Storm Water Management Facilities Maintenance Agreement 2008-0603471
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DOC # 2008-0603471
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RECORDING REQUESTED BY:
,'SoUTI'llANDTITLE Of SAN DIEGO
RECORDIN,G REQUESTED BY:
CITY OF POWA Y
NOV 21, 2008 10:58 AM
OFFICI,I\L RECOR[I~'
"'I'll C'IEGO COUI'IT';' RECOF:DEF:'S OFFICE
CiFiEGORY J ':;MITH. COU~H'y' RECORDER
FEE';' 123.DI)
AND WHENRECORDED MAIL TO:
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PAGES: 38
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CITY CLERK
CITY OF POW A Y
POBOX 789
POWAY, CA 92074
286,2
1111111111111111111I111111111111111111111111111111111111111111111111111111111111
(THIS SPACE FOR RECORDER'S USE)
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APN: 277-070-33,277-080-03,,277:0S0-22
STORM WA'I'ER MANAGEMENT FACILITIES
MAINTENANCE AGREEMENT
XNd(llotJ((Ijmcm~~x
Hidden Valley Ranch
17150 Old.Coach Road
Poway, CA 92064
(
G 1527-05
)
This AGREEMENT for the maintenance and repair of certain Storm WaterManagement Facilities is,entered
into betweenthe Property Owner(s) of the Hidden Valley Ranch - Unit 1 Subdivision (hereinafter,referredio
,collectiVely as "OWNER") and the City of Po way (hereinafter referred to as "CITY';) for the benefit of the
CITY, the QWNER, the successors in interest to the CITY or the OWNER, and the public generally.
WHEREAS, OWNER is the owner of certain real property located in the City of Poway, California, more
particularly described in Exhibit ':A;;'heret9 (hereinafter referred to ,as the "PROPERTY"), whiCh isa
subdivision consisting of individ,ual residential lots, in accordance wi1happlications for Tentative Map No, TM
00-02, Specific Plan No:01-02. Coriditional Use Permit No, 01-05. Grading Permit No, G] 527-05 which are
on file with the CITY, This Agreement is required as a condition of approval for such development.
WHEREAS, in accordance with the City of Po way's Standard Urban Storm Water Mitigation,Plan, Poway
Municipal Code, Chapter 16, Division VI (the "SUSMP Ordinance"), the City of Poway Subdivision
Ordinance, the City of Poway Zoning Ordinance, the City of Poway Grading Ordinance and/or other
ordinances or regulations of CITY which regulate land development and urban runoff, OWNER has proposed
thatstoim water runoff from the PROPERTY be managed by the use of the following Storm Water
Management Facilities which arddentified as "Best Management Practices" or "BMPs" (list all required
BMPs by type and general location):
WaterOiIaiitV BioSwale #1. At the down stream end of the southerly curb inlet on Hidden Valiey Ranch
Road.,approximately 500 feet easterlyofthe proiect entrance off Old Coach Road (Parcel "0" of attached
Exhibits "E'\& "F"),
WaterOiialitY BioSwales #2. nearthe downstream end of Storm Drain Line "J" on the Westerly side of South
ValleyR'ancl1 Road. approximately 330 feet south of the interseCtion with Hidden Valley Ranch Road (Parcel
0.8-133
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"C" of attached,Exhibits "E":& "F"),
Water Ouality Low"Flow Detention Basin '#1 ibcated at the southwesterlv corner of Lot 27 (Parcel "A" of
attached ExhiiJits "E" & "F"),
Water OualityLow Flow Detention Basin #2 near the downstream end of-Storm Drain Line "G". on the fill
slope southerlvofLot 8 (Parcel "E" of attached Exhibits "E" & "F")'.
