HomeMy WebLinkAbout4807-1GENERAL 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
RAFFIC 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 O fENTIAL 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 I
NFORMATION, 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 SPRVEY 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
�IVIL 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
MAI�'TAINED 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 OPERH'IONS 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 CrI,jTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
22 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY
NSPECTOR.
23 A GEOTECH141CAL EIJGINEER 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 F NAL LOCATION AND W" TH 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" ol THE FACE OF THE CURB AT THE
LOCATION OF THE SEWER LATE. ,L.
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.
STREET IMPROVEMENT PLANS
CALABASH AVENUE
CITY OF FONTANA
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.
CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA
ATTN; FRED RICHTER
8353 SIERRA AVENUE
FONTANA, CA 92335
(909) 350-6632
(EMERGENCIES): (909) 938-9776
SO. CALIFORNIA GAS COMPANY
ATTN: STEVE ROBLES
16321 VALLEY BOULEVARD
FONTANA, CA 92335
(909) 428-8407
EMERGENCIES: (800) 427-2200
SO. CALIFORNIA EDISON COMPANY NEW
7951 REDWOOD AVENUE W'LY W'LY
FONTANA, CA 92335 R/W R/W
(909) 820-5598 -UNDERGROUND
(909) 875-5100 -TRANSMISSION i '
(213) 637-1233 -PIPELINES 4 '
(909) 357-6233 -DISTRIBUTION I 12'
CRAWFORD CANYON MUTUAL WATER CO. 0.5' i 5'
ATTN: BASIL J. FABRIZIO
(909) 463-9580
AT&T
ATTN: JAYSON PARK
3939 E. CORONADO ST. 2%
,� JAHEIM, CA 92807
(714) 666-5415
ADELPHIA (CABLE TV)
ATTN: JACK HAYES
1205 DUPONT AVENUE
ONTARIO, CA 91761
(909) 390-4738
VERIZON
ATTN: JERRY PAUBEL
1400 E. PHILLIPS BLVD.
POMONA, CA 91766
(909)469-6354
FONTANA WATER COMPANY
ATTN: BRENDA WLER
8440 NUEVO AVENUE
FONTANA, CA 92335
(909) 822-2201
FAX: (909) 823-5046
WEST VALLEY WATER DISTRICT
ATTN: LON TSAI
855 W. BASELINE ROAD
RIALTO, CA 92377
(909) 875-1804
UNDERGROUND SERVICE ALERT
(800) 422-4133
METROPOLITAN WATER DISTRICT
ENGINEERING DEPARTMENT
ATTN: KIERAN CALLANAN
700 N. ALAMEDA ST.
LOS ANGELES, CA 90012
(213)-217-7474
EMERGENCIES: (626)792-7783
TOLL FREE 'qq"mlw-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
6.5'
VICINITY MAP
NO SCALE
30' 30'
22' I 17.5'
EXIST AC CURB
E'LY
R/W
TYPICAL SECTION
CALABASH AVENUE TI -6.5,
NO SCALE
FROM STA. 2+30.66 TO STA 4+30.21
DATE I ENGR. I CITY I DA-,
SHOULD �O[ :STl`lUCTI� ' I OF THE RE JIRED
IMPROVEMENTS NOT CGivT„^`NSF W TWO
YEAR` OF THE DATE OF APPROVk _ SI- 3WI\I '-IERZON
I ti�`J A' ED F: STI I "! A D'`' ENT MAN "t2, THE
CITY �I�;EER M1 -\Y REQUIRE REVISIONS TO THE
PLANS TO BRING THEM IN i 0 CONFORMANCE WITH
STAND, -,SDS IN EFFECT.
CONSTRUCTION NOTES AND QUANTITIES
BASELINE ROAD
O
CONSTRUCT
4" PCC SIDEWALK PER CITY STD 1006
1000
SF
20
REMOVED EXIST AC BERM & AC PAVEMENT
3840
SF
O
CONSTRUCT
4.5" MIN. AC PAVEMENT
TB = TOP OF BERM
-a- = SIGN
PROJECT
OF 95% COMPACTED NATIVE SUBGRADE.
