1997-5183 G Street Address
6
Category Serial #
S/83 �i
Name Description
Plan ck. # Year
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RECORDING REQUESTED BY
AND WHEN RECORDED, MAIL TO:
STEPHEN L. FINGAL, ESQ.
650 Town Center Drive
Suite 1850
Costa Mesa, CA 92625
(Space Above for Recorder's Use)
DECLARATION yr t.vvc,r+ruv ca, %- unuLTIONS AND RESTRICTIONS
AND GRANT AND RESERVATION OF EASEMENTS
FOR
LONE HILL ESTATES
PARCEL NO. 16913
CITY OF ENCINITAS
STATE OF CALIFORNIA
puG 1997
1
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TABLE OF CQnENTS
M
DE CLAEATION OF COVENANTS, CONDITIONS
ADD GRANT AND RESERVATION Of
LONE HILL ESTAM
PARCEL NQ. 16913-
DESCRIPTION PAGE.N2,
ARTICLE I DEFINITIONS 1
Section 1.01 City 1
Section 1.02 Committee 1
Section 1.03 Close of Escrow 1
Section 1.04 Declaration 1
Section 1.05 Dwelling Unit 1
Section 1.06 Family 1
Section 1.07 Grantor 1
Section 1.08 Improvement 1
Section 1.09 Lot I
Section 1.10 ,Future Annexed Property 1
Section 1.11 Mortgage 2
Section 1.12 Mortgagee 2
Section 1.13 Owner 2
Section 1.14 Person 2
Section 1.15 Project 2
Section 1.16 Record, Recorded,
Recordation or Filed 2
Section 1.17 Streets 2
Section 1.18 Equestrian Trails 2
ARTICLE II USE RESTRICTIONS 2
Section 2.01 Single Family Residence 3
Section 2.02 Construction on Lots 3
Section 2.03 Signs 3
Section 2.04 Temporary Buildings 3
Section 2.05 Nuisances 3
Section 2.06 No Antennae; Rooftop Appliances 4
Section 2.07 Satellite Communications Receivers 4
Section 2.08 Animal and insect Restrictions 4
Section 2.09 Vehicles 5
Section 2.10 Recreational Vehicle Parking 5
Section 2.11 Clothes Drying Facilities 5
Section 2.12 Business or Commercial Activity 5
Section 2.13 Trash 6
Section 2.14 Machinery and Equipment 6
Section 2.15 Trash Collection and Containers 6
Section 2.16 No Hazardous Activities 6
section 2.17 No Mining and Drilling 6
Section 2.18 Water and Sewer Systems 7
Section 2.19 Drainage 7
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Section 2.20 Leasing and Subdivision 7
Section 2.21 Private Tennis Courts 7
ARTICLE III EASEMENTS AND ENCROACHMENTS 8
Section 3.01 Utility and other Easements $
Section 3.02 Access to Slopes and Drainage Ways 8
Section 3.03 Equestrian Trials 8
ARTICLE IV CONSTRUCTION, EXTERIOR MAINTENANCE, 9
AND SLOPE MAINTENANCE
Section 4.01 Construction of Improvements 9
Section 4.02 Landscaping 9
Section 4.03 Exterior Maintenance and
Repair; Owners Obligations 9
Section 4.04 Slope Maintenance 10
ARTICLE V ARCHITECTURAL AND LANDSCAPING COMMITTEE 10
Section 5.01 Members of Committee 10
Section 5.02 Meetings of the Committee 11
Section 5.03 Review of Proposed Construction 11
Section 5.04 No Waiver of Future Approvals 12
Section 5.05 Non - Liability of Committee Members 12
Section 5.06 Scope of Review 12
Section 5.07 Variance 11
ARTICLE VI TERMINATION, AMENDMENT, AND SEVERABILITY 13
Section 6.01 Termination and Amendment 13
Section 6.02 Severability 13
ARTICLE VII EXEMPTION AND RIGHTS OF GRANTOR 13
ARTICLE VIII ENFORCEMENT 14
Section 8.01 Enforcement 14
ARTICLE IX MISCELLANEOUS 15
r
Section 9.01 Costs and Attorney's Fees 15
Section 9.02 No Representations or Warranties 15
Section 9.03 Constructive Notice and Acceptance 15
Section 9.04 Insurance Obligations of Owners 15
Section 9.05 Notices 15
Section 9.06 Interpretation 16
Section 9.07 General Mortgagee Provisions 16
Section 9.08 Subordination by Mortgagees 16
Section 9.09 Sales Office 1
Section 9.10 Amendment 16
Section 9.11 Execution 17
(ii)
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THIS DECLARATION is made by GARY L. SUKAMIER, an individual,
hereinafter referred, to as "Grantor".
ARTICLE I
DEFINITIONS
Section x..01 " city " means the City of Encinitas.
section 1.02 " Committse shall mean the Architectural and
Landscape Committee formed pursuant to Article V hereof.
Section 1.03. " Close of Escrow shall mean the date on which
a deed conveying any lot is Recorded in the Office of the County
Recorder of the County in which the Project is located.
section 1.0.4 " ec a " shall mean this instrument as it
may be amended from time to time.
Section 1.05 " Dwglling Unit shall mean a detached building
located on a Lot and designed and intended for use and occupancy as
a residence by a single Family.
section 1.O6 " Family " shall mean (1) a group of natural
Persons related to each other by blood or legally related to each
other by marriage or adoption, or (2) a group of Persons not all so
related who maintain a common household in a Dwelling Unit.
Section 1.07 " Grantor " shall mean Gary Bukamier, his
successors, and any Person to which it shall have assigned any
rights hereunder by an express written assignment.
Section 1.0$ 11 ImnroveM@= 1 1 shall mean all structures and
appurtenances thereto of every type and kind, including, but not
limited to, buildings, outbuildings, walkways, sprinkler pipes,
garages, roads, driveways, parking areas, swimming pools and other
recreational facilities, fences, screening walls, retaining walls,
stairs, decks, Landscaping, hedges, windbreaks, plantings, trees
and shrubs, poles, signs, and exterior air conditioning and water
softener fixtures and equipment.
Section 1.09 "I" shall mean any residential lot shown upon
the Recorded Parcel Map of the Project.
Section 1.1Q " Future AnneXed Property shall mean the four
(4) lots on that certain Tentative Tract Map No. 92 -1.01 contiguous
to the Eastern border of the property, which property shall be
annexed and incorporated by these cc &Rs upon recording the Final
Tract Map for that property.
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Section 1,11 " MOr, if shall mean any mortgage or deed of
trust or other conveyance of a Lot to secure the performance of an
obligation which will be reconveyed upon the completion of such
performance. The term "Deed of Trust" or "Trust Deed" when used
herein shall be synonymous with the term "Mortgage ".
Section 1.12 " Mortgagee " shall mean a Person to whom a
Mortgage is made and shall include the beneficiary of a Deed of
`trust; "Mortgagor" shall mean a Person who mortgages his or its
property to another (i.e., the maker of a Mortgage) , and shall
include the Trustor of a Deed of Trust. The term " Trustor" shall
be synonymous with the term "Mortgagor ", and the term "Beneficiary"
shall be synonymous with the term "Mortgagee ".
secti • " owner " shall mean the Person yr Persons,
including Grantor, holding fee simple interest of record to any Lot
which is a part of the Project. The term "Owner" shall include
sellers under executory contracts of sale, but shall exclude
Mortgagees. For purposes of Article 11 only, unless the context
otherwise requires, Owner shall also include the Family, guests,
invitees, licensees, and lessees of any Owner.
Sectig 1.14. "Person" shall mean a natural individual, a
corporation, or any other entity with the legal right to hold title
to real property.
Section 1.15 " Prop ect shall mean that certain real property
described in Exhibit " A " to this Declaration and shall mean the
property shown on Exhibits "A" and "B" after the property described
in Exhibit "B" is annexed into the CC &Rs.
Section 1, 16. " Record ", " Recorded ", " Recordation ", or " Filec A"
shall mean, with respect to any document, the recordation or filing
of such document in the Office of the County Recorder of the County
in which the Project is located.
Section 1.17 " shall mean the streets adjoining the
Project shown on the Recorded Subdivision Maps of the Project.
section 1, is , Il EgUestrian Trail shall mean the equestrian
trails described on Exhibit "c" as described on said recorded tract
map other than those equestrian trails dedicated to the City of
Encinitas or the County of San Diego.
ARTICLE 11
USE RESTRICTIONS
All real property within the Project shall be held, used,
and enjoyed subject to the following limitations and restrictions,
subject to the exemptions of the Grantor set forth herein:
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Section 2.,01 Sinale Yamily Resid nce Each Lot may have a
Dwelling Unit and may have a detached garage, guest house, utility
building and /or a barn constructed thereon which shall be used as
a residence for a single Family and for no other purpose.
Section 2.02 Constructign.on Lots No Dwelling Unit shall
be erected, altered, placed, or permitted to remain on any Lot,
other than one (1) detached single Family residence, a private
garage for not more than three (3) automobiles, one (1) guest
house, one (1) utility building and /or one (z) barn, which, subject
to the provisions hereof, may or may not be attached to the
Dwelling unit. A garage designed for more than three (3)
automobiles may be constructed only with the prior written approval
of the Committee. No part of the construction on any Lot shall
exceed two (2) stories in height above the finished grades without
prior written approval of the Committee. chimneys, railings, and
mechanical appurtenances approved by the Committee may rise above
the authorized height limit; provided they are, in the sole opinion
of the Committee, of normal size, height, distribution, and in
keeping with the maintenance of views.
section 2..03 sic g . No sign, poster, billboard, advertising
device or other display of any kind shall be displayed to the
public view on any portion of the Project or any Lot without the
prior written consent of the Committee, except one (1) sign for
each Dwelling Unit of customary and reasonable dimensions,
advertising the Lot and Dwelling Unit for sale or rent, or except
signs, regardless of size, maintained on Lots owned by Grantor to
advertise the Project or other similar property in the vicinity of
the Project being marketed by Grantor. All signs or billboards and
the conditions promulgated for the regulation thereof shall conform
to the requirements of all applicable governmental ordinances.
