HomeMy WebLinkAbout5225-1GENERAL 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 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 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 CURVE DATA REFERS TO THE FACE OF CURB.
14 STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
15 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.
16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS
WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
17 REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, 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.
18 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.
19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING
ADEQUATE WATERING, AT ALL TIMES.
20 ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES
PER HOUR.
21 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.
22 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
23 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.
24 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.
25 THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF
CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
26 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING
CONCRETE.
27 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER
LATERAL.
28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED
AND APPROVED.
29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
31 PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE
CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
32 ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS
SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR
APPROVAL UPON COMPLETION OF ROUGH GRADING.
33 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE
PAVING CONTRACTOR UPON COMPLETION OF PAVING.
34 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES,
AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
35 CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY
THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
36 AS—BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL
PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
NPDES NOTES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
1. UNLESS NOTED OTHERWISE, ALL EXISTING SITE IMPROVEMENTS SHALL BE PROTECTED IN PLACE.
2. All EXISTING CONDITIONS ARE TO BE VERIFIED A T THE SITE PRIOR TO BIDDING.
3. CLEAN UP OF WORK AND SUPERVISION IS PART OF THE PROJECT.
4. CONSTRUCTION ACTIVITIES OF ONE ACRE OR MORE SHALL REQUIRE A GENERAL CONSTRUCTION
STORMWATER PERMIT.
FOR MORE INFORWATION, YOU WAY CALL THE STATE WATER RESOURCES CONTROL BOARD—DIVISION
OF WATER QUAULITY AT (916) 657-1146.
STREET IMPROVEMENT PLANS
11123 BANANA AVENUE
CITY OF FONTANA
LOCATION MAP
CONSTRUCTION QUANTITIES: FOR BONDING — NOT FOR BIDDING
Oi
TO LOS
ANGELES
INTERSTATE 10
166 L.F.
O2
CONSTRUCT 8" CURB &
GUTTER
PER CITY OF FONTANA STD. NO. 1000.
SLOVER AVE
O3
PLACE 6 1/2" MIN. AC
PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE.
3,820 S.F.
SANTA ANA AVE
CONSTRUCT 6.00' W. X
0.33' H.
UNDER SIDEWALK DRAIN W/ INLET TYPE 1 PER
1 EA.
a
a
151-1.
MINIMUM
OM =
OBJECT MARKER
P.P.
0
Q>�-
FONTANA ¢SITE
STA =
Q
� Li
a
= SIDEWWALK
3
m
AREAz
TOP OF DIKE
Z
TOP OF BERM
J
W
Q
DURIAN AVE
0
® ui
AVtMMME m
a
NTS v
LOCATION MAP
CONSTRUCTION QUANTITIES: FOR BONDING — NOT FOR BIDDING
Oi
SAWCUT & REMOVE EXISTING AC
PAVEMENT WITH GRIND/OVERLAY PER DETAIL -Ar.
166 L.F.
O2
CONSTRUCT 8" CURB &
GUTTER
PER CITY OF FONTANA STD. NO. 1000.
165.4 L.F.
O3
PLACE 6 1/2" MIN. AC
PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE.
3,820 S.F.
O
CONSTRUCT 6.00' W. X
0.33' H.
UNDER SIDEWALK DRAIN W/ INLET TYPE 1 PER
1 EA.
FS =
A.P.W.A. STANDARD PLAN
151-1.
MINIMUM
OM =
O5 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY STD. DWG. NO. 1002.
O PLACE 8" AC DIKE PER CITY OF FONTANA STD. DWG. NO. 1007.
O CONSTRUCT 5' SIDEWALK PER CITY OF FONTANA STD. DWG. NO. 1006.
O RELOCATE EXISTING MAILBOX
O REMOVE EXISTING CHAIN LINK FENCE
to RELOCATE EXISTING UTILITY POLE AS SHOWN.
tt RELOCATE EXISTING WATER METER.
t2 REMOVE AND DISPOSE OF EXISTING AC PAVEMENT.
i3 GRIND 0.10' MIN EXIST PAVEMENT AND OVERLAY 0.10' MIN.
t4 INSTALL OBJECT MARKERS PER MUTCD
is FOLLOWING THE PLACEMENT OF AC PAVEMENT PER CONSTRUCTION NOTE 3,
BACKFILL AREA BETWEEN CURB & DIKE WITH 6" CLEAN SAND AND 2" AC CAP
PER DETAIL ON SHEET 1 & 2.
is APPLY 4" WHITE THERMO PLASTIC EDGE STRIPE.
