TRANS STD. R41.
FURNISH AND INSTALL "DURING SCHOOL HOURS" PLATE PER CALTR ANS STD. R26E.
38
FURNISH AND INSTALL REL OCA TED EXISTING "END SCHOOL ZONE" SIGN PER CAL
TRANS
39
STD. W65-1.
"SIGNAL
AC
ASPHAL TIC CONCRETE
STD. W41 A .
BCR
BEGIN CURB RETURN
BVC
BEGIN VERTICAL CURVE
CAB
CRUSHED AGGREGATE BASE
EXIST
CIL
CENTERLINE
CY
CUBIC YARDS
ECR
END CURB RETURN
EP
EDGE OF PAVEMENT
EVC
END VERTICAL CURVE
EXIMNQ
FG
FINISHED GROUND
RESIDENCES
FL
FLOW LINE
FS
FINISHED SURFACE
GB
GRADE BREAK
_
=11I�
LF
LINEAR FEET
MOCR
MIDDLE OF CURB RETURN
MVC
MIDDLE OF VERTICAL CURVE
PCC
PORTLAND CEMENT CONCRETE
PAC
POINT OF REVERSING CURVE
P/L
PROPERTY LINE
PVI
POINT OF VERTICAL INTERSECTIOP
R/W
RIGHT OF WAY
SO
STORM DRAIN
SF
SQUARE FEET
SS
SANITARY SEWER
TAN
TANGENT GRADE @ CURVE
EXIST
TC
TOP OF CURB
12 VARIES PER.
U
z
a
wm
ow
C.1 W m
W
U
F-
- _
-I 11 -III -III -III -I 11=1 11=1 I I -III -III -1
-III-i ''-i ' '-� I I -III - I 11=11 I -1 I I -I 'I
11=0 '
ISI'
TYPICAL SECT ION
STA 22+11.78 TO STA. 23+18.03
PER CITY OF FONTANA STD. PLAN NO. 1000
LOCUST AVENUE
TI=9
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WI THIN TWO YEARS OF THE DA TE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
Consultant's Seal
ESS
D p
W �
No. 53554
i� Exp. a -so -os �
C1 V1 ti ,a
T.O.B.
TOP OF STORM DRAIN BOX
22, 140 SF
INDICATES CONSTRUCTION NOTE
CONSTRUCT 0.20 ' MINIMUM AC PA VEMENT OVERLA Y.
INDICATES CURVE DATA
EXISTING 99 -"'`«>:
RESIDENCES
INDICATES EXISTING CONTOUR
430 LF
INDICATES AC PAVEMENT
NO. 1003.
INDICATESF
AREA O GRIND AND OVEAL
2 EA
CONSTRUCT 18" RCP CD -1250 SEE SHT 3
INDICATES AREA OF SAWCUT AND REMO
CONSTRUCT RECTANGULAR UNDER SIDEWALK DRAIN "MODIFIED" WITH DOUBLE
1 EA
a
INDICATES CRUSHED AGGREGATE BASE
77
FURNISH AND INSTALL SAND BAGS 3 BAGS HIGH FOR TEMPORARY EROSION
20 EA
INDICATES PCC SURFACING
CONTROL AND DESIL TING. SAND BAGS TO BE REMOVED WHEN FINAL
7 :' a".: ••
INDICATES PCC (CROSS SECTION)
VICINITY MAP
NOT TO SCALE
SHEET INDEX
SHEET No.
CONSTRUCT 6 112" AC OVER 12" 95X COMPACTED NATIVE MA TERIAL .
22, 140 SF
BL VO
CONSTRUCT 0.20 ' MINIMUM AC PA VEMENT OVERLA Y.
14, 750 SF
PROJECT SITEO
CONSTRUCT 8" PCC CURB AND GUTTER PER CITY OF FONTANA STD.
430 LF
LOCUST AVENUE STREET STRIPING IMPROVEMENTS
NO. 1003.
CONSTRUCT RESIDENTIAL DRI VEWA Y PEA CITY OF FONA TA STD. 103
2 EA
CONSTRUCT 18" RCP CD -1250 SEE SHT 3
200 LF
CONSTRUCT RECTANGULAR UNDER SIDEWALK DRAIN "MODIFIED" WITH DOUBLE
1 EA
OUTLETS AND "MODIFIED ANGLE" PER CITY OF FONTANA STD. NO. 124A.
Z
FURNISH AND INSTALL SAND BAGS 3 BAGS HIGH FOR TEMPORARY EROSION
20 EA
�'
CONTROL AND DESIL TING. SAND BAGS TO BE REMOVED WHEN FINAL
LANDSCAPING WITHIN CHANNEL IS COMPLETED.
A VENUE
CONSTRUCT COMMERCIAL DRI VEWA Y PER CITY OF FONTANA STD.
4 EA
NO. 102-C.
LLJCz
CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. NO. 1015.
2, 130 SF
IO
SAWCUT, REMOVE AND DISPOSE OF EXISTING ASPHALT PAVEMENT.
1. 620 SF
11
SAWCUT, REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER.
134 LF
12
GRIND EXISTING ASPHALT PAVEMENT 10' FROM SAWCUT LINE
13.750 SF
LU
(MINIMUM 0.2 ' DEPTH) .
13
EXISTING POWER POLES PROTECT IN PLACE
2 EA
14
REMOVE AND DISPOSE OF EXISTING TREES.
5 EA
19
CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF FONTANA STD. NO. 124
1 EA
(MODIFIED TO A 45 ° ANGLE) .
