HomeMy WebLinkAbout4373-1GEMERAL NOTES
I. 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 OTHERMSF NOTED,
2, WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT 00CUMENTS THAT CAN NOT 6E
RESOLVED BYREFERENCE 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 COORDINAPON
SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC
RIGHT—OF—WAY WITHIN THE Cf TY LIMITS, CALL (909) 350-7610.
5. THE CONTRACTOR S14ALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES
DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATLST NON—METRIC
EDITION UNLESS OTHERIMSE DIRECTED BY T14E CITY TRAFFIC ENGINEER.
6, /T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DFLINEATORS OR
OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES
T 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 SAFETYe
S. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL REE
GUARDED BY SHORING, SLOPING OF T14E 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
SAFETY
P. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A
SEPARATE PERMIT FOR THAT PURPOSE
10, THE LOCA TIONS 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 Or ANY EXISTING UTIUDES, 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. CONTRACTOR
SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER
REQUIREMENTS.
13. STATIONING REFEWS TO THE CENTCRLINE OF SE141ER EXCEPT WHERE 07HERIWISE NOTED,
14. ADEQUATE CONSTRUC77ON 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 BENCH
MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS,
MONUMENT TIES AND BENCH MARKS, SHALL RE DONE BY A REGISTERED CIVIL ENGINEER OR
LICENSED LAND St.)IRVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS
CONSTRUCTION SHALL 13E RFPLACED, 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
IT 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 CLOSURE AREA FOR, RESIDENTS
AND EMERGENCY VEHICLES.
78, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE WEANS 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 141RITTF-N APPROVAL.
20. jqo 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 _SITEE, THE CITY ENGINEER MAY REQUIRE TEMPORARY
NON—ERODFABLE SWALES ENTERING OR LEAViNG IMPROV EMENTS.
23, ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH 7*0 MATCH
EXISTING CONCRETE,
24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROWDE A TERMINAL
CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWI\fSTREAM MANHOLE,
SEE CITY OF FONTANA STANDARD DETAIL FOR TERA41NAL CLEANOUT
25, SANITARY SEWER LINES SHALL BE CONSTRUCTOED OF BELL AND SPIGOT OR BAND SEAL TYPE
VITRIFIED CLAY PIPE ('VC,P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO T14E PROVISIONS
OF' THE ASTM DESIGNATION C700 FOR VC.P
26. NO OPEN TRENCH SHALL BE' ALLOWED AT THE END OF THE DA' 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 2Z MINIMUM GRADE UNLESS OTHERWISE
APPROVED BY THE CITY ENGINEER.
30, TERMINATE ALL 4" HOU SL SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BEL011V
THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY,
THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM 7HE UTILITY EASEMENT
31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE 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 thOOF[DIATELY.
33, NO CONCRETE SHALL BE PLACED UNTIL THE F()RMS AND REINFORCING STEEL HAVE BEEN PLACED,
INSPECTUD AND APPROVED.
34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROvEo PRIOR TOT PAVING OF
STREETS.
35, APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT,
36, ALL MANHOLES, CLEANOUT FRAMES, COVEF?S AND VALVE BOXES SHALL RE RAISED TO FINISHEr.)
GRADE BY THE PAVING CONTRACTOR UPPONP COMPLETION OF PAVING,
37, UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SMALL 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.
ABBREVIA TIONS
VC .......
VER77CAL CURVE
7P
TOP Or PAVEMENT
TC .......
TOP OF CURB
EL
EI-EVA77ON
FL
FLOWLINE
FG .....
FINISH GRADE
FS
rINISH SURFACE
CF ...
CURB FACE
GB
GRADE BREAK
HP
HIGH POIN T
INV ...
INVERT F-LEVA77ON
TG
TOP OF GRA TE
C6
CATCH BASIN
RD
ROOF DRAIN
LD
LOCAL DEPRESSION
EP_
EDGE OF PAVEMENT
COTG....
CLEANOUT TOP OF GRATE
SMI . . ....
SEWER MANHOLE
R....
RIDGE LINE
PJ.P.
PROTECT IN PLACE
CL _
CENTERLINE
DWY..