Se ction 2.04 Temporary Buildings Subject to the provisions
of Article VII of this Declaration, no out - building, basement,
tent, privy, shack, shed, or other temporary building or
improvements of any kind shall be placed upon any portion of the
Project either temporarily or permanently without the written
consent of the appropriate government agency. No garage, trailer,
camper, motor home, boat, tent, or recreational vehicle shall be
u &ed as a residence in the Project, either temporarily or
permanently.
Section 2.05 Nuisances No Lot shall be used in such manner
as to obstruct or interfere unreasonably with the residential and
related uses of other lots. No noxious or offensive activity shall
be carried on, in, or upon any Lot, nor shall anything be done
thereon which may be or become an unreasonable annoyance or
nuisance to any other owner. Without limiting the generality of
the foregoing provisions, no loud noises or noxious odors, exterior
speakers, horns, whistles, bells, or other sound devices (other
than security devices used exclusively for security purposes),
noisy or smoky vehicles, large power equipment or large power
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tools, unlicensed off -road motor vehicles, or :items which may
unreasonably interfere with television or radio reception or any
owner in the Project shall be located, used, or placed on any
portion of the Project or exposed to view of other owners without
the prior written approval of the Committee. The Committee or the
city shall have the right to determine if any noise, odor,
interference, or activity producing the noise, odor, or
interference constitutes a nuisance.
,a„gction x..06 No Antennae; Rooftop Anialiances No radio
antenna aerial C.B. antenna, television antenna or other
facilities for the reception or transmission of radio or television
signals or other means of communication shall be erected, installed
or maintained on any Lot, except totally within a Dwelling Unit
with no exterior evidence thereof or in underground conduits. A
master antenna or cable vision antenna may be provided for the use
of all owners, and Grantor may grant easements for such purposes.
In addition, no improvements, appliances or other installation
shall be permitted an the roofs of Dwelling Units, unless installed
in a manner so as not to be visible from other Lots or streets, and
approved in writing by the Committee.
Section 2.07. satellite Communications Receiverz Satellite
communication Receivers (dishes) are allowed to be integrated into
the landscape plan provided that they are screened from general
viewing. The location, method of screening and color require the
review and approval of the Architectural committee, Such
submittals shall follow the format for "Landscaping Submittals"
contained in the Architectural Guidelines adopted by the committee.
Section .08 Animal and Insect Restrictions No livestock,
reptiles, insects, poultry, or other animals of any kind shall be
raised, bred, or kept on any Lot, except horses, goats, lambs,
chickens, ducks, domestic dogs, cats, fish, birds, and other
household pets, may be kept on Lots, provided that they are not
kept, bred, or maintained for commercial purposes or in
unreasonable quantities. Prior to keeping any houses or similar
animals an the sots, the owner must and shall take all necessary
steps and measures to prevent flies and other insects, noxious
odors, and other nuisances from occurring. This covenant may be
enforced by other owners in the Project or the City. As used in
this Declaration, "unreasonable quantities" shall ordinarily mean
more than four (4) horses and more than two (2) of each other type
of permitted animal per Dwelling Unit; provided, however, that the
committee may determine that a reasonable number in any instance
may be more or less. The Committee shall have the right to
prohibit maintenance of any animal which constitutes a nuisance as
determined by a court of law. Animals belonging to owners,
occupants, or their licensees, tenants, or invitees within the
Project must be either kept within an enclosure or on a leash being
held by a Person capable of controlling the animal. Furthermore,
any owner shall absolutely liable to each and all remaining owner's,
their Families, guests, tenants, and invitees for damages or
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injuries caused by an animals brought or kept upon the Project by
an Owner or by members of his Family, his tenants, or his guests.
No corrals shall be visible from the front of any Lot.
section 2..09, Vehicles No owner shall park, store, or keep
anywhere on the Project, including, without limitation, on any
Street, any recreational vehicle, commercial -type vehicle, dump
truck, cement mixer truck, oil or gas truck, delivery truck, truck
with a load capacity which exceeds three - quarters (3/4) ton, bus,
aircraft, or inoperable vehicle, unless such vehicle is completely
obscured from view of the adjoining Lots and Streets by a fence or
other appropriate screening device approved in writing by the
committee and the . Garage doors shall remain closed, except for
reasonable periods while the garages are being entered and exited.
Garages shall be used for garage purposes only and shall not be
converted to other uses. Vehicles owned, operated, or within the
control of any owner shall be parked in the garage of such Owner to
the extent of the space available therein, and each owner shall
insure that his garage is maintained so as to be capable of
accommodating at least two (2) full sized automobiles.
Notwithstanding the foregoing, these restrictions shall not be
interpreted in such a manner as to permit any activity which would
be contrary to any governmental ordinance or regulation. No
overnight parking shall be permitted on any private street within
the Project.
Section 2.14 Recreational Vehicle Parking Recreational
vehicles are allowed to be maintained on an owner's lot provided
that a designated place of storage is provided and that such
storage location be screened from the view of adjacent properties.
No more than (3) three such vehicles shall be maintained on a
single lot at any one time.
Recreational vehicles are defined as, truck mounted campers,
trailers used for temporary habitation, motor homes, boats, barges
or other vehicles driven or towed from place to place for
recreation purposes.
Recreational storage facilities shall require the review and
aFproval of the committee. Such submittals shall follow the format
fdr "Landscaping Submittals" contained in the Architectural
Guidelines adopted by the Committee.
Section 2.11 Clothes Dryina Facilities Outside
clotheslines or other outside facilities for drying or airing
clothes shall not be erected, placed, or maintained on any property
or Lot within the Project.
Section 2.12 Business or Commercial Activity No part of
the Project shall ever be used or caused to be used or allowed or
authorized in any way, directly or indirectly, for any business,
commercial, manufacturing, mercantile, storing, vending, or other
such non - residential purposes; except Grantor, its successors, or
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assigns may use any portion of the Project owned by Grantor for a
sales trailer or model home site for display and sales office
purposes during Grantor's marketing and sales period for the
Project and other residential subdivisions being developed by
Grantor in the vicinity of the Project; and except professional and
administrative occupations without external evidence thereof, so
long as such occupations are in conformance with local governmental
ordinances and are merely incidental to the use of the Dwelling
Unit as a single Family residence.
Section 2.13 Trash No rubbish, trash, or garbage or other
waste material shall be kept or permitted upon any Lot, except in
sanitary containers located in appropriate areas screened and
concealed from view, and no odor shall be permitted to arise
therefrom so as to render the Project, or any portion thereof,
unsanitary, unsightly, offensive, or detrimental to any other
property in the vicinity thereof or to its occupants. Trash
containers shall be exposed to the view of neighboring Lots or the
Streets only when set out for a reasonable period of time (not to
exceed twelve (12) hours before and after scheduled trash
collection. hours). There shall be no exterior fixes whatsoever,
except barbecue fires contained within receptacles or fire pits
commercially designed therefor. No clothing or household fabrics
shall be hung, dried, or aired in such a way in the Project, and no
animal manure, lumber, grass, scrap, tree clippings, plant waste,
metals, bulk materials, refuse, or trash shall be kept, stored, or
allowed to accumulate on any portion of the Project, except with an
enclosed structure and /or appropriately screened from view (as
determined by the Committee and the City), and so long as no fire
hazard is created thereby.
Section 2. 14 . M51ghinery and E�Mipment No machinery or
equipment of any kind shall be placed, operated or maintained upon
or adjacent to any property or Lot within the subdivision, except
such machinery or equipment as is usual and customary in the County
of San Diego, California, in connection with the use, maintenance
or construction of private residences or appurtenant structures.
ag ction 2. 15. Trash Col action and !�pntainers No garbage or
trash shall be placed or kept on a Lot within this subdivision
except in covered sanitary containers. In no event shall such
containers be maintained so as to be visible from neighboring Lots
except to make the same available for collection, and then only the
shortest time reasonably necessary to effect such collection.
Section 2.16 No Hazardous Activities No activities shall
be conducted on any Lot, and no Improvements shall be conducted on
any Lot which are or might be unsafe or hazardous to any Person or
property.
Section 2.17 No Mining and Drilling No portion of the
Project shall be used for the purpose of mining, quarrying,
drilling, boxing, or exploring for or removing water, oil, gas, or
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other hydrocarbons, geothermal heat, minerals, rocks, stones,
gravel, or earth.
Se ction 2 -;-8. water and Sewage syst%M& No individual water
supply system or sewage disposal system shall be permitted on any
Lot unless such system is approved by the Committee and the City
and designated, located, constructed, and equipped in accordance
with the requirements, standards, and recommendations of any
applicable water district and any applicable governmental health
authority having jurisdiction.
Secgion___2 ,19 Drainarre There shall be no interference with
or obstruction of the established surface drainage pattern(s) over
any Lot within the Project unless an adequate alternative provision
is made for proper drainage. Any alteration of the established
drainage pattern, including, without limitation, the construction,
placement or maintenance of Improvements thereon, must at all times
comply with all applicable local governmental ordinances and be
approved in writing by the committee and the City.
section 2.20 Leasing and Subdivision No provision of this
Declaration shall be construed to limit the right of an owner (a)
to rent or lease the Dwelling Unit on his Lot by means of a written
lease or rental agreement, expressly made subject to the
restrictions of this Declaration, so long as the Dwelling Unit is
not leased for transient or hotel purposes (as used herein,
"transient or hotel purposes" shall mean renting or .leasing for a
period of thirty (30) days or less); (b) to sell, his Lot; or (c) to
transfer or sell his Lot to more than one Person to be held by them
as tenants in common, joint tenants, tenants by the entirety, or as
community property. Any failure by the lessee or tenant of such
Dwelling Unit to comply with the provisions of this Declaration
shall constitute a default under the lease or rental agreement. No
owner shall further subdivide his Lot without the written consent
of the city.
