HomeMy WebLinkAboutReso 1988-13869 RESOLUTION NO. 13869
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHULA
VISTA DETERMINING AND DECLARING THE PUBLIC NECESSITY OF
ACQUIRING CERTAIN RIGHT OF WAY FOR PUBLIC STREET
DRAINAGE AND UTILITY PURPOSES AND AUTHORIZING THE
COMMENCEMENT OF CONDEMNATION PROCEEDINGS TO ACQUIRE SAID
RIGHT OF WAY
The City Council of the City of Chula Vista does hereby
resolve as follows:
WHEREAS, EastLake Development Company is engaged
development and construction of a planned community in the City
of Chula Vista, State of California, more commonly known as
EastLake
WHEREAS, this project has been the subject of
environmental review, and Negative Declarations IS-88-19, 88-76
and 88-79 have been prepared and is in compliance with the
California Environmental Quality Act; and
WHEREAS, the Public Facilities Financing Plan and the
EastLake Specific Plan require certain improvements to Telegraph
Canyon Road to be made to accomplish the widening and realignment
of said public roads as well as the installation of certain
drainage facilities; and
WHEREAS, the public interest requires provision of such
public improvements to insure that Telegraph Canyon Road is
widened to provide sufficient transportation capacity as well as
adequate drainage facilities to meet the public need in the area;
and
WHEREAS, said public interest may not currently be met
in that Telegraph Canyon Road in the vicinity of EastLake
Subdivision is currently a two-lane right of way and is now or
will soon be operating above the capacity dictated by good
engineering practices and drainage facilities do not currently
exist which can serve the EastLake Subdivision; and
WHEREAS, the public interest and necessity require the
proposed street widening and realignment project to accommodate
current and projected traffic safety and health and sanitation
needs by constructing and improving Telegraph Canyon Road to a
four lane major highway as part of an ultimate improvement
project designed to accommodate a six lane highway; and
WHEREAS, said widening and realignment and drainage
facilities affecting Telegraph Canyon Road in the vicinity of
EastLake require acquisition of property described in the
attached legal descriptions, Exhibit "1", and generally
consisting of approximately 39.93 acres along Telegraph Canyon
Road, more generally depicted in Exhibit "2"; and
WHEREAS, the owner of said property needed for said
public improvements, United Enterprises, Inc., has been requested
to convey said property, and a good faith offer to purchase said
property, pursuant to Government Code Section 7267.2 and Code of
Civil Procedure Section 1245.230, has been made by the City of
Chula Vista to United Enterprises, Inc; and
WHEREAS, said good faith offer to purchase has not been
accepted by United Enterprises; and
WHEREAS, the City of Chula Vista possesses the right to
acquire said property by the use of the power of eminent domain,
pursuant to Title 7, Code of Civil Procedure Sections 1230.010 et
seq., and Government Code Sections 37350.5 and 40401; and
WHEREAS, the public interest and necessity require the
proposed project in that public safety dictates that the City of
Chula Vista maintain a public road system and drainage facilities
designed and constructed to accommodate traffic, health and
safety demands; and
WHEREAS, generally accepted traffic and engineering
standards dictate that portions of Telegraph Canyon Road adjacent
to EastLake be widened to a four lane highway with slope and
drainage easements appurtenant thereto, which drainage facilities
will enlarge the existing drainage channel in the project to
prevent flooding of the roadway; and
WHEREAS, the proposed project is planned and located
the manner that will be most compatible with the greatest public
good and the least private injury in that the approximately 39.93
acres to be acquired out of a total acreage of over 23,500 acres
owned by United Enterprises, Inc. at this location will provide
an additional two to four lanes in a safer traffic configuration,
and will provide for drainage channel improvements needed to
protect the health and safety of the citizens of Chula Vista; and
WHEREAS, the property to be acquired as set forth on
Exhibit "1" attached hereto is necessary for the proposed project
in that no other property is available which affords the
capability for the widening of Telegraph Canyon Road to currently
accepted traffic and engineering standards; and
WHEREAS, EastLake Development Company agrees to provide
certain improvements as set forth in the Public Facilities
Financing Plan.
NOW, THEREFORE, BE IT RESOLVED by the City Council of
the City of Chula Vista:
-2-
1. That the City Council of the City of Chula Vista
finds and determines and thereby declares that the public
interest and necessity require the construction and completion of
certain public improvements, namely a street right of way and
drainage facilities, upon, through, over, under and across the
real property hereinafter described in Exhibit "1", attached
hereto and incorporated by reference.
2. That the City Council of the City of Chula Vista has
authority to acquire by eminent domain any property necessary to
carry out any of its powers or functions pursuant to California
Government Code Section 37350.5, more specifically California
Streets and Highways Code Section 4090 authorizes the acquisition
by condemnation of any property whenever the public interest or
convenience may require it.
3. That the subject property is necessary for the
proposed project and that such public improvements are planned
and located in a manner which will be most compatible with the
greatest good and the least private injury because the
improvements were comprehensively planned in view of all
currently known or anticipated development, the owner of the
property to be taken was consulted and the owner's concerns and
needs incorporated into the design wherever possible, and only
39.93 acres are to be acquired from a total ownership at this
location of 23,500 acres.
4. That the public interest and necessity require the
acquisition and taking of certain real property for street right
of way for the installation, construction, operation,
maintenance, repair and replacement of street surfaces, curbs,
sidewalks, shoulders, utility conduits, drainage and sewer
facilities as well as all structures incidental thereto because
traffic and engineering studies sponsored by the City of Chula
Vista indicate that anticipated levels of development will
necessitate the widening of Telegraph Canyon Road and the
widening and realignment of the adjacent drainage channel.
