360 Bedal Ln. (1996)
CITY OF CAMPBELL
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
RECEIVED
JUN - 2 1991¡
CHECKLIST FOR FINAL PARCEL MAPS AND TRACT l\fNP81..: VVUKK:>
ADMINISTRATION
APPUCATIONNO.:~~~ ~'5;Y:7-¿;1~';!3 .
ADDRESS: ,~~~, ~ :' :/
Instructions: This checklist provides advance notification to applicants of the City of
Campbell's final map preparation and submittal requirements. Using this checklist will expedite
your application through the City's review process.
Prior to submitting a fmal Parcel and Tract Map to the City Engineer, please place an X in the
space to the right of each item below to indicate you have complied with, or place N / A to
indicate that the particular item does not apply. Review applicable Subdivision Map Act
Sections, which are referenced in parentheses, before checking off each item.
D ITEMS ¡OK INA Ico~sl
A. GENERAL
1 Map agrees with the approved Tentative Map. V
2 Map complies with Conditions of Approval /'
regarding dedications.
3 All documents contain Assessor's Parcel V
-
Numbers.
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4 Easements and monuments correspond with the Vc/) léd.feøffZ ~
improvement plans. l.:/ »ð-T- ~,~
5 Title Report and map reflect fee ownership. A/¿l
6 Full map size is 18" x 26" on mylar with 1" t/ ð/t,
border (16" x 24" inside border).
7 All sheets are numbered. V AltJ
8 No stick-on seals, lettering or details exist. V øz~
9 Map is suitable for microfilming. tI ~
10 New road names approved by the Civic ¡/ Mi/$/ ð/ ~r
Improvement Commission. #éW. II
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0 ITEMS ¡OK IN A I CITY I
COMMENTS
B. DEDICATION, CERTIFICATES & STATEMENTS
1 Dedicate public service easements as required r/ tJû(.
for roadway or slope purposes.
2 Dedicate drainage and/or flood control t/ 7
easements as required. ..
3 Consent to dedication forms executed and ¿ ø}.
notarized by existing easement holders over / if~r
areas being dedicated for roadway purposes
(66436(A)(i».
4 Show, fully dimension and tie to map all J f r/lE/ltJ
easements created and easements of record, tI ~/ M'Í;Ycm
including dedication Book and Page. r' ,,~~/.
5 All easements shown for dedication have ~ ~
appropriate wording in the Owner's Statement
and purpose indicated on the map.
6 Waiver of Signatures on Map: Notification ~/)!ð/ W. lí
secured from public utilities and public g' . eß$é!,---- .A,
agencies (66436 & 66445(f). ?T¡G.,
7 Owner's Statement and Acknowledgment. V ¿J/t
(66436)
8 Name of person authorizing map (66436). V
9 Trustee's Statement and Acknowledgment (/ ~~
(66436).
10 Soil Engineer's Statement (66443). /
11 Surveyor' s/Engineer' s Statement including t/ IÚ/.'
signature, seal, number and expiration date ~7mb
(66441 & 66449).
12 City Engineer's Statement including RC.E. / ß/fl
number and expiration date (66442 & 66450).
City Engineer is Michelle Quinney. Include ;7j~
separate statement for "Technically Correct"
review by Land Surveyor per Attachment B.
I'.
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-2-
0 ITEMS [; IN A I CITY I
COMMENTS
c. MONUMENT A TION
1 Basis of Bearings: Two found monuments of
Record appear in a statement and are labeled V
on each map sheet (66434C).
2 Tie to Basis of Bearings (66434C). ,/
3 Tie to adjoining surveys, lands, streets, or
senior conveyances, including Book and Page /
of adjoining record maps/documents (66434C).
4 Tie to access street intersection. v
5 All monuments found, replaced or removed are
described as to kind, size, tag numbers, V
recorded reference/origin, and tied by survey to
this map.
6 Monument right-of-way at BC, EC and V
property lines.
7 Monument basis required in existing and
proposed City roads.
8 A monumented line shown on new subdivision
roads with monuments set 8 feet off centerline
with ties to right-of-way.
9 Minimum 2" nominal diameter I. P. required at V .
Section, quarter-Section and Rancho comers.
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D ITEMS [; IN A I CO~NTS I
D. MATHEMATICAL ACCURACY & GEOMETRY
1 All bearings, distances, and curve information /
shown to nearest .01 feet and nearest second.
2 Curve data complete (A,R,L). ./
3 Radial bearings of non-tangent curves shown. V
4 Areas net and gross calculated to nearest. 0 1
acre. (Net is gross area less area dedicated to V
City for roadway purposes.)
5 Minimum road centerline radius is 650', 200', -
75'. Street widths, setbacks, and/or required t/
widening shown.
6 Sum of increments equals total distance or delta V
angle.
7 Math closures correct to 1 part in 20,000. The /
sum of interior distances and curve data equal
total. All areas compute accurately.
-5-
D ITEMS bK INA I CITY I
COMMENTS
E. MAP BODY
1 Key or index map with sheets numbers shown /
(66445b).
2 Title Block: Place in upper center or upper
right of title sheet and upper center or upper
right or lower right of map sheets; contains
assigned subdivision number; subtitle refers to
existing maps/general descriptions of land vi
surveyed as denoted in Title Report; and is
below subdivision number. "City of Campbell,
California" is placed below subtitle. Date of
survey, scale and firm name are shown.
3 North arrow shown. ~
4 Use scale 40', 50' or 60' to 1" (66434 & /
66445).
5 Minimum 1/8" lettering and symbol size used v/
for legibility.
6 Legend: Found monument = solid symbol.
Set monument = open symbol. Also include
monument type, size, and tag number, city vi
limit line, distinctive border line,
relinquishment of Abutter's rights, record data,
etc., or label on each map sheet.
7 Parcel Designation: Lots designated by j
numbers, parcels designated by letters
(66445?).Each lot/parcel must be shown
completely on one sheet.
8 Distinctive border and 1/16" solid black
boundary line shown around subdivision (66445 /
& 66434(e». Monuments on boundary lines
can be seen clearly.
9 City boundaries which cross or join the V
subdivision appear on the map.
10 Non-measured Record lines parenthesized. 7'
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CITY
ITEMS OK NA COMMENTS
11 Discrepancies with record data shown. Record ~
information used must be clearly indicated.
12 Adjoining property owners, including Book and
Page, and/or recent subdivisions (showing t/
lot/parcel) including recording information.
13 Show sidelines of all existing and record
easements by dashed lines on map, all of which
shall be adequately dimensioned with widths, /
lengths, bearings, and ties to the easements
(94-4.214(e». Include recording information,
to whom and purpose of easements.
14 Show approved legal access with record Book V
and Page of instrument giving access.
15 Road names, correct spelling, right-of-way
width, centerline data, setback lines and/or ,/
required widening shown.
16 Privately-maintained road easements shown by
dashed lines and publicly-maintained roads V'
shown by solid lines.
17 Privately maintained road note shown. Place /
the words "Private Road, Not City Maintained"
under road name.
18 Common area notation, condominium notes, t/
and air easement notes included.
19 County cadastral map grid numbers shown?
-7-
ATTACHMENT A
ENGINEER/LAND SURVEYOR OF WORK STATEMENT
APPUCATION NO.:
ADDRESS:
¿2'í/C- I
Iii
The map accompanying this checklist has been checked by me or under my direction for
completeness and consistency with this check list. The map conforms with the requirements of
the Professional Land Surveyor's Act, Subdivision Map Act, and applicable City Ordinances.
The map is submitted for examination by the City Engineer.
Date:
6/27 /9/)
I
Name (print): ,lItll'll! If,6/ ~ka-,
I '
Signature: '~7 /j¿¿~
@rRCENo.: é:/9SJ
Expiration Date: /1 /~:: //~?I
-9-
ATTACHMENT B
CITY ENGINEER'S STATEMENT
I hereby state that I have examined the within (parcel or Tract) Map; that the map is
substantially the same as it appeared on the Tentative Map, and any approved alteration thereof;
and that all provisions of the California Subdivision Map Act and any local ordinances applicable
at the time of the approval of the Tentative Map have been complied with.
Date:
Michelle Quinney
City Engineer, City of Campbell
R.c.E. # Exp.
I hereby state the within (parcel or Tract) Map is technically correct.
Date:
-10-
City Clerk
City of Campbell
70 N. First Street
Campbell, CA 95008
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DOCUMENT: 14107~,~
I 111111111111111
"'0014107699"'
Tit I es. I / Pages
4
Recording Requested by and
When Recorded, Mail to:
Fees. No Fees
Taxes.
Copies
AMT PAID
BRENDA DAVIS
SANTA CLARA COUNTY RECORDER
Recorded at the request of
American Title Insurance Co.
ROE ** 001
3/25/1998
8:00 AM
(Space above this line for Recorder's Use)
NOTICE OF RELEASE BY
CITY OF CAMPBELL
NOTICE IS HEREBY GNEN concerning the real property located in the City of Campbell,
Santa Clara County, California, and described specifically as follows:
That certain real property described upon that certain Agreement recorded September 25,
1997, Document 13874428, in the Office of the County Recorder of the County of Santa Clara,
State of California;
That, whereas, Mohammad Estahbanaty and Shirin Behroozian, Husband and Wife as
c mmunity property, have entered into that certain agreement with the City of Campbell, recorded
. " , Document ; ~ I 0 "7 G:, <1 ~ , in the Office of the County
Recorder, Coun of Santa Clara, State of California;
That, whereas, said Agreement entered into by Mohammad Estahbanaty and Shirin
Behroozian, Husband and Wife as community property, supersedes that certain agreement entered
into by Shin Y. Park and Sonia H. Park, husband and wife as joint tenants, and the City of
Campbell recorded September 25, 1997, Document 13874428, in said County Recorder's Office;
That, Now Therefore, Shin Y. Park and Sonia H. Park, husband and wife as joint tenants are
hereby released from all requirements contained in the agreement recorded September 25, 1997,
Document 13874428, in said County Recorder's Office.
IN WITNESS WHEREOF, said City has caused its name to be affixed by its Public Works
Director and City Clerk, who are duly authorized by Ordinance 1951 adopted September 2, 1997.
CITY O~~M'~~
~~
Robert Kass, Public Works Director
Attest: /)
~~
Anne Bybee, City Clerk
h: \1anddev\parknor(mp)
CALIFORNIA ALL.PURPOSE ACKNOWLEDGMENT
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~ personally appeare:" ~ ß bLeJ K. q 5, \ ,,~,om, rn OO'œ, ", ""0' ~. ~.:','l",~) . "
~ r Name(s) of Signer(s) ~I
g, \t;nersonally known to me - OR - [J p,'oved to me on the basis of .satisfactory ~vidence to b.e t.h~ person(s) ."
~ P whose name(s) Is/are subscrIbed to the wIthin Instrument I'
~ and acknowledged to me that he/she/they executed the ~
~ same in his/her/their authorized capacity(ies) , and that by I?i
~ his/her/their signature(s) on the instrument the person(s), ~
~ ~...:.. P .RT ,:,,~'~:~:~o'Þo." .Ä-1 or the entity upon behalf of which the person(s) acted, ~
~ ~ 4-:i:}. ccm~:t::~:i;~~1~L~~6~O4 ~ executed the instrument. ~
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A.' Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent I~
.>:. fraudulent removal and reattachment of this form to another document I')
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~ Description of Attached Document ~
~ Title or Type of Document: ~
~ Document Date: Number of Pages: ~
~ Signer(s) Other Than Named Above: ~
~ Capacity(ies) Claimed by Signer(s) ~
~ Signer's Name: Signer's Name: ~
~ ,- Individual [, Individual ~
is [J Corporate Officer [~ Corporate Officer ~
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(', Partner - I] Limited U General 1 J Partner - - Limited lJ General (\1
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lQ 1995 National Notary Assoclat,on' 8236 Remmet Ave.. PO Box 7184. Canoga Park, CA 91309-7184
Prod. No. 5907
Reorde" Call Toll-Free 1-800-876-6827
EXHIBIT A
, .-. .-
Parcel One:
Beginning at a paint on the easterly line of that certain parcel of land conveyed by Mark E.
Purmo_rt, et ux, to Lloyd O. Gravan by Deed dated October 6, 1943 and recorded October
20, 1943 in Book 1161 of Official Records, at page 325, distant theran N. 0° 08' W
200.07 feet from the southeasterly corner thereof in the northerly line of Hacienda Avenue'
formerly San tama~ Aquino R,oad, said point .of beginning also being the SOutheasterlÝ
corner of that certaIn p,arcel ~T la~d conveyed oy Harry Waters, et ux to Noah F Bedal, et
ux, by deed dated Apnl 23, 1950 and recorded June 14, 1956 in Book 3523 of Official
Reccrds, at page 232; thence along the easterly line of said parcel of land conveyed to
Noah F. Bedal, et ux, N. 00 08' W. í 57.54 feet to a point distant along said easterly line
S. 0008' E. 198.01 feet from t~e northeasterly carner of said parcel of land conveyed to
Noah F. BedaL et ux, thence - leaving said easterly line and running parallel with the
nor!herly line of said parcel of land conveyed to Noah F. Bedal, et ux, S. 89° 52' W. 25.00
feet; thence parallel with the easterly line of said parcel of land conveyed to Noah F. Bedal,
et ux, N. 0008' W. 58.01 feet; thence parallel with the nar-Jlerly line of said parcel of land
conveyed to Noah F. Bedal et ux, S. 89052' W. 133.52 feet to the westerly line of said
parcel of land conveyed to Noah F. Bedal. et ux, thence along the westerly lines of said
parcel of land conveyed to Noah F. Bedal, et ux, S. 0008' E. 129.50 feet, mare of less to
a stake at an angle in said westerly lines; thence continuing along said westerly lines of
said parcel of land conveyed to Noah F. BedaL et ux S. 43 038' E. 46.82 feet to a stake and
S. 0008' E. 50.27 feet to the southwesterly corner of said parcel of land conveyed to Noah
F. Bedal, et ux; thence along the southerly line of said parcel of land conveyed to Noah F.
Bedaf et ux S. 89°47' E. 127.50 feet to the point of beginning and being a portion of LotS
12 and 13 as shawn an the Map of the Sunnyoaks Tract, which map is an file in the Office
of the Recorder of the County of Santa Clara, State of California, in Book "H" of maps at
page 149. .
Parcel Two:
As apourtenant to the above described parcel of land, a nan-exclusive right of way for road
purposes, over and along a strip of land described as fallows:
Eeginning at a paint on the northwesterly line of the Santa Clara-Los Gatos Road, formerly
San Tomas Aquino Road, distant thereon S. 31 °45' 20" W. 861.02 feet from the point of
intersection thereof with the center line of Sunnyoaks Avenue, said point of beginning also
being the southeasTerly corner of that certain parcel of (and conveyed by Mark E. Purmort
to Leo F. Ryan, et ux by deed dated March 29, 1943 and recorded March 29, 1948 in Book
1586 of Official Records, at page 586, Santa Clara County Records; thence leaving the
Santa Clara-Los Gatos Road and running along the southerly line of said parcel of land
conveyed to Leo F. Ryan et UX, and along the southerly (ine of that certain parcel of land
conveyed by Mark E. Furman!, et ux to N. F. Bedal, et ux by deed dated July 10, 1945 and
recorded April 20, 1946 in Book 1340 of Official Records, at page 524, Santa Clara County
Recards, and along the westerly prolongation of the southerly Iine of said parcel of land
conveyed to N. F. Bedal, et ux, S. 89°52'W. 407.28 feet to a pÒint distant S. 89°52' W.
25 feet from the southwesterly corner of said parcel of land conveyed to N. F. Bedal, et ux
thence at right angles N. oao8'W. 198.01 feet, thence N. 89°52' E. 50.00 feet; thence
c:. 0° 08' E. 143.01 feet; thence N. 89° 52' E. 387.37 feet to a point on_the northwesterly
¡irle of said Santa Clara-Los Gatas Road; thence along the northwesterly line of said Road
S. 310 4.5' 20" W. 58.89 fee! to the pain! of beginning and being a portion of Lot 13, as
shown on the Mac of Sunnyoaks Tract, which map is on fiie in the Office of the Recorder-
of the County of Santa tiara, State of California in Book "H" of maps at page 149.
Parcel Three:
RECORDER'S MEMO
FAINT WRITING, TYPING, CARBON
COPIES OR DOT MATRIX PRINTERS
A non-exdusive right of '/Ii Q 'I for ingress and egre~s and utility Purposes in general under
over and along a strip of land 1 0.00 feet in width; the easterly line of which is described.
as follows:
Beginning a stake in the northerly line of Hacienda Avenue, formerly San Tomas Aquino
road, at the southeasterly comer of that certain parcsl of land conveyed by Mark E.
Purmort, et UX, to Uoyd o. Gravatt, by deed dated October 6, 1943 and recorded October
20, 1'"943 in Book 11"61 of Official Records, at page 325, Santa: Clara County Records;
thence along the easterly line of said parcel of land conveyed to Uoyd O. Gravatt. N. 0°
08' W. 200.07 feet to the southeasterly comer of the parcel of land described as Parcel
One above, being a portion of Lot 13, as shown on the Map of Sunnyoaks Tract. which
map is on file in Book "H" of maps, at page 149, Santa Clara County Records.
. ",'
/
Recording Requested By:
City of Campbell
And When Recorded Return To:
City Clerk
City of Campbell
70 North First St.
Campbell, CA 95008
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Titles 1/ Pages
14107698
DOCUMENT:
8
111111111111111111111
Fees ~ No Fees
Taxes.
Copies.
AMT PAID
~ØØ141Ø7698~
BRENDA DAVIS
SANTA CLARA COUNTY RECORDER
Recorded at the request of
American Title Insurance Co.
RDE ** ØØl
3/25/1998
800 AM
(Space Above This Line For Recorder's Use)
AGREEMENT
THIS AGREEMENT (identified as No. PM 96-02. S 97-01. 02 AND 03 ) made and
entered into this \ ~ day of M et (" (' '^ , 19 cr <g , by and between
MOHAMMAD ESTAHBANATY and SHIRIN BEHROOZIAN. HUSBAND AND WIFE AS
COMMUNITY PROPERTY, hereinafter referred as "Owner," and the CITY OF
CAMPBELL, a municipal corporation of the County of Santa Clara, State of California,
hereinafter referred to as "City."
WHEREAS, on APRIL 8 , 19 97 , the Planning Commission per
Resolution No. 3083 granted conditional approval of S 97-01. 02 and 03 for that
certain real property described in Exhibit A attached and incorporated as though fully set forth
herein, and commonly known as 360 Redal Lane, which property is hereinafter referred
to as "said real property";
WHEREAS, compliance with the terms and conditions of this Agreement are
conditions to the approval of the above described Architectural approval;
NOW, THEREFORE, IN CONSIDERATION OF THE ABOVE-MENTIONED
APPROV AL, and satisfaction of the conditions to that approval,
(1) Owner shall provide, construct and/or install at his own proper cost and expense,
street improvements as described in section 11.24.040 of the Campbell Municipal Code within
12 months from the date first mentioned hereinabove; provided, however that in the
computation of said 12 month period, delays due to, or caused by acts of God, viz., unusually
inclement weather, major strikes, and other delays beyond the control of Owner or his
successors shall be excluded.
(2) It is expressly understood and agreed to that if Owner shall fail to complete the
work required by this Agreement within the said 12 month period, the City, after giving ten
(10) days written notice thereof to Owner, or his successors, may construct and/or install said
improvements and recover the full cost and expense thereof from owner, or his successors.
(3) Owner, or his successors, shall cause to be prepared at his cost and expense
improvement plans for the construction and/or installation of said improvements prior to such
construction or installation. Said plans shall be prepared by a civil engineer registered by the
State of California and submitted to the City Engineer for examination and approval.
1
All of said improvements shall be constructed and/or installed in accordance with
those plans approved by the City Engineer and shall be made under the supervision and
inspection and to the satisfaction of the City Engineer. Said construction and/or installation
shall be in accordance with the existing ordinances and resolutions of the City of Campbell and
to all plans, specifications, standards, sizes, lines and grades approved by the City Engineer,
and all State and County statutes applicable thereto. Upon completion and acceptance of the
improvements by City, Owner, or his successors, shall provide reproducible as-built plans to
the City Engineer.
(4) The construction work of the improvements embraced by this agreement shall be
done in accordance with the specifications of the City of Campbell and West Valley Sanitation
District of Santa Clara County, where indicated.
(5) Prior to approval of the plans by the City Engineer pursuant to Section (3) of this
Agreement, Owner, or his successors, shall pay to the City for examination of improvement
plans, field inspection of construction of improvements and all necessary expenses incurred by
City in connection with said improvements, a sum calculated in accordance with Resolution
No. 9236, as adopted by the City Council on June 17, 1997, or as may subsequently be
adopted by the City Council.
(6) Owner, or his successors, shall file with City, prior to beginning construction,
surety acceptable to the City in an amount equal to the City Engineer's estimated cost of the
street improvements to ensure full and faithful performance of the construction of all the
aforementioned improvement work, excluding sanitary sewers and water distribution system.
Said surety shall guarantee that Owner, and his successors, will correct any defects which may
appear in said improvement work within one (1) year from the date of acceptance of the work
by City and pay for any damage to other work resulting from the construction thereof, as well
as pay the cost of all labor and materials involved. This surety shall remain in effect until one
(1) year after date of final acceptance of said improvements by City. Said surety amount may
be reduced by the City Engineer after the date of final acceptance to not less than twenty-five
(25) percent of its full value.
(7) Upon final release of said surety by City, the obligations of Owner, and his
successors, contained in this Agreement shall be considered null and void.
(8) When called upon by City to do so, Owner, or his successors, will execute a
petition for the formation of any special assessment district created pursuant to any special
assessment act as provided in the Streets and Highways Code of the State of California created
for the purpose of constructing and/or installing any or all of said improvements.
(9) Owner, or his successors, shall participate in and become a part of any special
assessment district as described in paragraph (8) of this Agreement.
It is expressly understood that any obligations of Owner, or his successors, contained
in this Agreement that are accomplished to the satisfaction of said City Engineer by said
special assessment district shall be considered null and void.
(10) Owner, or his successors, shall make such deposÍts or fIle such bonds and enter
into such agreement as required by West Valley Sanitation District of Santa Clara County to
ensure the installation of a sanitary sewage system to serve said real property, and Owner, or
his successors, shall file with City, upon execution of this Agreement, a letter from said
Sanitation District stating that Owner, or his successors, have made such deposits or moo such
bonds and entered into such agreements.
2
(11) Owner, or his successors, shall pay to Pacific Gas and Electric Company any
and all fees required for installation of underground wiring circuit to all electroliers within said
real property when Owner, or his successors, is notified by either the City Engineer or the
Pacific Gas and Electric Company that said fees are due and payable.
Owner's, and his successors', obligations under this section shall not be relieved by
delay or the passage of time, but shall remain binding indefmitely and forever.
(12) Owner, or his successors, shall make such deposits or fIle such bonds and enter
into such agreement as required by San Jose Water Company when called upon to do so to
ensure the installation of a water distribution system to serve said real property, including fIfe
hydrant. Owner's, and his successors', obligations under this section shall not be relieved by
delay or the passage of time, but shall bind Owner and successors indefinitely and forever.
(13) Any easement and right of way within or without said real property necessary
for the completion of the improvements shown upon aforesaid improvement plans shall be
acquired by Owner, or his successors, at his own cost and expense. It is provided, however,
that in the event eminent domain proceedings are required for the purpose of securing said
easement and right of way, Owner, or his successors, shall deposit or cause to be deposited
with City a sum covering the reasonable market value of the land proposed to be taken and to
be included in said sum shall be a reasonable allowance for severance damages, if any. It is
further provided that in addition thereto such sums as may be required for legal fees and costs,
engineering and other incidental costs shall be deposited with the City.
(14) Owner, or his successors, shall carry out any and all negotiations with all
interested parties and shall perform or cause to be performed at his own cost and expense and
to the satisfaction of the City Engineer any and all work required to abandon, remove, raise,
lower, relocate and otherwise modify irrigation line or lines within the boundary of said real
property .
(15) To the fullest extent permitted by law, Owner, and his successors, shall
indemnify, defend and hold the City of Campbell, and its agents, employees, attorneys,
officers, officials and assignees harmless from any and all claims, damages, losses and
expenses, including, but not limited to, attorneys' fees, arising out of, or resulting from any
negligent or intentional act or omission (including misconduct) of said Owner, or his
successors, or any subcontractor, or anyone directly or indirectly employed by him, or anyone
for whose acts any of them may be liable in the course of performance of the Agreement.
The Owner, and his successors, shall also indemnify, defend and hold the City of
Campbell, and its agents, attorneys, employees, officers, officials, and assignees harmless
against and from any and all claims, demands, liabilities, losses, lawsuits, judgments,
damages, costs and expenses (including, but not limited to, attorneys' fees and court costs,
whether incurred at trial, appellate or administrative levels) which the City of Campbell may
incur or suffer, or to which the City of Campbell may be subjected resulting from the failure
of Owner, or his successors, or his agents, employees, subcontractors, or anyone performing
services under him, to fulfIll any of the obligations imposed under this Agreement.
(16) It is acknowledged that the provisions of this Agreement constitute covenants for
the improvement of the subject real property for the mutual benefit of Owner's property,
commonly known as 360 Bedal Lane and the City's property, commonly described as
Bedal Lane where they adjoin Owner's property. These covenants shall be considered
to affect rights in the above-described real properties, and shall be binding on the heirs,
assigns, successors, and grantees of Owner to said real property.
3
(17) Nothing contained herein shall be construed to transfer any unvested interests in
real or personal property for purposes of the rule against perpetuities.
(18) In the event that Owner, or his successors, should breach any of the terms,
conditions, or covenants of this Agreement, the City shall be entitled to recover, in addition to
any other relief available in law or equity, all costs incurred in attempting to obtain
enforcement of the Agreement, or compensation for such breach. These costs shall include
reasonable attorneys' fees and court costs.
(19) This is the entire Agreement between the parties, and there are no
representations, agreements, arrangements or understandings that are not fully expressed
herein.
(20) This Agreement can be executed in counterparts by the parties hereto, and as so
executed shall consist of one agreement, binding on all the parties.
(21) Owner shall construct street improvements per preliminary plans, which are
subject to approval by the City Engineer, prepared by Westfall Engineers. Inc.. Job No.
96101, for 360 Bedal Lane, lands of Shin Park, PM 96-02, Permit 97-171.
IN WITNESS WHEREOF, said City has caused its name to be affIXed by its Public
Works Director and City Clerk, who are duly authorized by Ordinance 1951 adopted
September 2, 1997, and said Owner has caused his name to be affixed the day and year first
above written.
OWNER:
MOHAMMAD EST AHBANA TY AND SHIRIN
BEHROOZIAN, HUSBAND AND WIFE AS
COMMUNITY PROPE T
Ho ~"'^~
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CITY OF CAMPBELL
øÆ:7 R/V
Robert Kass, Publi'ê Works Director
Attest:
CL- Ä{u ^--
Anne Bybee, City Clerk
h:\agr/360bedal (mp)
4
STATE OF CALIFORNIA
COUNTY OF SANTA CLARA
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(Notary
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subscnbed to the witlùn inst::rument and acknowledged to me that belshe/they executed the same in his/herltheir
authorized capacity(ies), and that by hislherltheir signature(s) on the instrument, the person(s), or the entity upon behalf
of which the person(s) acted, executed the instrument.
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(This area for notarial seal)
EXHIBIT A
Parcel One:
Beginning a! a point on the easterly line of that certain parcel of land conveyed by Mark E.
Purmo_rt, et ux, to Lloyd O. GravatT. by Deed dated October 6, 1943 and recarded October
20, 1943 in Baak 1161 af Official Records, at page 325, distant thercn N. 0° 08' W
200.07 feet from the scutheasteriy cornef thereof in the northeriy line of Hacienda Avenue'
formerly San tomas ,A,quino Road, said point of beginning also being the southeasterfÝ
corner of that certain parcel of land conveyed by Harry Waters, et ux to Noah F Bedal, et
ux, by deed dated AprJl 23, i956 and recorded June 1':', 1956 in Beak 3523 of Official
Records, at page 232; thence along the easterly line ef said parcel of land conveyed to
Neah F. Bedal, et ux, N. 00 08' W. 157.54 feet to a point distant along said eastedy line
S. 0008' E. 198.01 fee! from the northeasterly corner of said parcel of land conveyed to
Noah F. Bedal, et UX, thence leaving said easterly line and running parallel with the
northerly line of said parcel of land conveyed to Noah F. Bed a!, et ux, S. 89052' W. 25.00
fee!; thence parallel with the eas!er!y line of said parcel of land conveyed to Noah F. Bedal,
et ux, N. 0008' W. 58.01 fee!; thence parallel with the noru'lerly fine of said parcel of land
conveyed to Noah F. Bedal et ux, S. 89°52' W. j 33.52 feet to the westerly line of said
parcel ef land conveyed to Noah F. Bedal, et UX, thence along the westerly lines of said
parcel of land conveyed to Noah F. Bedal, et ux, S. 0°08' E. 129.50 fee!, mere of less to
a stake at an angle in said westerly lines; thence continuing along said westerly lines of
said parcel of land conveyed to Noah F. Bedal, et ux S. 48 a 38' E. 46.82 feet to a stake and
S. 0008' E. 50.27 fee! to the southwesterly carner of said parcel of land conveyed to Noah
F. Bedal. et ux; thence along the southerly line of said parcel of land conveyed to Noah F.
Bedal et ux S. 89°47' E. 127.50 feet to the point of beginning and being a portion of lots
12 and 13 as shown on the Map of the Sunnyoaks Tract, which map is on file in the Office
of the Recorder of the County of Santa Clara, State of California, in Book "H" of maps at
page 149. .
Parcel Two:
As appurtenant to the above described parcel of land, a non-exdusive right of way for road
purposes, over and along a strip of land described as follows:
Beginning at a point on the northwesterly line of the Santa Clara-Los Gates Road, formerly
San Tomas Aquino Road, distant thereon S. 31 °45' 20" W. 861.02 feet from the paint of
intersection thereof with the center line of Sunnyoaks Avenue, said point of beginning also
being me southeasterly corner of that certain parcel of land conveyed by Mark E. Purmort
to Leo F. Ryan, et ux by deed dated March 29, 1948 and recorded March 29, 1948 in Book
1586 of Official Records, at page 586, Santa Clara County Records; thence leaving the
Santa Clara-Los Gates Road and running along the southerly line of said parcel of land
cQnveyed to Leo F. Ryan et ux, and along the southerly line of that certain parcel af land
ccnveyed by Mark E. Purmcnt, et ux to N. F. Beda!. et ux by deed dated July 10, 1945 and
recorded April 20, 1946 in Book 1340 of Official Records, at page 524, Santa Clara County
Records and along the westerly prolongation ef the souther!y,!ine of said parcel of land
ccnveye'd to N. F. Bedal, et ux, S. 89 ° 5 2'W. 407.28 feet to a pÒint distant S. 89° 52' W.
25 feet fram the southwesterly corner of said parcel of land conveyed to N. F. Bedal, et ux
thence at right angles N. oo08'W. 198.01 feet. thence N. 89°52' E. 50.00 feet; thence
c. 0° 08' E. 1 j,8.0i feet; thence Î'l. 89° 52' E. 387.37 feet to a paint an the northwesterly
~ne of said Santa Clara-Los Gates Road; thence alcng the nor:hwesterly line of said Road
S. 3 i 0 <is' 20" W. 58.89 feet to the pain!: of beginning and being a ~9r:ion. of Lot 13, as
S~Gwn on the Map of S~nnyoaks Trac:, '/'Ihicn map is en fiie in the Ornce or the Recorder
cf tiìe Coumy of Santa Claa, State of California in Eook "H'. of maps at page 149.
Parcel Three:
RECORDER'S MEMO
FAINT WRITING, TYPING, CARBON
COPIES OR DOT MATRIX PRINTERS
MAKE FOOR PhOTOGr.j,~H!:; ¡::¡¡::¡;n¡:;n
A non-excfusive right of way for ingress and egre~s and utility purposes in general under
over and along a strip of land 1 0.00 feet in width; the easterly line of which is described.
as follows:
Beginning a stake in the northerly fine of Hacienda Avenue, fornierly San Tomas Aquino
road, at the southeasterly comer of that certain parcel of land conveyed by Mark E.
Purrnort, et ux, to Uoyd o. Gravatt, by deed dated October 6, 1943 and recorded October
20, 1""943 in Book 1161 of Official Records, at page 325, Santa Clara County Records;
thence along the easterly line of said parcel of land conveyed to Uoyd O. Gravatt. N. 0°
08/ W. 200.07 feet to the southeasterly comer of the parcel of land described as Parcel
One above, being a pornon of Lot 13, as shown on the Map of Sunnyoaks Tract, which
map is on file in Book "H" of maps, at page 149, Santa Clara County Records.
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CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
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OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent
fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date:
Signer(s) Other Than Named Above:
Number of Pages:
Capacity(ies) Claimed by Signer(s)
Signer's Name:
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Corporate Officer
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Reorder Call Toll-Free 1-800-876-6827
Prod. No 5907
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CITY OF CAMPBELL
Public Works Department
March 20, 1998
American Title Company
2135 S. Bascom Avenue
Campbell, CA 95008
Attn: Robin
Re:
Mohammad Estahbanaty /Shirin Behroozian
360 Bedal Lane
Dear Robin:
The enclosed documents regarding the above subject property, are to be recorded in the
following order:
1.
Agreement dated March 16, 1998 between Mohammad Estahbanaty, Shirin Behroozian
and the City of Campbell.
2.
Notice of Release by City of Campbell. Prior to recording the Notice, please insert the
recording information from the Agreement (Item 1 above).
Please provide the City of Campbell, Public Works Department, with conformed copies of
both documents after recording.
If you have any questions, please call me at (408)866-2158.
cc:
Bob Kass
Michelle Quinney
Anne Bybee
File: 360 Bedal
Mohammad Estahbanaty
h: \landdev\360beda2(mp)
70 North First Street' Campbell, California 95008,1423 ' TEL 408.866.2150 . FAX 408.376,0958 . TDD 408,866.2790
Michelle Quinney, PE
City Engineer
City of Campbell
70 North First Street
Campbell, CA 95008-1423
Re: S 97-01, S 97-02, and S 97-03 - 360 Bedal Lane
RËCt:IVE:D
MAR 0 9 1998
PUBL./C .
AOMINIST~ont(8
flATION
March 6, 1998
Dear Ms. Quinney:
Last year, I subdivided the above property into three lots and sold them to Mohammad
Estahabnaty on December 2, 1997. The sales contract says that the buyer has to replace
both performance bonds with the City of Campbell and the Sanitary District within ten
working days ftom COE. The sanitary district gave me back the bond I posted and told
me that the new owner has to post a bond and get a new agreement with the district.
The buyer still has not replaced the bonds and it's been three months since he bought
them. I contacted Mr. Housley regarding the agreement with the City of Campbell. He
said that I am still responsible and the city will not release me ftom the agreement until
the new owner posts a performance bond. I don't know why the city doesn't require the
new owner to post a bond and a new agreement before the construction begins.
Please do not give an encroachment permit to Mr. Estahbanaty unless you release me
ftOl}l, the agreement.
Sincerely,
. fL %J
;¡¡:Park
115855 Rose Avenue
Los Gatos, CA 95050
Cc: I. Harold Housley, P.E.
Steve Piasecki, Community Development Director
Recording Requested By:
City of Campbell
And When Recorded Return To:
City Clerk
/! City of Campbell
I'~,,- ' 70 North First St.
\
Campbell, CA 95008
DOCUMENT:
13874428
Tit I es: I / Pages:
8
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Fees.. + No Fees
Taxes.
Copies.
AMT PAID
~0013874428~
BRENDA DAVIS
SANTA CLARA COUNTY RECORDER
~ecorded at the request of
Fidel ity National Title Ins.
ROE ** 010
9/25/1997
4:30 PM
(Space Above Tlùs Line For Recorder's Use)
AGREEMENT
THIS AGREEMENT (ide~M 96-02. S 97-01. 02 AND 03 ) made and
entered into this I (Qtb day of " í, 19ii:1, by and between SHIN Y.
PARK AND SONIA H. PARK. HUSBAND AND WIFE AS JOINT TENANTS ,
hereinafter referred as "Owner," and the CITY OF CAMPBELL, a municipal corporation of
the County of Santa Clara, State of California, hereinafter referred to as "City."
WHEREAS, on APRIL 8 , 19 97 , the Planning Commission per
Resolution No. 3083 granted conditional approval of S 97-01. 02 and 03 for that
certain real property described in Exhibit A attached and incorporated as though fully set forth
herein, and commonly known as 360 Bedal Lane, which property is hereinafter referred
to as "said real property";
WHEREAS, compliance with the terms and conditions of this Agreement are
conditions to the approval of the above described Architectural approval;
NOW, THEREFORE, IN CONSIDERATION OF THE ABOVE-MENTIONED
APPROVAL, and satisfaction of the conditions to that approval,
(1) Owner shall provide, construct and/or install at his own proper cost and expense,
street improvements as described in section 11.24.040 of the Campbell Municipal Code within
12 months from the date first mentioned hereinabove; provided, however that in the
computation of said 12 month period, delays due to, or caused by acts of God, viz., unusually
inclement weather, major strikes, and other delays beyond the control of Owner or his
successors shall be excluded.
(2) It is expressly understood and agreed to that if Owner shall fail to complete the
work required by this Agreement within the said 12 month period, the City, after giving ten
(10) days written notice thereof to Owner, or his successors, may construct and/or install said
improvements and recover the full cost and expense thereof from owner, or his successors.
(3) Owner, or his successors, shall cause to be prepared at his cost and expense
improvement plans for the construction and/or installation of said improvements prior to such
construction or installation. Said plans shall be prepared by a civil engineer registered by the
State of California and submitted to the City Engineer for examination and approval.
All of said improvements shall be constructed and/or installed in accordance with
those plans approved by the City Engineer and shall be made under the supervision and
inspection and to the satisfaction of the City Engineer. Said construction and/or installation
shall be in accordance with the existing ordinances and resolutions of the City of Campbell and
to all plans, specifications, standards, sizes, lines and grades approved by the City Engineer,
and all §tate and County statutes applicable thereto. Upon completion and acceptance of the
improvements by City, Owner, or his successors, shall provide reproducible as-built plans to
the City Engineer.
(4) The construction work of the improvements embraced by this agreement shall be
done in accordance with the specifications of the City of Campbell and West Valley Sanitation
District of Santa Clara County, where indicated.
(5) Prior to approval of the plans by the City Engineer pursuant to Section (3) of this
Agreement, Owner, or his successors, shall pay to the City for examination of improvement
plans, field inspection of construction of improvements and all necessary expenses incurred by
City in connection with said improvements, a sum calculated in accordance with Resolution
No. 9236, as adopted by the City Council on June 17, 1997, or as may subsequently be
adopted by the City Council.
(6) Owner, or his successors, shall file with City, prior to beginning construction,
surety acceptable to the City in an amount equal to the City Engineer's estimated cost of the
street improvements to ensure full and faithful performance of the construction of all the
aforementioned improvement work, excluding sanitary sewers and water distribution system.
Said surety shall guarantee that Owner, and his successors, will correct any defects which may
appear in said improvement work within one (1) year from the date of acceptance of the work
by City and pay for any damage to other work resulting from the construction thereof, as well
as pay the cost of all labor and materials involved. This surety shall remain in effect until one
(l) year after date of final acceptance of said improvements by City. Said surety amount may
be reduced by the City Engineer after the date of final acceptance to not less than twenty-five
(25) percent of its full value.
(7) Upon final release of said surety by City, the obligations of Owner, and his
successors, contained in this Agreement shall be considered null and void.
(8) When called upon by City to do so, Owner, or his successors, will execute a
petition for the formation of any special assessment district created pursuant to any special
assessment act as provided in the Streets and Highways Code of the State of California created
for the purpose of constructing and/or installing any or all of said improvements.
(9) Owner, or his successors, shall participate in and become a part of any special
assessment district as described in paragraph (8) of this Agreement.
It is expressly understood that any obligations of Owner, or his successors, contained
in this Agreement that are accomplished to the satisfaction of said City Engineer by said
special assessment district shall be considered null and void.
(10) Owner, or his successors, shall make such deposits or file such bonds and enter
into such agreement as required by West Valley Sanitation District of Santa Clara County to
ensure the installation of a sanitary sewage system to serve said real property, and Owner, or
his successors, shall file with City, upon execution of this Agreement, a l~mer from said
Sanitation District stating that Owner, or his successors, have made such deposIts or filed such
bonds and entered into such agreements.
2
. (11) Owner, or his successors, shall pay to Pacific Gas and Electric Company any
and all fees required for installation of underground wiring circuit to all electroliers within said
real property when Owner, or his successors, is notified by either the City Engineer or the
Pacific Gas and Electric Company that said fees are due and payable.
Owner's, and his successors', obligations under this section shall not be relieved by
delay or the passage of time, but shall remain binding indefinitely and forever.
- (12) Owner, or his successors, shall make such deposits or file such bonds and enter
into such agreement as required by San Jose Water Company when called upon to do so to
ensure the installation of a water distributiön system to serve said rear property, including fire
hydrant. Owner's, and his successors', obligations under this section shall not be relieved by
delay or the passage of time, but shall bind Owner and successors indefmitely and forever.
(13) Any easement and right of way within or without said real property necessary
for the completion of the improvements shown upon aforesaid improvement plans shall be
acquired by Owner, or his successors, at his own cost and expense. It is provided, however,
that in the event eminent domain proceedings are required for the purpose of securing said
easement and right of way, Owner, or his successors, shall deposit or cause to be deposited
with City a sum covering the reasonable market value of the land proposed to be taken and to
be included in said sum shall be a reasonable allowance for severance damages, if any. It is
further provided that in addition thereto such sums as may be required for legal fees and costs,
engineering and other incidental costs shall be deposited with the City.
(14) Owner, or his successors, shall carry out any and all negotiations with all
interested parties and shall perform or cause to be performed at his own cost and expense and
to the satisfaction of the City Engineer any and all work required to abandon, remove, raise,
lower, relocate and otherwise modify irrigation line or lines within the boundary of said real
property.
(15) To the fullest extent permitted by law, Owner, and his successors, shall
indemnify, defend and hold the City of Campbell, and its agents, employees, attorneys,
officers, officials and assignees harmless from any and all claims, damages, losses and
expenses, including, but not limited to, attorneys' fees, arising out of, or resulting from any
negligent or intentional act or omission (including misconduct) of said Owner, or his
successors, or any subcontractor, or anyone directly or indirectly employed by him, or anyone
for whose acts any of them may be liable in the course of performance of the Agreement.
The Owner, and his successors, shall also indemnify, defend and hold the City of
Campbell, and its agents, attorneys, employees, officers, officials, and assignees harmless
against and from any and all claims, demands, liabilities, losses, lawsuits, judgments,
damages, costs and expenses (including, but not limited to, attorneys' fees and court costs,
whether incurred at trial, appellate or administrative levels) which the City of Campbell may
incur or suffer, or to which the City of Campbell may be subjected resulting from the failure
of Owner, or his successors, or his agents, employees, subcontractors, or anyone performing
services under him, to fulfIll any of the obligations imposed under this Agreement.
(16) It is acknowledged that the provisions of this Agreement constitute covenants for
the improvement of the subject real property for the mutual benefit of Owner's property,
commonly known as 360 Bedal Lane and the City's property, commonly described as
Bedal Lane where they adjoin Owner's property. These covenants shall be considered
to affect rights in the above-described real properties, and shall be binding on the heirs,
3
assigns, successors, and grantees of Owner to said real property.
(17) Nothing contained herein shall be construed to transfer any unvested interests in
real or personal property for purposes of the rule against perpetuities.
- (18) In the event that Owner, or his successors, should breach any of the terms,
conditions, or covenants of this Agreement, the City shall be entitled to recover, in addition to
any other relief available in law or eqúity, all costs incurred in attempting to obtain
enforcement of the Agreement, or compensation for such breach. These costs shall include
reasonable attorneys' fees and court costs.
(19) This is the entire Agreement between the parties, and there are no
representations, agreements, arrangements or understandings that are not fully expressed
herein.
(20) This Agreement can be executed in counterparts by the parties hereto, and as so
executed shall consist of one agreement, binding on all the parties.
