HomeMy WebLinkAbout2968-1STR TIM ROV M NT LANS
w
TRACT NO. 16110NN
O
z
JURUPA --
`L' I 52 53
I #+I I 42 43 44 45 46 47 48 49 50 51 Z 1
f 1.'
I
' 77 41 ASTOR LANE - 54
N I ~-
I 40 68 62 1 55
SEE SHT 7 FOR 67 66 65 64 63
� STORM DRAIN56
39 3 69 61 Q Y w
EXIST. 66" SD I r'; Z 60 Nla 57 Co N
SCALE 1 "=150' F 26 38 ui 70 Z w
' 27 28 29 30 31 32 33 34 35 36 N a 72 73 74 75 76 59 S8
37 c, 71
I A DT IVE
w40 (qNI) HT 2 -0-- SEL SHT-
6 5 1
25 24 23 22 21 20 19 18 17 1 16 15 14 13 12 11 10 9 8 7 4 3 2
Iry /
l fj
VILLAGE DRIVE
' SEE SHT 6
EDISON EASEMENT /
/\-EXIST.INDEX MAP
/ 72 SD SCALE 1"=150'
F,
1
/ /._. /
EXIST. 42" SD
SEE SHT 8 FOR ,� UTILITY NOTIFICATIONS
4�j � / �\ �\ STORM DRAIN / � ,
SAFETY RESPONSIBILITY
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
SEE SHT 5 / SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY
OF ALL PERSONS AND PROPERTY, THAT THE REQUIREMENTS 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 FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
/ / ENGINEER.
EXISTING UNDERGROUND STRUCTURES
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN
SEE SHT 9 FOR / / / / �ygNN KNOWLEDGTHESE E,S ARE THERE DARE INED NO X STINGY A EARCH OF UTILITIES EXCEPTLE RECORDS. S SHOWN ONTO THE BEST OF TH SE PLANS. THE R
STORM DRAIN / / F�
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES
SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS
F RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
THE CONTRACTOR SHALL CALL DIGALERT AND HAVE ALL UTILITIES MARKED BEFORE DIGGING.
CONSTRUCTION NOTES AND
,l ESTIMATED QUANTITIES
�a
Y
Q
O
JURUPA I AVE.
} VILLAGE D
W J
m
J
0
m
RIVERSIDE RD.
W VICINITY MAP
50_y! NO SCALE
I
TYPICAL SECTION- * STREETS
NO SCALE
T.I.=5.5
* CAMELLIA DRIVE, GARDENIA WAY, ASTOR LANE, ZINNIA WAY
R, l 64' W
TYPICAL SECTION VILLAGE DRIVE
NO SCALE
T.I.=6.5
NOTE SIDEWALK MAY BE OMITTED FOR OFF -TRACT PORTION
OF STREET. PROVIDE SHOULDER AS SHOWN ON PLAN (3 -MIN).
R/W (WEST)
r
I 4.5'* VARIES 20-26'
21 I FS AT CL 0.01'
290 ABOVE TC AT
1 I 20 CURB WIDTH 2%
J �• - - - - - _ - j -�-
4
FL PER
3 16'-20' 5' I
eG I
10 CONSTRUCT 4" A.C. OVER 12" COMPACTED (95%) NATIVE SOIL 160,600 SF 13 REMOVE CMP INLET. 1 EA
O2 CONSTRUCT, CONCRETE CURB AND GUTTER (6" C.F. PER CITY 6,904 LF 14 CONSTRUCT 48" RCP 1500-D 383 LF TYPICAL SECTION -HEMLOCK AVENUE 4+06 TO 10+00
OF FONTANA STANDARD DETAIL 1003).
15 CONSTRUCT MANHOLE PER APWA STD. 321-1 1 EA NO SCALE
O3 CONSTRUCT STANDARD CROSS GUTTER AND SPANDRELL PER CITY 3,000 SF T•I•=6.5
OF FONTANA STANDARD DETAIL 104. MODIFIED TO 10' WIDE 1 EA
16 ADJUST EXISTING SDMH TO GRADE
O4 CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND 15,220 SF 36 LF
LOCATION PER PLAN do PER CITY STD. 1015. 17 CONSTRUCT BARRICADE PER CITY OF FONTANA STD. 118 UTILITY AGENCIES
O5
CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA
8 EA
18
a
1 EA
a
�
�a
Y
Q
O
JURUPA I AVE.
