1994-4075 G (Plans) General Notes o Work to be Done
�D �� �L �
1. All work shall be done in accordance with these plans, the Standard The Grading consists of the following
Work to be Done according to the plans, the
Specifications for Public Works Construction, the Design and Construction current City of Encinitas Engineering
Department Standard Specifications, the San Diego
Standards of the City of Encinitas, and the San Diego Area Regional Area Regional Standard Drawings, and the Standard
Specifications for Publis Works Construction
Standard Drawings. Any changes or revisions therefrom shall be approved V V E H U � E ,� ,� ES D E N ^ E� g p
St the City Engineer prior to any request for inspection. IuUu11u1 IuUuZ1u1 ((`J° Grading shall consist
of the construction of all cuts and fills shown on these plans and
outlined in the earthwork specifications. All grading details shall be in accordance with
2. The Soils Report entitled "Geotechnical Investigation, 3-Lot Subdivision, the City of Encinitas Grading Ordinance.
T
1470 Rubenstein Avenue, Encinitas, California" prepared by Hetherington
Engineering, Inc. dated August 14, 1990 shall be considered as a part
of this grading plan. All grading shall be done in accordance with the Legend Item Reference
Symbol Quantity .
recommendations and specifications contained in this report.
3. Approval of this plan does not constitute approval of sizes, location and Project Boundary - -
type of drainage facilities, nor of improvements within street right-Of-
Grading Notes Declaration of Res onsible Char a 1gb
ways. Separate approvals and permits for these shall be required in g p Existing Elevation y
conjunction with improvement plans. 'S�
1- All grading shall be observed and tested by a qualified Soils Engineer I hereby declare that I am the Engineer of Work for this
project, that I 1gti
or under his/her direction. He/She shall observe and test the excavation have exercised responsible charge over the design of the
project as defined Finished Elevation
4. Written permission shall be obtained for any off-site grading. p g g p j
placement and compaction of fills and backfills and compaction of trenches. in Section 6703 of the Business and Professions Code,
and that the design
5. The Contractor shall take any necessary precautions required to protect He/She shall submit soils reports as required and will determine the is
consistent with current standards. Existing Contour � -150
adjacent properties during grading operations. Anything damaged or suitability of any fill material. Upon completion of grading operations
destroyed shall be replaced or repaired to the condition existing prior he/she shall state that observations and tests were made by him/her or
I understand that the check of project drawings and specifications b the _ -
y P P 9 P under his/her supervision and that in his/her opinion, all embankments City f Encinitas is confined to a review only
nd does not relieve me as Daylight Line
to grading. and excavations were constructed in accordance with the approved y Y
PP Engineer of Work, of my responsibilities for project design. ,,,,•«••..,,,•��e
6. The developer shall be responsible that any monument or benchmark grading plans and that all embankments and excavations are acceptable
da�`tp CiV/L Fill Slopes
for their intended use. a FQ .......... FAY
which is disturbed or destroyed shall be re-established and replaced Resource Development Corporation s� a,�® ••® C/�
by a Registered Civil Engineer or a Licensed Land Surveyor. 531 Encinitas Blvd, Suite 201 r=c°: BRIAN '®v"-£
2• The Contractor shall properly grade all excavated surfaces to provide Encinitas, CA 92024 1�® DONALD aA# Cut
Slopes
7. The Contractor shall design, construct and maintain all safety devices, positive drainage and prevent ponding of water. He/She shall control (619)
942-1106 z* NoCIVIL 6 =
including shoring, and shall be responsible for conforming to all local, surface water and avoid damage to adjoining properties or to finished
=�'® Professional ,`® . ��
• P ® gym Swales and Flow Direction _
State and Federal safety and health standards, laws and regulations. work on the site and shall take remedial measures to prevent erosion �
, ,A?•mows®® nal IIJ. e
of freshly graded areas until such time as permanent drainage and gy 1 J"y ��.`� Date: ll�Le� �F l��vat V0
yo
8. Grading and equipment operating within one-half (1/2) mile of a structure erosion control measures have been installed. Brian Donald,
RCE 26175 °j'••••x,C�n.�� Earth Berm
for human occupancy shall not be conducted between the hours of 5:30 License expires 3/31/98
p.m. and 7: 30 a.m., nor on Saturdays, Sundays and City recognized 3• All areas to be filled shall be prepared to be filled and fill shall
be PCC Brow Ditch Std Dwg D-75 " 67 I.f.