Hvdromodification Detention Basin upstream of Box Culvert "C" (as depicted on the approved grading plans ).
ontheeasteflv side of South Vallev Ranch Road. approximatelv 330 feet south of the intersection with Hidden
Vallev Ranch Road {Parcel "B" of attached' Exhibits "E" & "F"),
The, precise location(s) and extent ofthe BMPs are indicated on theGrading Plan dated 9-24-08 on file with
CITY's Development Services Department as No,G1527-05
The manner and standards by which the BMPs must be repaired'<and maintained in order to retain their
effe<;tiveness are as,set forth in the Operation Maintenance Plan (hereinafter "O&M PLAN"), which is attached
hereto and incorporated herein as Exhibit "B",
WHEREAS, OWNER's representations that the BMPs will be maintained have been relied upon by CITY in
approving OWNER's development applications, It is the purpose of this Agreement to assure that the BMPs
are maintained, by creating obligations that are enforceable againstthe OWNER and the OWNER's successors
in interest in the PROPERTY, Itis intended that these obligations be enforceable notwithstanding other
provisions related to BMP maintenance that are provided by law,
NOW,THEREFORE, for consideration of (a) CITY's approval oftheabove development applications and (b)
the mutual covenants set forth herein, IT IS HEREBY AGREED AS FOLLOWS:
I, Maintenance of Storm Water Management Facilities. OWNER agrees, for itself and its successors
iniilterest, to all or any portion of the PROPERTY, to comply,in all respects with the requirements of
the SUSMP Ordiilancewith regards to the maintenance ofBMPs, and in particular agrees to perform,
at its sole cost. expense and liability, the following "MAINTENANCE ACTIVITIES": all
inspections, cleaning,repairs"servicing, maintenance and other actions specified in the O&MPLAN,
with respect to all of the BMPs listed above, at the times and in the manner specified in the O&M
PLAN, OWNER shall keep records of this maintenance and provide copies of such records and
annual certification of maintenance as requested by CITY, OWNER shall initiate, perform and
complete all MAINTENANCE ACTIVITIES at the required time. without request or demand rrom
CITY or any other agency, OWNER further agrees that "MAINTENANCE ACTIVITIES" shall
include replacement or modification of the BMPs in the event offailure, Replacement shall be with
an identical type, size and model of BMP" except that:
(a) The City Engineer may authorize substitution of an alternative BMP if he or she determines
that it will be as effective as the failed BMP; and
(b) If the failure oftheBMP, in the judgment of the City, Engineer, indicates thatthe BMP in use
is inappropriate or inadequate to the circumstances, the BMP must be modified orreplaced
with a more effective BMP to prevent future failure in the same or similar circumstances,
2, Notices, OWNER further agrees that it shall, prior to transferring ownership of any land on which any
of the above BMPs are located, or any lot or portion ofthe PROPERTY which is served by the above
BMPs, and also prior to transferring ownership of any such BMP, provide clear written notice ofthe
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above described maintenance obligations to the ,transferee,
3, CITY's Rigl1No Perform Maintenance. It is agreed that CITY shall have the right, but not the
obligation, to elect to perforrnany or all of the MAINTENANCE ACTIVITIES if, in the CITY's sole
judgment, OWNER has failed to perform the same, Such maintenance by the CITY shall be
conducted in accordance with the nuisance abatement procedures set forth in Poway Municipal Code
Chapter 8,72, In the cas~ of maintenance performed by the CITY, it may be performed by CITY
forces, or a contractor hired by the CITY, at the CITY's sole election. It is recognized and understood
that the CITY makes no representation that it intends to or wi"!1 perform any ofthe MAINTENANCE
ACTIVITIES, and aily election by CITY to perfoJ1l1 any of the MAINTENANCE ACTIVITIES shall
in no way relieve OWNER of its continuing maintenance obligations under this agreement. If CITY
, elects to perform any of the MAINTENANCE ACTIVITIES, it is understood that CITY shall be
deemed to be acting as theag~nt of the OWNER and said work shall be without warranty or
representation by CITYas.lo safety or effectiveness, shall be deemed to be accepted by OWNER "as
is", and shall be covered by, OWNER's indemnity provisions,below,
If CITY performs any of the MAINTENANCE ACTIVITIES, after CITY has demanded that