(21) Owner shall construct street improvements per preliminary plans, which are
subject to approval by the City Engineer, prepared by Westfall Engineers. Inc.. Job No.
96101, for 360 Bedal Lane, lands of Shin Park, PM 96-02, Permit 97-171.
IN WITNESS WHEREOF, said City has caused its name to be affixed by its Mayor
and City Clerk, who are duly authorized by resolution of the City Council, and said Owner has
caused his name to be affixed the day and year first above written.
OWNER:
SHIN Y. PARK, SONIA H. PARK, HUSBAND
AND Z~ AS:;: TL
jÁ~ ':v Æf, P ¡M¿~
Attest:
CITY OF CAMPBELL
~~
Mayor
Barbara D. Conant
h: \ w ord\landdev\beda1agr(mp)
4
Santa Clara
Title or type of Document
Number of Pages Date of Document
Signer(s) Other than named below
STATE OF CALIFORNIA
County of
On August 27th, 1997 before me
Shin Y. Park and Sonia H. Park
T. Ditmars
personally appeared
personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are
subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized
capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which
the person(s) acted, executed the instrument.
WITNESS my hand and official seal.
c::::::----.
Signature - .".,.
Notary Public in and for said County and State
(Seal)
~~ ~ ~ ~ - - - ~ î-.~ DITMARS - ~ - ~~
W'l COMM.#1042944 C
~ . NOTARY PUBLIC. CALIFORNIA ~
, SANTA CLARA COUNTY -'-
t Y 9 9 ~ ~ ~o:m~ ~~es~N~e~b=r ~8,~ 9:8 Y ~
UDO1 (Rev. 4/94)
EXHIBIT A
Parcel One:
Beginning at a point on the easterly line of that certain parcel of land conveyed by Mark E.
Purmo_rt, et ux, to Lloyd O. Gravatt by Deed dated October 6, 1943 and recorded October
20, 1943 in Book 1161 of Official Records, at page 325, distant theron N. 0° 08' W.
200.07 feet from the southeasterly cornef thereof in the northerly line of Hacienda Avenue,
formerly San tomas Aquino Road, said point of beginning also being the southeasterly
corner of that certain parcel of land conveyed by Harry Waters, et ux to Noah F Bedal, et
UX, by deed dated April 23, 1956 and recorded June 14, 1956 in Book 3523 of Official
Records, at page 232; thence along the easterly line of said parcel of land conveyed to
Noah F. Bedal, et ux, N. 0° 08' W. 157.54 feet to a point distant along said easterly line
S. 0°08' E. 198.01 feet from the northeasterly corner of said parcel of land conveyed to
Noah F. Bedal, et ux, thence leaving said easterly line and running parallel with the
northerly line of said parcel of land conveyed to Noah F. Bedal, et ux, S. 89°52' W. 25.00
feet; thence parallel with the easterly line of said parcel of land conveyed to Noah F. Bedal,
et ux, N. 0°08' W. 58.01 feet; thence parallel with the northerly line of said parcel of land
conveyed to Noah F. Bedal et ux, S. 89°52' W. 133.52 feet to the westerly line of said
parcel of land conveyed to Noah F. Bedal, et ux, thence along the westerly lines of said
parcel of land conveyed to Noah F. Bed ai, et ux, S. 0°08' E. 129.50 feet, more of less to
a stake at an angle in said westerly lines; thence continuing along said westerly lines of
said parcel of land conveyed to Noah F. Bed ai, et ux S. 48 o 38' E. 46.82 feet to a stake and
S. 0°08' E. 50.27 feet to the southwesterly corner of said parcel of land conveyed to Noah
F. Bedal, et ux; thence along the southerly line of said parcel of land conveyed to Noah F.
Bedal et ux S. 89°47' E. 127.50 feet to the point of beginning and being a portion of lots
12 and 13 as shown on the Map of the Sunnyoaks Tract, which map is on file in the Office
of the Recorder of the County of Santa Clara, State of California, in Book "H" of maps at
page 149.
Parcel Two:
As appurtenant to the above described parcel of land, a non-exclusive right of way for road
purposes, over and along a strip of land described as follows: .
Beginning at a point on the northwesterly line of the Santa Clara-los Gatos Road, formerly
San Tomas Aquino Road, distant thereon S. 31 °45' 20" W. 861.02 feet from the point of
intersection thereof with the center line of Sunnyoaks Avenue, said point of beginning also
being the southeasterly corner of that certain parcel of land conveyed by Mark E. Purmort
to leo F. Ryan, et ux by deed dated March 29, 1948 and recorded March 29, 1948 in Book
1586 of Official Records, at page 586, Santa Clara County Records; thence leaving the
Santa Clara-los Gatos Road and running along the southerly line of said parcel of land
conveyed to Leo F. Ryan et ux, and along the southerly line of that certain parcel of land
conveyed by Mark E. Purmont, et ux to N. F. Bedal, et ux by deed dated July 10, 1945 and
recorded April 20, 1946 in Book 1340 of Official Records, at page 524, Santa Clara County
Records, and along the westerly prolongation of the southerly line of said parcel of land
conveyed to N. F. Bed aI, et ux, S. 89°52'W. 407.28 feet to a point distant S. 89°52' W.
25 feet from the southwesterly corner of said parcel of land conveyed to N. F. Bedal, et ux
thence at right angles N. 0008'W. 198.01 feet, thence N. 89°52' E. 50.00 feet; thence
S. 0° 08' E. 148.01 feet; thence N. 89052' E. 387.37 feet to a point on the northwesterly
line of said Santa Clara-Los Gatos Road; thence along the northwesterly line of said Road
S. 310 45' 20" W. 58.89 feet to the point of beginning and being a portion of Lot 13, as
shown on the Map of Sunnyoaks Tract, which map is on file in the Office of the Recorder.
of the County of Santa Clara, State of California in Book "H" of maps at page 149.
Parcel Three:
--- .
. .
~ .
A non-exclusive right of way for ingress and egres.s and utility purposes in general under,
over and along a strip of land 10.00 feet in width; the easterly line of which is described
as follows:
Beginning a stake in the northerly line of Hacienda Avenue, formerly San Tomas Aquino
road, at the southeasterly corner of that certain parcel of land conveyed by Mark E.
Purmort, et ux, to Lloyd o. Gravatt, by deed dated October 6, 1943 and recorded October
20, 1"943 in Book 1161 of Official Records, at page 325, Santa Clara County Records;
thence along the easterly line of said parcel of land conveyed to Lloyd o. Gravatt, N. 0°
08' W. 200.07 feet to the southeasterly corner of the parcel of land described as Parcel
One above, being a portion of Lot 13, as shown on the Map of Sunnyoaks Tract, which
map is on file in Book "H" of maps, at page 149, Santa Clara County Records.
RESOLUTION NO.
9275
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CAMPBELL
AUTHORIZING THE MAYOR TO EXECUTE A
- STREET IMPROVEMENT AGREEMENT FOR PROPERTY LOCATED
AT 360 BEDAL AVENUE
BE IT RESOLVED by the City Council of the City of Campbell, California, as
follows:
The Mayor is authorized to execute a Street Improvement Agreement with Shin Y.
Park and Sonia H. Park, for the installation of street improvements at 360 Bedal Lane.
PASSED AND ADOPTED this 16th day of September, 1997, by the following roll
call vote:
AYES:
Councilmembers: Dougherty, Watson, Furtado, Conant
NOES:
Councilmembers: None
ABSENT:
Councilmembers: Dean
APPROVED:
~¡{). &d
Barbara Conant, Mayor
ò ~j Úl~
~ L~ ~\¿
~\j lj
RECEIVED
SEP 2 61991
PUBLIC WORKS
.. ADMINIST
¡¡i¡:!:¡¡:¡I.III~III¡¡illll::..:i:I.I.I:¡_I¡i_I!¡".!_:;:::,:::~:::.'.,' '.'..
APPLICATION NO(S): ~II~ 9£- tJ3
ADDRESS: ..J6(J ðedc. ( ~
CITY OF CAMPBELL
DEP ARThŒNT OF PUBLIC WORKS
ENGINEERING DIVISION
Instructions: This checklist provides advance notification to applicants of the City of Campbell's
final map preparation and submittal requirements. Using this checklist will expedite your application
through the City's review process.
Prior. to submitting a final Parcel and Tract Map to the City Engineer, please place an X in the space
to the right of each item below to indicate you have complied with, or place N/ A to indicate that the
particular item does not apply. Review applicable Subdivision Map Act Sections, which are
referenced in parentheses, before checking off each item. ..
SEAL AND SIGNATURE OF ENGINEER/SURVEYOR OF WORK.
THE MAP ACCOMPANYING THIS CHECKLIST HAS BEEN CHECKED BY ME ü'R UNDER
MY DIRECTION FOR COMPLETENESS AND CONSISTENCY WITH THIS CHECKLIST. THE
MAP CONFORMS WITH THE REQUIREME.NTS OF THE PROFESSIONAL LAND
SURVEYOR'S ACT, SUBDIVISION MAP ACT, AND APPLICABLE CITY ORDINANCpS.
THE MAP IS SUBMITTED FOR EXAMINATION BY THE CITY ENGINEER.
\, ,
Siþ~ t=~7
/¡é¿ r r '? 7J Cì .ó I è.kcL
Printed /
RCE/LS # ¿ S Çc95.-=:3
Expiration Date /'l..;/'3I/ 97
:'-
,:
,.",
(SEAL)
CITY
ITElVIS OK NA COlVIMENTS
A. GENERAL
1 Map agrees with the approved Tentative Map. v
2 Map complies with Conditions of Approval II
regarding dedications.
Page 1
CITY
ITElVIS OK NA COMMENTS
3 All documents contain Assessor I s Parcel /'
Numbers.
4 Easements and Monuments correspond with the ~
improvement plans.
5 Title Report and map reflect fee ownership. v/
6 Full map size is 18" x 26" on mylar with I" /
border (16" x 24" inside border).
7 All sheets are numbered. /
8 No stick-on seals, lettering or details exist. /
9 Map is suitable for microfIlming. vi
10 New road names approved by the Civic v/
Improvement Commission.
B. DEDICATION, CERTIFICATES & STATE~IENTS
1 Dedicate public service easements as required /
for roadway or slope purposes.
2 Dedicate drainage and/or flood control V
easements as required.
3 Consent to dedication forms executed and
notarized by existing easement holders over /
areas being dedicated for roadway purposes
(66436(A)(i».
4 Show, fully dimension and tie to map all
easements created and easements of record, ¿,/
including dedication Book and Page.
5 All easements shown for dedication have
appropriate wording in the Owner's Statement /
and purpose indicated on the map.
6 Waiver of Signatures on Map: Notification
secured from public utilities and public agencies ,/
(66436 & 66445(t).
7 Owner's Statement and Acknowledgment. V
(66436)
8 Name of person authorizing map (66436). V
9 Trustee's Statement and Acknowledgment , <../"
(66436).
Page 2
CITY
ITEMS OK NA CO l\1MENTS
10 Soil Engineer's Statement (66443).
v
11 Surveyor's/Eng:neer's Statement including
signature, seal, number and expiration date v
(66441 & 66449).
12 City Engineer's Statement including R.C.E.
number and expiration date (66442 & 66450). C/'
City Engineer is Michelle Quinney. Include
separate statement for "Technically Correct"
review by Land Surveyor per Attachment B.
13 City Clerk's Certificate (66464 & 66440). The V
City Clerk is Anne Bybee.
14 County Recorder's Statement (66496 & 66466). v
15 All certificates and statements signed and ..
acknowledged with signatures & Notary seals t/
are legiblë~ using black media ink. (66436(c).
c. lV{ONUlVIENT A TI ON
1 Basis of Bearings: Two found monuments of
Record appear in a statement and are labeled on. ¿/
each map sheet (66434C).
2 Tie to Basis of Bearings (66434C). /
3 Tie to adjoining surveys, lands, streets, or
senior conveyances, including Book and Page of ¡/ '
adjoining record maps/documents (66434C).
4 Tie to access street intersection. ¡,../' I
5 All monuments found, replaced or removed are
described as to kind, size, tag numbers, ¿/
recorded reference/origin, and tied by survey to
this map.
6 Monument right-of-way at BC, EC and property /
lines.
7 Monument basis required in existing and '/v
proposed City roads.
8 A monumented line shown on new subdivision
roads with monuments set 8 feet off centerline V
with ties to right-of-way.
9 Minimum 2" nominal diameter 1. P. required at ~/
Section, quarter-Section and Rancho corners.
Page 3
I CITY
ITEMS OK NA COl\1l\1ENTS
D. l\iIATHEMATICAL ACCURACY & GEOl\1ETRY
1 All bearings, di~tances, and curve information ...,-/
shown to nearest .01 feet and nearest second.
2 Curve data complete (A,R,L). ,/
3 Radial bearings of non-tangent curves shown. /
4 Areas net and gross calculated to nearest .01
acre. (Net is gross area less area dedicated to /
CitY for roadway purposes.)
5 - Minimum road centerline radius is 650', 200',
75'. Street widths, setbacks, and/or required v/
widening shown.
6 Sum of increments equals total distance or delta V
angle.
7 Math closures correct to 1 part in 20,000. The ~
sum of interior distances and curve data equal
total. All areas compute accurately.
E. l\'IAP BODY
-
1 Key or index map with sheets numbers shown V
(66445b).
2 Title Block: Place in upper center or upper
right of title sheet and upper center or upper
rigllt or lower right of map sheets; contains
assigned subdivision number; subtitle refers to /
existing maps/general descriptions of land
surveyed as denoted in Title Report; and is
below subdivision number. "City of Campbell,
California" is placed below subtitle. Date of
survev, scale and firm name are shown.
3 North arrow shown. 1/
4 Use scale 40', 50' or 60' to 1" (66434 & /
66445).
5 I Minimum 1/8" lettering and symbol size used c/
for legibility.
6 Legend: Found monument = solid symbol. Set /
monument = open symbol. Also include
monument type, size, and tag number, city limit
line, distinctive border line. relinquishment of
Page 4
CITY
ITElVIS OK NA COl\1lVIENTS
Abutter's rights, record data, etc., or label on ./
each map sheet.
7 Parcel Designat:on: Lots designated by
numbers, parcels designated by letters /
(66445?).Each lot/parcel must be shown
completely on one sheet.
8 Distinctive border and 1/16" solid black
boundary line shown around subdivis ion (66445 /
& 66434(e». Monuments on boundary lines
can be seen clearlv.
9 City boundaries which cross or join the ./
subdivision appear on the map.
10 Non-measured Record lines parenthesized. v
11 Discrepancies with record data shown. Record /
information used must be clearly indicated.
12 Adjoining property owners, including Book and
Page, and/or recent subdivisions (showing ¡/
lot/parcel) includin¡r recordin¡r information.
13 Show sidelines of all existing and record
easements by dashed lines on map, all of which.
shall be adequately dimensioned with widths, /
lengths, bearings, and ties to the easements (94-
4.214(e». Include recording information, to
whom and purpose of easements.
141 Show approved legal access with record Book /
/
and Page of instrument giving access.
15 Road names, correct spelling, right-of-way
width, centerline data, setback lines and/or {/
required widening shown.
16 Privately-maintained road easements shown by c/'
dashed lines and publicly-maintained roads
shown by solid lines.
17 Privately maintained road note shown. Place /
the words "Private Road, Not City Maintained"
under road name.
18 Common area notation, condominium notes, v
and air easement notes included.
19 County cadastral map grid numbers shown? ./
F. SUBlYIITT ALS
Page 5
CITY
ITEMS OK NA CO l\1MENTS
1 Three checkprints of the map (all sheets). v
2 This completed Checklist with Engineer/Land
Surveyor of Work Statement signed per /
Attachment A.
3 Final Map Fee:
Tract Map - $1,380.00 + $25.00/Lot t/
Parcel Map - $1,060.00 + $25.00/Lot
4 Storm Drain Area fee: $ per Acre.
5 Preliminary Title Report current within 6 V
. months).
6 Subdivision Guarantee. v'
7 Grant Deed(s) for the property(ies) surveyed. ¡/
8 Adjoiner deeds and senior conveyances/deeds
called for in the surveyed property's deed. 1/
9 Copy of unrecorded documents or maps, such as
State right-of-way maps, used for preparation of /
this map, if any.
10 Boundary, street, and lot closures and other /
calculations used to prepare this map.
11 Non-interference/waiver letters from applicable ../ "
public utilities and public agencies (66436).
12 Street Improvement Agreement. I
13 Soils Report prepared by a registered ,/
Geotechnical or Civil Engineer.
14 Legal descriptions. 1/
J: \FORSM\t'v1APCKLST(WORD)
Revised 6/6/97
Page 6
1.
2.
3.
4.
5.
6.
7.
t
\.
CITY OF CAMPBELL
ENGINEERING DIVISION
LAND DEVELOPMENT SECTION
D EVELO PMENT CHECKLIST /2J AZ ê &,e¿J
APPLICATION NO:
TRACT NO.
ENCROACHMENT PERMIT NO:
ADDRESS:
APPLICANT NAME AND PHONE:
CONSULTANT NAME AND PHONE:
:Øn:e/ ~~
ENCROACHMENT PERMIT ISSUANCE CHECKLIST
ENCROACHMENT PERMIT APPUCA TION
ENCROACHMENT PERMIT INSURANCE CERTIFICATES
FEES, SECURITY AND CONSTRUCTION ESTIMATES
a. Engineering Plan Check and Inspection Deposit:4\¡~-
b. Engineering Plan Check and Inspection Fees::t.~k.~~
c. Faithful Performance Security "'\~,~:-.....
d. Labor and Material Security ct.~~c:1-~::-:.....
e. Maintenance Security . . .. . . .. . . . . . . . . . . . . .
f. Emergency Cash Deposit ~.~:1~k::-......
g. Storm Drain Area Fee~.\Dl~A.Gì.7'.~.~~:-.
h. Record.Map Fee l.~~O) <1\..~J~..::.......
I. Traffic Engineering Fee ..........,..........
j. Monumentation Security ~..~~::-........
k. Park Impact Fees ~~~';"~~.J 1J¡.7&~r:1ç1Z/.~'Y.f.:2~.
1. Miscellaneous Fees . . . . . . . . . . . . . . . .. . . ..
m. Construction Cost Estimate ~~.¡~~:::......
STANDARD AGREEMENT AND ATTACHMENTS........
SPECIAL AGREEMENT AND ATTACHMENTS............
RECORD MAP
a. Easements and Dedication ...................
b. Taxes and Assessments Letter ...................
c. Non-Interference Letters (NILS) ...................
d. Signed Check List by Engineer/Surveyors..........
C P 1.. T. 'Þ,;.;teP ~ - \S -9,'7'
e. urrent re nnmary ItIe Report ...................
f. Subdivision Guarantee ...................
g. Fictitious Name Certificate ...................
h. HOA Management Agreement ...................
1. CC&R's ...................
J. Mylar Copies After Recording ...................
1
REQUIRED RECEIVED
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17.
18.
19.
20.
21.
22.
23.
24.
COMMENTS:
16.
8.
9.
10.
RIGHT-OF-WAY BY SEPARATE INSTR...................
SOILS REPORT ...........:.......
PLANS
a. Street Improvements ....................
b. ~Grading and Drainage ....................
c. Landscape ....................
d. Traffic Control """"""""""
e. Other ....................
CLEARANCE LETTERS OR PERMITS FROM OTHER AGENCIES
a. SCVWD PROP. EASEMENT LTRS.................. ~
b. WVSD "" II II "................... V
c. SJWC II II II " "................... v
d: PG&E II II II II "................... V
e. Pacific Bell II II II "................... v
f. TCI "" II " "................... V
g. SCCFPD (Central Fire) """""""""" V"
h. Cal Trans .................... t---...t~
1. City of San Jose .................... kL1--
j. Town of Los Gatos .................." ~~
k. Private """"""""""
1. Other ....................
SOILS REPORT ....................
LETTER FROM DEVELOPER TO PAY ADDITIONAL
PLAN CHECK EXPENSES
UTIUTY COORDINATION PLAN .........."..........
APPUCANT LEITER STATING COMPUANCE wrm
CONDITIONS OF APPROVAL
SPECIAL SUBMITTALS PER CONDITIONS OF..........
APPROV AL
PLANNING DIVISION APPROVAL ....................
BUILDING DIVISION APPROVAL ....................
TRAFFIC DIVISION APPROVAL ....................
SERVICE CENTER APPROVAL ....................
ESCROW LETTER WITH RECORDING INSTRUCTIONS
CITY COUNCI~~~. P~G COþIM.. RESø:.."""
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Date:
Approved by:
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11.
12.
13.
Prepared by:
h: checklist. hh
1/4/96
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15.
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Date:
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O~CHA"O'
CITY OF CAMPBELL
Public Works Department
September 23, 1997
~qer~ie_~e~ler, ß~cfoW Officer
r'Idehty NatIonal TItle nsurance
2150 N. First Street, Suite 310
San Jose, CA 95131
Re;
360 Bedal Lane - PM 96-02
Shin Park
Gentlemen:
The following items enclosed herewith should be recorded as soon as possible:
1.
Original mylar (2 sheets) for a 3 lot Parcel Map at Bedal Lane and Bedal Park
Court.
2.
Original signed Street Improvement Agreement between Mr. Shin Park and the
City of Campbell.
Please provide the City with a conformed photocopy mylar of the Parcel Map. Thank you for
your assistance in this matter. If you have any questions, please contact me at (408)866-2158.
-.
cc:
Anne Bybee, City Clerk
Barbara Ryan, Planner I
Frank Mills, Acting Building Official
Michelle Quinney, City Engineer
File: 360 Bedal
h: \ word\landdev\bedalesc(mp)
70 North First Street' Campbell, California 95008,1423 ' TEL 408,866,2150 ' FAX 408,376,0958 ' TOO 408,866,2790
.>.,~.O~'C"-11,66'
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'O'CH"O'
City of Campbell -- Community Development Department
70 N. First Street, Campbell, CA 95008
MEMORANDUM
To:
Harold Houseley, Land Development Engineer
From:
Barbara Schoetz Ryan, Planner I ¡'3¿
Subject: Park Fees for PM for 360 Bedal
Date:Sept 22, 1997
SUBDIVISION PARK FEE
based on 3 acres/lOOO population
2 new lots x $8,242.50 (under 4.5 do/acre density range) = $16.485.00 DUE PRIOR TO TRACT
RECORDATION
DEVELOPMENT PARK FEE based on 4 acres/lOOO population
3 units x $10,090 (under 4.5 do/acre density range) - = $30,270 minus $16,485 (amount paid at recordation) =
$13.785.00 DUE PRIOR TO OCCUPANCY PERMIT
cc. Shin Park
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RESOLUTION NO.
9275
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CAMPBELL
AUTHORIZING THE MAYOR TO EXECUTE A
STREET IMPROVEMENT AGREEMENT FOR PROPERTY LOCATED
AT 360 BEDAL AVENUE
BE IT RESOLVED by the City Council of the City of Campbell, California, as
follows:
The Mayor is authorized to execute a Street Improvement Agreement with Shin Y.
Park and Sonia H. Park, for the installation of street improvements at 360 Bedal Lane.
PASSED AND ADOPTED this 16th day of September, 1997, by the following roll
call vote:
AYES:
Councilmembers: Dougherty, Watson, Furtado, Conant
NOES:
Councilmembers: None
ABSENT:
Councilmembers: Dean
APPROVED:
~l!J. ~
Barbara Conant, Mayor
~ (J; Ck.. \¿
wU U
,.
'-
l'
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
WESTFALL ENGINEERS
14583 Big Basin Way
Saratoga, CA 95070
Telephone (408) 867-0244
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
CLOSURE AND AREA CALCULATIONS REPORT
Distances/Coordinates are in Feet
PARCEL MAP FOR SHIN PARK
BBEDAL LANE, CAMPBELL
96101
.:.:~ ~~-,
DS' ." , [163,~]
RECEIVED
JUN - 2 1997
**********
BOUNDARY (BDY)
**********
PUOLIL WOK"'.:>
ADMINISTRA TlON
***** Closure: LAND OF SHIN PARK *****
End Point
Start End Stored Coordinates
Point Bearing Distance Point North East
21 3464.1938 3929.9662
21 S 00 04 15 W 157.-54, 16 3306.6539 3929.7714
16 N 89 55 45 W 127.50 c/ 19 3306.8115 3802.2715
19 N 00 04 15 E' 50.27 18 3357.0815 3802.3337
18 N 41 01 12 W, 47.47 17 3392.8979 3771.1771
17 N 00 04 15 E / 129.50 I 15 3522.3978 3771. 3372
15 S 89 55 45 E 133.69 20 3522.2325 3905.0270
20 S 00 04 15 W 57.89 13 3464.3402 3904.9555
13 S 89 39 52 E 25.01 21 3464.1938 3929.9662
Closure ERROR: S 07 33 09 E
Closure precision: 1/662613
0.0011 ft.
3464.1949
-0.0011
3929.9661
0.0001
BDY PERIMETER is 728.88 feet.
AREA of BOUNDARY is 30631.63 SF.....or 0.7032 Acres
******************************************************************************
Page
1
********** RIGHT-OF-WAY (ROW) **********
***** Closure: LANDS OF SHIN PARK *****
***** Closure: ROW *****
start End
Point Bearing Distance Point
20
20 N 89 55 45 W (R) 20.00 31
31 S 01 46 25 E (R) 20.00 34
34 S 01 46 25 E (R) 38.00 32
32 S 69 39 47 E (R) 38.00 36
36 S 69 39 47 E (R) 20.00 - 33
33 N 34 12 40 W (R) 20.00 37
37 N 00 04 15 E 3.53 21
21 N 89 39 52 W 25.01 13
13 N 00 04 15 E 57.89 20
Closure ERROR: S 49 19 32 W 0.0016 ft.
Closure precision: 1 / 183739
End Point
stored Coordinates
North East
3522.2325 3905.0270
3522.2572 3885.0271
3502.2668 3885.6461
3464.2850 3886.8222
3451.0784 3922.4534
3444.1276 3941.2067
3460.6670 3929.9618
3464.1938 3929.9662
3464.3402 3904.9555
3522.2325 3905.0270
3522.2335
-0.0010
3905.0282
-0.0012
Arc Arc Arc
Start Arc Tangent Center End
Point Delta Length Length Point Point
20 088 09 20 30.77 19.37 31 34
36 247 53 22 164.41 32 34
36 035 27 07 12.38 6.39 33 37
ROW PERIMETER is 293.98 feet.
AREA of ROW is 4211.35 SF.....or 0.0967 Acres
Radius
Length
20.00
38.00
20.00
******************************************************************************
********** INDIVIDUAL LOTS **********
***** Closure: LANDS OF SHIN PARK *****
***** Closure: PARCEL 1 *****
start
Point
End
Point
20
31
34
Bearing
Distance
20
31
N 89 55 45 W (R)
S 01 46 25 E (R)
20.00
20.00
Page
2
End Point
Stored Coordinates
North East
3522.2325 3905.0270
3522.2572 3885.0271
3502.2668 3885.6461
34 S 01 46 25 E (R) 38.00 32 3464.2850 3886.8222
32 S 58 13 58 W (R) 38.00 77 3444.2792 3854.5147
77 S 58 13 58 W 17.98 76 3434.8138 3839.2289
76 N 89 55 45 W 68.00 29 3434.8978 3771.2290
29 N 00 04 15 E 87.50 15 3522.3978 3771. 3372
15 S 89 55 45 E 133.69 20 3522.2325 3905.0270
Closure ERROR: N 48 31 40 E 0.0008 ft. 3522.2320 3905.0265
Closure precision: 1 / 521905 0.0005 0.0005
Arc Arc Arc
start Arc Tangent Center End Radius
Point Delta Length Length Point Point Length
20 088 09 20 30.77 19.37 31 34 20.00
77 119 59 37 79.58 65.81 32 34 38.00
LOT PERIMETER is 417.52 feet.
AREA of PARCEL 1 is 8150.58 SF.....or 0.1871 Acres
***** Closure: PARCEL 2 *****
start End
Point Bearing Distance Point
77
77 N 58 13 58 E (R) 38.00 32
32 S 32 54 30 W (R) 38.00 78
78 S 00 04 15 W 125.65 30
30 N 89 55 45 W 63.75 19
19 N 00 04 15 E 50.27 18
18 N 41 01 12 W 47.47 17
17 N 00 04 15 E 42.00 29
29 S 89 55 45 E 68.00 76
76 N 58 13 58 E 17.98 77
Closure ERROR: N 63 58 52 W 0.0019 ft.
Closure precision: 1 / 227324
End Point
stored Coordinates
North East
3444.2792 3854.5147
3464.2850 3886.8222
3432.3825 3866.1768
3306.7327 3866.0215
3306.8115 3802.2715
3357.0815 3802.3337
3392.8979 3771.1771
3434.8978 3771.2290
3434.8138 3839.2289
3444.2792 3854.5147
3444.2784
0.0008
3854.5164
-0.0017
Arc Arc Arc
start Arc Tangent Center End
Point Delta Length Length Point Point
78 025 19 28 16.80 8.54 32 77
LOT PERIMETER is 431.92 feet.
AREA of PARCEL 2 is 10135.15 SF.....or 0.2327 Acres
Page
3
Radius
Length
38.00
***** Closure: PARCEL 3 *****
start End
Point Bearing Distance Point
78
78 N 32 54 30 E (R) 38.00 32
32 S 69 39 47 E (R) 38.00 36
36 S 69 39 47 E (R) 20.00 33
33 N 34 12 40 W (R) 20.00 37
37 S 00 04 15 W 154.01 16
16 N 89 55 45 W 63.75 30
30 N 00 04 15 E 125.65 78
Closure ERROR: S 00 45 21 E
Closure precision: 1 I 121090
0.0035 ft.
End Point
stored Coordinates
North East
3432.3825 3866.1768
3464.2850 3886.8222
3451.0784 3922.4534
3444.1276 3941.2067
3460.6670 3929.9618
3306.6539 3929.7714
3306.7327 3866.0215
3432.3825 3866.1768
3432.3860
-0.0035
3866.1768
0.0000
Arc Arc Arc
start Arc Tangent Center End
Point Delta Length Length Point Point
36 102 34 17 68.03 47.41 32 78
36 035 27 07 12.38 6.39 33 37
LOT PERIMETER is 423.82 feet.
AREA of PARCEL 3 is 8134.55 SF.....or 0.1867 Acres
Radius
Length
38.00
20.00
******************************************************************************
********** STREET CENTERLINES (C/L) **********
***** Closure: LANDS OF SHIN PARK *****
***** Closure: WINCHESTER ROAD *****
Start
Point
End
Point
2
4
3
Bearing
Distance
2
4
N 31 55 00 E
N 31 55 00 E
478.51
834.30
CIL LENGTH is 1312.81 feet.
*** Above CIL is not a closed area.
Page
4
End Point
Stored Coordinates
North East
3080.3467 4102.7280
3486.5130 4355.7082
4194.6854 4796.7925
***** Closure: BADAL LANE *****
4
6
N 89 39 52 W
N 00 24 33 E
425.72
173.40
End
Point
4
6
22
End Point
stored Coordinates
North East
3486.5130 4355.7082
3489.0062 3929.9955
3662.3975 3931.2334
start
Point
Bearing
Distance
CIL LENGTH is 599.12 feet.
*** Above CIL is not a closed area.
******************************************************************************
***** Report Summary *****
BOUNDARY Area = 30631.63 SF.....or 0.7032 Acres
ROW Area = 4211.35 SF.....or 0.0967 Acres
LOT Area = 26420.28 SF.....or 0.6065 Acres
END OF REPORT
Page
5
1
:'ill FOR FAITHFUL PERFORMA
:E
BORD NUMBER
54281
.
We, the undersigned SHIN Y. PARK AND SONIA H. PARK. HUSBAND AND WIFE AS JOINT
TENANTS, (hereinafter "Contractor") and AMERICAN CONTRACTORS INDEMNITY CO. ,a corporation
organized tmder the laws of the State of C'.AT.IFORNIA , and authorized to transact business in
the State of California, as Surety, are obligated to the City of Campbell, (hereinafter "City") a mUIÚcipal corporation UIXler
the laws of the State of California, in the sum of FORTY-THREE THOUSAND NINE HUNDRED DOLLARS
($ 43.900.00) for the payment of which sum we obligate ourselves and our successors and assigns, jointly and severally
by the following provisions:
The condition of this obligation is:
Because the obligated Contractor has, on APRIL 8 , 19~, entered into written
Contract with the City for the Project entitled 360 Bedal Lane. Pennit 97-171. PM 96-02. S 97-01. 02. æ , a copy of
which is attached and made a part of this bond, for construction of Project.
Now, therefore, if the Contractor shall faithfully perfonn the work in accordance with the plans, specifications
and contract documents during the original tenn, and any extensions of the contract which may be granted by the City, with
or without notice to the surety, and if it shall satisfy all claims and demands incurred UIXler the contract, and shall fully
indemnify and save harmless the City from all costs and damages wlúch it may suffer by reason of failure to do so, and
shall reimburse and repay the City all outlay and expense which the City may incur in Irulking any default, then this
obligation shall be void; otherwise to remain in full force and effect.
If any legal action be filed upon this bond, it shall be filed within one year after final payment has been made
UIXler the Contract excluding the warranty period, if any, provided for in the Contract, and venue shall lie in the County of
Santa Clara, State of California, and that surety, for value received stipulates and agrees that no change, extension of time,
alteration or addition to the tenns of the Contract or to the work to be perfonned under it or the specifications
accompanying it shall in any way affect its obligation on this bond, and it does by this means waive notice of any change,
extension of time, alteration or addition to the tenns of the Contract or to the work or to the specifications, and thereby
waives the provisions of Section 2819 of the Civil Code of the State of California.
In witness, contractor and surety have executed this agreement as of
AUGUST 29
.1997 .
(Contractor)
PROFESSIONAL
INSURAN«
AGENT
CONTRACTORS BOND
BROKERAGE, INC.
1737 No. First Street, Suite 200
San Jose, CA 95112
(408) 452-4644 FAX (408) 452-4646
SHIN Y. PARK, SONIA H. PARK, HUSBAND
AND WIFE AS JOINT TENANO
~ . =Áj~ /(~-
U~~l/~/ rd, fW~
INDEMNITY COMPANY
--
.
P.J~
By
PROTECTING YOUR FUTURE
LOS ANGELES, CA 90045
(Attach Acknowledgments)
Surety's Bond Number 54281
(Accompany this bond with Attorney-in-fact's
authority from Surety to execute the bond,
certified to include the date of the bond.)
(Both Principal's and
Surety's Attorney in Fact)
~y~
CALIFORNIA ALL-PURPO~""', ACKNOWLEDGEMENT
State of
California
County of
Santa Clara
On AUGUST 29,,1997
DATE
before me, MARIE GENTRY
NAME, TITLE OR OFFICER - E.G. 'JANE DOE, NOTARY PUBUC.
personally appeared
MARK .T. GENTRY
NAME(S) OF SIGNER(S)
[ ] personally known to me - OR - [ ] proved to me on the basis of satisfactory evidence to be the
person(s) whose name(s) is/are subscribed to the within
instrument and acknowledged to me that he/she/they
executed the same in his/her/their authorized capacity(ies),
and that by his/her/their signature(s) on the instrument the
person(s), or the entity upon behalf of which the person(s)
acted, executed the instrument.
WITNESS my hand and official seal.
~~-~
OPTIONAL
Though the data below is not required by law, it may prove valuable to persons relying on the document and could
prevent fraudulent reattachment of this fonn.
CAPACITY CLAIMED BY SIGNER
DESCRIPTION OF A TT ACHED DOCUMENT
[ ] INDIVIDUAL
[ ] CORPORATE OmCER
TITLE(S)
pIp BOND
TITLE OR TYPE OF DOCUMENT
[] PARTNER(S)
[ ] LIMITED
[ ] GENERAL
[X] ATTORNEY-IN-FACT
[ ] TRUSTEE(S)
[] GUARDIAN/CONSERVATOR
[ ] OTHER
6 includin~ this pa&e
NUMBER OF PAGES
AUGUST 29.1997
DATE OF DOCUMENT
SIGNER IS REPRESENTING:
NAME OF PERSON(S) OR ENTITY(lES)
AMERICAN CONTRACTORS INDEMNITY COMPANY
SIGNER(S) OTHER THAN NAMED ABOVE
A
BOND NUMBER
54281
American Contractors Indemnity Company
Los Angeles, California
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That AMERICAN CONTRACTORS INDEMNITY COMPANY, a California Corporation
(the "Company"), and having its principal office in Los Angeles, California does hereby constitute and appoint:
Hark J. Gentry of San Jose, California
as its true and lawful Attorney(s)-in-fact, in amount of $ 291,000.00, to execute, seal and deliver for and on its behalf as surety, any
and all bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, which are or may
be allowed, required or permitted by law, statute, rule. regulation, contract or otherwise, and the execution of such instrument(s) in pursuance
of these presents, shall be as binding upon the said AMERICAN CONTRACTORS INDEMNITY COMPANY, as fully and amply, to all
intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office.
This Power of Attorney is executed, and may be certified to and may be revoked, pursuant to and by authority of resolutions adopted by the Board
of Directors of AMERICAN CONTRACTORS INDEMNITY COMPANY, at a meeting called and held on the 6th clay of December, 1990.
RESOLVED that the Chief Executive Officer, President or any Vice President, Executive Vice President, Secretary or Assistant Secretary,
shall have power and authority.
1. To appoint Attorney(s)-in-fact and to authorize them to execute on behalf of the Company, and attach the Seal of the Company
thereto, bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof and,
2. To remove, at any time, any such Attorney-in-fact and revoke the authority given.
RESOLVED FURTHER, that the signature of such officers and the seal of the Company may be affixed to any such power of attorney or
any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal
shall be valid and binding upon the Company and any such power so executed and certified by facsimile signatures and facsimile seal shall
be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached., .
IN WITNESS WHEREOF, M1ERICAN CONTRACTORS INDEMNITY COMPANY has caused this instrument to be signed and its
corporate seal to be affixed by its authorized officer this 22nd day of July ,19 97 .
STATE OF CALIFORNIA
COUNTY OF LOS ANGELES
~~CO~~~~
Andy Faust, President
On .TuJ,y n. 1 qq7 before me, Norma Virgilio , personally appeared Andy Faust
personally known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the
same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted,
executed the instrument. I... ... ... ..... .... ..... ..... ... ... .... ... .... ..... ~í.
WITNESS my hand and official seal. @'_'.NORMAJ'VIRGluor
:;: ~. '. COMM. #994968 ¡
/1~~'J ~ ~ :~. . ~~~~Š-¿:~~a ~
CERTIFICATION J...- ~ : ...-Mf...-C~. ~pir_N~U: 1~, ~1
I, the undersigned officer of AMERICAN CONTRACTORS INDEMNITY COMPANY do hereby certify that I have compared the
foregoing copy of the Power of Attorney and affidavit, and the copy of the resolution adopted by the Board of Directors of said Company
as set forth in said Power of Attorney, with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID COMPANY, and that same are
correct transcripts thereof and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full
force and effect
IN TESTIMONY WHEREOF, I have hereunto set my hand this
. @í!¥~~~;:
29th
day of
AUGUST
,19 97
;¡ ~ft7' Secremry
'ND FOR LABOR AND MA TERII
BOND NUMBER.
54281
We, the undersigned SHIN Y. PARK AND SONIA R. PARK. HUSBAND AND WIFE AS JOINT
TENANTS, (hereinafter "Principal") ani AMF:RTCAN CONTRACTORS INDEMNITY CO. , a corporaùon
organized under the laws of the State of CAT.IFORNIA , and authorized to transact business in
the State of California, as Surety, are obligated to the City of Campbell (hereinafter "City"), a municipal corporation UIXler
the laws of the State of California, in the sum of FORTY-THREE THOUSAND NINE HUNDRED DOLLARS
($ 43.900.00 ) for the payment of which sum we obligate ourselves and our successors and assi~, jointly and
severally by the following provisions:
The cowition of this obligation is that the Principal entered, or is about to enter, into a certain written Contract
with the City dated APRIL 8 , 19 ---.!lL, a true and correct copy of which is presently on file in
the office of the City Clerk of the City of Campbell, which said Contract is hereby referred to and made a part hereof. The
contract is entitled: Agreement identified as No. PM 96-02, S 97-01, 02 and 03, 360 Beclal Lane, Pennit 97-171.
Because Principal is required to furnish a bond in connection with the contract, providing that if Principal, or any
of its subcontractors, shall fail to pay for any materials, or other supplies, or for any work or labor on the contracted work
of any kioo, or for amounts due under the unemployment insurance act with respect to any work or labor on this project,
the Surety on this bond will pay for the debt, in an amount not exceeding the sum specified in this booo, ani also, in case
suit is brought upon the bond, a reasonable attorney's fee to be fixed by the court.
Now, therefore, we, SHIN Y. PARK AND SONIA Roo PARK. HUSBAND AND WIFE AS JOINT
TENANTS, as Principal, AND AMERICAN CONTRACTORS INDENHITYC(>as Surety, are obligated to the City of
Campbell, in the sum of FORTY-TIIREE THOUSAND NINE HUNDRED DOLLARS ($ 43.900.00), lawful moœy of
the United States, for the payment of which SUIllS will aOO truly to be made, we the said Principal and Surety bioo
ourselves, successors and assigns, jointly and severally, by these provisions.
The coOOition of this obligation is that if Principal, its successors or assigns, or its subcontractor, or
subcontractors, shall fail to pay for any labor, materials, or other supplies, used in the perfonnance of the work contracted
to be done, or for amounts due under the unemployment insurance act with respect to this work or labor, then the Surety on
this booo will pay for them, in an amount not exceeding the sum specified in this booo, ani in case suit is brought upon this
bond will also pay a reasonable attorney's fee, to be fixed by the court.
No prepayment or delay in payment and 110 changes, extensions, addition or alteration of any provision of said
Contract or in any plans ani specifications referred to herein, aOO no forbearance on the part of the City shall operate to
release the Surety from liability on this bow, aOO consent to make such alterations without further notice to or consent by
the Surety is hereby given, ani the Surety hereby waives the provisions of Section 2819 of the Civil Code of tl1e State of
California.
In witness, the parties have executed tillS agreement as of
AUGUST 29
. 19~
(principal)
SHIN Y. PARK, SONIA H. PARK,
HUSBAND AND WIFE ~OINT
TE NTS Æ L.
, . t-.-I-
")
.
PJ~
CONTRACTORS BOND
BROKERAGE, INC.
1737 No. First Street, Suite 200
San Jose, CA 95112
(408) 452-4644 FAX (408) 452-4646
By
MARK J
Address of Surety: 841
LOS ANGELES. CA 9~
Surety's Bow Number ,)41Rl
(Accompany this bond with Attomey-in-fact's
authority from Surety to execute the bond,
certified to include the date of the bond.)
PROFESSIONAL
INSURANU
AGENT
PROTECTING YOUR FUTURE
(Attach Acknowledgments)
(Both Principal's and
Surety's Attorney in Fact)
"
CALIFORNIA ALL-PURPO' ~ ACKNOWLEDGEMENT
State of
California
County of
Santa Clara
On
AUGUST 29,,1997
DATE
before me, MARIE GENTRY
NAME, TITLE OR OFFICER, E.G. "JANE DOE, NOTARY PUBUC"
personally appeared
MARK .T. GENTRY
NAME(S) OF SIGNER(S)
[ ] personally known to me - OR - [ ] proved to me on the basis of satisfactory evidence to be the
person(s) whose name(s) is/are subscribed to the within
instrument and acknowledged to me that he/she/they
executed the same in his/her/their authorized capacity(ies),
and that by his/her/their signature(s) on the instrument the
person(s), or the entity upon behalf of which the person(s)
acted, executed the instrument.
SS my hand and official seal.
OPTIONAL
Though the data below is not required by law, it may prove valuable to persons relying on the document and could
prevent fraudulent reattachment of this fonn.