holidays. placed in accordance with the Standard Specifications. All vegetable
matter and objectionable material shall be removed by the Contractor
9. No grading operations shall commence until a pre-grading meeting has from the surface upon which the fill is to be placed. Loose fill and
Grate Inlet (Traffic Areas) QUIKSET DB1212 4 ea.
been held onsite with the following people present: City Inspector, alluvial soils shall be removed to suitable firm natural ground. The
Civil Engineer, Soils Engineer, Grading Contractor and Permittee. The exposed soils shall be scarified to a depth of 6" and then compacted
( )Grate Inlet Yard Areas NDS 900 ® 12 ea.
pre-grading meeting shall be scheduled with the City at least 48 hours to a minimum of 90 percent. It shall be the Contractors responsibility SO11S
Engineers Certificate
to lace, spread, water and compact the fill in strict accordance with
in advance b calling 619 633-2770. P P P i t:•1 C.
Y 9 ( ) I, Mark D. Hetherington, a Registered Civil Engineer in the State of California, See a e Retention Pit
Detail, Sheet 1 �.1_ ��!.._�_�:_,=!< 110 I.f.
the Specifications. P 9 � _ _ _
principally doing business in the field of Applied Soils Mechanics, hereby
10• Prior to hauling dirt or construction materials to any proposed certify that a sampling and stud of the soil conditions prevalent
within this
construction site within this project, the Developer shall submit 4. Cut and Fill Slopes shall be cut and trimmed to finish grade to produce site
was made by me or under my direction between the dates of July 27 Storm Drain Pipe (6") JIM SDR 35 ______________ 490 I.f.
to and receive approval from the City Engineer for the proposed haul smooth surfaces and uniform cross sections. The slopes of excavations and
August de 1990. One complete copy of the Soils Report compiled from
route. The Developer shall comply with all conditions and requirements and embankments shall be shaped, planted and trimmed as directed by this
study, with my recommendations, has been submitted t the office of
the City Engineer may impose with regards to the hauling operation. the Engineer of Work and left in a neat and orderly condition. All stones,
Retaining Wall Std Dwg C-1 & C-3 825 s.f.
roots and other waste matter exposed or excavation or embankment the City Engineer. Furthermore, I have reviewed these grading
plans and
slopes which are liable to become loosened shall be removed and disposed certify that the recommendations included in the soils
report for this project
11. Upon final completion of the work under the grading permit, but prior p P
to final grading approval and/or final release of security, an as-graded of. The toe and top of all slopes shall be rounded in accordance
with have been incorporated in the grading plans and specifications.
certification shall be provided stating: "The grading performed under the Grading Ordinance. Earthwork
Permit No. 4075-G has been performed in substantial conformance QR� E / a
with the approved grading Ian or as shown on the attached As-Graded Plan". 5• All trees, brush, grass, and other objectionable material shall
be collected, Signed: `vQ SHE
PP 9 g P piled or otherwise disposed of off the site b the Contractor so as to 9 �Q yE 9/y e� Cut
= 375 Cubic Yards
This statement shall be followed by the date and signature of the P P Y Mar heri(g on ti 5) e �•
Civil Engineer who certifies such grading operation. leave the areas that have been cleared with a neat and finished appearance ®
.. -
free from unsightly debris. Approval of location of debris fill shall be RCE No.: GE 397 t No. lqi z b Fill
- 1 .150 Cubic Yards
secured from the Soils Engineer and City Engineer prior to the disposal Exp Date _-®_
of any such material. * TE Exp. Date: 3 49, CNN Oc��•t Import = 775 Cubic
Yards
/.�J ��+ s��l® ���'
Notifications for CALL
Note: A separate permit must be obtained for waste or import area.
1. The existence and location of underground utility pipes and structures
The above quantities are estimated for bonding and permit purposes only.
shown on these plans were obtained by a search of available records.
