1995-4284 G (Plans) 7
GRADING PLAN LEGEND
WORK TO BE DONE
D. EROSION CONTROL
A. GENFRAL B.' NOTIFICATIONS STD. DWG. SYMBOL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY 1. IN CASE EMERGENCY WORK
IS REQUIRED, CONTACT MASATSUNE 2. TYPE I MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000
1771
619)634
T O
SAT, A (-, LBS. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE &?0f)T //V/G 010501T/U/`1
THE. STANDARD SPECIFICATIONS FOR PUBLIC WORKS PIPES AND STRUCTURES SHOWN ON THESE LEANS WERE
•
SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE
PAD 171.8
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES 2. EQUIPMENT AND WORKERS
FOR EMERGENCY WORK SHALL BE MADE FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE /°�},/. EGEV-4T _101'1
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM EXCEPT A5 SHOWN (7N TRESS PLANS, HOWEVER: AVAILABLE" AT ALL TIMES DURING THE RAINY
SEASON, ALI, ANCHORED TO THE SLOPE. BY MECHANICALLY PUNCHING NO LESS
BY THE CITY ENGINEER PRIOR TO ANY 11
NECESSARY MATERIALS SHALL
SHALL BE APPROVED ALL BE STOCKPILED ON SITE AT THAN 50% OF THE STRAW INTO THE SOIL. FiN /SH EGEY�fITiUN
REQUEST FOR INSPECTION. THE CONTRAC'T'OR IS REQUIRED TO TAKF DUI -. PRECAUTIONARY CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION
MEASURES TO PROTECT ANY EXISTING TTILTTIFS OR OF TEMPORARY DEVICES WHEN RAIN-IS IMMINENT. 3. FERTILIZER CONSISTING OF
AMMONIUM PHOSPHATE SUL ATE, EY /S'T / /Y� CO/YTUU2
2. THE SOILS REPORT TITLED LTMTTED SOILS INVESTIGATION STRUCTURES LOCATED AT THE WORK SITt, 7 S THE 16 -20 -0, WITH
15% SULPHUR APPLIED AT THE RATE OF 500
AND UPDATED SOIL - RELATED RECOMMENDATION - PROPOSED CONTRACTOR'S RESPONSIBILITY TO CONTACT 01 LOWING 3. DEVICES SHOWN ON PLANS SHALL
NOT BE MOVED OR MODIFIED LBS. PER ACRE. X7(0
EDUCATION BUILDING PREPARED BY GEOTECHNICAL OWNERS OF SAID UTILITIES OR STRUCTURV ANY WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR,
EXPLORATION, INC. DATED MAY 8, 1995, SHALL BE = r AREAS TO BE HYDROSEEUED SHALL BE PREPARED PRIOR TO
HYDROSEEDING
EXCAVATION, FOR VERIFICATION AND L.00AT`
CONSIDERED AS A PART OF THIS GRADING PLAN. ALIT AN NOTIFICATION OF COMMENCEMENT OF WORK: 4. THE CONTRACTOR SHALL RESTORE ALL
EROSION CONTROL. BY:
GRADING SHALL BE DONE IN ACCORDANCE WITH THE DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE
>F141- S'GO�'ES
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID a. SEWERS - LEUGADIA WATER DISTRICT 1- 800 - 422 -4133 CITY ENGINEER AFTER EACH FUN -OFF
PRODUCING RAINFALL. 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A �-
COMBINATION OF: CUT 3GOPE'S • • • - - • • -
REPORT.
h. GAS RELECTRIC - S.D.G.&E. 5. THE CONTRACTOR SHALL INSTALL REQUIRED EROSION
3 APPROVAL OF THIS PLAN ICES NOT CONSTITUTE APPROVAL., UE NORTH COAST' DISTRICT I -800- 422 -4133 CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY A. TRACK WALKING SLOPES STEEPER THAN 6:1. 9W.4LESANO 1 =4 1 =40w G Oi2CT /CJA/•
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR B. RIPPING AREAS
THAT WILL NOT BREAK UP USING CArCN BoS
OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE c. WATER - 0L1b% &*PV WATER DISTRICT 1- 800 -422 -4133 UNFORESEEN CIRCUMSTANCES WHICH MAY
ARISE. ITEM "a" ABOVE. , . . . . . . �Z P >PE
APPROVALS AND PERMITS FOR THESE SHALL HE REQUIRED IN • • • • • . •
CONJUNCTION WITH IMPROVEMENT PLANS. d. TELEPHONE - PACIFIC BELL. 1- 800 - 422 -4133 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL
TAKE, 2. CONDITION THE SOILS SO THAT IT IS SUITABLE FOR RETQ /N /NG vVQLL (5T0 OWG C -2) .
