HomeMy WebLinkAbout2666-2GENERAL NOTES
1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD
SPECI FI CATI ONS, PUBLI C WORKS DEPARTMENT, CI TY OF FONTANA, AND THE STANDARD SPECI FI CATI ONS FOR PUBLI C WORKS CONSTRUCTI ON,
LATEST EDITION.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK WITHIN THE CITY
LI MI TS. ALL I NSPECTI ON REQUESTS SHALL BE MADE THROUGH THE CI TY OF FONTANA ENGI NEERI NG DI VI SI ON AT LEAST 24 HOURS PRI OR TO
THE START OF ANY WORK AT ( 909) 350-6632.
3. STATI ONI NG REFERS TO THE CENTERLI NES OF STORM DRAI NS AND REFERENCE MADE TO CENTER LI NE OF STREET STATI ONI NG EXCEPT WHERE
OTHERWISE NOTED.
4. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN COLOR AND FINISH TO ALL ADJACENT.
5. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED, AND APPROVED.
6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS.
7. LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN ON THE PLANS PER AVAILABLE RECORDS._ THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. THE CONTRACTOR SHALL CALL USA AT LEAST TWO WORKI NG DAYS PRI OR TO
EXCAVATING.
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FI VE ( 5) FEET I N DEPTH SHALL BE EFFECTI VELY GUARDED BY A SHORI NG
SYSTEM, SLOPING OF THE GROUND OR OTHER APPROVED METHODS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN
EXAMINATION INDICATES GROUND MOVEMENT MAY BE EXPECTED.
9. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE #8 ABOVE FROM CAL
OSHA.
10. ALL MANHOLES SHALL BE CONSTRUCTED 6' BELOW PAVEMENT GRADE AND BROUGHT TO FINISHED GRADE BY THE PAVING CONTRACTOR AFTER
PAVEMENT IS CONSTRUCTED. IN AREAS WHERE THERE WILL BE NO ASPHALT PAVING MANHOLES SHALL BE CONSTRUCTED 6' ABOVE FINAL GRADES.
11. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTERS, THE CONTRACTOR SHALL DILIGENTLY
PURSUE THAT PORTION OF WORK TO COMPLETION.
12. ALL STORM DRAIN INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER MANUFACTURER'S SUGGESTED METHOD UNLESS OTHERWISE
SPECIFIED ON THE PLANS.
13. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM SPECIFIED BY THE SOILS ENGINEER AND APPROVED BY THE CITY
ENGINEER SHALL BE INSTALLED TO DEWATER SAID AREA.
14. NO BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CI TY' S INSPECTOR.
15. ALL METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS UNLESS OTHERWISE SPECIFIED BY
THE ENGINEER.
16. DRAWINGS OF RECORD SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR.
17. THE CONTRACTOR SHALL NOT DISTURB EXISTING MONUMENTS OR BENCH MARKS NOTED ON THE PLANS OR FOUND DURING CONSTRUCTION
WITHOUT PRIOR NOTIFICATION TO THE ENGINEER. REMOVAL AND REPLACEMENT OF SUCH SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR
LAND SURVEYOR. SURVEY MONUMENTS, WHICH WIILL BE DESTROYED, AS A RESULTOF THIS CONSTRUCTION SHALL BE REPLACED. CONTRACTOR
SHALL NOTIFY THE ENGINEER ONE-WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT
BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR.
18. ENGINEER OF RECORD SHALL BE RESPONSIBLE TO PROVIDE RECORD DRAWINGS TO THE CITY PRIOR TO ACCEPTANCE OF THE PROJECT.
19. CONTRACTOR SHALL BE REQUIRED TO MAINTAIN TWO-WAY TRAFFIC AT ALL TIME. ALL TRAFFIC CONTROL SIGNS AND DEVICES SHALL BE IN
PLACE TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER PRIOR TO START OF ANY WORK IN THE PUBLIC RIGHT OF WAY.
20. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE WORK DAY, UNLESS SECURED BY K -RAILS OR TRENCHING TO THE SATISFACTION
OF THE CITY ENGINEER AND TRAFFIC ENGINEER.