To the best of our knowledge there are no existing utilities except as Erosion Control Notes Finished Grade The
Engineer is not responsible for quantities used pl the Contractor in
shown on these plans, however: 60' rr,/n Pit Width establishing the Scope n. Work to be performed E complete
the construction
` 1 work shown on this plan. Neither Shrinkage nor Expansion are accounted for
The Contractor is required to take due precautionary measures 1. In case emergge�ncy work is required, contact VtlB�f n in
the quantities shown.
to protect any existing utilities or structures located at the work at "112- a"a44�1 Varies - 6" min Topso// Cover Fl/ter Fabric
ownerstof said0utiltiesoor the
, 2. Equipment and workers for emergency work shall be made available at IIIII A Oo440A040A0 Ao4A0A 4 111116" min - Crushed
Rock over Pit Liner Environmental Notes
for verification and location of utilities and notifications of all times during the rainy season (October 1, to April 15). All necessary
=11 0 0 1=1
commencement of work: materials shall be stockpiled on site on October 1 at convenient locations III AQ 0 III= 1
) Steepest existing natural Slope on-Site = 7.0 %.
to facilitate rapid construction of temporary devices when rain is imminent. IIIII 0oA U A IIIII
a. Sewers - Cardiff Sanitation District 800-422-4133 Q - - °01= =
3. Devised shown on plans shall not be moved or modified without the III 0 _ II 2) Maximum vertical
depth of cut 5.0 feet.
b. Gas & Electric - SDG&E 800-422-4133 approval of the Engineering Inspector. w (III 4 A a 4 II Ft/ter Fabric Envelope
3) Maximum vertical depth of fill = 4.5' feet.
c. Water - San Dieguito Water District 753-1145 4. The Contractor shall install additional erosion control devies to working p
it 4 U 0 III.
order to the satisfaction of the City Engineer after each run-off producing A 1=1
rainfall. i A ^ 0 - 1" Crushed Rock 4) Average depth of cut = 375 c.y. x 27
= 0.32 feet.
d. Telephone - Pacific Bell 800-422-4133 c II 0 d _ - 4 II II 31.969 s.f.
4 - 4
e. Cable TV - Dimension Cable Services 800-422-4133 5. The Contractor shall install additional erosion control measures as may -
A 0 A 1=1 50 c. x 27 =
=III III- 5) Average depth of fill = 1.1 y 0.97 feet.
be required by the City Engineer due to an incomplete grading operation oo 1=11 0 4 31.969 s.f.
or unforseen circumstances which may arise. -III o l 5 Diameter Precast Concrete
2. The Contractor shall notify the City Engineer's office 48 hours prior to (IIIII 04 A O I� Seepage Pit Liners by
Pyramid Precast
beginning any work on this project. Phone 619-633-2770. 6. The Contractor shall be responsible and shall take necessary precautions T
A Q - Rialto, CA. Catalog No. PL-360
p y p -II a _ _ 0 - 9 ga Description
Phone: 619-633-2770. to prevent public trespass onto areas when impounded waters create a IIIII 0 _ _ 001111 Cover
& Sidewalk to be designed for
hazardous condition. U 4 III HS-20 truck loading for pit liners Parcels 1 and 2 of Parcel Map No. 16550,
City of Encinitas, County of San
3. The Contractor shall give 24 hours notice on calls for inspection. - A 0 A = under driveway. Diego, State
of California
Phone: 619-633-2770. All work performed without the benefit of 7. All erosion control measures provided per the approved Grading Plan shall 4
0 III:
inspection will be subject to rejection and removal. P P PP 9 - I 0 - A.P.N. 260-083-63,64
P 1 J be incorporated hereon. Ill
-I I V A 0 04 O A 0 4 00 A 0 A 4 0 A L- 6" min - Crushed Rock under Pit Liner
C
III-
8. Graded areas around the project perimeter must drain away from the -III;III-I"- "'=1 1=III,-III=III=III III III Owners
Certificate L
face of sloe at the conclusion of each work day. I We hereby certify that a Registered Soils Engineer
or Geologist has been
a c P Y Grade to be /eve/ along length of Pit ( ) Y Y g• g• g• a
x 0 9. All removable protective devices shown shall be in place at the end of Detail - Horizontal Retti S a Pit or will
be retained b supervise over all grading activity and advise on the 0
o enon/ ee p g e compaction and stabi lity of the site.
y
each working day when the five (5) day rain probability forecast exceeds .�
forty percent (40%). Silt and other debris shall be removed after each (No Scale)
E rainfall.
