HomeMy WebLinkAbout5615-1GENERAL 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 ENIGNEER 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 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
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.
r
INDEX MAP
SCALE:1 "=200'
W'LY
R/W 68'
i CL
� 12'
10' -�
LANDSCAPE LOT 6'
2:1 MAX. i 6'
2% MIN.
2:1 MAX. 2% -
CONCH
SIDEWALK
CONIC. CURB J
& GUTTER
LEGEND
CITY OF FONTANA
STREET IMPROVEMENT PLANS
FAA
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0
CD
CV
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v
rI,
E'LY
R/W
LANDSCAPE LOT
@ ARBORETUM TRAIL
22' 22' 12' 1.14'
110'
I 6 1'
2% 2% _2% 2:1 MAX.
PROP. AC CONC. CURB SIDEWALK
PAVEMENT & GUTTER
ARBORETUM AVENUE
68' R/W
NOT TO SCALE
A.C.
ASPHALTIC CONCRETE
B.C.
BEGIN CURVE
B.V.C.
BEG. VERTICAL CURVE
B.W.
BACK SIDEWALK
C.B.
CATCH BASIN
C.L.
CENTERLINE
E.C.
END CURVE
E.P.
EDGE PAVEMENT
E.G.
EDGE GRADE
E.V.C.
END VERTICAL CURVE
F.L.
FLOW LINE
F.S.
FINISH SURFACE
G.B.
GRADE BREAK
H.P.
HIGH POINT
INV.
INVERT
O.C.
ON CURVE
P.C.C.
PORTLAND CEMENT CONCRETE
TOLL FREE 811
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
(R)
RIDGE LINE
R/W
RIGHT OF WAY
TAN.
TANGENT
T.C.
TOP OF CURB
W
WIDTH
V
VERTICAL DEPTH
(590.69)
INDICATES EXISTING ELEVATION
590.69
INDICATES PROPOSED ELEVATION
[590.69]
INDICATES FUTURE ELEVATION
INSTALL STREET LIGHT PER MASTER STREET LIGHT PLANS.
INDICATES SLOPE 2:1
0
AC PAVEMENT
5 CONSTRUCT 8" P.C.C. CURB ONLY PER CITY STD. PLAN NO.1000.
REMOVAL
3.
GRIND
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o
EDGE OF PAVEMENT
REVISION DESCRIPTION
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SIGNING AND STRIPING GENERAL NOTES
1.
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA DEPARTMENT OF ENGINEERING PRIOR
I
2,128 TONS
TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS
------ - -
2 CONSTRUCT 8" CURB FACE P,C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
F,,,�
2.
ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROLS SHALL CONFORM TO THESE PLANS, THE
CONC. CURB
25' 12'-20' VARIES -33'
CITY OF FONTANA STANDARD SPECIFICATIONS, THE CITY'S SPECIAL PROVISIONS, SECTION E, THE STANDARD
33 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO.1006 (W=PER PLAN).
20,263 S.F.
PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA, DATED 2010, AND THE CALIFORNIA MANUAL OF
"'' w
INSTALL STREET LIGHT PER MASTER STREET LIGHT PLANS.
UNIFORM TRAFFIC CONTROL DEVICES, DATED 2014.
%� ;' Z N
FOR SPECIFICATIONS.
5 CONSTRUCT 8" P.C.C. CURB ONLY PER CITY STD. PLAN NO.1000.
226 L.F.
3.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN TEMPORARY TRAFFIC CONTROL AT ALL
�' >
o
' INVOLVING UNDERGROUND FACILITIES, UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY THE
TIMES.
CONC. U.S.A.
4.
ALL SIGNS SHALL BE INSTALLED PER CITY STANDARD DETAIL 4003, UNLESS OTHERWISE SHOWN ON THE PLANS. "
'''� DUNCAN JEYON ROAD Z
5.
ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE NOTED. W
I TE
6.
SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 ON ROADWAYS WITH
-
DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
RAISED MEDIANS.
<
7.
SUBSTITUTE DETAIL 14A STRIPING FOR DETAIL 12 STRIPING FOR ROADWAYS WITH RAISED MEDIANS. '�
a
8.
