HomeMy WebLinkAbout2670-1GENERAL NOTES:
i. ALL WORK SHALL BE IN ACC6RDANCE WITH THESE PLANS AND THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS'CONSTRUCTION (GREEN BOOK).
-2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY
LIMITS. ALL INSPECTIONS SHALL BE REQUESTED AT LEAST 24 HOURS
PRIOR TO THE START OF ANY WORK. CALL (909) 350-6632.
3. THE CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE.
4. CURVE DATA REFERS TO THE FACE OF CURB.
5. STATIONING REFERS TO THE.CENTERL,INE OF STREETS EXCEPT WHERE
OTHERWISE NOTED.
6. CONTRACTOR IS TO INSTALL" PAVEMENT MARKINGS AND STRIPING AS
REQUIRED BY THE CITY ENGINEER.
7. ALL UNDERGROUND WORKSHALL BE COMPLETED PRIOR TO PAVING OF STREETS.
B. LOCTIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM
AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR -TO DETERMINE THE 'TRUE LOCATION AND ELEVATION IN THE
FIELD OF ANY EXISTING UTILTIES, AND TO EXERCISE PROPER PRECAUTIONS
TO AVOID INJURY OR DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDER-
GROUND SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT
1-800-422-4133.
9. ALL MANHOLES AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED
6 INCHES BELOW FINISHED GRADE BY -SEWER CONTRACTOR AND SHALL BE
RAISED TO GRADE BY PAVING CONTRACTOR UPON COMPLETION OF PAVING.
10. ALL VALVE CANS -AND COVERS SHALL BE CONSTRUCTED 6 INCHES BELOW
FINISH GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY
PAVING CONTRACTOR UPON COMPLETION OF PAVING.
11. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD
DETAIL NO. 129. .
12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES
AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELE-
PHONE, ELECTRICAL, LIGHTING, CABLE TELEVISION," LANDSCAPING, LAND-
SCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM
DRAIN, FLOOD CONTROL SYSTEMS, ETC.
13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY
ENGINEER.
14. TYPE, LOCATION -AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE
DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE
CITY OF FONTANA STANDARD DETAILS.
15. CONTRACTOR IS INSTRUCtED TO REFER TO THESE -PLANS AND THE STANDARD
SPECIFICTAIONS AND WHERE THERE IS OR MAY BE A CONFLICT, SHALL
IMMEDIATELY REPORT SAID CONFLICT -OR POSSIBLE CONFLICT TO THE
OWNER'S REPRESENTATIVE.
16. SOIL STERILANT IS REQUIRED UNDER ALL ASPHALT PAVEMENT PRIOR TO
PLACING ASPHALT.'
17.'ALL EXPOSED CONCRETE'SURFACES SHALL CONFORM IN GRADE COLOR AND
FINISH TO ALL ADJOINING CURBS AND SIDEWALKS.
18. NO CONCRETE SHALL;BE PLACED UNTIL THE FORMS AND REINFORCING.STEEL
HAVE BEEN PLACED,'INSPECTED AND APPROVED.
A
19. THE WALLS AND FACES OF ALL,EXCAVATIONS GREATER THAN FIVE (5) FEET
IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING
OF THE GROUND OR OTHER EQUIVALENT MEANS. •TRENCHES LESS THAN FIVE
(5) FEET SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES
HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED:
20. :THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR
`TRENCH WORK IN NOTE 19 ABOVE FROM THE CALIFORNA STATE DIVISION
OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS'CONSTRUCTION, SECTION 306-1.1.6.
21. NO'TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE
CITY'S INSPECTOR. '
22. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO
CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR
ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR
DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST
SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGHOUT
THE GRADING OPERATIONS%
23. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE
CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN
.DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING HIS BID.
ANY ITEM OF WORK REQUIRED BY THESE PLANS, WHICH IS NOT SPECIFICALLY
LISTED IN THE ESTIMATE OF QUANTITIES,'SHALL BE CONSIDERED AS IN-
CIDENTAL -TO AND INCLUDED IN THE OTHER ITEMS OF WORK.
24. THE SOILS ENGINEER SHALL CERTIFY ALL BACKFILL.
Y
25. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY
ENGINEER. .
A
26. -ADEQUATE CONTROL STAKES SHALL BE SET BY ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS
AND CONTROL STAKING DURING CONSTRUCTION.
27. 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 GUNITE SWALES ENTERING OR
LEAVING IMPROVEMENTS. '
28. ALL.UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK
AROUND THEIR FACILITIES.
