1996-4908 G (Plans) GRADING NOTES LEGAL DESCRIPTION LOT 4, MAP w HYDROSEED NOTES
N011FICATIONS IL N0. O
TO
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FOIZ t2" 24" MIN. 61, QUgNT1TY A TEe TNE
SLU22Y, -
2
0
i IN TH6 ABSENCE /NR
S SHALL, A O
SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, ,n Z TO T HYDRO SEED
1. ALL WORK FOR PUBLIC WORKS D UTI PIPES
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MIX AND APPL /CATI OQ TION RATES SHALL BE 6 A MIX tX OF4 F ALL LL Trld /E FCX.LOW/NG :
.P.N to
THE STANDARD SPECIFICATIONS i DERGROUN . THE EXISTENCE AND LOCATION OF UN _
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03 (POR _z _
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A O N
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR me 3' 2 ,
Bose CLOVER, 20 LB 5 I 4ce6.
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN
CUT AMMONIUM PHOSPHATE SULFATE (16-20 -0) W/TH /5% SULFUR, SLOW
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY ON THESE PLANS, HOWEVER: SLOPE- z RELEASE 1000 L.85 176k
ACEE.
REQUEST FOR INSPECTION. 2^/ °MIN. - -7 WOOD F16,eE MULCT -1, 2000 t-85 8S PEP6,10 AC2E.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY SITE ADDRESS: DOUBLE LL RANCH ROAD MODIFIED,ROCK 20^/ MAx:
20220 FESCUE , 20 GBS PE2 ACRE.
t< <S� WgTEIZ ND R4rt0 PL /COF OF E2
2. THE SOILS REPORT TITLED "PRELIMINARY SOILSINVESTIGATION MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES ENCINITAS,CA92024 , ,
�/ Op W LEFT TOT AI To n-4is OR
FOR SINGLE FAMILY DWELLING' LINED D- 75TYPE ATE FOZ SHOULD
LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S BROW DITCH 2 BACKING RATE OF APPLlCATIONSHOULDNOT BE SUCH
AS TO CAUSEEROSlON
PREPARED BY Co. Con.yA p , y6n✓" A gl,*6 RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO NO. THICK w/ EARTHEN SWALE
DETAIL AND NO RUNOFF SHOULD OC A.
A
INC. DATED 10 -24-96 SHALL BE CONSIDERED AS CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR LAYER OFWOVEN SECTION
A -A ALL SEE AND FE2T/LIZEQ MUST 86OELIVEREDTo7r46SITE IAJ
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND OWNER /PERMITTEE: ANITA SCHNADIG
NO SCALE
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF 1234 CAMINITO GRACIELA FILTER
FABRIC UN620lGEN SACS. FE2TILIZER AND SEED BAGS SHALL BE TAGGED
CONTAINED IN SAID REPORT. WORK: ENCINITAS CA 92024 SECTION B -B FILL BERM AND 1-4861-60 AS 28QU/IZED
BY STATE P_EC-UL4TIONS.
NO SCALE THE SEED SHOULD BE INOCULATED W1Trl BACTERI.4 Tt4,AT HELPS FIX
MODIFIED BROW DITCH NIT20GEAJ. 7/46 DEPAETMENT OF AGAZICULTURETAGS SHOULD BE
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF A. SEWERS - 633 -2770 CHECKED FO2 T41S
P
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF NO SCALE O
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE B. GAS 6 ELECTRIC - (800) 422 -4133 0
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN ESTIMATED QUANTITIES GRAPHIC sC ALE IN FEET
CONJUNCTION WITH IMPROVEMENT PLANS. C. WATER - 753 -6466
.=
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4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE D. TELEPHONE - (800) 422 -4133 CUT 1,100 C.Y.* 0 t5' 30' 60' 90'
120'
GRADING. FILL 1,100 C.Y.*
E. CABLE TV - (800) 422 -4133
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED EXPORT C.Y.*
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR
HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
REPAIRED TO CONDITION EXISTING PRIOR T PHONE: (619) 633 -2770.
0 GRADING. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
a
ONLY. (CALCULATED DN A THEORETICAL BASIS. ACTUAL
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR QUANTITIES MAY VARY DUE
TO SHRINKAGE OR SWELL FACTORS). EXIST R/W EXIST. 60 PRIV4TE fi, ESMT. R Q AD -
ESNABLMSHEDWANDHREPL�CEDUBBED RR DESTROYED SHALL BE RE- WITHOUT INSPECTION WILD. ALL WORK PERFORMED 1 "- 30' ExtST.60'I O D F02 PLL RAN
C H o 0
EGIS ER BE SUBJECT T 0
ED CIVIL ENGINEER
UBLE
REJECTION AN
%
ORAL 237 46
ICENSED LAND SURVEYOR. D REMOVAL. D EXIST. EDGE AC. q °39'48 E
/ EXIST 8 "S - -- - I
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL ENVIRONMENTAL NOTES: _
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 13 % - g _ - S-
- - 5 1 1 \
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND (EXCLUDING AND EXISTING MAN MADE SLOPES). W _
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND EX /ST "PV. WAT �W� ti I
REGULATIONS. EROS L RK IS REQUIRED, 2. THE MAXIMUM VERTICAL DEPTH 5 OF CUT IS 6 ' AND THE MAXIMUM W A.C.