DRIVEWAY
WS EL_
WATER SURFACE ELEVATION
1000
PROPOSED PROPOSED CONTOUR
S903
EXISTING CONTOUR
UTILITY PROVIDERS
COMSTRUCTIOM MOTES
SE WE R
CABLE - TV
CITY OF FONTANA
ADELPHIA COMMUNtCA TIONS
8353 SIERRA AVENUE
5944 SYCAMORE COURT
FONTANA, CA 92335
CHINO, CA 91710
(909) 350-6632
(909) 591-9571
ELECTRIC
TELEPHONE"
RON CARDENAZ
SSC PACIFIC BELL
SOUTHERN CALIFORNIA EDISON
(800 750-2355
(909) 357-6240
LF
GAS
ADJUST MANHOLE RfM TO GRADE AFTER FINAL PAVING IS INSTALLED
SOU774ERN CALIFORNIA GAS CO�
SAN DI AS CA 91773
PER CMT YOF FONTANA STD, 2000...... ...........
(800)427-2000
EA
WA TER
CONSTRUCT 4' 0 MANHOLE PER CITY' OF FONTANA STD. 200t ...........................
iCST SAN BERNARDWO COUNTY PATER DISTRICT
855 WEST SASELINE, P.O. BO,' 920
RIALTO, CALIFORNIA92377-0920
"A ''C REMOVE AND REPLACE EX. PAVING IN KIND PER CITY OF'
(909) 875-1804
UNAUMORIZED CHANGES AND USES
CAUT70N. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,
OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.
NOTES&
07Y ACCEPTANCE OF PLANS DOES NOT RF10C THE DEVELOPER FROM RESPONSIBILITY FOR IIHE
CORREC770N OF ERRORS AND OMISSIONS DISCOVERED DURING COMSTRUC770N, UPON REQUEST OF
THE CITY INSPECTOR, 774E REQUIRED PLAN REVISION'S SHALL BE. PROMPMY SUBMITTED TO 7HE
CITY ENGINEER FOR REWEW
CONS7RUC710N CONTRACTOR AGREES THAT IN ACCORDANCE WlrH GENERALLY ACCEPTED
CONSTRUC77(W PRAC77CrS CONSTRUC17ON CONTRACTOR ELL RE REQUIRED TO ASSUME SOLE AND
COMPLETE RESPONSIBILITY FOR JOB SITE CON0177ONS DURING THE COURSE OF CONSTRUC770N OF
THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT
SMALL BE MADE TO APPLY CON77NUOUSLY AND NOT BE LIMITED TO NORMAL KVRKING HOURS, AND
CONSTRUCRON CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN
PROFESSIONAL HARMLESS FROM ANY AND ALL IJARLITY, REAL OR ALLEGED, IN CONNEC770N 1774
THE PERFORMANCE OF WORK ON 'THIS PROJECT, EXCEP77NG LIAMUTY ARISING FROM 7HE S(XE
NEGLIGENCE OF DESIGN PROFESSIONAL.
PRIVATE ENGINEERPS NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCA77ON OF ANY UNDERGROUND UIXITY PIPES OR STRUCTURES S14OWN ON
THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, rO T14E BEST OF OUR
KNOWLEDGE THERE ARC NO EXISTING U71LI77ES EXCEPT AS SHOWN ON THESE PLANS, 774E
CONTRACTOR IS REQUIRED TO TAKE DUE PRCCAU770NARY MEASURES TO PROTECT 774E U77LI71ES
SHOWN AND ANY OTHER LINES OR STRUC77JRES NOT SHOWN ON THESE PLANS.
m
REVISION POPE SCRPTION
SLOVER A WNUE
SHEET INDEX
SHEET' NO. DESCRIPTION
1 TITLE SHEET
2 SEWER IMPROVEMENT PLANS & PROFILE
3' MAX SIZE NATIVE` _
SOIL, COMPACTED 95%
6" MSN 6MIN
10" MAX 10" MAX
SHEET INDEX.MAP
NOT TO SCALE
�DATE �EG�R.