Section R.21 private Tennis—Courts Private tennis courts
with lights for nighttime play are permitted provided that lights
if installed must be equipped with an automated shut off devise
that turns the lights off at 10 :00 p.m.
Hours of playing are limited to 6:30 a.m. to 10100 p.m.
The location, landscaping, fencing and lighting design for
private tennis courts are subject to the review and approval of the
Committee. Such submittals shall follow the format for
"Landscaping submittals" contained in the Architectural Guidelines
adopted by the Committee.
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ARTICLE III
EASEMENTS AND ENCROA r ENTS
Sectiozi-,3.o1 Tit'lity and other Easements Each owner
agrees, by execution hereof and /or acceptance of his deed, that his
Lot is granted subject to easements for utility installations and
maintenance, equestrian trails, entry monuments, drainage
facilities, and other items as shown on the Recorded Subdivision
Maps of the Project, Exhibit "C" to this Declaration or other
documents which may have been recorded prior to the Owner taking
title to his Lot. Within these easements, no structure, planting,
or other material shall be placed or permitted to remain which may
damage or interfere with the installation and maintenance of the
above - referenced utilities, equestrian trails, entry monuments and
drainage facilities. The easement areas of each Lot and all
Improvements therein shall be maintained continuously by the owner
of such Lot, except for those Improvements for which a public
authority or utility company is responsible.
Section 3.02 Access to Slopes-and DraiLlAa2 WAY-a Each owner
agrees for himself and his successors in interest, by execution of
this Declaration and /or the acceptance of his deed, to permit free
access by Owners of other Lots and the city to slopes or drainage
ways, if any, located on his Lot, which slopes or drainage ways
affect said other Lots, when such access is essential for the
maintenance or permanent stabilization of such slopes or for the
maintenance of drainage ways for the protection or use of said
other Lots. In the event of a dispute hereunder, the decision of
the Committee, or its successor in interest, shall be final, unless
otherwise determined by a court of competent jurisdiction.
Section 3.03 E�uestrian Tral1 . Each Owner agrees for
himself and his successors in interest, by execution of this
Declaration and /or the acceptance of his deed, to be responsible
for the care and maintenance of such portions of the Equestrian
Trails located on each ownerls Lot, as shown on the Recorded
Subdivision Map of the Project and /or Exhibit "S" to this
Declaration. Such care and maintenance shall be pursuant to the
standards set, as may be amended from time to time, by the
Committee.
Should any owner fail to provide such cane and maintenance to
such portion of the Equestrian Trails or entry monuments in a
manner satisfactory to the Committee, the Committee shall give
written notice to said owner as shown on the tax assessors records,
which notice shall either be personally delivered, or sent by U.S.
mail, postage pre -paid, certified or registered, return receipt
requested, providing such owner, thirty (30) days to provide such
care and maintenance and correct or repair same. Should any Owner
fail to provide such care, maintenance, or repair within said
thirty (30) day period, the Committee may, at its sale option,
provide such care and maintenance. In such event, the costs
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thereof, including aftinistrative, legal, and incidental costs,
shall become an obligation of the Owner of the Lot. The collection
of any such obligation by the Committee, at its option, shall be by
any lawful means, including but not limited to, the filing of an
action for collection against the Owner of the Lot. Any judgment
rendered against an Owner of a Lot shall also immediately become a
lien against said Owner's Lot.
Section 3.04 Private Road Maintenancg Each owner of a Lot
will be required to execute and comply with the Dove Hollow Road
Maintenance Agreement and that certain Private Road Maintenance
Agreement executed between Gary L. Bukamier and the City of
Encinitas, recorded July 28, 1992 as Document No. 1992 - 0468735 in
the Official Records of San Diego County.
ARTICLE IV
!�ONSg ,$,T , EXTERIOR MAINTENANCE,.
AND SL MAINTENANCE
Section 4.41 Construction of improvements Each owner
agrees that all improvements on the property approved by the
committee will be constructed within two (2) years after
commencement of construction. "Commencement of construction" shall
mean the date on which building permits are pulled from the City of
Encinitas. The Committee, for good cause, may extend this two (2)
year period for a reasonable additional period, provided, the owner
of the lots diligently pursues the completion of improvements on
its lot.
gection 4.02 Landscaping Each owner agrees that
landscaping of the front yard of the property will be completed
within thirty (30) months after commencement of construction. The
Committee, for good cause, may extend this two (2) year period for
a reasonable additional period, provided, the owner of the lots
diligently pursues the completion of improvements on its lot.
ection 4.03 Exterior Maintenang and Repair; pro-mar's
Obligations All Improvements and grounds of Lots in the Project
shall at all times be kept in good condition and repair. If any
owner permits any Improvement, which is the responsibility of such
owner to maintain, to fall into disrepair so as to create a
dangerous, unsafe, unsightly, or unattractive condition, the
Committee or the City, may notify the Owner and direct such Owner
to do whatever work is necessary in order to comply with the
requests of the Committee. If within thirty (30) days after such
Owner's receipt of such written notice the Owner has still not
complied with the requests of the Committee, the Committee or its
duly authorized appointees or agents shall have the right to either
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seek remedies at law or in equity which it may have to remedy such
non-compliance.
Section 4.04 Slope MAintenangg Each Owner will keep,
maintain, water, plant and replant all slope banks located on such
owners Lot so as to prevent erosion and to create an attractive
appearance. No structure, planting or other material shall be
placed or permitted to remain on any slope bank, nor shall any
other activities be undertaken thereon which may damage or
interfere with established slope ratios, create erosion or sliding
problems, change the direction of flow of drainage channels, or
obstruct or retard the flow of water through drainage channels and
ways.
ARTICLE V
ARCHITECTURAL AND LANDSCAPING CMIJIgg
Section 5.01 Members of Committee The Architectural and
Landscape Committee, sometimes referred to in this Declaration as
the "Committee ", shall consist of three (3) members. The initial
members shall be representatives of the Grantor. Grantor shall
have the unrestricted right to appoint and remove a majority of the
members of the Committee and to fill any vacancy of such majority
until the "turnover date ", which shall be the earlier of the date
on which either (a) Close of Escrow has occurred for the sale by
Grantor of sufficient lots such that ninety percent (90 %) of the
Lots subject to this Declaration are owned by parties other than
Grantor, or (b) seven (7) years following the date of the sale of
the first .Lot. The Grantor may at any time assign in writing such
powers of removal and appointment to the owners, subject to such
terms and conditions as Grantor may impose, if any. Commencing one
(1) year from the date of close of Escrow for the sale of the first
Lot in the Project to a purchaser from Grantor, the Owners of a
majority of the Lots (excluding Lots owned by Grantor) shall have
the power to appoint in writing one (1) member to the Committee,
until the turnover date. Thereafter, the Owners of a majority of
the Lots (including Lots owned by Grantor) shall have the power to
appoint and remove all or any of the members of the Committee.
Members of the Committee appointed by Grantor need.not be residents
of the Project. Concurrently with the Close of Escrow for the sale
of the last Lot in the Project to a purchaser of Grantor: (i) any
representatives of Grantor then sitting on the Committee shall be
deemed to have automatically resigned from the Committee without
further action of any kind; (ii) Grantor shall have no further
right or obligation to participate on the Committee or enforce any
of the covenants, conditions or restrictions of this Declaration,
and (iii) all power to elect the Committee shall be vested in the
owners of the Lots in the Project. One vote shall be allocated to
each Lot for each Committee member with cumulative voting
permitted.
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08/16/1997 15:51 17146939471 DIANE ZETTEL PAGE 14
,g„ection 5-02 Mtgrings of the CgMmittee. The Committee shall
meet from time to time as it deems necessary in its sole discretion n
to perform its duties hereunder. The vote or the written consent
of a majority of the Committee taken without a meeting shall J
constitute an action of the Committee.
Sec Review of Progosed QQnstruction Subject to
Article V11 of this Declaration, no building fence, wall, swimming
pool or spa, landscaping, or other Improvement shall be (1
constructed, erected, painted, planted, repaired, or maintained
upon the Project, nor shall any exterior addition thereto or change
or alteration therein be made, until the plans and specifications
showing the nature, kind, shape, heights, materials, and location
of the same shall have been submitted to and approved in writing by
the Committee. Until changed by the Committee or the automatic
resignation of Grantor's representatives therefrom pursuant to
Section 5.01 hereof, whichever occurs first, the address for
submittal of plans and specifications shall be c/o Gary L.
Bukamier, 4745 E. Bryson Street, Anaheim, CA 92807. The Committee
shall approve proposals or plans and specifications submitted for
its approval only if it deems that the construction, alteration, or
addition contemplated thereby in the locations indicated will not
be detrimental to the appearance of the surrounding area of the
Project as a whole, and that the appearance of any structure
affected thereby will be in harmony with the surrounding
structures. The Committee may condition its approval of proposals
or plans and specifications on such changes thereto as it deems
appropriate, and may require submission of additional plans and
specifications or other information prior to approving or
disapproving material submitted. The Committee may also issue
standards or guidelines (a) concerning landscaping and
construction, (b) setting forth procedures for the submission of
plans for approval, (c) requiring a reasonable fee ("Review Fee ")
payable to the committee for any costs involved to accompany each
application for approval, and (d) specifying additional factors
which it will take into conai.deration in reviewing submissions.