STRIPING AND PAVEMENT MARKINGS TO BE REMOVED SHALL BE REMOVED BY SANDBLASTING. "
W W
9•
CONTROL POINTS OR "CAT TRACKING" SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPLICATION OF
N
2,576 SF
PAVEMENT STRIPING AND LEGENDS. NOTIFY THE CITY AT LEAST TWO DAYS PRIOR FOR APPROVAL OF "CAT
COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS.
TRACKING".
CAS I GRANDE AVE UE F_
10.
BLUE RAISED PAVEMENT MARKERS SHALL BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CITY STANDARD
COLOR TO BE C-27 WESTWOOD BROWN
PLANS.
VICINITY MAP
11.
AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL
NOT TO SCALE
SEE DETAIL ON SHEET 2.
PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTOCAD FILES TO THE CITY ENGINEER.
SCOFIELD. STAMP TO BE HEAVY STONE
CONSTRUCTION NOTES
QUANTITIES
TEXTURE MAT" BY BUTTERFIELD COLOR
CONSTRUCT 6.5"(MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL
52 825 S.F.
"RANDOM SLATE" STAMPED AC
6'
COMPACTED TO 95% PER CITY STD. PLAN NO. 401.
2,128 TONS
PATTERN BY STREETPRINT.
------ - -
2 CONSTRUCT 8" CURB FACE P,C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.
2,048 L.F.
COLOR TO BE "SAN DIEGO BUFF
SIDEWALK
- PAD --------------
CONC. CURB
25' 12'-20' VARIES -33'
& GUTTER
33 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO.1006 (W=PER PLAN).
20,263 S.F.
6' CL
CONCRETE PAVING; SEE PLAN
INSTALL STREET LIGHT PER MASTER STREET LIGHT PLANS.
8 EA.
NATURAL CONCRETE BAND OR
FOR SPECIFICATIONS.
5 CONSTRUCT 8" P.C.C. CURB ONLY PER CITY STD. PLAN NO.1000.
226 L.F.
GUTTER WITH TOPCAST #3 STAINED
7
_
' INVOLVING UNDERGROUND FACILITIES, UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY THE
FINISH BY L.M. SCOFIELD. COLOR TO
CONC. U.S.A.
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN N0.1003.
4 EA.
BE CS -2 "PADRE BROWN".
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS
Of
DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
NOT USED
- EA.
-
DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
ARBORETUM AVENUE (ENTRANCE)
`9
t
8 ADJUST WATER VALVE TO GRADE PER CITY STD. PLAN NO. 2000. _ _
6 EA,
NOT TO SCALE
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER
`0
PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER
&CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403.
2,576 SF
STAMPED COLORED CONCRETE FIELD.
COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS.
CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC.
_ _
COLOR TO BE C-27 WESTWOOD BROWN
10 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3000. _ _
_ _ 2 EA,
W/ITH A-24 "RUSSET" RELEASED BY L.M.
# 3 REBAR @ 12" O.C. * CLASS 2 ROAD BASE
SEE DETAIL ON SHEET 2.
SCOFIELD. STAMP TO BE HEAVY STONE
11 CONSTRUCT 8" TO 6 CF CURB TRANSITION.
28 L.F.
TEXTURE MAT" BY BUTTERFIELD COLOR
* MINIMUM SPEC. SEE
12 CONSTRUCT NATURAL CONCRETE FIELD WI TOPCAST #3 FINISH AND SAW -CUT GRID
WITH 36" SQ. SAWCUT GRID AS SHOWN.
SOILS REPORT FOR
@ 36" O.C. PROVIDE 6" WIDE SMOOTH TROWEL BAND AROUND PERIMETER.
_ 310 SF
FINAL SPECIFICATIONS
13 NOT USED
- EA.
14CONSTRUCT BARRICADE PER STD. PLAN NO. 4000. _ _ _
2 EA.
VEHICULAR CONCRETE PAVING
15 INSTALL "BLUE DOT" F.H. MARKER PER CITY STD. PLAN NO. 6001.
2 EA.
NO SCALE
16 CONSTRUCT ENHANCED PAVEMENT PER DETAIL ON THIS SHEET.
6,135 S.F.
