1997-5289 G (Plans) WORK TO BE DONE - T D . D WG . K N4 L_
D. EROSION CONTROL, ...�,
I 7 wo
A,. GENERAL, B. NOTIFICATIONS
1. IN CASE FAfSRGF.NC" E?O =iK IS REQUIRED, CONTACT S9ASA.Ss110, ,_< TYL?F. 1 1 =1LTT,C31 ATF'y.I`':? AT THE RATE OF NO
LESS THAN 2,CFJC.) . .
WITH THESE PLANS 3 THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY SATO, AT (760)6301771. LIS. PER ACRE. TYPE
6 MULCH (STRAW) MAY BE
L. ALL WORT D A R BE DONE IN ACCORDANCE
ThE STANAR
➢ SPECIFICATIONS FOR PUBLIC WORKS PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE SUBSTITUTED, AT.,I,
OR PART, FOR HYDRAULICALLY APPLIED Foot) 171 Ca
OF THE Y A SEARCH OF AVAILABLE RECORDS. TO THE � S .L. BF MADE,
CONSTRUCTION, THE DESIGN FIBER MATERIAL, WHEN STRAW IS USED IT MUTT $E / .u:!' V-4 7�C?/Y
F�
CONSTRUCTION STANDARDS OBTAINED B EQUIPMENT AND WORKERS FOR ETIERGENCY SOR. .HAL
. E THERE ARE NO EXISTING UTILITIES �. ) , : SEASON. A1,, ATIC;H�J3tF,D TO TS {F. u1A??? BY MECHANICALLY PUNCHING
N0 LESS
CI TY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL BEST OF OUR KNOWLEDG
'S � PLANS, HOWEVER: AVAILABLE AT ALL TIMES DURING THE RAINY SF.ASOQ3.
STANDARD DRAWINGS. ANY CHANG OR REVISIONS THEREFROM
EXCEPT AS SHOWN ON THEE LA � ; n, x'
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR ANY THAI 30i OF THE STRAW INTO THE SOIL.
ER NECESSARY MATERIALS SHALL BE STOCTPILED ON SI`I,
�' "
KF': DUE PRECAUTIONARY COtdVkX+3IENT LOCATIONS TO RAPID CX}NSTRTiC,'TIG) i FERTIL,IIIE',R CONSISTING OF AMMONIUM PHOSPHA'T'E
SU'LF'ATE, �'� " �`�`����' • , °
REQUEST FOR. INSPECTION. THE, CONTRACTOR IS REQUIRED TO TAKE
MEASURES TO PROTECT ANY EXISTING UTILITIES OR OF TEMPORARY DEVICES FRIF11 RAIN IS IMMINENT. 16 -20 -0 WITH 15%
SULPHUR .APPLI II AT THE RATE OF 500
RES LOCATED AT THE WORT SIT
REPORT TITLED LIMITED SOILS INVESTIGATION STRUCTURES IT IS THE PER � f!�/ ���� �
� •.
2. THE SOILS Is?SM A CRE.
- PROPOSED CONTACT' ''i(i?, FOLLOWING 3. DEVICES SHOWN OTi PI,P+2?S SHALL NOT BT^: MOVED OR MODk °I''.
DATED SOIL - RELATED RECOMMENDATION P CONTRACTOR'S RESPONSIBILITY TO
AND UP , .,; � WITHOUT TSIE APPROVAL OF THE ENGINEERING INSPECTOR.
PREPARED BY GEOTECHNICAL OWNERS OF SAID UTILITIES OR STRUCTURES . �., )1 0 ANY
Rita TD i '" ` /�
EDUCATION BUILDING BE r°Q;Lt+:?5r..t.Ft S13AS.,L BE PREPARED PRIOR TO HYDROST1F,k.:NG .
EXPLORATION, INC. DATED MAY 8, 1995 AND OCTOBER EXCAVATION, FOR VERIFICATION AND LOC:AT1 ; 11 1JTTF,S ENGINEER AFTER EACH RUN -OFF
PRODUCING RAINFALL. HE CONTRACTOR SHALL RESTORE ALL EROSION C NTFO` _ BY:
AS PARTOF" THIS GRADING PLAN. AN NOTIFICATION OF CCIMMENCEMENT OF WOE: 4.
x,19'37 SHALL 8E CONS IDERED t .