OWNER perform the same and OWNER has failed to do so within a reasonable time stated in the
CITY's demand, then OWNER shall pay all of CITY's costs incurred in perfoiming the
MAINTENANCE ACTIVITIES, plus an administrative fee, OWNER's obligation to'pay CITY's
costs of performing MAINTENANCE ACTIVITIES is a continuing obligation, If OWNER fails to
pay CITY's costs for performing MAINTENANCE ACTIVITIES, CITY may assess a lien on the
property or properties of the responsible parties pursuant to the procedures set forth in Poway
Municipal Code Chapter 8,72,
4, Grant of Easementto CITY. OWNER hereby grants to CITY a temporary access easement over,
under and across that portion of PROPERTY shown in Exhibits "C" and "D", for purposes of
accessing,theBMPs, Saidtemporary access easement to be quitclaimed'once thefmal map records for
the Hidden Valley Ranch - Un in Subdivision, OWNER also hereby grants to CITY a perpetual
easement over, under and across that portion of PROPERTY shown in Exhibits "E" and 'T', for
purposes of accessing the BMPs, inspecting the BMPs, and performing any ofthe MAINTENANCE
ACTIVITIES specified in Paragraph I above, CITY shall have the right, at any time and without prior
notice to OWNER, to enter upon any part of said area as may be necessary or convenient for such
purposes, OWNER shall at all times maintain the PROPERTY sO as to make CITY's access clear and
unobstructed,
5, Administration of Agreement for CITY. CITY hereby designates the City Engineer as the officer
charged with responsibility and authority to administer this Agreement on behalf of CITY, Any notice
or communication to the City related to the implementation of this Agreement shall be addressed to:
City Engineer
City of Po way
13325 Civic'Center Drive
Poway, CA 92064
6, Defense and Indemnity. CITY shall not be liable for, and OWNER and its successors in interest
shall defend and, indemnifY CITY and the employees and agents of CITY (collectively "CITY
PARTIES"), against any and all claims, demands, liability, judgments, awards, fmes, mechanic's liens
or other liens, labor disputes, losses, damages, expenses, charges or costs of any kind or character,
including attorneys' fees and court costs (hereinafter collectively referred to as "CLAIMS"), related to
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this Agreement and,arising,either directly or indirectly from any act, error, omission or negligence of
OWNER, ,'OmE~:s' successors, or their contractorS, licensees, agents, servants or employees.
includirig,without limitation, claims caused by the concul!<;ntmegligent act, error or omission,
whether active or passive of CITY PAR TIES, OWNERshaWhave no obligation, however, to defend
or indemnify CITYP AR TIES from a,c1aim if it is determined by a court of competent jurisdiction that
such claim Was caus!'d !>ythe sole negligence or,willful misconduct of CITY PARTIES, Nothing is
this Agreement, CITY's approval of the development application or plans and speCifications, or
inspection of the work, is intended to acknowledge responsibility for any such matter, and CITY
PARTIES ,shall have:absolutely no responsibility or liability therefore unless otherwise provided by
applicable' law,
7, Allocatioll, of Costs. F()II()wing the sale or transfer of any of the individual residential lots by
OWNER, the cost ofthe MAINTENANCE ACTIVITIES required by this Agreement shall be divided
equally by all lot owners, an~ paid by each lot owner or his,orher'heirs, assigns and succe,ssors in
interest. This requiremeiit.lshall be binding on alllotown!,rs"inthe subdivision, and each shall be
responsillle.Jorhis or her equal share of the cost associated with the maintenance,
8" AgreemlmtBinds,Success6rs!and Runs With the PROPERTY. It is understood and agreed that
the,terms,covenants and conditions herein contained shall constitute covenants running withtheJaJ:li:l
and'Shallbe bindirigtipon'thelieirs, executors, administrators"successors and'assigns ofOWNER:a:nd
CITY, shall be deemed to be{or the benefit of all persons owning any interest in the PROPERTY
(includingthe ihteresfofCmY"oritssuccessors in the easement granted hereiri), It is the intent of the
parties hereto that this 8.greement shall be recorded and shall ,be binding upon all pers()nspurchasing
or otherwiseacijuirlhgall or any lot, unit or other portion oft1}e PROPERTY, who shall be deemed to
have consented tOA!1d beqome bound by all the provisions hereof.
9,OWNER's Continuingilesponsibilities Where Work 'Commenced, or Permit Obtained.