29. IF EXISTING UTILITIES OR ANY OTHER FACILIT-IES CONFLICT WITH THE
PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY
THE ENGINEER IMMEDIATELY.
30_ ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK
AROUND THEIR FACILITIES.
31. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR
STRUCTURAL STREET SECTION SHALL BE -,RECOMMENDED BY A GEOTECHNICAL
ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR
APPROVAL UPON,COMPLETION OF ROUGH GRADING.
32. PAVEMENT STRUCTURAL SECTIONS'SHOWN ARE MINIMUM AND SUBJECT TO
REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS
TAKEN AFTER COMPLETION OF ROUGH GRADING.
33. THE CONTRACTOR SHALL NOT•DISTURB EXISTING SURVEY MONUMENTS OR
BENCHMARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION WITH-
OUT PRIOR NOTIFICATION TO THE CIVIL ENGINEER. REMOVAL, AND RE-
PLACEMENT SHALL BE DONE BY.,A REGISTERED CIVIL ENGINEER OR LICENSED
LAND SURVEYOR. SURVEY MONUMENTS,. WHICH WILL BE DESTROYED AS A
RESULT OF THIS CONSTRUCTION,. SHALL BE REPLACED. CONTRACTOR SHALL
NOTIFY REGISTERED CIVIL, ENGINER OR LICENSED LAND -SURVEYOR ONE
WEEK PRIOR TO CONSTRUCTION SO THAT'`TIES TO MONUMENTS CAN BE
ESTABLISHED FOR LATER REPLACEMENT OF SAID MONUMENTS BY SAID
REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR.
No.62183 i
-30-Of
* Exp.-
. A .
CITY OF FONTANA PACIFIC BELL CO.,
25' GL 25'
ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER
8353 SIERRA AVENUE 3939 E. CORONADO STREET
15684-6 15684 7
FONTANA, CA 92335 ANAHEIM,. CA 92807
TOTAL
(909) 350-6632 (714) 666-5467
SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV)
ATTN: ALAN KESELOFF ATTN: JACK HAYES
16231 VALLEY BLVD. 1205 DUPONT AVENUE
36753 17220
FONTANA. CA 92335 ONTARIO, CA 91761
237826 S. F.
(909) 335-7781 (909) 390-4777 X 3055
7'
EMERGENCIES: (800) 427-2200
I
SO. CALIFORNIA EDISON COMPANY GENERAL TELEPHONE COMPANY
7'
ATTN: JAIME AMESZCUA ATTN: STEVE HOCKg
2 1500
(909) 357-6581 1400 E. PHILLIPS BLVD.
7GG2 1095 10G7
7951 REDWOOD AVENUE ONTARIO, CA 91766
W
FONTANA, CA 92335 (800) 422-4133
(909) 820-5598 - UNDERGROUND
w
(909) 820-5137 - TRANSMISSIONS
Q
(213) 637-1233 - PIPELINES
-
(909) 357-6589 - DISTRIBUTION
G GG3S. F
(800) 422-4133
G
CRAWFORD CANYON MUTUAL WATER CO. FONTANA WATER COMPANY
ATTN: BILL VANDRKIEFT, JR. ATTN: AL KROHN
6
(619) 868-6040 8440 NUEVO AVENUE
-4 4 -
FONTANA, CA 92335
2
(909),822-2201 X 323
-
FAX: (909) 823-5046
UNDERGROUND SERVICE ALERT
I
8031 3262
(800) 422-4133
44451 S.F.
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
6 2
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS;
4 EA.
(n
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
G- C.F.
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
l
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
v
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON-
CTYPJ O 03'
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
- -- - 7 _ S
5 7
SHOWN ON THESE DRAWINGS.
