HomeMy WebLinkAbout3507-1GENERAL N O TES
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 ENIGNEER FOR RESOLUTION.
J. 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. m / / ti Y L / r v G
9• NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR INDEX MAP
THAT PURPOSE. SCALE. l--200'
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. S LY' R W '
NIL R/W >92� NLY R/W 92'
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, 46' 46' /O' I 46' q 46'
SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS
NOTICE PRIOR TO WORK AROUND THEIR FACILITIES I 34' 36' I I 34' 36'
LOT A ORB FUTURE
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY
2' ( 10' FUTUR�6 /MPS 34 , /Z , 2' I 10' 3/MPS 34'
AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER
REQUIREMENTS 2' 4'MIN 1 6' 6'MIN 2'
12 MAX ,
13. CURVE DATA REFERS TO THE FACE OF CURB. 6,� O� W 10 MAX 2 MINCL
O W ,
O' O'
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. ( `0 2:1 MAX I �
LEVEL LINE _ I a I _ LEVEL LINE
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENG/NEER TO ENABLE THE CONTRACTOR TO CONSTRUCT_ 209 '' 2:1 MAX '20%209'
THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND 2.1 :MAX ` - n __~
CONSTRUCTION CONTROL STAKING DURING CONSTRUCT/ON.
PROP. SIDEWALK i
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR ' 241f (MEANDERING) 24'f
NOTIFICATION TO THE CITY ENGINEER. FUTURE C & G REMOVE EX PVMT PROP. C & G FUTURE C & G REMOVE EX PV T
17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH SUMMIT A VENUE SUMMIT A VENUE
MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL TYPICAL SECTION TYPICAL SEC TION
BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER STA. 74+30.81 TO 86+87.03 STA. 86+87.03 TO 93+4248
ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE T/•=9 TL=9
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 CITY OF FONTANA UTILITY NOTIFICATION LIST
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING,N'LY R/W 92'
CITY OF FONTANA PACIFIC BELL CO.
AT ALL TIMES. ATTY. CARLOS NAVARRO ATTN: NORMA GUILLOT 46' 46'
8353 SIERRA AVENUE 1265 N. VAN BUREN STREET
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. FONTANA, CA 92335 SUITE 180 I 34' 36'
(909) 350-66J2 ANAHEIM, CA 92807 FUTUR�F6 /MP S
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR (714) 666-5401 2' I 10' 34'
PRIVATE PROPERTY ADJACENT TO THE I'RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV)
ATTN: GREG GASPAR ATTN. • JACK HAYES 1205 VARIES 2'MIN
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 16231 VALLEY BLVD. DUPONT AVENUE ONTARIO, CA. 91761 0
FONTANA, CA. 92335 (909) 390-4738 �. W
23. A GEOTECHNICAL ENGINEER SHALL CERT/FY ALL BACKFILL COMPACT/ON FAILURE TO OBTAIN THE REQUIRED DENS/TY SHALL (909) 428-8411
•
REQUIRE RE -WORKING OF THAT PORTION .OF THE WORK UNTIL THE EMERGENCIES.(800) 427-2200 .SPECIFIED DENSITY IS OBTAINED. VERIZON I � 0•
SO. CALIFORNIA ED/SON COMPANY
ATTN. • STEVE HOCK I �' I _ LEVEL LINE
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. - - - - - - - -
INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING FONTANA CA. 923352:1 MAX 2.0%
2 D9
POMONA, CA. 91766 n
IMPROVEMENTS. (909) 820-5598 - UNDERGROUND (g09) 469-6327
(909) 875-5100 - TRANSMISSIONS
(213) 637-1233 - PIPELINES FONTANA WATER COMPANY i
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION a 24'1
AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS (909) 357-6233 -DISTRIBUTION ATTN MICHAEL J. McGRAW
8440 NUEVO AVENUE FUTURE r1' & G FONTANA, CA 92335 (909) 22-220REMOVE EX PVMT
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FIN/SH TO MATCH EXISTING CONCRETE. CRAWFORD CANYON MUTUAL WATER CO. 8
ATTN.• BASIL J. FABRIZIO 822-2201 FAX. (909) SUMMIT .AVENUE PR
27. THE SEWER CONTRACTOR SHALL STAMP AN 'S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. (909) 463-9580 823-5046 TYPICAL SECTION
WEST SAN BERNARDWO WATER CO. STA. 93+43.49 TO 97+00.00
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND UNDERGROUND SERVICE ALERT ATTN.- LON TSAI T.L=9
APPROVED. (800) 422-4133 855 W. BASELINE ROAD
RIALTO, CA 92377
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. PRI VA TE ENGINEER'S NOTICE TO CON TRA C TORS
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS;
AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE
OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE PRECAUno THE MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND
/ DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON-
RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
OF ROUGH GRADING. SHOWN ON THESE DRAWINGS.
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS-
CONTRACTOR UPON COMPLETION OF PAVING IBILI TY FOR THE JOB SITE CONDI TIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS,
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER""ECORD DRAWING
TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE THESE RECO, tD DRAWINGS HAVE PEEN PREPAR , F,4
ENGINEER. PART, ON THE BIOSIS OF I 71ON COIL#AILED AND
CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. FURNISHED By OTHERS. THE ENGINEER WILL NOT EtE
CONTRACTOR SHALL VERIFY ALL COND177ONS AND DIMENSIONS AND SHALL REPORT RESPONSIM E FOR ANY ERRORS OR OIC YMIOH
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE ALL DISCREPANCIES TO 77 -IE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. HAVE € EEN rNCCRPORATED INTO THE DOCUMENM AS
RECORD DRAWINGS TO THE CITY ENGINEER.