CAPACITY CLAIMED BY SIGNER
DESCRIPTION OF A TT ACHED DOCUMENT
[ ] INDIVIDUAL
[ ] CORPORATE OmCER
TITLE(S)
pIp BOND
TITLE OR TYPE OF DOCUMENT
[] PARTNER(S)
[ ] LIMITED
[ ] GENERAL
[X] ATTORNEY-IN-FACT
[ ] TRUSTEE(S)
[] GUARDIAN/CONSERVATOR
[ ] OTHER
6 INCLUDING THIS PAGE
NUMBER OF PAGES
AUGUST 29.1997
DATE OF DOCUMENT
SIGNER IS REPRESENTING:
NAME OF PERSON(S) OR ENTITY(IES)
AMERICAN CONTRACTORS INDEMNITY COMPANY
SIGNER(S) OTHER THAN NAMED ABOVE
A
BOND NUMBER
54281
American Contractors Indemnity Company
Los Angeles, California
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That AMERICAN CONTRACTORS INDEM~ITY COMPANY. a California Corporation
(the "Company"), and having its principal office in Los Angeles. California does hereby constitute and appoint:
Hark J. Gentry of San Jose, California
as its true and lawful Attorney(s)-in-fact, in amount of $. 291,000.00 ,to execute, seal and deliver for and on its behalf as surety, any
and all bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, which are ormay
be allowed, required or permitted by law, statute, rule, regulation, contract or otherwise, and the execution of such instrument(s) in pursuance
of these presents, shall be as binding upon the said AMERICAN CONTRACTORS INDEMNITY COMPANY, as fully and amply, to all
intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office.
This Power of Attorney is executed, and may be certified to and may be revoked, pursuant to and by authority of resolutions adopted by the Board
of Directors of AMERICAN CONTRACTORS INDEMNITY COMPANY, at a meeting called and held on the 6th day of December, 1990.
RESOLVED that the Chief Executive Officer, President or any Vice President, Executive Vice President, Secretary or Assistant Secretary,
shall have power and authority.
L To appoint Attorney(s)-in-fact and to authorize them to execute on behalf of the Company, and attach the Seal of the Company
thereto, bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof and,
2. To remove, at any time, any such Attorney-in-fact and revoke the authority given.
RESOLVED FURTHER, that the signature of such officers and the seal of the Company may be affixed to any such power of attorney or
any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal
shall be valid and binding upon the Company and any such power so executed and certified by facsimile signatures and facsimile seal shall
be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached.
IN WITNESS WHEREOF, AMERICAN CONTRACTORS INDEMNITY COMPANY has caused this instrument to be signed and its
corporate seal to be affIXed by its authorized officer this 22nd day of July . ,19 97 .
STATE OF CALIFORNIA
COUNTY OF LOS ANGELES
On .Tu:Ly 22. 1 qq7 before me, Norma Virgilio , personally appeared Andy Faw:,l
personally known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the
same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted,
executed the instrument I.... ~ ........ ~ ~ .... .... .... .... ~ .... ~ ""'I
WITNESS my hand and official seal. @,,_"NORMAJ.VIRGIUO
< ".. '. COMM. #994968 ~
?1~ð ~ J~ :-:-" . ~~~~Š-~~~o 7r
CERTIFICATION .... ~ ~ ~~C~ ~pirJ.N~U: 1~. I~~
:ro~COmAA~~~~
Andy Faust, President'
I, the undersigned officer of AMERICAN CONTRACTORS INDEMNITY COMPANY do hereby certify that I have compared the
foregoing copy of the Power of Attorney and affidavit, and the copy of the resolution adopted by the Board of Directors of said Company
as set forth in said Power of Attorney, with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID COMPANY, and that same are
correct transcripts thereof and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full
force and effect.
IN TESTIMONY WHEREOF, I have hereunto set my hand this
29Ul
day of
AUGUST
,1997
~ ~~ --
Albert Baumgarten. Secretary
I.-I II ~~e~ose
.~ Company
374 West Santa Clara St.
San Jose, CA 95196-0001
ENGINEERING & OPERATIONS
1221 S. Bascom Ave., S.J. 95128
Phone Number: 408-279-7827
Facsimile: 408-292-5812
Writer's Direct Dial: 408-279-7873
September 19, 1997
IlE
' ,CF,"'ED
Sfþ 2;¿ 'IOn
, '~~7
," -.ii', . ,.
40MINtsr . i'..,
R4 flO!\¡
Mr. Harold Housley
City of Campbell
Department of Public Works
ïû North First S~reet
Campbell, CA 95008
Reference:
Parcel Map for 3 Lot Subdivision
Bedal Lane (Shin Park)
Dear Mr. Housley:
Please be informed that San Jose Water Company has no objection to the recordation of
the parcel map for this project. This office has reviewed a copy of the map dated April 1997 and
it appears that the proposed street and 10 foot P.S.E. dedication will be adequate for the
installation of our facilities. Furthermore, we do not anticipate any conflicts occurring between
any existing San Jose Water Company easements and those resulting from the creation of the
parcels.
If you have any questions or require fw;ther information, please contact this office.
Jt~el~' . ~
w~ W en~
New Business Superyisor
WSW/ww
NB97-252
This letter Faxed to Shin Park, 9/19/97.
campcJr1\priforms
0/)' of Cam/Jbpll
TITLE:
City
Council
Report
Fïk3!P() Eedð{ utV\.t,
5'0-0' ,S '11-0 (, ~::/17 -03
Item No: 7.
Category: Consent
Date: September 16, 1997
Approval of Street Improvement Agreement. 360 Bedal Lane
(Resolution/Roll Call Vote)
RECOMMENDATION
That the City Council adopt the attached resolution authorizing the Mayor to execute a Street Improvement
Agreement with Shin Y. Park and Sonia H. Park, concerning the installation of street improvements for
360 Bedal Lane.
DISCUSSION
On March 21, 1997, the Community Development Director approved PM 96-02 to divide property
located at 360 Bedal Lane into three new parcels. On April 8, 1997, the Planning Commission adopted
Resolution 3083 granting conditional site approvals S 97-01, S 97-02, and S 97-03 for the construction of
three new single family residences on property located at 360 Bedal Lane. A condition of the approval of
the fmal parcel map and of the site approvals was the execution of an agreement to install standard street
improvements, including the construction of a new cul-de-sac along the property's frontage on Bedal Lane.
The attached agreement requires the property owner to construct such improvements within 12 months
from the date of execution of the agreement. The applicant has signed the attached agreement and has
provided the required security to guarantee that the work will be completed as required.
FISCAL IMPACT
There is no fiscal impact associated with this action.
AL TERNA TIVES
Do not approve this agreement. This would not be consistent with the conditions placed on the approval of
the parcel map.
Prepared by:
Reviewed by:
Reviewed by:
Approved by:
Attachments :
------
Resolution
Street Improvement Agreement
J:\MQ\LD\36Obed
RESOLUTION NO.
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CAMPBELL
AUTHORIZING THE MAYOR TO EXECUTE A
STREET IMPROVEMENT AGREEMENT FOR PROPERTY LOCATED
AT 360 BEDAL AVENUE
BE IT RESOLVED by the City Council of the City of Campbell, California, as
follows:
The Mayor is authorized to execute a Street Improvement Agreement with Shin Y.
Park and Sonia H. Park, for the installation of street improvements at 360 Bedal Lane.
PASSED AND ADOPTED this 16th day of September, 1997, by the following roll
call vote:
AYES: Councilmembers:
NOES: Councilmembers:
ABSENT: Councilmembers:
.'
APPROVED:
Barbara Conant, Mayor
Attest:
Anne Bybee, City Clerk
1.,.;.,.........1
~:':;1~
vc:
Pacific Gas Md 8ectric Conløtv
David Marzouk, Land Agent
Land Rights Office
111 Almaden Boulevard Suite 814
San Jose, CA 95113
408,282.7543 Fax 408,282,7118
September 13, 1997
REceIVED
SEP 1 61997
Shin Park
15855 Rose Avenue
Los Gatos, CA 95030
"'\..I::;~"-'."-'
RE:
ADMINISTRA TlOr,;
360 Bedal Lane, Campbell
PG&E File No 0541L6-9008
Mr. Park:
Thank you for submitting a copy of the Parcel Map for our review as referenced above.
PG&E has now concluded its review process and has determined that the parcel map as
submitted depicts adequate Public Utility Easement for the gas and electric services.
Any proposed development plans should provide for unrestricted utility access and
prevent easement encroachments that might impair the safe and reliable maintenance
and operation ofPG&E's facilities.
Some examples of activities which could have an impact upon our facilities include
permanent/temporary changes in grade over or under our facilities; construction of
structures within or adjacent to PG&E's easements; and planting of certain types of
vegetation over or underneath our gas and electric facilities respectively.
Developers will be responsible for the costs associated with the relocation of existing
PG&E facilities if any, to accommodate their proposed development. Because facilities
relocation's require long lead times and are not always feasible, developers should be
encouraged to consult with PG&E as early in their planning stages as possible.
Please feel free to contact Nick Arellano at 408.282.7546, if you have any questions in
regards to this matter.
Thank you.
()f~¡GIN,i~l SIGNED UY
David Marzouk
: '
.-¡ !.;!
S:IDEANZAIMAP _REV\41 L6900BIL6-9008.DOC
Horold Housley, City of Campbell
WEST VALLEY SANITATION DISTRICT
OF SANTA CLARA COUNTY
SERVING RESIDENTS OF
CITY OF CAMPBELL
TOWN OF LOS GATOS
CITY OF MONTE SERENO
CITY OF SARATOGA
UNINCORPORATED AREA
September 12, 1997
RECEIVED
SEP 15æ¡
City of Campbell
Public Works Department
Attn: Mr. Harold Housley
70 North First Street
Campbell, CA 95008
¡;'U..i t,¡ I.. "v,.,< ,':.
ADMINISTRATION
Re:
Proposed lot split and development oftwo new single-family homes,
APN 406-10-003, 360 Bedal Lane, Campbell
Dear Mr. Housley:
This letter shall act as a "will serve" letter for proposed development referenced above. The District has
reviewed a preliminary map showing the lot split of the above-referenced assessors parcel. The District
has no objections to the proposed development.
Please note that a sewer extension is necessary to provide complete public sewer service to the property.
At this time all necessary fees have been paid to this office, and the completed improvement bond and
transfer of title forms have been returned to the District. However, at present the District has not
approved the improvement plans for the necessary sewer extension.
If you have any questions regarding this project, please call our office.
Very truly yours,
Robert R. Reid
District Manager and Engineer
~ ?9--
by: Devin Conway
Junior Civil Engineer
cc: Shin Park
100 East Sunnyoaks Avenue, Campbell, California 95008-6608 Tel: (408) 378-2407 Fax: (408) 364-1821
Seprember 15,1997
REC!IV!n
SEP 1 5 1991
Mr. 1. Harold Housley, PE
City of Campbell
Public Works Department
70 North First Street
Campbell, CA 95008
PUdL/C \ill."",."
.o\DMINISTRATIOI\¡
Re: 360 Bedal Lane, PM %-02, S 97-01, 02 and 03, EP 97-171
Dear Mr. Housley:
I have contacted the utility companies and coordinated the installation of utility lines. The utilities
shall be installed as follows:
I. PG & E will be designing and installing the electrical and gas lines to the property. The
telephone lines will be designed and installed by Pacific Bell, and cable TV by TCl. All of these
utilities shall be installed in joint trench within the public right of way or within the 10 feet wide
easement along the street ftontage.
2. San Jose Water Company will design and install the water services. We met with the
representatives of the Water Company regarding installation of new services, meters and
relocating the existing services and meters for the two adjoining homes the north of our site. The
Water Company will obtain all necessary pennits ftom the City for this installation.
3. West Valley Sanitation District will provide sanitary sewer system. The system, an extension
of sanitæy sewer main and construction oflaterais, is shown on improvement plans for Bedal
Lane, and was reviewed by the district.
4. No new stonn drainage system is proposed for this project. The site is designed to drain via
swales onto the street and into the existing stonn drainage system within Bedal Lane.
We expect that all utilities and services will be completed prior to the issuance of the occupancy
pennit.
Sincerely yours, lJ
¡~ -1~
Shin Y. Park, Applicant
/15855 Rose Avenue
, Los Gatos, CA 95030
34758 Nortll First Sima\, #2L
Sell Josc, CrilllOfllia 95134
PA .;ICe:tBELL
A Pacific Telesis Company
September 12, 1997
REceiVED
SE? I 11991
City of Campbell
Public Works Department
75 N. Central Avenue
Campbell, CA. 95008
¡-'(j",Lil. r'/'_'i<;~..;
4DMINISTRA.TlOf\l
....---
RE: Parcel Map, 360 Bedal Lane, Campbell
Gentlemen:
The Public Service EasementslPublic Utility Easements as shown on the final copy of the parcel map
presented prior to recording are adequate and satisfactory for the installation of Pacific Bell's facilities.
The above mentioned project is located within the Pacific Bell service area and telephone service will be
provided in accordance with our rate, rules and regulations. Our engineering plans call for providing
service to this site when service is required.
If you should have any questions, please call me on (408) 493-7074.
S. incere~ ~. "
~) ,
L//I~'- "\. ' ,
Trent Van Wormer
Engineer
Customer Services
Bay Engineering
L/~.
cc: Shinn Park, Developer
15855 Rose Avenue
Los Gatos, CA. 95030
September 11, 1997
Mr. Harold Housley
City of Campbell
Public Works Department
70 N. First Street
Campbell, CA95008
Re: 360 Bedal Lane
PM 96-02, S 97-01, 02 and 03
EP 97-171 /
Dear Mr. Housley,
In compliance with the conditions of approval for Parcel Map, File No. PM 96-02, I will
perfonn my duties as follows;
1. All fees will be paid to the City of Campbell before recoding the map.
2. I will try to get clearance letters from utility companies within few days.
3. All other requirements have been submitted to the Public Works Department.
Sincerely yoursiJ
, /'( h-4
bin Park, Applicant
15855 Rose Avenue
Los Gatos, CA 95030
\cklt' lakiIJL' le/eli"UII
ill !" I n II iO íI (/\ \ "
RECE1V!D
5EP - 5 1991
- ~ TCI Cablevision of
=... California
¡)USLìC WOR.....:.,
ADMINISTRATION
9/2/97
Shin Park, Developer
15855 Rose Avenue
Los Gatos, CA. 95005
Subject:
Easement Clearance / Will Serve
Re:
Proposed Development:
Being a portion of lot 13, Sunnyoaks Tract, recorded in book H of maps,
page 149 Santa Clara County Records, City of Campbell, CA. .
Dear Ms. Parks:
I have reviewed the parcel map provide by Westfall Engineering, Inc., for the purposed of a
Proposed Development in the City of Campbell, California.
TCI Cablevision of San Jose has no comments or objection to the Proposed Development
indicated on the parcel map. TCI currently has service facilities within the area, and it does
not appear that there should be any problem to provide CATV facilities to this parcel.
Sincerely,
~~~
Romeo Vlep
Engineering and Design
::0"
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r'.!\! "¡;P, 4'..
< .
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.
Fidelity National Title Compan1f E eEl V ED
340 University Ave. . Los Gatos. CA 95030
(408) 354-6071 . FAX 1408) 395-5878 5EP - 2.
PUtsL/C WORK5
ADMINISTRATION
PRELIMINARY REPORT
ESCROW OFFICER: Teresa Ditmars
TITLE OFFICER: Sherri
ORDER NO.: 1807743 - A
Amendment
TO:
Shin Park
15855 Rose Avenue
Los Gatos, CA 95032
SHORT TERM RATE: yes
PROPERTY ADDRESS:
360 Bedal Lane, Campbell, California
EFFECTIVE DATE: May 15.1997. 07:30A.M.
The form of Policy or Policies of title insurance contemplated by this report is:
American Land Title Association Construction Loan Policy (1 0-17-92) with A.loT.A. Form
1 Coverage
1.
THE ESTATE OR INTERESTIN THE lAND HEREINAFTER DESCRIBED OR REFERRED
TO COVERED BY THIS REPORT IS:
A FEE as to Parcel(s) One;
AN EASEMENT more fully described below as to Parcells) Two and Three
2.
TITLE TO SAID ESTATE OR INTEREST AT THE DATE HEREOF IS VESTED IN:
Shin Y Perk and Sonia H. Perk, husband and wife 85 joint tenants
3.
THE LAND REFERRED TO IN THIS REPORT IS SITUATED CAMPBELL, IN THE
COUNTY OF SANTA CLARA. STATE OF CALIFORNIA. AND IS DESCRIBED AS
FOllOWS:
SEE EXHIBIT "ONE" ATTACHED HERETO AND MADE A PART HEREOF
SK\sk OS/29/97
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Note 1.
Note 2.
Note 3.
Note 4.
Note 5.
Order No.1 807743 - A
For proration purposes, the property taxes for the fiscal year shown below are as
follows:
APN;
Fiscal year
Code Area:
1 st Installment:
2nd Installment:
Land:
Improvements:
Exemption:
Personal Property:
406-1 0-003
1996-1997
1 0 043
$1.627.84 paid
$1.627.84 paid
$269.963.00
$12,133,00
$
$
Supplementel assessment for 1996.1997
APN:
First Installment:
Must be paid by:
2nd Installment:
Must be paid by:
406-1 0-003
$644.12 paid
March 31, 1996
$644,12 paid
July 31, 1 996
"Section 1241 3,1, California Insurance Code became effective January 1, 1 990. This
legislation deals with the disbursement of funds deposited with any title entity acting
in an escrow or subescrow capacity. The law requires that all funds be deposited and
collected by the title entity's escrow and/or subescrow account prior to disbursement
of any funds. Some methods of funding may subject funds to a holding period which
must expire before any funds may be disbursed. In order to avoid any such delays, all
fundings should be done through wire transfer. certified check or checks drawn on
California financial institutions.
The charge where an order is cancelled after the issuance of the report of title, will be
that amount which in the opinion of the Company is proper compensation for the
services rendered or the purpose for which the report is used. but in no event shall said
charge be less than the minimum amount required under Section 12404.1 of the
Insurance Code of the State of California. If the report cannot be cancelled "no fee"
pursuant to the provisions of said Insurance Code. then the minimum cancellation fee
shall be $360.00. .
California Revenue and Taxation Code 18668, effective January 1, 1991, requires that,
the buyer in all sales of California Real Estate. wherein the Seller shows an out of State'
Address. withhold 3-1/3% of the total sales price as California State Income Tax.
subject to the various provisions of the law as therein contained.
Order No. 1807743 - A
AT THE DATE HEREOF, ITEMS TO BE CONSIDERED AND EXCEPTIONS TO COVERAGE IN
ADDITION TO THE PRINTED EXCEPTIONS AND EXCLUSIONS IN SAID POLICY FORM
WOULD BE AS FOLLOWS:
1,
Property taxes, which are a lien not yet due and payable, including any assessments
collected with taxes to be levied for the fiscal year 1997.1998.
2.
Supplemental assessment for 1996-1997
APN:
First Installment:
Must be paid by:
2nd Installment:
Must be paid by:
8m No.:
406-10-003
$0.00 none
None Shown
$892.60 delinquent
April 11, 1 997
406.1 0-003-p6
3.
The lien of supplemental taxes. if any. assessed pursuant to the provisions of Chapter
3.5 ~Commencing with Section 75) of the Revenue and Taxation code of the State of
California.
4.
Easementls) for the purpose(s) shown below and rights incidental thereto as granted
in a document,
Granted to:
Purpose:
Recorded:
Affects:
Orchard Irrigating Company
constructing and maintaining a ditch or other suitable water way
to carry and conduct water for purpose of irrigation
October 5, 1904, Book 283, Page 125, of Official Records
westerly portion of said land
5.
Eas8ment(sl for the purpose Is) shown belOw and rights incidental thereto as reserved
in a document. .
Reserved by:
Purpose:
Recorded:
Affects:
Mark E. Purmont
Irrigation ditch
October 20, 1943, Book 1161, Page 325, of Official Records
Exact location is not disclosed of record
Reference is hereby made to the document for full particulars
6.
The requirement of this Company that an Inspection be completed prior to the Close
of Escrow.
. :. "
(, (¡ 10 ¡', '(,~!
END OF ITEMS
';)1111 '¡\nJ .1111;¡n1'¡
¡VQç: 7
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Order No. 1801743 - A
A non-exclusive right of way for ingress and egress and utility purposes in general under,
over and along a strip of land 10.00 feet in width, the easterly tine of which is described
as follows:
Beginning a stake in the northerly line of H3c;enda Avenue, formerly San Tomas Aquino
road, at the southeasterly corner of that certain parcel of land conveyed by Mark E.
Purmort. et ux, to Lloyd o. Gravatt. by deed dated October 6, 1943 and recorded October
20, 1943 in Book 1161 of Official Records, at page 325, Santa Clara County Records;
thence along the easterly line of said parcel of land conveyed to Lloyd O. Gravatt, N. 0°
08' W. 200.07 feet to the southeasterly corner of the parcel of land described as Parcel
One above, being a portion of Lot 13, as shown on the Map of Sunnyoaks Tract, which
map is on file In Book I' H" of maps, at page 149, Santa Clara County Records.
Assessor's Parcel No: 406-10-003
Order No. 1807743 - A
EXHIBIT "ONE"
Parcel One:
Beginning at a point on the easterly line of that certain parcel of land conveyed by Mark E.
Purmort, et ux, to Lloyd O. Gravatt by Deed dated October G, 1943 and recorded October
20, 1943 in Book 1161 of Official Records, at page 325, distant theron N. 00 08' W.
200.07 feet from the southeasterly corner thereof in the northerly line of Hacienda Avenue,
formerly San tomes Aquino Road, said point of beginning also being the southeasterly
corner of that certain parcel of land conveyed by Harry Waters, et ux to Noah F Bedal. et
ux, by deed dated April 23, 1956 and recorded June 14. 1956 in Book 3523 of Official
Records, at page 232; thence along the easterly line of said parcel of land conveyed to
Noah F. BedaL et ux, N. 00 08' W. 1 57.54 feet to a point distant along said easterly line
S. 0°08' E. 198.01 feet from the northeasterly corner of said parcel of land conveyed to
Noah F, Bedal, et ux, thence leaving said easterly line and running parallel with the
northerly line of said parcel of land conveyed to Noah F. BedaL et ux. S. 89°52' W. 25.00
feet; thence parallel with th~ easterly line of said parcel of land conveyed to Noah F. Bed ai,
at uX, N. 0°08' W. 58.01 feet; thence parallel with the northerly line of said parcel of land
conveyed to Noah F. Bedal et ux, S. 89°52' W. 133.52 feet to the westerly line of said
parcel of land conveyed to Noah F. Bedal, et ux, thence along the westerly lines of said
parcal of land conveyed to Noah F, Badal, et UX, S. 0°08' E, 129.50 feet, more of less to
a stake at an angle in said westerly lines; thence continuing along said westerly lines of
said parcel of land conveyed to Noah F. Bedal, et ux S. 48°38' E. 46.82 feet to a stake and
$.0°08' E. 50.27 feet to the southwesterly corner of saìd parcel of land conveyed to Noah
F. BedaL at ux; thence along the southerly line of said parcel of land conveyed to Noah F.
Bedal et ux S. 89°47' E. 127.50 feet to the point of beginning and being a portion of Lots
12 and 13 as shown on the Map of the Sunnyoaks Tract, which map is on file in the Office
of the Recorder of the County of Santa Clara, State of California, in Book "H" of maps at
page 149.
Parcel Two:
As appurtenant to the above described parcel of land, a non-exclusive right of way for road
purposes, over and along a strip of land described as follows:
Beginning at a point on the northwesterly line of the Santa Clara-Los Gatos Road, formerly
San Tomas AQuino Road, distant thereon S. 31 °45/ 20" W. 861.02feet from the point of
intersection thereof with the center line of Sunnyoaks Avenue, said point of beginning also
being the southeasterly corner of that certain parcel of land conveyed by Mark E. Purmort
to Leo F. Ryan, et ux by deed dated March 29, 1948 and recorded March 29, 1948 in Book
1586 of Official Records, at page 586, Santa Clara County Records; thence leaving the
Santa Clara-LOs Gatos Road and running along the southerly line of said parcel of land
conveyed to Leo F. Ryan et ux, and along the southerly line of that certain parcel of land
conveyed by Mark E. Purmont, at ux to N, F. Bedal. et ux by deed dated July 10, 1945 and
recorded April 20, 1946in Book 1 3400f Official Records, at page 524, Santa Clara County
Records, and along the westerly prolongation of the southerly line of said parcel of land
conveyed to N. F. Bedal. at ux, S. 89°52'W. 407.28 feet to a point distant S. 89°52' W.
25 feet from the southwesterly corner of said parcel of land conveyed to N. F. Bedal. et ux
thence at right angles N. Qo08'W. 198.01 feet, thence N. 89°52' E. 50.00 feet; thence
S. 0° 08' E. 148.01 feet; thence N. 89°52' E. 387.37feet to a point on the northwesterly
line of said Santa Clara-Los Gatos Road; thence along the northwesterly line of said Road
S. 31 ° 45' 20" W. 58.89 feet to the point of beginning and being a portion of lot 13, as
shown on the Map of Sunnyoaks Tract. which map is on file in the Office of the Recorder
of the CountY of Santa Clara, State of California in Book "H" of maps at page 149.
Parcel Three:
: '7 '1
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FIDELITY NATIONAL TITLE COMPANY
2150 N. FIRST STREET #310
SAN JOSE, CA 95131
Phone: ( 4 0 8 ) 3 24 - 4 9 0 0
Fax: (408) 432-7572
MEMORANDUM
**************************************************
FROM:
CITY OF CAMPBELL
70 N. FIRST ST.
CAMPBELL, CA
ATTN: CHUCK GOMEZ
SHERRI KELLER
Subdivision Officer
qJ:l q7
TO:
RE:
PARCEL MAP FOR BEDAL LANE
**************************************************
SUBDIVISION GUARANTEE AND TAX CONTROLLERS LETTER FOR THE
ARCEL MAP PER THE INSTRUCTIONS OF THE OWNER, SHIN PARK
TOO~
'~d3a ~NlaHOJ3~
6L£LZCÞ XVd ÞÞ:ÞT 3n~ L6/Z0/60
County Governll1enl Center, Eöst \Ving
70 West Hedding Street
san Jose, California 95 I 10
(408) 299-3671 FAX 287-2441
, County of Santa Claro.
Tax Collector
Tax Roll Control Division
Statement of Subdivision Security
To Be Posted with the Clerk of the Board of Supen'ison
Prior to Map Recordation
Fidelity National Title Co,
August 25, 1997
Sheni. S. Keller
According to our records dated 08-16-97, there are no unpaid County, Municipal or local taxes,
or special assessments collectible by this County, or taxes or assessments against the land within
the subdivision or parcel designated as :
406-10-003
or against any part thereof as shown by the assessment rolls on file in the Office of the Tax
Collector, except taxes and special assessments collected as taxes, which are not yet payable.
For the Tax Year 1997/98, the security required to be posted with the Clerk of the Board of
Supervisors prior to recordation of this parcel or tract map is as follows:
Type of Security
Regular Tax Supplemental Tax Total Security
$3,350.00 $0.00 $3,350.00
53,630.00 50.00 53,630.00
Cashier's Check
Passbook
Certificate of Deposit
Letter of Credit
Surety Bond
$3,910.00
$0.00
$3,910.00
The amount of security for taxes specified above will remain in effect through October 31.1997.
If the parcel or tract map designated above is not recorded in the Recorder's Office on or prior to
this date, a new certificate of tax clearance must be obtained,
This letter does not include any assessments for any assessment district; liens or otherwise, not
shown by the assessment rolls or other official records of this office.
¡.ptma L Rock
. fax Collector
By:
?/Å4J
MILDRED ADRIANO
Deputy Tax Collector
~
0.005
zoo IPl
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6LSLZ£Þ XV~ SÞ:Þl 3n.L L61Z0/60
Order No. 636902
Fee:
Subdivision:
$100.00
Bedal Lane Parcel Map
SUBDIVISION GUARANTEE
Fidelity National Title Insurance Company
a corporation
GUARANTEES
The County of Santa Clara, and any City within which said subdivision is located in a sum not
exceeding $1,000.00
That, according to those public records which, under the recording laws, impart constructive
notice of matters affecting the title to the land included within the exterior boundary shown on
the map of the above referenced subdivision, the only parties having any record title interest
in said land whose signatures are necessary, under the requirements of the Subdivision Map
Act, on the certificates consenting to the recordation of said map and offering for dedication
any streets, roads, avenues and other easements offered for dedication by said map are:
Shin Y. Park and Sonia H. Park, husband and wife, as owners
The map hereinbefore referred to is a subdivision of:
See Exhibit "One" attached hereto and made a part hereof.
Dated: August 29, 1997
Authorized Signature
[Guarantee No. ]
Subdivision Guarantee
CL TA Guarantee Form No. 14
Revised 4/10/75
f:OO~
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6L£LZf:t XVd £-t: VI 3111. L61Z0/60
Order No. 636902
EXHIBIT "ONE"
Parcel One:
Beginning at a point on the easterly line of that certain parcel of land conveyed by Mark E. Purmort,
et UX, to Lloyd O. Gravatt by Deed dated October 6, 1943 and recorded October 20, 1943 in Book
1161 of Official Records, at page 325, distant theron N. 0 ° 08' W. 200.07 feet from the southeasterly
corner thereof in the northerly line of Hacienda Avenue, formerly San tomas Aquino Road, said point
of beginning also being the southeasterly corner of that certain parcel of land conveyed by Harry
Waters, at ux to Noah F Bedal, et ux, by deed dated April 23, 1956 and recorded June 14, 1956 in
Book 3523 of Official Records, at page 232; thence along the easterly line of said parcel of land
conveyed to Noah F. Bedal, et ux, N. 0° 08' W. 157.54 feet to a point distant along said easterly line
S. 0°08' E. 198.01 feet from the northeasterly corner of said parcel of land conveyed to Noah F. Bedal,
et ux, thence leaving said easterly line and running parallel with the northerly line of said parcel of land
conveyed to Noah F. Bedal, et ux, S. 89°52' W. 25.00 feet; thence parallel with the easterly line of
said parcel of land conveyed to Noah F. Bedal, et ux, N. 0008' W. 58.01 feet; thence parallel with the
northerly line of said parcel of land conveyed to Noah F. Bedal et ux, S. 89°52' W. 133.52 feet to the
westerly line of said parcel of land conveyed to Noah F. Bedal, et ux, thence along the westerly lines
of said parcel of land conveyed to Noah F. Bedal, et ux, S. 0°08' E. 129.50 feet, more of less to a
stake at an angle in said westerly lines; thence continuing along said westerly lines of said parcel of
land conveyed to Noah F. Bedal, et ux S. 48038' E. 46.82 feet to a stake and S. 0°08' E. 50.27 feet
to the southwesterly corner of said parcel of land conveyed to Noah F. Bedal, et ux; thence along the
southerly line of said parcel of land conveyed to Noah F. Bedal et ux S. 89°47' E. 127.50 feet to the
point of beginning and being a portion of Lots 12 and 13 as shown on the Map of the Sunnyoaks Tract,
which map is on file in the Office of the Recorder of the County of Santa Clara, State of California, in
Book" H" of maps at page 149.
Parcel Two:
As appurtenant to the above described parcel of land, a non-exclusive right of way for road purposes,
over and along a strip of land described as follows:
Beginning at a point on the northwesterly line of the Santa Clara-Los Gatos Road, formerly San Tomas
Aquino Road, distant thereon S. 31 °45' 20" W. 861.02 feet from the point of intersection thereof with
the center line of Sunnyoaks Avenue, said point of beginning also being the southeasterly corner of that
certain parcel of land conveyed by Mark E. Purmort to Leo F. Ryan, et ux by deed dated March 29,
1948 and recorded March 29, 1948 in Book 1586 of Official Records, at page 586, Santa Clara County
Records; thence leaving the Santa Clara-Los Gatos Road and running along the southerly line of said
parcel of land conveyed to Leo F. Ryan et ux, and along the southerly line of that certain parcel of land
conveyed by Mark E. Purmont, et ux to N. F. Bedal, et ux by deed dated July 10, 1945 and recorded
April 20, 1946 in Book 1340 of Official Records, at page 524, Santa Clara County Records, and along
the westerly prolongation of the southerly line of said parcel of land conveyed to N. F. Bedal, et ux, S.
89°52'W. 407.28 feet to a point distant S. 89°52' W. 25 feet from the southwesterly corner of said
parcel of land conveyed to N. F. Bedal, et ux thence at right angles N. 0008'W. 198.01 feet; thence
N. 89°52' E. 50.00 feet; thence S. 0° 08' E. 148.01 feet; thence N. 89°52' E. 387.37 feet to a point
on the northwesterly line of said Santa Clara-Los Gatos Road; thence along the northwesterly line of
Subdivision Guarantee
CLTA Guarantee Form No. 14
Revised 4/10/75
voo~
'.Ld3G ~NlmIOJ3~
6LSL6CV XVd 9v:vT 3il.L
L6IC:O/60
Order No. 636902
said Road S. 310 45' 20" W. 58.89 feet to the point of beginning and being a portion of Lot 13, as
shown on the Map of Sunnyoaks Tract, which map is on file in the Office of the Recorder of the County
of Santa Clara, State of California in Book" H" of maps at page 149.
Parcel Three:
A non-exclusive right of way for ingress and egress and utility purposes in general under, over and
along a strip of land 10.00 feet in width, the easterly line of which is described as follows:
Beginning a stake in the northerly line of Hacienda Avenue, formerly San Tomas Aquino road, at the
southeasterly corner of that certain parcel of land conveyed by Mark E. Purmort, et ux, to Lloyd o.
Gravatt, by deed dated October 6, 1943 and recorded October 20, 1943 in Book 1161 of Official
Records, at page 325, Santa Clara County Records; thence along the easterly line of said parcel of land
conveyed to Lloyd O. Gravatt, N. 00 08' W. 200.07 feet to the southeasterly corner of the parcel of
land described as Parcel One above, being a portion of lot 13, as shown on the Map of Sunnyoaks
Tract, which map is on file in Book "W of maps, at page 149, Santa Clara County Records.
Subdivision Guarantee
CLTA Guarantee Form No. 14
Revised 4/10175
soo~
"J.d3G ~NIGMOJ3M
6LSLZ£v XVd 9v:vT 3ßJ. L6/Z0/60
CITY OF CAMPBELL
PUBLIC WORKS DEPARTMENT
ENGINEER'S ESTIMATE
Address: 360 BEDAL LANE. SHIN PARK
ENCROACHMENT PERMIT NO, 97-171
Date:
Application No,
8/15/97
PM 96-02
ITEM UNIT PRICES FOR PROJECT AMOUNT
NO, DESCRIPTION UNIT QTY <$30K $30 K to $150 K > $150 K $ AMOUNT
I. SURFACE CONSfRUCTION
MOBILIZATION 1 LS $ 750.00 $ 750.00
CONSTRUCTION TRAFFIC
CONTR 0 LCO NTR 0 LIPHASIN G 1 LS $ 750,00 $ 750,00
CONSTRUCTION STAKING I LS $ 500,00 $ 500,00
CONSTRUCTION TESTING 1 LS $ 750,00 $ 750.00
II. DEMOLITION/CLEARING
I. CLEARING & GRUBBING 1 LS $ 720,00 $ 720,00
2, SAWCUT P,C,CJA,C,(UP TO 6") 14 LF $4,50 $3.00 $2.00 $ 63,00
3. P.C.C. REMOVAL 45 SY $30.00 $23,00 $10,00 $ 1.350.00
4. CURB AND GUTIER REMOVAL 80 LF $6,00 $3,00 $2,00 $ 480.00
5, MEDIAN REMOVAL SF $4.50 $2.25 $1.25
6, DEMOLISH EXISTING INLET/PLUG RCP'S EA $300,00
7 AC REMOVAL 480 SY $23,00
III. STORM DRAINAGE
1. 12" R,c.P, (CLASS V) LF $60,00 $40 ,00 $20,00
2, 15" R,c.P, (CLASS III) LF $65,00 $48,00 $38,00
3. 18" R.C,P, (CLASS III) LF $70,00 $60,00 $52,00
4. 24" R,C.P, (CLASS III) LF $80,00 $68,00 $59.00
5, 30" R.C.P. (CLASS III) LF $90,00 $75.00 $65.00
6. T,V, INSPECTION (12") LF $1.20 $0.75 $0.60
7, STD, DRAINAGE INLET EA $1.600.00 $1,300,00 $1.000.00
(C.C, DETAIL 5)
8. FLAT GRATE INLET EA $1,400.00 $1,100,00 $900.00
(C,C, DETAIL 6)
9, STANDARD MANHOLE EA $2,000,00 $1.600,00 $1,300,00
(C,S,], DETAIL 0-11)
(INCLUDES FRAME & LID)
10. BREAK AND ENTER M,HJD,I. EA $700.00 $550,00 $450,00
Page 1
ITEM UNIT PRICES FOR PROJECT AMOUNT
NO, DESCRIPTION UNIT QTY <$30K $30 K to $150 K > $150 K $ AMOUNT
IV. CONCRETE IMPROVEMENTS
1. SIDEWALK 531 SF $6.50 $4,50 $2.75 $3,451.50
2. DRIVEWAY APPROACH 677 SF $7.50 $5.50 $3.75 $ 5,077.50
3, CURB AND GUITER 220 LF $22,00 $18,00 $15,00 $ 4,840,00
4. VALLEY GUITER SF $12.50 $10,00 $8,25
5. CURB RAMPS EA $1.200,00 $800.00 $700.00
6. TYPE B-1 CURB LF $12,00 $9,50 $7.50
7. TYPE AI-B3 CURB LF $15,00 $12,00 $10.00
8, COBBLESTONE MEDIAN SURFACE SF $12,00 $8,00 $5.00
9, P,C,C, DRIVEWAY CONFORM SF $7,00 $5.50 $4.50
10. A.C, DRIVEWAY CONFORM SF $4.50 $3.75 $3,00
V. PAVEMENT
I. ASPHALT DIGOUT AND REPLACE CF $2,00 $3,50 $2.50
(IO"XI2"XI15' PCC SLURRY)
2, PAVEMENT WEDGE CUT (6') LF $5,00 $2.50 $1.50
3. PAVEMENT GRINDING 1008 SF $0,80 $0.50 $0.35 $ 806.40
4, PAVEMENT FABRIC (PETRO-MAT) SY $2,00 $1.85 $1.50
5. ASPHALT CONCRETE (TYPE A) 117 T $80,00 $50,00 $35.00 $ 9,360,00
6, AGGREGATE BASE (CLASS 2) 105 T $40,00 $20.00 $12.00 $ 4,200,00
7, SLURRY SEAL (TYPE II) SF $0.07 $0.06 $0.05
8, SLURRY SEAL (TYPE III) SF $0.11 $0,09 $0.07
VI. TRAFFIC SIGNALSILIGHTS
L DETECTOR LOOP (6' ROUND) EA $450,00 $300.00 $250.00
2, DETECTOR LOOP (6' x 30') EA $650,00 $540.00 $44Q,OO
3. DETECTOR LOOP (6' x 50') EA $900,00 $750.00 $640,00
4. ELECTROLIER 1 EA $2,600,00 $2.200.00 $1,800,00 $ 2.600.00
5, I 1/2" RIGID CONDUIT 110 LF $9,00 $7,00 $5,00 $ 990,00
6. 2" RIGID TRAFFIC SIGNAL CONDUIT LF $17,00 $13,00 $10,00
7 CONDUCTOR 350 LF $0.70 $0.55 $0.45 $245,00
Page 2
ITEM UNIT PRICES FOR PROJECT AMOUNT
NO, DESCRIPTION UNIT QTY <$30K $30 K to $150 K > $150 K $ AMOUNT
8 PULL BOX (NO, 3 1/2) 2 EA $300,00 $240.00 $185,00 $600,00
9 TRAFFIC SIGNAL PULL BOX (NO, 5) EA $400 ,00 $350,00 $300,00
10 PULL ROPE LF $0,55
VII. STRIPING AND SIGNS
I. REMOVE PVMT. MARKINGS (PAINl) SF $2,50 $1.50 $1.00
2. REMOVE PVMT, MARKINGS (THERMO) SF $3,00 $2,00 $1.40
3, REMOVE PVMT STRIPING LF $1.40 $0,80 $0,40
4, STRIPING DETAIL 9 LF $1.35 $0,85 $0,35
5, STRIPING DETAIL 29 LF $2,25 $1.65 $ 1.20
6. STRIPING DETAIL 32 LF $2,40 $1.75 $ 1.25
7, STRIPING DETAIL 37 (THERMO) LF $1.85 $1.50 $1.00
8, STRIPING DETAIL 38 (THERMO) LF $2.50 $1.85 $1.15
9, STRIPING DETAIL 39 LF $1.50 $0.85 $0.45
10, STRIPING DETAIL 40 LF $2.20 $1.70 $1.00
II. LIMIT LINE LF $1.35 $1.05 $0,90
12, CROSSWALK LF $1.35 $1.05 $0,90
13, PAVEMENT MARKINGS (PAINl) SF $2.50 $1.90 $1.60
14. PAVEMENT MARKINGS (THERMO) SF $5.50 $3.80 $2,60
15, PAVEMENT MARKER (NON-REFL) EA $4.50 $3,00 $2,20
16. PAVEMENT MARKER (REFLECTIVE) EA $6,00 $4.15 $3.15
17, TYPE K MARKER EA $95,00 $80.00 $70.00
18, TYPE N MARKER EA $95,00 $80,00 $70.00
19. SALVAGE ROAD SIGN EA $85,00 $75,00 $65,00
20, RELOCATE ROAD SIGN (W81 ON NEW POSl) EA $100,00 $145,00
21. INST, RD, SIGN ON EXIST, POLE EA $200,00 $145,00 $110,00
22. ROAD SIGN WITH POST 2 EA $300,00 $240,00 $195,00 $600.00
23 INSTALL 1226S SIGN WITH POST EA $240,00
24 STANDARD BARRICADE LF $15,00
Page 3
ITEM UNIT PRICES FOR PROJECT AMOUNT
NO, DESCRIPTION UNIT QTY <$30K $30 K to $150 K > $150 K $ AMOUNT
VIII. LANDSCAPING
1. IRRIGATION. PLANTING WORK LS
2 PRUNE TREE ROOTS EA $125.00 $100.00 $85.00
3 TREE REMOVAL EA $650.00 $500,00 $400 ,00
4, ROOT BARRIER (12") LF $20,00 $10,00 $6,00
5. ROOT BARRIER (18") LF $25,00 $15,00 $10,00
6, STREET TREE (15 GAL) EA $450.00 $325.00 $250.00
7, STREET TREE (36" BOX) EA $700.00 $550,00 $400 . 00
8. TOP SOIL BACKFILL CY $15,00
9 IRRIGATION LS $675,00
IX. MISCELLANEOUS
1. PEDESTRIAN BARRIER LF $75.00 $60.00 $50,00
2. CHAIN LINK FENCE (6') LF $15,00 $11.50 $9,25
3. RAISE MISC. BOX TO GRADE EA $300,00 $200.00 $175,00
4, RAISE MANHOLE TO GRADE 1 EA $400 ,00 $275,00 $200,00 $400.00
5, INSTALL MONUMENT BOX 3 EA $450,00 $350.00 $300,00 $1.350,00
6, MEDIAN BACKFILL CY $19,00 $17,00 $15,50
SUBTOTAL $39.883,40
PREPARED BY: CRUZ S, GOMEZ C. -=--~ ~\o;s-4.1
10% SECURITY ENFORCEMENT FEE $ 3,988,34
REVIEWED BY: I. HAROLD HOUSLEY
TOTAL ESTIMATE FOR FAITHFUL $43.871.74
APPROVED BY: MICHELLE QUINNEY PERFORMANCE SECURITY $43,900.00
.See Section 66499.4 of the Map Act.
H:\360BEDAL(MP)EXC.
Page 4
8ê Fidelity National Title Company
340 University Ave. 8 Los Gatos, CA 95030
(408) 354-6071 8 FAX (4081 395-5878
'r. 1
,~ ~ \r\~
J
PRELIMINARY REPORT
ESCROW OFFICER: Teresa Ditmars
TITLE OFFICER: Sherri
ORDER NO.: 1807743
TO:
Shin Park
15855 Rose Avenue
Los Gatos, CA 95032
SHORT TERM RATE: yes
PROPERTY ADDRESS:
360 Bedal Lane, Campbell, California
EFFECTIVE DATE:'-'~J~~ M~&~'
The form of Policy or Policies of title insurance contemplated by this report is:
American Land Title Association Construction Loan Policy (10-17-92) with A.loT.A. Form,
1 Coverage
1.