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO PLANTING BY: A. 0. PAV1/vG - . . _ . SEEP.4Y/9YG)
- - . , . •
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE e. CABLE TV - DIMENSION CABLE: AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS
Ow/?r,E3EC0
I- 800 - 422 -4133 CONDITION. A. ADJUSTING THE SURFACE SOIL MOISTURE TO �" CU,2P..,. _ G - �oTYPEB
1)
GRADING. PROVIDE. A DAMP BUT NOT SATURATED SEED BED.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S 000d `•
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
CU2f .41- C°UTTEe_ - 2TYPE
s
'" GRADING PLAN SHALL $E INCORPORATED HE=REON. B. THE ADDITION OF SOIL, AMENDMENTS, PH
HOURS PRIOR TO BEGINNING ANY WORK ON THIS PRO. +ECI 'GG
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING PHONE: (619)633 -2770,
ADJUSTMENT, LEACHING OR COVERING SALINE
OPERATIONS, ANYTHING DAMAGED OR DESTROYED SHALL BE
RFPL#CED OR REPAIRED TO CONDITION EXISTING PRIOR TO SOUS TO PROVIDE VIABLE CONDITIONS FOR
_
GROWTH. CO/YC. O•P,/vEwAy.. ��+_ 2�) - A T _
GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT INSPECTION. PHONE: (619)633 -2770• 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST
DRAIN P/I109YZ NOTE":
TH AT ANY MONUMENT HYUROSEF'�DFD AREAS SHALL BE MAINTAINED TO PROVIDE; A VIGOROUS GROWTH
l R AWAY FROM THE FACE OF SLOPE; AT THE CONCLUSION OF EACH , F'
UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, AREAS WHERE
P/J
OR BENCH MARK WHICH 1S DISTURBED 0 DESTROYED SHALL BF. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WELL
V /ivG S /� L AG 136 3 "A. C. OVEN 4" CLASS ZI f-3�4
RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL BE SUBJECT TO REJECTION AND REMOVAL.. WORK DAY' HYDROSEEDING IS THE
PERMANENT LANDSCAPING, UNTIL THE PROJECT IS
LICENSED LAND SURVEYOR. $ELT /U/v y✓ /Z-L f3E Vc.2iFiEO W /TN ".2' TESTAFTE,e
ENGINEER OR A LICFNS
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN COMPLETED AND All SECURITY RELEASED. 0VAO G,PAZI N`/G.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN C. GRADING PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5)
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT
A ENVIRONMENTAL DATA:
1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND QUALIFIED SOILS ENGINEER OR UNDER HIS /HER DIRECTION.' (40%). SILT AND OTHER DEBRIS
SHALL REMOVED AFTI3R 1) STEEPEST EXISTING NATURAL, SLOPE ON -SITE: 50 % SOILS ENCI uF ='R'S CE:RT °IFICATIs
EACH RAINFALL. FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND
HE /SHE SHALL OBSERVE AND TEST THE EXCAVATION PIAC,F NT WAS MADE BY ME OR UNDER MY DIRECTION
BETWEEN THE DA
AND WI SOIL CONDITIONS PREVALENT
SOIL MECHANICS,
IO J +QOA°i E m-,2.0 S A REGISTERED CIVIL ENGINEER IN THE STATE OF
REGULATIONS• AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION 2) MAXIMUM VERTICAL T`1C:AI. DEPTH OF (XIT = -_,
5 I, - Cc
. SHOULD GERMINATION OF HYDkOSE;EDF.D SI.QPES FAIL fi0 ��.. ---• --
OF TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS AS CA LIFORNIA, PRINCIPALLY DOING $USINESS IN THE
FIELD OF APPLIES)
„ PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90 e TC DEPTH OF FILL = 3 HEREBY CERTIFY
THAT A SAMPLING AND STUDY OF THE.
£3. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (L/2) REQUIRED AND DETERMINE THE SUITABILITY OF ANY 3) MAXIMUM VFRT_
A:_.
SHALL NOT BF, Q COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHAD BE WITHIN THIS SITE TE
RE UI
MILT; OF' A STRUCTURE FOR HUMAN OCCUPANCY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS
900 C.T. x 27 ;, -_� � �_.._ �_..�.,. TU fi
' HOURS OF 5.30 P.M. AND 7:30 A.M. TESTS WERE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE r%• 2!