5. That the acquisition and taking for the subject
street, street right of way and drainage facilities upon,
through, over, under and across, all and each and every part
thereof, is necessary to the public use and it is necessary that
all and each and every part of said property, more specifically
described in Exhibit "1" above be so acquired because it has been
determined that the property to be taken is the minimum required
for the roadway and the drainage channel and related improvements
to be constructed in the most efficient manner possible to meet
projected traffic, safety, health and sanitation needs in
accordance with good traffic engineering practices, and no other
property is available which affords the capability of widening
the existing roadway and constructing the drainage channel and
related improvements.
-3-
6. That the real property referred to hereinabove in
this resolution is situated in the City of Chula Vista, or is
adjacent to the City, in the County of San Diego, State of
California and more particularly described in Exhibit "1", which
is incorporated by reference.
7. That the City Attorney be, and he is, hereby
authorized and empowered to prepare and prosecute each suit or
suits as are necessary to condemn, take and acquire said real
property described in Exhibit "1" and to make application to the
Court for an order fixing the amount or amounts of such security
in the way of money deposits as said Court may direct to be made
upon the taking of possession of said real property or any part
thereof, and to make application for an order permitting the City
of Chula Vista to take immediate possession and use of said real
property, or any parts thereof, and to make deposit of such
security in such amounts fixed by the Court and in such a manner
as the Court may direct, and to incur on behalf of the City of
Chula Vista all reasonable and necessary expense in the
prosecution of a suit or suits to condemn said real property.
8. That the City Attorney is directed to file the
appropriate complaint in the pursuance of the condemnation action
authorized hereby; provided, however, that all matters involving
said litigation, including the preparation and filing of said
complaint, will be undertaken by an attorney to be retained by
EastLake Development Company, who shall also provide any
necessary appraisal or appraisals and shall bear full and total
costs for legal services and any special witnesses as well as all
costs of acquisition including either negotiated prices or value
arrived at pursuant to a judgment of the Superior Court.
BE IT FURTHER RESOLVED by the City Council of the City
of Chula Vista that this Resolution is intended to comply with
Section 1245.230 of the Code of Civil Procedure.
Presen~ and Approved as to form by
(I. Y ?~ ~ t Attorney
RE001FMFa
4398a
-4-
, 1692
ADOPTED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF
LA VISTA, CALIFORNIA, this. 22nd day of. November
19 88 , by the following vote, to--wit:
AYES; Councilmembers Malcolm, Moore, McCandliss, Nader, Cox
NAYES: Counci 1 members Non e
ABSTAIN: Counci linetubers None
ABSENT: Counci linetubers None
~Cify of Chulo Vista
ATTEST~
S' 'E OF CALIFORNIA )
Cb,.,NTY OF SAN DIEGO ) ss.
CITY OF CHULA VISTA )
I, JENNIE M. FULASZ, CMC, CITY CLERK of the City of Chulo Vista, California,
DO HEREBY CERTIFY thor the above and foregoing is o full, true and correct copy of
RESOLUTION N0. 13869 ,and that the some has not been amended or repealed
City Clerk
CC-660
ENGINEERING COMPANY ...... EXHIBIT
th ,
_ . ,~ .... _/,; f,,, ~j_ ...... , Ill/tO/~8 ~ t ,, 12
! UNITED ENTERPRISES)
PHASE 2: TELEGRAPH CANYON RD - EASEMENT / STREET DEDICATION PLAT
Those po[tion~ of Quarter Sections )~, 16, 37, 3~, 4i and 64 of
R4ncho De La Nacxon according ~o Map ~her~of No. [~6, County
San Diego, State of California, sai~ ~ortions mere pa[~icula[iy
described as follows:
PARCEL 3 STREET DEDiCATiON
Beginning at the Northwest corner of sa~d Quarter Section 4~
~hown on Chula Vista Tract No. 77-09, Map No. 9125 on ~ll~ in
Office o~ the Recorder of said County; themce along the We~te[ly
line of said Qua~te~ Section South 18~40'26" East 589.90 feet
the Southerly line of County Road Survey No. 1086-65, Recorded
April 18, 1967, as File No. 53]04 of Officia~ Record~ in the
Oilice of the County Recorde~ o~ said County; thenco along
Southerly line No~t~ 82~36'34" East 324.78 feet to t~e beginning
o~ a ~angent 2030.00 foot radius curve concave
thence Northeasterly along the arc of said curve ~hrough a
central a~gle of 14.0e'38" a distanco of 501.12 fee~ to the
Southerly line of County Road Survey No. 1086 Recorded Dec~mbe~
~, 1961, as Document No. 213092 of O~[lc[al }~co[ds lm ~he
o~ said County recorder, said poin~ al~o being ~h~ TRUE POINT OF
BEGINNING; thence continuing Northeasterly along the a~c of said
curve and said Southerly ll~. of Road Su[vey 1086-65 ~hrough a
central angle of 0~"27'22" a distance of 51.59 feet; thence
tangent ~o said curve North 67"00'34" Ea~ 1170.00 fee~ to
Southerly line of said Road Survey No. 1086, said point I le~ on
the arc of a 1030.00 foo~ radius curve concave Northwe. terly,
which a radial line bears South 17~11'59" East~ ~hence Northeast-
erly along the arc of said curve and said Southerly line t~rough
a central angle of 02"40'47" a distance of 48.17 feet ~o a point
he[einaf~e~ described as "Poin~ B"; thence leaving said Southo~ly
line South 66"58'45" West 1201.29 fee~ to the beginnimg of a
tangent 2067.00 foo~ :adius curve concave Northwesterly; thence
~outhwesterly along ~ho arc of s~[d curve ~hrough a c~tral angle
of 02"54'49" a distance of 105.11 foot to th~ Sourbelly line
s3id Road Survey No. 1086, said point, herei~af[~r de.crlOed
"Point C", lies on the a~c of a 153C.'~ loot radius curve concave
~]orthwes~e~ly ~o which ~ [ad[a~ line o~aI~ Sou~h 26~03'22"
thence Northeasterly along the a~c of said cu[ve and said
Southerly ll~e ~hrough a corntill a~gl~ of 01"22'46" a distance of
36.84 feet to ~he TRUE POINT OF BEGINNING.