THE ESTATE OR INTEREST IN THE LAND HEREINAFTER DESCRIBED OR REFERRED
TO COVERED BY THIS REPORT IS:
A FEE as to Parcel(s) One;
AN EASEMENT more fully described below as to Parcells) Two and Three
TITLE TO SAID ESTATE OR INTEREST AT THE DATE HEREOF IS VESTED IN: ?
2.
~
The Isabella Stroppa Family Partnership, a limited partnership
3.
THE LAND REFERRED TO IN THIS REPORT IS SITUATED CAMPBELL, IN THE
COUNTY OF SANTA CLARA, STATE OF CALIFORNIA, AND IS DESCRIBED AS
FOLLOWS:
SEE EXHIBIT "ONE" ATTACHED HERETO AND MADE A PART HEREOF
SK\sk OS/29/97
1
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Order No. 1807743
EXHIBIT "ONE"
Parcel One:
Beginning at a point on theCéas~IY-lir'~f that certain parcel of land conve bnMark E.
Purmort, et ux, to Lloyd O. Gravattoy-Oeed dated October 6, 1943 and ecorded Octöbe
20, 1943 in Book 1161 of Official Records, at page 325, distant theron N; 0° 0 -.
200.07 feet from the otfieàStertY<corn~r t ereo in the northerly line of Hacienda Avenue,
for~erly San toma~ Aquino Road, sal ¡Jlom 0 egmnl~ also being th8...§()~theàsterty
corneröf that certain parcel of land conv~Y~_(L~yHa':!_'LW_aters, et ux to Noah F'Bedal, et
ux, by deed dated April 23, 1956 and ~corde.9 JüñI3J4,- !~.?§Jn Book 3523 of Official
Records, at page 232; thence along thEk_~ãsterly IinØ of said parèel of land conveyed to
Noah F. Bed~~~t ux, N. 00 08' W. 157.54 feetfÕâ point distant along said easterly line
S. 0008' E.--.L9ftO1 feet from th.e..llilûheasterly corner of said parcel òf land conveyed to
Noah F. Beqal, et ux,~ce leav!n~ said easterly line and running parallel with the n
northerly line'of said parcel of land conveyed to Noah F. Bedal, et ux, S. 89°52' W. 25.00 /'
féet; thence parallel with the ~êt~!ty_!tDe of sai~I~~el of land conveyed to Noah F. Bedal,
et ux, N. 0008' W. 58.01 feet; ~hence parallel' me northerly line of sài~tparcel of land /"
conveyed to Noah F. Bedal et ux, S. 89052' W. 133.52 feet to the we.stërTy tine::,of said'/
parcel of land conveyed to Noah F. Bedal, et ux, thence along the westerl lines of said
parcel_of land conveyed to Noah F. Bedal, et ux, S. 0°08' E. 129.50 fe , ore of leS-S)to
t;I-g(á~~ at an angle in said westerly lines; thence continuing along said westerly mes of
saÎcfparcel of land conveyed to Noah F. Bedal, et ux S. 48038' E. 46.82 feet to a~nd
S. 0008' E., 50.27 feet to the southwesterly corner of said parcel of land conveye~oah
F. Bedal, et ux; thence along the southerly line of said parcel of land conveyed to Noah F.
Bedal et ux S. 89047' E. 127.50feet to the point of beginning and being a portion of Lots
12 and 13 as shown on the Map of the Sunnyoaks Tract, which map is on file in the Office -
of the Recorder of the County of Santa Clara, State of California, in Book "H" of maps at
page 149.
..P9
Parcel Two: Piff' ~
As<jppurte~añÜo the above described parcel of land, aíf~f way for road
purpðses, ovêr' and along a strip of land described as f~~---~
Beginning at a point on the.:DQrtnwester!y::Jine of the Santa Clara-Los Gatos Road, formerly
San Tomas Aquino Road, distantThereon S. 3,1045' 20" W. 861.02 feet from the point of
, intersection thereof with theçerffèr lin.e::uf Sunnyoaks Avenue, said point of beginning also
being the southeasterly cornèr0nn8t certain parcel of land conveyed by Mark E. Purmort
to).eQ,., F. Ryan, et ux by deed datedl'v1ß.r..ch 29, 1948 and r.ecorded March 29, 1.9. 48 in B.ook
/1Õ86 of Official Records, at page 5~_6) Santa Clara Co\,Jnt~cords; tÐenc~ the
Co~S-añta Clara-Los Gatos Road and-,:ùnning along the($outhe.rl.\vtlne ofsaidparceT of land
conveyed to Leo F. Ryan et ux, and along the'southerîYTíñ8 of that certaín parcel of land
conveyed by Mark E. Purmònt, e!~u.x..t° N.r. Bedal, et ux by deedjtaœd July 10, 1945 and
recorded April 20, 1946 in Book 134P--bf Official Records, at pag~ 5~4,'ìSanta Clara County
Records, and along the westerTyprolongation of the southerly lin-ê of said parcel of land
conveyed to N. F. Bedal, et x, S. 89°52'W. 407.28feet to a point distant S. 89,052' W.
2s feetfrom th southwesterly orner of said parcel of land conveyed to N. F. Bedal, et ux
thence at right angles 'W. ,198.01 feet; thence N. 89°52' E. 50.00 feet; thence
S. 00 08' E. 148.01 feet; thence N. 89 ° 52' E. 387.37 feet to a point on the northwesterly
line of said Santa Clara-Los Gatos Road; thence along the northwesterly line of said Road
S. 31 ° 45' 20" W. 58.89 feet to th.~òTl)eg¡ññÎl)g and being a portion of Lot 13, as
shown on the Map of Sunnyoaks Tract, which map ìs on file in the Office of the Recorder
of the County of Santa Clara, State of California in Book "H" of maps at page 149.
Parcel Three:
2
Order No. 1807743
A non-exclusive right of way for ingress and egress and utility purposes in general under,
over and along a strip of land 10.00 feet in width, the easterly line of which is described
as follows:
Beginning a stake in the northerly line of Hacienda Avenue, formerly San Tomas Aquino
road, at the southeasterly corner of that certain parcel of land conveyed by Mark E.
Purmort, et ux, to Lloyd o. Gravatt. by deed dated October 6, 1943 and recorded October
20, 1943 in Book 1161 of Official Records, at page 325, Santa Clara County Records;
thence along the easterly line of said parcel of land conveyed to Lloyd O. Gravatt, N. 0°
08' W. 200.07 feet to the southeasterly corner of the parcel of land described as Parcel
One above, being a portion of Lot 13, as shown on the Map of Sunnyoaks Tract, which
map is on file in Book "H" of maps, at page 149, Santa Clara County Records.
Assessor's Parcel No: 406-10-003
3
Order No. 1807743
AT THE DATE HEREOF, ITEMS TO BE CONSIDERED AND EXCEPTIONS TO COVERAGE IN
ADDITION TO THE PRINTED EXCEPTIONS AND EXCLUSIONS IN SAID POLICY FORM
WOULD BE AS FOLLOWS:
1.
Property taxes, which are a lien not yet due and payable, including any assessments
collected with taxes to be levied for the fiscal year 1997-1998.
2.
Supplemental assessment for 1996-1997
APN:
First Installment:
Must be paid by:
2nd Installment:
Must be paid by:
Bill No.:
406-10-003
$0.00 none
None Shown
$892.60 delinquent
April 11, 1997
406-10-003-p6
The lien of supplemental taxes, if any, assessed pursuant to the provisions of Chapter
3.5 (Commencing with Section 75) of the Revenue and Taxation code of the State of
California.
¡;;j) f j t7(sementIS) for the purposels) shown below and rights incidental thereto as granted
V in a document.
3.
Orchard Irrigating Company
constructing and maintaining a ditch or other suitable water way
to carry and conduct water for purpose of irrigation
Recorded: October 5, 1904, Book 283, Page 125, of Official Records
Affects: westerly portion of said land
itJ7
~ P Easementls) for the purpose(s) shown below and rights incidental thereto as reserved
V in a document.
Granted to:
Purpose:
Reserved by:
Purpose:
Recorded:
Affects:
Mark E. Purmont
Irrigation ditch
October 20, 1943, Book 1161, Page 325, of Official Records
Exact location is not disclosed of record
Reference is hereby made to the documdnt for full particulars
6.
A Deed:
The Isabella Stroppa Family Partnership, a limited partnership, by
Isabella Stroppa, a general partner, deceased by Arnold Stroppa,
Victor M. Stroppa and Fred Stroppa, Co-Executors of the Estate
of Isabella Stroppa
The Estate of Isabella Stroppa
February 16, 1996
February 22, 1996, Instrument/File No. 13201671, Book P212,
Page 1731, of Official Records
~ ={' For insurance purposes, the Company is not willing to divest the interest of The Isabella
.~" - Stroppa Family Partnership, a limited partnership. An inquiry of the parties shall be
, required.
From:
To:
Dated:
Recorded:
4
7.
8.
Note 1.
Note 2.
Note 3.
Note 4.
Order No. 1807743
The effect of:
Grant Deed
From: Arnold Stroppa, Fred Stroppa and Victor Stroppa, Co-Executors of the Estate
of Isabella Stroppa deceased, Santa Clara Probate Case No. PR135768
To: Shin Y. Park and Sonia H. Park, husband and wife as joint tenants
Recorded: July 19, 1996
Recorders Document No.: 13372385
fT. his Company will not rely on the above Grant Deed. We will require a copy of the
\.!artnershiP agreement from The Isabella Stroppa Family Partnership to review.
(The requirement of this Company that an Inspection be completed prior to the Close
l of Escrow.
END OF ITEMS
For proration purposes, the property taxes for the fiscal year shown below are as
follows:
APN:
Fiscal year
Code Area:
1 st Installment:
2nd Installment:
land:
Improvements:
Exemption:
Personal Property:
406-1 0-003
1996-1997
1 0 043
$1,627.84 paid
$1,627.84 paid
$269,963.00
$12,133.00
$
$
Supplemental assessment for 1996-1997
APN:
First Installment:
Must be paid by:
2nd Installment:
Must be paid by:
406-10-003
$644.12 paid
March 31, 1996
$644.12 paid
July 31,1996
"Section 12413.1, California Insurance Code became effective January 1, 1990. This
legislation deals with the disbursement of funds deposited with any title entity acting
in an escrow or subescrow capacity. The law requires that all funds be deposited and
collected by the title entity's escrow and/or subescrow account prior to disbursement
of any funds. Some methods of funding may subject funds to a holding period which
must expire before any funds may be disbursed. In order to avoid any such delays, all
fundings should be done through wire transfer, certified check or checks drawn on
California financial institutions.
The charge where an order is cancelled after the issuance of the report of title, will be
that amount which in the opinion of the Company is proper compensation for the
services rendered or the purpose for which the report is used, but in no event shall said
charge be less than the minimum amount required under Section 12404.1 of the
Insurance Code of the State of California. If the report cannot be cancelled "no fee"
pursuant to the provisions of said Insurance Code, then the minimum cancellation fee
shall be $360.00.
5
Note 5.
Order No. 1807743
California Revenue and Taxation Code 18668, effective January 1, 1991, requires that
the buyer in all sales of California Real Estate, wherein the Seller shows an out of State
Address, withhold 3-1/3% of the total sales price as California State Income Tax,
subject to the various provisions of the law as therein contained.
6
EXHIBIT A
AMERICAN LAND TITLE ASSOCIATION
RESIDENTIAL TITLE INSURANCE POLICY (6-1-87) EXCLUSIONS
In addition to the Exclusiono, you .e not insured against 1088, eo&ts, attorney's f..., and the .xpenses
r_ng from:
1, Any rights, int..._., or claims of porti.. in po-aion of the land not shown by the public records,
. land use
. improvements on the land
. land division
8 environmental protection
This exclusion does not apply to violations or the enforcem.nt of thooo matt...s which appe. in the
public records at policy date.
Thi. exclusion does not limit the zoning cov...age doocribod in Items 12 and 13 of Cov...ed TIde Risks.
2, The right to talte the land by condemning it, Unl08S:
8 a notice of ex...ciaing the right appe.s in the public recorda on the Policy Date
8 the taking happened prior to the Policy Date and ia binding on you if you bought the land without
knowledge of the taking
3, Title Risks:
8that .e created, allowed, or agreed to by you
8that .e known to you, but not to us, on the Policy Date-un!... they appe.ed in the public recorda
8that rooult in no loss to you
8that roat affect your tide aft... the Policy Date. this does not limit the labor and mat...ial lien coverage
in Item 8 of Covered Title Risks
4, Failure to pay value for your title,
5, lack of a right:
8 to any land outside the .ea specifically doocribod and ref...red to in Item 3 of Schedule A
or
8 in stroots, alleys, or wat...wsys that touch your land,
Thia exclusion does not limit the ace... cov...age in Item 5 of Covered Tide Risks,
SCHEDULE B
EXCEPTIONS
In addition to the Exclusiono, you .e not insured against loss, costs, attorneys' foes, and the expenses
r_ng from:
1, Any rights. int..._s, or claims of porti.. in poss...on of the land not shown by the public records.
2. Any e8Ooments or liens not shown by the public records, This does not limit the lien coverage in Item
8 of Cov...ed TItle Risks,
3,Any facts about the land which a correct survey would disclose and which .e not shown by the public
records, This does not limit the forced removal cov...age in item 12 of Cov...ed TIda Riska,
4,Any wat... rights or claims or title to wat... in or und... the land, whettl... or not shown by the public
records,
CALIFORNIA LAND TITLE ASSOCIATION STANDARD COVERAGE POLICY - 1990
EXCLUSIONS FROM COVERAGE
The following matt...s ...e exprosaly excluded from the cov...age of this policy and the Company will not
pay 1088 or damage. CO&ts, attorney's f... or expens.. which ...ise by reason of:
1, (s) Any law, ordinance or governmental regulation (including but not limited to building and zoning laws,
ordinancoo. or regulationol restricting, prohibiting or ,elating to (i) the occupancy, use, or enjoyment of
the land; (al the ch...oct..., dimensions or location of any improvement now or tl...ealt... erected on the
land: Wi) a sep.ation in ownership or a change in the dimensions or .ea of the land or any p...cei of
which the land ia or wao a port; a (ivl environmental protection, or the effect at any violation of thoee
laws, enforcemon1 ttl...eof or a notice of a delect, Uen or encumbrance rooulting from a violation or
alleged violltion affecting the land h.. boon recorded in the public records at Date of Policy.
(b) Any gov...nmental police power not excluded by (al above, except to the eXlent that a notice of the
exercise thereof or a notice of a defect, lien or encumbrance rooulting from a violation a alleged
viclltion affecting the land h.. boon recorded in the public recads at Date of Policy,
2, Righta of eminent domain unl... notice of the ex...cise ttl...eof hao boon recorded in the public records
at Date of Policy, but not .xcluding from coverage any taking, which h.. occurred prior to Date of
Policy which would be binding on the rights of a purch- for value without knowtedge,
3. Defects, liens, encumbranc... adv...se claims, or ottl... matt...a:
(a) created, suff...ed, aaaumed or agreed to by the insured claimant;
Ib) not known to the Company, not recorded in the public records at Date of Policy, but known to the
insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date
the insured claimant became an insured und... this policy;
(c) rasulting in no 10.. or damage to the insured claimant;
(dl attaching or created subsequent to Date of Policy, or
(el resulting in loss or damage which would not have boon sustained if the insured claimant had paid
value for the _ate or inter- insured by this policy,
4, Unenforceability of the lien of the insured mortgage because of the inability or failure of the insured at
Date of Policy, or the inability or failure of any subsequent owner of the indebtedness, to comply with
the applicable doing business laws of the state in which the land ia situated.
5, Invalidity or unenforceability of the lien of the insured mortgage, or claim thereof, which .i- out of
the tlansection .videnced by the insured mortgage and is baoed upon usury or any consum... credit
protection or truth in lending law,
6, Any claim, which ...i- out of the transection sooting in the insured the ootate or inter,,", insured by
this policy or the transaction creating the int...- of the insured lend..., by re..on of the operation of
fed...aI bankruptcy, state insolvency, or simil. creditors' rights lews,
SCHEDULE B
EXCEPTIONS FROM COVERAGE
This policy does not insure against loss or damage (and the Company will not pay costs, attorney's f... or expensesl which .ise by re..on of:
1, Tax.. or ......ments which .e not shown .. existing liens by the records of sny taxing authority that
levi.. tex.. or ......ments on real property or by the public records, Proceedings by a public agency
which may rooult in tax.. or "'8O8ments, or notic.. of such proceedings, whether or not shown by
the records of such agency or by the public records,
2, Any facts, rights, int..._s or claims which ...e not shown by the public records but which could be
oocortainod by sn inspection of the land or which may be asserted by persons in poss...on thereof,
PART 1
3, Easements, liene or encumbranc.., or claims thereof. which .e not shown by the public records,
4, Discrepanci.., conflicts in bound...y linos, shortage in ...ea, encroachments, or any other facts which
a correct survey would disclose, and which ...e not shown by the public records,
5. (sl Unpatented mining claims; (bl r_vations or exceptions in patents a in Acts authorizing the
issuance thereof: Icl wat... rights, claims or tide to wat..., whether or not the matt...s excepted und...
(ai, (bl, or Icl .... shown by the public records,
EXHIBIT A
(CONTINUED)
AMERICAN LAND TITLE ASSOCIATION LOAN POLICY (10-17-92)
WITH A.loT.A. ENDORSEMENT-FORM 1 COVERAGE AND
AMERICAN LAND TITLE ASSOCIATION LEASEHOLD LOAN POLICY (10-17-92)
WITH A.loT.A. ENDORSEMENT-FORM 1 COVERAGE
SCHEDULE OF EXCLUSIONS FROM COVERAGE
The following m8lters file expresslv exduded from the coverage of this policy snd the Compsnv wig not
pav loa or dsmage. costs. 8Itornev's fees or expenses which ...ise bV re..on of:
1, (sl Anv low. ordinance or governmentsl regulstion lincluding but not limited to building and zoning Isws,
ordinances. or ragulstionsl restricting, prohibiting or reisting to (i) the occupancy, use, or enjoyment of
the land; (ü) the ch... seter. dimensions or location of anv improvement now or hereafter erected on the
land; liii) s sep...stion in ownership or s change in the dimensions or flies of the land or onv p...eeI of
which the land is 0( W.. S psrt; or (iv) environmentsl protection, or the effect of snv violstion of these
lows. ordinances or governmentsl ragulstions, except to the extent thst s notice of the enforcement
thereof or s notice of a defect. lien or encumbrsnce r98Uiting from s violstion or sIIaged violstion
affecting the land h.. been recorded in the public r9COl'ds st Dste of Policy,
(b) Anv governmentsl police power not exduded bV (aJ sbove, except to the extent thst s notice of the
exercise thereof or s notice 01 s defect, lien or encumbrsnce r_lting from s -iolstion, or sIIaged
violotion affecting the Isnd h.. been r9COl'ded in the public r9COl'ds st Dste of Policy,
2, Rights of eminent domsin un- notice of the exerci.. thereof h.. been recorded in the public r9COl'ds
st Date 01 Policy, but not exduding from cov...age snv tsking which h.. occurred prior to Dste of Policy
which would be binding on the rights of a purch..... for vslue without knowledge,
3, Defects. liens, encumbranc..., adver.. dsims, or other m8lt...s:
laJ ",ested, suffered, assumed or agreed to bV the insured dsimant;
(b) not known to the ~ompsnv, not r9COl'ded in the public r9COl'ds st Dste of Policy, but known to
thainsured dsimsnt and not disdosed in writing to the Company bV the insured dsimsnt prior to the
date the insured daimant became an insured und... this policy;
(cl r_lting in no I""" or damage to the insured daimant;
(dl 8Itaching or ",ested subsequent to Dste of Policy, or
(el r98Uiting in 1088 or damage which would not have been sustained if the insured dsimant had paid
vslue for the estate or int...est insured bV this policy,
4. Unenforceabilitv of the lien of the insured mortgage because of the insbilitv or failure of the insured st
Dste of Policy, or the inability or failure of anv subsequent owner of the indebted"""", to comply WIth
applicable doing business laws of the stste in which the land Is situsted,
5, Invsliditv or unenforceabilitv o!the lien of the insured mortgage, or daim thereof, which fIIi- out of
the transsetion evidenced bV the insured mortgage. and ia bll89d upon usury or sny consum... ",edit
protection or truth in lending law,
6, Anv statutory lien for services, Isbar or mat...isls (or the daim of priority of snv ststutorv üen for
services, labor or msterisls oyer the lien of the insured mortgagel arising from sn improvement or work
reisted to the land which is contrseted for and commenced subsequent to Dste of Policy and is not
financed in whole or in psrt bV proceeds of the indebted"""" 88CUred bV the insured mortgage which
st Dste of Policy the insured h.. advsnced or is obligsted to advance,
7, Anv daim which arises out of the transection ",eoting the interest of the mortgagee il18Ufed bV this
policy, by rS880n of the operstion of federsl benkruptey. stste insolvency, or simüfII ",editors' rights
laws, that is bll89d on:
(i) the transaction ",esting the int...est of the insured mortgagee being deemed s fraudulent conveyance
or fraudulent trsnsf...; or
Iii) the subordinstion of the int...... of the insured mortgagee .. s r_1t of the application of the
doctrine of equitable subardinstion; or
Iiii) the transaction ",esting the int...est of the insured mortgagee baing deemed a preferentisl transf..
except where the preferentisl trsnsfer r_lts from the fsilure:
(al to timely record the instrument of transfer; or
Ibl of such recordstion to impsrt notice to a purch- for vslue or s judgement or lien ",editor.
AMERICAN LAND TITLE ASSOCIATION OWNER'S POLICY (10-17-92) AND
AMERICAN LAND TITLE ASSOCIATION LEASEHOLD OWNER'S POLICY (10-17-92)
SCHEDULE OF EXCLUSIONS FROM COVERAGE
The following m8lt...s file expresslv exduded from the coverage of this policy and the Compsnv wig not
pav 1088 or damage. costs. attorney's fees or expefl888 which ...ise bV re880n of:
1, laJ Anv low, ordinsnce or gov...nmentsl ragulstion lincluding but not limited to building snd zoning laws,
ordinances, or ragulstionsl restricting, prohibiting or reisting to (i) the occupancy, use, or enjoyment of
the land; lü) the chfllseter, dimensions or locstion of sny improvement now or hereaft... ...seted on the
land; (iii) s sePfllstion in ownership or a chsnge in the dimensions or ...ea of the land or anv pflleel of
which the land is or w.. a psrt; or livl environmentsl protection, or the effect of anv _iolstion of these
18W8, ordinances or governmentsl ragulstions, except to the extent thst a notice of the enforcement
thereof or a notice of a defect, lien or encumbrance r_lting from a yiolstion or allaged violstion
affecting the land h.. been r9COl'ded in the public records st Dste of Policy,
Ib) AnV governmentsl police power not sxduded by Isl above, except to the extent thst s notice of the
ex...ci.. thereof or s notice of a defect, lien or encumbrsnce r_lting from s violstion or sliaged
violstion sffecting the land h.. been recorded in the public r9COl'ds st Dste of Policy,
2, Rights of eminent domain unl- notice of the ex...cise thereof h.. been recorded in the public records
st Dste of Policy, but not exduding from cov...age sny tsking which h.. occurred prior to Dste of Policy
which would be binding on the rights of s purch..er for vslue without knowledge,
3, Defects, liens, encumbranc..., adverse daims, or other m8lt...s:
(aJ Cfested, suff...ed, assumed or agreed to by the insured daimsnt;
(b) not known to the Compsnv, not r9COl'ded in the public r9COl'ds st Dste of Policy, but known to the
insured dsimant and not disclosed in writing to the Compsnv bV the insured dsimsnt prior to the dste
the insured dsimsnt became sn insured under tNs policy;
Ic) r_lting in no loes or dsmage to the insured daimant;
Id) sttseNng or ",ested subsequent to Dste of Policy, or
(e! r98Ulting in 1088 or dsmage which would not have been sustsined if the insured dsimsnt h.. psid
_slue for the estste or insured by this policy,
4, Anv dsim which ...i888 out of the transaction vesting in the Insured the estate or int...eat insured by
this policy, by re880n of the op...stion of federsl bankruptcy, state insolvency, or similfll ",editors'
rights laws, that is bll89d on:
iii the transsetion ",eating the estste or interest insured bV this policy being deemed a fraudulent
conveyance or fraudulent transf...; or
lill the transsetion ",esting the eatste or int...eat insured bV this policy bsing deemed a pref...entisl
transfer except where the pref...entisl transfer r_lts from the failure:
Is) to timely record the instrument or transfer; or
Ibl of such racordstion to impsrt notice to a purch..er for vslue or a judgement or lien ",editor,
The above ALTA policy forms mav be i88Ued to sfford aither Standflld Cov...age or Extended Coverage. In addition to the
above Exdusions from Coverage, the Exceptions from Coverage in a Standflld Cov...age policy wig sl80 include the following
Genersl Exceptions;
SCHEDULE B
EXCEPTIONS FROM COVERAGE
This policy d098 not insure agsinst 1088 or damage (and the Companv will not pav costs, sttornev's f... or axpensesl which ...ise bV re..on of:
1. Taxes or _ments which ...e not shown .. existing liens by the records of any 'axing sutheritV thst
levies taxes or ......sments on resl property or by the public records. Proceedings bV a public agency
wNch mav reault in tax98 or -_mento, or notic.. of such proceedings, whether or not shown bV
the records of such agency or bV the public records,
2, Anv fsets, rights, int...øøts or daima which file not shown bV the public records but which could be
ascertained bV an iMpection of the land or which mav be ..serted by persons in po......;on thereof,
PART 1
3, E88ements, liens or encumbranc98, or C:Jims thereof, which ...e not shown bV the public records,
4. OIs",apaOO98, conflicts in bound...V linee, shortage in ...ea, encrosehments, or anv other fsets which
a correct suryav would disclose, and which ,.e not shown bV the public recordi,
5, Is) Unpatented mining dsim.; Ib) r98ervations or exceptions in pstents or in Acts authofizing the
issuance th...aof; (c) wst... rights, daims or title to wster, whether or not the mstt...s excepted und...
Is), Ibl, or (cl .... shown by the public records.
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l'IUn) NO. 290S)) l'U.d
Insurance Co. Oct. 20. 19~) .t 50 11110.
ree 1.20
.;o"'pareo Doc.
7 f
tor r.cord et tbe requ.et ot sa.. ;roe. Abstract
put 1 o.cloct P. 1(.
C!!AS. A. PAm. R!OOIlD!R
E. B. O'BrlsD, Deputy )t~rder
Co.. red Boot
ok Title
.,.,.,., .,.,.,.,.. "'..n..........,...,.................. ""'..nn..... .... ...,., .....,....
-")..,
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DE~ or TRUST
This Deed ot ':'rust. _de the Nth 41sT of September A. t. 191.). b.~W"D Uo;rd
vat t, ö slngle ""'0, as Trustor. and San Jos. Abstract ok Tltl. IlIJIursnc. Co.. . corpor..
, !1avlng Hs ;>rlnclpal place of b.¡slness In tbe Clty ot San ;rD.., County of SsDte
:>tata of c..l1t~rnls. as '!'rustee. and H, 'Nalters aDd U1Ubetb 'laltar.. bUsband and
JoInt tea.nts, sa BenetlclsrT.
;'.ITNE-iS!TH: That ...141 Trustor ber'8by graDts, conuTs. and oontlms unto ...141
roUowl"P- descrlbed real property 81tuated In tba County of Santa Clara, ~tate
, ~o-~It:
In¡; at a stake on tbe Soutberly llne of Lot 1). SW1I1)'Dats Tract, !lop of
41 In Book '11" at !lops, page 1~9. iteCord. of Santa Clara CountT, Callro
,69.~7"', 159.16 feet r:-O!!! the SoutbeasterlT COmer at tb. ...141 Lot
g the So"~b....ly lln. Dr the 8ald Lot I), N.89.~7'W. 127.50 r.et
aorn.r or tJ:;¡t 0.126; ..are tract aonT8yad b1 ::art E. ?.¡o¡r¡o:;rt
clatlon bJ' Deed recorded ln Vol. 50) ot Ofrlcld aecords age ~69,
from wblcb the SOUtbweatarly comar Dr the edd Lot 1 r8 N.69.
alone the Jlasterly llne or the sald 0.126) acra t N.C.08'.,
the NortheasterlT Oorner of tbe sa14 0.126) sore aot; thence
of the sold 0.126) acre tract and lt8 prolo 10n NortbwesterlT
ate at tbe SoutbweaterlT corner ot thet O. acra tract
""tion AHoclaUon to !.lark E. Purmort " eed recorded ln
ga ~69, records of saId County; tbe a along the Weste:-ly
Np.08'W. 256.26 rest to a )/~. 1 plpa sat 1" above
ortbwesterly corner or the sa .152 acre tract;
ba said 0.152 acre tract N, 59'11'. 10.0) feet to a
eot aala atake belng ala tba ;;..terlT llna or tbe
line of t,.., saId Lot J. N.O.OS'W. 1).20 reet to a
6.16 acre tract co e)'8d by J. H, Henr;r, et U% to
2 at Deeds, paSO); tbenoa along tba Northerly
11.6.1.9 rest an lron plpe set one toot deep;
beglnnlng oDtalnlng 1.626 acras aDd beIng part
2 aCr ract.
.... ';
r -
, ,
records of ...141 Co
1.7"0, 2J.99 reet;
250.JI. ~eet to a atake
alODi', :Os Ilorth...aterly
!i.U.)6"". 1.6.82 reet to
con..yed by Valley ~ater Co
Vol. 50) at Officlal necords
11ne of the sald 0.152 acre t
tne batt co of a steel druo at
thence alOllf" the Northarly 1111e
Stðl'.ð at the I¡ortha,-terly Corner
sölc Lot 1); 'hence along tne .e.ta
atake at the North"eaterl,. corner or
~:ark ,:. Purmort by Deed recorded ,¡ 'oX
11ne or the saId 6.16 að:;. tract N.69.52
tr,ance 3.0008'~. 555.ò2 ~et to the place
or the 6.10 acre tröct and all of tba aaid
:'o,etber '-ith the appurtenances tnor
öna warr¡,ntin;; the title to sda pre!ll188a.
To IL,U ..¡¡;,¡ ro !WLD the aama unto sa14
herelDanVI' expressed, n.",ely:
Flit;;T: <oa aecurlty r"r tba ¡>8Y1>ent 0
ln .awful ""'l1ey ~f the UnIted -itetes wl th In
pro::l1saory nota ot eVell date here 'lth. the
exacutðd by said Trustor to aaU genoticla
s~œ!1D: As securlty for th, "a
hereafter loaned by se1c Benetlc1arT to
Trustor, not however at allT tlt:l8 In a
portIon ot the orlglnal prIncIpal
the, au: or .i..,..,............. a
THliW: A.' aecuritT tor
Trust.. and geneflclary, Dr el
!'OlJRTH: Durler the
either or them, are author
Benenclory agalnat loss
event of ö loss, the ao
""'y, at the opt1011 of
or aalc amount, Dr a
Bonencbry, or 01
asseasoent s. 11e
or co,,"pro!ll1se,
protoct, r.pa
thereon, aa
all .t th
cludlno;
',ble t
as ma,. b.
lIota, Dr DOUs Dr sdd
wben ad4ed to the unpa14
1 exoeed In the aggregate
otes provIded.
t my beco!:le due said
nt.
e and Baneticlar,., or
ed In tavor of sa14
read tha t In tbe
on se1d property
cured bereby,
41 Trust.e or
paT all taxes,
va, litigate.
r, dold,
nd crops
tits
laau.s, and profIts thereot,
suoc.aaors, upon the truats
eD Hundred aDd no/lOO (11.oo.00)01011are
on, accord1Dß to the tertlS Dr a
bl. 1n ll1J1tallments arter dete,
nt at sucb ao
nd evidenced by
aunt or amounts wb
than secured bereby, s
..ereat thereol1 as by sa1
e paY!llent of all otber !lIOns
r ot the:n, pursuant to this 1ns
ntinual1ce at these trusts, .ald Tr
~ to ~eep the bulld1n;;s on said Ian" 1
rire not exceedIng theIr value; It bal
t collactad under any policy or tire lnauran
e BonerIala%')', be oredltod upon any Indebted"..
porUoD thereor. ","y be relaased to &a1d Trustor;
I' ot tbem, are autborlzed at any tIme, wltbout notiCe,
önd enCW!>bral1ces on Dr attect1ng sald trust property. to I'
tbout 110UCð to sa14Yr-1StQr, all adverse clalms the"ato, to
ana cere tor .ald property. 1ncludlng Improve..ents, trees, vInes,
ey, or e1ther at tho¡¡¡ see tit, and to collect the rents, Issues and
oSt ön, charge at 3ald Trustor, anc the expenses or everythIng so done,
torney's tees of .a1d Beneticla%')' or Trustea, or aither or the"" .hall be
sald Tru.t"r to aala ¡¡onet1clary In lawtul DoneT ot the UnIted States as sOD
rred, and shall thence bear interest at tha rate at Dna per cent per Dollth.
Tho Trustor agrees to appear J n .nO darend any action or p"ocaadlng purport1l>g
Hect the securloy heraor or the rlght8 or powars or BonsrIclary, or Truatee; a3d to ""y
önd ",,;enses, IncludIng co.t at evidence or t1tle aoo attorney's tees in a
ln any suob action or prooeediDg In whlcb Benet1c1ary 0 Trusta.
.' -
-
RECORDIN(i Rf,OHFSTCD BY
c:atCMO 'fULl CClMPU'Y
ANO WHEN RECORDBD MAIL 'to
r;nin y. 'ark --,
Joni. K. 'ark
15~ß"" ~ A~,
L.D5 ~ , CA. q.,;b30
L
&IGrOW 110. 760S51 - L.
- II ~51 . IAII
, ....J
RECErvr;o
JUN - 2 1997
PUÞLI~ IJ~ VI","J
ADMI ISTRA TION
I>OCUMUIT: '3372385 Titlu: II PIO.'
IIIIIIIIIIIII
,..lmnII.
Fees
Tall"
Copi,.
",.T PAID
8R(NO~ OAYIS I ROE M ee3
SANTA CLARA COUNTY RECoROER 7/19/1996
R.eord.d It the ,.qu..t ,f I 8;88 A~
Chicl9ðTltJ. .",i.....
8'fIC( - - IHI '"' ~. '*
.!L~l~.fk)~ GRANT DHED
'nil! VM>II~N80 OIW\n"OI(S) D~Q(s""-
DOCUr..DII'AAV TlW'lSI'IIIt TAX IS U'" 00
0 UfI;~todel'O'l IX] a"'ðI C&8pbeU
IX] fellll""cdllll'lIttull¥lIIlCI!I'lIti"I""'I."""'~..r.
0 eo'll""I..OII 1111 tlllI",luI 1- '~I ..IIK .,,fllll or "_""",,*, "1II1I.in, 111\l1li 01 Nil, IIICI
FOR A VALUABLE c.'0"'SIDERATION1"c.eipl orwbidl b hereby .ckllð\llled¡~d,
Arnold Scrop~., 'red Stropp., and v etor Stropp., Co-Ix.cutor. of
Ilabella Strcpþ8 d.~....d, Sent. Claral'robate e..e No, PR13S7"
I
c~.. IState or
lI,r'b7 GRAmeS) 10
Shin y, '.rk and Sonia H. Park. HýlÞand and Wit. .1 Joint Ttnallt8
&be toDowIlII described real propetC~ iÞ tile City 01 C~_l1
CoIUIr, 01 søra CLUA . Stale 01 Cllitanail:
Llcw. DISCfUPTION ~'M'Þ.CHaÞ ICIU'tO ~ IW'I A 'AJI('t HIUOF BY UPlIUUfcr
Dated J¡¡ly '. UU
~'-II¥ ~- Ie m. 10' pr- m. 8ft Ifta bUI. 01 """'-....
.....,.".,., " ÞO8 ... "'NflI,1 -.. fta"".(.) "I- III"",*, 10 ,,..
WIlli" 1".._, "., 1CIo_ltdO~ 1'1 .." it,., M/M""", ,.~ tilt
UIN 1ft hl./II.,/ln,l, IUI~"'flll ;ap1~Iy(I" .lId IIIel by nl,/ner/ln".
..,tI."""t) ~,. 1M ".,!rumenlln. p"'o~I', 0' !~. '~llIy u~,. banll'.f
..nlO/l tho ".,...n(., ......" .....~,.. !hl in,"vm."'
~¡;¡:.~;:;;'1l<dÞ~
MAIL r"~ STMU"(NT~ 10 ~"'r¡'~~"o.,.?, '.'," «'0" I ()W,~G lIN~,
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No"" .' ."' ...., -i1í~d""
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DISCRIPTION
SXUJU'
All tnlt ~e~ta1n Real .~Ope~ty 1n tne City of C~bell, çounty of Santa Clara, Stat' of
::::::~: de.er1bed af follo~l: ¡
.e9inning at . point on the .aat.~1y line of that e,rcain pare.l of lend ~v~d by Mar
I. Pu~rt, et ux. to ~loyd O. Gravatt by Oe.d dated OetoÞ8r ~, 1f43 end recorded OCtobe
20.,1tU ,1" lOOk un of Offiehl JIIecordl, at 'Ig. ~2S, ,distlllt thereon II. 0' 08' W. ," "
200.07 reet rroal the 8outh..lterlv'~¡'~a~ thuaaf' in the .0rl:"er1y 'un. of ø.den..' ','
Ävanua. fOr.8rly San Tome. Aquino ~oað, .aid Point of ...i""1n, allo ~in. the
8outhealterly corner of tn.t certain parcel of l~d eonveY9d ~ "-~~ Waterl, et ux, to
ttoah " .e481. at \UC. b)I Oeed dated April n, 1956 IIId recorded June U1, US, in holt
1521 of Official Reco~d.. at 'age 232; tnence 11on9 the .a.terly line of .aid parc@l or
land cony'yed to NDAft P. .8dal, et ~. R. 0' 08' W. 157,54 feet to a point d1etant alen,
.aid .a.carly 11n. 8. 0' 08/ I. 19&.01 r..t frOlll tn. No~tn...t.tlv corner of ...d parcell
of land eonYByad to ~oah ~. aedal, ~t YK; thence leaving ~.id .alttrly lin. and rurtnin'l
parall.l with the Northarly line of said parcel of land.co.nVayed to Noah F, a.da1, at ~
S ." ~2' W. 2S 00 f,at; then~. parallel with the Sa.terly line of said parcel 01 land
conv~yad to Noah' .ada1. et Vw, M, O' 08' w ~I 01 teet. thence para11e1'wit~ the
North~~ly 11n. of ,a1d parc.l,of land ~onv.yed to Noah' "dal, at ux, S. ." 53' W, :
lJ] ~2 feet to tha Waatarly lin8 of .aid parcel of land conveyed ta Meah " .ad.l, .t u.:
thenc~ alon9 the Wa.terlv 11ne. of ..id parcel of land cOftvayed Co Moah '. .,dal, .t UK.
$. 0. ~8' K 129 50 fe.t, mora or I.'., to a .take .t an &ft,le in .atd Weeterly line.;
t~.nce continuin, Ilon, the W..terly l~ne. of 141d pareel of lend conveyed to M~ ,.
,.Gal, et ux, I. 41' 31' I. 45.82 f,.t to a atake and S. 0' 08' I. 50.27 f.et to the
80uth~~.t.rly corner ot ..id parcel of land conveyed to Moan ,. Bedel. .~ UK: th,noe
along the IOYthe~ly line of .aid parcel of land conveyed to Noah', ..~l, It UM t. ..'
4" I. 127.50 teet to t~. Poant of. aeginning, and being. po~tton of ~tl 12 and 13 .,
.nown ontn. ~ of the .~yoak. Tr8ei: which Map i. on file in the Office of t".
R,çorder of the County of lanta Clara, Stat. of California, i" .OO~ "K' ot Nap., at P.,.
lU.
PAIIC.L TWO.
A8 appurtenant to tha abøY. da.eribed pare" of land. a non.e~clu.ive rigþt of way fo.
toad p~rpola', aver and alan,. Itrip of land deaer1Þed a. follows!
..ginning aC a point on ~he ~orthw.ac.rly line of the Santa Clar,,~,'O'to. Reed,
formerly Ian 1oma. Aquino Road, diltant th~raon S. )1" 45' 20' W. "1,02 r..t fr~ the
point ot 'nter.ectiOn t~.~tol with the cent~r 1i~. of Sunnyoak' ÄvtnV8. ..1d Point ot
.I,inntn9 Aleo belng tha to~the'lterly eOt~.( of th4t certain pareel ot land cDnvey,d by
Matk R, 'Y~ort to ~o ,. RVln, It ~. by Þe@d dAt~d Mar~h 2'. 1'48 and ~acord.d Ma~ch
~9, 1948 ¡n look ¡~R' of Qtflc1RI RltOrds, At Pag~ 586. S~~t. C.~a ~ounty Rleo~da;
th@nc:e luvin<; tile S.,ltll CUln.!.os CltO. lI,:ao:l ,\"r,j ~vrJl\¡I1\~ Along tile $Ovthnly \ In. of
utd p4rct!1 0: 1.,,0:1 C'onv...y.d to I.eo p, RY<ln, ~t. u¡c, .,",1 alon') HI' !;()\'tharly 11", ot thn
cene!n pel""'¡ of llnd C'onv...yed by ",^rl< II,' Pvrmol't,'"t \HI. r... N, F, .",c\al, ...t ux. by
o~..d, :lIt"" J...,y 10, ¡H~ 'I"d ("""1'1'11..(1 April ~(I, 1'11~ U1 r\,,(~1< IHO Qt (;tr¡("lU 1I"~'Jn!...
,,~Flqo ~~'. ,~"r1t.A C14r" Cc>""ty ¡¡'!'conJs, "rid Iilm", lI>o' IJ"""'I"¡Y pl'"I:>IHht't'll 'J~ tft¥
5,.\nt'!f\Yl.õ"',,(p,,jdpArc"""'(1.n(<;"ç"";"/~\!U'1' F r;.;i"¡,tltIH',!; ~~.~".",
40'1 ~. r(>o' '" ~ ~"'nt ell..",n, S ~9. ~J' ioI :~ rf'f." t,~.'", H',,' ';'\\lP,w..~t""ì' ,!¡.tr\..,' d
~1t"J;""""'!t.r:"'lrl'::""v,,y..dt~,u F 1I~\I"d,~l">"¡"""'~"lIt,j<~lt^n<1~~1< ~'t)~'"~
¡(lrJ'jJj""r¡r1'l""'t'~N ~~'5='ï:.~~OOt....t ¡¡"""",.', ~"(J~'N 1.~OIII""';rM""("'N
"I' ,
AFt 28, ¡ 9971 \~: 02AM-C.
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D88can'J'lO11
DIIIJI,.
.,. S2' I, 387,)1 f..~ &0 a point on thl ~rth~lt.rly 11~ or .a1d tante Clara-Lot 08'°1
RoaeS;' thence .10n9 the 8Iottn.,ut8l'1y Un. ot .del Road S. )1. t5' 20. ". !l8." feat to
tnl oint of 'e9inn1ng. and being a po~t1on of ~t 11 .1 Ihown on tn. Map ot the
lunn k. ~.et, wh!cb M8p 11 on f11. in the Offiç. of the Rleo~d8t ot thl CQUnty of
lant Cl.~.. Itltl of eal1fO~i.. 1n IGok 'K' of ~.. at ,.,. 1.'.
1agr... and .,r'1,.ø4 utility pu,poa.. in ,.n.ral
land 10.00 'e.t ia .1dth, the ...tlrlr tiDe of whiCh i.
..,1 in, It . et&k8 ta th4 'o~'rly 11De of Mae1ead& AyenUI, fot88rly Sift"'" AQuiDD
Road. at t~ 'out".utuly eorMr 01 that ~rtlli" ,...eel of 1.. ~d by Mar" I.
Pu...,..t, It WI, '0 Ll.,.s O. Gravitt, by Dlld dated ~.I: C. :at., "'. ..ecorded Cet_..
20, _~"3 1n Book Uf1 -- OfUci,l MCOOT". It P... US, Santa Clara Cow\tV a..ria,
th.ne. along thl .1.~ly line of I.id p..-eel of land c~~d to ~løyd O. Grlvett. R. O'
01' W. 200,07 tl.t 'o ~ 'outh...te~ly ~.r.f the p.~ewl ., land flr.tlv ~..id88098
48'Ç~tblel, be!". a ~~,on of wot " ,. .~øwn on the "p 61 l~yO&k. Traet, vhie~.., i.
en f,Ue in .0011 ",(0 of MoIpl, lit '.gl it'. Ratltl Clara County Records.