COMSTRUCTIOM MOTES
6--30--08
S
THE QUANTITIE,5Z SHOWN HEREON ARE ES77MATES ONL)' HE CONTRACTORS
-NA-;
S 5HA1 , i LL PREPARE THEIR OWN QUANTIRE-3 AND BID COMPLETE C)A B,
,2
INSTALL 6" (EXTRA STRENGTH) VCP SEWIFY LINE (BE.DotNG PER DETAIL ON SHEET
c19
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CS3)
INSTALL 8- (EXTRA STRENGTH) VCP SEMER LINE (BEDDfNG PER DETAIL, ON SHEET 1),
529
LF
8_11
ADJUST MANHOLE RfM TO GRADE AFTER FINAL PAVING IS INSTALLED
PER CMT YOF FONTANA STD, 2000...... ...........
2
EA
OS15
CONSTRUCT 4' 0 MANHOLE PER CITY' OF FONTANA STD. 200t ...........................
3
EA
r��12)2.
"A ''C REMOVE AND REPLACE EX. PAVING IN KIND PER CITY OF'
FONTANA STD, 1008 ...... ...... ....... ......
..... 50
131,--
�21
C12.9
SAWCUT, REMOVE, AND REPLACE rX,, CUR& AND GUTTER IN KINO.,__ .....
10
LF
SE 2
SAWCUT, REMOVE, AND REP -LACE EX SIDEWALK IN KIND. ...........
229
SF
S903
REMOVE E-XfSTING 8" SEWER L.A TE -RAL ANO WYE. .......
I
L.S
CAUT70N. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,
OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.
NOTES&
07Y ACCEPTANCE OF PLANS DOES NOT RF10C THE DEVELOPER FROM RESPONSIBILITY FOR IIHE
CORREC770N OF ERRORS AND OMISSIONS DISCOVERED DURING COMSTRUC770N, UPON REQUEST OF
THE CITY INSPECTOR, 774E REQUIRED PLAN REVISION'S SHALL BE. PROMPMY SUBMITTED TO 7HE
CITY ENGINEER FOR REWEW
CONS7RUC710N CONTRACTOR AGREES THAT IN ACCORDANCE WlrH GENERALLY ACCEPTED
CONSTRUC77(W PRAC77CrS CONSTRUC17ON CONTRACTOR ELL RE REQUIRED TO ASSUME SOLE AND
COMPLETE RESPONSIBILITY FOR JOB SITE CON0177ONS DURING THE COURSE OF CONSTRUC770N OF
THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT
SMALL BE MADE TO APPLY CON77NUOUSLY AND NOT BE LIMITED TO NORMAL KVRKING HOURS, AND
CONSTRUCRON CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN
PROFESSIONAL HARMLESS FROM ANY AND ALL IJARLITY, REAL OR ALLEGED, IN CONNEC770N 1774
THE PERFORMANCE OF WORK ON 'THIS PROJECT, EXCEP77NG LIAMUTY ARISING FROM 7HE S(XE
NEGLIGENCE OF DESIGN PROFESSIONAL.
PRIVATE ENGINEERPS NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCA77ON OF ANY UNDERGROUND UIXITY PIPES OR STRUCTURES S14OWN ON
THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, rO T14E BEST OF OUR
KNOWLEDGE THERE ARC NO EXISTING U71LI77ES EXCEPT AS SHOWN ON THESE PLANS, 774E
CONTRACTOR IS REQUIRED TO TAKE DUE PRCCAU770NARY MEASURES TO PROTECT 774E U77LI71ES
SHOWN AND ANY OTHER LINES OR STRUC77JRES NOT SHOWN ON THESE PLANS.
m
REVISION POPE SCRPTION
SLOVER A WNUE
SHEET INDEX
SHEET' NO. DESCRIPTION
1 TITLE SHEET
2 SEWER IMPROVEMENT PLANS & PROFILE
3' MAX SIZE NATIVE` _
SOIL, COMPACTED 95%
6" MSN 6MIN
10" MAX 10" MAX
SHEET INDEX.MAP
NOT TO SCALE
�DATE �EG�R.
Ole 33366
6--30--08
S
w �P�E
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Cl
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