RICK ENGINEERING COMPANY
99L0( i S're d carton, Slope D n ..... L~ ....... :_
PARCEL 4 STREET DEDICATION
Beginning at heretnbefo~e described "Point B", said poin~ lies
o~ the arc o~ a 1030.00 foot fadtuB curve concave Northwesterly,
to which a radial line be~ Sou~h 19~52'46'' East~ ~hence Nof~h-
easterly along the arc of ~a~d curve through a central an~l~
06~16'58'' a distance of 112.94 ~cet ~a the 'r~uE POINT OF
BEGINNING7 thence continuing No~th~es~efiy along the a~c o~ ~ald
curve thfough,a centca1 angle of 15~39'53'' a distance o[ 281.60
feet to the Southerly line of said Road Survey No. 1086-65, said
point lies on the arc of a 1510.00 ~oot fadtu~ curve concave
Nofthwe~tefl~ a radial line ~o nard point beaus South 37°~9'53*
East/ thence Northeasterly along the arc o~ ~nid curve ar, d ~said
Southerly line through a central angle of 03'20'33' a di.tance of
89.26 feet; thence tangent to said curve North 48'59'34"
820.25 feet to the beginning of a tangest 2030.00 foot radius
curve concave Northwesterly; thence Northeasterly along the arc
of said curve through a central angle of 01'06'24" a distance of
3~.21 ~eet to the ~outhe~ly line of said Road Survey NO. 1086~
thence along said Southerly line North 53*52'44" East, 14.10 fee~
to the beginning of a tangen~ 2030.00 fou~ ~ad[u~ curve concave
Northwes~erlyl thence Northeasterly along the a~c ot said curve
through a central angle of 09'12'00" a distance of 325.96 foe~;
[hence tangent to said curve North 44*40'44" East 236,30 fe~t
the Southerly l~ne of County Road Survey No. 556 Recorded March
12, 1935 In Book 376 Page 424 of Otficial Records in ~he Office
of said County Recorder; thence along said Southerly ~ne North
45'16'11" Ea8~ 475.54 feet to ~he beginning of a ~angont 2970.00
foot radius curve concave SoutheaBter]y/ thence
along the arc of said curve through a central angle of 00'30'06"
a distance of 26.01 feet ~o ~he Southeasterly p~olonga~[on o~
Cents[line of Buena Vista Way, said point also being on the
Southwesterly line of tha~ portion of land described ~n a Deed to
d,e City of Chula Vista Recorded May 16, 1977, as Pile NO. 77-
~86719 In the O~fice of said County Recorder; thence along 8aid
Southwesterly line and said Southeasterly prolongation South
42*02'26" East 16.80 ~eetl thence North 47*57'34" East 509.11
~ee~ to the Sou[belly line of said Road Survey No. [086l ~hence
along said Southerly line North 50'41'44" East 18.94 fee~ ~o the
beginning of a ~angent 2030.00 foot radius curve concave
westerly; themes Northeasterly along ~he a~c of said curve
through a central angle of 04'48'58" ', ~r;:;t. ance of 170.64 feet
~he Southerly line of said Road Surve~ No. 556, said point
~,n a 2030.00 foot radius curve concave No[thwester!y, a
line to said poin~ bears South 40047'34'' Eas~; [hence North-
easterly along the a~c of said curve through a cent~ai angle
04*00'44" a distance of 142.15 feel ~o ~he Southeasterly line
~;.~id Deed to the City of Chula V~s~a [hence d~ODg said Sou~h-
' >I,B 9/22/SS
I [ RICK ENGINEERING COMPANY
Phase 2: Telegraph Canyon Road HgB/k4_ ,
991',~C Street Dedication, Slope & [)rainage Easement 7i;"~)~l~d ~/2&/S8 ] 3 ~' 12
easterly line North 47°57'34" East 252.73 feet; thence North
42°02'26" West 19.00 feet to the Sgutherly line of said Road
Survey No. 1086-651 thence along said Southerly line North
47°57'34" ?.air 260.46 feet uo the beginning of a tangent 970.00
foot r.tdius curve concave Southeasterly; thence Northeasterly
along the arc of stjid curve through a central angle of 13"50'36"
a distance of 236.62 feet to the Southerly line of said Road
Survey No. 556; thence along said Southerly line North 63"26'11"
East 52.97 feet to the Southerly line of said Road Survey No.