The Committee may require such detail in plans and specifications
submitted for its review as it deems proper, including, without
limitation, floor plans, site plans, drainage plans, elevation
drawings, and description of samples of planting, exterior
materials and colors. Until receipt by the Committee of all plans,
specifications of other materials deemed necessary by the
committee, the Committee may postpone review of any plans submitted
for approval. Each Owner shall obtain a written receipt for any
plans and specifications submitted to the Committee for approval.
Decisions of the Committee and the reasons therefor shall be
transmitted by the Committee to the applicant at the address set
forth in the application for approval within forty -five (45) days
after receipt by the Committee of all materials required by the
Committee, Any application submitted pursuant to this Section 5.03
shall be deemed approved, unless written disapproval or a request
for additional information or materials by the Committee shall have
been transmitted to the applicant within forty -five (45) days after
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88/1611997 15:51 17146939471 DIANE ZETTEL PAGE 15
the date of receipt by the Committee of all required materials.
Notwithstanding the foregoing, Grantor need not seek approval of
the Committee with respect to its grading, construction or other
activities on the Project, until Close of Escrow for the sale of
the last Lot in the Project from Grantor to a member of the public
pursuant to a Final Subdivision Report issued by the California
Department of Real Estate, if any.
Section 5.04 No Waiver of Future &gprovals The approval
of the committee to any proposals or plans and specifications or
drawings for any work done or proposed or in connection with any
other matter requiring the approval and consent of the Committee
shall not be deemed to constitute a waiver of any right to withhold
approval or consent as to any similar proposals, plans and
specifications, drawings or matter whatever subsequently or
additional submitted for approval or consent.
sectign 5.o5 Non- Liability of Co ittee Members Neither
Grantor, the Committee, nor any members thereof, nor their duly
authorized representatives shall be liable to any owner of any
loss, damage, or injury arising out of or in any connection with
the performance of the Committee's duties hereunder, unless due to
the willful misconduct of the Committee or such member. Neither
Grantor, the Committee, nor any members thereof, nor their duly
authorized representatives, shall be required to perform any duties
hereunder or monitor, supervise, polioe, enforce, or otherwise
enforce any rights hereunder, and shall not be liable to any of the
Owners of the Lots for failure or refusal to exercise any of the
rights hereunder.
Section 5.06 Scone of Review The Committee shall review
and approve or disapprove all plans submitted to it for any
proposed Improvement, alteration, or addition on the basis of
satisfaction of the Committee with the grading plan, location of
the Improvements on the Lot, the finished ground elevation, the
color scheme, finish, design, proportions, architecture, shape,
height, style, appropriateness of proposed Improvements, affect on
views from adjoining Lots, the materials used therein, the kinds,
pitch or type of roof proposed to be placed thereon, the planting,
] andscaping, size height, or location of vegetation on a Lot, and
6h the basis of aesthetic considerations and the overall benefit or
detriment which would result from such improvements, alteration or
addition to the Project generally. Although the Committee shall
take into consideration the aesthetic aspects of the architectural
designs, placement of buildings, landscaping, color schemes,
exterior finishes, and materials, and similar features, it shall
not be responsible for reviewing, nor shall its approval of any
plans or design be deemed approval of, any plan or design from the
standpoint of adequacy of drainage, structural safety or
conformance with building or other codes. The approval of any
proposed Improvements, alteration, or addition shall be conditioned
on (i) commencement of work on such Improvement within one hundred
eighty (180) days after written approval is forwarded to the Owner,
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08/16/1997 15:51 17146939471 DIANE ZETTEL PAGE 16
and (ii) the completion of such work within a reasonable period of
time thereafter as further specified by the Committee.
7. Variance The Committee may authorize
variances from compliance with any of the architectural provisions
of this Declaration, including, without limitation, restrictions on
height, size, floor area, or placement of structures, or similar
restrictions, when circumstances such as topography, natural
obstructions, hardship, aesthetic or environmental considerations
may require. Such variances must be in writing, must be signed by
at least a majority Of the members of the Committee, and shall
become effective upon Recordation. If such variances are granted,
no violation of the covenants, conditions and restrictions
contained in this Declaration shall be deemed to have occurred with
respect to the matter for which the variance was granted. The
granting of such a variance shall not operate to waive any of the
terms and provisions of this Declaration for any purpose except as
to the particular property and particular provision hereof covered
by the variance, nor shall it affect in any way the Owner's
obligation to comply with all laws and regulations of any
governmental authority affecting the use of his Lot, including, but
not limited to, zoning and building requirements.
ARTICLE VI
TERMINATION, AMENDMErIT, AND .gE[M=ILJT
Section_._ 6.01 Termination and Amendment All covenants,
conditions, and restrictions contained in this Declaration shall
run with the land and shall be binding on and enforceable by all
Owners and parties and persons claiming under them for a period of
twenty (20) years after the recordation of this Declaration and,
thereafter said covenants, conditions, and restrictions shall
automatically be extended for successive periods of ten (10) years,
unless, by a written instrument signed by the owners of a majority
of the Lots at any time and recorded, the Owners determine to
revoke or change in whole or in part this Declaration, subject to
the provisions of Article V11 of this Declaration.
Section 6._QZ Sever ability Invalidation of any of the
easements, covenants, conditions, or restrictions of this
Declaration by judgment or court order shall not affect other
provisions of this Declaration, which provisions shall remain in
full force and effect.
ARTICLE VII
EX22TION AND RIGHTS OF
Nothing in this Declaration shall limit the right of Grantor
to complete construction of Improvements on the Project or to alter
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oe/16/1997 15:51 17146939471 DIANE ZETTEL PAGE 17
the foregoing, or to construct such additional improvements as
Grantor deems advisable prior to the completion and the sale by
Grantor, of all of the Lots in the Project and all lots in other
residential subdivisions being developed from time to time by
Grantor in the vicinity of the Project ( "Other Projects "). Such
rights shall include, but shall not be limited to, erecting,
constructing, and maintaining on any portion of the Project owned
by Grantor, such structures and displays as may be reasonably
necessary for the conduct of its business of completing the work
and disposing of Lots in the Project and other Projects by sale,
lease, or otherwise. Grantor specifically reserves the right to
use any unsold Lots on the Project for model and sales offices for
marketing in connection with the Project and other Projects, and
further reserves the right to rent any unsold Dwelling Units. This
Declaration shall not limit the right of Grantor at any time prior
to acquisition of title to a Lot by a purchaser from Grantor to
establish on the Lot additional easements, reservations, and
rights- of-way for itself, utility companies, or others as may from
time to time be reasonably necessary by the proper development and
disposal of the Project. Grantor reserves the aright to alter its
construction plans, specifications and designs as it deems
appropriate, in its sole discretion, without first seeking the
approval of the Committee. The rights of Grantor hereunder may be
assigned by Grantor in whole or in part, to any successor to all or
part of Grantor's interest in the Project. Any such assignment
must be in writing and Recorded. The provisions of this Article
shall not be altered or terminated without the prior written
consent of Grantor for so long as Grantor owns (1) or more Lots of
the Project.
ARTICLE VIII
ENFORCMENT
$gction..__$s01 Enforceme Breach of any of the easements,
covenants, conditions, or restrictions contained in this
Declaration and the continuation of any such breach may, but shall
not be required to, be enjoined, abated, or remedied by appropriate
legal or equitable proceedings by an Owner (including Grantor for
sb long as Grantor owns a Lot in the Project) or by the Committee
(or member thereof) ; provided, however, that any matter duly
approved by the Committee as provided herein shall be deemed not to
be in violation of any provision of this Declaration. It is hereby
agreed that recovery of damages at law for any breach of the
provisions of this Declaration would not be an adequate remedy.
Breach of any easements, covenants, conditions, or restrictions
contained in this Declaration shall not defeat or render invalid
the lien on any recorded Mortgage, or any part thereof, made in
good faith and for value as to any Lot of the Project; but such
easements, covenants, conditions, and restrictions shall be binding
and effective against any Owner of a Lot or Lots whose title
thereto is acquired by foreclosure, trustee's sale, or otherwise.
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08/16/1997 15:51 17146939471 DIANE ZETTEL PAGE 18
If the parties hereto, or any of them or their heirs or assigns or
successors -in- interest shall violate or attempt to violate any of
the easements, covenants, conditions, or restrictions contained or
referenced in this Declaration, in addition to Grantor and Owners
of the Lots, the Committee will have the absolute discretion to
enforce same as provided for hereinabove.
ARTICLE IX
MISCELLANEOUS
Section 9..9.1 Costs and Attorney's Fees If an action is
instituted in a court of Competent jurisdiction to enforce any of
the covenants, conditions, restrictions, or easements contained in
this Declaration, the party against whom the judgment, decree,
order, or declaration is entered shall, and agrees to, pay all
costs of suit and a reasonable attorney's fee, such as may be
established by said court.
Section 9.02. No Representations or Warranties No repre-
sentations or warranties of any kind, expressed or implied, have
been given or made by Grantor or its agents or employees in
connection with the Project or any portion of the Project dealing
with its physical condition, zoning, compliance with applicable
laws, purpose for intended use, nor in connection with the
subdivision, sale, operation, or use of the Project except a
specifically and expressly set forth in this Declaration and except
as may be filed by Grantor from time to time with any other
governmental authority.
$ ection 9.4_ Cgnnstructivs Notice and Aecentanee Every
person who awns, occupies, or acquires any right, title, estate, or
interest in or to any Lot or other portion of the Project does and
shall be conclusively deemed to have consented and agreed to the
reasonableness and binding effect of every limitation, restriction,
easement, reservation, condition, and covenant contained herein,
whether or not any reference to Declaration is contained in the
instrument by which such person acquired an interest in the
Project, or any portion thereof.
