HomeMy WebLinkAbout3034-1GENERAL 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 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 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 (MOUND MOVEMENT.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING
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. 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 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 BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR.
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF CONSTRUCTION SHALL BE REPLACED. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO THIS 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 SHAD_ 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 TO WRITTEN APPROVAL
20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
21. A GEOTECHNICAL ENGINEER SHAD_ 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 V.C.P.
26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY
ENGINEER.
27. SHORT V.C.P. 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 EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE
LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT.
r ra
I
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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 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.
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIUTY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT 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 UABIUTY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABIUTY ARISING FROM THE
SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
UNDERGROUND UTILITIES & STRUCTURES
FONTAN
SEWER I
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN
THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE, THERE ARE NO EXISTING UTIUTIES EXCEPT THOSE SHOWN ON THESE PLANS.
THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE
UTIUTIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO
THESE UNES OR STRUCTURES.
CAUTION:
"THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR,
UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST
BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS."
NOTICE TO CONTRACTOR:
UTILITIES SHOWN HEREON AS "PROPOSED" MAY IN FACT BE EXISTING AT THE TIME OF THIS
CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IF ANY "FUTURE OR PROPOSED" UTILITY HAS
BEEN CONSTRUCTED.
ADDITIONAL NOTE:
1. ABANDONMENT OF SEWERS AND MANHOLES SHALL BE DONE PER SECTION 306-5 OF THE
"GREEN BOOK" MODIFIED HEREON. SEWER PIPES SHALL BE SEALED WITH AN 8" WALL OF
BRICK AND MORTAR AT THE OPENINGS AND A ONE SACK SAND/CEMENT SLURRY MIX.
UTILITY PURVEYORS:
SEWER
CITY OF FONTANA
8353 SIERRA AVE.
FONTANA, CA. 92335
(909) 350-6632
ATTN: CARLOS NAVARRO
ELECTRICAL
SOUTHERN CAUFORNIA EDISON CO.
300 N. PEPPER AVE.
RIALTO, CA. 92376
UNDERGROUND: (909) 820-5598
TRANSMISSIONS: (909) 875-5100
PIPELINES: (213) 657-1233
DISTRIBUTION: (909) 357-6233
TELEPHONE
PACIFIC BELL
3939 E. CORONADO STREET
ANAHEIM, CA. 92807
(714) 666-5500
ATTN: LARRY SIGNAIGO
WATER
FONTANA WATER COMPANY
8440 NUEVO AVE
FONTANA, CA 92335
(909) 822-2201
ATTN: AL KROHN
SAN GABRIEL VALLEY WATER C(
6" MIN
10" MAX
3" MAX SIZE NATIVE
SOIL, COMPACTED 95%
EL BOX MONTEO CA 91734-2010 R CO 2 D D VA vJ) N G- " MAX SIZE
ATIVE SOIL
(626) 448-6183 ext 251 A COM ACTED 90%
ATTN: LUIS MONTENEGRO
Q�pFESS/p 2%Z7(04
GAS h�Q60 voliuR l�y� 1 2" CRUSHE
SOUTHERN CAUFORNIA GAS C PANY o- /
P.O. BOX 3003, SC8031 31681 STONE BEDDING
REDLANDS, CA 92373-0306 \ Ex �. IZ I �• ® PER STD. SPECS.
ATTN: RICKEY REYES \� V `� �`Q, FOR PUBUC WORKS
(909) 335-7508 ' CTION
(909) 335 7527 (FAX)
EMERGENCIES: (800) 427-2200
CABLE CO.
COMCAST CABLE
1205 DUPONT AVE.
ONTARIO, CA. 91761
(909) 390-4738 ext 3055
REv. I REVISION DESCRIPnON DATE ENGR.
0 REYISED 48" & 60" MANHOLE QUANTITIE5, SEE 4-4-02 NG
SHEET 7A FOR ADDITIONAL REVISIONS.
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CONSTRU
TABLE 200-1.2(A)
SHOWN AT RIGHT
8% 12" OR 15" VCP
6" MIN
10" MAX
1" MAX. SIZE
SELECTED NATIVE SOIL
BEDDING COMPACTED
TO 90%
TYPICAL BEDDING FOR
VCP 10' OR DEEPER
NTS
DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN.TWO YEARS OF THE DATE OF APPROVAL
p 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
('1 STANDARDS IN EFFECT.