A ND /`'�ti- 0� ,�"- ONE COMPLETE COPY OF THE
BETWEEN THE. HOUR. HE /SHE SHALL STATE THAT OBSERVATIONS AND .T
WITH 'SECTION 35.023 OF THE EROSION AND SEDIMENT ° °°" -°-`• _ 2, SOILS R1zPOR °L GOMPTI.EU
FROM PHIS uIUU
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED M t+7.T11 MY RECOMMENDATIONS, HAS BEEN
Y HIM/HER OR UNDER HIS /HER SUPERVISION AND THAT SUB
4) AVERAGE DEPTH OF CUT 13
A B / CONTROL. HANDBOOK OF THE STATE OF CALIFORNIA DF.PAR "rMIN'T •'-° "`M - _"Y"`""`_"'` T'0 THE OFFICE.
OF THE CITY F;NGINF,F,R, FURTHERMORE, I HAVE REVIEWED HOLIDAYS. IN HIS /HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS
�- _ F °
OF CONSERVATION. '"�"`""'°""• THESE GRADING PLANS AND C'ERT'IFY THAT THE RECOMMENDATIONS INCLUDED IN
THE SOILS
WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED
1100 §.Y. C;.Y x 27 RE'S'ORT FOR THIS PROTECT HAVE BEEN INCORPORATED IN THE GRADING PLANS
AND
GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS E. HYDROSEED
9. NO GRADING OPERATIONS SHALL. COMMENCE; UNTIL A ARE ACCEPTABLE FOR THEIR INTENDED USE. 5) AVERAGE DEPTH OF' FILL
= 1 .30 SPECIFICATIONS. _
PREGRADING MEETING HAS BEEN HELD ONSI'TE WITH THE 1. HYDROSEEDING SHALL BE APPLIED TO All SLOPES THAT ARE
22,80 0s.�
=
FOLLOWING PFOPLE PRESENT: CITY INSPECTOR CIVIL 2. THE CONTRACTOR SHALI. PROPERLY GRADE ALL EXCAVATED GRADED 6:1 (HOROONT'AL
TO VERTICAL) OR STEEPER WTUF14 SIGNED
DRAINAGE AND PREVENT '�
ENGINEER, , SURFACES TO PROVIDE: POSITIVE DRAI A Qv r p F
SOILS ENGINEER, GRADING CONTRACTOR AND - THEY ARE:
PERMITTEE. THE PREGRADF. MEETING SHALL, BE SCHEDULED PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER
3 Z�� 6 Z-O v
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO A. THREE FEET OR MORE IN
HEIGHT IN FILL AREAS. CUT = 900 C.Y.
N.C.E. NO.: �'
(619)633 -277U. E: SITE AND SHALL TAKE REMEDIAL -� '
FINISHED WORK ON TH
MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS EXP. DATE: ,S-� e l s
B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, FILL = 1100_ C.Y °. ---
I0. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY UNTIL SUCH TIME. AS PERMANENT DRAINAGE AND EROSION -
i �a ' N
UNLESS SLOPE IS NOT S TO EROSION DUE IMPORT
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE CONTROL MEASURES HAVE BEEN INSTALLED. , 200 C.Y.
u
TO THE EROSION RESISTANT CHARACTER ()F THE .-- -- -•__� „'- --'° � ��� � �
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM MATERIAL AS APPROVED BY TILE GIT'Y FNGTNFTHZ.
RI
THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE 3. ALL AREAS TO BE FILLED SHALT. BE PREPARED TO BE FILLED
SITE ADDRESS
DEVELOPER SHALL COMPLY WITH ALI, CONDITIONS AND AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD OWNEk'S CERTIFICATE
SPECIFICATIONS. ALL VF;GF.TAET.,E MATTER AND OBJECTIONABLE � • IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF TLIE' 701
GARDEN VIEW COURT
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE
QU
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE ,, I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST IIASVBEEN ENCINITAS,CALIFORNIA � *,
TO THE HAULING OPERATION. HYDROShEDED GROWTH. c
SURFACE. UPON WHICH THE FILL IS TO BE PLACED. LOOSE OR WELL BF. RETAINED TU SUPERVI.�E OVER ALL GRADING AC"TIVITX
AND ADVISi, (,,, THE
11. 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 FOLLOWING: COMPACTION ANT) STABILITY OF THE SITE.