4168
SF
40
INSTALL 4"
SITE
�O
LF
O
CONSTRUCT
COMMERCIAL DRIVEWAY W=35' PER CITY STD 1002
1
EA
O
CONSTRUCT
8" CURB & GUTTER PER CITY STD 1000
uj
LF
70
CONSTRUCT
UNDER SIDEWALK DRAIN PER MODIFIED CITY STD 3001, SIZE 48"X4"
1
UNIT
8U
O
VARIABLE THICKNESS AC OVERLAY (2"MIN)
747
SF
}
CONSTRUCT
8" AC BERM PER CITY STANDARD NO. 1007
40
LF
..,. PROP CURB &GUTTER
AND CONCRETE SIDEWALK
W
FOOTHILL
BLVD
o
a
3
v=i ¢
O
V~-
W
m
m ¢
Q Z
o
Z
ARROW HWY
M
J Q
U m
a
WHIM AM AVE
CALIFORNIA
SPEEDWAY
RANDAL AVE
SAN BERNAREINO AVE
TG 604 Al
VICINITY MAP
NO SCALE
30' 30'
22' I 17.5'
EXIST AC CURB
E'LY
R/W
TYPICAL SECTION
CALABASH AVENUE TI -6.5,
NO SCALE
FROM STA. 2+30.66 TO STA 4+30.21
DATE I ENGR. I CITY I DA-,
SHOULD �O[ :STl`lUCTI� ' I OF THE RE JIRED
IMPROVEMENTS NOT CGivT„^`NSF W TWO
YEAR` OF THE DATE OF APPROVk _ SI- 3WI\I '-IERZON
I ti�`J A' ED F: STI I "! A D'`' ENT MAN "t2, THE
CITY �I�;EER M1 -\Y REQUIRE REVISIONS TO THE
PLANS TO BRING THEM IN i 0 CONFORMANCE WITH
STAND, -,SDS IN EFFECT.
CONSTRUCTION NOTES AND QUANTITIES
O
CONSTRUCT
4" PCC SIDEWALK PER CITY STD 1006
1000
SF
20
REMOVED EXIST AC BERM & AC PAVEMENT
3840
SF
O
CONSTRUCT
4.5" MIN. AC PAVEMENT
TB = TOP OF BERM
-a- = SIGN
OVER 12" MIN.
OF 95% COMPACTED NATIVE SUBGRADE.
4168
SF
40
INSTALL 4"
WIDE WHITE LANE PER MUTCD 2003 CA. SUPP. FIG. 3B-06.
240
LF
O
CONSTRUCT
COMMERCIAL DRIVEWAY W=35' PER CITY STD 1002
1
EA
O
CONSTRUCT
8" CURB & GUTTER PER CITY STD 1000
200
LF
70
CONSTRUCT
UNDER SIDEWALK DRAIN PER MODIFIED CITY STD 3001, SIZE 48"X4"
1
UNIT
8U
CONSTRUCT
VARIABLE THICKNESS AC OVERLAY (2"MIN)
747
SF
O
CONSTRUCT
8" AC BERM PER CITY STANDARD NO. 1007
40
LF
LEGEND
0 F.H. = FIRE HYDRANT
ELEC
VAULT = ELECTRIC
VAULT TC = TOP OF CURB
0— 3�- STLT = STREET LIGHT
® WV =
WATER VALVE
FL = FLOW LINE
TRFSIG = TRAFFIC SIGNAL
O SMH
= SEWER MANHOLE
TB = TOP OF BERM
-a- = SIGN
FS = FINISH SURFACE
O SDMH
= STORM DRAIN MANHOLE
❑ PB = PULL BOX
FG = FINISH GRAGE
❑ WM = WATER METER
O TELMH
= TELEPHONE MANHOLE
BW - BACK OF WALK
❑ TELPED = TELEPHONE PEDESTAL
• PP =
POWER POLE
REMOVE EXIST AC BERM & PAVEMENT
❑ MB = MAIL BOX
S/W =
SIDEWALK
PROP AC PAVEMENT
*r'
..,. PROP CURB &GUTTER
AND CONCRETE SIDEWALK
PRIVATE ENGINEER'S
NOTICE TO CONTRACTOR:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR
STRUCTURES ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO
THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON
THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER
ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
CONTRACTOR AGREES THAT HE SHALL ASSUME COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO,E:,T, 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 CITY OF FONTANA, THE OWNER AND THE ENGINEER HARMLESS
FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF
THE ENGINEER.
BENCH MARK:
TOP OF FIRE HYDRANT ON
SW C-)RNER OF FOOTHILL
B0-- =VARD AND CALABASH
A\- JE, CITY OF FONTANA
BENCH MARK NO. 371
ELEVATION=1209.66 `t.
Qvf tSol
CIE N0.65991
EXP. 6-30-10 J4-\
CIVILOF C AL\
BASIS OF BEARING
THE BASIS OF BEARING USED
FOR THIS MAP IS THE CENTER
LINE OF FOOTHILL 5LVD AT
N89' 23' 49"E PER PARCEL
MAP N0. 15748
ASP 07-0?07
Prepared Under T,ie -.ape vision Of : O l l O l FONTANA, CALI I= O K N IA _
vL ENGINEERING & S URVEYWC, INC. STREET IMPROVEMENT PLAN
790 S. ATt-ANTIC BLVD, SUI c 106
MONI"EREY PARK, CA 91754 DRAWN -Y: CALA3AS h A` /EN U E SCALE:
TEL: (626) 281-2001 FAX: (626) 281-200_ VRB AS SHOT''
eY: FROM FOOTHILi- BLV 340.0' SOUIIIER-Y
UAIL-:
Q M —� CONSTR CJ10 NOT -S C8/12
U �9 CHECKED BY: APPROVED BY: DRAWING I",
NARITH LAO, LICENSE NO. 65995 DATE DATE: �`7
NL ENGINEER R.C.E. 5' "J, 48'