0 5 a
0
Son to Fe Drive 10. Should germination of hydroseeded slopes fail to provide effective coverage Date:
c
p° of graded slopes (90% coverage) prior to November 15, the slopes shall Don Wehner o
�' N •'""'""""'�• be stabilized with punched straw installed in accordance with Section
` 0 CIVIL
........... �'y 35.023 of the Erosion Sediment Control Handbook of the State of California CiVI�"'•449 j
Cr.
a r e'a.•° sy' Department of Conservation. �Q •"""8••FHG®`* Plan Index
BRIAN
oo� Owner/Permittee Prepared B
a �. _�; �® ®�. oc
site DONALD
BRIAN $ P J
ac p No.F8175 /� ^ `"F DONALD ,,erg Sheet 1 Notes, Specs and Work to be Done Don Wehner Resource
Development Corporation' # C4Uil = f'R�� �l�lLl �i No.216176 _ P P
.A Cteha Rai �a� CIVIL *`g 2355 Camino Del Rio South, Suite 120 531 Encinitas Blvd, Suite
201
Professional ,�R';? Sheet 2 Grading and Drainage Plan San Diego, CA 92108 Encinitas, CA 92024
o L
Z
Vicinity Map "4•°.,!`....... •�`'w o
f ........
Scale
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L_i 3 _ °' u
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY DRAWN BY CHECKED 8 APPROVALS CITY OF
ENCaC� i ` AJ ENGINEERING DEPARTMENT DRAWING NO. ° c
C a
TPM 89-244 CO. OF S.D. B.M. SE 0006 BRASS DISC REVIEWED BY COMMUNITY DEVELOPMENT PLANS PREPARED UNDER SUPERVIS ON OF REC N ED APP
VE Grading Plan For:
IMP. PLAN 0584-R SET IN CONC. MON. DEPARTMENT /
200' NORTH OF INTER OF SANTA FE DR. DATE: �� BY: u"` BY: WEHNER RESIDENCES
AND VULCAN AVE. 51' WEST OF VULCAN HORIZONTAL N.A. (//�� CITY ENGINEER 4075-G
AVE C/L l < �YJ� R.C.E. NO.: 26175 DATE: _ -�o- gS DATE: 3'�0 "�l
VERTICAL N.A. 3/31/98 1472 & 1474 Rubenstein Avenue, Encixs$9_z44 SHEET i of 2
CO. OF S.D. B.M. FILE BRIAN DONALD
91.387 USC & GS M.S.L. '! .f. D TE EXP. WORK PROJECT No.
RESOURCE DEVELOPMENT CORPORATION JN94-012B
(3RAD0NG PLAN
-----------
P/L Esmt P L P/L f/ R/W CA
I I
I I
I
I
4 p I L------------ --
175 y c Existing Grode 175
Std Dwg D-75
170 "i >' Earth Berm House
Garage ------ `---------------L------ 170
165 o a 163.1_Slab _ _ - ------ 165
Easement Road �'�•Mrn _
160 150.8 ~ ' Q Garage Pavement & Grade __- - _ 160
150.3 is House g ___-- Existing Grade
155 °p ° 2,°g Min a --_- ------- - o o t ev 155
150 150
--------------------- ------------------------------- To of Pit E/ev 150.0
145 Existing Grade 145
Horizonte/ Seepaqe etention Pit
Horizon to/ See o e etention Pit per Deto/l, Sheet 1
per e a, ee
P/L
P/L
Mason Retain/n wall 6"
Mason Retainln Wall Type 1 per Std Dwg C-1 T LCal SeCtlOIl
Type 1 per Std Dwg C-3 6� 1"=20' Horizontal 1" = 20' Vertical +
4' Freeboard min \`
i"pp 1
1
21Z min
,\ 1
F.
Wall Drains to tie into Horizontal Seepage/
Wol/ Drans to tie into Horizonte/ Seepage/ Retention Pit on Parcel 2. Wall Drains to �\ 1 \\ `L �`�O
R
Retention Pit on Parcel 2. Wall Drains on I 1 ,. �- t( I'^.. 1 outlet of toe of Westerly slope on Parcel 1.
C . 1 1
Parcel 1 to out/et of toe of Westerly slope I.• .j I `,{ \\ >>s R
Section A-A Section B-B �\ WOO!