} VILLAGE D
W J
m
J
0
m
RIVERSIDE RD.
W VICINITY MAP
50_y! NO SCALE
I
TYPICAL SECTION- * STREETS
NO SCALE
T.I.=5.5
* CAMELLIA DRIVE, GARDENIA WAY, ASTOR LANE, ZINNIA WAY
R, l 64' W
TYPICAL SECTION VILLAGE DRIVE
NO SCALE
T.I.=6.5
NOTE SIDEWALK MAY BE OMITTED FOR OFF -TRACT PORTION
OF STREET. PROVIDE SHOULDER AS SHOWN ON PLAN (3 -MIN).
R/W (WEST)
r
I 4.5'* VARIES 20-26'
21 I FS AT CL 0.01'
290 ABOVE TC AT
1 I 20 CURB WIDTH 2%
J �• - - - - - _ - j -�-
4
FL PER
3 16'-20' 5' I
eG I
10 CONSTRUCT 4" A.C. OVER 12" COMPACTED (95%) NATIVE SOIL 160,600 SF 13 REMOVE CMP INLET. 1 EA
O2 CONSTRUCT, CONCRETE CURB AND GUTTER (6" C.F. PER CITY 6,904 LF 14 CONSTRUCT 48" RCP 1500-D 383 LF TYPICAL SECTION -HEMLOCK AVENUE 4+06 TO 10+00
OF FONTANA STANDARD DETAIL 1003).
15 CONSTRUCT MANHOLE PER APWA STD. 321-1 1 EA NO SCALE
O3 CONSTRUCT STANDARD CROSS GUTTER AND SPANDRELL PER CITY 3,000 SF T•I•=6.5
OF FONTANA STANDARD DETAIL 104. MODIFIED TO 10' WIDE 1 EA
16 ADJUST EXISTING SDMH TO GRADE
O4 CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH AND 15,220 SF 36 LF
LOCATION PER PLAN do PER CITY STD. 1015. 17 CONSTRUCT BARRICADE PER CITY OF FONTANA STD. 118 UTILITY AGENCIES
O5
CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA
8 EA
18
CONSTRUCT JUNCTION STRUCTURE PER DETAIL SHEET 8
1 EA
STANDARD 1006.
O6
INSTALL STREET LIGHT- PER ST. LIGHT PLAN
23 EA
19
CONSTRUCT CMP INLET PER OCEMA STD. 1305
3 EA
�t1�1lC
�`
CITY OF FONTANA
8353 SIERRA AVEO
7
CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STANDARD
12,300 SF
20
CONSTRUCT 18" RCP 2000-D
70 LFOft
�`
Z 1:
FONTANA CA 92335
209 LF
E7IP.1BR�f1�
TELEPHONE (909) 350-7610
102, W=16. TO BE FIELD LOCATED
21
"
CONSTRUCT 24 RCP 2000-D
80
REMOVE EXISTING CURB AND GUTTER AND SIDEWALK.
310 LF
22
CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD 102-B,
6 EAS
rv1`
SO.CAUF GAS COMPANY -- DISTRIBUTION FACILITIES
16231 VALLEY BLVD.
23
CONSTRUCT JUNCTION STRUCTURE PER APWA STD PLAN 340-1
1 EA
pf CRL
FONTANA, CA 92335
TELEPHONE (889-9711) OR (800) 422-4133
O9
CONSTRUCT: 36" RCP 1750-D
744 LF
Z
24
CONSTRUCT MANHOLE PER APWA STD PLAN 320-1
1 EA
RECORD DRAWINGS
SO.CALIF GAS COMPANY -- TRASMISSION DEPARTMENT
10
CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 331-2
2 EA
25
REMOVE 100 LF t 24" RCP STORM DRAIN. PLUG OPENING IN MAIN UNE WITH
1 LS
PMAMBy:
BREA, CA 92621
TELEPHONE (909) 529-2889 OR (800) 422-4133
DOUBLE COURSE OF BRICK AND MORTAR PLUG.