So TH THE DEVICE'; TO WORKING ORDER TO THE SATISFACTION C%" 7 ° "'t" i. ROUGHENING `I'HL; SUL<rr1C:E TO RE
PLANTED BY ANY OR A '� --
ALL GRADING SHALL BE DONE IN ACCORDANCE I CITY ENGIN
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID sa. SEWERS -- LEUCADIA WATER DISTRICT I -760- 753 -0655 C°A}tIEIIDATION OF;
�� /� �
REPORT, 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION SLOPES STEEPER THAN 6,1. �';A?!�d. � �/sG'
�
t . GAS A ELECTRIC - S.D. { >,N:E. A. RACK WALKI r* .
CONTROL RCO MEASURES AS MAY BE REQUIRED BY . B
THE CITY G/, rCfa A6t l
APPROVAL OF NORTH COAST DISTRICT 1 -800-42 2 -4133 �' GRADING OPERATION OR . RIPPING, AREAS THAT WILL NOT FREAK
UP USING
3. APPROVAL OF THIS PLAN ENGINEER DUE TO DOES NOT CONST A A INCOMPLETE
m _
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR -7 S-466 14 ITEM "r" Ar30v1. �X27:�A
CIRCUMSTANCES WHICH MAY ARISE.
OF IMPRO TS WITHIN STREET RIGHT-OF-WAYS. SEPARATE c. WATER d.741v6AIA WATER DISTRICT 1-76 0 53
CON
' REQUIRED IN RESPONSIBLE At?) SHALL TAK '�. CONDITION ?Tlr SCyIL, SO THAT IT IS SUITABLE FOR ,S'�;`4Ir1/I%I
+ir' Tfv"llLl. (6760 (6760 L C''J ,
APPROVALS AND PERMITS FOR THESE SHALL BE EQ 1 -8 - x422 -4 6 TH
133 . E, TRACTOR ,HALT. BE RESP S
CONJUNCTION WITH IMPROVEMENT PLANS, d. TELEPHONE - PACIFIC BELL PLANTING 13TH
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO) /1- P i ° p
SURFACE SOIL MOISTURE TO
TH
- DIMENSION CABLE -800-400-4133 AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS A. AD U^6 E',
4. WRITTEN PERMISSION SHALL BE. OBTAINED FOR ANY OFFSITE a, CABLE TV 1SINN
CONDITION. PF -- �
Fz:OVI ➢E A 3?.Fi+'r' BUT NOT SATURATED SEED BED.
GRADING.
48
r_ ice.
2. CONTRACTOR SHALL -
- 'NOTIFY THE CITY ENGINEER'S OFFICE: � PER APPRO G / .... � f � � -� 7 � )
, n 7. ALL EROSION CONTROL, MEASURES PROVIDED R THE A. POVE:C: B. THE ADDITION OF SOIL AME y
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAU'T'IONS HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PH
TO PROTECT ADJACENT PROPERTIES DURING GRADING PHONE: (7`60)633 -2770, GRADING PLAN SHALL BE INCORPORATED HEREON. A LEACHING
OR COVERING SALINE P
REQUIRED
OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE
GROWTH. 7'O PROVIDE, VIABLE CONDITIONS FOR
„p,OWTi ,, 7411VIIVO yKeILS.
REPLACED OR REPAIRER TO CONDITION EXISTING PRIOR TO
GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR 706=14 ZTE001 _
INSPECTION. PHONE: (760)633 -2770. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAINT HYDROSEEDED AREAS SHALL BE MAINTAINED
TO PROVIDE A sPIGOROUS GROWTH
BE SUBJECT' TO REJECTION AND REMOVAL. WORK D AY. HYDRiCtSzL'Dt;i' S TEE PERMANENT THE DEVELOPER SHALL BE RESPONSIBLE
THAT ANY MONUMENT AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EAC' UNTIL TNz" PRO'` C. +. IS PERMANENTL AREAS WHERE
PLA/YTE2 4=14 - P
OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL. A Y LANDSCAPING,
NSCAP r LANDS UNTIL H FOR
PRyJF,C?' IS
RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL, asT CCJ''iP3I i; ;. *•i. S RFLEASYD.
