HomeMy WebLinkAbout5089-1GENERAL NOTES
1. ALL WORK SHALL BE DONE 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 CANNOT 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 EXCAVATION 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 THEN 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 HERE 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 HYDRANTS OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION.
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED.
14. 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.
15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO
THE CITY ENGINEER.
16. 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.
17. 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.
18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
19. 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.
20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
21. 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.
22. 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.
23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.
24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY,
NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT.
25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH
CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR VCP.
26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.
27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS.
CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY
EASEMENT EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM
THE UTILITY EASEMENT.
31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF CURB AT THE LOCATION OF THE SEWER LATERAL.
32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
AND ALL AFFECTED AGENCIES IMMEDIATELY.
33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON
COMPLETION OF PAVING.
37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL
DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS
TO THE CITY ENGINEER.
SEWER LATERAL SCHEDULE
LOT NO.
DESIGN STA.
AS -BUILT STA.
BACKFLOW VALVE
1
14+95
14+90
NO
2
14+58
10-68
NO
3
13+98
14+96
NO
4
13+13
144
NO
5
12+77
12* »
NO
6
12+17
J2+ 17
NO
7
11+57
11 + 57
NO
8
10+97
io+97
NO
910+13
{909)
10+1.j
NO
10
9+68
9+&8
NO
11
9+68
9 + l08
NO
12
10+18
10t 16
NO
13
11+03
11+04
NO
14
11+38
11+40
NO
15
11+98
11+90
NO
16
12+83
12+09)
NO
17
13+18
1*I4, 18
NO
18
13+79
14+79
NO
19
14+63
14+4
NO
20
15+00
10 fi00
NO
0 . V .ENGINEERING AND ASSOCIATES
LAND PLANNING AND CIVIL ENGINEERING
242 E. AIRPORT DRIVE, STE. 212 - SAN BERNARDINO. CA 92408
PHONE (909) 884-7090 EMAIL: suresh@sdengineering.net
Su,.,, t'j" -_
SURESH DODDIAH R.C.E. 36361 DATE
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BEFORE DAYS BEFORE
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TOLL FREE 1-800-227-2600
OF CA1
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
SEWER IMPROVEMENT PLANS
14'
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34'
20'
FOR
TRACT 17634
POR, X 1/2 LOT 495 NIL), -11-12
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NB9'55'19"E 659.98'
TRACT NO,
INDEX MAP
SCALE= 1"=60'
20'
30
6 IM, 19- / r/Jl@
- CURB CUR
29:
............:.' ........ 2-�
5' 5 15
3'. GAS -j
8" SEWER �_B" SEWER �8" WATEF
TYPICAL SECTION
MANGO AVENUE
N.T.S.
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10'
BASE LINE
HOLGUIN CT
MILLER
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AVENUE
UTILITY NOTIFICATIONS BASIS OF BEARINGS:
CITY OF FONTANA
PACIFIC BELL CO.
BASIS OF BEARINGS WAS TAKEN FROM THE CENTERLINE OF MANGO AVENUE,
8353 SIERRA AVENUE
ATTN: VIRGINIA BECKER
3939 E. CORONADO STREET
SHOWN AS WOO *00'23"E. PER TRACT 13246 RECORDED IN BOOK 195 OF
FONTANA, CA 92335
(909) 350-6632
ANAHEIM, CA 92807
MAPS, PAGES 77-7B, RECORDS OF THE COUNTY OF SAN BERNARDINO,
CONST.
(714) 666-5467
STATE OF CALIFORNIA.
SR THERN CA IFRpRNIA GAS COMPANY
UNDERGROUND SERVICE ALERT
AIT ITN: NNILUG REEMAN
(800) 227-2600
EA
W.
1981 W. LUGONIA AVE.
CONST.
PRIVATE ENGINEERS NOTICE
REDLANDS CA. 92374
(909) 33�-7547
COMCAST (CABLE TV)
TO CONTRACTOR:
EMERGENCIES: (800) 427-2200
ATTN: JACK HAYES
1205 DUPONT AVE.
20
EA
ONTARIO, CA 91761
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES,
CC LL pp II COMPANY
QUTN. PEP
(909) 390-4738
CONDUISEEARCHTOF ORSTRUCTURESSHOWN
TAVAILAB
PE RFS TREETEDISON
PER CITY
RECORDS. TOTHESE
E THE BEST OF OUROBTAINED
KNOWLEDGE.
RIALTO, CA 92376
820-5598 -- UNDERGROUND
GENERAL TELEPHONE CO.
THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS.
{909)
ATTN: STEVE HOCK
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
1909)) 875-5100 -- TRANSMISSION
1400 E. PHILLIPS BLVD.
PROTECT THE UTILITIES SHOWN ON THESE DRAWINGS. THE CONTRACTOR
(213) 637-1233 -- PIPELINES
ONTARIO, CA 91766
FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY
(800) 422-4133
PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE
pp UU LL
ATTN: BILLAVANDERKIEFT,WJR. CO.
DRAWINGS.
FpNTANA WATER COMPANY
(619) 868-6040
ATTN: BRENDA FOWLER
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
15966 ARROW ROUTE
FONTANA CA 92235
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCT-
(909) 8�2-2201
ION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.