21. CONTRACTOR SHALL BE REQUIRED TO FULFILL ALL THE NPDES PURSUANT REQUIREMENTS.
22. THE CONTRACTOR SHALL IMMEDIATELY NOTI FY CITY PUBLIC WORKS INSPECTOR OF CITY ENGINEER'S OFFICE AND ENGINEER OF RECORD IN
CASE OF ANY DISCREPANCY FOUND IN THE CONTRACT PLANS AND SPECIFICATIONS. ANY DESIGN CHANGES MUST BE APPROVED BY THE CITY
ENGINEER'S OFFICE PRIOR TO ITS CONSTRUCTION IN THE FIELD.
23. THE CONTRACTORS MUST NOTIFY ALL UTILITY COMPANIES AND ANY OTHER AGENCIES PRIOR TO EXCAVATION IN AND ALL AROUND THEIR
FACILITIES AND WITHIN THEIR RIGHT OF WAY.
24. THE CONTRACTOR SHALL PROVIDE ACCESS TO LOCAL RESIDENTS AND EMERGENCY SERVICE PERSONNEL AND VEHICLES AT
ALL TIMES.
25. CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS IN PLACE WHETHER SHOWN OR NOT SHOWN ON PLANS. PRIOR TO REMOVAL OF ANY
MONUMENTS A CALIFORNIA REGISTERED LICENSED CIVIL ENGINEER AND LAND SURVEYOR SHALL FILE CORNER RECORDS WITH THE COUNTY
SURVEYOR'S OFFICE. THE DISTURBED OR REMOVED SURVEY MONUMENTS SHALL BE REPLACED AT THE END OF CONSTRUCTION ACTIVITY BY A
REGISTERED CIVIL ENGINEER OR LAND
SURVEYOR IN THE STATE OF CALIFORNIA.
26. THE CONTRACTOR SHALL NOT BE ALLOWED TO STORE ANY MATERIAL/EQUIPMENT IN THE PUBLIC RIGHT-OF-WAY WITHOUT PRIOR APPROVAL OF
THE CITY ENGINEER/CITY TRAFFIC ENGINEER.
27. ADEQUATE SURVEY STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
28. SOIL STERILIZING REQUIRED UNDER ALL AC PAVEMENT.
29. IF ANY UNKNOWN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TO THE
ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING.
30. DUST SHALL BE CONTROLLED BY WATERING THROUGHOUT THE GRADING AND BUILDING CONSTRUCTION OPERATIONS.
31. THE CONTRACTOR SHALL DETERMINE HORIZONTAL AND VERTICAL ALIGNMENT OF ALL EXISTING FACILITIES PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DIFFERENCE OR CONFLICTS.
32. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE SOIL ENGINEER'S RECOMMENDATIONS AND CONTRACT SPECI- FI CATI ONS. THE
SOILS REPORT - REPORT NO. 95-054-01 AND ANY AMENDMENTS THERETO, WHICH WAS PREPARED BY RMA GROUP, 10851 EDI SON RANCHO
CUCAMONGA, CA 91730, ( 909) 989-1751, ARE HEREBY MADE A PART OF THE PROJECT SPECIFICATIONS.
33. ALL MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. PROTECTIVE
MEASURES SHALL BE TAKEN BY THE CONTRACTOR, TO ENSURE THAT NO MUD, SILT OR DEBRIS IS CARRIED ONTO OR IMPACT ADJACENT PUBLIC
OR PRIVATE PROPERTY AS A RESULT OF THE CONTRACTORS OPERATIONS. ANY MUD, SILT OR DEBRIS, WHICH IMPACTS ADJACENT PUBLIC OR
PRIVATE PROPERTY AS A RESULT OF THE CONTRACTORS OPERATIONS, SHALL BE REMOVED IMMEDIATELY.
34. GENERAL NOTES FOR STRUCTURAL SECTIONS AND DETAILS ARE SHOWN ON SHEET NO. 27.
35. THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS IN SUCH A MANNER THAT STORM OR OTHER WATERS MAY PROCEED
UNINTERRUPTED ALONG THEIR NATURAL DRAINAGE COURSE, OR SUBJECT TO APPROVAL OF THE ENGINEER ALONG ALTERED DRAINAGE COURSES.
36. IN THE COURSE OF THE WATER CONTROL, THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PROTECT RUNOFF WATERS FROM
POLLUTION BY FUELS, OILS, BITUMENS, OR ANY HARMFUL MATERIALS.