1086-65; thence along said Southerly line North 64°25'52" East
320.54 feet to the beginning of a tangent 1030.00 foot radius
curve concave Northwesterly; thence Northeasterly along the ~rc
of said curve through a central angle of 07"02'09" a distance of
126.48 feet to the Southerly line of said Road Survey No. 556;
thence along said Southerly lin~ North 63"26'11" East 1.71 feet
to the beginning of a tangent 1030.00 foot radius curve concave
Northwesterly; thence Northeasterly along the arc of ~aid curve
through a central angle of 23"06'00" a distance of 415.27 feet;
thence tangent to said curve North 40°20'i1" East 1086.93 feet
to the Southerly line of said Road Survey ~1o. 1086-65; thence
along said Southerly line North 42"08'14" East 769.89 feet;
thence leaving said Southerly line South 47°53'35" East 73.81
feet; thence South 42"06'21" West 1810,39 feet to the beginning
of a tangent 2067.00 foot radius curve concave Northwesterly1
thence Southwesterly along the arc of said curve through a
central angle of 16"51'13" a distance of 608.0] feetl thence
tangent to said curve South 58°57'34" west 462.98 feut to the
beginning cf a tangent 1933.00 foot r~ ,los curve concave South-
easterlyl thence Southwesterly along the arc of said curve
through a central angle of 11°00'00" a distance of 371.11 feet;
thence tangent to said curve South 47°57'34" West 1475.63 feet
to the beginning of a tangent 1933.00 foot radius curve concave
Southeasterly; thence Southwesterly along the arc of said curve
through a central angle of 02°J5'00" a distance or 75.91 feet;
thence tangent to said curve South 45°42'34" West 604.48 feet to
the beginning of a tangent 2067.00 foot radius curve concave
Northwesterly; thence Southwesterly along the. arc of said curve
through a central angle of 03°15'18" a distance of 117.43 feet;
thence tangent to said curve South 48"57'52" West 468.85 feet to
the beginning of a tangent 2067.0E E,~ot radius curve concave
Northwesterly; thence Southwesterly a!o,~g the arc of said curve
through a central angle of 18°00'53" a distance of 649.90 feet;
thence tangent to said curv~ South 66"58'45" West 29.70 feet to
the TRUE POINT OF BEGINNING.
RICK ENGINEERING COMPANY;
9910C Stree~ Dedlc'atlon, Slupe& [)rah~ng~ Easement ~""'~'g~ 6/24/~8
PARCEL 9 STREET DEDICATION
Beginning at the Northwest corner of said Quarter Section 41
thence along the Westerly line of said Quarter Section South
18~40'26" East 528.96 feet to the Northerly line Of said Road
Survey No. 1086-65; thence along said Northe~ ly 1 in~ North
82°36'34" East 336.75 feet to the beginning of a tangent lgVU.0U
foot radius curve concave Northwesterly; thence Northeasterly'
along the arc of said curve through a central angle of 15"36'00"
a oistance of 536.38 feet; thence North 67~00'34" East 463.94
feet to the Southerly line of said Road Survey No. 1086 an~ the
TRUE POINT OF BEGINNING, thence al<3ng said Southerly l~ne North
60~18'44" East 4.90 feet to the beginning of a tangent 1470.00
foot radius curve concave Southeasterly; thence Northeasterly
along the arc of said curve and said Southerly line through a
central angle of 13"34'58" a distance of 348.48 feet to the
Northerly line of said Road Survey No. 1086-65; thence along said
Northerly line South 67e00'34" West 352.53 feet to the TRUE POINT
OF BEGINNING.
PARCEL D SLOPE EASEMENT
Beginning at heroinbefore mentioned "Point C", said point lies on
the arc of a 2067.00 foot radius curve concave Northwesterly, to
which a radial line bears South 20~06'26" East thence
Northeasterly along the arc of said curve through a central angle
of 02~14'54" a distance of 81.11 feet to a point heroinafter
described as "Point D"; thence South 23°01'15" East 49.14 fe~t;
thence South 66~01'41" West 8.61 f~et~ thence North 73=16'23"
West. 43.40 feet; thence South 66"52'36" West 59.00 feet; thence
South 37e13'16'' West 106.99 feet; thence South 57=30'55" We.t
13.55 feet to the Easterly line of the East 1/Sth of the
Southwest Quarter of the Northwest Quarter of said Quarter
Section 41; thence along said Easterly line North 18"40'26" West
78.09 feet to the Southerly line of said Road Survey No. 1086;
said point lies on the arc of a 1530.00 foot radius curve concave
Northwesterly to which a radial line bears South 21=33'06" East;
thence Northeasterly along the arc of said curve and said
Southerly line through a central angle of 04~30'16" a distance of
120.28 feet to the Point of Beginning.
9IOC j Phase 2: Te[ugraph Canyon
Street Dedication, Slope & [)rainage Easement
PARCEL E DRAINAGE EASEMENT
Beginning at hereinbefore mentioned "Point D", said point lies on
the arc of a 2067.00 foot radius curve concave Northwesterly, to
which a radial line bears South 22°21'20" East; thence
Northeasterly along the arc of said curve through a central angle
of 00°39'55" a distance of 24.00 feet; thence tangent to said
curve North 66e58'45'' East, 36.00 feet to a point heroinafter
described as "Point E"; thence South 23°01'15'' East 49.00 feet;
thence South 66e58'45" West 60.00 feet; thence North 23°0]'15"
West 49.14 feet to the Point of Beginning.