A RESULT THEREOF.
w/II\VV •-1I`•
S'LY R/W
0
0
N
it
6_i
J
Q
U
U)
I SO
Nh
C)
�d
\� UNCAN Ld �9L
CYN. RD.
w
Lu >
� Q
w w
Q z
Q >
Q
Lu
w
D'
Lu
J
J
BASELINE
SUMMI T AVENUE
U
O
J
HIGHLAND AVENUE
VICINITY MAP
NTS
I
CONSTRUCTION NOTES
QUANTITIES
12'
7'
&O
CONSTRUCT 5" AC ; NO CAP - ON 12 `" COMPACTED" NATIVE SOIL _
97,419 SF
1'
6'
PER SOILS REPORT RECOMMENDATION.
2�
CONSTRUCT 8" CURB & GUTTER PER CITY STD. DETAIL 1003.
2,560 SF
2:1 MAX
O
CONSTRUCT 3" THICK AC SJDEWALK(W=PER PLAN)
3, 683 SF
1!
4O
CONSTRUCT ACCESS RAMP PER CITY STD. DETAIL 1006.
6 EA
PROP. 4.5' AC
5O
SAWCUT AND REMOVE EXISTING AC PAVEMENT.
63,382 SF
SIDEWALK
6C
INSTALL STREET LIGHT 22,000 LUMEN.
5 Eq
PROP. C & G
O7
CONSTRUCT 4" THICK PCC SIDEWALK PER CITY STD. PLAN NO. 1015
10,738 SF
(WIDTH PER PLAN)
J
REMOVE POLES IN CONJUNCTION WITH UNDERGROUNDING OF EXISTING
UTILITIES
LS
9�
CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1,
2 EA
CASE PER DETAIL ON SHT. 5
lO
CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD. 300-2
2 EA
S'LY R/W
PER DETAIL ON SHEET 5, W = PER PLAN; V = PER PLAN
11
SAWCUT
167 LF
12
CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 104, MODIFIED
WIDTH = 10'
1,343 SF
12' I 4'
13
COLD PLANE EXISTING A.C. PAVEMENT & 1 1/2" MIN AC OVERLAY.
5,189 SF
5.5' 6'
0.5
14
CONSTRUCT DRIVEWAY PER CITY STD. PLAN NO. 102 B, W = 20.
276 SF
PROTECT EXIST.
15
CONSTRUCT MEDIAN TAPER PER APWA STD. PLAN 140-2; L = 120"
W = 12' PER
FENCE & PILASTERS
DETAIL SHT. 5
GRADED BY OTHERS
16
CONSTRUCT 24" RCP D -LOAD PER PLAN.
128 LF
2:1 MAX
`�
17
CONSTRUCT CONCRETE COLLAR PER APWA STD 380-2 PER DETAIL ON SHT. 5.
2 EA
18
CONSTRUCT TEMPORARY MORTAR PLUG PER
2 EA
CB PLUG DETAIL ON SHT. 5.
19
CONSTRUCT BRICK AND MORTAR PLUG PER PIPE CLOSURE DETAIL ON
SHT. 5.
2 EA
PROP. SIDEWALK
20
INSTALL SLEEVING 1-6" & 2-4" PER CITY STD. NO. 518 (CHISEL 'l"
ON ALL CURBS).
204 LF
C & G
21
INSTALL 3 1/2" (91 MM) RIGID METAL CONDUIT
250 LF
z& 2
CONSTRUCT COMMERCIAL DRWY PER CITY STD. PLAN NO. 1005 A
1 EA
LEGEND
A. C ASPHAL TIC CONCRETE P. C. C.
PORTLAND CEMENT CONCRETE
B. C. BEGIN CURVE (R)
B. V.C. BEG. VERTICAL CURVE
RIDGE LINE
B.W BACK SIDEWALK RIW
RIGHT OF WAY
C.B. CATCH BASIN TAN.
TANGENT
C.L. CENTERLINE T. C.
TOP OF CURB
E. C. END CURVE W
WID TH
E. P. EDGE PAVEMENT V
VERTICAL DEPTH
E. G. EDGE GRADE (590.77) INDICATES EXISTING ELEVATION
E. V. C. END VERTICAL CURVE
F.L.: FLOW LINE 590.77
INDICATES PROPOSED ELEVATION
FS FINISH SURFACE INDICATES SLOPE 2 1
G.B. - GRADE BREAK
H -P- HIGH POINT
AC PA VEMENT
INV. INVERT
REMOVAL
0. C. ON CENTER
GRIND
EDGE OF PAVEMENT
RAS/S OF BEARINGS:
3ENCH MURK: if 8-17
3RASS CAP /N THE CONCRETE BASE OF
THE SOUTH LEG OF AN SCE TOWER THE &IS/S OF BEARINGS FOR THIS ASAP
343' NORTH OF HIGHLANa a2 M/ WEST IS THE CL OF LYIr,E REEK RD.
u CAM CrUAlAir Dn ak lit Ux'c`T C14MAW AC Alan* _�5 nN RF/in,7n