Section 9.04 insurance Obligations.of owners Each owner
shall be solely responsible for insuring all of his Dwelling Unit
and other improvements on his Lot, including, without limitation,
the structural portions of such Dwelling Unit, against loss or
damage by fare or other casualty. Each Owner shall also be solely
responsible for obtaining adequate comprehensive public liability
insurance, including medical payments and malicious mischief,
insuring against liability for bodily injury, death, and property
damage arising from his activities on his Lot.
$ ection 9.05 Notices Any notice permitted or required to
be delivered as provided herein shall be in writing and may be
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88/16/1997 15:51 17146939471 DIANE ZETTEL PAGE 19
delivered either personally or by mail. It delivery is made by
mail, it shall be deemed to have been delivered three (3) days
after a copy of the same has been deposited in the United States
mail, postage prepaid, addressed to any person at the address given
by such person to the committee for the purpose of service of such
notice, or to the residence of such person if no address has been
given to the Committee. Such address may be changed from time to
time by notice in writing to the committee.
section 9.Q6 interpretation The provisions of this
Declaration shall be liberally construed to effectuate its purpose
of creating a uniform plan for the creation and operation of a
residential development, and any violation of this Declaration
shall be deemed to be a nuisance. The Article and Section
headings, titles, and captions have been inserted for convenience
only and shall not be considered or referred to in resolving
questions of interpretation or construction. As used herein, the
singular shall include the plural and masculine, feminine, neuter
shall each include the other, unless the context dictates
otherwise. All references herein to "days" shall, unless indicated
to be contrary, refer to consecutive "calendar days ".
section 9. t77 General Mort provisions No breach of
the covenants, conditions or restrictions herein contained shall
defeat or render invalid the lien of any Mortgage or Deed of Trust
made in good faith and for value, but all of said covenants,
conditions and restrictions shall be binding upon and effective
against any owner whose title is derived through foreclosure of
trustee's sale or otherwise.
Section 9.08 Subordination ky Mortgag=s Each Mortgagee
on the Project at the time of recordation of this Declaration shall
have subordinated the lien and charge of the deed of trust naming
said Mortgagee as beneficiary by execution of a Subordination
Agreement. The subordination Agreements of said Mortgagees are
attached hereto as Exhibit "C ".
Section 9.09 gales office Grantor shall be entitled to
maintain a sales trailer or office on the Project (including a
sales office in a house or houses on the Lots and Model Homes) for
the Project or other projects of Grantor in the vicinity, until
Grantor has sold and closed escrow on all of the Lots in the
Project.
Section 9.10 Amendm9n& This Declaration of covenants,
Conditions and Restrictions may* be amended by the Grantor's sole
signature during the period of time that Grantor's representatives
control the committee. Thereafter, this Declaration may be amended
by the affirmative vote or written consent of a single majority the
Lot owners in the Project with each Lot having one (1) vote.
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08/16/1997 15:51 17146939471 DIANE ZETTEL PAGE 20
Sgction 9.11 Execution IN WITNESS WHEREOF, the parties
have caused this Agreement to be executed as of the date set forth
hereinb .
Dated • ft e, e 1993 "GRANTOR"
Gary L.68ukamier
RMBWu=kw.cC
COMM
STATE OF CALIFORNIA
COUNTY OF ;Z.A pj G e
� .
n this the day of —?tch� , 19YI, before .me,
g -4 the undersigned Notary
Public, pej. sonally appeared r'.��Y - RVL,- ").Y/ 0 AL
, personally known to me (or proved to me on the basis of
satisfactory evidence) to be the person(pf whose naze* is /axw
subscribed to the within instrument, and acknowledged to me that
he /,phi / executed the same in his /hse /thwir authorized
capacity (jiw�, and that by his />ef /theif signature W on the
instrument the person(Al or the entity upon behalf of which the
personp acted, executed the instrument.
WITNESS my hand and official 1.
( seal)
QFFICLAL SEAL
GAMY H. ELIAS
m NOTARY PUBLIC - CAUPORNIA
ORANGE COUNTY
MY Comm. exPIres AUG 27, 1943
-17-
08116/1997 15:51 17146939471 DIANE ZETTEL PAGE 21
EXHIBIT "A"
Parcel Map 16193 recorded July 29, 1992 in Book of Parcel
Maps 16913 in the official Records of the San Diego
county Recorder, Instrument No. 1991- 0473587.
c
09/ 15:51 17146939471 LiIHNE EETTEL PA 22
EXHIBIT-!=
The Northeast quarter of the Southwest Quarter of the
Southwester Quarter of Section 4, Township 13 South,
Flange 3 West, San Bernardino Meridian, in the City of
Encinitas, County of San Diego, State of California,
according to United States Government Survey.
Together with portions of Parcels 2 and 4 of Parcel Map
No. 16913, in the City of Encinitas, County of San Diego,
State of California, filed in the Office of the County
Recorder of San Diego County Recorder of San Diego
County, July 29, 1992 as File No. 1992-0473587 of
official Records. As modified by Certificate of
Compliance recorded as File /Page
and recorded as File /Page
of official Records.
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SOUTH COAST CTVIL ENGINEER ]ING !NC.
A PRELIMINARY SOILS REPORT
PREPARED FOR: ZETTEL/MUHICH RESIDENCE
LOT 4, LONE HILL ESTATES
OLTVENHAIN, CA
\0
OF
AUG 16 1997
.4
11315 Rancho Bernardo Rd, ste 131, San Diego, CA 92127
(619) 675-9097
r
June 25, 1997
Diane Zettel and Dr. Michael L. Muhich
4300 Deodar Dr.
Yorba Linda, CA 92886
(714) 693 -7071
RE: Lot 4 Lone Hill Estates, Olivenhain, CA
Work Order #97 -138
SUBJECT: Preliminary Soils Investigation
Per the request of Diane Zettel and Dr. Muhich this firm has
performed a subsurface investigation of the soils found at the
above referenced site. This report contains the findings of that
investigation and makes recommendations for the development of
the site.
1
SCOPE OF REPORT
Explore the subsurface conditions to the depths influenced by the
proposed construction.
Evaluate, by laboratory tests, the pertinent engineering
properties of the various strata which will influence the
development, including their bearing capacities, expansive
characteristics and settlement potential.
Define the general geology at the site.
Develop soil engineering criteria for the site grading and
provide design information regarding the stability of cut /fill
slopes.
Determine potential construction difficulties and provide
recommendations concerning these problems.
Develop soil engineering criteria to be used by the structural
engineer to design an appropriate foundation system.
2
THE SITE
The project site is an irregularly shaped parcel of 2 ± acres.
It is located on the top of a knoll, north of the cul -de -sac of
Lone Hill Estates Court in Olivenhain, Ca. The majority of the
parcel slopes to the south west, with the north easterly portion
of the parcel sloping toward the north east.
Geologically, it is within the foot hills of the Peninsular range
mountains of the western margin of the Southern California
Satholith. The underlying soil is weathered rock of the
cretaceous age.
Slope gradients range from 0% to 20 %. The high point on the
parcel lies on the northerly property line at 501± MSL. The low
point lies near the south west property corner at 466± MSL.
The parcel takes access from the cul -de -sac of Lone Hill Estates
Court.
Vegetation on the lot consists of grasses and shrubs that are
typical of this region.
The existing land use is vacant residential. The surrounding
parcels are being developed with large single family estates.
3
FIELD INVESTIGATION
In May of 1997, I conducted a field investigation of the subject
site. Exploration excavations were made to depths of 7'± in the
proposed fill and cut locations on the site utilizing a tractor
mounted back hoe with an 18" bucket. Soil profiles were visually
examined. Soils encountered, in general, consist of red brown
silty sand (slightly clayey), changing to a very dense,
fractured, meta volcanic formation at -0' to -6'± from the
existing grade. Excavation became increasingly more difficult
with depth. Bulk samples were taken for laboratory analysis to
help evaluate pertinent soil characteristics. These boring logs
are included at the end of this report.
No ground water was encountered during this investigation, and
naturally occurring ground water is not likely to be a problem
during or after the grading operation. (See recommendations for
perched ground water due to over - irrigating in "Grading
Recommendations ").
Rock was encountered in the borings, and there is visual evidence
of rock out croppings on the site. There is a strong possibility
that non - rippable rock will be encountered during the grading
operation. If blasting becomes necessary, a special blasting
permit shall be required by the City of Encinitas.
4
LABORATORY TESTS
Laboratory tests were performed in accordance with generally
accepted test methods of the American Society for Testing and
Materials (ASTM).
A Proctor Analysis was performed on the predominate on site soil
(occurring below the top soil layer) according to ASTM D1557.
The maximum dry density was determined to be 130.0 lbs /ft at an
optimum moisture of 10.00.
A direct shear test was performed on the sample remolded to 90%
relative density. The friction angle was determined to be 36 °.
and the cohesion was 852 psf. A summary of these tests are
contained at the end of this report.
Although the sample of soil taken has a low potential for
expansion, certain soils within the area of this site are known
to be expansive. Care must be taken during the grading operation
that expansive soils (if encountered) are not placed within the
upper 3' of the pad surface.
5
GRADING RECOMMENDATIONS
The site shall be cleared of all vegetation and foreign debris
within the grading envelope shown on the approved grading plan.
This debris is to be removed from site prior to rough grade
approval.
As is typical with this region, the site has relatively thin lens
of loose top soil which will need to be removed and recompacted
prior to placing fill. The anticipated depth of removal is 0.5'
to 4' for the majority of the site, but the actual depth shall be
determined by the soils engineer at time of grading. A key
trench is to be excavated along the toe of the fill to the depths
as mentioned above. This key trench is to be inspected and
approved by the soils engineer prior to placement of any fill
material.