EXIST. F.H.
I \
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE 1. IN CASE EMERGENCY WO CONTACT VERTICAL HEIGHT OF FILL '. - �'- -w-
W EXIST EDC-E 3
.
-HALF (1/2) EXIST 30' STO12M DiZAlN ESMT
1
ANITA SCHNADIG AT 759 -0908 (PHONE) 2.5 FT. P6 R 0WG.4402_G 1 \
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C. F.) _
CONDUCTED BETWEEN THE HOURS DF 5:30 P.M. AND 7:30 A.M. OF CUT AREA OF CUT (S. F.) _T�
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. - /
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 2.0 FT. -
T� -- - -� -� - �I Y �� p- 75DnW
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL OF FILL AREA OF FILL (S.F.) - Y �_ Yi Y i� TYPE 0
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 1 )
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING LEGEND - A •
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED - \
ADVANCE BY CALLING (619) 633 -2770. WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. S.O.R.S.O. = SAN DIEGO REGIONAL STANDARD DRAWINGS
II Ip_OVE� 2 ors PE2 I I I \
I
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES S. D. R. S. D. �
p - 75
ITEM N0. SYMBOL DOWND2AIN DWG
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER \
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE AFTER EACH RUN OFF PRODUCING RAINFALL. I
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER G�
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL PROPERTY LINE \ \
I N
EXIST CONTOURS (200)
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO .
OPERATION. UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES ICI[
FINISH GRADE CONTOURS P
�� I I I
WHICH MAY ARISE. SPOT ELEVATION . 199.0 40 t4 2 m I ��
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING 8� 0 GYI ` I
90 \ P'L NII I p W
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE q C BERM
Q U
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RELEASE OF SECURITY, AND AS GRADED CERTIFICATION SHALL BE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO - - \ 3 �I�EeAGI�r
/// I 3
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. EXIST. E A SE M ENT U NE
\.1 OVEN F
4908 -G HAS BEEN PERFORMED IN SUBSTANTIAL SEWER LINE 8 MANHOLE WATER LINE (PER 4402 -G) -s
: )- ���►►►111
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED _
THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE GRADING PLAN SHALL BE INCORPORATED HEREON. WATER LATERAL (PER 4 402 -G) _ "" N
o \ IdAT I w
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER - I
WHO CERTIFIES SUCH GRADING OPERATION. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY PAD ELEVATION N 10 0'
P P Et2 G
PAD 191.5 yo I°
/ IqX' Ap�AY 2 22VU U
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK FINISHED FLOOR ELEVATION N RIP APtI� ONI Cl gLF02
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED DAY. CUT SLOPE 2 :1 MAX. / I
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE F.F. 192 M
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE FILL SLOPE, 2 1 MAX.
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN ✓ Y pQO
P E I I �.�\
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT DAYLIGHT LINE 20
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. DIRECTION OF DRAINAGE , ,""
V i I 1 8q 0
P 1 * 3
8 v, A
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND E RIP RAP PER D -40 'gip~ E _ I
'
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT 10. SHOULD GERMINATION OF HYDROSEED SLOPES FAIL TO PROVIDE AC SPILL WAY PER `T�
� TI� G / ��f�� 2'•� \� Uj I I GE S rL��g 6. r 1
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR ° 4t�
11 IA ', G O N 110 '
CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH 12" C M P ALA0
f O qy.0 1 $ � � ,�
. ! 0 S .)F rE ,
SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS r10
PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 GRAVEL BAGS(2BAGS HIGH) S r4� N y S O2T 0IL5 ��! �9'�
\ 18 5 )8q C I �� pIN G gtENO rEXI�GE 3
G
!4 C G� I E 15
4E CiU� p LA F) RE pF1 I P I� TN
ARE SUITABLE FOR THEIR INTENDED USE. OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE D - 75 BROW DITCH MODIFIED, ROCK LINED
A2 C N. P F• I 9 T. t� G V ED GOI'' �D , N
OF CALIFORNIA DEPARTMENT OF CONSERVATION. F• E 0 f. A AEG CEO P L> p G GA