LEGEND: UTILITIES
AC =
ASPHALT CONCRETE
BEG
= BEGIN
BK =
BACK
BW =
BACK OF WALK
C&G
= CURB & GUTTER
C.L. =
CENTER LINE
EXIST
= EXISTING
FG =
FINISH GRAGE
FL =
FLOW LINE
FS =
FINISH SURFACE
MIN =
MINIMUM
OM =
OBJECT MARKER
P.P.
= POWER POLE
RT =
RIGHT
STA =
STATION
S/W
= SIDEWWALK
TC =
TOP OF CURB
TD =
TOP OF DIKE
TB =
TOP OF BERM
REMOVE EXIST AC PAVEMENT
PROPOSED AC PAVEMENT
CONCRETE
6" CLEAN SAND W\ 2" AC CAP
WM = WATER METER
® — = STREET LIGHT ON P.P.
WATER:
FONTANA WATER COMPANY
8440 NUEVO AVENUE
P.O. BOX 987
FONTANA, CA 92234
(909) 822-2201
1 EA
C.L.
BANANA AVENUE
(44')
FUT.
4.5' , 9.5' FUTURE 30'
(22')
DIKE
2Z VAR• VARrAC
-2_2% =2.7% C1.7% — 2.69'
EXISTING AC PAV7`/ 1
FUTURE IMPROVEMENTS
INDEX OF SHEETS
TYPICAL SECTION
NOT TO SCALE
TI=9.0
SHEET 1 — TITLE SHEET
75 L.F. SHEET 2 — PLAN AND PRIOFILE SHEET
570 S.F. SHEET 3 — STANDARD PLANS
SHEET 4 — CROSS SECTIONS
1 EA.
165 L.F
1 EA.
1 EA.
1170 S.F.
VARIES
1.849, MIN 2% 2%
MAX
2-3IT
330 S.F.
STORM WATER POLLUTION PREVENTION PROGRAM
2 EA. SWPPP NOTES BEST MANAGEWENT PRACTICES FOR CONSTRUCTION
300 S.F.
GAS:
SOUTHERN CALIFORNIA GAS COMPANY
9781 SIERRA AVENUE #C
FONTANA, CA 92335
(800)-427-2000
ELECTRICITY:
SOUTHER CALIFORNIA EDISON
P. 0. BOX 600
ROSEMEAD, CA 91771-0001
(909) 655-4555
165 L.F.
TELEPHONE:
AT&T
PAYMENT CENTER
SACRAMENTO, CA 95887-0001
COMMERCIAL SERVICE (800) 750-2253
CABLE TV:
TIME WARNER CABLE
9820 SIERRA AVE #G
FONTANA, CA 92335
(888) 892-2253
SEWER:
SEPTIC
5'
1. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY
NOT BE TRANSFED FROM THE SITE VIA SWALES, AREA DRAIN OR NATURAL DRAINAGE
COURSES.
2. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE
PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR
WATER.
3. FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIAL MUST BE STORED IN
ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND
SURFACE WATERS, ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED
FROM WEATHER, SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN
A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM.
4. EXCESS OR WASTE CONCRETE WAY NOT BE WASHED IN THE PUBUC RIGHT OF WAY OR
ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO DRAIN CONCRETE
WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE.
5. TRASH AND OTHER CONSTRUCTION RELATED DEBRIS MUST BE DEPOSITED INTO COVERED
RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.
6. DEPOSITION OF SEDIWENTS, SOILS OR OTHER MATERIAL BY VEHICULAR TRAFFIC
LEAVING THE PROJECT SITE MUST NOT BE ALLOWED. THE CONSTRUCION ENTRANCE
ROADWAYS MUST BE STABILZED SO AS TO INHIBIT SEDIMENTS FROW BEING DEPOSITED
INTO THE PUBLIC RIGHT—OF—WAY, ACCIDENTAL OR BY OTHER MEANS.
7. ANY SLOPE WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED
SO AS TO INHIBIT EROSION BY WIND AND WATER.
ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO
THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE
SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITY LINES SHOWN ON TH5E DRAWINGS. THE CONTRACTOR
FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES,
CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES SHAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR THE JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS 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 FROW ANY AND
ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON
THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROW THE SOLE NEGLIGENCE OF THE
OWNER OR THE ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL
DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
2:1 MAX
SLOPE