11
CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-2,
CONSTRUCT L.D PER APWA STD. PLAN 313-1, CASE B. CONSTRUCT
4 EA
26
REMOVE MANHOLE SHAFT PER DETAIL SHEET 7
1 EA
040*0
���+ RCE 25742
SOUTHERN CALIFORNIA EDISON COMPANY
CATCH BASIN CONNECTION PER APWA STD. PLAN 308-1
ll -OS
7951 REDWOOD AVENUE
27
REMOVE INTERFERING PORTION OF 72" RCP. CONSTRUCT
1 EA
FONTANA, CA 92336
12
CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD 102-A,
1 EA
MANHOLE PER APWA STD. PLAN 320-1. RIM EL=945.20
LMMN ENG94EMS
357-6231 (SO. OF MERRILL)
W=20', AND AS MODIFIED ON SHEET 2909
2g
REMOVE CHAIN LINK FENCE
128 LF
22i S. Cilawdl Street
909 357-6223 (NO. OF MERRILL)
onep, CA 92M
800 422-4133
29
INSTALL CHAIN LINK GATE PER SBFCD SPEC. DRAWING 1
73 LF
(711) 744.M
SEE SHEET 10 do 11 FOR STD PLANS
THE BASIS OF BEARINGS IS BASED UPON THE
CENTERLINE OF JURUPA AVENUE PER TRACT NO.
15117, RECORDED IN BOOK 275, PAGES 66 THROUGH
90, OF MAPS, RECORDS OF SAN BERNARDINO COUNTY O REV. REVISION DESCRIPTION
RECORDER, BEING N 89'06'36" W. BENCHMARK
HIELM ",.T,. T
ENGINE
221 S GLASSELL ST
(714) 744-9700
ORANGE, CA 92866
FAX (714) 744-9312
BENCHMARK: 918.40
SPIKE ON POWER POLE #674320E AT
INTERSECTION JURUPA AVE AND MULBERRY
AVE
TOLL FREE
A PUBLIC SERVICE BY
1-800-227-2600
OUND SERVICE ALERT
REc.oRo oRAwIr�C�
p V�S' A�� OU�QER . AOftO
�C MIN V CLEARANCE REQUIRED
AROUND ANY OBSTRUCTIONS
INCLUDING TREE WELLS, POWER
POLES, FIRE HYDRANTS AND
Q MAILBOXES.
C)eeArA 5' AtG
(EAST) Shoutdzr, added
81' A G
SAN BERNARDINO COUNTY FLOOD CONTOL DISTRICT
825 E. THIRD STREET
SAN BERNARDINO, CA 92408
(909) 383-1665
PACIFIC TELEPHONE AND TELEGRAPH COMPANY
3073 ADAMS STREET
RIVERSIDE, CA 92504
(714) 359-2585 OR (800)422-4133
FONTANA WATER COMPANY
8440 NUEVO AVENUE
P.O. BOX 987
FONTANA, CA 92334
(909) 822-2201
GENERAL TELEPHONE COMPANY
245 N. MOUNTAIN AVENUE
POMONA, CA 91766
(213) 357-2257 OR (800)422-4133
DATE 9M. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
I -II -OS IT
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
7_il. )1`1_ , , , STANDARDS IN EFFECT.
O HIE q�
No. 25742 m
d* ril
Exp. 12-31-01 Zb
9lF CF
GENERAL CONSTRUCTION NOTES
N
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 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 "W.A.T.C.H.
MANUAL", LATEST 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. 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 T14E POTENTIAL EXISTS FOR GROUND
MOVEMENT.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR.
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. 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 BENCHMARKS WITHOUT PRIOR
NOTIFICATION TO THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXIS51ING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS MONUMENT TIES AND BENCHMARKS,
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 CLOSURE 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 HAS BEEN OBTAINED.
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON
INSPECTION OF THE SITE, THE CITY ENGINEER MAT 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. AIL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
30. API ROVED 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 IBY 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.
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 PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD
DRAWINGS TO THE CITY ENGINEER.
I
Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
JENS THIELMANN
R.0 1E. No. 25742
EXP; DATE 12/31/01 DRAIIIN BYSOUTHRIDGE VILLAGE SCALE
s.z.
DESIGNED BY:
JTT --
Date 9'Q/BY:
4- Q G7
T T 16110
EE T IMPROVEMENT PLANS
DATE:
9-10-2001
DRAWL NG NO.:
2968 12