30 E A.
27.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS-
LEVEL LINEIZ
IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
- a - - - 4
G
3
OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
V
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
g . -- 3
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
2 3 3
-
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
3857 2394 --1064
2394 '2000
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
CONSTRUCTION NOTES: QUANTITIES:
15684-1
15684-2 15684-3 15684-4
O CONSTRUCT 4' A.G. PAVEMENT CMIN.) OVER 12' OF 957. COMPACTED 2 6 G14
23071 21592 .29181
NATIVE MATERIAL (SEE GENERAL NOTES 31 + 32)
O2 CONSTRUCT G' P.G.G. CURB + GUTTER PER CITY STD. DWG. NO. 101 1398
1135 893 1457
O3 CONSTRUCT P.G.G. GROSS GUTTER PER CITY STD. DWG. NO. 104 1471
760 1507
(MODIFIED Tv 81W10E)
4O CONSTRUCT CURB RAMP PER CITY STD. DWG. NO. 104A 4
2 2 4
f�5 CONSTRUCT 4' P-C.C. SIDEWALK PER GTY STD. DWG_ NO. 105A. 'W' PER PLAN - 58641
3641 3003 -5597
O CONSTRUCT LOCAL DEPRES51ON PER CITY 5TD. DWG. NO. 121. WIDTH PER PLAN
�7 ADJUST MANHOLE FRAME + COVER TO GRADE PER CITY STD. DWG. NO. 109 4
4 2 3
OS ADJUST VALVE BOX AND COVER TO GRADE PER GTY 5TD. DWG. NO. 130 G
3 3 3
O9 NSTALL 5800 LUMEN STREET LIGHT5(BY OTHERS) - 4
3 2 3
1� CONSTRUCT DRIVEWAY APPROACH C W PER PLAN ) PER .GTY 5TD. DWG. NO. 103 2261
2793 2128 2793
11 CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 118. OF PHASED. -
12 INSTALL 2' X 4' REDWOOD HEADER. OF PHASED.
13 INSTALL STREET NAME SIGN PER CITY 5TD. DWG. NO. 139. 3
1 1 2
14 REMOVE EXISTING BARRICADE.
PREPARED, IN
15 INSTALL STOP SIGN. - t
R/W
TYPICAL SECTION
54' R/W
N.T.5.
Underground Service Alert
TAlert
CALL
TOLL FREE
1-800
422-4133
0 WORIUNG DAYS BEFORE YOU DIG
PLANS PREPARED FOR
LEWIS HOMES OF CALIFORNIA
ATTN: MR. GERRY BRYAN
1156 N. MOUNTAIN AVENUE
P.O. BOX 670
UPLAND, CA. 91786
PHONE: (909) 985-0971
PAI
i
VICINITY MAP '
NOT TO SCALE
LOCATION MAP R
N�
N
25' GL 25'
15684-5
15684-6 15684 7
15684-8 15684-9 15684
TOTAL
1O 30360
36753 17220
12620 - 20394 - 20021
237826 S. F.
7'
18 I 18'
7'
2 1500
1945 _ 1028
7GG2 1095 10G7
12284 L. E'
(
- 3 -- _ ----723 --1409
-
753
G GG3S. F
G
6
-4 4 -
4-
2
22 E A.
- 5 5867
8031 3262
2349 36213 3208
44451 S.F.
6 2
2 -
4 EA.
G- C.F.
l
CTYPJ O 03'
-
- -- - 7 _ S
5 7
1 3 1-
30 E A.
27.
LEVEL LINEIZ
- a - - - 4
G
3
31- E A.
V
_�
g . -- 3
5 - 3
2 3 3
31 E A.
O - - -- --2793 -
3857 2394 --1064
2394 '2000
25137 S.F
WING INtii
-
13 - 3
4
1 1
1G EA.
TYPICAL SECTION
PREPARED, IN
1
-3 E A.
MMPILED AND
WILL NOT BE
50 \R/W-
Y
AISSIONS WHICH
10C UMEWSAS
N� 5
BEN/CH MARK: #615
BASIS OF BEARINGS:
THE BEARING OF N89030'06' ALONG
CITY OF
FONTANA, CALIFORNIA
-
--
RAILROAD SPIKE AT INTERSECTION
THE NORTH LINE OF SECTION 30
=
OF CITRUS AVE. AND LOS CEDROS
TOWNSHIP i NORTH RANGE 5 WEbT
SAN BERNARDINO MtRIOIAN AS SHbWN
AVE.. IN POWER POLE NO. 9011E
ON RECORD OF SURVEY FILtO IN BOOK
ON THE EAST SIDE OF CITRUS AVE.
USDAATEFAIRFBERIY WAS
LS THE ANGS
ELEVATION: 1467 99
FOR THIS MAP
DRAWN BY:
SIERRA LAKES
SCALE:
d�170/
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC. QAOFESSIO
!F
DESIGNED:
TRACT NO. : 15684
AS SHOWN
_
Q�� �ILTO/y
OF THE INLAND EMPIRE
STREET PLANS
10601 CHURCH STREET STE . 107'
o
CHECKED:
DATE:
-
RANCHO CUCAMONGA, CA 91730
N0. i4814
TITLE SHEET
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PHONE (909) 948-1311
Exp: 3-31-01
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JOB NO
DWG . NO .
SHEET N0.
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APPROVED
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OF
1 1
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DATE DATE
OALIF�Q
826-1163
670
2670
REVISIONS
APPROVAL
APPROVAL
J . . MADOLE R . C . E . 14814 DATE
CITY ENGINEER R.C.E. 25126