ENGINEER OR A LICENSED LAND SURVEYOR, '-a ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALT BE I,x
C. GRADING PLACE AT THE END OF EACH WORKING DAY ta'YEN THE PTV (5)
f,SIVIR4 ".NF1 1I I.: t'.A "!'A
7, THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN
DAY RAIN PR033.ABIL.,C'L'Y PO ?,EGA: *T' EXCEEDS F °C)R'CY .FRCI "�;'
T
B
MI DIRECTION WAS MADE $Y ML OR SITE A SA
AND ) r DEBRIS SHALL IAF? REMOVED A:'- °. „ rr -r t ' EXISTING NATURAL SLOPE ON- -SITF � 50
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND � SOILS ;A;('i�t,tl'S CERTIFICATE CERTIFICATE ALL SAFETY
DEVICES, INCLUDING SHORING =, AND SHALL BE L, ALL GRADING SHALL BF. OBSERVED AND 'PES'CF.L BY A 401,), SILT AND C7TtIk:R Ddw.
UNDER Ij snj .. € .. A
QUALIFIED SOILS ENGINEER OR UNDER HIS /HER DIRECTION. EACH RAINFALL.
� �, , ° ,, ,r,. z,:s r, ° -.° OF GT?z I
== 5 « JAIME A RROS A REGISTERED CIVIL ENGINEER IN THE STATE: OF
FEDERAL, SAFETY AND HEALTH ,STANDARDS, LAWS AND HE /SHE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT
:, H
P; �l fTr�AIM V7�s,L I,..._. _:'1"7'11 m CE . r
- � . COMPACTION �' "� _t F E[YDROSPEDED SI<)L''FS FP.t. ',� - '"`°° "� " t.AI 1F't'c?(iA,
PRINCIPALLY DC7INi> BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,
RECULATIONS. AND COMPACTION OF FILLS AND BACKFILLS AND COtPAC."T ON 20. SHOULD GERMINATION 0
, DE E
: ^,- , rTIVE : ,,, . OF GRAD ,,,,. ,, LL , HEREBY CERTIFY THTHSAMPLING SAMPLING AND STUDY
OF VHF; 5OI1. CONDITIONS, PREVALENT
OF TRENCHES. HE/SHE SHALL SUBMIT SOILS REPORTS AS PROVIDE COVER SLOPES (,0 M,�;(}F;d VERTICAL DEPTH OF FT .^
j. �• m NOVEMBER `;�C"aPES Srii,I, t " ",t;; W WITHIN THIS TSITE UNDER DIRECTIOBETWEEN N
THE DATE
GRADING AND E QUIPMENT OPERATING WITHIN ONE --HALF (I,2) REQUIRED AND WILL DETERMINE THE SUITABILITY OF AN,. COVERAGE) PRIOR ..O NOVEMBER
15, THE v, -
g, Q ,,. � MAY 8 1995 AND OCTO BER 9 1997 ONE CfL.E
_�� da"TE COPY OF THE
D NG OPERATIONS >r CL ED STRAW INSTALLED IN ACCORDA CE 1 170 C.Y: x 2,' � r ' " WTT
NA BEEN
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE FILL MATERIAL« UPON COMPLETION Q:)F GRA I STABILIZED WITH PUN
,. „ � P , G . SC)x "�,� KI,T'O, ?? COMPILED FROM 'T1125 S CY. ➢Y, WITI'1 MY RECOMMENDATIONS,
c THE EROSION AND SEDIME , E% , F UT � , . I HAVE k ,= ' WE,D
P M AND 7.30 A.M. ATHAT OBSERVATIONS AND TESTS WERE WITH SECTION t I0,* 3S, 02� O. T..LI ;, x r pE C Th t.., CUT
_ ._ _ -__ -_ M ° , , T x, ,F t & CITY € C,I2vF.UR. FURTHERMORE, CONDUCTED BETWEEN THE HOURS OF x.30 .. HE /SHE SHALL STATP.
HA
�. � ,. ., >, CA - 'ART ?4I;;', ^, !s) Am.,.4A. >, & � ..m Y ..,.._«_. -..._ C°sUEaI3..I.I tC, Tl:n:.
OFFICE .}I'' THE
!
RE
AN U R S UPERVI SI ON AND THAT CONTROL TANDBOOX OF T HE STATE OF DEI 300 _' T G RA DI NG -s RECOMMENDATIONS
INCLUDED IN T; ,
NOR ON SATURDAYS, SUNDAYS ANbs CITY RECOGNIZE MADE BY HIM/HER OR UNDER HIS /HE S
HOLIDAYS. IN HIS /HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS T' ON. IEPO FOR L PR AND CERTIFY
THAN INC
OF Ct ?'dS
ERVA WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED i 1?0 ',,:C, r. 2"I RLPOR "T FOR THIS PROJECT
HAVE BEEN INCORPORATED I? THE GRADING PZ,.
GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS E. HYDROSEED m- °- . ��1,5` SPFCIT'ICA! +X
� ARE ACCEPTABLE FOR THEIR INTENDED USE. J� A "`I':L�AGu DEPTH ,,t FILL ��_ � I
I �
9. NO GRADING OPERATIONS SHALL CO UNTIL A
BEEN HELD ONSITE WITH THE a G SHALL BE APPLIED TO AL
FREGRADING MEETING HAS B SLOPES Tfr�x
1. HYDROSFFDt
Gs'
>� CIVIL 2 . THE CONTRACTOR SM PROPERLY GRADE ALL EXCAVATED. GRADED G�;1 (TC}RILOix;l'AL T'Q? VERTICAL) OR STEEI`2:1' �asiF,` F?AR,1
"HE'OR }';4 SINF
FOLLOWING PEOPLE PRESENT. CITY INSPECTOR,
ENGINEER SOILS ENGINEER, GRADING CONTACTOR AN11 SURFACES TO PROVIDE POSITIVE DRAINAGE AND PPEiFI+Y THEY AR0
_ _ _
PURGING OF WATER. FIE /SHE' SHALL CONTROL. SURFACE WATER CUT R'0.„ 3� 7
> THE PREGRADE MEETING SHALL. BE SCHEDULED Ci`T 0 -,Y - - � IC Y
t.E3tMITTEE. AND AVOID DAMAGE TO ADJOINING PROPERTIES OF TO a TN HEIGHT II' FILL AREAS.
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING A. SPRE F %'.CET' OR MORE _ µ � m
7601633 -2770. E:DIAL 1:XP i'AT.
FINISHED WORK ON THE SITE AND SHALL TAKE REI'I S f3o��9 m
MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS R L n v - A
^LK; OP MORE IN xTEIGEPa IN CiiT AREAS,
HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION 11N,1,SS SLOP :S NO SUBJECT TO
EROSION D3 " "
3.0. PRIOR TO F AU CONTROL SURFS HAVE BEEN INSTALLED. I1 3R
TO THE FRCr5I0N RESISTANT CHARACTER OF T'e4a:; .._.- .__�,>_.._.�
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE MATERIAL AS ,APPROVED BY THE CITY ENGINEER. � SITE ADMESS
;
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM
GRADING R A
OVER TO SUPERVISE > ROUTE. THE 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED
' C I=
THE CITY ENGINEER FOR THE
PROPOSED HAUL, NCE WITH STANDARD OWNER'S K it l °I IC rETF:.
CONDITIONS AND
AND FILL SHALL. BE PLACED IN ACCORDA 2. IRRIGATION SIiAt;� MAINTAIN THE MOISTURE LEVEL OF' `.1F� _ 70i
GdUFRP� "E 1V VIEW COURT
WITH ALL r .,_, :; F °1. .. r C -FO - rISR HA.S i'tEN P
DEVELOPER SHALL COMPLY ;GETABL.E MATTER AND OBJECTIONABLE n
SPECIFICATIONS. AI�I, VE SOIL A. THr, OPQL"'P�'Ez LEJTai, FOR T °1,,. C.l ?OLt'CL3 O. ..,,,, WE FI CF,IET.II^s
Tx:.AT A REfTSNTEzIIu'D SOIs�M1 LNGINLER OR ..,. LOG`
CITY ENGINEER MAY IMPOSE WITH REGARDS S I (. 7 EN BtiE «JAS,GALIFO't3 #A
REQUIREMEN THE G MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE tII'DROSE??DriD GROWTH. L.RETAINED IGVI�L ALL ,.N
ACTIVITY AND ADVISE CT1 THE
YO THE HAULING OPERATION.
~^ X v
SURFACE UPON WHICH THE FILL.. IS TO BE PLACED. LOUSE CI WILL ;2F RETAINED x
COMPACTION AND OF THE SITE,
It. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE 3. HYDROSEEDING MIX.