All fill material is to be compacted into a dense uniform
embankment of 90% minimum relative density. The moisture content
of the soil should be between 2% and 4% over optimum moisture.
Due to the presence of very shallow meta volcanic rock formation
it may be very difficult to excavate footing and plumbing
trenches on the cut side of the building pad. In addition to
this, the soils obtained from the cut side of the pad will likely
be either very rocky or very clayey. Both of which make a poor
quality building pad. It may be prudent to import a quality sand
material to cap (2' thick) the building pad. This will allow for
much more precise finish grading, ease of trenching, and an over-
all better foundation for the structure.
Cut and fill slopes are to be provided with appropriate surface
drainage features and landscaped with drought - tolerant, slope -
stabilizing vegetation as soon as possible in order to minimize
potential for erosion. Berms are to be provided at the top of
all slopes and lot drainage directed such that runoff on slope
faces is minimized.
Over irrigation is a catalyst for many soils related problems.
Particular care should be taken on this site to avoid over -
irrigation of any portion of the improved area of this project.
All grading shall be performed in accordance with the attached
"Recommended Grading Specifications" and the City of Encinitas
grading ordinance.
6
FOUNDATION RECOMMENDATIONS
The following foundation recommendations shall be considered a
minimum, and shall be reviewed by the project structural engineer
for their adequacy. These recommendations are based upon the
assumption that a 2' thick non - expansive, sand cap is placed on
the building pad for all areas to receive structures. For two
story construction, the minimum foundation shall be 15 inches
wide and founded 18 inches below grade. For the single story
construction, the minimum foundation shall be 12 inches wide and
founded 12 inches below grade. Both types of construction shall
have four #4 bars of reinforcing steel. Two bars shall be placed
3 inches below the top of foundation, and the other two bars
shall be placed 3 inches from the bottom of foundation.
These recommendations are based upon soil characteristics only
and do not reflect any special considerations imposed by the
building design which may require a stronger foundation. The
proposed foundations may be designed utilizing an allowable
bearing pressure of 2000 lb /sf. This value may be increased by
1/3 for the design of loads that include wind and seismic
analysis.
Slab on grade and exterior flat work shall be at least 4" thick
and reinforced with number 3 rebar placed in a grid on 24"
centers. The interior house slab shall be poured on four inches
of clean washed bedding sand (native sands are not acceptable)
with a 6 mil. visqueen vapor barrier placed at mid -depth in the
bedding sand. In addition, in order to avoid drying shrinkage
cracks or minor settlement cracks from occurring in aesthetically
or structurally sensitive areas the architect for this project
should provide a schematic diagram of the locations of the saw
cut control joints in the house. The maximum allowable square
footage of monolithic concrete for the interior slab (with out
saw cuts) should not exceed 144 sf. (These sections shall be
more or less square in shape with the lengths not exceeding 1.5
times the width.) The depth of these saw cuts should be 1/5 of
the thickness of the slab, and be installed within 24 hours of
the pour. Tooled control joints (as opposed to saw cut) are
preferable for garage slabs and exterior flat work.
All utility trenches shall be properly backfilled and compacted
with a mechanical compacting device prior to placement of any
concrete. All foundation excavations shall be inspected by this
engineer prior to placement of concrete.
Additional or final foundation recommendations will be made and
contained in the final "As Graded Report" when a more complete
evaluation of foundation soils can be made.
7
t
DRIVEWAY RECOMMENDATIONS
A minimum of 6" of class II base shall be used under cement and
asphalt driveways. The base, and the top 1' of the subgrade
shall be compacted to a minimum of 95% relative density, be
within 1% of optimum moisture content, and display no signs of
yielding under a loaded water truck. Cement driveways shall be
at least 4" thick and reinforced with #3 rebar placed on 24"
centers. Tooled control joints shall be placed at 16'± on
centers. Asphalt shall be at least 2" thick.
RETAINING WALL RECOMMENDATIONS
The theoretical laboratory soils data for the following retaining
wall recommendations is contained at the end of this report.
However due to non- uniformity of soil conditions throughout a
site and the inexact nature of soils engineering the following,
more conservative, values should be used in the design of
retaining walls for this project.
Native fill is not to be used within the back fill zone of the
retaining wall. A quality granular soil is to be imported to the
site and used for retaining wall back fill. Retaining walls,
which are not fixed at the top and have a level backfill are to
be designed for an active soil pressure equivalent to a fluid
pressure of not less than 36.0 pcf. Retaining walls, which are
not fixed at the top and have a 2:1 sloping backfill are to be
designed for an active soil pressure equivalent to a fluid
pressure of not less than 53.0 pcf. This value is based on the
assumption of a drained backfill condition. Wall drainage
details are to be provided by the project architect. When
retaining walls are restrained at the top an at- rest soil
pressure of not less than 53.0 pcf shall be used for design of
the wall.
A passive soil pressure value not greater than 250 pcf shall be
used. A coefficient of friction not greater than 0.35 may be
assumed for resistance of sliding between concrete and soil.
8
SWIMMING POOL RECOMMENDATION
A review of the location of the proposed swimming pool indicates
that the bottom of the pool will extend into the original ground.
There are several rock out croppings in the area of the proposed
pool. During the rough grading operation the pool area should be
over - excavated to at least 1' below the proposed bottom of the
pool and suitable material is to be recompacted to 90% minimum.
This will allow ease of excavation during pool construction.
Extra care should be taken to ensure that no expansive soil is
placed within 2' of the pool bottom or walls.
CONCLUSIONS
In general no soil conditions were encountered which would
preclude the proposed development of the site, provided that the
recommendations of this report are followed and that this firm
monitors the grading operation.
The predominant soils to be encountered by residential grading
are considered to be non - expansive and no special design
considerations will be necessary.
The anticipated total and /or differential settlements for the
proposed structures may be considered to be within the tolerable
limits provided the recommendations presented in this report are
followed.
Rock was encountered in the exploration excavations, and it is
possible that unrippable rock will be encountered during the
grading operation. In the event that blasting becomes necessary,
a special blasting permit will be required by the City of
Encinitas.
9
LIMITATIONS AND UNIFORMITY OF CONDITIONS
1. The recommendations of this report pertain only to the site
investigated and are based upon the assumption that the soil
conditions do not deviate from those disclosed in the
investigation. If any variation or undesirable conditions
are encountered during construction, or if the proposed
construction will differ from that anticipated herein, South
Coast Civil Engineering Inc must be notified so that
supplemental recommendations can be given.
2. This report is issued with the understanding that it is the
responsibility of the owner, or of his representative, to
ensure that the information and recommendations contained
herein are brought to the attention of the architect and
other engineers for the project and incorporated into the
plans, and the necessary steps are taken to see that their
contractor and subcontractors carry out such recommendations
in the field.
3. The findings of this report are valid as of the present
date. However, changes in the conditions of a property can
occur with the passage of time, whether they be due to
natural processes or the works of man on this or adjacent
properties. In addition, changes in applicable or
appropriate standards may occur, whether they result from
legislation or the broadening of knowledge. Accordingly,
the findings of this report may be invalidated wholly or
partially by changes outside of our control. Therefore,
this report is subject to review and should not be relied
upon after a period of two years.
Russ T1 Bergener Date VE�
RCE 44641 Exp. 3/31/98 4�0� B Ar9f
v� 2
cc No. C 044641 in
Exp. 3/311%
ovc
10
RECOMMENDED GRADING SPECIFICATIONS
1. General
These specifications have been prepared for the
Zettel /Muhich Residence, Lot 4 Lone Hill Estates,
Olivenhain, CA.
1.2 The grading contractor shall be responsible for performing
the grading operation in strict conformance with these
specifications. All fill placement shall be done under the
observation of the Soil Engineer. The Soil Engineer shall
be consulted if the contractor or owner wishes to deviate
from these specifications.
1.3 The grading shall consist of clearing, grubbing, and
removing from the site all material the Soil Engineer
designates as "unsuitable ": preparing areas to be filled;
properly placing and compacting fill materials; and all
other work necessary to conform with the lines, grades, and
slopes on the approved plans.
2. Preparation of Areas to be Graded
2.1 All trees and shrubs not to be used for landscaping,
structures, weeds, and rubbish must be removed from the
grading envelope prior to commencing any excavating or
filling operations. This debris must be removed from site
prior to rough grade approval.
2.2 All buried structures (such as tanks, leach lines, and
pipes) not designated to remain on the site shall be
removed, and the resulting depressions must be properly
backfilled and compacted prior to any grading or filling
operations.
2.3 All water wells shall be treated in accordance with the
requirements of the San Diego County Health Department. The
owner shall verify the requirements.
2.4 All vegetation and soil designated as "unsuitable" by the
Soil Engineer shall be removed under his observation. The
exposed surface must then be plowed or scarified to a depth
of at least 12 inches until the surface is free from ruts,
hummocks, or other uneven features that would prevent
uniform compaction by the equipment used.
2.5 Where the slope ratio of the original ground is steeper than
6.0 horizontal to 1.0 vertical, or where recommended by the
Soil Engineer, the bank shall be benched in accordance with
the following illustration:
11
FILL SLOPE
2:1 MAXIMUM SLOPE
RATIO
ORIGINAL NOTES
GROUND
\ (1) "A" should be 2' wider
than the compaction
equipment (10' min.).
\ (2) "B" should be 1.5 the
width of the compaction
A equipment (15' min.).
The outside toe should be
B SEE NOTE 2 at least 2' into dense,
formational material
2.6 After the areas have been plowed or scarified, the surface
shall be disced and bladed until they are free from large
clods; brought to the proper moisture content by adding
water or aerating; and compacted as specified in Section 4
of these specifications.
3. Materials Suitable for Use in Compacted Fill
3.1 Material that is perishable, spongy, contains organic
matter, or is otherwise unsuitable must not be used in
compacted fill.