SHT 7AI
TABLE 200-1.2(A)
SIEVE SIZE
_Z
N
O1
1"
-
-y
100
1/2"
o
-i + a
o ao
NO. 4
0-15
NO. 8
0-5
TEST GRADING
TYPICAL BEDDING FOR
VCP 10' OR DEEPER
NTS
DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN.TWO YEARS OF THE DATE OF APPROVAL
p 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
('1 STANDARDS IN EFFECT.
SHT 7AI
TABLE 200-1.2(A)
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
1 1/2-
O1
1"
-
3 4"
100
1/2"
90-100
3/8"
20-60
NO. 4
0-15
NO. 8
0-5
TEST GRADING
B
CONSTRUCTION NOTES & QUANTITIES:
ITEM I
DESCRIPTION /
QUANTITY
O1
INSTALL 15" EXTRA STRENGTH VCP SEWER
2,814 LF
O2
INSTALL 12" EXTRA STRENGTH VCP SEWER
1,380 LF
O3
INSTALL 8" EXTRA STRENGTH VCP SEWER
955 LF
O4
CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
14 40"EA
O5
CONSTRUCT 60" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 1
5 EA
LSS.:-�
Uj
(MODIFIED FOR 60")
W
O
REMOVE STOPPER AND JOIN PIPE
1 EA
O7
INSTALL 15" VCP STOPPER
2 EA
®
INSTALL 12" VCP STOPPER
1 EA
O9
INSTALL 8" VCP STOPPER
6 EA
10
INSTALL CLEANOUT PER CITY STD DETAIL 128
4 EA
11
TRENCH REPAIR PER CITY STD DETAIL 131
560 SF
12
ABANDON EXISTING SEWER PER ADDITIONAL NOTE 1 ON SHT 1
- -
(PER THE "GREEN BOOK" SECTION 306-5 MODIFIED)
I
CITY
C-7
NQS
15 �OF GQ�;
,FONTANA c,.
SUMMIT AVE. /`-1%/ I r/ SUMMIT I AVE.
PAMAY�
HIGHLAND AVE.
COUNTY OF SAN BERNARDINO
VICINITY MAP
NTS
BENCH MARK:
THE BENCH MARK FOR THIS PROJECT IS CALTRANS BM
#8717. IT IS DESCRIBED AS A BRASS CAP IN THE
CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, 0.2 MI WEST OF SAN
SEVAINE RD., 2.65 MI WEST OF SIERRA AVE.
ELEVATION IS 1428.609 FEET.
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS DRAWING IS THE UNE
BETWEEN THE NW COR. SEC. 25, R6W, T1 N (PT. 61) AND
THE NORTHERLY QUARTER COR. OF SAID SEC. 25 (PT 84).
SAID BEARING IS N89'44'05"E AS SHOWN ON RS
30/58-60.
LEGEND
SEWER UNE
BEGIN CURVE
SEWER LINE
END CURVE
PER OTHER SHEET
CENTERLINE
o'
MANHOLE
PER OTHER PLANS
AVE
W
W
. EX S
a
SD'.:_
�
U
a
EX WATER
PROJECT
Uj
0/0
W
SITE
J
STREET STATIM
PAMAY�
HIGHLAND AVE.
COUNTY OF SAN BERNARDINO
VICINITY MAP
NTS
BENCH MARK:
THE BENCH MARK FOR THIS PROJECT IS CALTRANS BM
#8717. IT IS DESCRIBED AS A BRASS CAP IN THE
CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, 0.2 MI WEST OF SAN
SEVAINE RD., 2.65 MI WEST OF SIERRA AVE.
ELEVATION IS 1428.609 FEET.
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS DRAWING IS THE UNE
BETWEEN THE NW COR. SEC. 25, R6W, T1 N (PT. 61) AND
THE NORTHERLY QUARTER COR. OF SAID SEC. 25 (PT 84).
SAID BEARING IS N89'44'05"E AS SHOWN ON RS
30/58-60.
LEGEND
SEWER UNE
BEGIN CURVE
SEWER LINE
END CURVE
PER OTHER SHEET
CENTERLINE
SEWER UNE
MANHOLE
PER OTHER PLANS
INTERSECTION
EX SEWER UNE _
. EX S
STORM DRAIN UNE
SD'.:_
WATER
-_ . __ _ W
EX WATER
EX W
SEWER MANHOLE
0/0
DIRECTION OF FLOW
10
RIGHT OF WAY
STREET STATIM
MESS,0
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SEWER STATION
CITY OF FONTANA, CALIFORNIA
SUMMIT HEIGHTS II
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3034
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