PARCEL F SLOPE EASEMENT
Beginning at heceinbefore mentioned "Point E"; thence North
66"58'45" East 395.01 feet to a point heroinafter described as
"Point F"; thence South 23"01'15'' East 28,44 feetl thence South
66~58'45" West 43.97 feet; thence South 57~i0'03" West 66.16
feet; thence South 63"19'31'' West 65.49 feet; thence South
69"08'58" West 31.89 feetl thence South 73"03'34" west 80.03
feet/ thence South 75"37'10" West 76.26 feet; thence South
29°01'12'' West 42.68 feet/ thence North 23°01'15" West 49.00
feet to the Point of Beginning.
PARCEL G DRAINAGE EASEMENT
Beginning at heroinbefore mentioned "Point F") thence North
66"58'45" East 70.00 feet; thence South 23"01'15" East 59.00
feet; thence South 66~58'45" West 70.00 feet; thence North
23~01'15" West 59.00 feet to the Point of Beginning.
PARCEL H SLOPE EASEMENT
Beginning st heroinbefore mentioned "Point F"; thence North
66~58'45" East 70.00 feet; thence South 23"01'15" East 10.89 feet
to the TRUE POINT OF BEGINNING; thence North 67~00'34" East
397.99 feet; thence North 22~59'26'' West 10.00 feet; thence North
67"00'34" East 128.79 feet; thence South 23~01'15" East 50.83
feet; thence North 66'58'45" East 45.00 feet; thence North
23e01'15'' West 50.81 feet; thence North 67000'34" East 76.21
feet; thence North 22"59'26'' West 2,~3 feet; thence North
b6°58'45" East 55.87 feet; thence Sol. tn 23"01'15" East 46.00
feet; thence North 66°58'45'' East 44.00 feetl thence North
23~01'15" West 46.00 feet thence North 66~58'45" East 95.00 feet
to the beginning of a tangent 2067.00 foot radius curve concave
Northwesterly; thence Northeasterly along the a[c of said curve
through a central angle of 17°07'40" a distance of 617.90 feet;
RICK ENGINEERING COMPANY
991OC "m"°l~°"~* TeLegraph Canyon ge.d NI(B/kd
~ S:reet Dedication Slope 6 Draln;ige I':a~erncnC t~ .......... 6/24/88
-- . ' I
thence South 41°02'08" East 61.25 feet; thence North 48~57'52"
East 65.00 feet; thence North 41002'08" West 61.00 feet to a
point heretnnEter described as "Point G"; thence North 48"57'52"
East 35.00 feet; thence South 77042'53" East 136.75 feet; thence
North 81°24"16" East 46,30 feet; thence North 48°10'31" East
318.39 feet; thence North 51056'38" East 99.31 feet; thence North
45s00'44'' East 99.88 ~eet; thence North 60"02'08" East 219.70
feet to the beginning of a non-tangent 400.00 foot ~adlus curve
concave Northwesterly, to which a radial line bears South
30°05'03" Eaatl thence Northeasterly along the arc of said curve
through a central angle of 29"57'40" a distance of 209.17 feet to
the beginning of a non-tnngent 720.00 foot radius curve concave
SoutheasterZy~ to which a radial line bears North 61°26'30" West;
thence Northeasterly along the ace of said curve through a
centfeZ angle of 09~06'48" s distance of 114,52 feet; thence
North 36~12'58" East 79.41 feet to the beginning of a non-tangent
400.00 [oat radlus curve concave Southeasterly, to which a cadtel
11no bea~n North 54"09~11" West; thence Northeasterly along the
arc of nald curve through n central angle of 09°20'20" a distance
of 65.20 feetl thence South 76'57'04" East 16.61 feet; thence
South 35~02~22" East 18.85 feet; thence North 54s57'38" East
19.60 [eetl thence North 35°02'22'' West 15.96 feetl thence North
11~20~44" East 18.96 feet; thence North 76"35'51" East 21.27
feetl thence South 88°26"47" East 53,11 feet; thence North
46s22'14" East 10.35 feet; thence South 00006'50" East 176.04
feet; thence South 82s09'29" West 180.81 feet; thence South
33=47'14" West 174.77 feet; thence South 60"13'16" West 214.49
feet~ thence South 68"54'28" West 62.27 feet; thence South
55s23'59" West 93.23 feet; thence South 40°53'05" West 198.25
feet; thence South 33~49'0~'' ~est 247.82 feet; thence South
60*26']6* W~t 7G.26 fe~t: thence So~tn 77*28't&'
72m2g'01' West 34.92 feetl thence North 80'07°06' West 11.00
feet thence South 16°36'08" Went 25.00 f~et; thence South
45'47'12" West 72,62 feet| thence South 75°29'48" West 95.51
feet thence North 78~36'58" west 97.27 feet; thence South
52007'05" West 36.01 feet; thence South 15e31'05" West 54.87
feet thence South 64~04'17'' West 49.13 feet; thence South
72~58'28" West 67.62 feet; thence South 65'15'05" West 39.08
feet thence South 77"18'52" West 44.76 feet; thence South
76"47'09" West 43.44 feet; thesou ;,onth 25°42'37" West 179.57
feet thence South 60°20'52" West 173.39 feet; thence South
74"15'58'' West 277.76 feet; thence North 53"40'34" West 108.94
feet thence South 38"29'24" West 50.08 feet; thence South
49"33'19'' West 50.04 feet; thence South 63"26'23" West 55.04
feet thence South 68"17'51" West 50.54 feet; thence South
68°58'42" West 90.18 feet.; thence South 73"06'10" West 51.02
feet thence South 80"57'00" Went 56.16 feet; thence North
23~01'15'' West 27.14 feet to the TRUE POINT OF BEGINNING.