Notwithstanding any other provision of this Agreement, no transfer or conveyance ofthe..PROPERTY
or 'any portion thereof shall, in any way relieve OWNER of or otherwise affect: OWNER ;'s
, responsibilities for installation or maintenance ofBMPs which'mayhave arisen under the ordinances
orregulationsofCITYreferred,to in,this Agreement, or otlierfederal, state 'or CITY laws,ona,ccount
of OWNER having obtained'a pefinitWhich creates such obligations or having commenced'grading;
construction or other land disturbance work.
10, Amendment and Release; The terms of this Agreement may be modified only by a written
amendment approved and,signed by the Director of Development Services acting on behalf of CITY
and by OWNER or OWNER'ssuccessor(s) in interest~ this Agreement may be terminated and
OWNER and,the,PROPERTY releaSedfrom'the covenants'set forth herein, by a release,which CITY
may execute if it determ,ires that another mechanism will assure the ongoing'maintenance '<if the
BMPs'or that it is no longer necessary to assure such 'maintenance,
II. Goveming,Law and Severability. This,Agreement shall be governed by the laws of the State of
California, yenue.in'any actioIl'related to tliisAgreement shall be in the Superior Court of the State of
California, County,ofSart'Diego, In the event that any ofthe provisions of this Agreement are held to
be unenforceable or invalid'by any court of competent jurisdiction, the validity, and enforceability of
the temainingprovisio~sshall not be affected thereby,
IN WITNESS'WHEREOF; the parties have executed this Agreementim the dates set forth hereinafter.
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ForPr~perty Owner:
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Edward C,Malone,&BarbaraJ, Millone
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as Co'TrtIstees under Declaration of Trust,dated December 14.1972
. F"CITY 6FPOWAY'.~.. <JI.{JJ
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Date:
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Director of Development Services
APPROVED ASTO F'ORM:
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J.js,a A, 'Foster, City Attomey
Attachments: EXHIBIT "A"- Property Description
EXHlBIT "Ii;' -OperationMaintenance Plan
EXHIBIT "C" - Temporilry,Access Description
EXHIBIT"D" - Temporary Access Plat
EXHIBIT "E" ~ BMP Location Description
EXHIBIT "F" - BMP 'Location Plat
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CALIFORNiA ALL~PURPOSE ACKNOWLEDGMENT
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State of California
County of S;:ln niP-Oo
On Jlll~JVlO0
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before ,me, Shell"y C()lIi'l5,J;~n.!..'lfx..f~jf.' ''''00""
I3d/AJaJwl ani ntMhd/w..- /Wf{/L{)v?L
Name(sl01 Slgfler{sl
personally appeared
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~commlluan . 1787~79
1""""~FI*Ic .=1Ih. I
I' ~ ~:.:~~:r ~IIUDl1J
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Place Notary Seal Above
who proved to me on the basis of satisfactory evidence to
be the person@ whose name6} is/@Ysubscribed to the
within instrument and acknowledged to me that
heM:le/t@executed,the same in hislAer(~llUthorized
capacity~ and that by hi8lllerl@ignatur<@) on the
instrument the persor@, or the entity upon behalf of
which the person~acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws
of the State of California that the foregoing paragraph is
true and correct.
Signature
Though the information below is not required by la\lv, it may prove valuabfe to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
OPTIONAL
Description of Attached Document
Title or Type of Document: ~m\'\ JDJ:1J\
Document Date; ~(}J, \1) ,'WDg
Signer(s) Other Than Named Above;
Capaclty(ies) Claimed by Signer(s)
Signers Name:
o Individual
o Corporate Officer - Title(s):
o Partner - 0 Limited 0 General
'0 !lttorney in Fact
o Trustee
b Guardian or Conservator
o Other:
RIGHT THUMBPRINT
< 'OFSIGNER
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Signer Is Representing;
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Signer's Name:
o Individual
o Corporate 'Officer - Title(s):
o Partner - 0 Limited 0 Generat
o Attorney in Fact
o Trustee
o Guardian or Conservator
o Other:
RJGHTTHur.~ePRJNT
. ."OF SIGNER I
Top of l:humb here
Signer Is Representing;
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CERTIFICATE OF ACCEPTANCE
This is to certify that the iriterest in real property conveyed by the deed or grant
dated: November 14, 2008 from Edward C, Malone & Barbara J, Malone, Grantor, to
the City of Poway, Graritee, a political corporation and/or governmental agency is
hereby accepted by the undersigned officer or agent on behalf of the City Council
pursuant to authority conferred by Resolution No, 34 adopted on January 20, 1981 and
the grantee consents to recordation thereof by its duly authorized officer.