I
I
'l"MIg OliO IS IXIC'O'I'C IIC7UOA1fT TO TK1 1JfDIPIMDItn' APMI,¡S'I'1IA1'IOR or
"..,. I8'1'ATI ACT. AI ÞIIIICInCIID I. PROIATI eool SICTION 10tOO 1'1'.810.
OtftA«Ot '71.18,.....
.
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M/S: Furtadoffiougherty - that the City Council establish a Beautification
Recognition Program and authorize staff to proceed with the proposed workplan.
Motion adopted by a 4-0-1 vote, Vice Mayor Watson absent.
14,
1997 Social Service Subgrant Funding
~ f\,.qministrative Services Director Lee - Staff Report dated May 6, 1997.
M/S: Dougherty/Furtado - to approve the Social Service Subgrant funding levels
as recommended by the Civic Improvement Commission. Motion adopted by a 4-
0-1 vote, Vice Mayor Watson absent.
15.
New Street Name and Request for Direction Regarding Street Name List
Administrative Services Director Lee - Staff Report dated May 6, 1997.
Mayor Conant asked if two Councilmembers would volunteer to serve as a
Subcommittee to meet with a Subcommittee of the Civic Improvement Commission to
review this issue.
Councilmember Dean volunteered to serve and it was suggested that Vice Mayor
Watson be asked to serve because of her historical perspective.
MIS: Doughertyffiean - that the City Council approve the name ßedal Park Court
for a new cul-de-sac, direct the Civic Improvement Commission to develop a
standing list of potential street names and provide parameters to the Civic
Improvement Commission regarding types of names that are appropriate, and
appoint Councilmembers Dean and Watson (if agreeable) to a subcommittee to
meet with a subcommittee of the Civic Improvement Commission. Motion adopted
by a 4-0-1 vote, Vice Mayor Watson absent.
16.
Status of Civic Improvement Commission Vacancy
City Clerk Bybee - Staff Report dated May 6, 1997.
M/S: Furtadoffiougherty - that the City Council extend the deadline to accept
applications to fill a vacancy on the Civic Improvement Commission until a
sufficient number have been received. Motion adopted by a 4-0-1 vote, Vice
Mayor Watson absent.
17.
Rental Increase Fact Finding Committee Vacancies
City Clerk Bybee - Staff Report dated May 6, 1997.
Minutes of 5/6/97 City Council Meeting
8
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MEMORANDUM
CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT
TO:
Barbara Ryan, Project Planner
Michelle Quinney, City Engineer~L{ß).
Harold Housley, Land Development Engineer
DATE: April 1, 1997
FROM:
RE:
APPLICATION NO:
ADDRESS:
S 97-01, 02,& 03
360 Bedal Lane
APPLICANT:
Shin Park
PROJECT DESCRIPTION: Three Single Family Homes on 8,000 SF Lots
CONDITIONS OF APPROV AL: The applicant shall comply with the attached Conditions of
Approval for PM 96-02.
H:\360BEDAL(JD)(WP)
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MEMORANDUM
CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT
TO:
FROM:
Barbara Ryan
Project Planner
Michelle Quinney, City Engineer ~ - /
Harold Housley, Land Development Engine~
DATE: February 18, 1997
SUBJECT:
Application No: PM 96-02
Address: 360 Bedal Lane
Applicant: Shin Park
Project Description: Parcel Map to Create 3 Lots
DISCUSSION
The property is located at the east end of the east-west leg of Bedal Lane. The applicant proposes to
create three parcels with a minimum area of 8,000 SF which is consistent with the zoning. Public street
access proposed by the applicant is a new cul-de-sac from Bedal Lane.
PUBLIC WORKS DEPARTMENT CONDITIONS OF APPROVAL FOR THE PARCEL MAP ARE
SlJNfMARIZED AS FOLLOWS:
1.
Final Parcel MaD and Dedication ReQuirements
Prior to issuance of any building permits for the site, the applicant shall pay the Final Parcel
Map plan check fee of $1,060 plus $25.00 per lot, prepare and submit a Final Parcel Map for
review and recordation upon City approval. Final Map shall include the approved street name
for the new cul-de-sac. The new public street right-of-way shall be designated as Lot A on the
fmal parcel map and dedicated to the City upon recording of the applicant's Final Parcel Map.
2.
Storm Drain Area Fee
Prior to issuance of any building permits for the site, the applicant shall pay the required stonn
drain area fee of $2,OOO/per acre.
Grading and Drainage Plan
Prior to approval of the Final Parcel Map, the applicant shall conduct hydrology stUdies, as
necessary, prepare grading and drainage plans, and pay fees required to obtain necessary grading
permits.
360 Bedal Lane
February 18, 1997
Page 2
5.
6.
4.
D.
E.
F.
G.
Standard Street Improvements
Prior to approval of the Final Parcel Map and prior to issuance of any building permits for the
site, the applicant shall prepare plans, pay fees, post securities, and provide insurance as needed
to oþtain an encroaçhment permit to construct public street improvements as required by the City
Engineer. Public street improvement plans shall be prepared by a registered Civil Engineer
licensed in the State of California, and shall include the following:
A.
Removal of existing curb, gutter, sidewalk, driveways, pavements, power pole, utilities
and related improvements in Bedal Lane as needed to construct the new cul-de-sac.
B.
New curb, gutter and sidewalk to match the existing predominant improvements.
C.
New cul-de-sac pavement based upon a Traffic Index provided by the City and R-value
provided by the applicant's soils engineer. Asphalt concrete, removal and replacement
or overlay in Bedal Lane as necessary to provide transition to new cul-de-sac.
Removal of existing substandard street lighting facilities and installation of standard
street lighting facilities.
All conforms necessary to match existing improvements and remodeling of the existing
driveway approach serving the adjacent property to the east on Bedal Lane.
Construction of stoan drain system in the new cul-de-sac to collect storm water runoff
and convey it underground to the existing storm drain manhole in Bedal Lane.
Signing and striping on new cul-de-sac and Bedal Lane as determined by the Traffic
Engineer.
Completion of Public Street ImDfovements
Prior to issuance of occupancy for the site, all public street improvements required by the
encroachment permit must be completed and accepted by the City Engineer and the applicant
must provide the one-year maintenance security.
Undenzround Utilities
All new on-site utilities shall be installed underground per Section 20.36.150 of the Campbell
Municipal Code for any new or remodeled buildings or additions. Applicant shall provide
evidence from all utility companies that the application as proposed can be served. Applicant
shall comply with all plan submittals, permitting, and fee requirements of the serving utility
company.
9.
10.
11.
12.
360 Bedal Lane
February 18, 1997
Page 3
Applicant shall submit a Utility Coordination Plan and Schedule for approval by the City
Engineer for installation of all utilities. The plan shall minimize the damage to Bedal Lane and
all public improvements.
7.
Flood Control
Comply with all requirements of the Santa Clara Valley Water District, including grading,
fencing, etc.
8.
Soils Report
Provide a soils report prepared by a registered Geotechnical or Civil Engineer.
Title Report
Provide a current Preliminary Title Report.
Stonn Water Management
Comply with California Storm Water Best Management Practices Handbook, prepared by Storm
Water Quality Task Force, Santa Clara Valley Water District.
Monumentation
Prior to recording parcel map, applicant shall provide security guaranteeing the cost of setting
all monuments as shown on the parcel map.
Street Improvement Agreement
Execute a street improvement agreement and post securities to guarantee the installation of the
required street improvements.
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CITY OF CAMPBELL
Community Development Department. Current Planning
March 21, 1997
Shin Park
15855 Rose Avenue
Los Gatos, CA 95030
Subject: Parcel Map 96-02
Dear Mr. Park,
I have approved the above parcel map, filed by you for 360 Bedal Lane, subject to the
enclosed conditions. You should now have your engineer prepare the final map, street
improvement plans and conduct any studies as required by the enclosed conditions.
Your request for naming the new cul-de-sac either Bedal Court or Bedal Park Court has been
forwarded to Barbara Lee and the Civic Improvement Commission. The Commission will
make a recommendation to the City Council, which shall make the final determination.
Should you have any questions regarding this matter, please give me a call at 866-2140.
.. ~.,)
S e Piasecki, AICP
Community Development Director
70 North First Street. Campbell, California 95008,1423 ' TEL 408.866,2140 ' FAX 408,866,8381 . TOO 408.866,2790
CONDITIONS OF APPROVAL FOR FILE NO. PM 96-02
SITE ADDRESS: 360 Bedal Lane
APPLICANT: Shin Park
The applicant is hereby notified, as part ofthis application, that he/she is required to meet the
following conditions in accordance with the Ordinances of the City of Campbell and the
State of California. Additionally, the applicant is hereby notified that he/she is required to
comply with all applicable Codes or Ordinances of the City of Campbell and the State of
California that pertain to this development and are not herein specified.
PLANNING DEPARTMENT
1.
Approved Project: Approval is granted for a Tentative Parcel Map allowing the
creation of three (3) single family lots on property located at 360 Bedal Lane. The
map shall substantially conform to the map prepared by Karel Cymbal of Westfall
Engineers, Inc. dated as received by the Planning Department on February 7, 1997,
except as may be modified by the Conditions of Approval herein.
2.
Property Maintenance: The property shall be maintained free of any combustible
trash, debris and weeds, until the time that actual construction commences. All
existing structures shall be secured by having windows boarded up and doors sealed
shut, or be demolished or removed from the property.
3.
Park In-Lieu Fee: Applicant to pay a fee in-lieu of park dedication prior to recordation
of the final subdivision map ($8,242.50 per parcel).
4.
Park Impact Fee: Applicant shall be advised that a park impact fee is required in
addition to the Park In-Lieu Fee is required prior to occupancy for each single family
dwelling constructed on each lot ($2,747.50 per dwelling).
5.
Building Approval: Approval of a Site and Architectural Review Permit by the
Planning Commission is required for any new residences on these parcels.
PUBLIC WORKS DEPARTMENT
6.
Final Parcel Map and Dedication Requirements: Prior to issuance of any building
permits for the site, the applicant shall pay the Final Parcel Map plan check fee of
$1,060 plus $25.00 per lot, prepare and submit a Final Parcel Map for review and
recordation upon City approval. Final Map shall include the approved street name for
the new cul-de-sac. The new public street right-of-way shall be designated as lot A on
the final parcel map and dedicated to the City upon recordation of the applicant's Final
Parcel Map.
Stonn Drain Area Fee: Prior to issuance of any building pennits for the site, the
applicant shall pay the required storm drain area fee of $2,000 per acre.
7.
CONDITIONS OF APPROVAL FOR FILE NO. PM 96-02
Page 2
8.
Grading and Drainage Plan: Prior to approval of the Final Parcel Map, the applicant
shall conduct hydrology studies, as necessary, prepared grading and drainage plans,
and pay fees required to obtain necessary grading permits.
Storm Drain Area Fee: Prior to issuance of any building permit for the site, the applicant
shall pay the required storm drain area fee of $2,000 per acre.
9.
10. Grading and Drainage Plan: Prior to approval of the Final Parcel Map, the applicant
shall conduct hydrological studies, as necessary, prepare grading and drainage plans,
and pay fees required to obtain necessary grading permits.
II. Standard Street Improvements: Prior to approval of the Final Parcel Map and prior to
issuance of any building permits for the site, the applicant shall prepare plans, pay fees,
post securities, and provide insurance as needed to obtain an encroachment permit to
construct public street improvements as required by the City Engineer. Public street
improvement plans shall include the following:
A. Removal of exiting curb, gutter, sidewalk, driveways, pavements, power pole,
utilities and related improvements on Bedal Lane.
B. New curb, gutter and sidewalk to match the existing predominant improvements
along Bedal Lane.
C. New cul-de-sac pavement based upon a Traffic Index provided by the City and R-
value provided by the applicant's soil engineer. Asphalt concrete, removal and
replacement or overlay in Bedal Lane as necessary to provide transition to new cul-
de-sac.
D. Removal of existing substandard street lighting facilities and installation of
standard street lighting facilities.
E. All conforms necessary to match existing improvements and remodeling of the
existing driveway approach serving the adjacent property to the east on Bedal Lane.
F. Construction of storm drain system in the new cul-de-sac to collect storm water
runoff and convey it underground to the existing storm drain manhole in Bedal
Lane.
G. Signing and striping on the new cul-de-sac and Bedal Lane as determined by the
Traffic Engineer.
12. Completion of Public Street improvements: Prior to issuance of occupancy for the site,
all public street improvements must be completed and accepted by the City Engineer
and the applicant must provide the one-year maintenance security.
CONDITIONS OF APPROVAL FOR FILE NO. PM 96-02
Page 3
13. Underground Utilities: All new on-site utilities shall be installed underground per
Section 20.36.150 of the Campbell Municipal Code for any new or remodeled
buildings or additions. Applicant shall provide evidence from all utility companies that
the application as proposed can be served. Applicant shall comply with all plan
submittals, permitting, and fee requirements of the serving utility company.
Applicant shall submit a Utility Coordination Plan and Schedule for approval by the
City Engineer for installation of all utilities. The plan shall minimize the damage to
Bedal Lane and all public improvements.
14. Flood Control: Comply with all requirements of the Santa
Clara Valley Water District, including grading, fencing, etc.
15. Soils Report: Provide a soils report prepared by a registered Geotechnical or Civil
Engineer.
16. Title Report: Provide a current Preliminary Title Report.
17. Storm Water Management Plan: Comply with the California Storm Water Best
Management Practices Handbook, prepared by the Storm Water quality Task Force,
Santa Clara Water District.
18. Monumentation: Prior to recording the parcel map, applicant shall provide security
guaranteeing the cost of setting all monuments as shown on the parcel map.
19. Street Improvement Agreement: Applicant shall execute a street improvement
agreement and post securities to guarantee the installation ofthe required street
improvements.
FIRE PROTECTION DISTRICT
20. Fire Hydrants Required: Provide one public fire hydrant at a location to be
determined by the Central Fire district and the San Jose Water Company. Maximum
hydrant spacing shall be 500 feet and the minimum single flow hydrant shall be
1000 gallons per minute at 20 pounds per square inch residual pressure.
..._"
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CITY OF CAMPBELL
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
RECEIVED
Jut 8 ~ tæ1
PUbLIC WORKS
ADMINISTRA TlON
CHECKLIST FOR ON-SITE GRADING AND DRAINAGE
APPLICATION NO:
ADDRESS: Bald/ LH.
TRACT NO.
RECEIVED
JUN - 2 1997
PUøLl\.. ~y VI......)
ADMINISTRATION
Instructions: This checklist provides advance 1,10tification to applicants of the City of Campbell's
fmal on-site grading and drainage plans and submittal requirements. Using this checklist will
expedite your application through the City's review process.
Prior to submitting a fmal on-site grading and drainage plan list to the City Engineer, please
place an "X" in the space to the right of each item below to indicate you have complied, place
"N/ A" to indicate that the particular item does not apply. Review applicable sections, which are
referenced in parentheses, before checking off each item.
Submitted By:
$£11.4/1 EtijJ //111 t!/'J>
Engineer of Work '
At'.
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Date
CITY
ITEMS OK N/A COMMENTS
I. GENERAL
Applicable General Notes included. ¡/ ~L-=-
1. p~~~
2. 24" X 36" sheet size used, including borders. ~~
3. Title Block/scale/north arrow shown. _iL
4. Plans capable of miqof1lm reproductions - minimum tSL.\.~"sr\." ~,
~Fb6=t~' ~I..( ,
1/8 inch lettering. a/
~1l ~
5. Engineer's name, number, expiration date and J \...u e-C:.>MA
signature included.
6. Vicinity Map shown (must be microfilmable). vi' ~~ ~
~~ LÁ-
7. Sheet Index and key map included for 3 or more vi'
sheets. a-:~
Cross sections as needed for clarity. vi' \ f-...t c.cHN ~
8.
9. All adjacent streets labeled correctly. ¿-
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10. Reference to City benchmark. ,7
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ITEMS OK N/A COMMENTS
11. Property lines and existing/proposed easements ./ -=::;'~,
shown. L~..e,-
12. Streets dimensioned (existing right-of-way, / ~~ü..::> ~LC ,
pavement, curb, gutter, sidewalk and parkways). ~" M \31...;.) <;. ~ 0 I .j
~
13. Adjacent properties labeled as to use. V"" ~~l"--- ~
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II. GRADING
14. l' contour lines (existing and proposed). rL
15. Existing and proposed building locations and pad
elevations. t/
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16. Proposed elevations at high points, grade breaks, vi p~~~
and other significant locations. -s ee:= ~i '*-
~ ~ I -- -----
17. Finished grade elevations at building comers. v/ ~\.<::-
18. Lot comer elevations and the elevation at the high {/ "I
point in the yard.
19. Side and rear yard topography extending a sufficient \i
distance beyond property line (20' minimum) to 1/
determine that proposed grading will not impede
existing drainage patterns.
20. Existing and proposed fences or retaining walls. V u
21. Quantities of cut and fill in cubic yards. ~/
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22. Lots numbered and dimensioned per fmal map. t/ ~~
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23. Grading conforms to approved preliminary plans. _J
24. Sufficient elevations on adjacent parcels must be ~ ~ "*= l'-
indicated to demonstrate that proposed grading will /
not impede existing drainage patterns.
ID. DRAINAGE
25. Location and elevation of overland release to public ./
storm system shown. l..-c= ..-. /(;c#~
26. Roof drainage outlets shown. ,/ ItJ. 1)( f
\.~ ()/f biJ/ ~
27. Interior drainage facilities identified (catch basin, V p~
pipes( swales;t£tc.).
o\t::::..c:::::.~
28. Size, grate elevation and invert elevation of all inlets V ~€::~ ~ Lc..
shown and cross section of drainage swales shown.
~
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ITEMS
29.
30.
Pipe materials, slopes and sizes shown.
Channelization of flows to adjacent properties will
not be allowed. .
31.
32.
Construction of french drains will not be allowed.
Sheet flow across public property will not be
allowed.
IV. NOTES:
33.
All grading shall comply with Chapte.r 33 and
Section 1806.45 of the 1994 Uniform Building
Code.
V. SEAL OF ENGINEER OF WORK
34.
Seal of Engineer of Work shown on plans as
follows:
SEAL OF ENGINEER OF WORK:
I hereby declare that I am the Engineer of Work for
this project, that I have exercised responsible charge
over the design of the project as defmed in Section
6703 of the Business and Professions Code, and that
the design is consistent with current standards.
The design shown hereon is necessary and
reasonable and does not restrict any historic
drainage flows from adjacent properties nor increase
drainage to adjacent properties.
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WESTFALL ENGINEERS, INC.
14583 BIG BASIN WAY
SARATOGA, CA 95070
(408)867-0244
TRIGONOMETRIC LEVELING NOTES
RECE1"'-1'
SEP 3 0 1997
PROJECT:
LOCATION:
JOB NUMBER:
BY:
DATE:
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REPORT To
MR. SHIN PARK
Los GATOS, CALIFORNIA
FOR
RECEIVED
JUN - 2 1997
f'v~...... ~""","",j
ADMINISTRATION
PROPOSED RESIDENTIAL
SUBDIVISION
360 BEDAL LANE
CAMPBELL, CALIFORNIA
GEOTECHNICAL INVESTIGATION
APRIL, 1997
PREPARED BY
UNITED SOIL ENGINEERING, INC.
3476 EDWARD AVENUE
SANTA CLARA, CALIFORNIA
.I1I1If ~ ~ ~ UNITED SOIL ENGINEERING, INC.
..., Geotechnical and Environmental Consultants
File No. 4375-S1
April 1, 1 997
Mr. Shin Park
1 5855 Rose Avenue
Los Gatos, CA 95030
Subject:
Proposed Residential Subdivision
360 Bedal Lane
Campbell, California
GEOTECHNICAL INVESTIGATION
Dear Mr. Park:
We are pleased to transmit herein the results of our geotechnical investigation
for the proposed residential subdivision located at 360 Bedal Lane in Campbell,
California.
Our findings indicate that the site is suitable for the proposed residential
development provided the recommendations contained in this report are
carefully followed. The suitability of the site was evaluated by field
reconnaissance, drilling, sampling, and laboratory testing of the surface and
subsurface material. The following report details our investigation, outlines our
findings and presents our conclusions based on those findings.
If you have any questions or require additional information, please feel free to
contact our office at your convenience.
Very truly yours,
UNITED SOIL ENGINEERING, INc.
~trr1A^('~tr,
Cameron Araghi
Project Manager
4375.gi/Copies:
~<-~
Vien Va, P.E.
2 to Mr. Shin Park
5 to Westfall Engineers
3476 Edward Avenue. Santa Clara, California 95054 . (408) 988-2990 . Fax (408) 980-1336
File No. 4375-S1
TABLE OF CONTENTS
GEOTECHNICAL INVESTIGATION
PAGE
INTRODUCTION
SITE LOCATION AND DESCRIPTION
FIELD INVESTIGATION
LABORATORY INVESTIGATION
SOIL CONDITIONS
GENERAL GEOLOGY
FAULTS AND SEISMICITY
GEOLOGIC AND SEISMIC HAZARDS
GROUND SHAKING
GROUND RUPTURE
GROUND FAILURE
INUNDATION POTENTIAL
CONCLUSIONS
RECOMMENDA TIONS
GRADING
WATER WELLS
FOUNDATION DESIGN CRITERIA
SLABS-ON-GRADE CONSTRUCTION
RETAINING WALLS
EXCAVATION
DRAINAGE
ON-SITE UTILITY TRENCHING
LIMITATIONS AND UNIFORMITY OF CONDITIONS
REFERENCES
1
1
2
3
3
4
5
6
6
6
6
7
8
9
9
1 1
1 1
12
13
14
14
15
16
17
~pril 1. 1997
ii
United Soil Engineering, Inc.
File No. 4375-51
LIST OF TABLES, FIGURES, APPENDICES
GEOTECHNICAL INVESTIGATION
TABLES
TABLE I - SUMMARY OF MOISTURE, DENSITY
FIGURES
FIGURE 1 - VICINITY MAP
FIGURE 2 - SITE PLAN
FIGURE 3 - FAULT LOCATION MAP
FIGURE 4 - PLASTICITY INDEX CHART
FIGURE 5 - COMPACTION TEST A
APPENDICES
MODIFIED MERCALLI SCALE
METHOD OF SOIL CLASSIFICATION CHART
EXPLANATION OF BORING LOG SYMBOLS
EXPLORATORY BORING LOGS (B-1 THROUGH B-3)
~oril 1. 1997
III
United Soil Engineering, Inc.
File No. 4375-S1
INTRODUCTION
Per your authorization, United Soil Engineering, Inc. (USE) conducted a
geotechnical investigation for the proposed residential subdivision development
located at 360 Bedal Lane in Campbell, California. The purpose of this
geotechnical investigation was to determine the nature of the surface and
subsurface soil conditions at the project site through field investigations and
laboratory testing. This report presents an explanation of investigative procedures,
results of the testing program, our conclusions, and our recommendations for
earth work and foundation design to adapt the proposed development to the
existing soil conditions.
SITE LOCATION AND DESCRIPTION
The project site is located at 360 Bedal Lane in Campbell, California. The site is
bounded by Bedal Lane to the northeast, an existing residential development to the
north, a Santa Clara Valley Water District percolation pond to the west and south,
and an existing residential development to the east. At the time of our
investigation, the subject site was a relatively flat vacant parcel of land, overgrown
with grass and weeds with an existing building located at the northern end of the
site. According to the owner, the development will include the demolishing of the
existing structure and the construction of several single-family detached homes
and associated improvements. The site plan with approximate locations of our
borings can be found in Figure 2.
~pril 1 , 1 997
United Soil Engineering, Inc.
File No. 4375-51
2
FIELD INVESTIGATION
After considering the nature of the development and available data, a field
investigation was conducted at the project site by the project geologist under the
direction of a geotechnical engineer. It included a surface site reconnaissance to
detect any unusual surface features and the drilling of three exploratory test
borings on March 19, 1997 to determine the subsurface soil characteristics. The
approximate location of these borings are shown on Figure 2 - Site Plan. The depth
of the borings ranged from 20 to 30 feet below the existing ground surface
elevation. The borings were advanced by a truck-mounted drill rig using power
driven, 8-inch diameter hollow stem augers.
The soils encountered were logged continuously in the field during the drilling
operations. Relatively undisturbed soil samples were obtained by hammering a
2 - 1 /2 inch 1.0. split-tube sampler into the ground at various depths. A 140 pound
hammer with a free fall of 30 inches was used to advance the sampler 18 inches
into the ground.
Blow counts were recorded on each 6-inch increment of the sampled interval. The
blows required to advance the sampler the last 12 inches of the 18 inch sampled
interval were recorded on the boring logs as penetration resistance. These values
were also used to evaluate the liquefaction potential of the subsurface soils. The
exploratory boring holes were backfilled and compacted with native soil after the
completion of the drilling operation.
In addition, disturbed bulk samples of the near-surface soil was collected for
laboratory analyses. The Logs of the Test Boring is a graphic representation of the
encountered soil profile, and it also shows the depths at which the relatively
undisturbed soil samples were obtained.
A.pril 1, 1997
United Soil Engineering, Inc.
File No. 4375-51
3
LABORATORY INVESTIGATION
A laboratory testing program was performed to determine the physical and
engineering properties of the soils underlying the site. Moisture content and dry
density tests were performed on the relatively undisturbed soil samples in order to
determine their consistencies and the moisture variation throughout the explored
soil profile (Table I). The strength parameters of the foundation soils were
determined from one direct shear test which was performed on a selected relatively
undisturbed soil sample. A laboratory compaction test was performed on a near-
surface soil sample per ASTM 0 1557-91.
Atterberg Limits tests were also
performed on the near-surface soil for classification of these soils and to obtain an
evaluation of their expansion and shrinkage potential.
laboratory testing program are presented in Tables I.
The results of the
SOIL CONDITIONS
The sub-surface soil at the site consisted of 2 inches of organic material. Below
the organic layer, to the depths of 12 feet, a reddish brown, moist, very stiff, sandy
gravelly clay was encountered. From the depths of 12 feet to 18 feet, the soil
became tan brown, moist, dense silty sand. From the depth of 18 feet to the end of
the boring at 30 feet, a tan brown, moist, very stiff, gravelly sandy clay layer was
encountered. The gravels measured half an inch in maximum diameter and sub-
angular in shape.
Groundwater was initially encountered at a depth of 25 feet below ground surface
and rose to a static level of 22 feet at the end of the drilling operation in boring
B- 1. It should be noted that groundwater level will fluctuate as a result of seasonal
changes and hydrogeological variations such as groundwater pumping and/ or
April 1, 1997
United Soil Engineering, Inc.
File No. 4375-51
4
recharging. A detailed description of the soil profiles found are presented in
Appendix A.
GENERAL GEOLOGY
The site lies in the San Francisco Bay Region, which is part of the Coast Range
province. The regional structure is dominated by the northwest trending Santa
Cruz Mountains to the southwest and the Diablo Range to the northeast.
The San Francisco Bay Region occupies the structural trough formed by the uplift
of the two mountain ranges. Rocks exposed in the hills to the east of the site are
predominantly composed of Franciscan Formation, which is uppermost Jurassic to
lower Upper Cretaceous eugosynclinal assemblage. A thick blanket of latest
Cretaceous and Tertiary clastic sedimentary rocks and isolated intrusions of
serpentine covers large parts of the province. Folds, thrust faults, steep reverse
faults, and strikeslip faults developed as a consequence of Cenozoic deformations
that occur very often within the province and some of them are continuing today.
The Quaternary history of the region is recorded by sedimentary marine strata
alternating with non-marine strata. The changes of the depositional environment
are related to the fluctuation of sea level corresponding to the glacial and
interglacial periods.
Late Quaternary deposits fill the center of the San Francisco Bay Region and most
of the strata are of continental origin characterized as alluvial and fluvial materials.
.April 1. 1 ~97
United Soil Engineering, Inc.
File No. 4375-S1
5
FAULTS AND SEISMICITY
The site lies in an area of active tectonics. Three major faults, the San Andreas, the
Hayward, and the Calaveras, are close enough to pose a significant potential
hazard due to seismic activity (Figure 3). The site can be expected to undergo
strong shaking during a major earthquake on any of these faults. Other faults in
the general vicinity including Shannon fault may also pose a significant, albeit
lesser, potential hazard to the site.
The site is not located within, or immediately adjacent to, any of the published
Special Studies Zones defined by the Alquist-Priolo Geologic Hazards Act of 1972.
The Hayward and Calaveras faults are located approximately 12 miles and 13
miles to the northeast of the site. The San Andreas passes approximately 6 miles
to the southwest of the site (Figure 3).
The Campbell area has been shaken by moderate to severe earthquakes an
estimated sixty times in recorded history of the area. Many of these earthquakes
were centered on the San Andreas fault rather than the Hayward fault. However,
any major earthquake on the San Andreas system in the Bay Area may cause severe
shaking and ground failure in Campbell. Studies of the frequency and intensity of
earthquakes on the major fault system of the Bay Area, suggest a general pattern
of reoccurrence. Scientists generally agree that a major quake will occur on the
San Andreas system on the average of one every 50 years, and that a quake
(magnitude 8 - 8.3) will occur on the Bay Area segment of the San Andreas fault on
the average of one every 100 years. The maximum credible earthquakes on the
Hayward and San Andreas faults would produce similar ground shaking. It is our
belief that the maximum ground surface acceleration in the project site vicinity
could be 0.2 to 0.3 g in an earthquake and the fundamental period of ground
shaking could be 5 to 6 seconds.
April 1. 1 997
United Soil Engineering, Inc.
File No. 4375-51
6
GEOLOGIC AND SEISMIC HAZARDS
The evaluation of a site specific geologic and seismic hazards is based upon
reviewed references, field investigations and laboratory test results. These hazards
include ground shaking, ground rupture, ground failure and potential flooding.
GROUND SHAKING
This primary seismic phenomenon involves horizontal and vertical vibratory motion
of the earth surface. This area has the potential for severe ground shaking due to
the close proximity to the active fault of the San Andreas fault systems.
GROUND RUPTURE
Rupturing of the earth's surface occurs when subsurface fault displacement
extends upward to the ground surface. The hazard of ground rupture is usually
confined to rather narrow zones along fault traces. Because the subject site is not
located over or im mediately adjacent to any known active faults, the likelihood of
ground rupture at the site is low.
GROUND FAILURE
The secondary effects resulting from strong ground shaking may take forms such
as lateral spreading, ground lurching and liquefaction.
All of them involve
displacement of the ground surface due to loss of strength or failure of the
underlying materials during shaking. Due to the conditions of the site, liquefaction
is a primary ground failure to be considered.
April 1. 1997
United Soil Engineering, Inc.
File No. 4375-51
7
INUNDATION POTENTIAL
The subject site is located at 360 Bedal Lane in Campbell, California. According to
the Limerinos and others, 1973 report, the site is not located in an area that has
potential for inundation as the result of a 100 year flood.
April 1. 1997
United Soil Engineering, Inc.
File No. 4375-51
8
CONCLUSIONS
1.
The site covered by this investigation is suitable for the proposed
residential development provided the recommendations set forth in
this report are carefully followed.
2.
The native surface soil at the project site has been found to have a low
expansion potential when subjected to fluctuations in moisture.
3.
On the basis of the engineering reconnaissance and exploratory
borings, it is our opinion that trenches to 5 feet below the existing
ground surface will not need shoring. However, below 5 feet, shoring
will be required.
4.
Specific recommendations are presented in the remainder of this
report.
5.
All earthwork and grading shall be observed and inspected by a
representative from USE. These operations are not limited to testing
and inspection during grading.
United Soil Engineering, Inc.
April 1, 1997
File No. 4375-51
9
RECOMMENDATIONS
GRADING
1.
The placement of fill and control of any grading operations at the site
should be performed in accordance with the recommendations of this
report. These recommendations set forth the minimum standards to
satisfy other requirements of this report.
2.
All existing surface and subsurface structures, including old
foundation structures, that will not be incorporated in the final
development shall be removed from the project site prior to any
grading operations. These objects should be accurately located on
the grading plans to assist the field engineer in establishing proper
control over their removal. All utility lines, if any, must be removed
prior to any grading at the site.
3.
The depressions left by the removal of subsurface structures should
be cleaned of all debris, backfilled and compacted with clean, native
soil. This backfill must be engineered fill and should be conducted
under the supervision of our geotechnical engineer.
4.
All organic surface material and debris, including grass, shall be
stripped prior to any other grading operations, and transported away
from all areas that are to receive structures or structural fills. These
organically contaminated soils (approximately 2 inches in thickness)
may be stockpiled for later use in the landscaping area only.
April 1 . 199ì
United Soil Engineering, Inc.
File No. 4375-51
10
5.
After removing all the subsurface structures and stripping the
organically contaminated surficial soil, the building pad area should be
scarified by machine to a depth of 12 inches and thoroughly cleaned
of vegetation and other deleterious matter.
6.
After removing, stripping, scarifying and cleaning operations, native
soil should be re-compacted to not less than 90% relative compaction
using the ASTM 01557-91 test procedure over the entire building pad
and 5 feet beyond the perimeter of the pad.
7.
All engineered fill or imported soil should be placed in uniform
horizontal lifts of not more than 6 to 8 inches in un-compacted
thickness, and compacted to not less than 90% relative compaction
using the ASTM 01557-91 test procedure. The baserock, however,
should be compacted to not less than 95% relative maximum
compaction. Before compaction begins, the fill shall be brought to a
water content that will permit proper compaction by either; 1) aerating
the material if it is too wet, or 2) spraying the material with water if it
is too dry. Each lift shall be thoroughly mixed before compaction to
assure a uniform distribution of water content.
8.
When fill material includes rocks, nesting of rocks will not be allowed
and all voids must be carefully filled by proper compaction. Rocks
larger than 4 inches in diameter should not be used for the final 2 feet
of building pad.
9.
A represenative from our office should be notified at least two days
prior to commencement of any grading operations so that he/she may
coordinate the work in the field with the contractor. All imported
borrow must be approved by the geotechnical engineer before being
United Soil Engineering, Inc.
April 1, 1997
File No. 4375-51
1 1
brought to the site.
Import soil must have a plasticity index no
greater than 12 and an "R" value greater than 2 5.
1 O.
All grading work shall be observed and approved by a geotechnical
engineer from USE. The geotechnical engineer shall prepare a final
report upon completion of the grading operations.
WATER WELLS
11.
All water wells or monitoring wells on the site, if any, which are to be
abandoned, shall be capped according to the requirements of the
Santa Clara Valley Water District. The final top elevation of the well
casing must be a minimum of 3 feet below any adjacent grade prior to
any grading operations.
In no case shall a building foundation be
placed over a capped well.
FOUNDATION DESIGN CRITERIA
12.
We recommend the proposed residential structures be supported by
continuous perimeter footings and interior isolated footings or mat
foundation type.
1 3.
If continuous perimeter footings and isolated interior footings are
used, they should be found a minimum of 18 inches below adjacent
pad grade. The allowable bearing capacity is 2,800 p.sJ. This value
is for dead plus live loads and may be increased by 1/3 for short term
seismic and wind loads.
April 1 . 1 997
United Soil Engineering, Inc.
File No. 4375-51
12
14.
1 5.
16.
17.
18.
If mat foundation is used, it should have a minimum thickness of 8
inches and properly reinforced. The allowable bearing capacity for
this type of foundation is 1,200 p.sJ.
Final design of the foundation and reinforcing requirements shall be
determined by the structural engineer responsible for foundation
design.
The foundation design be reviewed by our office prior to construction.
The design of the structures and foundations shall meet local building
code requirements for seismic effects.
We do not anticipate the appreciable settlement. However, slight
settlements shall be considered in the design of the foundations and
the proposed structures.
SLABS-ON -G RADE CONSTRUCTION
19.
20.
Siabs-on-grade construction in living areas may not be utilized where
continuous perimeter foundations are used. When mat foundation is
used, the mat foundation should be underlain by at least 4 inches of
Class II baserock.
Concrete floor slabs-an-grade in the garages shall be underlain by at
least 4" of Class II base rock and shall be poured structurally
independent of the foundations or any fixed members when possible.
The baserock should be compacted to not less than 95% relative
maximum compaction according to the ASTM 01557-91 test
procedure.
United Soil Engineering, Inc.
April 1, 1997
File No. 4375-51
13
RETAINING WALLS
21.
22.
23.
24.
Any facilities that will retain a soil mass, such as retaining walls or
swimming pool walls, shall be designed for a lateral earth pressure
(active) equivalent to 50 pounds equivalent fluid pressure for
horizontal backfill, plus surcharge loads. If the retaining walls are
restrained from free movement at both end, they shall be designed for
the earth pressure resulting from 60 pounds equivalent fluid pressure,
to which shall be added surcharge loads. The structural engineer shall
discuss the surcharge loads with our office prior to designing the
retaining walls.
In designing for allowable resistive lateral earth pressure (passive) of
300 pounds equivalent fluid pressure may be used with the resultant
acting at the third point. The top of native shall be neglected for
computation of passive resistance.
A friction coefficient of .3 shall be used for retaining wall design and
may be increased by 1/3 for short term seismic loads.
The above values assume a drained condition and a moisture content
compatible with those encountered during our investigation. To
promote proper drainage, a layer of at least 1 foot of gravel or drain
rock shall be placed between the facility and the retained material.
Either weep holes or perforated pipes (perforations down) shall be
included in the design to conduct excess water from behind the
retaining structure. Suitable outfall locations for drainage facilities
shall be chosen to minimize future erosion.
United Soil Engineering, Inc.
April 1, 1 997
File No. 4375-51
14
EXCAVATION
25.
26.
No difficulties are anticipated in excavating the on-site material.
Conventional earth moving equipment will be adequate for this
project.
Any vertical cuts deeper than 5 feet must be properly shored. The
minimum cut slope for excavation to the desired elevation is one
horizontal to one vertical. The cut slope should be increased to 2: 1 if
the excavation is conducted during the rainy season or when the soil
is highly saturated with water.
DRAINAGE
27.
28.
29.
It is considered essential that positive drainage be provided during
construction and be maintained throughout the life of the proposed
structure.
The final exterior grade adjacent to the proposed building should be
such that the surface drainage will flow away from the structures.
Rain water discharge at downspouts should be directed onto
pavement sections, splash blocks, or other acceptable facilities which
will prevent water from collecting in the soil adjacent to the
foundations.
Utility lines that cross under or through perimeter footings should be
completely sealed to prevent moisture intrusion into the areas under
the slab and! or footings.
The utility trench backfill should be of
United Soil Engineering, Inc.
April 1, 1997
File No. 4375-51
15
impervious material and this material should be placed at least 4 feet
on either side of the exterior footings.
30.
Consideration should be given to collection and diversion of roof
runoff and the elimination of planted areas or other surfaces which
could retain water in areas adjoining the building. In unpaved areas, it
is recommended that protective slopes be stabilized adjoining
perimeter building walls. These slopes should be extended to a
minimum of 5 feet horizontally from building walls. They must have a
minimum outfall of 5 percent.
ON-SITE UTILITY TRENCHING
31.
All on-site utility trenching must be compacted to at least 90% relative
compaction in accordance with the A5TM 01557-91 test procedure.
Backfill should be placed in 6 to 8 inch lifts and compacted. Jetting of
trench backfill is not recommended. An engineer from our firm
should be notified at least 48 hours before the start of any utility
trench backfilling operations.
32.
If utility trench excavation is to encounter groundwater, our office
should be notified for dewatering recommendations.
April 1, 1997
United Soil Engineering, Inc.
File No. 4375-51
16
LIMITATIONS AND UNIFORMITY OF CONDITIONS
1 .
The recom mendations presented herein are based on the soil conditions
revealed by our test borings and evaluated for the proposed construction
plan ned at the present time.
If any unusual soil conditions are
encountered during the construction, or if the proposed construction will
differ from that planned at the present time, United Soil Engineering, Inc.
should be notified for supplemental recommendations.
2.
This report is issued with the understanding that it is the responsibility of
the owner, or his representative, to ensure that the necessary steps are
taken to see that the contractor carries out the recom mendations of this
report in the field.
3.
The findings of this report are valid, as of the present time. However, the
passing of time will change the conditions of the existing property due to
natural processes, works of man, from legislation or the broadening of
knowledge. Therefore, this report is subjected to review and should not
be relied upon after a period of three years.
4.
The conclusions and recommendations presented in this report are
professional opinions derived from current standards of geotechnical
practice and no warranty is intended. expressed, or implied.
5.
This report has been prepared solely for the purpose of geotechnical
investigation and no toxic contamination studies have been performed by
our firm.
April 1, 1 997
United Soil Engineering, Inc.
File No. 4375-51
17
REFERENCES
Borcherdt R.D., Gibbs j. F., Lajoie K.R., 1977 - Maps showing maximum
earthquake intensity predicted in the southern San Francisco Bay Region,
California, for large earthquakes on the San Andreas and Hayward faults.
U.S.G.S. MF-709.
Helley E.j.. Brabb, E.E. 1971 - Geologic map of Late Cenozoic deposits, Santa Clara
County, California, U.S.G.S. MFS No. 335, Basic Data Contribution No. 27.
Limerinos j.T, Lee K.W., Lugo P.E., 1973 - Flood Prone Areas in the San Francisco
Bay Region, California U.S.G.5. Open file report.
Rogers T.H., and Williams j.W., 1974 - Potential seismic hazards in Santa Clara
County, California Special Report, No.1 07, California Division of Mines and
Geology.
April 1, 1997
United Soil Engineering, Inc.
TABLES
TABLE 1 - SUMMARY OF MOISTURE, DENSITY,
DIRECT SHEAR TESTS
File No. 4375-S1
TABLE I
In-Place Conditions Direct Shear Testing
Sample Depth Dry Moisture Unconfined Angle of Unit
~ ~ Density Content Compressive Internal Cohesion
p.cJ. % Strength Friction k.sJ.
Dry Wt. k.sJ. Degrees
SUMMARY OF MOISTURE, DENSllY,
UNCONFINED COMPRESSION AND DIRECf SHEAR TESTING
1 - 1 5 128.5 5.2
1-2 10 135.9 7.9
1 -3 15 104.3 16.4
1-4 20 130.9 7.4
1-5 25 129.5 9.9
N.R. 30
2-1 5 123.9 6.0 22 0.8
2-2 10 122.4 8.4
2-3 15 94.1 17.3
2-4 20 120.4 9.7
3-1 5 127.0 6.6
3-2 10 134.3 6.9
3-3 15 131.2 4.7
3-4 20 114.9 23.5
April 1, 1 997
United Soil Engineering, Inc.
FIGURES
FIGURE 1 - VICINITY MAP
FIGURE 2 - SITE PLAN
FIGURE 3 - FAULT LOCATION MAP
FIGURE 4 - PLASTICITY INDEX
FIGURE 5 - COMPACTION TEST 'A'
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SITE
United Soil Engineering, Inc. VICINIn' MAP File No.: 43 75-S 1 FIGU RE
Proposed Residential
3476 Edward Avenue Subdivision Drawn by: T.H.
Santa Clara, CA 95054
(408) 988-2990 360 Bedal Lane
Campbell, California Scale: NOT TO SCALE April
1997
North
I
I
-+1
Á B-3
LúCA TION OF
PROj ECT
B-2
I
r
~
~
-+
.
B-1
.
Property LIne
Existing Structure
L. -. -. ¡.B~~L~~~.
I
I
I
I
I
I
NOTE: -$-DENOTES APPROXIMATE EXPLORATORY BORING LOCATION
United Soil Engineering, Inc. SITE PLAN File No.: 4375-51 FIGURE
Proposed Residential
Subdivision
3476 Edward Avenue
Santa Clara, CA 95054
(408) 988-2990
Drawn by: T.H.
2
360 Bedal Lane
Campbell, California
Scale: NOT TO SCALE
April
1997
2-~..'.\
\.,
.\
.,
.~
. t
. /'"
. .
\
.
.
~
1
0
.
10
20MI.
1986
~ 5.7
.0
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SITE
EXPLANATION
Active fault; dashed where
- - -' . . inferred, dotted where concealed
1906 Significant earthquake epicenter
6 8.3 with year of event and
Richter magnitude
. .
. ~"'.,. .