SHALL CONSIST OF ALL THE FOLLOE,'3:NG: A.100 2;i7- k'O- L3,IAAIKQ 5
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE
SECURITY, AN AS- GRADE. CERTIFICATION
SINAI, RELEASE OF SCARIFIED TO A D OF 6" AND THEN COMPACTED TO A 1. SEED MIX SHALL CONSIST OF NO LESS `i11AN. �,���
G UNDER IT MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S a. 20 LEE. PER ACRE OF ROSE CLOVER °P
IIA'IEs
SHALL BE PROVIDED STATING. THE GRADIN U . 3 LES PER ACRE OF ta 2O LBS PF,K ACRE OF ZORRO FE SCUE RESPONSIBILITY TO PLACE,
SPREAD, WATER AND COMPACT THE, -
._..... _..._
._.�
NO. 2112=0 HAS BEEN PERFORMED IN SUBSTANTIAL w A; t} -
CONF{1'�RTIRCE VITY THE APPROVED GRADING PLAN OR AS SHtXi^t"?i FELL IN STRICT ACCORDANCE WITH SPECIFICATIONS, c, 3 L. PER ACRE (}F E S
ESS PER ACRE A A SCHOOL CIA GAS QFORT ?tGA
ON THE ATTACHED AS-GRADED PLAN ". THIS STATEMENT SHALL. d. L ALYSSEA IRx ROLSC O3, (CARPET Ax E OF SNOF4' A
!
BE FOLLOWED BY THE DTE AND SIGNATURE OF THE CIVIL f 3 IM
ENGINEER WHO CERTIFIES SUCH GRADING OPERATION, f. I LB. PER ACRE OF F DIMOIT
&. IT MS c, d, p, AND OF" THIS DECLARATION OF RaST"fiR'X,T.sLE CHARGE
SUBSECTION MAY BE OMITTED TO FINIS
4.
CUT AND FILL SLOPES SHALT BE CUT AND TRIMMED FOMITTED ON HAVE PA '
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS LOCATIONS WHERE THE AREA BEING I HERESY DECLARE IB I AM E O E TH
OF WORK FOR THIS OJECT THAT I D
' EXCAVATIONS AND EMBANKMENTS I R F.EDED IS NOT VISIBIPE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN 02'
THE PROJECT AS DEFINED IN
F EXCAVATI FYD OS c ��' - °'°� Ate
TRIMMED AS DIRECTED BY FROM EITHER A PUBLIC STREET OR SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND
THAT THE DESIGN IS IV � y® "- �
SECTIONS. THE SLOPES O � ��
SHALL BE SHAPED, PLANTED AND E'F'T IN A NEAT AND ORDERLY Q
RESIDENTIAL STRUCTURES. CONSISTENT WITH CLTRR NT' STANDARDS.
CONDITION. ALL STONES, ROTS AND OTHER WASTE MATTER h. ITEM A OF THIS SUBSECTION MUST F�
THE ENGINEER OF WORK AND L
OR EMBANKMENT SLOPES WHICH ARE BE INOCULATED WITH A NITROGEa I UNDERSTAND THAT TrE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
BY THE CITY I° °1 � I �
EXPOSED OR EXCAVATION a
LIABLE To BECOME LOOSENED SHALL
BE REMOVED AND FIXING BACTERIA AND APPLIED OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOE NOT RELIEVE
ME, AS ENGINEER
OF THE TOE AND TOP OF ALL SLOPES SHALL BE DRY EITHER BY DRILLING OR
OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. �"'.• , � �^ �j ca��
DISPOSED .
ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. BROADCASTING BEFORE HYDRO- _ � C A
SEEDING, E RICCI, CIVIL ENGINEERING �
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE 1014 WEST WASHINGTON STRE'E+.?` w
A
MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE 3. ALL SEED MATERIALS SHALT. BE SAN DIEGO, CA 9210
DISPOSED OF OFF THE SITE BY TEE CONTRACTOR SO AS TO TRANSPORTED TO THE JOBSI'TE IN (619) 296 -3183
r� _
LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND UNOPENED CONTAINERS WITH THE > to
FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS, CALIFORNIA DEPARTMENT OF FOOD e" 7 PJ( L �� 7
- fi t ° �'�
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED AND AGRICULTURE CERTIFICATION BY '� �/�
"�
FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE TAG ATTACHED TO, OR PRINTED ON ER CE. N , T ICCI ✓/C7
T 7 0 a CAS ml
DISPOSAL OF ANY SUCH MATERIAL, SAID CONTAINERS.
s 32103 EXP, DATE. 12 -31 -00 F ox
y NON -PNYT0 -TOXIC WITTING AGENTS - �
N9
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