FAX (909) 823-5046
THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED
TO NORMAL WORKING HOURS' AND THAT THE CONTRACTOR SHALL DEFEND,
INDEMNIFY, AND HOLD THE CITY OF FONTANA, THE OWNER, AND THE ENGINEER
NOTES:
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION
w�
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
1. EXCEPT
AS INDICATED HEREON
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
THE PROJECT PLANS,
UNAUTHORIZED CHANGES & USES:
SHALL CONFORM TO
STANDARD PLAN 200 PRECAST
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE
CONCRETE
SEWER MANHOLE.
FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE
PLANS.
LEGEND
8" EXTRA STRENGTH VCP
O MH
SEWER LATERAL W/WYE
C)
1-1
C5
i
1
u
f
E
EXISTING 8" VCP SEWER PER
CITY OF FONTANA PUBLIC WORKS
DEPARTMENT SEWER DWG. NO. 1005,
SHEET 4
EXISTING SEWER MANHOLE
AVENUE
ELAINE AVE
AVENUE
w
Z
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VICINITY MAP N
NTS
REVISION DESCRIPTION DATE ENGR. CITY DATE 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.
Ay &mr /REGoRO 9RAW1IV6
�9
BENCH MARK:
CITY OF FONTANA BENCHMARK
N0. 263 FOUND CHISLED "X" IN
WEST END OF SOUTHWEST CURB
RETURN AT INTERSECTION OF
JUNIPER AVENUE AND MILLER
AVENUE.
ELEVATION: 1362.44
FH II, LLC, A CALIFORNIA LIMITED LIABILITY CO.
ATTN: MR. SHANE BOUCHARD
8300 UTICA AVENUE, SUITE 300
RANCHO CUCAMONGA, CA 91730
PH: (909)-354-800
SHEET INDEX
INDEX
SHEET
SHEET 1
SEWER
PLAN & PROFILE - MANGO AVENUE
SHEET 2
SEWER
PLAN & PROFILE - ELAINE AVENUE
SHEET 3
FRAME 8 COVER
STD. PLAN 632
3" MAXIMUM
MORTAR
ADJUSTING_
„ RINGS AS m
30,DIA. REQUIRED
8Z
SHELF w a
SLOPE p
I" IN 12i� iv N
MORTAR
I �
TINL!,,EIT' I �` t t0U LET -ZZ
~ I VARIABLE
.560-B-3250/.. a.
SECTION B -B 'w
UNDISTURBED EARTH
OPTIONAL BASE II �I
I - I
1 I I
CONSTRUCTION NOTES
QUANTITIES
Q1 -
CONST.
8" EXTRA STRENGTH V.C.P. SEWER LINE
913
LF
2�
CONST.
STANDARD CAST -IN PLACE 48" MANHOLE PER CITY STD NO. 2001 4
EA
R
CONST.
48" PRECAST CONCRETE SHALLOW MANHOLE PER APWA STD NO.
201-0 1
EA
4�
CONST.
SEWER LATERAL/HOUSE CLEAN-OUT PER CITY STD N0. 2005
680
LF
5�
CONST.
CONC. SEWER CLEANOUT BOX PER CITY STD NO. 2006
20
EA
6�
TRENCH
AND RE -SURFACE 3.5' STRIP ON MANGO AVENUE
1,197
SF
-
PER CITY
OF FONTANA STD NO. 1008
(SHELF)
FRAME 8 COVER
STD. PLAN 632
3" MAXIMUM
MORTAR
ADJUSTING_
„ RINGS AS m
30,DIA. REQUIRED
8Z
SHELF w a
SLOPE p
I" IN 12i� iv N
MORTAR
I �
TINL!,,EIT' I �` t t0U LET -ZZ
~ I VARIABLE
.560-B-3250/.. a.
SECTION B -B 'w
UNDISTURBED EARTH
OPTIONAL BASE II �I
I - I
1 I I
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
I
(SHELF)�\
I
PUBLICCN80S
PRECAST CONCRETE SHALLOW MANHOLE
C0M11AnEtNC.
GREEN20OK COMMITTEE
201 _ 0
1984
SHEET t OF 1
w
f I SLOPE I�� IN 12��
__j
G
r
MORTAR•-
?
0
� FLOW
;A:; ,' .. :.:'.. cu
1'
_
-
`\\
(SHELF)
I
'.•::: "s : '-'.: i� �� I
• :. .
1
"':-'•':':'.!::r PIPE
PLAN
SECTION A -A
NOTES:
w�
1. EXCEPT
AS INDICATED HEREON
OR ON
THE PROJECT PLANS,
MANHOLES
SHALL CONFORM TO
STANDARD PLAN 200 PRECAST
CONCRETE
SEWER MANHOLE.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY
STANDARD PLAN
PUBLICCN80S
PRECAST CONCRETE SHALLOW MANHOLE
C0M11AnEtNC.
GREEN20OK COMMITTEE
201 _ 0
1984
SHEET t OF 1
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
DRAWN BY:
DESIGNED BY:
EB
CHECKED BY:
SO
DR # 11-006
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
TRACT 17634 SCALE:
1 "=40'
0 AVENU AND ELAINE COURT GATE:
A BY. /- ' � . DRAWING NO.: i
CITY ENGIrEER R.C.E. 51152 �O DATE: 5089 3