"' ........ """C'
Phas~ 2: Telegraph Canyon Road
~reet Dedicatton~ S,lope S Drat~aK~
PARCEL I DRAINAGE EASEMENT
Beginning at hereinDefore mentioned "Point F"; thence North
66°58'45" East 583.87 feet to the TRUE POINT OF BEGINNING: thence
continuing North 66°58'45" East 45.00 feet; thence South
23"01'15" East 56.00 feet; thence South 66°58'45" West 45.00
feet; thence North 23Q01'15" West 56.00 feet to the TRUE POINT OF
BEGINNING.
PARCEL J DRAINAGE EASEMENT
Beginning at hereinbefore mentioned "Point F'; thence North
66°58'45" East 773.87 feet to the TRUE POINT OF BEGINNING; thence
continuing North 66°58'45" East 44.00 feet; thence South
23e01'15" East 46.00 feet; thence South 66°58'45" West 44.00
feetl thenc~ North 23°01'15" West 46.00 feet to the TRUE POINT OF
BEGINNING.
PARCEL K DRAINAGE EASEMENT
Beginning at hereinbefore mentioned "Point G"; thence South
41°02'08" East 61.00 feet/ thence South 48°57'52" West 65.00
feet; thence North 41~02'08" West 61.25 feet to a point on the
arc of a 2067.00 foot radi,,s curve concave Northwesterly, to
which a radial line bears South 40~08'55" East; thence North-
easterly along the arc of said curve through a central angle of
00°53'13" a distance of 32.00 feet; thence North 48~57'52" East
33.00 feet to the Point of Beginning.
PARCEL L DRAINAGE EASEMENT
Beginning at hereinhefore mentioned "Point G"; thence North
48°57'52" East 35.00 feet to the TRUE POINT OF BEGINNING/ thence
continuing North 48°57'52" East 400.85 feet to the beginning of a
tangent 2067.00 foot radius cucve concave Northwesterly; thence
Northeasterly along the arc of said curve thTough a central angle
of 03°15'18" a distance of 117.43 feet; thence tangent to said
curve North 45°42'34" East, 604.48 feet to the beginning of a
tangent 1933.00 foot radius curve concave Southeasterly; thence
Northeasterly along the arc of said cu~'.,~ through a central angle
of 02°15'00" a distance of 75.91 [ee~; thence tangent to said
curve North 47°57'34" East 1475.h3 feet to the beginning or a
tangent 1933.00 foot radius curve concave Southeasterly; thence
Northeasterly along the arc of said curve through a central angle
of ll°00'00'' a distance of 371.il feet; thence tangent to said
curve North 58°57'34" East 462.98 feet to the beginning of a
7~'''' ',
l'[~ase ~: Tele~,raph Canyon
Street Dedication, Slope & Drainages
tangent 2067.00 foot radius curve concave Northwesterly; thence
Northeasterly along the arc of said curve through a central angle
of 16°51'13" a distance of 608.01 feet~ thence tangent to said
curve North 42°06'21" East 1355.15 feet; thence South 09~47'58"
East 182.22 feet to a point hereinafter described as "Point
thence South 42°43'01" West 252.21 feet; thence South 02~31'27"
East 21.57 feet; thence South 45°00'00" East 18.80 feet; thence
South 45°00'00" West 16.37 feet; thence North 45~00'00" West
17.61 feet; thence South 89~28'05" West 22.62 feet; thence South
42"14'39" West 726.54 feet; thence South 39"00'30" West 68.28
feet; thence South 29"18'17" West 39.39 feet; thence South
32"29'33" West 55.73 feet to the beginning of a non-tangent
680.00 foot radius curve concave Southeasterly, to which a [aJial
line bears North 37°24'43" Westl thence Southwesterly along the
arc of said curve through a central angle of 16°05'14'' a distance
of 190.93 feet to the beginning of a reverse 680.00 foot radius
curve concave Northwesterly; thence Southwesterly along the arc
of said curve through a central angle of 19°10'15" a distance of
227.52 f~et; thence South 48e33'06" East 41.22 feet; thence South
41e26'54'' West 52.77 feet to the beginning of a non-tangent 80.00
foot radius curve concave Northwesterly, to which a radial line
bears South 88~46'42" West; thence Southwt. sterly along the arc
said curve through a central angle of 111°45'40" a distance
156.05 feet; thence South 69"10'08" West 57.18 feet to a point
hereinafter described as "Point I"; thence North 20"49'52" West
44.50 feet; thence South 63°44'14" West 72.02 feetl thence South
61~09'33" West 137.17 feet; thence South 60°38'58" West 374.31
feet; thence South 52"13'00" West 410.61 feet; thence South
23~49'03" West 26.87 feet; thence South 13~44'06" West 170.20
feet to the beginning of a non-tangent 240,00 foot radius curve
concave Northwesterly, to which a radial line bears South
58'47'05" East; thence Southwesterly along the arc of said curve
througD a central angle of 51~29'49" a distance of 215.71 feet to
a point hsreinafter described as "Point J", said point lies on
the arc of a 120.00 foot radius curve concave Southeasterly, a
radial line to said point beats North 17"00'15" East; thence
Southwesterly along the arc of said curve through a central angle
of 59e39'16" a distance of 124.94 feet; thence tangent to said
curve South 47~20'59" West 175.03 feetl thence South 49~47'52"
West 100.61 feet; thence South 02°56'39" East 17.52 feet; thence
South 50"36'10" East 18.91 fcc~i thence South 48°00'00" West