'. 'to
'. ~
.~
. ~
. ~ 1926
. ô ð
. ~ 6.1
.. 11".
.é::-
.~
.
United Soil Engineering, Inc. FAULT LOCATION MAP File No.: 4375-51 FIGURE
Proposed Residential
3476 Edward Avenue Subdivision Drawn by: T.H. 3
Santa Clara, CA 95054
(408) 988-2990 360 Bedal Lane
Campbell, California Scale: NOT TO SCALE April
1997
PLASTICITY CHART
10
7
4
0
0
cv y
CH /
/ ME
/'
/ MV
CI /
./
V MH
. CL V
N V MI
. \\\\ \\V
/ML
60
50
~
x 40
ill
Ü
C
>- 30
......
u
......
VI
I"j
Q... 20
10
20
30
40 50 60
Liquid Limit %
70
80
90
100
PLASTICITY DATA
Key Hole Depth Liquid Plasticity! Unified Soil
I
Symbol No. ft. Limit % Index % Classification
Symbol *
. BAG A 0-1 22 12 CL
I
"Soil type classification Based on British suggested revisions
to Unified Soil Classification System
3476 Edward Avenue
Santa Clara. CA 9505-+
(408) 988-2990
PLASTICITY INDEX File No.: 4375-S1 FIGU RE
Proposed Residential
Subdivision Drawn by: T.H. 4
360 Bedal Lane
Campbell, California Scale: NOT TO SCALE April
1997
United Soil Engineering, Inc.
130
125 '
- :
...=
u
a.
-
>-
~ 120 ,
c::
Q)
Q
~
c
115
110
8
10
12
14
16
18
20
Moisture Content (% of Dry Weight)
SAMPLE:
A
DESCRIPTION: Reddish Brown Gravelly Sandy CLAY
LABORATORY TEST PROCEDURE:
ASTM D1 557-91
MAXIMUM DRY DENSITY:
125.0 p.c.f.
OPTIMUM MOISTURE CONTENT:
14.0 %
United Soil Engineering, Inc. COMPACTION TEST A File No.: 4375-51 FIGURE
Proposed Residential
3476 Edward Avenue Subdivision Drawn by: T.H. 5
Santa Clara, CA 95054
(408) 988-2990 360 Bedal Lane
Campbell, California Scale: NOT TO SCALE April
1997
APPENDICES
MODIFIED MERCALLI SCALE
METHOD OF SOIL CLASSIFICATION
EXPLANATION OF BORING LOG SYMBOLS
EXPLORATORY BORING LOGS (B-1 THROUGH B-3)
File No. 4375-51
GENERAL COMPARISON BETWEEN EARTHQUAKE MAGNITUDE
AND THE EARTHQUAKE EFFECTS DUE TO GROUND SHAKING
Earthquake Richter Modified Mercalli Intensity Scale* Damage to :1
Category Magnitude (After Housner, 1970) Structure
1- Detected only by sensitive instruments.
2.0 II - Felt by few persons at rest, especially on
upper floors; delicate suspended objects
may swing.
3.0 III - Felt noticeably indoors, but not always No Damage
recognized as an earthquake; standing
cars rock slightly, vibration like passing
truck.
Minor IV - Felt indoors by many, outdoors by a few;
at night some awaken; dishes, windows,
doors disturbed; cars rock noticeably.
4.0 V- Felt by most people; some breakage of Architec-
dishes, windows, and plaster; disturbance tural
of tall objects. Damage
VI- Felt by all; many are frightened and run
outdoors; falling plaster and chimneys;
damage small.
5.0 VII - Everybody runs outdoors. Damage to
5.3 building varies, depending on quality of
construction; noticed by drivers of cars.
Moderate 6.0 VIII - Panel walls thrown out of frames; fall of
walls, monuments, chimneys; sand and
mud ejected; drivers of cars disturbed.
IX - Buildings shifted off foundations, Structural
cracked, thrown out of plumb; ground Damage
cracked, underground pipes broken;
6.9 serious damage to reservoirs and
embankments.
Major 7.0 X- Most masonry and frame structures
destroyed; ground cracked; rail bent
slightly; landslides.
XI- Few structures remain standing; bridges
7.7 destroyed; fissures in ground; pipes
broken; landslides; rails bent.
Great 8.0 XII - Damage total; waves seen on ground Near
surface; lines of sight and level distorted; Total
objects thrown into the air; large rock Destruction
masses displaced.
*Intensity is a subject measure of the effect of the ground shaking, and is not engineering measure of
the ground acceleration.
United 50il Engineering, Inc.
File No. 4375-51
0
~ ~
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I METHOD OF SOIL CLASSIFICATION 1
MAJOR DIVISIONS
SYMBOL
o. 'ó .'(1
r:;N , ."!" ð' ::.;
(More than 1/2 of GP :,,:I.:~/~,
oil 0' .~c
coarse fraction> GM rc:~:~:'~
no. 4 sieve size) GC ~~~~
GRAVELS
TYPICAL NAMES
Well graded gravel or gravel-sand mixtureS. little or no fines
Poorly graded grawt or gravel-sand moi~, little or no fines
Silty gravels, grawt-sand-silt mixtures
~
sw :'::~:;~:.~:. Well graded sands or gravelly sande no fines
.. ~.' . ' ...
Oayey Gr;wels, gravel-sand-day mixtures
.' '.' .
.'.: .'.. Poorly graded sands or grawtly sands, no fines
(More than 1/2 of SP
coarse fraction <
.. ..:.1'.,
SM ;'~:'::,::;'~~ Siltysands.sand-siltmixtures
~;...¡..::,.
SC ri:":;,,:"'~~:' Oayey sillds, sand-day mixtures
Inorganic silts and very fine sand, rock, flour, silty or dayey fine sand or
dayey silt/slight plastidty
Cl V I /; Inorganic day of law to medium plastidty, gnvelly days, sandy day,
II / / silty day, lean days
no. 4 sieve size
SILTS & CLAYS
ML
~
I I I
OL' ,Organic sits and organic silty day of law piastidty
Inorganic silts, micaceous or diatocaceous fines and, or silty soils,
elastic silt
CH 11/1/ Inorganic days of high plastidty, fat days
OH / / II Organic days of medium to high plasticity, organic silty days, organic
'/ / / siltS
SILTS & CLAYS
MH
JJ...úQ
PT
-
HIGHLY ORGANIC SOIL
-
CLASSIFICATION CHART - (UNIFIED SOIL ClASSI FtCATI ON SYSTEM)
CLASSIFICA TlON RANGE OF GRAIN SIZES
U.S. Standard I Grain Size
Sieve Size In Millimeters
BOULDERS Above 12' I Above 305
COBBLES 12't03' 305 to 76.2
GRAVELS 3' to No.4 76.2 to 4.76
Coarse 3' to 3/4' 76.2 to 19.1
Fine 3/4' to No.4 19.1 to 4.76
SAND No.4 to No. 4.76 to 0.074
Coarse 200 4.76 to 2.00
Medium No.4 to No.1 0 2.00 to 0.420
Fine No.1 0 to No. 0.420 to 0.074
40
NoAO to No.
200
SILT AND CLAY Below No, ;:00 Below 0.074
Method of Soil Classification Chart
Peat and od1er highly organic soils
PlASTtOTY INDEX CHART
cv y
Oi / V ME
/ V
MV
C ,/
I V MH
CL /
N V WI
"000".
\\ \ \ \\V
.-oo""- I./Ml
60
50
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"
.5
~ 30
u
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Q: 20
10
7
4
0
0
70
90
100
40 50 60
Uquid Umit"
80
10
20
30
United Soil Engineering, Inc.
Logged By:
Date Drilled:
>- ...: ö.oo.:
:;: 41 CR ,~, E II!
1:"'; ... ... "'~ 0 ~
41 U :::J C 41- u-
o. Vi ~ ~ ~ ...;£
Q. .- I: ' ;> C C1
~ 0 0 ~E 0 I:
0 ~u I:eo u 41
41 I:b
Q. ::JV1
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Remarks:
EXPLANATION OF TEST
BORING SYMBOLS
Boring No.
Direct
Shear
Test
. ....
u.,¡
. '
~
~
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c:i1C1
. GI
C
1-1
Explanation of Test Boring Symbols
...
41
.c
E
:::J
Z
41
ë.
E
ns
V1
~
41
41
L&.
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.c
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41
Q
CI
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File No, 4375-51
y.. STATIC GROUNDWATER
-
~ GROUNDWATER FIRST
-::- NOTED
DESCRIPTION
'-~~ rl åV
-
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'. ", . ,
i- \:,.:.::: ':. ~
r<" r"A'ln
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i- . 0;;. f-
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o.-^ ,I .
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I I
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ø
- 00-
- .
I
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-
-
-
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.
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- Sample Taken with sample
n' -. ;:and l;:ah . _:,--
- Sample Attempt - Unsuccessful
INo -- ... .
ID...Ç"r",,1 in - ~...
-
-
-
-
-
-
-
-
United Soil Engineering, Inc.
?:
VI .
t:'+-
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e
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"-"'" VI~ O~
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~U t:CO uOJ
OJ t:"-
Q.. ::¡Ví
128.5 5.2
so
135.9 7.9
41
104.3 16.4
20
Boring No.
EXPLORATORY BORING LOG B- 1
File No. 4375-51
Direct
Shear
Test
- ...:
~vi
-.:,¿
OJ
- OJ
~~
= OJ
[)
1 -1
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DESCRIPTION
5
2" organic material
Reddish Brown Gravelly Sandy (LAY
moist, very stiff
10
15
130.9 7.4 40 1-4 20
.1
-
129.5 9.9 51 1-5 2S SL
29
Remarks:
N.R. 30
END OF BORING AT 30 FEET
ç
VI .
c::"'-
aJU
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>-
'-
0
123.9 6.0
122.4 8.4
94.1
17.3
120.4 9.7
Remarks:
. ci.~
0 +-' E.,;
aJ d': .~. .
......... VI':: o~
:::¡c:: aJ-- u-
+-' aJ ~ VI . -'=
.~ ë ...; ~ c Õ1
00 aJ..2 oC::
~u c::~ uaJ
aJ C::'-
0... ::JVí
51
33
23
47
Boring No.
EXPLORATORY BORING LOG B-2
File No. 4375-51
Direct
Shear
Test
-~
Uv\
=~
Q)
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ÍS!c,
= Q)
0
0.8
22
2-1
2-2
2-3
2-4
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0
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DESCRIPTION
5
2" organic material
Reddish Brown Gravelly Sandy CLAY
moist, very stiff
10
1 5
20
END OF BORING AT 20 FEET
>-
....
'" .
s::'-
aJu
°à.
>-
....
0
1 27.0 6.6
134.3
131.24.7
114.9 23.5
Remarks:
...; ci.....;
aJ * ,~. E ~
.... .... '" .::= 0 .:;¿
~ s:: aJ-- U -
.... aJ ~ 11\ ..s::
'~E ...; ~ 'E ~
00 aJ..Q oS::
~u S::O:) uQ)
Q) s::""
Q. ::)\/1
72
6.9
78
51
17
Boring No.
EXPLORATORY BORING LOG B-3
File No. 4375-51
Direct
Shear
Test
- ....:
Y"i
-~
Q)
Q)
= ....
{SIC'\
= Q)
0
3-1
3-2
3-3
3-4
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ra
VI
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0
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c:
":
0
0:)
DESCRIPTION
5
2" organic material
Reddish Brown Gravelly Sandy (LAY
moist, very stiff
10
1 5
20
END OF BORING AT 20 FEET
~undQble Deposit Check Request
To: Finance Director
Check Payable To:
Mohammad Estahbanaty
Address - Line 1 :
3395 South Bascom Avenue, #100
Line 2:
City:
Campbell
State: CA
Zip: 95008
Description:
Refund DepositlSecurity
Account Number:
101.2203
Amount:
$3,256.00
Account Number:
Amount:
Account Number:
(Finance Dept only)
101.540.7448
Amount:
(Finance Dept only)
Interest Earned
Total Payable:
$3,256.00
(Exact Amount)
Purpose:
Refund of Monumentation Security ($1,500.00) and
Construction Cash Deposit ($1,756.00)
Receipt.
Date:
97 -171
09/02/1997
09/02/1997
Voucher #:
Permit #:
Approved by:
Title: Land Dev. Engineer Date: 02/20/2001
Title: Land Dev. Manager Date: 02/20/2001
Title: Accounting Clerk II Date:
....
Title: Accountant Date:
Requested
Approved by:
Lynn Penoyer
Finance Dept Only:
Verified by:
~ecial Instructions For Handl ing Check
Mail As Is:
~
Mail in Attached Envelope:
Interim Check:
Return To:
Needed By:
(5 Ùt!, ~ p-vO
(Name) J\~}nè)(",4~A'L -?J{~j"~ (Department) .
....v Si~AL ,::,). . 01
Other: Please note that deposits were originally maCie by Shin Park but possession
of the funds has been transferred to Mohammed Estahbanaty (see attached
document copy).
fin: Forms/excel/chkreq - Revised 05/00
RECElveo
FER 1 0 ¿uu1
PUBLIC WORKS
ADMINISTRATION
Section 1 : Assignment of Rights
This assignment of rights is between Mohammad Estahbanaty & Shirin Behroozian ,
herein after referred to as "Buyers" and Shin Park and Sonia Park herein after referred to
as "Sellers or Assignor", for the property located at 360 Bedal Lane Campbell Ca. Herein
after referred to as "Project".
Assignment: Assignor hereby grants, transfers, and assigns to Buyers all Assignor's
right, title, and interest in and to the following:
Plans and Contracts: The architects and engineer's contract between Assignor and the
Architect, Civil engineer and Soil Engineer for Building Plans, Grading Plans, Street
Improvement Plans for the Project.
Plans and Specifications: All plans, Specifications, preliminary drawings, working
drawings, and models for the project prepared or caused to be prepared by the Architect,
Civil Engineer, Soils Engineer, and any other agencies.
Deposits and Fees: All fees and deposits paid to City of Campbell, School District,
Sanitary District, Water District, PG&E and any other Public Utility or Public Agency for
the project. Any refunds ITom these agencies shall be returned to Buyers.
Section 2 : Release of Liabilities
It is the responsibility of the Seller to pay for all contracts and work done prior to Close
Of Escrow (COE) and shall keep Buyers hannless of any liabilities caused by any contract
that Sellers went into prior to COE including but not limited to Architectural fees,
Engineering Fees, Mechanics Liens, Law Suites and any other litigation made against
Buyers or project as a result of prior contracts that Sellers went into before COE.
Buyer to replace both Performance Bond with City of Campbell and
Sanitary District within 10 working days from CaE.
<. r) r
M.~' J
Attorney Fees: Should any party hereto retain counsel for the purpose of enforcing, or
preventing the breach of, any provision hereof, including but not limited to, the
institution of any action or proceeding, whether by arbitration, judicial action or
otherwise, to enforce any provision hereof, or for damages for any alleged breach of any
provision hereof, or for a declaration of such party's right.s and obligations. hereu?der,
such party shall be responsible for all costs and expenses mcurred hereby, mcludmg but
not limited to attorney's fee for the services rendered to such party,
Sellers/Assignees:
Buyers:
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lhin Park !
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Mohammad Estahbanaty
II-LS -1'7
Date
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Sonia Park
k, prth
/ Date
Shirin Behroozian
Date
STATE OF CALIFOR.NIA
1 County of "'XL /'"\ Jr\
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Title or type of Documeju Jj S ~\ {1 Vì rn {l,,> -J. h f I ~ û\ \J. =--
Number of Pages :? Date off)ocument I' -"', -q 1'..)
Signer(s) Other than named below -
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personally known to me (or proved to me on the basis of satisfactory evidence) to be the person~~) whose name(s) is/are
subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized
capacity(ies) , and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which
the person(s) acted, executed the instrument,
WITNESS my hand and official seal.
SignatUre ~ ~
Notary Public in and for said County and State
(Seal)
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CITY OF CAM.PBELL
Public Works Department
January 3, 2001
Mr. Mohammad Estahbanaty
3395 S. Bascom Avenue, Suite 100
Campbell, CA 95008
SUBJECT:
PERMIT NO. 97-171
LOCATION: 360 Bedal Lane
ONE YEAR MAINTENAl'fCE INSPECTION - ACCEPTANCE
Dear Mr. Estahbanaty:
The City of Campbell has made the fmal one year maintenance inspection of subject Public
Works improvements and find that no remedial work is required.
Your warranty requirements and any surety, therefore, are hereby released.
Please find attached your original Faithful Performance and Labor/Material Bonds which we
are returning to you.
sinceà ~
Alan Rom
Public Works Inspector
MQ
Enclosure
cc:
Permit 97-171
Public Works/Maintenance Division
American Contractors Indemnity Company, 1737 North First Street, Suite 200, San Jose, CA 95112
H: \ word\permits\97171acc(jd)
70 North First Street. Campbell, California 95008-14'23 ' TEL 408.866.'2150 . FAX 4083760958 'TOO 408.866.'2790
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CITY OF CAMPBELL
Public Works Department
August 21,2000
Mohammed Estabanaty
2315 South Bascom Avenue, Suite 210
Campbell, CA 95008
Re:Project Address: 360 Bedal Lane
EP 97-171, Parcel Map No. 69430/31
Monumentation Cash Security
Dear Mr. Estabanaty:
According to the City's records, a $1,500.00 cash security bond is still being retained for setting
the survey monuments for the above-referenced Parcel Map No. 694 30/31. Please provide us
with a letter from your civil engineer/land surveyor that all monumentation has been completed
in accordance with the Subdivision Map Act Section 66495, and the recorded Parcel Map No.
694 30/31, and that he/she has been paid for his/her services. Upon written request for refund of
the security by the party who posted it, the staff will check the site to verify that the monuments
have been set. When the monumentation has been completed, the staff will arrange to have your
security released by the City Council.
According to recorded Parcel Map No. 694 30/31 monuments should have been set on or before
October 1, 1998.
Please respond within two (2) weeks of receiving this letter. Contact David Corona or me at
(408) 866-2158 if you have any questions.
Sincerely,/
~
I. Harold Housley, P.E
Land Development Engineer
cc:
LD File/360 Bedal Lane
EP File/97-171
Alan Hom, Public Works Inspector
Michelle Quinney, City Engineer
Harry Babicka, Westfall Engineers, 14583 Big Basin Way, Saratoga, CA 95070
j :\ld\monuments due
70 North First Street. Campbell, California 95008-1423 . TEL 408.866.2150 . FAX 408.376.0958 . TDD 408,866.2790
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CITY OF CAMPBELL
Public Works Department
March 10, 1998
Mr. Shin Park
15855 Rose Avenue
Los Gatos, CA 95050
RE:
360 BEDAL LANE, PM 96-02, S 97-01, S97-02, S97-03
Dear Mr. Park:
I have received your letter regarding the bonding for the improvements required at 360 Bedal
Lane (copy attached). These improvements were a requirement of your lot split and parcel
map. This requirement was satisfied by you by the execution of a Street Improvement
Agreement, and the posting of bonds to cover the anticipated expense of construction of these
improvements. We would be able to release your agreement and bonds as soon as the
improvements are installed and accepted, or upon presentation of a new agreement and bonds
to replace the existing documents.
We understand the new property owner will be obtaining an encroachment permit and will be
installing the required improvements. The City will require the owner to post performance
bonds to insure the full construction of the improvements required by the encroachment
permit. Following the acceptance of these improvements, the City will record a Notice of
Satisfaction of Agreement and will release your bonds.
We have no reason to withhold an encroachment permit from the current property owner
should he prepare appropriate plans and post the appropriate securities to insure construction of
the improvements.
Sincerely,
~rvLul,.¿ltc- ð! (,~ir Yt>Yl£y-
Michelle Quinney (j
City Engineer
Attachment: Mr. Parks letter dated March 6, 1998
cc:
Bill Seligmann, City Attorney
File: 360 Bedal Lane (PM96-02, S97-0l, S97-02, S97-03)
j : \mq\ld\360bedl
70 North First Street. Campbell, California 95008.1423 . TEL 408.866.2150 . FAX 408.376.0958 ' TDD 408,866,2790
Michelle Quinney, PE
City Engineer
City of Campbell
70 North First Street
Campbell, CA 95008-1423
¡:::; t= CË/I/ËD
~ HAR a 9 1998
A "tlt-/C
OÞ.tIN/Btr:O~1(8
At/ON
March 6, 1998
Re: S 97-01, S 97-02, and S 97-03 - 360 Bedal Lane
Dear Ms. Quinney:
Last year, I subdivided the above property into three lots and sold them to Mohammad
Estahabnaty on December 2, 1997. The sales contract says that the buyer has to replace
both performance bonds with the City of Campbell and the Sanitary District within ten
working days from COE. The sanitary district gave me back the bond I posted and told
me that the new owner has to post a bond and get a new agreement with the district.
The buyer still has not replaced the bonds and it's been three months since he bought
them. I contacted Mr. Housley regarding the agreement with the City of Campbell. He
said that I am still responsible and the city will not release me from the agreement until
the new owner posts a performance bond. I don't know why the city doesn't require the
new owner to post a bond and a new agreement before the construction begins.
Please do not give an encroachment permit to Mr. Estahbanaty unless you release me
from the agreement.
Sincerely,
~jJ~
Shin Park
,
15855 Rose Avenue
Los Gatos, CA 95050
Cc: I. Harold Housley, P.E.
Steve Piasecki, Community Development Director
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CITY OF CAMPBELL
Public Works Department
August 18, 1997
Sherrie Keller
Subdivision Officer
Fidelity National Title Company
2150 N. First Street #310
San Jose, CA 95131
Subject:
360 Bedal Lane, Shin Park Parcel Map
Local Improvement Bond Obligation, APN 406-10-003
Dear Ms. Keller:
Enclosed is our Local Improvement Bond Obligation review letter as per your request dated
August 18, 1997.
Very truly yours,
~~/¿ /~
Cruz S. ez L)
Assistan Éngineer
Enclosure
h: \ word\landdev\bedalbnd(mp)
70 North First Street. Campbell, California 95008,1423 ' TEL 408.866.2150 . FAX 408.376.0958 ' TOO 408.866,2790
CI'lY OF CAMPBELL
PUBLIC WORKS REVIEW
WCAL IMPROVEMENT
BOND OBLIGATION
Date ~ - \..'è::> - q,
1R/PCL MAP NO. \-t þ....
APN 40 to-lQ) - e>o~
IMP DIST NO. We:> 4t:=:
Public Works review for Local Improvement Bond Obligations on subject lands has
found:
~ No bond obligations are or will become due within the next fiscal year.
0
Bond Obligations are or will become due within the next fiscal year.
0
On
County
an assessment schedule was submitted to the
0
An assessment schedule is enclosed
0
Applicant shall prepare an assessment (or amended) diagram. Submit same for
Public Works approval and preparation of assessment schedule.
a~.
CRU Z
/
A IT R
TItle
.fyh1ic Works
Department
.1!l.1L.First Street
Address
Campbell. CA 95008
~
Telephone Number
FIDELITY NATIONAL TITLE COMPANY
2150 N. FIRST STREET #310
SAN JOSE, CA 95131
Phone: (408) 324 -4900
Fax: (408) 432-7572
MEMORANDUM
**************************************************
TO:
CITY OF CAMPBELL
70 N. FIRST ST.
CAMPBELL, CA. 95008
ATTN: CRUZ S. GOMEZ
'6/t?)JC1 7
FROM:
SHERRI KELLER
Subdivision Officer
RE:
PARCEL MAP FOR SHIN PARK/BOND REVIEW LETTER
**************************************************
PLEASE ISSUE YOUR BOND REVIEW LETTER FOR THIS MAP. THE APN IS 406-10-003
AND THE ADDRESS IS 360 BEDAL LANE.
P EASE CALL THE UNDERSIGNED AT (408)324-4900 AND I WILL
SSENGER PICK-UP.
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WESTFALL ENGINEERS
14583 Big Basin Way
Saratoga, CA 95070
Telephone (408) 867-0244
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
CLOSURE AND AREA CALCULATIONS REPORT
Distances/Coordinates are in Feet
SHIN PARK PARCEL MAP
BADAL LANE, CAMPBELL
96101
July 29, 1997
DSK4:BEDAL.REP[163,4]
********** STREET CENTERLINES (C/L) **********
***** Closure: LANDS OF SHIN PARK *****
***** Closure: BEDAL PARK COURT *****
6
594
N 00 24 33 E
S 54 16 54 W
6.36
53.23
End
Point
6
594
32
End Point
Stored Coordinates
North East
3489.0062 3929.9955
3495.3617 3930.0409
3464.2850 3886.8222
Start
Point
Bearing
Distance
C/L LENGTH is 59.59 feet.
*** Above C/L is not a closed area.
******************************************************************************
***** Report Summary *****
END OF REPORT
Page
1
CITY OF CAMPBELL
PUBLIC WORKS DEPARTMENT
ENGINEER'S ESTIMATE
Address: 360 BEDAL LANE. SHIN PARK
ENCROACHMENT PERMIT NO. 97-171
Date:
Application No.
8/IS/97
PM 96-02
ITEM UNIT PRICES FOR PROJECf AMOUNT
NO, DESCRIPTION UNIT QTY <S30K S30 K to SISO K > SI50 K S AMOUNT
I. SURFACE CONSTRUCfION
MOBILIZATION I LS S 7S0.00 S 7S0.00
CONSTRUCTION TRAFFIC
CONTR 0 LCONTRO UPHASIN G I LS S 7S0.00 S 7S0,OO
CONSTRUCTION STAKING I LS S SOO.OO S SOO,OO
CONSTRUCTION TESTING I LS S 7S0.00 S 7S0,OO
II. DEMOLmON/CLEARING
1. CLEARING & GRUBBING I LS S 720,00 S 720.00
2. SAWCUT P,C.C.JA.C.(UP TO 6") 14 LF $4.50 S3.00 S2.00 S 63,00
3, P,C,C. REMOVAL 4S SY S30.00 S23,OO SIO.OO S 1.3S0.00
4. CURB AND GUTIER REMOVAL 80 LF S6,OO S3,OO S2,OO S 480.00
S. MEDIAN REMOVAL SF $4.50 S2.25 SI.25
6. DEMOLISH EXISTING INLET/PLUG RCP'S EA S300,OO
7 AC REMOVAL 480 SY S23,OO
m. srORM DRAINAGE
1. 12" R.C,P, (CLASS V) LF S6O,OO S4O . 00 S20.00
2. IS" R.C-P. (CLASS III) LF S6S.00 S48 ,00 S38,OO
3, 18" R.C.P. (CLASS III) LF S70.00 S6O ,00 $52.00
4. 24" R,C,P. (CLASS III) LF S80.00 $68.00 SS9,OO
S, 30" R.C,P, (CLASS III) LF S90.00 S7S,OO S65 ,00
6. T.V. INSPECTION (12") LF S 1.20 $O.7S $0.60
7. STD. DRAINAGE INLET EA SI.600.00 SI,300,OO SI,OOO,OO
(C,C, DETAIL S)
8. FLAT GRATE INLET EA SI,400,OO SI.IOO,OO S900,OO
(C.C. DETAIL 6)
9, STANDARD MANHOLE EA S2,OOO.00 SI.600,OO SI,300.00
(C.S,J. DETAIL D-ll)
(INCLUDES FRAME & LID)
10. BREAK AND ENTER M.H.JD,L EA S700,OO SSSO.OO $4S0,OO
Page 1
ITEM UNIT PRICES FOR PROJECf AMOUNT
NO. DESCRIPTION UNIT QTY <$30K $30 K to $150 K > $150 K $ AMOUNT
IV. CONCRETE IMPROVEMENTS
1. SIDEWALK 531 SF $6.50 $4.50 $2,75 $3,451.50
2. DRIVEWAY APPROACH 677 SF $7.50 $5,50 $3.75 $ 5,077.50
3. CURB AND GUTIER 220 LF $22,00 SI8.00 SI5.00 S 4,840.00
4. VALLEY GUTIER SF S12.50 SIO,OO $8,25
5. CURB RAMPS EA SI,200.00 S800.00 $700,00
6. TYPE B-1 CURB LF $12.00 S9.50 $7.50
7. TYPE AI-B3 CURB LF SI5,OO SI2.00 $10,00
8. COBBLESTONE MEDIAN SURFACE SF SI2,OO S8.00 $5,00
9, P,C.C, DRIVEWAY CONFORM SF $7,00 $5.50 $4.50
10, A.C. DRIVEWAY CONFORM SF $4.50 S3.75 S3,OO
V. PAVEMENT
1. ASPHALT DIGOUT AND REPLACE CF $2.00 S3.50 S2.50
(IO"XI2'XII5' PCC SLURRY)
2. PAVEMENT WEDGE CUT (6') LF $5,00 $2.50 $1.50
3. PAVEMENT GRINDING 1008 SF $0.80 $0.50 $0.35 $ 806.40
4, PAVEMENT FABRIC (PETRO-MAn SY S2.00 $ I.85 $1.50
5, ASPHALT CONCRETE (TYPE A) 117 T $80,00 S50.00 S35.00 S 9,360,00
6, AGGREGATE BASE (CLASS 2) 105 T $40 . 00 $20,00 SI2.00 $ 4,200.00
7. SLURRY SEAL (TYPE II) SF $0.07 $0.06 $0.05
8, SLURRY SEAL (TYPE III) SF $0.11 $0.09 $0.07
VI. TRAFFIC SIGNALSILIGHTS
1. DETECTOR LOOP (6' ROUND) EA $450.00 S300,OO $250.00
2. DETECTOR LOOP (6' x 30') EA $650.00 S540,OO $440 . 00
3. DETECTOR LOOP (6' x 50') EA $900,00 $750.00 $640 . 00
4. ELECTROLIER 1 EA S2.600,OO $2,200.00 $1,800.00 S 2,600.00
5. I 1/2" RIGID CONDUIT 110 LF S9,OO $7.00 $5.00 S 990 . 00
6. 2' RIGID TRAFFIC SIGNAL CONDUIT LF $17.00 $13.00 $10.00
7 CONDUCTOR 350 LF $0.70 $0.55 $0.45 S245.00
Page 2
ITEM UNIT PRICES FOR PROJECT AMOUNT
NO. DESCRIPTION UNIT QTY <$30K $30 K to $150 K > $150 K $ AMOUNT
8 PULL BOX (NO.3 1/2) 2 EA $300,00 S24O,OO SI8S.00 $600.00
9 TRAFFIC SIGNAL PULL BOX (NO, 5) EA $400 . 00 S350.00 $300.00
10 PULL ROPE LF $0,55
VII. STRIPING AND SIGNS
1. REMOVE PVMT. MARKINGS (PAINT) SF $2.50 SLSO $1.00
2. REMOVE PVMT, MARKINGS (THERMO) SF S3.00 S2.00 $1.40
3. REMOVE PVMT STRIPING LF SI.4O $0.80 $0.40
4. STRIPING DETAIL 9 LF $I.35 $0,85 $0.35
5. STRIPING DETAIL 29 LF S2.25 SI.6S SI.20
6. STRIPING DETAIL 32 LF $2.40 $1.75 $1.25
7. STRIPING DETAIL 37 (THERMO) LF S I.85 S 1.50 SI.OO
8. STRIPING DETAIL 38 (THERMO) LF S2.50 SI.8S SI.I5
9, STRIPING DETAIL 39 LF $1.50 $0,85 $0.45
10. STRIPING DETAIL 40 LF $2.20 $1.70 $1.00
II. LIMIT LINE LF SI.35 Sl.05 $0,90
12. CROSSWALK LF SI.35 SI.05 $0.90
13. PAVEMENT MARKINGS (PAlm) SF $2.50 SI.90 SI.60
14. PAVEMENT MARKINGS (THERMO) SF $5.50 S3,80 S2.60
15. PAVEMENT MARKER (NON-REFL,) EA $4.50 S3.00 S2.20
16. PAVEMENT MARKER (REFLECTIVE) EA $6.00 $4.15 $3.15
17, TYPEKMARKER EA S95.00 S80.00 S70.00
18. TYPE N MARKER EA $95.00 S8O,OO S70,OO
19. SALVAGE ROAD SIGN EA S85.00 S75.00 S65 . 00
20. RELOCATE ROAD SIGN (W81 ON NEW POST) EA SIOO.OO SI45.00
21. INST, RD. SIGN ON EXIST. POLE EA $200,00 SI45,OO SIIO.OO
22. ROAD SIGN WITH POST 2 EA S300.00 S24O.00 $195,00 $600 , 00
23 INSTALL 1226S SIGN WITH POST EA S24O.00
24 STANDARD BARRICADE LF SI5.00
Page 3
ITEM UNIT PRICES FOR PROJECT AMOUNT
NO, DESCRIPTION UNIT QTY <S30K S30 K to S150 K > S150 K S AMOUNT
VIII. LANDSCAPING
L IRRIGATION, PLANTING WORK LS
2 PRUNE TREE ROOTS EA $125.00 $100.00 $85.00
3 TREE REMOVAL EA S650,OO $500,00 S4OO . 00
4, ROOT BARRIER (12") LF $20.00 $10.00 $6.00
5. ROOT BARRIER (18") LF $25,00 SI5.00 $10,00
6. STREET TREE (15 GAL) EA $450,00 $325.00 $250.00
7. STREET TREE (36" BOX) EA $700.00 $550.00 S4OO. 00
8. TOP SOIL BACKFILL CY $15,00
9 IRRIGATION LS S675.00
IX. MISCELLANEOUS
L PEDESTRIAN BARRIER LF $75.00 S60,OO $50.00
2. CHAIN LINK FENCE (6') LF $15,00 $11.50 $9.25
3. RAISE MISC. BOX TO GRADE EA $300.00 $200.00 $175,00
4. RAISE MANHOLE TO GRADE I EA S4OO, 00 $275.00 $200.00 S4OO. 00
5. INSTALL MONUMENT BOX 3 EA $450.00 $350.00 $300.00 $1.350.00
6. MEDIAN BACKFILL CY $19.00 $17.00 $15,50
SUBTOTAL $39.883,40
PREPARED BY: CRUZ S. GOMEZ "=- ~ ~\"S-'9.l
10% SECURITY ENFORCEMENT FEE $ 3,988.34
REVIEWED BY: L HAROLD HOUSLEY
TOTAL ESTIMATE FOR FAITHFUL $43.871.74
APPROVED BY: MICHELLE QUINNEY PERFORMANCESECURIrY $43.900.00
.See Section 66499.4 of the Map Act.
H:\360BEDAL(MP)EXC.
Page 4
LAST TRANSACTION REPORT FOR HP FAX-700 SERIES
VERSION: 01.02
FAX NAME:
FAX NUMBER:
CAMPBELL PUBLIC WKS
408 3760958
DATE: 18-AUG-97
TIME: 10:17
QAIE
18-AUG
I.ll:1E
09:57 S
REMOTE FAX NAME AND NUMBER
4088676261
DURATION
0:02:39
eG RESULT
5 OK
DIAGNOSTIC
65384010016A
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ì .
CITY OF CAMPBELL R E C E , V E D-
DEPARTMENT OF PUBLIC WORKS JU.L- 8 0
ENGINEERING DIVISION --.1997
. PUBLIC WORKS
CHECKLIST FOR STREET IMPROVEMENT PLAN~DM'NISTRATION
APPLICATION NO:
ADDRESS:
ENCROACHMENT PERMIT NO.
R-ICEIVED
JUN - 2 1997
Instructions: This checklist provides advance notification to applicants fflJ~OK~tQ~~
Campbell's final street improvement plans and submittal requirements. ~~'~1itAlf2~list
will expedite your application through the City" s review process.
Prior to submitting a final street improvement plan list to the City Engineer, please place an
X in the space to the right of each item below to indicate you have complied with. or place
N/ A to indicate that the particular item does not apply. Review applicable sections. which
are referenced in parentheses, before checking off each item.
ITEMS OK N/A CITY
COMMENTS
1. GENERAL
1 Applicable General Notes included. (Attachment A) ¿
., 24 "X36" sheet size used. including borders. t/ e:.~~
- 1~~c..1~ ---
3 Title Block/scale/north arrow shown. / Þ..-~
~~ t"'~
4 Plans capable of microfilm reproductions - minimum V
1/8 inch lettering. o~-
5 Engineers name, number, expiration dare and -=s~ p \
signarure included. V <:::;. \. GI/-:) c::=I ::>c...
=;.~
6 \ Vicinity Map shown (must be microfilmable). V io-. I ---.,") <:>l"{ ~.
'-D~-n~L
7 Sheet Index and key map included for 3 or more h.:JP ~ t -\-c,:~=::~
~---
sheets. b~L~""'"
8 Limits of Public Works inspection clearly shown on CùUA ,Q LE "t1 ~
t/ "'\'-< (J( CZ-¡'--o:.:. L
plan, typical section, and bond estimate. ""-",ê'7'c::.:>\ LC> þ...~
9 Street light locations/legend/PG&E signatUre shown. ~~~ ~--
~l~~"""",:", 6.0.-
-
*"
..;;.
:'Çl1L:G;=
I
-
ITEM S OK N/A CITY
COMMENTS
10 Request for annexation to Lighting District
submitted. t~cc.ompanied by map & meref and V
bounds descnptlon and annexation fee). ~.
11 Curb grade plans prepared by Public Works have
been incorporated into improvement plans and vi
verified as adequate. ¿~~
12 Curb grade plans prepared by Engineer for review by f>t"2c>~ lr<>e- ~ -.:
Public Works and cross-sections @ 50' max. ~. st- PI'-ð(' :::::,""'..
tJ ~ -~~T\.C> ....:r~
intervals along road frontage and extënding 150' min. ~-~ f"r:..("2-T Q) i2-
beyond limits of work. ProfIle line,centerline.& E.P. p f...þ:,. ~ ~~
13 Signing and striping plan plus existing striping r"=~ ~ .4\-
included in improvement plans. t/ ('" t-...c. ~ -,,<:; ~"';;:.
14 Development No. (SUB,MS,LUP ,DP) shown on PM qG:,- ó ~
each sheet.
15 Fire District signature shown for access and fIre "'~ ~ .~
hydrant location. L/ Pt~~ ~ 0
~\J::'~"'" ......,
""
16 Verification of land rights for off-tract work (title \-..t rc= L.. ~
repon, recorded easement. etC.) V "'-.Q ~ì-:\ \ë:- L c:.ç., \\
TC::. '~--r-~~""t' l
17 Permits required from other agencies (Fish & Game. ~~,~ Po ~
Caltrans, Anny Corps of Engrs. Flood Control,etc.) V Y'4 x::- ~ ~G þ~~
~ c- '-/) Lt...:J t:: b
18 Right of entry submitted for review for all off-tract ¡/ c:::;. e--.~
work. ...&=-lGc.
19 Plans for landscaping within the public right-of-way Fs'~~' ---"
submitted for review. v' T~~\
\ 12.~\ ~ TLC Ù
20 Fence required along water district canals. V ~'" ~t
p~r,-, -
21 Water testing required before paving for grades less V
~1%.
C~
~
~
~
~
\3..0-
'\
-2-
-=.
ITEMS OK N/A CITY
COMMENTS
II. ROADS
A. Typical Sections
1 StructUral sections indicated per R-value. vi ~ u <:...C:> ~ \,~ \
..c::- \. \.S'"
2 Curb type indicated. V \u~\~"t ~
T-< If> ~ J'::j- ~
3 Right-of-Way and street width dimensions shown. V ~ ld-ê:::. ~
Q \. \.A-1.~ ç ÜÚ~
0+ 2: 1 max. cutlfill slopes shown beginning @ R/W
lines - Soils Repon verifying exceptions. t/
5 Crown Slope indicated. I vi ~\.dö~ \,~ þ~
~tš:f~.<-
6 Sidewalk shown. ~
7 Pedestrian or bike paths shown. t/ ~~
~f' ~ ~
8 Pavement Design ChaIT shown with T.1. values for . / ,'n-
"""'"
reVIew. L/ ~.;:.U~~ \, ~-"- I _-:::.
<:S:;. ~
--
-3-
--
ITEM S OK N/A CITY
COMMENTS
B. Plan Views
1 Radius of curvature shown on all curves. (/ ~\
=:;~L
2 20' curb rerum radii shown for major thoroughfares ~/ '""2..C:;) \ \:~'O D-
and industrial streets. \"Z)~L . rz-
3 24' min. curb opening for private road imersection. /
~-~-
4 Horizontal curves and sight distance designed per /
Highway Design Manual. c.. -=x:::;...
5 Cul-de-sac radii (35' min.) shown. V \~l? -=- ~ b~
6 Private road tUrnarounds shown. ~
7 RlW and stteet width dimensions shown. ¡/ ~~
t::>l L4..~ ~ lÖ
-
8 Centerline stationing shown at 100' intervals and at v ' ~~~~
all curves. B.C., E.C. ~ na ~
9 Lot/parcel lines and numbers/letters indic:ued. J..L
10 Valley gutters indicated. Flag flow lines :it quarter -...Þ<--~
V ~ -rretC.-
points on curb retUrns and valley gutter centerline. ~\'~ ::"i
~'~~/':;)L ..."
11 Stationing and offsets of all drainage strUCtUres V ~~
shown. c ~~~~ --.,.,
12 TIC elevation at all drain structUres w/invert and FL
elevations shown. (Invert and FL elevations may be
shown on profùe if preferred. If profile is not on V
same sheet as plan view, TIC, invert, and Fl
elevations must be shown on profùe.)
13 Drainage easements shown and dimensioned ¿¡:~<;j
14 Location of underground pipes and utilities shown. /" ~~ \.ù{d ""I
~I l t?~~ þ~
i--... . ,
15 Street monuments shown. V
16 Off-tract slope easements shown, with x-sections, --
topo and offer of dedication for slope easements (/
submitted for review. ~~
17 Pedestrian Paths shown. Basic grades shown. ~ e~
~ 6.Æ-~.
18 Wheelchair ramps shown at retUrns per StateStd.Plan vi GU~
t::::> .J'" A ~
,..:)
\?=-
~
~
-4-
c.
ITEMS
Profiles
1
V~rt curves designed for proper spe~ds per Highway
Design Manual.
Î
Minimum vert curve lengths observed.
..,
-'
Curb retUrns and cul-de-sac profiles shown (high and
or low pts. indicated when venical curve is used),
4
Vertical curve used for grade breaks gt'e:Her than
2 %. (3 % on sag curves).
6 % maximum gradient observed @ imersecting
streets.
5
6
7
69ó maximum grade obseryed across intersection.
1 % minimum grade observed on all streets.
8
9
Maximum street grades per ordinance.
Underground pipes and Utilities shown.
10
Existing ground on centerline shown. Where
topography is steep. existing ground left and right of
centerline has been shown. Cross sections may be
required.
Finish grade profile for cemerline and for top of curb
shown (left & right) if special grades required.
11
12
Cul-de-sacs all have 1 % to 4 % cross slope between
gutter lip and high point.
Super elevation grades shown where required by
Highway Design Manual.
13
14
Back of curb flow diveners indicated on proposed
county streets with grades over 59ó when no sidewalk
installed.
15
Centerline profiles of intersecting streets shown to
their point of intersection. (Showing curb retUrn or
other profiles in lieu of the cemerline profile is not
an adequate or correct represemation.)
Off-tract profile to catch pt. shown where road is
constructed to subdivision boundary,
16
-5-
OK N/A
CITY
COMMENTS
¿/
~~
t/
~&
A::l.L.'
~
v
ð7~
v"
&-¿
~
~
&i:~
d3~
'LA ~,
~ ;:::
\4, :;). j ~ '€--- Cï:~
t --
t:::.\~'Ø. \.~ ::.:.
--
't;;; ~n-e::. (=b -.: "=" .:>
~ - "'5.ec:sr\ 6K...: .,..~
v
/
~ ~ q,L b~~
~ ~-~~~
~ LC;>~<:.;>
-
v
es-4
v
C-~
c:::::\ ~ c, '") <:::s:t ~ ~ ~- ~ ¡
..~ V2:)?e~---
. .-
¿/ ....~\G"t"(IL ~~
. r'. r:. ~ \.....LJ i-=> C F-
~ ~~L..