No Scale No Scale , ,xlst W a I i
\ \ I
143.0 xis rn a a,nrn
/ 1t __
& guildin9s Per �\ \: -� \
Drama a Note \\\ 11\il 1\\ Exist ropo �1 No. 4603 \\ \` _---- - / it - \`1 I
1g� G
g , u Coun \4
This Project shall not drain into \ \ erm
the existing drainage \structure. \ \�\ \1 _---� Existin 1PJne Trees to remain A 1 �/
AIJ onsite drainage sh II be contained , \\ , ---- / 5p6.12`.. �0\ _ _ 1
�n the horizontal se pit system. �1\ , - �i 755g'28" E s' . 29 {�. ... _ I
25
\\ L N...... .... 180:'0.0' ` 25
\ -_-
\\
--~----- �L
69 ,
�� . A
\\ .......... ....................................... _ --- - _
Easem nf..Cons 11 -�7-
` \I A rox location Easement to SDG&E er �.... �{. o k \ pvcv .� m 31 ,
PP P Rfa tail' germ . �. �- e' m
\ ': '•. \ __-' \\ BK 1966, PG 225, Recorded f0 vote or De 0 6' kC _ _ / r;,9 gxrar ^I
l �\\ r-
X .. \ _
_ ..........................l S� _
. . '�\ �\ --- N -
\ :• :. \ „ ------------ ® Dwg xis 05-g \ r 1
v. Proposed 1�-p-r/vate Sewer Main Easement - a 1 8 ii 1 m I
s ` �r 4
\ See , 1 I $lSt .S y 1 1
1
\ •.• : \ See Certificate of Correction to PM 16550. 1 A 1 \1
\I � I�
N : _
\ o \ --
_ 1\1 pan ri tai 1 n Level I
recorded 1995. \\ :............... ................... :� �6Otl: pits
11_---- '_'_._..........
\ _ �'. \ ` \i Horizon 1 M I {
\h 1. I I 1 \ ::•. z \ 1®\ \ t. tin9 age ` (178.4 I L l I
\ 0 150.5 tw �1 1 eten 584-
o \ _-..... p28.12'.... s- h\ e \ _ _ _'° a : \ 1 : tion
147.5 bw_h_=,i- �-...... _ �' e z : 1 _ _ � 1°_ p ` _ m+ 6ti' h N, ... �. \ : 1, \; fl
1 r
- e ,n h .`� yr \ r� �.,. _ ti a2r Ixy o \: , .e \ per Dwg
' _ - _ -_
�150).......za....... --_ _ -
, , s� II U I N .. b •�, \ do /i� �' k} \ < �6 1.: 1 1 P " PVC _
x +'A�0 \ 0 o:_ . to Mod l \ 6 G I
1 - ) _
S�^r D 9
"if' ` t� \�• : gti' h ac a \ c:,'.. ,�5 . �,Q,� :. �I T 1 � � -:• �-� :`� � 1
\ Exist w No D�B4 i Garage ff
m . . - _ _
^---sue f) _
...........
7 \h k9 h titi :\ ra. t0 N ' . / •: . 1 \ 1 r , \ Per li en t I 177.4
, 1 `
( _
• ...... , o ,'s \�� `' I � l�4 `t •r� \ ^ a � ° ' \ 8169.4
10
\ 11
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\ h� .. �..� • _ I FFo ll y.01 \ .•�,•.S // \\ , ---- ---_
� 3o i x s°P�o i�_ � Z o \ w 1631 ` 11 1 � J �
T
m
.-150�0 Pad __ °_<� �! � : o \ 6 P4 i Ol 1 � ,
. II 1 Y�K.to .. \\ �p..<� S� �i�''q1. •. \ ,�_. .__........... �___
V.
k1 . A -i N >^?..�!..