37. CONTRACTOR SHALL IMPLEMENT SANDBAG EROSION CONTROL MEASURES AS NECESSARY TO PROTECT THE GRADING OPERATIONS AND ADJACENT
PROPERTY. EROSION CONTROL MEASURES TO BE IMPLEMENTED IN ACCORDANCE WITH CHAPTER 33 OF THE U. B. C, 1994 EDITION.
38. THE CONTRACTOR SHALL RESTORE OR REPLACE IN KIND (OR BETTER) ALL EXISTING IMPROVEMENTS INTENDED TO REMAIN UNDISTURBED
DURING CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO, STREETS, LANDSCAPING, FENCES AND SIGNS.
39. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE
ACCURATE OR ALL-INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION, TO THE TYPE AND LOCATION OF ALL -
EXISTING UNDERGROUND AND OVERHEAD UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERE TO. THE CONTRACTOR SHALL POTHOLE AND
LOCATES ALL EXISTING UNDERGROUND UTILITY LINES TO DETERMINE THEIR DEPTH AND LOCATION PRIOR TO CONSTRUCTION.
STORM DRAIN NOTES
1. ALL PIPE LENGTHS ARE HORIZONTAL PROJECTIONS UNLESS OTHERWISE SHOWN.
2. FOR TRENCH EXCAVATIONS, SHORING SHALL BE PROVIDED TO SATISFY STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS.
3. ALL PIPE BACKFILL MUST BE COMPACTED TO 90'!. RELATIVE CONPACTION AS DETERMINED BY CAL TEST 231-216,
FIELD SAMPLING SHALL BE IN ACCORDANCE WITH CAL TEST 231-216. ALL BACKFILL MUST BE FREE OF
VEGETABLE MATTER.
4. ALL REINFORCED CONCRETE PIPES MUST BE BEDDED IN ACCORDANCE WITH PIPE BEDDING DETAIL AS SHOWN ON SHEET 21 OF THESE PLANS.
5. LENGTH OF MANHOLE STRUCTURES MAY BE INCREASED TO MEET PIPE ENDS AT OPTION OF CONTRACTOR PROVIDING REINFORCING
STEEL IS CONTINUED AS REQUIRED. ANY CHANGE IN SPUR LOCATION MUST BE APPROVED BY THE ENGINEER.
6. FLOOR OF MANHOLE STRUCTURE SHALL BE STEEL TROWELLED TO SPRING LINE.
7. BODY OF MANHOLE STRUCTURE MUST BE POURED IN ONE CONTINUOUS OPERATION, EXCEPT THAT A CONSTRUCTION JOINT AT THE
SPRING LINE WITH A LONGITUDINAL KEYWAY IS PERMITTED.
8. RCP SHALL COMPLY WITH ALL ASTM AND GREENBOOK STANDARDS.
9. STATIONS SHOWN ON THE DRAWINGS FOR THE OUTLET CONDUIT AND THE VARIOUS INLET CONDUITS ARE ALONG CENTER LINE OF
CONDUIT OR ON A LINE NORMAL TO CENTER LINE OF CONDUIT.
LEGEND OF ABBREVIATIONS
PC
PT
GB
AC
AB
PCC
I NV
OC
CLR
CJ
TYP
SRP
RCB
RCP
POINT OF CURVARTURE
POI NT OF TANGENCY
GRADE BREAK
ASPHALT CONCRETE
AGGREGATE BASE
PORTLAND CONCRETE CEMENT
INVERT
CENTER LINE
ON CENTER
CLEARANCE
CONSTRUCTION JOINT
TYPI CAL
SPI RAL RI B PI PE
REINFORCED CONCRETE BOX
REINFORCED CONCRETE PIPE
i P.A. 7
t
0
% INE B tN
r
r--
I
f
I
°
_----------------------------------�
}
% LIGHTER
BY WEIGHT
( SSD)
LIMITS
OF STONE
WEIGHT, LBS.
100
1350 - 540
50
�
P. A. 1 =1
200 - 84
SPECIFIC WEIGHT = 165 PCF
P.A.
3
l
1
STORM DRAIN SYSTEM
INDEX SHEET. GENERAL NOTES.