J
ITEMS OK N/A CITY
COrvl~'lENTS
17 Centerline stations and elevations shown @ 100'
minimum intervals and @ all BVC. EVC. PIVc.and ¿/
grade breaks. þ;~
18 Profile slopes indicated. J """'" .,,"'"
"(
-6-
ITEMS OK N/A CITY
COMMENTS
III. DRAINAGE
A. Hydrology- Hydraulics
1 Contour maps-continue for 100 feet + beyond ~ ~~
property. ~.~L
ì 100 year water surface calculations completed when
-
natural watercourse or draina!!e facilitv flows throu2:h
-. - ¡j
or adjacent to subdivision or the property lies within
flood hazard or flood prone area and \vater surface c --:.C'~G;;-
shown on plans.
... EGL, HGL, FI. EI. Q,A.S.V. freeboard at
.)
structures, structure losses. tail water assumptions, V
super or subcritical flow all indicated. &--~
-+ Adequacy of in-tract drainage system verified. ,/
J All starting water surface calculations adequately
verified. (When computing beginning watersurface in V
natural watercourse and no obvious point of comrol
is available, begin 500' downstream and work up to
point in question.)
6 Adequacy of off-tract drainage syste"m verified. /'
-7-
ITEMS OK N/A CITY
COMMENTS
B. Easements
1 Off-tract drainage improvements (plan and profile)
and accompanying easements shown. Off-tract offers t/
of dedication for drainage easement submined for
reVIew. '-~~
., Off-tract work to be done bur no easement
- v I
requirements. Right of entry submitted for review. r...:-'-7:~
.... Easement widths indicated for (a) Cló~ed conduits.
~ V
(b) Open channels.
4 Sufficient X-sections submitted to verify easement V
widths and Development rights for open channels. c=:~
5 Access and ingress easements shown, graded to be V
useable.
~",ê-
6 Minimum 12' ingress easement to public way t./
provided to all access easements. C~G.¡-
7 Minimum 40' centerline radius for access -:asements
shown. (/
c--~~
8 Structure setback line indicated and location verified t/
with X-sections for unimproved channel. c.:-- ~
9 Fences shown as required where street crosses vi
watercourse or drainage structure. c..c-~
10 Fences shown as required at outside boundaries of
open lined channel easements and water district r/
canals. C;""""' ~
-8-
ITEMS OK N/A CITY
COMMENTS
C. Structures
1 Inlet depths without maIÙ1ole bases and max. dia.
pipes through inlets observed.
Type A 6' CC 3011 36" front 30" side V '
Type B 12' CC 3012 30" side
Type C 4' CC 3013 36" from 24" side c-;:;c:.
"1
Type D 6" CC 3016 36" front 24" side
Type E 4' CC 3017 36" from 24" side
') Max. diameter pipes through manholes' observed.
Type I 24" CC 3020 v/
Type II 42" CC 3021
Type III 60" CC 3022 C- <:--4
3 1.25' minimum freeboard in inlets and maIÙ1oles. 6~;..
4 HGL shown in all structUre profiles. {/
é:~:> G--.
5 Type C inlet shown with grate unless in pedestrian V
area, FL elevation of side opening also indicated. e.c:;-c.ç.
6 StructUre type indicated on plan or on structUre list t/
on same plan sheet. ~G-:-
7 Type B or E inlets used on streets with grades 6 % or /
steeper. 0"';;4
8 Ladder grab irons provided for maIÙ101es over 12 /
feet deep. ~Gþ
9 Gutter spron lengths for A or B inlets specified for _1/
profile grades 3 % or greater.
""
10 Indicate internal dimensions of non-county standard tI
drainage structures used in private systems. :2.C::;:~
-9-
ITEMS OK N/A CITY
COMMENTS
D. Pipe
1 Closed conduit minimum slope of 0.003 observed. ~
2 NatUral watercourses are placed in closed conduits
for flows less than 80 cfs. v
a-~
.., Gage of corrugated steel or aluminum pipe noted on
j
plans. V
"..::?:"~"
4 Water directed into inlet does not reverse [he
direction of flow. V
c.c-~
5 Minimum centerline radii of pipe checked. Beveled
RCP lengths specified (bevel one or both ends) and V
stationing of E.C. and B.c. indicated. ~
6 Outlet protection for closed conduits or lined
channels provided. v'
C--~
7 2' minimum cover over pipe observed (provided
manufacturer specs does not require more) unless /
special design and cales. submitted, 3' minimum
cover for plastic pipe. 6;:J~
8 Design Q shown on pipe profile. efu
9 Minimum cleansing velocity of 2 FPS with half V
design flow observed. é:.5 Go
10 18" minimum pipe size. v
é'-=-- ~
-10-
ITEMS OK N/A CITY
COMMENTS
E. Channels
1 Maximum velocity in earth channel verified by soils v
report - minimum velocity 3 fps. --<:""'Ls;::-
C-ò-
2 Improved earth channel side slopes shown to be 2: 1
or less steep as specified by soils report. I~
3 Lined channel side slopes as specified by soils report. l.--fu
4 Areas noted to be cleared of structure$, trees, brush, /
and debris within natural channel and watercourses.
r~,--
j: \harary\impropln.lst
-11-
GENERAL APPROV AL NOTE:
Approval of these plans does not relieve the developer/permittee of the responsibility for
correction of mistakes, errors, or omissions contained therein. If, during the course of
construction, public interest requires a modification of these plans, or a Standard
Specifications and Details of the City of Campbell, the City Engineer shall have the
authority to require such modification and to specify the manner in which the same is to
be constructed, at no cost to the City.
APPROVED for improvements within the public right-of-way as to design only based upon
information submitted hereon.
Michelle Marie Quinney, P .E.
Acting City Engineer
City of Campbell
RCE #44144, Exp. 6-30-97
Date
SEAL OF ENGINEER OF WORK:
I hereby declare that I am the Engineer of Work for this project, that I have exercised
responsible charge over the design of the project as defined in Section 6703 of the Business
and Professions Code, and that the design is consistent with current standards.
I understand that the check of project drawings and specifications by the City of Campbell
is confined to a review only and does not relieve me, as Engineer of Work, of my
responsibilities for project design.
Engineer of Work, P.E.
Firm
Address
Telephone
RCE#
Date
Exp.
h:approval.nte(mw)
Westfall Engineers, Inc.
14583 Big Basin Way
Saratoga, CA 95070
tel: (408)867-0244
fax: (408)867-6261
RECEIVED
~,JI91
TRANSMITI AL
PUBLIC vv v.".".:)
ADMINISTRATION
DATE:
TO:
FROM:
RE:
fl/!!!t!;2, 1997
. HAROLD HOUSLEY
JITKA CYMBAL
SHIN PARK SUBDIVISION, BEDAL LANE
ENCLOSED ARE FOLLOWING DOCUMENTS:
2 SETS OF PARCEL MAP
1 SET OF CALCULATIONS
1 COpy OF PRELIMINARY TITLE REPORT
1 CHECK LIST FOR PARCEL MAP
1 SET OF DEED AND RECORDED MAPS
2 SETS OF STREET IMPROVEMENT PLANS
1 CHECK LIST FOR IMPROVEMENT PLANS
1 PRELIMINARY COST ESTIMATE
1 STRUCTURAL DESIGN FOR FLEXIBLE PAVEMENT AND R-VALUE TEST
2 COPIES OF GRADING PLAN
1 CHECK LIST FOR GRADING PLAN
1 COpy OF SOILS REPORT
4
WESTFALL ENGINEERS, INC.
Consulting Engineers
SHIN PARK SUBDIVISION
~'JtJ;r!fiJ7
STRUCTURAL DESIGN FOR FLExmLE PAVEMENT
R-VALUE OF THE IN-SITU SOILS = 51
DESIGN REQUIREMENT PER CITY OF CAMPBELL TI=5
GRAVEL EQUIVALENT GE = 0.0032 (TI) (l00-R) = 0.78
MATERIAL
THICKNESS
GE
--------------------------------------
A.C.
CL.2 A.B.
4"
4"
0.75
0.39
--------------------------------------
TOTAL
1.14
14583 BIG BASIN WAY
SARATOGA CA 950/0
TEl 1408) f3670244
FAX (4m3) 8,,76;)61
96101
RECEIVED
JUN - 21997
PUØLIC WORI<.~
ADMINISTRATION
USE MINIMUM STREET SECTION AS PER CITY OF CAMPBELL REQUIREMENTS
~)URVEYING
CIVil
~;T HUCTURAL
~ .
. APR-3ø-97 L-JED 11:~ At'1 ASIANt'1At'U;:'~ECORDS
1J4/3ß/19':17 68:19 4P.!3'38Ð. j!;, '-"'.'-- -.
412183'355952
P.Ü2
V'\
~ 22
u
z
~ 20
CI::
Ë 18
:ï:
g 16
CiJ
~ 14
In
>-
cO 1..,
In ..
to
~ 10
u
~ 8
ffi
Ë) 6
u
-
1.4
I
EXUD~'.TION PRESSURE (P.S,I)
GOO 700600 SOO 400 300 200 100
I
4
RESISTANCE, R-YAWr TEST V
STAn Of CALIFORNIA /'
. /
TESí METHOD NO. CALIFORNIA 301.F
V
V -
/ L\
'/ .
'/ \
., .
/ \
V I
V I 1\
'/ -
'/ " ..
'/ I \
V I
I
V I
V I
V I
, /' i
'/ I
V
1/ 1
1/ ! '-
/ I
I
2
0
0 2 4 f, 8 10 12 14 16 J8 20 22 2:4 26
COVER THICKNESS BY EXPANSION PRESSURE - INCHES i
SAMPLE:
DESCRIPTfOt-<:
I
I
i
A !
I
¡an Brown Gravelly Sandy Silty C::LA Y
I
I
A r~!¿~- C'~J
,208.0 '226,0 ,I 391.0.
8, 0 '-U.~O 1 9.0 ."
35.0 ;56.0 S2.0
-W.O 135.0 67.0
10.5.- 110.4 9.8.-
,,124'1-'-1,:126.0 -.!.ll,z.~ J
;::; (Sh)
-1-- -'-'..-"
-,---
..-.--.
$P(CIME_~_.-
EXI-JpATION PRESSURE (~.S.I.)
EXPANSION Ç)I/\t (,0001 ")
E.xPANSIOr-: PRessuRE (P.S. F.)
R~~ISTANCt ~~I.l)E, "R" - -'
% M~!STI)~.E AT lEST.
~.EN~':~.3T TES~(P.C..F,)..
R-VALuE-\r 300 PS.I
EXUDA TIC::' PRESSU~E
United Soil Enç1ineering, Inc.
3476 Edward Avenue
Santa Clara, CA 95054
(408) 988-2990
R-VALUE TEST
FiI@ No. 4375-51
Proposed Resìdential;
Subdivision'
Drawn by: T.H,
I
I
360 Bedal Lane I
Campbell, California I
I
Scale: NOT TO SCALE
-,
100
90
80
70
\-L1
60 ::¡
<t:
so :>
40 Q;
30
20
10
0
FIGURE
6
April
1997
EXHIBIT A
FUTURE DEDICATION FOR STREET PURPOSES
Beginning at the northwestern corner of lands of S. Rossi as shown on the Record of Survey
Map recorded in Book 64 of Maps, at Page 40, Santa Clara County Records; thence along the
northerly boundary of said parcel and southerly right of way line of Bedal Lane North 89
Degrees 52 Minutes 00 Seconds East a distance of 35.00 feet to the beginning of a 20.00 foot
tangent curve, concave to the Southeast, thence Southwesterly, leaving said line, along said
curve, through a central angle of 90 Degrees 00 Minutes 00 Seconds an arc distance of 31.42
feet, thence tangent to said curve, South 00 Degrees 08 Minutes 00 Seconds East a distance of
34.00 feet to the beginning of a 38.00 foot tangent curve, concave to the Northwest, thence
Southwesterly, along said curve, through a central angle of 52 Degrees 45 Minutes 08 Seconds
an arc distance of 34.99 feet to the westerly boundary of said parcel; thence non-tangent to
said curve, along the westerly boundary line North 00 Degrees 08 Minutes 00 Seconds West a
distance of 84.25 feet to the point of beginning of said description.
Containing 0.028 acres more or less.
25'
25'
BEDAL
LANE
L
.
~
N 89'52'00" E 120.00'
/-::i:.PÇf~ / R=~;. 00' 'lJ5.00' --
~ ¡j=90'OO'00"
~ L=J!.42'
~,~j
~~~.
';ßâ~
~~~~
~~:7 R=J8.00'
~~ ~=52'45'O8"
~t/ L=34.99'
I
I
I~
1<:)
I~
--
~ I
<:)1
<:)
~
<:)
.
<:)
<:)1
<I
LANDS OF PA TRON
~
I
I ~
<:)
<:)
~
<:)
.
1<:)
1<:)
<
.
0)
ICI..!.
r
I
I
-_J
I
I
L_-
N 89'52'00" E
120.00'
""d
EXHIBIT B
A PLOT TO ACCOI1PANY DESCR IPT ION
FUTURE STREET DEDICA TIDN
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
WESTFALL ENGINEERS
14583 Big Basin Way
Saratoga, CA 95070
Telephone {408} 867-0244
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
CLOSURE AND AREA CALCULATIONS REPORT
Distances/Coordinates are in Feet
SHIN PARK PARCEL MAP
BEDAL AVENUE, CAMPBELL
96101
December 09, 1996
DSK4:96101T.REP[163,4]
**********
BOUNDARY (BDY)
**********
***** Closure: PARK'S BOUNDARY *****
start End
Point Bearing Distance Point
59
59 N 00 08 00 W 157.54 201
201 S 89 52 00 W 25.00 202
202 N 00 08 00 W 58.01 203
203 S 89 52 00 W 133.52 204
204 S 00 08 00 E 129.50 205
205 S 41 38 00 E 46.82 206
206 S 00 08 00 E 50.27 207
207 S 89 48 45 E 127.50 59
Closure ERROR: N 88 31 50 W 0.0019 ft.
Closure precision: 1 / 383241
BOY PERIMETER is 728.16 feet.
End Point
stored Coordinates
North East
4823.8462 5021.5766
4981.3858 5021.2100
4981.3276 4996.2101
5039.3375 4996.0751
5039.0267 4862.5555
4909.5271 4862.8568
4874.5333 4893.9622
4824.2634 4894.0792
4823.8462 5021.5766
4823.8462
0.0000
5021. 5785
-0.0019
AREA of PER PRELIM is 30547.57 SF.....or 0.7013 Acres
Page
1
***** Closure: PATRON BOUNDARY *****
End Point
start End stored Coordinates
Point Bearing Distance Point North East
201 4981. 3858 5021. 2100
201 N 89 52 00 E 120.00 229 4981.6650 5141. 2097
229 S 00 08 00 E 180.55 230 4801.1155 5141. 6299
230 S 89 52 00 W 120.00 231 4800.8363 5021.6302
231 N 00 08 00 W 180.55 201 4981.3858 5021. 2100
Closure ERROR:
0.0000
BDY PERIMETER is 601.10 feet.
AREA of EXISTING BOUNDARY PER DEED is 21666.00 SF.....or 0.4974 Acres
******************************************************************************
********** RIGHT-OF-WAY (ROW) **********
***** Closure: PROPOSED RIGHTOF WAY *****
***** Closure: FUTURE DEDICATION *****
Start End
Point Bearing Distance Point
201
201 N 89 52 00 E 35.00 226
226 S 00 08 00 E (R) 20.00 227
227 S 89 52 00 W (R) 20.00 228
228 S 00 08 00 E 34.00 224
224 S 89 52 00 W (R) 38.00 223
223 S 37 22 52 E (R) 38.00 225
225 N 00 08 00 W 84.25 201
Closure ERROR: S 00 13 33 E 0.0010 ft.
Closure precision: 1 / 219651
End Point
Stored Coordinates
North East
4981.3858 5021.2100
4981.4672 5056.2099
4961.4673 5056.2565
4961.4208 5036.2565
4927.4208 5036.3356
4927.3324 4998.3357
.4897.1371 5021.4061
4981.3858 5021.2100
4981. 3868
-0.0010
5021. 2100
0.0000
Arc Arc Arc
Start Arc Tangent Center End
Point Delta Length Length Point Point
228 090 00 00 31.42 20.00 227 226
224 052 45 08 34.99 18.84 223 225
ROW PERIMETER is 219.65 feet.
Radius
Length
20.00
38.00
AREA of FUTURE DEDICATION is 1212.72 SF.....or 0.0278 Acres
******************************************************************************
Page
2
***** Report-Summary *****
BOUNDARY Area = 52213.57 SF.....or 1.1987 Acres
ROW Area = 1212.72 SF.....or 0.0278 Acres
END OF REPORT
Page
3
CHICAGO TIT:A.J¿ COMPANY
f
Issuing Office:
110 West Taylor Street
San Jose, California 95110
Phone: (408) 292-4212
ESCROW LOCATION:
686 Blossom Hill Rd.
San Jose, California 95123
Phone: (408) 363-9700
Fax: (408) 363-0796
Escrow No. 760551 LMK
ESCROW OFFICER: Lynal M. Kirk
/
Mr. Shin Park
15855 Rose Avenue
Los Gatos, CA 95030
RE:
Order No.
Reference:
Regarding:
-C'."'t"'-"JO.'.,.,.., !I~:
Î:{:~ L i::.1\ bU ,j,)'\
;')0
000760SS~__--,"-"
360 Bedal Lane
Campbell, California
Dated as of: April 16, 1996
at 7: 30 AM
In response to the above referenced application for a policy of title insurance,
CHICAGO TITLE COMPANY
hereby reports that it is prepared to issue, or cause to be issued, as of the date hereof, a Policy or Policies of Title Insurance
describing the land and the estate or interest therein hereinafter set forth, insuring against loss which may be sustained by
reason of any defect, lien or encumbrance not shown or referred to as an Exception in Schedule B or not excluded from
coverage pursuant to the printed Schedules, Conditions and Stipulations of said Policy forms. .
The printed Exceptions and Exclusions from the coverage of said Policy or Policies are set forth in the attached list. Copies
of the Policy forms should be. They are available from the office which issued the report.
Please read the exceptions shown or referred to in Schedule B and the exceptions and exclusions set forth in the
attached list of this report carefully. The exceptions and exclusions are meant to provide you with notice of matters
which are not covered under the terms of the title insurance policy and should be carefully considered.
It is important to note that this preliminary report is not a written representation as to the condition of title and may
not list all liens, defects, and encumbrances affecting title to the land.
THIS REPORT (AND ANY SUPPLEMENTS OR AMENDMENTS HERETO) IS ISSUED SOLELY FOR THE
PURPOSE OF FACILITATING THE ISSUANCE OF A POLICY OF TITLE INSURANCE AN NO LIABILITY IS
ASSUMED HEREBY. IF IT IS DESIRED THAT LIABILITY BE ASSUMED PRIOR TO THE ISSUANCE OF A
POLICY OF TITLE INSURANCE, A BINDER OR COMMITMENT SHOULD BE REQUESTED.
The form of policy of title insurance contemplated by this report is:
CALIFORNIA LAND TITLE ASSOCIATION STANDARD COVERAGE POLICY
Liz A. Duron
Title Officer
PFP-11/07/fJ4AA
SCHEDULE
A
4
Order No: 760551
LAD
Your Ref:
1. The estate or interest in the land hereinafter described or referred to covered by this report is:
A Fee as to Parcel One and Easement as to Parcels Two and Three
2. Title to said estate or interest at the date hereof is vested in:
The Isabella Stroppa Family Partnership, a Limited Partnership
3. The land referred to in this report is situated in the State of California, County of SANTA CLARA
and is described as follows:
See Legal Description attached hereto and made a part hereof.
PREUMA-e/27/93bk
DESCRIPTION
Page
1
Order No. 760551
LAD
All that certain Real Property in the City of Campbell, County of Santa Clara,
State of California, described as follows:
PARCEL ONE:
Beginning at a point on the Easterly line of that certain parcel of land
conveyed by Mark E. Purmort, et ux, to Lloyd O. Gravatt by Deed dated October 6,
1943 and recorded October 20, 1943 in Book 1161 of Official Records, at Page
325, distant thereon N. 0° 08' W. 200.07 feet from the Southeasterly corner
thereof in the Northerly line of Hacienda Avenue, formerly San Tomas Aquino
Road, said Point of Beginning also being the Southeasterly corner of that
certain parcel of land conveyed by Harry Waters, et ux, to Noah F. Bedal, et ux,
by Deed dated April 23, 1956 and recorded June 14, 1956 in Book 3523 of Official
Records, at Page 232; thence along the Easterly line of said parcel of land
conveyed to Noah F. Bedal, et ux, N. 0° 08' W. 157.54 feet to a point distant
along said Easterly line S. 0° 08' E. 198.01 feet from the Northeasterly corner
of said parcel of land conveyed to Noah F. Bedal, et ux; thence leaving said
Easterly line and running parallel with the Northerly line of said parcel of
land conveyed to Noah F. Bedal, et ux, S. 89° 52' W. 25.00 feet; thence parallel
with the Easterly line of said parcel of land conveyed to Noah F. Bedal, et ux,
N. 0° 08' W. 58.01 feet; thence parallel with the Northerly line of said parcel
of land conveyed to Noah F. Bedal, et ux, S. 89° 52' W. 133.52 feet to the
Westerly line of said parcel of land conveyed to Noah F. Bedal, et UX; thence
along the Westerly lines of said parcel of land conveyed to Noah F. Bedal, et
ux, S. 0° 08' E. 129.50 feet, more or less, to a stake at an angle in said
Westerly lines; thence continuing along the Westerly lines of said parcel of
land conveyed to Noah F. Bedal, et ux, S. 41° 38' E. 46.82 feet to a stake and S.
0° 08' E. 50.27 feet to the Southwesterly corner of said parcel of land conveyed
to Noah F. Bedal, et UX¡ thence along the Southerly line of said parcel of land
conveyed to Noah F. Bedal, et ux S. 89° 47' E. 127.50 feet to the Point of
Beginning, and being a portion of Lots 12 and 13 as shown on the Map of the
Sunnyoaks Tract, which Map is on file in the Office of the Recorder of the
County of Santa Clara, State of California, in Book "H" of Maps, at Page 149.
PARCEL TWO:
As appurtenant to the above described parcel of land, a non-exclusive right of
way for road purposes, over and along a strip of land described as follows:
Beginning at a point on the Northwesterly line of the Santa Clara-Los Gatos
Road, formerly San Tomas Aquino Road, distant thereon S. 31° 45' 20" W. 861.02
feet from the point of intersection thereof with the center line of Sunnyoaks
Avenue, said Point of Beginning also being the Southeasterly corner of that
certain parcel of land conveyed by Mark E. Purmort to Leo F. Ryan, et ux, by
Deed dated March 29, 1948 and recorded March 29, 1948 in Book 1586 of Official
Records, at Page 586, Santa Clara County Records; thence leaving the Santa
Clara-Los Gatos Road and running along the Southerly line of said parcel of land
conveyed to Leo F. Ryan, et ux, and along the Southerly line of that certain
parcel of land conveyed by Mark E. Purmort, et ux, to N. F. Bedal, et ux, by
Deed, dated July 10, 1945 and recorded April 20, 1946 in Book 1340 of Official
Records, at Page 524, Santa Clara County Records, and along the Westerly
prolongation of the Southerly line of said parcel of land conveyed to N. F.
Bedal, et ux, S. 89° 52' W. 407.28 feet to a point distant S. 89° 52' W. 25 feet
from the Southwesterly corner of said parcel of land conveyed to N. F. Bedal, et
UX; thence at right angles N. 0° 08' W. 198.01 feet; thence N. 89° 52' E. 50.00
.'
,
DESCRIPTION
Page
2
Order No. 760551
LAD
feet; thence S. 0° 08' E. 148.01 feet; thence N. 89° 52' E. 387.37 feet to a point
on the Northwesterly line of said Santa Clara-Los Gatos Road; thence along the
Northwesterly line of said Road S. 31° 45' 20" W. 58.89 feet to the Point of
Beginning, and being a portion of Lot 13 as shown on the Map of the Sunnyoaks
Tract, which Map is on file in the Office of the Recorder of the County of Santa
Clara, State of California, in Book "H" of Maps, at Page 149.
PARCEL THREE:
A non-exclusive right of way for ingress and egress and utility purposes in
general under, over and along a strip of land 10.00 feet in width, the Easterly
line of which is desribed as follows:
Beginning at a stake in the Northerly line of Hacienda Avenue, formerly San
Tomas Aquino Road, at the Southeasterly corner of that certain parcel of land
conveyed by Mark E. Purmort, et ux, to Lloyd o. Gravatt, by Deed dated October
6, 1943 and recorded October 20, 1943 in Book 1161 of Official Records, at Page
325, Santa Clara County Records; thence along the Easterly line of said parcel
of land conveyed to Lloyd O. Gravatt, N. 0° 08' W. 200.07 feet to the
Southeasterly corner of the parcel of land firstly hereinabove described, being
a portion of Lot 13 as shown on the Map of Sunnyoaks Tract, which Map is on file
in Book "H" of Maps, at Page 149, Santa Clara County Records.
.'
~
S CHED ULE B
Page 1
Order No: 760551
LAD
Your Ref:
At the date hereof exceptions to coverage in addition to the printed Exceptions and Exclusions in the policy
form designated on the face page of this Report would be as follows:
A
1. Taxes for the fiscal year 1996-97, a lien not yet payable.
B
2. Supplemental Taxes for the fiscal year 1995-96 assessed pursuant to the
provisions of Chapter 3.5 (commencing with Section 75) of the Revenue and
Taxation Code of the State of California.
Assessors Parcel No.: 406-10-003-41
First Installment: $644.12, Paid
Second Installment: $644.12, Payable, but not yet due
Delinquent Date: July 31, 1996
c
3. The Lien of Supplemental Taxes, if any, assessed pursuant to the
provisions of Chapter 3.5, <commencing with Section 75) of the Revenue
and Taxation Code of the State of California.
~- easement affecting the portion of said land, the exact location
~~ereof cannot be ascertained of record, and for the purposes stated
herein, and incidental purposes,
D
In Favor Of:
E.J. Crawford, Trustee for The Statler Ditch
Company
Water Ditch
June 13, 1994 in Book 280 of Deeds at Page 384
Santa Clara County Records
For:
Recorded:
E . ~ easement affecting the portion of said land, the exact location
('~;hereof cannot be ascertained of record, and for the purposes stated
herein, and incidental purposes,
In Favor Of:
For:
Mark E. Purrnort, et ux
Running Water from Ditch of the Valley Water
Conservation Association
October 20, 1943 in Book 1161 at Page 325 of
Official Records
Recorded:
F
6. Any defect in title based upon the possible dissolution of the Isabella
Stroppa Family Partnership, a Limited Partnership, by the death of
Isabella Stroppa, a gerieral partner of said limited partnership.
G
7. An Individual Grant Deed from "The Isabella Stroppa Family Partnership, a
PREut"B-8/7/81,rc
Order No:
Page 2
SCHEDULE B
(continued)
760551
Your Ref:
LAD
Limited Partnership, by Isabella Stroppa, a General Partner, Deceased, by
Arnold Stroppa, Victor M. Stroppa and Fred Stroppa, Co-Executors of the
Estate of Isabella Stroppa", as Grantors, to "The Estate of Isabella
Stroppa", as Grantee, recorded February 22, 1996, in Book 212, Page 1731,
Official Records, whereas the Grantee therein was not an entity capable of
acquiring title.
H
8. Proceedings had in the matter of the estate of Isabella Stroppa, deceased,
leading up to and including those Letters Testamentary filed September 11,
1995 in Superior Court of California, County of Santa Clara, Probate Case
No. PR 135768, a certified copy of which was recorded as Exhibit "An in the
instrument recorded February 22, 1996 in Book P212, Page 1731, Official
Records.
I
9. Any Lien for Federal Estate Tax payable by reason of the death of:
Isabella Stroppa
J
10. Any Lien for California Estate Tax payable by the reason of the death of :
Isabella Stroppa
11. The herein referred to property appears to be free and clear of any Deeds
of Trust or Mortgages. Please confirm if this is the case.
K
END OF SCHEDULE B
L
NOTE 1: Title of the vestee herein was acquired by deed recorded prior to
six months from the date hereof.
M
NOTE 2: Effective March 1, 1979, there will be an additional $10.00 fee
for recording a deed with a legal description other than an entire lot in a
recorded final map. If there are any questions, please call your escrow
officer or title officer.
N
NOTE 3: If a 1970 ALTA Owner's or Lender's or
or Lender's policy form has been requested, the
issuance, will be endorsed to add the following
Coverage contained therein:
1975 ALTA Leasehold Owner's
policy, when approved for
to the Exclusions From
Loan Policy Exclusion:
Any claim, which arises out of the transaction creating the interest of the
mortgage insured by this policy, by reason of the operation of federal
bankruptcy, state insolvency, or similar creditors' rights laws, that is
based on:
(i)
the transaction creating the interest of the insured mortgagee being
deemed a fraudulent conveyance or fraudulent transfer; or
(ii)
the subordination of the interest of the insured mortgagee as a
result of the application of the doctrine of equitable subordination;
PREUMBG-9/23/93bk
Page 3
SCHEDULE B
( continued)
Order No:
760551
LAD
Your Ref:
or
(iii) the transaction creating the interest of the insured mortgagee being
deemed a preferential transfer except where the preferential transfer
results from the failure:
(a)
to timely record the instrument of transfer; or
(b)
of such recordation to impart notice to a purchaser for value or
a judgment or lien creditor.
Owners Policy Exclusion:
Any claim, which arises out of the transaction vesting in the insured, the
estate or interest insured by this policy, by reason of the operation of
federal bankruptcy, state insolvency, or similar creditors' rights laws,
that is based on:
(i)
the transaction creating the estate or interest by this policy being
deemed a fraudulent conveyance or fraudulent transfer; or
(ii)
the transaction creating the estate or interest insured by this
policy being deemed a preferential transfer except where the
preferential transfer results from the failure:
(a)
to timely record the instrument of transfer; or
(b)
of such recordation to impart notice to a purchaser for value or
a judgment or lien creditor.
NOTE 4: Effective July 1, 1994 all documents to be recorded in California
must conform to the following:
(A) A page for the purpose of recording shall be one printed side of a
single piece of paper which is 8 1/2 inches by 11 inches.
(B) A sheet shall be one printed side of a single piece of paper which is
not exactly 8 1/2 inches by 11 inches but not greater than 8 1/2 inches by
14 inches.
(C) If a page or sheet does not conform to the dimensions of 8 1/2 inches
by 11 inches the recorder shall charge $3.00 extra per page or sheet of the
document.
These changes are pursuant to Government Code Sections 27201, 27361 and
27361.5 which were enacted in the 1992 Legislative Session to be effective
July 1, 1994.
PREUMBC-9/23/93bk
. -,
Page 4
SCHEDULE B
( continued)
Order No:
760551
LAD
Your Ref:
p
NOTE 5 : Basic Rate Applicable
R
NOTE 6: For Informational Purposes, the General and Special Taxes and
Assessments, if any, for the fiscal year 1995-1996
Assessment No.:
Code No.:
First Installment:
Second Installment:
Assessment Valuation
Personal Property:
Homeowner Exemption:
406-10-003
10-043
$277 . 43 PAID
$277.43 PAID
Of
NONE
$None
s
NOTE 7: For Informational Purposes Only, the Supplemental Taxes for the
fiscal year 1995-96 assessed pursuant to the provisions of Chapter 3.5
(commencing with Section 75) of the Revenue and Taxation Code of the State
of California.
Assessors Parcel No.: 406-10-003-99
First Installment: $1.50 Paid
Second Installment: $1.50 Paid
T
LPS/cg
PREUMBC-9/23/93bk
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" "'* II lilt . survey of the land and Is Inserted as a
matter of information only, and while the same is
compiled from information we believe to be com:ct,
no liability is assumed by Chicago TItle Company as to
the correctness of said information.
AIIERICAN LAND TITLE ASSO:UmON RESIDENTIAL TITLE INSURANCE POLICY (&-1-87)
EXQ.USIONS
In 8ddIIIon to Ih8 .08IJti00.1n SctI8duI8 B, you .. not In8ur8d 8g8Ïn8t loa, CO8t8, 811Dm8y'. .... and expet- r88UIIIng from:
1. GOftm"'III'1I poIicI power,- thllXiI88IlC1 Of vIoI8Iion of any I8w Of gcMfMI8f1t f8gUI8tion. ThilInc1ud88 building and zoning
ordIn8nc88 Met 8180 .... Met r8gUI8tioM QOncemlng:
. IIInd 188
. improYemeIlI8 on thll8nd
. lend dM8Ion
. enWOI.meI ItaI protec.1ion
TN8 ~ IIion do88 not IIppIy to Ih8 ¥IoI8tioI. or Ih8 entorcement of Ihe8e m8It8r8 which 8PPM" In Ih8 public recorda at PolIcy Date.
TN8 ad! JIioIIt do88 not IImII thI zoning COYWIIg8 de8cribed In Item8 12 Ind 13 of Covered TIde RI8ka.
2. The. to 18k81h8 IIInd bJ COIIdemr illig ... UÑ888:
. . noIic8 of eurd8il1g Ih8 ....-. In IN public recorda on Ih8 PolIcy 0.
. "18Idng h8pp8118d prior to IN Poley 0. 8nd II ÞindIng on you If you boughIlN IIInd wiIhout knowing of Ih8 taking
3. 11118 AiIII8:
. ...... ~ aIow8d. or agreed to bJ you
. ...... known to you. but not to 118, on Ih8 Policy D8t8 - unle881hey IIPP8MId In Ih8 public recorda
. ....,..... In no loa to you
. ... fIr8I aII8ct rowt1118 aft8r1N Poley D881. thi8 do88 not limit INI8bor and rna88ri8l1ien coverage In tI8m 8 of CoYered Title Risks
4. F8I&n to pay V8Iue tor your ÖII8.
5. l8ck of . right
. to My I8nd out8ide Ih8 8I'88lp8Cific8ly de8cribecI and reI8rr8d 10 in Item 3 of Schedule A, or
. In......... 8Iey8, or..... wayw that touch your lend
ThI8 exdu8ion do88 not limit Ih8 8CC888 coverage In tI8m 5 of CoY8nId Title Ri8k8.
EXCEPTIONS FROM COVERAGE
In L.....;on to the ExcIuaIons, you are not inaured ageinIIt 1o8s, coeta, attorneys' fees and expet.... I'88UIting from:
1. Som8on8 cl8iming an ~ In your lend by r888Or'I at.
A. EMementa not 8hown In Ih8 public recorda
B. BouncWy diIpuIea not 8hown in the public recorda
C. Improve"'.118 owned by your neighbor p&8ced on your land
2. If, in 8ddition to. single family residence, your existing structure consists at one or more Additional Dwelling Units, Item 12 of Covered
Title RI8ks doe8 not in8ur8 you ageinIIt 1o8s, CO8ta, attorneys' fees, and expenII8S lesuIting from:
A. The forced removal at any Additional Dw8IIing Unit, or,
B. The forced c:onver8l0h of 8IPf AddItion8I Dw8IIIng Unit b8ck 10 118 origIn8I 188,
If 8IIid Addition8I DwellIng UnIt W88 8IIher conatruc:ted or CIOnV'8t8d to U88 - . dwelling unit In vIoI8IIon at My law or government
regulation.
..
,
2.
AMERICAN LAND TITlE ASSOCIATION OWNER'S POlICY (10-17-82)
8nd
AIEAICAN LAND TITLE ASSOCIATION LEASEHOLD OWNER'S POLICY (10-17-82)
EXa USIONS FAOII COVERAGE
Thelolo..llllg""""" ~ ~Ided trom.. CCIIW8f8Ø8 of IhII paIIc:y 8nd Ihe CompMy" noI pay 1088 or dIIm8g8, CO8t8.IdIDr'n8y8' fees or
..... which ... by ..... ot.
1. (8) """ In, ...dll8lø or gcMmm8I1t81 reguI8Iion (IntIudIng ÞuI noIlImI88d to buIding 8nd zoning"'" ordiIl8IlC88, or f8gUI8IIon8) rMtricting,
r8gUI8IIng. p8.,hibillng or r8IIIIIng to (I) Ihe ~ &88, or enjoym8nI of 1he18nd; (II) Ihe dI8r8C88r. dlm811e1onl or Ioc8Iion of .", improvement
now or h8N8hIr ..... on the 18nd; (iI) a eep8I1IIion in 0WI18f8hip or a c:hang8 in Ihe dIm8Il8ioI.. or 8188 of lheland or .", p8I'C8I of which the
land .. or - a pert; or (Iv) erwtnM""""" plot8Ction, or Ihe 8II8ct of any violation of th888 18w8, 0fdin8nC88 or gDV8ITIIfI8Ilt81 r8gUIaIiona, except
80 Ihe 8d8nI th8t a noIIc8 of Ihe ..1b'c8m8nI e..of or a noIIc8 of . d8f8ct, lien or enc:umtw8nc81'88U11ing tram a vIoI8tion or aII8g8d violation
aII8cIing blind ,. been f8COf'd8d in b public r8CDIdIat 0. of Policy.
(b) """ ~....... police pow8r noI ~8d8d'" (8) 1Ibove. except to the 8d8nI1h8t. noIIc8 of Ihe exen:i88 th8r8af or 8 notice of. d8f8ct.lien or
encumbranca ....... fnJm a vIoI8tion or aI8g8d vIoI8tion aft8cIing the land .. been r8canted in the pubic r8CDIdI 81 0888 of ~
RighIa of ..... domIIin .... noIIc8 of the 88'Ci881t88Of .. been NCOI'd8d in the pubic r8COrd8 .. D8I8 of ~ ÞuI noI excluding from
CiIW8fII88 ." I8Idng whk:h .. occurNd prior to D8I8 of Paley whk:h MJUId be bIrdng on Ihe righ88 of a ~ lor value wiIhouIlu IOWIedge .
D8f8c:I8, .... 8nCUIIIbr8ncN, ..... cI8ima or aItwr -.:
(8) Cf8888d, ....., --- or agreed to ." the ...... c:I8Im8nt;
(b) noI known to the ~ noI NCOfd8d in the pubic r8CDIdI8I Dale of ~ but known 80 the inaur8d claimant and noI dilGloeed in writing to
the CcInIpMJ ." the ...... d8imMI prior to the da88 theln8ur8d claimant b8came an in8ur8d under 1hia policy;
(c) r88UIIIng in no 1088 or dIIm8g8 80 the In8ured cI8imant:
(d) attachiIlg or cr888Id .1b88qI18nt to 0. of PolIcy; or
(e) r88UIting in 1088 or cIam8g8 which MJUId noI hav8 been 8U8t8in8d if the in8ur8d d8inwII heel peid value lor the ...... or int8f8st insured by this
~
3.
4.
""" claim, which .... out of the trwl8Ktion Y8ting in the In8ur8d the ...... or Inter8at in8ured by this pOlIcy. by reeeon 01 the operation
01 fed8r8I b8nkruptcy, .... 11I8011Ml1Cy. or 8imIW credIIora' rights"". th8I .. b888d on:
(i) the trwlMCtiol. Cf1IIIIing the ...... or irII8f88Iln8ured by this policy being deemed . fr8uduIent COfIII8y8IIC8 or fraudulent transfer; or
(ii) the trwl88åiOn Cf1IIIIing Ihe ...... or in88r88t insured by this policy being deemed . .......1IieI1r8n8I8r except wt88 the preferential
tran8fer ,...... from the 18i1unt:
(a) to timely record the inItrument 01 tr8nIfer; or
(b) 01 such recordation to impert notice to a purchaser for value or . judgment or lien creditor.
The 8bcMt paIIcy ....... ..., be ...... 10 8Iford ...... ........41 Co¥8rIIg8 or Ex88nd8cI c-..... In AddIIIon to the 8bcMt Exc*18Ion8 from
Co¥8r8g8, the Exc8ptioI. from Co¥8r8g8In a .....<1 eow..ge poley .. aIeolnc:lud8 the I08o.III18 o.n.w &[.,...-=
EXCEPTIONS FROM COVERAGE
This policy do8a ""It insure 8g8In8t Io8a or damage (and the Company wiI noI pay CO8I8, at8Om8yIS' .... or expenl88) which ari8e'" reuon of:
1 . Taxes or .... I lmenta which ... noI8hown - exi8ling Ii8n8 by the recorda 01 any taxing authority that Ie¥i88 taxe8 or ..... I '1enta on reel property or
by the public recorda. -
ProceediIIgI by a pubic agency which may r88UIt in tax88 or ... . IIITI8I118, or notioe8 01 auc:h proce8diIlgI. wh8Ih8r or noI8hown ." the recorda of such
agency or by the public 1'8COf'd8.
2. """ f8c88. righ88. ........ or c:I8ima which... noI8hown by the pubic I'8COf'd8 but which ccUd be 88C8I18IMd'" an II~. of the land or by making
Inquiry of per8Clß8ln pc lt III :~.....
3 . EaemenI8, .... or encw ntM 8I1C88, or cI8ima e..of. which ... noI 8hown by the pubic reconII.
4. Di8cNp8nci8a. conIIct8 in bound8ry 1In88. 8hor18g81n ..... 8I1CI'O8Ctìrn8nIa. or .", 0Ih8r f8d8 whk:h a COf'I'8Ct .."., MJUId dI8cIo8e. and which are
noI shown ." the pubic I'8COf'd8.
5. (a) Unp88n88d miI*Ig cI8ima; (b) r....V8IIoI. or .~.In pat8nI8 or In Acta auIIøizillg the iI8uanCe th8f8of: (c) w8I8r rights, claims or title to
water, whether or noI the m8It8r8 .-08J48d under (8). (b) or (c) ... shown by the public recorda.
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LIST OF PRINTED EXCEPTIONS AND EXCLUSIONS
CALIFORNIA LAND TITLE ASSOCIA noN ST ANOARD COVERAGE POLICY - 1180
5.
EXQ.USIONS FROM COVERAGE
The 'oloøing maII8r8""~ exduded from the COV8f'8g8 of this policy end 1he Comp8ny wiI not pey 1088 or d8m8ge, coets. anomeys' fees or
expen888 which 8riee by N88Df'I of: .
1. (8) Any law. ordinance or governmental regulation (including but not limited to building and zoning lawS, C)fdinanCN. or reguIaIion8) restricting,
regulating, prahibiIing or f8IaIing to (i) 1he oc:c:uparq U88. or enjoyment of the land; ell) 1he c:h8r8c8er. dImen8iOn8 or IDcaIiDn of any improYem8f1t
now or h8r88fter erec88d on 1he land; elii) 8 8IIp8I'8Iion in ownership or 8 change in the din18nIlÍDI. or... of 1he land or 8If'/ perce! of which the
land 18 or.. 81*1; or (Iv) .-wiroI.m8I"" ptol8C.1ion. or the effect of any viDI8Iion of th.- ..... ordInanc88 or ~ r8gUI8tionII, except
to the .......1h8t 8 notice of 1he enforoem8nt Iher8of or 8 notice of 8 cIef8ct. Men or encumbr8nce r8U8IIng from 8 vIoIaIIon or alleged violation
8IteGtlng 1he land M8 been ....o.ded In 1he pubic: record8 at D8I8 of PoIcJ
(b) Any ~M."" paIce...... not ~.... by (8) aboII8. except to 1he """""8 notice of 1he..........." or 8 notice of 8 detect, lien or
MeumtnIlC.""" flam . vIoIII8Dn or aI8ged viDIaIIon .ø..;öng the WId M8 been .~d8d In the pubic: I8COIdI at D8I8 01 PoIicJ
RighI8 of...... domIIIn un8e8e notice 0I1he ~ th8r8of N8 been t~ded In the pubic: record8 at D8I8 of Poley. but not excluding from
CXJV'8r8I88 8If'/ tailing which M8 oce&n8d prior to D8I8 of PolIcy which would be binIIng on the righ88 01 8 purch8e8r for v8Iu8 wIIhDut knowledge.
Def8cta. ..... encurntnnc88. .,.,.. cI8Im8 or 0Iher rn8D8f8:
(8) wh8Ih8r or not r8COrded In the puÞIic record8 at D8te of Policy. but Cf88t8d. 8UfJer8d, aaurned or agreedto by the in8ur8d claimant;
(b) not known to the Compeny. not ~ In 1he public recorda 8t D8t8 of ~ but known to the in8ut8d claimant and not dI8cIoe8d in writing to
the ~ by ..1neur8d dIIiI'MnI prior to the date the inMnd cIIIirn8nt became an In8ur8d under this policy;
r88UIting In no 1088 or d8m8g8 to .. inMnd claimant;
8tt8Ching or cr888ed .Ibøquent to D8I8 of Policy; or
resulting in 1088 or damage which would not have been IlU8tained if the insured claimant had paid value for the insured mortgage or the estate or
interest in8ur8d by this policy.