20,78 feet; thence North 41°00'00~'~cst 19.62 feet; thence South
85~07'06" West 12.10 feet; thence South 29~30'28'' West 11,42 feet
to the beginning of a tangent 150.00 foot ~adius curve concave
Southeasterly; thence Southwesterly along the arc of said curve
through a central angle of 15~26'12"a distance of 40.41 feet;
thence ~outh 56°26'02" East 41.02 feet; thence South 30°50'25"
East 26.28 feet; thence South 35°46'!4"West 12.30 feet; thence
South 78°00'03" West 25.11 feet to a point heroinafter described
as "Point K"; thence North 55°59'31" West 66.46 feet to the
beginning of a non-tangent _60.00 foot radius curve concave
Southeasterly, to which a radial line bears North 02'18'11" West;
thence Southwesterly along the arc of said curve through a
central angle of 45~59'25" a distance of 128.43 feet to the
beginning of a non-tangent 180.00 foot radius curve concave
Southeasterly, a radial line to said point bears North 46'04'18"
West; thence Southwesterly along the arc of said curve through a
central angle of 32~19'05" a distance of 101.53 feet; thence
tangent to said curve South 11°36'37" West 58.88 feet; thence
South 46°22'14" West 10.35 feet; thence North 88'26'47" West
53.11 feet; thence South 76°35'51" West 21.27 feetl thence South
11'20'44" West 18.96 feet; thence South 35'02'22" East 15.96
feet/ thence South 54°57'38" West 19.60 feet/ thence North
35°02'22" West 18.85 feet; thence North 76"57'04" West 16.61 feet
to the beginning of a non-tangent 400.00 foot radius curve
concave Southeasterly, to which a radial line bears North
44~48'51" West; thence Southwesterly along the arc of said curve
through a central angle of 09"20'20" o distance of 65.20 feet/
thence South 36"12'50" West 79.41 feet to the beginning of a non-
tangent 720.00 foot radius curve concave Southeasterly, to which
a radial line bears North 52°19'42" West; thence Southwesterly
along the arc of said curve through a control angle of 09'06'48"
a distance of 114.52 feet to the beginning of a non-tangent
400.00 foot radius curve concave Northwesterly, a radial line to
said point bears South 60°02'43" East; thence Southwesterly along
the arc of said curve through a central angl~ of 29e57'40" a
distance of 209.17' feet; thence South 60'02'08" west 219.70 feet;
thence South 45e00'44" West 99.88 foot; thence South 51o56'38"
West 99.31 feet; thence South 48e10'3]" West 318.39 feeL; thence
South 81e24'16" West 46.30 foot; thence No[th 77',2'53" West
136.75 feet to the TRUE POINT OF BEGINNING.
RICK ENGINEERING COMPANY
': ,
9910C StreeK Dedication, Slope & Drainage Easement F..'o t~d ~ 6/24/88 10o,12
PARCEL N SLOPE EASEMENT
Beginning at hereinbefore mentioned "Point K"; thence South
78"33'02" West 101.56 feet; thence South 63"10'02" West 105.28
feet; thence South 55"00'00" West 16.04 feet to the beginning of
a non-tangent 180.00 foot radius curve concave Southe~sterly, to
which a radial line bears North 69"05'16" West thence North-
easterly along the arc of said curve through a central angle of
23"00'58" a distance of 72.31 feet to the beginning of a non-
tangent 160.00 foot radius curve concave Southeast, fly, a radial
line to said point bears Morth 48"17'36" West] thence North-
easterly along the arc of said curve through a central angle of
45°59'25" a distance of 128.43 feet] thence South 55"59'31" East,
66.46 feet to the Point of Beginning.
PARCEL O SLOPE EASEMENT
Beginning at hereinbefore mentioned "Point J"; thence South
00"58'16" West 25.96 feet] thence South 89"36'01" West 48.74
feet; thence South 81~21'35" West 26.36 feet; thence South
31"15'46" West 59.46 feet] thence South 45"29'53" West 33.36
feet; thence South 47"43'16" West 113.49 feet] thence South
60"59'52" West 33.02 feet to the beginning of a non-tangent 80.00
foot radius curve concave Northwesterly, to which a radial line
bears South 73"52'39" West thence Southwesterly along the arc of
said curve thzough a central angle of 61°10'39" a distance of
85.42 feetl thence tangent to said curve South 45"03'18" West
00.08 feet; thence North 30"50'25" West 26.28 feet] thence North
56"26'02" West 41.02 feet to the beginning of a non-tangent
150.00 foot radius curve concave Southeast.fly, to which a radial
line bears North 75"55'44" West] thence ||oftbeast.fly along the
arc of said curve through a central angle of 15"26'12" a distance
of 40.41 feetl thence tangent to said curve North 29"30'28" East
11.42 feet; thence North 85"07'06" East 12.10 feetl thence South
41~00'00" East 19.62 feet] thence North 48"00'00" East 20.70
feet; thence North 50"36'10" West 18.91 feet] thence North
02"56'39" West 17.52 feet; thence North 49"47'52" East 100.61
feet; thence North 47"20'59" East 175.03 feet to the beginning
of a tangent ~20.00 foot radius curve concave Southeast.fly|
thence Northeasterly ,along the arc of said curve through a
central angle of 59"39'16" a distance of 124.94 feet to the Point
of Beginning.