1" = 300'
DESIGNED:
DDV
STORM DRAIN NOTES. AND
ABBREVIATIONS
CHECKED.
MPV
DATE.
FEBRUARY, . 1999
JOHN M. TETTEMER & A550CIATE5, INC.
A DIV151011 OF THE KEITH COMPANIE5, INC,
JOB N0.
DWG. N0.
SHEET N0.
EHGIHEERItIG • MAHAGEMEHT - PLANNING
3151 Airway Avenue, Suite Q-1, Costa Mesa, California 92626=
APPROVED
, CITY ENGINEER R.C.E. 25126
2666
2 OF 3 1
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SAND BASIN # 4 \,\
-
SHEET 8
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P.A. 5
LINE "L"
INE X;., t �
LINE M
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I
"J"
INE
.SAND BASIN # 2
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INE E2
_
WETLAND # 5
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P.A. 6
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WETLAND # 401
1
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P.A. 13
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SHEET
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WETLAND # 3
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LINE " F3"
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ALINE' -
REVISIONS
RI PRAP GRADATION
TABLE
% LIGHTER
BY WEIGHT
( SSD)
LIMITS
OF STONE
WEIGHT, LBS.
100
1350 - 540
50
400 - 270
15
200 - 84
SPECIFIC WEIGHT = 165 PCF
LINE I'M'
LINE "E"' WETLAND # 2 _ !
� t SA D BASIN # 10 t !
_- - Fj - t ' w I
SAND BASIN # 5
ID BASIN # 1'
i t t >
t / P.A. 16 E51ET9 P.A. 15 � P.A. 14A Q I
P.A. 10
WETLAND '# 7
•.. LINE "G2"
LINE "C3"
SAND BASIN # 8 WETLAND # 12
_ ----- -- - IN G1" `
\ \ S
Uj
r � = INE 1,7-2„
' / >/ P.A. 16 r
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P. A. 17 t
LINE "C2" �� WETLAND # 10
! I
LINE Z P.A. 1 4 B
LINE I'M' .
SAND BASIN # 7 ' f
/ P. A. 17 - t A. I
P A 21 I
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HE T 10
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LINES" WETLAND # 11
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LINE\1i" '
": ,CINE „ I
J / WETLAND # 9
VIN'E�
A2.1 SAND BASIN # 9 �
r ��
P.A. 20
�\ LINE'T' �
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E „1111
CARTER AVENUE
~------------------------------------------------{
T°
WETLAND # 8-Z
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P.A. 24, 25 & 26 P.A. 22 & 23
° I
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0 300 600 900 �
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BENCH MARK: N0' 615
RAILROAD SPIKE AT INTERSECTION
OF CITRUS AVE. AND LOS CEDROS AVE.
IN POWER POLE NO. 9011E ON THE
EAST SIDE OF CITRUS AVE.
ELEVATION: 1467.59
BASIS OF BEARINGS:
THE BEARING OF N89030106"E ALONG THE
NORTH LINE OF SECTION 30, TOWNSHIP 1
NORTH RANGE 5 WEST SAN BERNARDINO
MERIDAN AS SHOWN ON RECORD SURVEY
FILED IN BOOK 58, PAGE 5 OF RECORDS OF
SURVEY WAS USED AS THE BASIS OF BEARING
FOR THIS MAP
CITY
OF F CAL
I FORN I
A
gg nnp
TRACT N0• J�VQ
1
DRAWN BY:
SK
SIERRA LAKES
INFILTRATION BASIN AND WATER QUALITY WETLAND
SCALE:
o
STORM DRAIN SYSTEM
INDEX SHEET. GENERAL NOTES.
1" = 300'
DESIGNED:
DDV
STORM DRAIN NOTES. AND
ABBREVIATIONS
CHECKED.
MPV
DATE.
FEBRUARY, . 1999
JOHN M. TETTEMER & A550CIATE5, INC.
A DIV151011 OF THE KEITH COMPANIE5, INC,
JOB N0.
DWG. N0.
SHEET N0.
EHGIHEERItIG • MAHAGEMEHT - PLANNING
3151 Airway Avenue, Suite Q-1, Costa Mesa, California 92626=
APPROVED
, CITY ENGINEER R.C.E. 25126
2666
2 OF 3 1
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