3.2 The Soil Engineer shall decide what materials, either
imported to the site or excavated from on -site cut areas,
are suitable for use in compacted fills; the Soil Engineer
shall approve any import material before it is delivered to
the site. During grading, the contractor may encounter soil
types other than those analyzed for the soils investigation.
The Soil Engineer shall be consulted to evaluate the
suitability of such soils.
3.3 Any material containing rocks or hard lumps greater than 12
inches in diameter must be placed in accordance with Section
6 of these specifications.
3.4 The Soil Engineer is to perform laboratory tests on
representative samples of material to be used in compacted
fill. Such tests are to be performed to evaluate the
maximum dry density and moisture content of the samples.
The tests are to be performed in accordance with the
accepted test methods of the American Society of Testing and
Materials (ASTM).
4. Placing, Spreading, and Compacting Fill Material
4.1 Unless otherwise specified, fill material shall be compacted
while at +-I% to +4% of the optimum moisture content and to a
12
4.2 Fill materials shall be placed in 8" layers so that, when
compacted, they have a relative compaction in conformance
with the project specifications. Each layer shall be spread
evenly and mixed thoroughly to provide uniformity of
materials in each layer.
4.3 Fill slopes shall be compacted by sheepsfoot rollers or by
track - walking with a dozer. Compaction tests shall be taken
on the slope face to verify the 90% minimum relative
density.
5. Observation of Grading Operations
5.1 The Soil Engineer shall be on site during all filling and
compaction operations.
5.2 The Soil Engineer is to perform in -place density tests at 2
foot elevation intervals in accordance with accepted ASTM
test methods; such density tests are to be made in the
compacted materials below the disturbed surface. When
results of tests taken within any layer indicate a relative
compaction below that recommended, that layer or portion
thereof shall be reworked until the recommended relative
compaction is obtained.
6. Disposal of Oversize Rock
6.1 Rock greater than 12" in diameter is considered oversized
and shall either be exported, or used for landscaping or
rip -rap.
6.2 If rock blasting is necessary a special blasting permit will
be required by the City of Encinitas.
7. Protection of Work
7.1 During construction, the contractor is to grade the site to
provide positive drainage away from structures and to
prevent water from ponding adjacent to structures. Water
should not be allowed to damage adjacent properties or
finished work on the site. Positive drainage must be
maintained by the contractor until permanent drainage and
erosion control facilities are installed in accordance with
project plans.
7.2 No additional grading shall be done, except under the
observation of the Soil Engineer.
13
BORING LOG #1
ZETTEL /MUHICH LOT 4, LONE HILL ESTATES 5/20/97
DATE
DEPTH BELOW
EXISTING
GROUND DESCRIPTION DENSITY
0' to -1.5' Sand, silty, clayey, red /brown loose
-2' to -5' Silt stone /clay stone red /brown dense
Discontinue at -5'
BORING LOG #2
ZETTEL /MUNICH LOT 4 LONE HILL ESTATES 5/20/97
DATE
DEPTH BELOW
EXISTING
GROUND DESCRIPTION DENSITY
0' to -1.5' Sand, silty, clayey, red /brown loose
-1.5' to -2.5' Fractured meta - volcanic rock very dense
Refusal @ -2.5'
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VINJE & MIDDLETON ENGINEERING, INC.
2450 Vineyard Avenue, #102
Escondido, California 92029 -1229
Phone (619) 743 -1214
Fax (619) 739 -0343
DIRECT SHEAR TEST
TOB # :97 -102L DATE : 5 -23 -1997 TD
TOB NAME: SOUTH COAST CIVIL ENG SAMPLE: MUHICH RES
30IL TYPE:
DESCRIPTION: REDDISH BROWN SILTY SAND TRACE CLAY
k ** CAUTION * ** THE BEARING CAPACITY SHOWN BELOW IS JUST
ENE TOOL OF SEVERAL USED BY THE GEOTECHNICAL ENGINEER
CO DETERMINE IF THE FOUNDATION IS ADEQUATE!
Friction Angle (degrees) = 36 Cohesion (psf) = 852
Jet Density(pcf) = 128.600 Dry Density (pcf) = 116.4855
4oisture content( %) = 10.400 Factor of Safety = 3
LATERAL LOAD PARAMETERS
kCTIVE PRESSURE (psf) = 33.4
PASSIVE PRESSURE (psf) = 495.3
%T REST PRESSURE (psf) = 53.0
{a = 0.26 Kp =3.85 Ko =0.41
�OEFFICENT OF FRICTION = 0.45
3EARING CAP(psf) DEPTH /FTG. WIDTH /FTG.
5878.877 1 1
5945.455 1 1.25
6012.033 1 1.5
6078.610 1 1.75
6145.188 1 2
6202.408 1.5 1
6268.986 1.5 1.25
6335.564 1.5 1.5
6402.141 1.5 1.75
6468.719 1.5 2
6525.939 2 1
6592.516 2 1.25
6659.094 2 1.5
6725.672 2 1.75
6792.250 2 2
4C = 26.2 NQ = 15.1 NG = 12.4
JOB # :97 -102L LOCATION : MUHICH RES
K1= 140 X2= 261 X3= 372
Fl= 43.4 F2= 80.91001 F3= 115.32
rl= 1413.083 T2= 2634.39 T3= 3754.762 TB= 2193.643
ROOT MEAN SQUARE ERROR IS : 204.0263
PERCENT AGREEMENT T2 AND TB = 83 FR2= 37 C2= 632
PROVING RING SERIAL NUMBER = 13012
FRICTION ANGLE = 36 COHESION = 852
DIRECT SHEAR TEST Remolded ❑ Undisturbed ❑
JOB NO I J � a — L Rate of displacement inches /min.
JOB NAME � e a : t k n G O L I ` 2 + C I V I L FIA)L DATE
SAMPLE Nl U c �f1 Re TEST SPECS. REMOLD TO 90%
SOIL TYPE AT 3 D' PCF
DESCRIPTION P �(`�� R rnr,�3�) 5 ( / �u�c iC� l +4 AT �8 '0 OMC
RING NO. R #1 R #2 R #3 #4
INITIAL SOAKED INITIAL SOAKED INITIAL SOAKED INITIAL SOAKED
W + W + r ztg Z2'7,� Z(�� Zz d Z ►8 '7 27�0
w +w (09l .4 (D94
"7 (57, 0 '7 !S'7.O
#1 #2 #3 #4
Hor. Ver. Hor. Ver. Hor. Ver. Hor. Ver.
10
20
4000 X"90 � V3 3 O 1 7 4 8 2.65 s '7
40 1 z to 4'"7
50 3 3 ZQ 2.37 3 5`
Y 3000 60 l 3 Z5 Z 44- = G ; 7
Q
o I o ae Zfl 4 3.5
z 80 3 t l 3G�
° 90 Z2 - Z- 6 - 77 3 3 7
0 2000 l oo 10& Z ZQ-p E q
= 110 C( 4 zZs f
120 Z! fl 1p 36'
1000 130 =& C'
140
150 3 G ( 4
160
0 1 2 3 4 170
VERTICAL KSF
Average W + Ws 180
190
Initial Soaked 200
1. 14� '7 1 15 8 ' o 210
2. 14� - 0 2. 7' ,�, 220
3. l 4 R , "l 3. 157 ' y 230
Av. 1 157-3 240
250
.90x1.164 x 1 30 D x 1 41,
w Initial Initial w Soaked Soaked
Ws +Ww= /C)D.O 0.859x(1.�� �7 ) Ws +Ww= j5'�,(p 0.859 3 )
Ws = CIO, W = 1 � �b ( Ws = 13 � _ � = Summary
—
w = 10'4 w = 10 ,9 Ou= 3
�o= 135,1 = 3'(p �J'c� PSF
►,l0 I,1r�, Co =
SOUTH COAST CIVIL ENGINEERING INC.
City of Encinitas Engineering Services Dept. Page One of Six
505 South Vulcan Ave.
Encinitas, CA. 92024
RE: Zettel /Muhich Residence
Lot 4, of City of Encinitas Tract No. 92 -101, Map No. 13208
Subject: As Graded Geotechnical Report
To Whom It May Concern:
South Coast Civil Engineering Inc. has performed grading observation and
compaction testing during the rough grading operations at the above referenced
site. I certify that the rough grade pad is in substantial conformance to the
recommendations made in the preliminary soils report which was performed by
South Coast Civil Engineering Inc., the approved grading plan 5183 -G and the
applicable ordinances of the City of Encinitas. Attached to this report is a
summary of the compaction tests and laboratory results from this project.
Geolo
Geologically, the site is located in the foothills of the peninsular range mountains of
the western margin of the Southern California Batholith. The underlying soil is
weathered rock of the cretaceous age.
No ground water was uncovered during the grading operations.
Grading Operations
The following grading occurred from 10/6/97 to 10/14/97.
Prior to the placement of fill all vegetation and debris were removed from the
grading envelope. A key trench was cut along the toe of the fill slope. This trench
was then inspected by a representative of this firm.
As the filling operation proceeded, the original ground was "benched in" and
scarified in order to rework the top soil layer.
Using heavy earth moving equipment, including a D -9 Bulldozer, the existing on
site soils from the cut area were then spread into 8 inch lifts, watered, an
compacted to a minimum of 90% relative density. N � N l
Nov 0 51997
ENGINEERING SERVICES
CITY OF ENCINITAS
11315 Rancho Bernardo Rd, ste 131, San Diego, CA 92127
(619) 675 -9097
Page Two of Six
As the filling proceeded, periodical sand cone tests were performed to verify the
90% minimum relative density. All testing laboratory analysis and maximum
density curves were performed in accordance to ASTM methods. Attached is a
summary of this data.
