HomeMy WebLinkAbout4765-1STREET IMPROVEMENTS 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 1N 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 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 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.
160 N. Riverview Drive, Ste. 100
6i�: iiiiim
Anaheim Hills, California 92808
tM Nw��
(114) 685-6860
DRC Engineering Inc.
Civil Engineering/Land Surveying/Land Planning
CONSTRUCTION DRAWINGS FOR THE
CITY OF FONTANA
STREET. IMPROVEMENT PLANS
CYPRESS AVENUE
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.
S'LY N'LY
R/W R/W
1 I
1 52 52'
12' 1 40' 40' 12'
� I
1
5.5' 6' LO.5'
1 � 1
1 I
21 27
EXISTING 3
CURB EXISTING AC PAVEMENT
AND EXISTING
GUTTER CURB
AND
e LJVI LII AAIM AVC GUTTER
NOT TO SCALE
STA. 60+53.08 TO STA. 67+12.72
T1=10.0
N
INDEX MAP
SCALEi 1'=100'
W` LY
R/W
64
34'
EXIST.
E'LY
R/W
4s'
30' 1
PROP.
E'LY
R/W
_j
16' 1
UNIT
12' 22'
CONSTRUCT CONCRETE CURB AND GUTTER, 8" CF PER CITY STD. NO. 1003.
34'
LF
12'
CONSTRUCT 6.5" MIN AC OVER 12" MIN OF 95% COMPACTED NATIVE -
5,245
1
O3
0.5' 21.5'
2,820
5.5' 6' 1 0.5'
6' 15.5'1 19't
CONSTRUCT COMMERCIAL DRIVEWAY ENTRANCE PER CITY STD. NO. 1002 (W=PER PLAN)
910
�
1 (1.21) MIN. (1.27) MIN
� 1
� 27 MIN.'
3 w
1
2.170) MAX. (2.77) MAX.
T. C _.�
B ? 2.51
MAX. -
2%
L_ --r
L
EA
EXISTING AC
PAVEMENT
I
EXISTING
60
SF
CURB
CONSTRUCT CONCRETE SIDEWALK, 5' WIDE PER CITY STD. NO. 1006.
CYPRESS AVE.
AND
O9
CONSTRUCT 4.5" MIN AC OVER 12" MIN OF 95% COMPACTED NATIVE
G UTTER 2
1 3
NOT TO SCALE
TOP OF WALL
R
STA. 11 +13 TO STA. 13+45
TG
9=9.0
R/W
RIGHT OF WAY
CONSTRUCTION NOTES & QUANTITIES:
ITEM
DESCRIPTION
QUANTITY
UNIT
O1
CONSTRUCT CONCRETE CURB AND GUTTER, 8" CF PER CITY STD. NO. 1003.
725
LF
O2
CONSTRUCT 6.5" MIN AC OVER 12" MIN OF 95% COMPACTED NATIVE -
5,245
SF
O3
CONSTRUCT CONCRETE SIDEWALK, 6' WIDE PER CITY STD. NO. 1006.
2,820
SF
O4
CONSTRUCT COMMERCIAL DRIVEWAY ENTRANCE PER CITY STD. NO. 1002 (W=PER PLAN)
910
SF
O5
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. NO. 1004.
1
EA
O6
RELOCATE EXISTING STREET LIGHT PER CITY STD. 404 CASE ONE 16000 LUMEN HPSV 150 WATT #15
1
EA
O7
INSTALL DETECTABLE WARNING SURFACE PER CBC 1133B.8.5
60
SF
O8
CONSTRUCT CONCRETE SIDEWALK, 5' WIDE PER CITY STD. NO. 1006.
615
SF
O9
CONSTRUCT 4.5" MIN AC OVER 12" MIN OF 95% COMPACTED NATIVE
7,250
SF
TOLL FREE -qqmmmw'- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
N
Q
INDEX OF DRAWINGS
SHEET NO. DESCRIPTION � oNTo cALE
MAP
1 TITLE SHEET
2 CYPRESS AVENUE- STREET IMPROVEMENT PLAN
3 AUTO CENTER DRIVE- STREET IMPROVEMENT PLAN
UNDERGROUND UTILITIES 8c STRUCTURES
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
STRUCTURES SHOWN IN 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 ALL PRECAUTIONARY MEASURES TO
PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION
OF, AND ANY DAMAGE TO THESE LINES 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."
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY 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 LIABILITY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE
OWNER OR THE ENGINEER.