SIGNING AND STRIPING CONSTRUC110N NOTES:
20 INSTALL R-1 STOP SIGN PER MUTCD.
2 EA.
-
21 APPLY 12" WHITE LIMIT LINE.
2 EA.
22 APPLY STOP LEGEND.
3 EA.
23 INSTALL W3-1 "STOP AHEAD" SIGN ON PROPOSED STREET LIGHT POLES.
2 EA.
24 INSTALL R-26(S)(CA) "NO STOPPING ANY TIME" SIGN ON PROPOSED STREET LIGHT POLES.
8 EA.
ENHANCED PAVING DETAIL 6 25 APPLY THERMOPLASTIC PAVEMENT MARKING AS SHOWN. 2 EA.
NO SCALE 26 APPLY DOUBLE YELLOW STRIPING PER DETAIL 22. _ 60 L.F.
W'LY
R/W
VARIES -30'
SHEET INDEX
SHEET NO.
6'
1
2%
2:1 MAX.
------ - -
2% MIN. �''
CONC. J
RESPONSIBLE FOR DISCREPANCIES IN FINAL CONSTRUCTION QUANTITIES.
SIDEWALK
- PAD --------------
CONC. CURB
25' 12'-20' VARIES -33'
& GUTTER
SHEET INDEX
SHEET NO.
DESCRIPTION
1
STREET IMPROVEMENT TITLE SHEET
2 - 3
ARBORETUM AVENUE STREET PLAN AND PROFILE
VARIES
THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS
THE ENGINEER OF RECORD.
CITY OF FONTANA UTILITY NOTIFICATION LIST
SEWER:
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CA 92335
PHONE: 909.350.6632
GAS:
SOUTHERN CALIFORNIA
GAS COMPANY
16231 VALLEY BLVD.
FONTANA, CA 92335
PHONE: 909.428.8411
DATE I ENGR. I CITY I DATE
CABLE:
TIME WARNER CABLE
1205 DUPONT AVENUE
ONTARIO, CA. 91761
PHONE: 909.390.4738
TELEPHONE:
AT&T
11464 TELEGRAPH ROAD
SANTA FE SPRINGS, CA 90670
PHONE: 714.666.5415
(27_INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 4003. 2 EA.
R W ENGINEER'S NOTICE TO CONTRACTOR
RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES PRIOR TO BIDDING AND
CONSTRUCTION. THE ENGINEER IS NOT
VARIES
THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS
RESPONSIBLE FOR DISCREPANCIES IN FINAL CONSTRUCTION QUANTITIES.
WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING
UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER NEITHER ASSUMES ANY LIABILITY AS TO
25' 12'-20' VARIES -33'
VARIES -30' THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON
6' CL
EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND
6'
10' PAD FOR ANY DAMAGE OR PROTECTION OF THESE LINES.
MED.CURB MED.CURB
OF
THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.), PHONE NUMBER 1-800-227-2600 TWO WORKING
_ 2% 2%
- -y------.��---
�% 2:1 MAX. DAYS BEFORE DIGGING. NO CONSTRUCTION PERMIT, ISSUED BY THE PUBLIC WORKS DEPARTMENT, SHALL BE VALID
•--==�-- 2%MIN.
_
' INVOLVING UNDERGROUND FACILITIES, UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY THE
1156 N. MOUNTAIN AVE.
CONC. U.S.A.
PROP. AC CONC. CURB
SIDEWALK
PAVEMENT & GUTTER
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS
Of
DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
PHONE: 909.985.0971
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL
-
DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
ARBORETUM AVENUE (ENTRANCE)
ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM
t
THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
@ DUNCAN CANYON ROAD
NOT TO SCALE
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER
PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER
OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. CONTRACTOR SHALL
COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS.
CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC.
THE ENGINEER PREPARING THESE PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO
OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS SHALL BE REQUESTED IN WRITING AND MUST BE APPROVED BY
THE ENGINEER OF RECORD.