A quality granular material was imported to the site to obtain the final building pad
line and grade. No oversized rock was placed in the fill.
All fill slopes are 2:1 or flatter and their maximum height is 6± feet. All cut slopes
are 2:1 or flatter and their maximum height is 3± feet. The cut slopes are stable,
cemented decomposed granite.
Future Work
In the location of the proposed pool the underlying rock( to the depth of the
proposed pool ) was blasted. During the excavation of the pool the soils engineer is
to be present to verify that all fractured material is properly removed and
recompacted. Care should be taken to ensure that no expansive soil is within 2' of
the pool bottom and walls. It is the responsibility of the owner and his general
contractor to notify the soils engineer prior to commencing this work.
Conclusions
In general no soil or geological conditions were encountered which would preclude
the proposed development of the site.
The predominant soils encountered by the grading are considered to be non -
expansive and no special design considerations will be necessary.
The anticipated total and /or differential settlements for the proposed structures
may be considered to be within the tolerable limits.
Page Three of Six
Foundation Recommendations
The foundations system for the proposed structure shall be designed by the project
architect or structural engineer. The following recommendations are based upon
soil considerations only. They shall be considered a minimum design, and shall be
reviewed by the project structural engineer for their adequacy.
For two story construction, the minimum foundation shall be 15 inches wide and
founded 18 inches below grade. For the single story construction, the minimum
foundation shall be 12 inches wide and founded 12 inches below grade. Both types
of construction shall have four #4 bars of reinforcing steel. Two bars shall be
placed 3 inches below the top of foundation, and the other two bars shall be placed
3 inches from the bottom of foundation.
These recommendations are based upon soil characteristics only and do not reflect
any special considerations imposed by the building design which may require a
stronger foundation. The proposed foundations may be designed utilizing an
allowable bearing pressure of 2000 lb /sf. This value may be increased by 1/3 for the
design of loads that include wind and seismic analysis.
Slab on grade and exterior flat work shall be at least 4" thick and reinforced with
number 3 rebar placed in a grid on 24" centers. The interior house slab shall be
poured on four inches of clean washed bedding sand (native sands are not
acceptable) with a 6 mil. visqueen vapor barrier placed at mid -depth in the bedding
sand. In addition, in order to avoid drying shrinkage cracks or minor settlement
cracks from occurring in aesthetically or structurally sensitive areas the architect
for this project should provide a schematic diagram of the locations of the saw cut
control joints in the house. The maximum allowable square footage of monolithic
concrete for the interior slab (with out saw cuts) should not exceed 144± sf. (These
sections shall be more or less square in shape with the length not exceeding 1.5
times the width). The depth of these saw cuts should be 115 of the thickness of the
slab, and be installed within 24 hours of the pour. Tooled control joints (as
opposed to saw cut) are preferable for garage slabs and exterior flat work.
All utility trenches shall be properly backfilled and compacted with mechanical
compacting device prior to placement of any concrete. All foundation excavations
shall be inspected by this engineer prior to placement of concrete.
Page Four of Six
Retaining Wall Recommendations
The following values should be used in the design of retaining walls for this project.
Retaining walls, which are not fixed at the top and have a level backfill are to be
designed for an active soil pressure equivalent to a fluid pressure of not less than
36.0 pcf. Where the backfill is inclined at no steeper than 2:1, an active soil
pressure of 53.0 pcf is recommended. These values are based on the assumption of
a drained backfill condition. Wall drainage details are to be provided by the project
architect. When retaining walls are restrained at the top an at -rest soil pressure of
not less then 53.0 pcf shall be used for design of the wall. A passive soil pressure
value not greater than 250 pcf shall be used. A coefficient friction of not greater
than 0.35 may be used for resistance of sliding between concrete and soil.
Limitations
This compaction report only covers the observations and testing for the grading of
the pad area as is shown on the attached test location plat. This grading occurred
between 10/6/97 to 10/14/97. The opinions presented herein are based on
observations and test results, and are limited by the scope of services that South
Coast Civil Engineering Inc. agreed to perform. Recommendations made on site
during the grading operation, and those contained in this report are in accordance
with current generally accepted engineering practices. No warranty, expressed or
implied, is given or intended with respect to the services which were performed.
If there are any questions on this matter, please feel free to contact me at (619)
675 -9097.
Sincerely,
Russell Bergener Date Q�OFES&o
RCE 44641
Exp. 3/31/98 �' �• ��
Z �
n �
a No. 0 O"U1
Exp. 31 IN �
of cat��
PAGE S OF e-
COMPACTION TESTING SUMMARY SHEET
Zettel /Muhich Residence
Lot 4, City of Encinitas Tract 92 -101 Map No. 13208
Lone Hill Estates Court Encinitas, CA. 92024
MAXIMUM DENSITY SUMMARY
MAXIMUM WET OPTIMUM MAXIMUM DRY
NO. DESCRIPTION DENSITY MOISTURE DENSITY
1 DG, Silty Sand Very Rocky Red/Brn 140.5 11.0% 126.5
2 Sandstone, Sandy, Slightly Clayey Tan/Yellow 138.0 9.5% 126.0
3
4
5
6
TEST TEST RESULTS
ELEVATION
TEST FROM TO WET DRY MAX DRY OPTIMUM RELATIVE
ORIGINAL FINISH DENSITY MOISTURE DENSITY DENSITY
NO. DATE GROUND PAD LBS./FT % LBS/FT3 LBS /FT '3 MOISTURE DENSITY %
1 10/7/97 +0.50 -6.5 131.4 11.9% 117.4 126.5 11.0% 92.8%
2 10/8/97 +2.0 -5.0 131.3 12.4% 116.8 92.3%
3 +3.0 -4.0 132.1 12.9% 117.0 92.5%
4 10/10/97 +4.0 -3.0 132.8 12.3% 119.4 94.4%
5 +5.0 -2.0 132.6 11.8% 119.3 126.0 9.5% 94.7%
6 +7.0 +0.0 131.5 9.4% 120.2 95.4%
7 10114/97 -0.0 -2.0 124.4 7.5% 115.7 91.8%
8 +0.50 -1.5 127.5 8.9% 117.1 92.9%
9 +1.0 -1.0 126.0 9.9% 114.6 91.0%
10 +2.0 -0.0 127.0 10.4% 115.0 91.3%
11 +2.0 -0.0 127.5 10.2% 115.7 91.8%
12
13
14
15
16
17
18
19
20
x
+r
�4
FINI 12866
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COMPACTION TES T Pt4T
ZE TTEL / MUHI CH
kESI DENC C
LOT 4 , LONE PILL CS Ti9TE5 CT.
f //Ill TA3 CA. 92OZ4-
5 -1 ►_ ��
SOUTH COAST CIVIL ENGINEERING INC.
` 19
HYDROLOGY & HYDRAULICS REPORT
ZETTEL / WHICH RESIDENCE
LOT 4 TRACT NO. 92-01
ENCINITAS, CA.
Russell Bergener Date
RCE: 44641
Exp. 3/31/98
®
c�
No. C 044641 m za
Exp. 3/31M
CJV li
OF . CA1 -����
11315 Rancho Bernardo Rd. , Ste. 131 , San Diego, California 92127
(619) 675 -9097
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A D 0.75 0.Jq
B 0.09
01.40
0• ZQ 0.93
E
F
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It
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L
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PT 1 0.74 0.7
PF2 y f 6 , 71 f 0.35 1.09
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PT 7
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PG 4 oF' 8
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: Zettel /Muhich
Comment: D -75 at Point 2
Solve For Actual Depth
Given Input Data:
Diameter.......... 2.00 ft
Slope ............. 0.2000 ft /ft
Manning's n....... 0.014
Discharge......... 1.09 cfs
Computed Results:
Depth ............. 0.15 ft
Velocity.......... 10.04 fps
Flow Area......... 0.11 sf
Critical Depth.... 0.36 ft
Critical Slope.... 0.0054 ft /ft
Percent Full...... 7.57 %
Full Capacity..... 93.94 cfs
QMAX @.94D........ 101.06 cfs
Froude Number..... 5.53 (flow is Supercritical)
ENERGY DISSIPhTOR
NONE REQUIRED; Dl SCHfiRGES INTO S77FEE
Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
Pis OFD
i
WO SHT OF
i
I
CALC DATE CHKD DATE
STATION f AREA REFERNECE L /iVS' f� ' - H RU D �
.057 (50 scale)
AREA x .918 ( 200 scale) = g6C c SZ1171VCVj11eF r ACRES
91. 8 ( )
COEFFICIENT OF RUNOFF: C (consider probable development)
I
Development Areas (Urban) Coefficient "C"
$ Land Use A B C D
Residential:
Single Family .40 .45 .50 .55=
Multi -Units .45 .50 .60 .70=
I
Mobile Homes .45 .50 .55 .65=
Rural (lots greater than
acre) .30 .35 .40 .45=
.75 =
Commercial (2) —
80 %' Impervious .70 .75 .80 5=
i
Industrial (2) _
90% Impervious .80 .85 .90 .95=
C -
• ; s
CA=
TIME OF COMCENTRATION T *T = � 11.9(L 3 ) 1 .385
(chart B -1) c H JJ
Hi Pt. H. T =Time in Hours
— c
Lo.Pt. L. L= Distance in Miles
H= Height in Feet
T = min hr Ad minutes to computed time
c (10 min. minimum) of concentration
RUNOFF !Q= 1xCA
1 ! _ /hr cfs USE Q = CFS
1 100= CA cfs USE 4100 CFS
Reference: San Diego County Flood Control Design and Procedure
Manual.
(1) Obtain soil type form Appendices IX -Cl thru IX -C4
C-. `' o w t o PG F 8
-v c vt o + > 4-
b - v C) a� H
to 411
f- a! Y "O to U r O
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