UTILITY PURVEYORS
ELECTRICITY SEWER
SOUTHERN CALIFORNIA EDISON CO. CITY OF FONTANA
DISTRIBUTION PLANNING 8353 SIERRA AVENUE
7951 REDWOOD AVENUE P.O. BOX 518
FONTANA, CA 92335 FONTANA, CA 92335
(909) 357-6546 (909) 350-7610
CONTACT: ROBERT AHRENDT
GAS AT&T
SOUTHERN CALIFORNIA GAS CO. 3939 E. CORONADO STREET
DISTRIBUTION PLANNING SECOND FLOOR
16231 VALLEY BOULEVARD ANAHEIM, CA 92807
FONTANA, CA 92335 (714) 237-7163
(909) 428-8407 CONTACT: ARNOLD MENDOZA
CONTACT: STEVE ROBLES
WATER
FONTANA WATER COMPANY
DIVISION OF SAN GABRIEL VALLEY WATER COMPANY
8440 NUEVO AVENUE
FONTANA, CA 92335
(909) 822-2201
LEGEND
BW
BACK OF WALK
FF
0�4 SITE
I
BOTTOM OF PIPE
FG
0100
CF
210 FREEWAY
Q
FIRE HYDRANT
Q
CLEAN OUT
FL
FLOW LINE
DWG
DRAWING
FS
FINISHED SURFACE
k
EXISTING
cn
GRADE BREAK
CB
w
cnS. HIGHLAND
HIGH POINT
Q
Uj
w
AVE
U
wa`
LA
LANDSCAPE AREA
TF
TOP OF FOOTING
J
0
U
Z
0
TOP OF WALL
R
PROPERTY UNE
TG
TOP OF GRATE
R/W
RIGHT OF WAY
BASELINE
ROAD
RD
SHEET NO. DESCRIPTION � oNTo cALE
MAP
1 TITLE SHEET
2 CYPRESS AVENUE- STREET IMPROVEMENT PLAN
3 AUTO CENTER DRIVE- STREET IMPROVEMENT PLAN
UNDERGROUND UTILITIES 8c STRUCTURES
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
STRUCTURES SHOWN IN 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 ALL PRECAUTIONARY MEASURES TO
PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION
OF, AND ANY DAMAGE TO THESE LINES 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."
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY 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 LIABILITY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE
OWNER OR THE ENGINEER.
UTILITY PURVEYORS
ELECTRICITY SEWER
SOUTHERN CALIFORNIA EDISON CO. CITY OF FONTANA
DISTRIBUTION PLANNING 8353 SIERRA AVENUE
7951 REDWOOD AVENUE P.O. BOX 518
FONTANA, CA 92335 FONTANA, CA 92335
(909) 357-6546 (909) 350-7610
CONTACT: ROBERT AHRENDT
GAS AT&T
SOUTHERN CALIFORNIA GAS CO. 3939 E. CORONADO STREET
DISTRIBUTION PLANNING SECOND FLOOR
16231 VALLEY BOULEVARD ANAHEIM, CA 92807
FONTANA, CA 92335 (714) 237-7163
(909) 428-8407 CONTACT: ARNOLD MENDOZA
CONTACT: STEVE ROBLES
WATER
FONTANA WATER COMPANY
DIVISION OF SAN GABRIEL VALLEY WATER COMPANY
8440 NUEVO AVENUE
FONTANA, CA 92335
(909) 822-2201
LEGEND
BW
BACK OF WALK
FF
FINISHED FLOOR
BP
BOTTOM OF PIPE
FG
FINISHED GRADE
CF
CURB FACE
FH
FIRE HYDRANT
CO
CLEAN OUT
FL
FLOW LINE
DWG
DRAWING
FS
FINISHED SURFACE
EX
EXISTING
GB
GRADE BREAK
CB
CATCH BASIN
HP
HIGH POINT
TB
TOP OF BERM
INV
INVERT OF PIPE
TC
TOP OF CURB
LA
LANDSCAPE AREA
TF
TOP OF FOOTING
N.T.S.
NOT TO SCALE
TW
TOP OF WALL
R
PROPERTY UNE
TG
TOP OF GRATE
R/W
RIGHT OF WAY
TOE
TOE OF SLOPE
RD
ROOF DRAIN
TS
TOP OF SLOPE
RP
RADIAL POINT
TYP
TYPICAL
SD
STORM DRAIN
TP
TOP OF PIPE
SMH
SEWER MANHOLE
EP
EDGE OF PAVEMENT
STD
STANDARD
SW
SEWER
REV. _ REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL Qi16)Essi
AGE 4 ITC`i
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, C rn
09-
J No. 45715 "'
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12-31-10
kP1\ C /V 1�-
BRING THEM INTO CONFORMANCE WITH CONDITIONS ANDFoF cA��F°
STANDARDS IN EFFECT.
Prepared Under The Supervision Of :
s �-
R.C.E. 45715
Date :
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BASIS OF BEARINGS:
THE CENTERLINE BEARING OF SOUTH
HIGHLAND BETWEEN CITRUS AND
OLEANDER AVENUES=N89'41'41 "E
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SPK. IN POLE OPP. LOS CEDROS CITRUS
AVENUE AT LOS CEDROS ELEV=1467.59
(ELEVATION PER PLAN=DATUM-1000')
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAWN BY.
CM. %;TPFZN. AVENW
DESIGNED BY: NORTH 9f S. HIGHLAND AVE.
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DATE:
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