CITY OF FONTANA UTILITY NOTIFICATION LIST
SEWER:
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CA 92335
PHONE: 909.350.6632
GAS:
SOUTHERN CALIFORNIA
GAS COMPANY
16231 VALLEY BLVD.
FONTANA, CA 92335
PHONE: 909.428.8411
DATE I ENGR. I CITY I DATE
CABLE:
TIME WARNER CABLE
1205 DUPONT AVENUE
ONTARIO, CA. 91761
PHONE: 909.390.4738
TELEPHONE:
AT&T
11464 TELEGRAPH ROAD
SANTA FE SPRINGS, CA 90670
PHONE: 714.666.5415
FONTANA, CA. 92336
PHONE: 909.357.6221
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE 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.
A BRASS DISK AT THE SOUTHEAST CORNER OF
CASA GRANDE AVENUE AND SIERRA AVENUE.
ELEVATION: 1739.006'
AS N 01°10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
�,?QFESS/pN
(-NMADOLE
Z_, 9302 PITTSBURGH AVE., SUITE 230 DRAWN BY:
No. 36637 C .Zm) RANCHO CUCAMONGA, CA, 91730 DM /SCL
PHONE 909.481.6322
Exp: 06-30-18 Oineerj Communities for Life FAX 909.481.6320 DESIGNED BY:
ISCL
PC/CAL�FA_�Qtb
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CHECKED BY:
WENDE L L. IWATS RU EXP. 30- 8 WLI
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CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
0
ch
TITLE SHEET SCALE:
AS SHOWN co
LO
ARBORETUM AVENUE DATE: N
NOVEMBER, 2016
APPROVED BY: DRAWING NO.1 Z
6/8/17
CITY ENGINEER R.C.E. 51152 DATE 5615 3
J:\126-2358\street\ST01-Zstreet.dwg, 4/22/2017 11:57:59 AM, DWG To PDF.pc3
QUANTITIES SHOWN HEREON ARE PROVIDED FOR PERMIT AND BONDING PURPOSES ONLY. CONTRACTOR SHALL BE
WATER:
RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES PRIOR TO BIDDING AND
CONSTRUCTION. THE ENGINEER IS NOT
WEST VALLEY WATER DISTRICT
RESPONSIBLE FOR DISCREPANCIES IN FINAL CONSTRUCTION QUANTITIES.
855 W. BASELINE ROAD
RIALTO, CA 92377OWNER/DEVELOPER
ENGINEER:
PHONE: 909.875.1361
ELECTRIC:
NORTH FONTANA INVESTMENT CO.,LLC
MADOLE AND ASSOCIATES, INC.
1156 N. MOUNTAIN AVE.
9302 PITTSBURGH AVE., SUITE 230
0
SOUTHERN CALIFORNIA
BENCH MARK: # B_7
BASIS OF BEARINGS: UPLAND, CA 91786-0670
RANCHO CUCAMONGA, CA 91730
Of
EDISON COMPANY
PHONE: 909.985.0971
PHONE: 909.481.6322
-
7951 REDWOOD AVE. SAN BERNARDINO COUNTY BENCHMARK # 6-7.D
THE CENTERLINE OF CITRUS AVENUE AS
ON RECORD OF SURVEY 35/9 TAKEN CONTACT: STACEY SASSAMAN
CONTACT: MAK N
t
FONTANA, CA. 92336
PHONE: 909.357.6221
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE 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.
A BRASS DISK AT THE SOUTHEAST CORNER OF
CASA GRANDE AVENUE AND SIERRA AVENUE.
ELEVATION: 1739.006'
AS N 01°10'30" W WAS USED AS THE BASIS
OF BEARINGS FOR THIS MAP.
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(-NMADOLE
Z_, 9302 PITTSBURGH AVE., SUITE 230 DRAWN BY:
No. 36637 C .Zm) RANCHO CUCAMONGA, CA, 91730 DM /SCL
PHONE 909.481.6322
Exp: 06-30-18 Oineerj Communities for Life FAX 909.481.6320 DESIGNED BY:
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CHECKED BY:
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CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
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TITLE SHEET SCALE:
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ARBORETUM AVENUE DATE: N
NOVEMBER, 2016
APPROVED BY: DRAWING NO.1 Z
6/8/17
CITY ENGINEER R.C.E. 51152 DATE 5615 3
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