Unenforce8bility of the lien of the insured mortgage becauø of the inability or failure of the insured at Date of Policy. or the inability or failure of
any subsequent owner of the indebtednes8, to comply with applicable doing buIIine8s laws of the state in which the land illllituatød.
Invalidity or unenton::eability of the lien of the insured mortgage, or claim thereof, which arises out of the tranII8Ction evidenced by the insured
mortgage and ÏII b888d upon usury or any consumer credit protection or truttHn-Iending law.
Any claim, which arÎII8II out of the transaction vesting in the insured the estate or interest insured by this policy or the transaction creaöng the interest
of the insured lender, by reaon of the opeIation of federal bankruptcy, state insolwncy or similar creditcn' rights laws.
(e)
(d)
(e)
2.
3.
4.
6.
EXCEPTIONS FROM COVERAGE
This policy does not in8ur8 8g8inIIt Io8a or damage (and the Company win not pay costs, anorneys' fees or expenses) which arise by reason of:
1 . Tax- or ... 1..-18IItII which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or
by the public record8.
ProcMdinga by 8 public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such
agency or by .. public recorda.
2. Any"" righI8, ......... or daIm8 which ~ not shown by the public records but which couk1 be ascertained by an irsapec.1ion of the land or wh ich may
be .1.r18d by per'8OR8ln pelllll'on th8f'8Of.
3. EM8m8nta.1ien8 or encumbr8nC88, or cIaima thereOf, which ant not shown by the public records..
4. Diecr8p8ncie8. conIictIIln bound8fy lines. shortage in area, encroachments, or any other facti which a correct survey would di8cIoIIe, and which are
not 8hown by the pubic record8.
5. (8) Ut...-Md mining cI8im8: (b) reeer"atioll8 or exc:eptionll in patents or in Acts authorizing the iIIIIUanee thereOf; (c) water rights, claims or title to
wa88r, wheIh8r or not the matt8rII...oepted under (a), (b) or (c) are shown by the public records.
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Reorder Form No. 12511 (Rev. 2193)
~.
AIIERICAH LAND 11Tl.E AS8OCIA11ON LOAN POLICY (10-17-82)
WITH ALTA ENDORIEP'NT - FONI1 COVERAGE
....
AIERICAN L.AHn TITLE ~\S8OQAT1ON LEAIEHOLD LOAN POLICY (10-17-
WITH AI. T A ENDOR B IIFtfr - FONI 1 COVERAGE
EXQ 1'- FROII COVERAGE
The ~IQ ..... .. ~. 8IIICII~ from th8 ø.enIgI 0I1hI8 poley end .. (:wI""" .. nul p8y 108 or cIIIIn8g8. ca8. ....,..,.' Ieee or
.....- which ... e., ..... of:
1. (8) Ant law. ardIIl8ßC8 or QOØMI8I1181 r8gUI8IIon (InCludIng buI nullImI8Id ~ building end ZIIØIQ ..... "'...... or r8gUIIIIon8) r881ricting.
r8gUI8Iing. pnHlllllII or r8I8IIng to (I) .. ~ ". or - ~ 0Ith818nd: (I) .. dw8c88r, ........ or Ioc8IIon 0I8If'11rnprov8ment
now or ..... 8f8C8Id on Ihe land; (III) . ...... aIion In OWl ~ 8hip or . c:hang8 In th8 dIrn8Il8ioI. or ... 01.. I8nd or ." ..... 01 which the
land 18« - . P8't or (Iw) .....1iI 01 JlMlII8I pr a88C:tioI.. «th8 .... 01 8If'1 vioI8IOn 01... ..... ~ dlllI8I... or ~ 1181 r8gUIIIIon8. except
to Ihe ....... ... . noIc8 01 Ihe ..... '*'*.. th8f8oI or . noIc8 01 . d8I8c:t, lien « 8I8CUIIIIønc8 ....... from . vioI8IIon or 8I8g8d vioI8Iion
an..c:lll1II th8"" ... b88n MCOI d8d In .. pubic rec:ord8 at DIM 01 PoIicJ
(bt Ant .....-....-'" paIce...... nuI"'~ e., (8) 1IIbow8. -- to 1h8......."'. noIc8 0Ith8"'" .....« . noIc8 01. d8I8c:t, lien or
8ftCW/1Ibr8I- .......... . vtaIIIIon « 8IIgId viøIIIIIon oAdIIl8 1h81and ........ ..œød8d In .. puIIIc .... .. DIM 01 Poky.
RIgIII8 01"""""""" ..... noIc8 01.. ..... ... ... b88n r...øød8d In .. pubic .... .. DIM 01 ~ buI not 8IIIdu&Ing fI'om
~... 8ft""" wNah ... 0CCUn8d prior ID DIM 01"" wNch would be binding on th8 rIØ* 01.""""'" -- wIIIout IIrIaWdge.
~ 18M. .................,.. cI8im8« oIMr--=
~ ....... ........ ...... « ...... to e., ..1M&nd dIIm8nt
(b) nullInown to th8 ~ null8CØd8d In th8 pubic rec:ord8 at D888 01 ~ but known to th81M&nd cIIIim8nt and nul di8cø..d In writing to
th8 ~ e.,..1n8uf8d c:I8Im8nt prior to .. ~ .. In8uf8d c:I8ImMI b8C8I'M an ....... LW1d8r1hl8 paley;
(c) .-.lIng In no 108 « d8m8g8 to th8 ....... d8In8nt;
(d) at88ChlllII «cr.-d . ..,...,.... to D888 01 Policy (8'JIC8PI to .. ..... 1h8I1h18 poley IrwIn8 the priorIIy 01.. lien 01.. in8ur8d mor\g8g8 over
8If'11181UtDfy 18ft... ---. IIIbar or ........ or to""'" .......18 8IIDrd8d ....... .. to 1.11 r -...... tor """In~ under
con8INCtion or ~ 'I 'I d .. DIM 01 PoIIcy); or
(e) r8UIIng In 108 or cIIIIn8g8 which would nul h8v8 b88n 8U8I8in8d If Ihe in8ur8d c:I8im8nt had peId v8Iu8 tor.. ~ mortg8g8
U.-.forc88bIIty 01.. lien of .. in8ured mortgege b8c8u8e of the inability or f8IIur8 01.. in8ur8d at DIlle 01 ~ or lhelnablity or failure of
8If'1 8Ub88qI18I1t owner of the illd8ÞI8dI1888. to comply with eppIic8IbIA doing bu8Ïn888 lawS of the ..... In which the land is 8itU8I8d.
IrMIIidIty or unentorceaÞIIit of.. lien of the in8ur8d mortg8g8. or claim thereOf. which ...... out of.. tr8n88Ction .....ad by the insured
mortgIIg8 and i8 b888d upon I8UI'y or any consumer Cf8dit pr~ or truIh in lending law.
Any statutory lien tor 18fVÍC88. I8bor or materiaII (or Ihe claim or priority of 8trf 8I8tutory lien tor ..w.. IIIbar or matIri8I8 over the lien of the
in8ur8d rnor1g8g8) ari8ing fI'om an improvem8nt or work r8I8t8d to the land which is contr8d8d tor and corM* ad . ~.. to Date of Policy
and is nul'" _ad In whale or in pert by prOOMda of the It od8bt8dI1888 88CUAId by .. In8ur8d moo.. which at D888 01 Policy .. insured has
8dv8nc8d or 18 abIg888d to 8dv8nc8.
Any d8irn. which.... out of the tralo88dion cr88IIng the n.r.t of Ihe moñgIIg88 in8ur8d by thia paley. by,.... of.. ...,..1ÖOn of federal
bankruJ*:Y. ..... 1n8oIvenCy, or 8imI8r .....dIIot.' righI8 I8wa, that is b888d on:
(i) the trans8Ction c:reeting the int8re8t of the in8ur8d motIg8g8e being d88m8d . fr8uduIent CICIfI'JWY8IIC8 or fr8UduI8nt trwwfer; or
eti) the 8Ubordin8Iion of the inI8r88t of the in8unId IJ'oOI1gag88 as a result of the eppIic..aöo.. of the doctrine of equIt8bIe subordination; or
( Ii) the 1r81188dÎOI. a1I8Iing the inI8r88t of the iNunId moñg8g8e being c:i88m8d a ~....., IIIiaI tnnIIør except where the ~... 8I11ia1 tranSfer results
from the f8i1ure:
(a) to timety record the inIItrum8nt of transtw; or
(b) of such record8Iion to imp8rt notice to purch8S8r tor V8Iue or . judgment or lien crecMor .
The 8bow8 policy""""" be""'" to.nons 8IIh8r St8nd8rd Co¥8r8g8« Ed8IId8d ~...In MIdIIIon to the 8bow8 Exclu8ion8 from
Co¥8r888. the Exc:epllo.. tram Cowr8g8In. St8IIdard Cowrage policy - 8180 Include the hAn4ln. GeMnllIEAC 1II1Ic..8:
7.
3.
4.
5.
6.
EXCEPTIONS FROM COVERAGE
Thi8 policy do88 nul in8ur8 again8t Iœ8 or áam8g8 (and the Compeny wiI not p8y CO888, 811tD1'n8Y8' .... or expen888) which ... by nI88Of'I of:
1 . ...... or lIT T II-"'" which .,. nul ahown .. 8Xi8ting Ii8n8 by the records of any taxing 8UIhortty that I8¥i88 ..... or .. II r -.nI8 on ... property or
by the pubic rec:ord8.
ProcMdiIIga by . pubic agency which may result In tax.. or 888188 'MI1tS. or ~ of such pc oceediIlQS. wh8Ch8r or nulahown by the records of such
&g8nCY or by the pubic records.
2. Any f8cta, rIgh8a. iI...... or daim8 which are not ahown by the public records but which could be escertaIn8d by an iI...,.ctioI. of the land or by making
incPrY of per'8OI'I8 in p.g If III' ....1h8nIof.
3. EMemelIIa,"'" or encurnbr'anC88. or c:I8irn8 th8r8Of. which.,. not ahown by the public records.
4. Di8cr8p8nci88, confIicI8ln boundary IIn88. 8hort8ge In.... 8I1Cf'O8Chm8nt8. or." other f8cta which. correct 8UlWf would di8cIo88. and which are
not ahown by the public records. .
5. (8) UnpaIent8d "**'D cI8Im8; (b) ,.... v8ÖOl1S or exc:epd0n8 in paI8ntS or in Aá8 8UIhorizing the I88uanC8 th8f8of; (c) water rights. cIaIma or title to
water, whether or nul" matt8I'8 excepted under (a). (b) or (c) are shown by the public rec:ord8.
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MEMORANDUM
CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT
TO:
Barbara Ryan, Project Planner
Michelle Quinney, City Engineer~4;-Q
Harold Housley, Land Development Engineer
DATE: April 1, 1997
FROM:
RE:
APPLICATION NO:
ADDRESS:
APPLICANT:
S 97-01, 02,& 03
360 Bedal Lane
Shin Park
PROJECT DESCRIPTION: Three Single Family Homes on 8,000 SF Lots
CONDITIONS OF APPROV AL: The applicant shall comply with the attached Conditions of
Approval for PM 96-02.
H: \3 60 B ED AL( JD) (WP)
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MEMORANDUM
CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT
TO:
DATE: February 18, 1997
FROM:
Barbara Ryan
Project Planner
Michelle Quinney, City Engineer ~ - /
Harold Housley, Land Development Engine~
SUBJECT:
Application No: PM 96-02
Address: 360 Bedal Lane
Applicant: Shin Park
Project Description: Parcel Map to Create 3 Lots
DISCUSSION
The property is located at the east end of the east-west leg of Bedal Lane. The applicant proposes to
create three parcels with a minimum area of 8,000 SF which is consistent with the zoning. Public street
access proposed by the applicant is a new cul-de-sac from Bedal Lane.
PUBLIC WORKS DEPARTMENT CONDITIONS OF APPROVAL FOR THE PARCEL MAP ARE
SUMMARIZED AS FOLLOWS:
1.
Final Parcel Map and Dedication ReQuirements
Prior to issuance of any building permits for the site, the applicant shall pay the Final Parcel
Map plan check fee of $1,060 plus $25.00 per lot, prepare and submit a Final Parcel Map for
review and recordation upon City approval. Final Map shall include the approved street name
for the new cul-de-sac. The new public street right-of-way shall be designated as Lot A on the
fmal parcel map and dedicated to the City upon recording of the applicant's Final Parcel Map.
2.
Storm Drain Area Fee
Prior to issuance of any building permits for the site, the applicant shall pay the required storm
drain area fee of $2,00O/per acre.
3.
Grading: and Drainag:e Plan
Prior to approval of the Final Parcel Map, the applicant shall conduct hydrology studies, as
necessary, prepare grading and drainage plans, and pay fees required to obtain necessary grading
permits.
360 Bedal Lane
February 18, 1997
Page 2
5.
6.
4.
D.
E.
F.
G.
Standard Street Improvements
Prior to approval of the Final Parcel Map and prior to issuance of any building permits for the
site, the applicant shall prepare plans, pay fees, post securities, and provide insurance as needed
to obtain an encroachment permit to construct public street improvements as required by the City
Engineer. Public street improvement plans shall be prepared by a registered Civil Engineer
licensed in the State of California, and shall include the following:
A.
Removal of existing curb, gutter, sidewalk, driveways, pavements, power pole, utilities
and related improvements in Bedal Lane as needed to construct the new cul-de-sac.
B.
New curb, gutter and sidewalk to match the existing predominant improvements.
C.
New cul-de-sac pavement based upon a Traffic Index provided by the City and R-value
provided by the applicant's soils engineer. Asphalt concrete, removal and replacement
or overlay in Bedal Lane as necessary to provide transition to new cul-de-sac.
Removal of existing substandard street lighting facilities and installation of standard
street lighting facilities.
All conforms necessary to match existing improvements and remodeling of the existing
driveway approach serving the adjacent property to the east on Bedal Lane.
Construction of storm drain system in the new cul-de-sac to collect storm water runoff
and convey it underground to the existing storm drain manhole in Bedal Lane.
Signing and striping on new cul-de-sac and Bedal Lane as determined by the Traffic
Engineer.
Completion of Public Street Improvements
Prior to issuance of occupancy for the site, all public street improvements required by the
encroachment permit must be completed and accepted by the City Engineer and the applicant
must provide the one-year maintenance security.
Under!lround Utilities
All new on-site utilities shall be installed underground per Section 20.36.150 of the Campbell
Municipal Code for any new or remodeled buildings or additions. Applicant shall provide
evidence from all utility companies that the application as proposed can be served. Applicant
shall comply with all plan submittals, permitting, and fee requirements of the serving utility
company.
8.
9.
10.
11.
12.
360 Bedal Lane
February 18, 1997
Page 3
Applicant shall submit a Utility Coordination Plan and Schedule for approval by the City
Engineer for installation of all utilities. The plan shall minimize the damage to Bedal Lane and
all public improvements.
7.
Flood Control
Comply with all requirements of the Santa Clara Valley Water District, including grading,
fencing, etc.
Soils Report
Provide a soils report prepared by a registered Geotechnical or Civil Engineer.
Title Report
Provide a current Preliminary Title Report.
Storm Water Management
Comply with California Storm Water Best Management Practices Handbook, prepared by Storm
Water Quality Task Force, Santa Clara Valley Water District.
Monumentation
Prior to recording parcel map, applicant shall provide security guaranteeing the cost of setting
all monuments as shown on the parcel map.
Street Improvement A\?reement
Execute a street improvement agreement and post securities to guarantee the installation of the
required street improvements.
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CITY OF CAMPBELL
Public Works Department
April 11, 1997
Shin Park
15855 Rose Avenue
Los Gatos, CA 95030
Re:
S 97-01, S 97-02, and S 97-03 - 360 Bedal Lane
Dear Mr. Park:
The Planning Commission, at its meeting of April 8, 1997, adopted Resolution 3083 granting a
Site and Architectural Approval for three single-family residences on the above-referenced
property.
At your earliest convenience, I would like to arrange a meeting with you (and your civil
engineer and landscape architect) and the City's Public Works land development team. The
purpose of the meeting would be to review the conditions of approval imposed by the Public
Works Department and the Department's procedures and requirements for satisfaction of those
conditions. The land development team may also include representatives from the Planning
and Building Divisions. We hope this meeting will facilitate your project and assist in making
your project a success.
Please contact me at (408)866-2158 to arrange a meeting time and to answer any questions.
Si~cerely, ¿
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I. Harold Housley, P.E.
Land Development Engineer
cc:
Michelle Quinney, City Engineer
Frank Cauthorn, Building Official
Barbara Ryan, Planner I
h: \ word/landdev /360bedal(rnp)
70 North First Street, Campbell, California 95008.1423 ' TEL 408,866,2150 ' FAX 408,376,0958 ' TDD 408.866,2790
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MEMORANDUM
CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT
TO:
Barbara Ryan
Project Planner
Michelle Quinney, City Engineer ~ - /
Harold Housley, Land Development Engine~
DATE: February 18, 1997
FROM:
SUBJECT:
Application No: PM 96-02
Address: 360 Bedal Lane
Applicant: Shin Park
Project Description: Parcel Map to Create 3 Lots
DISCUSSION
The property is located at the east end of the east-west leg of Bedal Lane. The applicant proposes to
create three parcels with a minimum area of 8,000 SF which is consistent with the zoning. Public street
access proposed by the applicant is a new cul-de-sac from Bedal Lane.
PUBLIC WORKS DEPARTMENT CONDITIONS OF APPROV AL FOR THE PARCEL MAP ARE
SUMMARIZED AS FOLLOWS:
1.
Final Parcel Map and Dedication Requirements
Prior to issuance of any building permits for the site, the applicant shall pay the Final Parcel
Map plan check fee of $1,060 plus $25.00 per lot, prepare and submit a Final Parcel Map for
review and recordation upon City approval. Final Map shall include the approved street name
for the new cul-de-sac. The new public street right-of-way shall be designated as Lot A on the
final parcel map and dedicated to the City upon recording of the applicant's Final Parcel Map.
2.
Storm Drain Area Fee
Prior to issuance of any building permits for the site, the applicant shall pay the required storm
drain area fee of $2,000/per acre.
3.
Grading and Drainage Plan
Prior to approval of the Final Parcel Map, the applicant shall conduct hydrology studies, as
necessary, prepare grading and drainage plans, and pay fees required to obtain necessary grading
permits.
360 Bedal Lane
February 18, 1997
Page 2
4.
D.
E.
F.
G.
5.
Standard Street Improvements
Prior to approval of the Final Parcel Map and prior to issuance of any building permits for the
site, the applicant shall prepare plans, pay fees, post securities, and provide insurance as needed
to obtain an encroachment permit to construct public street improvements as required by the City
Engineer. Public street improvement plans shall be prepared by a registered Civil Engineer
licensed in the State of California, and shall include the following:
A.
Removal of existing curb, gutter, sidewalk, driveways, pavements, power pole, utilities
and related improvements in Bedal Lane as needed to construct the new cul-de-sac.
B.
New curb, gutter and sidewalk to match the existing predominant improvements.
C.
New cul-de-sac pavement based upon a Traffic Index provided by the City and R-value
provided by the applicant's soils engineer. Asphalt concrete, removal and replacement
or overlay in Bedal Lane as necessary to provide transition to new cul-de-sac.
Removal of existing substandard street lighting facilities and installation of standard
street lighting facilities.
All conforms necessary to match existing improvements and remodeling of the existing
driveway approach serving the adjacent property to the east on Bedal Lane.
Construction of storm drain system in the new cul-de-sac to collect storm water runoff
and convey it underground to the existing storm drain manhole in Bedal Lane.
Signing and striping on new cul-de-sac and Bedal Lane as determined by the Traffic
Engineer.
Completion of Public Street Improvements
Prior to issuance of occupancy for the site, all public street improvements required by the
encroachment permit must be completed and accepted by the City Engineer and the applicant
must provide the one-year maintenance security.
Underground Utilities
All new on-site utilities shall be installed underground per Section 20.36.150 of the Campbell
Municipal Code for any new or remodeled buildings or additions. Applicant shall provide
evidence from all utility companies that the application as proposed can be served. Applicant
shall comply with all plan submittals, permitting, and fee requirements of the serving utility
company.
6.
360 Bedal Lane
February 18, 1997
Page 3
7.
8.
9.
Applicant shall submit a Utility Coordination Plan and Schedule for approval by the City
Engineer for installation of all utilities. The plan shall minimize the damage to Bedal Lane and
all public improvements.
Flood Control
Comply with all requirements of the Santa Clara Valley Water District, including grading,
fencing, etc.
Soils Report
Provide a soils report prepared by a registered Geotechnical or Civil Engineer.
Title Report
Provide a current Preliminary Title Report.
10.
Storm Water Management
Comply with California Storm Water Best Management Practices Handbook, prepared by Storm
Water Quality Task Force, Santa Clara Valley Water District.
11.
Monumentation
Prior to recording parcel map, applicant shall provide security guaranteeing the cost of setting
all monuments as shown on the parcel map.
12.
Street Improvement Agreement
Execute a street improvement agreement and post securities to guarantee the installation of the
required street improvements.
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DEVELOPMENT REVIEW COMMENT SHEET
Distribution: 3/3/97
Completeness: 3/10/97
Conditions: 3/17/97
Tentative C.C. Meeting: 4/8/97
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ROUTE TO:
X Architectural or Landscape Advisor
X Fire Department
X Police Department
Redevelopment Agency
Engineering (Land Development and Traffic Engineer)
Corporation Yard
Building Division
X
X
PROJECT DESCRIPTION
3 single family homes, on 8,000+ sq. ft lots, on cul-de-sac.
INFORMATION:
File No.: SA 97-1,2, and 3
APN: 406-10-003
Applicant: Shin Park, 15855 Rose Ave, Los Gatos, CA 95030 395-3715
Stan Neilsen, architect (510) 253-0599: FAX (510) 253 0857
Project Address: 360 Beda1 Lane (to be assigned 3 addresses on Bedal Court)
Zoning: R-I-8
General Plan: Low Density Residential (under 4.5 DU/acre)
PROJECT PLANNER: Barbara Ryan
DEPARTMENTAL RECOMMENDATION:
If it can be determined that this project will require minimal or no comments by your department/agency,
please return this comment sheet with your initials to the Project Planner as soon as possible.
Status
Initial
No Comment
Additional information/revisions(see attached)
Draft conditions of approval attached
.I. ..~ No.
7 q7-oj
7 q 7-0 Z--
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Development
Application
~ Planning Department
70 North First Street, Ûlmpbell, Ûllifornisl 95008
(408) 866-2140
APN(S): 4 ~ ~ -- / () - 0 0 3 DATEFILID. l-/ 7--:1 / r 1
ZCNING: 1( -- I - ~o(} ¿) GENERAL PlAN: LbkJ 7JGIJ5/Îv í(~517}é:N-nÆL-
PROPER1Y ADDRESS: 3 ¿, 0 15 ~ D A- 1-- L I} ¡J ~ I
1YPEOFAPPUCA1l0N(S): ÎI~ AJ-J¥? ^~t:tt-t~~;uu:..Pl.-- Lc,I""~ ~ft't:;)
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ŒY/SfA1E: 1-os GA-íO s tit
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TELEPHONE: (r"'~) 3 c¡ 5" - 3 Î IS
ZIP: 1~ tJ 3 f)
PROPER1YaNNER: ...s H / N 1+ Ai :Ð ..s D tJ / A-
ADDRffiS: / ) J 'S :s- ]«/ <; G- A- J e--
ŒY/SfA1E: 1-(/ <; G-4--r (l s tA-
~R-I<
TELEPHONE: (reg) 3!~ -- 37/j
ZIP: f'J'LJ30
Attach a separate sheet listing the names and addresses of others you wish to receive copies of staff reports and
agendas.
AFFIDA VIT /SIGN A TURE(S):
The undersigned person(s), having an interest in the above~escribed property, hereby make this
application in accordance with the provisions of the Campbell Municipal Code; and, hereby
certify tha t the informa tion given herein is true and correct to the best of my / our knowledge and
: belief.
J~ß~
Apjicant's Signature
7J..t If 1
I
Date
L ~~
pr~frty Owner's Signature
zjzg/f7
,
Date
NOTE: Staff is required by State Law to notify applicants of the completeness of their applications within 30
days. Only those applications which are found complete will be placed on the Planning Commission Agenda.
OFFICE USE ONLY
PC Meeting:
PC Action:
Completeness Letter Sent:
300 Foot Notices Mailed:
Press Notice Published:
CC Meeting:
CC Action:
Notice of Prep/Public Review:
Notice of Determination:
Fee Paid:
Receipt No:
Rvsd. 7/31/92
Site & ArchitEctural Review
Attachme"nt A
Page 3
PROJECf SUMMARY
Assessors Parcel Number. t-f (;} fa { tJ - 0 () "'3
Lot S~7 4W
~~ 3 ft
Gross sq. ft. (Property to center line of street)
Net sq. ft.
Utiliza tion:
Building Coverage
(include cantilever portions)
Landscape Coverage
Paving Coverage
Floor Area Ratio:
Total building sq. ft.
divided by net lot size
Adjacent Land Uses
North
South
!ill
~ "$t f1::íJ 11 ;tL
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East
West
'.
Parking
Standard
TOTAL
Compact
Restaurant and Assembly Uses
Seating Count
Residential Projects
Unit Type
Living Area
Garage Area
Total Area
No. of Bedrooms
Number of Units
A
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Rvsd.8/3O/93
Sq. ft.
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Zoning
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DEVELOPMENT REVIEW COMMENT SHEET
This map was previously approved by the Director with the cul-de-sac
partly on the adjacent parcel, but has been revised to place it entirely on
the one parcel. Please check your previous conditions to see which still
apply, and if are any changes or additions. Steve wants a short turn
around as this map has been with the City for some time.
x
x
Third Distribution (revised map): February 10, 1997
Completeness & Conditions February 18, 1997
Tentative Community Development Director's Hearing: February 24, 1997
ROUTE TO:
Architectural or Landscape Advisor
Fire Department
Police Department
Redevelopment Agency
Engineering (Land Development and Traffic Engineer)
Corporation Yard
Building Division
x
PROJECT DESCRIPTION
Re-submittal of Parcel Map, per City design direction, to divide one parcel into three, on the bend of Bedal
A venue. Cul-de-sac entirely on parcel
INFORMA TION:
File No.: PM 96-02
APN: 406-10-003
Applicant: Shin Park
Project Address: 360 Bedal Avenue
Zoning: R-I-8
General Plan: Low Density Residential (Less than 4.5 units per gross acre)
PROJECT PLANNER: Barbara Ryan
DEPARTMENTAL RECOMMENDATION:
If it can be determined that this project will require minimal or no comments by your department/agency,
please return this comment sheet with your initials to the Project PI~er as soón as possible.
Status
Initial
No Comment
Additional information/revisions(see attached)
Draft conditions of approval attached
of'CA4(
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MEMORANDUM
CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT
TO:
Barbara Ryan
Project Planner
Michelle Quinney, City Engineer vJÞ
Harold Housley, Land Development Engineer~
DATE: November 21, 1996
FROM:
SUBJECT:
Application No: PM 96-02
Address: 360 Bedal Lane
Applicant: Shin Park
Project Description: Parcel Map to Create 3 Lots
The property is located at the east end of the east-west leg of Bedal Lane. The applicant proposes to
create three parcels with a minimum area of 8,000 SF which is consistent with the zoning. Public street
access proposed by the applicant is a new cul-de-sac from Bedal Lane which will be constructed in two
phases. Lot A will be dedicated at this time to the City upon recording of the applicant's Final Parcel
Map. The applicant will execute an agreement and provide security guaranteeing the immediate
construction of the street improvements within Lot A, plus additional improvements in the existing
Bedal Lane right-of-way.
The balance of the cul-de-sac street improvements to be constructed in Lot Band Bedal Lane will be
completed when the adjacent property (APN 406-10-004) is developed in the future.
Before proceeding with the staff level approval of the Tentative Parcel Map, staff will present a plan
line to Council for adoption to ensure the future construction of the complete cul-de-sac.
Plan Line
Prior to approval of a Tentative Parcel Map, the applicant shall prepare all documents required to
establish the plan line for Bedal. This will include a legal description and plat showing the required
future street dedication from the adjacent property, improvement plans showing completion of the
improvements required for development of the adjacent property to the east, and an 18" x 24" map
labeled "Plan Line for Bedal" which is to include signature blocks as directed by the City. The Plan
Line must be established by ordinance adopted by the City Council and recorded prior to staff approval
of the Tentative Parcel Map.
Alternatively, staff could take both the adoption of the plan line and approval of the tentative map to
Council for concurrent consideration.
360 Bedal Lane
Page 2
Following Council's adoption of a plan line for the cul-de-sac, the Public Works Department Conditions
of Approval for the subject Tentative Parcel Map are summarized as follows:
1.
Dedication to City
Prior to issuance of any building permits for the site, the applicant shall dedicate Lot A as shown
on the Tentative Parcel Map to accommodate the required installation of standard street
improvements. Applicant shall prepare all documents necessary to record dedication and submit
to the City for review, acceptance, and recording.
2.
Final Parcel Map Requirements
Prior to issuance of any building permits for the site, the applicant shall pay the Final Parcel
Map plan check fee of $1,060 plus $25.00 per lot, prepare and submit a Final Parcel Map for
review and recordation upon City approval. Final Map shall include the approved street name
for the new cul-de-sac.
3.
Storm Drain Area Fee
Prior to issuance of any building permits for the site, the applicant shall pay the required storm
drain area fee of $2,000/per acre.
4.
Grading and Drainage Plan
Prior to approval of the Final Parcel Map, the applicant shall conduct hydrology studies, as
necessary, prepare grading and drainage plans, and pay fees required to obtain necessary grading
permits.
5.
Standard Street Improvements
Prior to approval of the Final Parcel Map and prior to issuance of any building permits for the
site, the applicant shall prepare plans, pay fees, post securities, and provide insurance as needed
to obtain an encroachment permit to construct public street improvements as required by the City
Engineer. Public street improvement plans shall be prepared by a registered Civil Engineer
licensed in the State of California, and shall include the following:
A.
Removal of existing curb, gutter, sidewalk, driveways, pavements, power pole, utilities
and related improvements in Bedal Lane as needed to construct the new cul-de-sac.
B.
New curb, gutter and sidewalk to match the existing predominant improvements.
C.
New cul-de-sac pavement based upon a Traffic Index provided by the City and R-value
provided by the applicant's soils engineer. New asphalt concrete overlay in Bedal Lane
as determined by the City Engineer.
D.
Removal of existing substandard street light and construction of new street light(s) in
accordance with the San Tomas Area Neighborhood Plan to match predominant existing
lighting.
9.
12.
360 Bedal Lane
Page 3
E.
Conforms to existing improvements and remodeling of the existing driveway serving the
adjacent property to the east on Bedal Lane.
F.
Construction of storm drain system in the new cul-de-sac to collect storm water runoff
and convey it underground to the existing storm drain manhole in Bedal Lane.
G.
Signing and striping on new cul-de-sac and Bedal Lane as determined by the Traffic
Engineer. No parking will be allowed on the east side of the partial cul-de-sac.
6.
Com1>letion of Public Street Improvements
Prior to issuance of occupancy for the site, all public street improvements required by the
encroachment permit must be completed and accepted by the City Engineer and the applicant
must provide the one-year maintenance security.
7.
U nder~round Utilities
All new on-site utilities shall be installed underground per Section 20.36.150 of the Campbell
Municipal Code for any new or remodeled buildings or additions. Applicant shall provide
evidence from all utility companies that the application as proposed can be served. Applicant
shall comply with all plan submittals, permitting, and fee requirements of the serving utility
company.
Applicant shall submit a Utility Coordination Plan and Schedule for approval by the City
Engineer for installation of all utilities. The plan shall minimize the damage to Bedal Lane and
all public improvements.
8.
Flood Control
Comply with all requirements of the Santa Clara Valley Water District, including grading,
fencing, etc.
Soils Report
Provide a soils report prepared by a registered Geotechnical or Civil Engineer.
10.
Title Report
Provide a current Preliminary Title Report.
11.
Storm Water Management
Comply with California Storm Water Best Management Practices Handbook, prepared by Storm
Water Quality Task Force, Santa Clara Valley Water District.
Monumentation
Prior to recording parcel map, applicant shall provide security guaranteeing the cost of setting
all monuments as shown on the parcel map.
360 Bedal Lane
Page 4
13.
Street Imvrovement Agreement
Execute a street improvement agreement and post securities to guarantee the installation of the
required street improvements.
h: \landdev\360bedal(mp)wp
360 Bedal Parcel Map
Items to be Provided on Plan
1. Existing:
A. Widths of sidewalk on each neighboring property
B. Widths of ROW between back of sidewalk and property line,
shown on each neighboring property
C. Any P.U.C. easements on adjacent properties.
D. Location of power pole and guy wires (so can avoid if possible
moving it, or to indicate it will need to be moved).
E. Driveways on adjacent properties. Also indicate distance between
driveway on adjacent properties and the property line of this
property.
F. Existing driveways serving this property to be removed.
G. Location of closest fire hydrant.
2. Proposed:
A. Widths of sidewalk and distance between curb and new property
line to match that of neighboring properties (1 A &B above).
Dimension to indicate.
B. Cul-de-sac bulb to meet the following: r
~ i. Radius: 30' to face of curb, 38' to property line, lor to match
neighbors' ~/
ii. Sidewalk width and distance to new property line to match that on
neighboring properties.(Appears to be 5' sidewalk plus 3' behind
that, plus easement behind new property line).
iii. New P.U.C. easement at behind sidewalk. Width and location to
be determined by contacting each utility company.
iv. No portion of new sidewalk or easement to fall within neighboring
properties. Sidewalk to match existing sidewalk of neighbors on
both sides.
C. Cul-de-sac throat to meet the following:
i. Curb to curb: 34'
ii. Curb face radius: 28'
iii. Property line radius: 20'
D. Location of proposed driveways on new lots.
E. Square footage of each lot.
F. Proposed adjustment of existing right-of-way property line on subject
property.
9/13/96
Tentative Map
CityorCam{lbcll
Attachment A
Items to be Pravided on Plans
The following items should appear on a Tentative Map:
1.
Date, north arrow, scale
2. Name and address of recorded owner(s)
3. Name and address of the subdivider
4. Name and address of person who prepared the map
5. Sufficient elevations or contours to determine the lay of the land, to City datum.
6. Locations, names, and widths of both existing and proposed streets
7. Existing and proposed easements widths, location and purposes
8. Parcel layout, approximate dimensions and number/letter
9. Acreage of each parcel
10. Existing building(s)
11. Public areas proposed
12. Names of adjoining property owners
13. Recorded maps of, or adjacent to, subject parcel
14. Established existing monument line
15. Basis of bearings
16. Existing property lines to be removed or changed (not to be shown on final map)
17. Existing trees (type, diameter, approximate drip line, for all trees with a diameter
exceeding four inches measured four feet above grade).
18. Existing use of the parcel and existing zoning/general plan
NOTE:
Permanent pipe monuments to be set at each new property comer.
Rvsd.8/30/93
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DEVELOPMENT REVIEW COMMENT SHEET
Second Distribution: September 3, 1996
Conditions: Septem~r__9~J99-6
Tentative C.C. Meeting: October 7, 1996
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ROUTE TO:
Architectural or Landscape Advisor
Fire Department
Police Department
Redevelopment Agmcy
Engineering (Land Development and Traffic Engineer)
Corporation Yard
Building Division
x
x
PROJECT DESCRIPTION
Re-submittal of Parcel Map, per City design direction, to divide one parcel into three, on the bend of Bedal
Avenue. Plan line for portion of cul-de-sac to fall on neighboring property
INFORMATION:
File No.: PM 96-02
APN: 406-10-003
Applicant: Shin Park
RECEIVED
SEP {) 4 1996
Project Address: 360 Bedal Avenue
Public W orbJ Engineering
Zoning: R-1-8
General Plan: Low Density Residential (Less than 4,5 units per gross acre)
PROJECT PLANNER: Barbara Ryan
~!, ,
DEPARTMENTAL RECOMMENDATION:
If it can be detennined that this project will require minimal or no comments by your department/agency,
please return this comment sheet with your initials to the Project Planner as soon as possible.
Status
Initial
No Comment
Additional informationlrevisions(see attached)
~
Draft conditions of approval attached
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MEMORANDUM
CITY OF CAMPBELL PUBLIC WORKS DEPARTMENT
TO:
Barbara Ryan, Project Planner
DATE: 7 /25/96
FROM:
Michelle Quinney, City Engineer '
Harold Housley, Land Development Enginee#-
APPLICATION NO: PM 96-02
ADDRESS: 360 Bedal Lane
APPLICANT: Shin Park
PROJECT DESCRIPTION: 3 Lot Parcel Map for Single Family (R-l) Homes
RE:
COMPLETENESS COMMENTS: Based upon your telephonic message to me, it is understOod
that completeness comments will be re-scheduled for the DRC meeting on Monday, 7/29/96.
As of this date we have not received a map showing a cul-de-sac that is generally acceptable to
the property owners, Planning, and Engineering. We understand you will be meeting with the
landowners regarding.the design. In order for the Parcel Map application to be complete, the
Tentative Parcel Map must include the following:
1.
All of the information requested in the Planning Division's Checklist for Parcel Maps.
2.
All of the information listed in the attached subdivider's statement.
3.
Proposed cul-de-sac curb and property line transitions (conforms) to the existing curbs
and property lines.
4.
The ultimate completed cul-de-sac, if only a partion is initially proposed.
5.
Proposed temporary improvements, if any, including fences, AC curbs, etc.
6.
Proposed driveway approachs.
H: \360BEDAL. COA(WP)(ID)
CITY
ITEMS OK CO MMENTS
11. Approximate lot layout and approximate
dimensions of each lot. Lots shall be
numbered.
12. The configurations and locations of any
existing buildings which are to remain in
place on the property (Ord. 1619 S1(part),
1986).
20 2~ O~O SnhrlivirlpT'1: ...
The subdivider's statement to appear
upon or to accompany the tem~tivc_:;.ap
shall contain the following information:
13. Existing use or uses of the property.
14. Proposed use or uses of the propeny.
15. Statement of the improvements and public
utilities proposed to be made or installed
16. Provision Qf sewerage and sewage
disposal.
17. Public areas proposed.
18. Tree planting proposed.
19. Justification and reasons for any
exceptions to provisions of this chapter.
20. Names of adjoining property owners.
"
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a:tentmap.frm(1and dev. disk)
Page 2
DEVELOPMENT REVIEW COMMENT SHEET
Date Routed: July 15, 1996
COMPLETENESS comments due: July 22, 1996
CONDITION comments due July 29, 1996
ROUTE TO:
O.Architectural or Landscape Advisor
O.Fire Department
O.Police Department
0 Redevelopment Agency
O.'CcEngineering MAP PREVIOUSLY GIVEN TO HAROLD
O.Corporation Yard
0 Building Division
O.Traffic Engineer
PROTECT DESCRIPTION
Parcel Map for three lots.
=~:~ ~~E=-~
Applicant: Shin Park
Project Address: 360 Bedal Lane
Zoning: R-1-8000 (Sé!n Tomas area)
General Plan: Low Density Residential (under 4.5 units/acre)
Proposed Use: 3 lots
PROJECT PLANNER: Barbara Ryan
DEPARTMENTAL RECOMMENDATION:
~
Status
Initial
Completeness comments attached
Preliminary conditions of approval attached
No Comment
Vi
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CITY OF CAMPBELL
MEMORANDUM
To: !f¿~L !In£~ It
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Date: 5" /:;u /9(",
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DEVELOPMENT REVIEW COMMENT SHEET I
Date Routed: May 6,1996
DRC Date ( Preliminary written comments or draft conditions of approval due): May 13, 1996
Completeness Comments:N / A
P.c. Date: N/ A
ROUTE TO:
0
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0
0
0
0
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Architectural or Landscape Advisor
Fire Department
Police Department
Redevelopment Agency
Engineering
Corporation Yard
Building Division
PRQJECf DESCRIYTION
Pre-application for the sudivision of property located at 360 Bedal Laner into 3 lots.
PR Q]ECTlNfORMA n ON:
File No.: PA 96-22 "-"
"\
Applicant: Shin PéU'k
Project Addres
APN: 406-10-003
Zoning: R-1-8
General Plan: Low Density Residential
Proposed Use: Single family homes
-?
PROJECT PLANNE~ ~~t-:r:t/f.4., ú{r/
DEPARTMENTAL RECOMMENDA nON: {/
If it can be determined that this project will require minimal or no comments by your
department/agency, please return this comment sheet with your initials to the Project Planner
as soon as possible.
Status
Initial
No Comment
Additional information/revisions (see attached)
Draft conditions of approval attached
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PUBLIC WORKS DEPARTMENT
PRELIMINARY PROJECT EVALUATION FOR
CONDITIONS OF APPROV AL
APPLICATION NO:
ADDRESS:<--L~ c:::J \? E?\i~ '- ~u E
7'":=>P~ ~(Q .- \6 ,- C:>~
~"~~B"2- DATE: 7-- ~--~C-
BY:
PRELIMINARY PROJECT EVALUATION
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Streets and Related Improvements:
A. Curbs and Gutters ~L ¿A- t I ~"( [ t- t2.
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B.
Sidewalks
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C. Driveway -z-~" ~Hc)"-.[~\
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D. Pavement ~.. l::::-LL-\<2a~1r'-~, C!)L-~
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E. Asphalt Concrete Overlay ~~'-- C> .~C? y- ~ ,
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1
PRELIMINARY PROJECT EVALUATION
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F.
Seal Coat
G. Street Lights ~. Lc,).t--1l ~\ \~~ ~ -----,
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Traffic Control Improvements: ~ ~L.\::-~,~<::':;,.
~cc-n~L-~ ~ L Xb-, ~ 0 \.l P ~~ l r- ~(2\c..~
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Streetscape Imorovements:
Landscaoe Improvements: w'c:::> ~... ~~n-e,,-=- ~
TIL-~ c=-...~ \ If' ~~""1) ~ T. oj ~ L Y.. -i.?J
Screenin~ of Utility Facilities:
Parcel Map: ~~ ~l ~
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~ [;).- ~-=L- b---ot h P. ~-:. - ~ '\ e:::=: \.-i C>
C::¥ l..~'\~ ~~~ , ~2..~L~~
\-riD LX-.) \,L-{ ~-r'".::"" "--4' L c-~ ~L-E::- .
Final Map:
2
PRELIMINARY PROJECT EVALUATION
~
Street Improvement Plans: -p~ \Z....E=-. t ~ C>~V--t l q-
.
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~/ Gradine and Drainaee Plans: ~ 2,&LL-l~:r: ~O- ~ '-.l ~,
~ c.. \. ~ Ý.::::- Ii-- ') ~ TD ~ C-'-l \....L) D
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Soils Report:
Storm Drain Desi~: ~ '\..Å~ (:2)( '-:-.
~ ~\ I.. -~~ P~1--J
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Hvdroloey and Hvdraulic Calculations:
Structural Section Desip:
Re2Ïstered Civil Eneineer/Land Surveyor:
Standard Specifications & Details:
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San Tomas Area Nei!!hborhood Plan:
3
PRELIMINARY PROJECT EVALUATION
~
~
~
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Ri!!ht-of- W av Dedications:
Title Report:
Ineress and E!!ress Easements:
Access Ri~hts:
Under~ound Utilities:
Other Utility Services: ~ b-C:>~ \. bc::=- \"")'T \.L-l \ ~
~ ~ ~ \;-{ t==:4..... "IT"'-~ ~ ~ ~r:-- \ \ \~
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Flood Control:
Storm Drain Area Fee:
Park Impact Fees and Park Land Dedication:
4
PRELIMINARY PROJECT EVALUATION
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Transportation Improvement Fees:
Security: ~t=2- ~~ \ LC:;\;:='"(.
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Reimbursements Owed to the City:
Street Improvement Al:l"eement:
Encroachment Permit: ~-C='")\:::L- ~ l ~ r
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Additional Comments: þ~~~ ~L-F- '-fP":::::..~-rlC>~
~ ~l't &-C'-\. ~ì.-\j~~'- C;.F-Lù~~
h:prelim. prj (mw)6.0
10/95
5