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED STEMWALL A R p,O 1 qo p S L I EM I 0j5 ¢ � 6
`
G RA N l
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING
HE SHALL CONTROL SURFACE WATER AND AVOID SEWER LATERAL(PE R CS 202) v0 E�
OF WATER. WATER LAT ERAL(PER 4402 G) -� I �'
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SOILS ENGINEER'S CERTIFICATE -� u I ES qX• j 8 " y 0
p I I N zz
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION \ (F R 5 _ }ry
0 I�,
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT 19
I, 9"41!' A AE6L/ A REGISTERED ENGINEER IN THE � � p P G. I v 19 .0 r t$ q.5 Q O I -
CONrOUIZ RADETO
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF 20'PRIVATE DRIVE AND WATER EASE
M ENT Ij 02Q /KIDV2 BE2M 1Q
INSTALLED. CERTIFYY THHAT THE 10.00' 1000' 3 N +
s
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FOR THIS PROJECT HAVE INCORPORATE ING PLANS AND 2' 8.00' apo 2
, n S LD y{
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. C) 2 1 h I
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE UU'iE PROPOSED DRIVE �STRUCTURIJL SECTION PEJZ o ✓, (] 19 A 1�
�\ ' D�
r � di e' 9 ATE) DWG 4402 -6 Oe AS 0 0
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE RCE NO.: d 4
II q � 1 'yA� p G pt 1 g
_ F� (PRIV �GAJeEQ8456DONS (
I q'X 3
SIGNED: gyp! 5�1GQC5
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL 9 < 12
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM *' EXIST. 20' SEWER ESMT. / "R "VALUE TESTS t FG FF' o
NIE y1G
F1
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO EXPIRATION DATE: 9- D ,0 19 � ELEVATION PP,� 1 ' q0
A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 xp 0 PER PLAN / = GRRP�� { s P .1%
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
P ACCORDANCE WITH SPECIFICATIONS. LACE, SPREAD, WATER AND COMPA T T F
C HE ILL IN STRICT �,. 1 1
xI' L' 1. 2:1 I �- I V I I '
2 °1° 19t.O
2%► 2:1 I � �.'
�� ®�� CUT OR FILL CUT O F LL ' 1 73't
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH yr 198.0
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS 5'I
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS t0 5 ' H. 19.0
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE SEE SOILS REPORT FOR OVEREXCAVATION 10 ' 1 _
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY ,0 $4
I _ I !
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER AND FOOTING DESIGN RECOMMENDATIONS s "PVC wATER BIJPVC SEWER I 1 a,:
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE I�
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED PRIVATE DRIVE
• tp�
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN TYPICAL SECTION
ACCORDANCE WITH THE GRADING ORDINANCE.
NO SCALE \ \ - -� � g1-
16. ALL TREES, BRUSH. GRASS, AND OTHER OBJECTIONABLE MATERIAL DECLARATION OF RESPONSIBLE CHARGE 1Q CONN n EXIST.
I 3 I \
\ \ \ C I I \ q
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF CONC. D2� AGE SWALE \
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT.
/° 2 I
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE DOUBLE LL RANCH ROAD
F 2
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS a w E DovE HOLLOW
\ \ ERM1N Y SOILS ucru SECTION T08E TEA? SE/ZVlCE LOCATION
WA WA a DWG. NO 4402
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. O \
ON"2
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. y. _j a ROAD EN _
�`` � w u "
< VALUE T 5
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS "'
z n
ua 3 °AC ONE? CL. "P�` n `� 393.53' `
OWAl25kl' CERTlFlCyTE BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NO �Q� ��E A ' A,9 FQ. a g a° SITE
\ \ \ By?AtJE (95y,J/ R SAIL$ A/71 083.68) G24VEL SU2PACE. Lm
I
RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJ Q S� 2 z O \ \ \ REST pg7ED /0 _ 24 .9,,
_ FS. @[�KD. VARIES �STRUCrUZALSECT101JTO86 w a
HEPE6Y CE.PT /FY THATA ,C�1STEew SOILS exlamlEF� ae DESIGN.
GEOLG ' •'� "' " c, DETEeMI vED BY So /LS z
N ry
Y� /ST ///Vg a--CAI / OCR W /LL TO /ZETA /UEO $(/pE,p{�ISE JACK C7 rn S \
L_ I J 12- / % "G?USHE0404x6 Uct E ON z ° s
OVE.2 ALL GRAD /i(/l� ?Clrl /!TY " 0. 29577 � E2 BASED Z N
.� ^ �� 1 Y, W m 2
P 2.1 a 2" V4LUE, >a
ANO AO!/!5E OrV THECOrhf�'T /O.(/ ,�/ cc � �, z m
AND STABILITY OF THESITE. BY: X
.?: / < DATE Z4� Ep.3 /31/98 0
WAYNE PA 0 u