9/22188
RICK ENGINEERING COMPANY
Phase 2: Tele;~raph Canyon RiFid ' ~R~/kd
Street Dedication. S~ope & Drainage Ea~m~nc 4
PARCEL P SLOPE EASEMENT
Beginning at hereinbefore mentioned "Point I"; thence South
69"10~08" West 78.81 feet; thence South 41"28'14" West 92.58
feet; thence South 48'35'43" west 68.45 feet; thence South
57"25'03" West 59.98 feet; thence South 69'00'02" West 129.76
feet; thence South 44'40'47" West 73.37 feet; thence South
57"44'06" West 197.72 feet; thence South 66"44'44" West 142.95
feet; thence South 67"26'15" West 39.15 feet; thence South
60"59'08" West 134.88 feet; thence North 23'49'03" East 26.87
feet; thence North 52'13'00" East 410.61 feet; thence North
60"38'58" East 374.31 feet; thence North 61'09'33" East 137.17
feet; thence North 63"44'14" East 72.02 feeti thence South
20"49'52" East 44.50 feet to the Point of Beginning.
PARCEL Q SLOPE EASEMENT
Beginning at hereinbefore mentioned "Point II"; thence South
09*47'58" East 117.63 feet; thence South 42e06'21" West 270.19
feet; thence South 75019'30" West 58,30 feet~ thence South
52'11'31" West 65.97 feet; thence South 60'02'27" West 62.02
feet; thence South 16'07'22" West 87.40 feet/ thence South
33'01'09" West 65.84 feet; thence South 45'38'21" West 233.29
feet; thence South 45*03'05" West 221.30 feet; thence South
37"14'47" West 73.06 feet/ thence South 61'37'23" West 51.49
feet; thence South 43e10'43" West 106.57 feetl thence South
30'30'22" West 35.20 feet; thence South 11"30'39" West 43.05
feet; thence South 59~15'26" West 122.72 feet; thence South
41~26'54" West 73.36 feetl thence North 48*33'06" West 41.22 feet
to the beginning of a non-tangent 680.00 foot radius curve
concave Northwesterly, to which a radial line bears South
34'1:.*'42" East thence Northeasterly along the arc of said curve
through a central angle of 19'10'15'' a distance of 227.52 feet to
the beginning of a reverse 680,00 foot radius curve concave
Southeast.fly; thence Northeasterly along the arc of naid curve
through a central angle of 16"'05'14" a distance of 190.93 feet;
thence North 32~29'33'' East, 55.73 feet; thence North 29~1B'17"
East 39.39 feet; thence North 39~U0'30" East 68.28 feet; thence
North 42o14'39" East 726.54 feet; thence riorib 89~28,05* East
22.62 feet; thence South 45"00'00" East 17.61 f~t; thence North
45"00'00" East 16.37 feet; thence North 4~ouO'QO" West 18.80
feet; thence No~th 02031'27" West 21,57 feet; thence North
42~43'01'' EaSt 252.21 feet to the Point of Beginning.
~"~ ~ ,~IRB I 9122/8~
RICK ENGINEERING COMPANY
'~05~, ~'~e~t. Dt.Clh,r,O.,04 Phase 2: Telegraph Canyon Road
59~0C ._~ Stree~ D~dtea~ion, Slope ~ Drainage Easement I I
PARCEL T SLOPE EASEMENT
Beginning at the Northwest corner of said Quarter Section 41
thence along the Westerly line of said Quarter Section South
18°40'26" East 595.68 feet to the Southerly line of said Road
Survey No. 1086 and the TRUE POINT OF BEGINNING; thence
continuing South 18°40'26" East 72.47 feet~ thence South
71°15'36" West 44.63 feet; thence South 47e04'29" West 8S.48
feet; thence North 72°18'23" West 93.87 feet; thence North
20°59'55" West 99.95 feet to the Southerly line of said Road
Survey No. 1086-65; thence along said Southerly line Horth
82e36'34" East 13.99 [eet; thence leaving said Southerly line
South 07'25'17" East 33.00 feet; thence South 34"46'40" East
15.23 feet; thence North 82~34'43" East 48.00 feet; thence North
07"25'17" West 46.50 feet to said Southerly lines thence along
said Southerly line North 82e36'34" East 97.42 feet to the
Southerly line North 82°36'34" East 97.42 feet to the Southerly
line of said Road Survey No. 1086; thence along said Southerly
line North 89~59'44" East 44.07 feet to the TRUE POINT OF
BEGINNING.
PARCE~ U DRAINAGE EASEMENT O
Beginning at the Northwest corner of said Quarter Section 41)
thence along the Westerly line of said Quarter Section South
18"40'26" East 589.90 feet to the Southerly line of said Road
Survey No. 1086-65; thence along said Southerly line South
82~36'34" West 140.00 feet to the TRUE POINT OF BEGINNING; thence
leaving said Southerly line South 07e25'17" East 46.50 feet;
thence South 82e34'43" West 48.00 fe~t; thence North 34"46'40"
West 15.23 feet; thence North 07e25'17" West 33.00 feet to said
Southerly linel thence No=~h 82"36'34" East 55.00 feet to the
TRUE POINT OF BEGINNING.
. . . .. { i~~ MATCH LINE SEE SHEET NO. 4
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