2O
CONSTRUCT CONCRETE HEADWALL PER CAL TRANS STD. D89. SEE PRECISE
1 EA
GRADING PLAN
21
CONSTRUCT SIDEWALK TYPE JUNCTION STRUCTURE PER CITY OF FONTANA STD.-
1 EA
NO. 123
22
SAWCUT, REMOVE AND DISPOSE OF EXISTING PCC SIDEWALK.
300 SF
23
SAWCUT, REMOVE AND DISPOSE OF EXISTING AC DRI VEWA Y.
800 SF
24
SAWCUT, REMOVE AND DISPOSE OF EXISTING AC BERM.
100 LF
CONSTRUCT 18 "x 18 " PREFABRI CA TED CONCRETE DRAIN BOX (BROOKS PRODUCT
1 EA
l J
1818 OR APPROVED EQUAL) WITH HEEL PROOF TRAFFIC GRATE (1/2" MAXIMUM
OPENING PERPENDICULAR TO PATH OF TRAVEL) ATTACHED WITH TAMPER
PROOF FA S TENERS.
26
CONSTRUCT 12"x12" PREFABRI CA TED CONCRETE DRAIN BOX (BROOKS PRODUCT
2 EA
1212 OR APPROVED EQUAL) WITH HEEL PROOF TRAFFIC GRATE (112" MAXIMUM
OPENING PERPENDICULAR TO PATH OF TRAVEL) ATTACHED WITH TAMPER
PROOF FASTENERS.
FURNISH AND INSTALL DUAL 4" (SDR 35) DRAIN PIPE.
200 LF
28
FURNISH AND INSTALL 4" STORM DRAIN CLEANOUT.
4 EA
29
REMOVE AND RELOCATE EXISTING MAIL BOX
1 EA
30
ADJUST EXISTING WATER METER TO GRADE.
1 EA
31
FURNISH AND INSTALL 4 " AC PA VEMENT OVER 95% COMPACTED NA TI VE MA TERIAL
800 SF
32
FURNISH AND INSTALL CHAIN LINK FENCE AND GATE
80 LF
33
CONSTRUCT CURB INLET STRUCTURE PER FONTANA STD. 121.
1 EA
34
(MODIFIED TO HAVE A 10 " CURB OPENING)
CONSTRUCT (5'x5' MODIFIED) SIDEWALK TYPE JUNCTION STRUCTURE PER
1 EA
CITY OF FONTANA STD. 123.
STRIPING CONSTRUCTION NOTES
30
APPLY TWO 4" YELLOW STRIPES "NO PASSING PATTERN" PER CAL TRANS STD. A20A
DETAIL 21.
31
APPLY (TYPE 1) PAVEMENT ARROW -PER CAL TRANS TRAFFIC MANUAL.
s
32
FURNISH AND INSTALL "DO NOT ENTER" SIGN PER CALL TRANS STD. R11 AND R11A.
33
APPLY 8" WHITE LINE "CHANNEL IZING L INE " PER CAL TRANS DETAIL 38A.
34
FURNISH AND INSTALL "NO STOPPING" SIGN PER CAL TRANS STD. R250.
FURNISH AND INSTALL "VEHICLE WAITING EXEMPT" PLATE PER CAL TRANS STD.
R26E.
36
FURNISH AND INSTALL "RIGHT TURN ONLY" SIGN PER CAL TRANS STD. R41.
FURNISH AND INSTALL "DURING SCHOOL HOURS" PLATE PER CALTR ANS STD. R26E.
38
FURNISH AND INSTALL REL OCA TED EXISTING "END SCHOOL ZONE" SIGN PER CAL
TRANS
39
STD. W65-1.
"SIGNAL
FURNISH AND INSTALL REL OCA TED EXISTING AHEAD" SIG PER CAL TRANS
STD. W41 A .
VICINITY MAP
NOT TO SCALE
SHEET INDEX
SHEET No.
SHEET TI TL E
ARROW
BL VO
2
LOCUST AVENUE STREET IMPROVEMENTS
PROJECT SITEO
MERRILL
A VENUE
LOCUST AVENUE STREET STRIPING IMPROVEMENTS
Z
::5
Z
�'
RANDALL
A VENUE
LLJCz
o
EO.
Q
L
Q
LU
�
v
SAN
BERNARDINO
A VENUE
VALLEY
I
BLVD
rim -
VICINITY MAP
NOT TO SCALE
SHEET INDEX
SHEET No.
SHEET TI TL E
1
TITLE SHEET AND DETAILS
2
LOCUST AVENUE STREET IMPROVEMENTS
3
LOCUST AVENUE STORM DRAIN IMPROVEMENTS
4
LOCUST AVENUE STREET STRIPING IMPROVEMENTS
Prepared Under The Supervision Of : CITY OF FONTANA, CAIFORNIA
{rf EPiC ENGINEERS
CPUBLIC WORKS DEPARTMENT
CIVIL ENGINEERING LAND SURVEYING
PLANNING
CONSTRUCTION MANAGEMENT
`fDRAWN BY:
:,,_._ STREET IMPROI/EMENT PLAINS FOR SCALE
»»"»», ;;;';:: 101 E. REDLANDS BOULEVARD TELE 9U9 - 792 -x969 JR AS SHOWN
SUITE 146 FAX 909 - 792 - 8869 DESIGNED BY: LUSTAVENUE DATE:
REDLANDS, CA 92373
TLC _ E 312BI2002
CHECKED BY: _APPROt/ D BY DRAWING NO.:
3IM
Erick D. Potter Date : EDP CITY ENGINEER RCE 51152 DATE.' ��