m 1 ` \1 - r"' lfdT � \ 1 '. I (p IL---
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\ Q .. � .SEh, _ � o + a,ll : k :' •., - ,11 1� c ' "� :. - \ iyi'•t \ 6 ��J� '�
...138."/1' \ ! �'
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\ l y� °r' yf�/ �. o o k�• X11 oh g� .r !s2 c) -c,
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Casement Qu/tc7&m er R/Iy
-� 19oc No. 1995-005fi05 � \ �� 1� 8;' �p!j :��� x0 a Q. 1 ��. �1�a \ a m. �! \ Q i ... . /
•'../ -� . V. OIL
Recorded 95 0 1 �^H a I :.i.:..,..1m 1� �' ='i• 1 _ r�L /
-i I �•`. w '1` ,^ \ � . t• ` - - h$D l �l l
-i-' 't I Z ''. x ''., � .� C•._. $,� k........." � .�e :i:Y lit<''.. ,Q :. 7,1 t \• ( \ - -_
�-
\ 10 > ara h`.. .,c ro \ II;i�P; -Aol O9 .ti1 T� 165.0 t , I I
N _ - 0 23.8 t, s M,.r
1 /
\ R�
m. 1523 ad 201 153.30 Ff '''t\' t. � '� ��e�\\ S 6 __0 161.5 tw"�....... I
161.* bw h=3.'S
151.80 P g0 PO ��r gti o s \ NSas�l.•, _-- \
r 152 ! ,� \• a4 :: 1£1.5 bw- h '_
\ \ w f •rte
/1 s ;-� 135.40' I ---_
� ON
'V1 51.30 c1d 'F ' _ ._-;p�c a Ix S -i__9 \ 1sz5 tw -___-- -t�- -__---- \�Cj -
\\ �\ 11 �8. P tzl \Q\ 156.0 bw _ h=5'5 \\ - ---- �'AA ' it r
I 11
ix ` 78'0552" E 351.09' Da i ht 00\i 1> 5
65.1• 5 p- A N ''152.00 tw .h - 0 --J I 1 1
150.00 bw h=2'
1
215.69' .. tw \ } c •�, � ___-_ rn I __� i , / ,- - _ -1 1
151.00. Exletin Power Pole t ret�ioin in /vice.
Exist 10' Sewer Easment Yo CardMf Sanitation". \ 9 9 P
150.50 tw 14&00 'bw h=3' \ Anchor to' sberCened',to 10' from pole y ��- ✓ \ I I I 1 I /
I I 1
District recorded 7,%16/87,4�s F/P ,Vo. 87-399606 ': \ ___- �-- \ I ,
and to Ralph L/,iedtk per Document recorded N =� End Wall 147.00 bw h=3.5'
9121188 as F/P•'No. 8-184696.
\\ i Overhead SDG&E lines to be relocoigl -/-� G✓L 2' Easemtt to SDG&E per
I BK 1237, PG 4,51, Redorded 9126126
and easements vacated egneurtenil�
with Build '
---- _ingFermit or Parcel j 2Q C'A 2' Easem�I1 t to SDG&E per
BK 723, PG 317, Recorded 12116116 it
f `z ®
- �® DONA
Existing Topography per Zenith Atrial, Inc _ D -yes: 7 �1����' a • gRt�NI ®� ,
prepared 7/8/86 unless otherwis noted. i * ; No.26175 * �' '2', DONALD . SCALE 1 -20
I
CIVIL No. 26175
Professional # ° CIVIL ; * Indicates Light, Air and View Easement
�- \ t •.°, Q m�a Professional Via? per Document No. 94-0571092 recorded
f� . ql 0 10 20 30
'OC aem°�°0�' Qa
$ _ ...».CF�'�,• °�2/AAL U��44c..3�,
OF E® 9/26/94.
0
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT D Gd D B DRAWN BY CHE Y APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
a� a �• 4-LG-q TPM 89-244 CO. OF S.D. B.M. SE 0006 BRASS DISC PLANS PREPARED UNDER SUPERVISION OF RE C MINDED APP
Ryt�VED�\ Grading & Erosion Control Plan For:
IMP. PLAN 0584-R SET IN CONC. MON. { ��I1�
- 200' NORTH OF INTER OF SANTA FE DR. „ DATE: 2/5/95 BY: BY: WEHNER RESIDENCES 4075- G
AND VULCAN AVE. 51' WEST OF VULCAN HORIZONTAL 1 =20 CITY ENGINEER
AVE CA R.C.E. NO.: 26175 DATE: 3-fe- 915 DATE: � -6-1
CO. OF S.D. B.M. FILE VERTICAL N.A. BRIAN DONALD 1472 & 1474 Rubenstein Ave, Cardiff
91.387 USC & GS M.S.L. EXP. 3/31/98 WORK PROJECT NO. TPM 89-244 SHEET 2 OF 2
Resource Development Corporation JN94-012B