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE
A.P. N: 257- 470 -14,15
FINAL RELEASE OF SECURITY, AN AS -GRADE CERTIFICATION SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A SEED MIX SHALL. CONSIST
OF NO LESS THAN:
SHALL BE PROVTDEP, STATING: "THE', GRADING UNDER PERMIT MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S 1 '' ( �
HAS BEEN PERFORMED IN SUBSTANTIAL b 20 LBS PER ACRE OF ZORRO FESCUE RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE
a. 26 LBS. PER ACRE: UE NOSE CLOVER J/ DATE:
_ . _ _ _ e -_ .- _ _ --
NO. 4284 -G -
-- - " ` FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. SIGNATURE
WITH THE APPROVED GRADING PLAN OR AS SHOWN C. 3 LBS. PER ACRE OF F.. SCHOOL CIA C;ALTFORNICA
ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL. d. 4 LBS PER ACRE A ACHILLEA MILLEFOLIA
BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL e. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. f. 1/2 LB. PER ACRE OF DTMORPHOI.ECA
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH B• ITEMS c, d, e, AND f OF THIS DECLARATION OF RESPONSIBLE CHARGE
VAe /ES
VAe /ES C�
GRADE TO PRODUCE MAY BE OMITTED ON
SMOOTH SURFACES AND UNIFORM CROSS
LOCATIONS WHERE THE AREA BEING I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT 7 WYE
30' -42't 42.5' 45.0't N
SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS HYDROSEEDED IS NOT VISIBLE
EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN
FROM EITHER A PUBLIC STREET OR SECTION 6`'03 OF THE BUSINESS AND PROFESSIONS (ODE, AND THAT THE DES10N IS
THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY °k'OdEGT � Q
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY
RESIDEN'T'IAL STRUCTURES. CONSISTENT WITH CURRENT STANDARDS. S >T� Z (,
CONDITION. ALL STONES, ROOTS AN OTHER WASTE MATTER h. IT04 A OF THIS SUBSECTION MUST '
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE BE INOCULATED WITH A NITROGEN I UNDERSTAND THAT THE CHECK OF PROJECT
DRAWINGS AND SPECIFICATIONS BY THE (:TTY I I<-°i I V I LiJ (C77
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND FIXING BACTERIA AND APPLIED OF ENCINITAS IS CONFINED TO A
REVIEW ONLY AND DOES NOT RE:LIINE ME, AS ENGINEER � � I W
U
DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE I I � � ! -
DRY EITHER $Y DRILLING bR OF WORK, dF MY RInSPONSIBII.ITTES FOR PROJECT DBSI:GN.
2,. o ° �1 ° 2 % I 2 A. O
ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. BROADCASTING BEFORE HYDRO- / 2 /rl � V
2 /° � i .• Z
SEEDING. F RIC:CI, CIVIL FNC iNFERING Z
5. ALL TREES, BRUSH, CRASS, AND OTHER OBJECTIONABLE 1014 WEST WASHINGTON STREET z
to
MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE i. ALL SEED MATERIALS SHALL BE SAN DIEGO, CA 92103
05100T1/YG P/JV11.1G U
DISPOSED OF OFF THE SITE BY THE CONTRACTOR 50 AS TO TRANSPORTED TO THE JOBSITE IN (619) 296 -3183
LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND UNOPENED CONTAINERS WITH CALIFORNIA DEPARTMENT OF FOOD THE
CUB 6UTTE�
FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. AriO v^ /Oc'WAG - > _
APPROVAL OF LOCATION OF DEBRIS FILL SHALL. BE SECURED AND AGRICULTURE CERTIFICATION BY m DATE: - 5 ,/7 5
TY� /CAC SECT /O>y GA. Oe N V16W �eDAI7 `
FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE TAG ATTACHED TO, OR PRINTED ON ERIK B RTCC1:
DISPOSAL OF ANY SUCH MATERIAL. SAID CONTAINERS. T NOT TO S C/IL 6
3210 EXP. DATE: 12- 3 1 - 96
�t Ga 0,D�� J. NON -PHYTO -TOXIC WETTING AGENTS R.C.E. NO.: _ - U
N $ roA MAY BE ADDED TO THE HYDROSEED 3!0' 11
I
e SLURRY AT THE DISCRETION OF fat z& 2�0' 10 W
T V
U Vi $/
THE CONTRACTOR. 0
��AP i S I I i P2E ECT Cl
V/ 01 _i C6
�r1 _ I I I I I Q � -
�-' >ifUU /V /T.a1 >H QgOfESS /ONq �,�-. ,: •?� O
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CUP�S�'6UTTEr? _
1257y rJ,e /V� AS _BU /LT ENCINITAS FIRE PROTECTION �Q`���C,� L' Ri� Fy - •, c
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7-a13 AICU&FVA.2/01 ° No. 32103
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