Dated: /I/; 9/-:tF
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CITY OF POWAY
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Seal:
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" Troyan, City Ci'"rK
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N:lcitylsharelcertificate of acceptance-city,doc
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EXHIBIT "A"
A TRACT OF LAND BEING A PORTION OF THE SOUTH HALF OF SECTION 19 AND THE SOUTH
HALF OF SECTION 20, ALL IN TOWNSillP 13 SOUTH, RANGE I WEST, SAN~BERNARDINO
BASE AND MERIDIAN, IN J:HE CITY OF POWAY, COUNTY OF SAN DIEGO, STATE OF
CALI~ORNIA, ACCORDING TO UNITED STATES GOVERNMENT SURVEY, SAID TRACT
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE CENTER QUARTER CORNER OF SAID SECTION 19, THENCE ALONG THE
NORTH LINE OF THE SAID SOUTH HALF OF SECTION 19, NORTH 87044'53" EAST 1218.33
,FEET; THENCE LEA VING:SAIDNORTH LINE, SOUTH39054'59" EAST 263,08 FEET TOTHE
BEGINNING OF A NONTANGENT 254,00 FOOT RADruS CURVE CONCA VE SOUTl:lERLY,
WITH A RADIAL LINE TO SAID BEGINNING BEARING NORTH 34027'53" WEST; THENCE
EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 6T11'47" AN"ARC
DlST ANCE OF 297,89 FEET TO A POINT OF REVERSE CURVA TURE WITH A 486,00 FOOT
RADIUS CURVE CONCAVE NORTHEASTERLY, WITH A RADIAL LINETO SAID POINT
BEARING NORTH 32?43'54" EAST; THENCE SOUTHEASTERLY ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 17043'22" AN ARC DISTANCE OF 150.33 FEET;
THENCE SOUTH 74059'28" EAST 31.78 FEET TO THE BEGINNING OF A 314,00 FOOT
RADIUS CURVE CONCA VESOUTHWESTERL Y; THENCESouniEASTERLY ALONG SAID
CURVE THROUGH A CENTRAL ANGLE OF 43045' 16" AN ARC DISTANCE OF 239}9{EET;
THENCE SOUTH 3]014'12" EAST 208,67 FEET TO THE"BEGINNING OF If. 21(j,OO FOOT
RADIUS CURVE cONCAVE NORTHERLY; THENCE EASTERLY ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 70033'16" AN ARC DISTANCE OF 265;98 FEET 'I'd A
POINT OF REVERSECURV ATURE WITH A 244,00 FOOT CURVE CONCAVE SOUTHERLY,
WITH A RADIAL LINE TO SAID POINT BEARING SOUTH n 047'28" EAST;' THENCE
EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 49006'26"ANARC
DISTANCE OF 209.13 FEET TO A POINT OF REVERSE CURVATURE WITH A 216,00 FOOT
CURVE CONCA VENORTHEASTERL Y, WITH A RADIAL LINE TO SAID POINT BEARING
NORTH 37018'58" EAST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 30050'19" AN ARC DISTANCE' OF 116,26 FEET TO A POINT OF
REVERSE CURVATURE WITH A 244,00 FOOT CURVE CONCAVE SOUTHWESTERLY,
WITH A RADIAL LINE TO SAID POINT BEARING SOUTH 06028'39" WEST; THENCE
SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE,OF 53022'42" AN
ARC DISTANCE OF 227.32 FEET; THENCE SOUTH 30008'39" EAST I] 7,60 FEET TO THE
BEGINNING OF A 26,00 FOOT RADIUS CURVE CONCA VENORTHEASTERL Y; THENCE
SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 53058'05" AN
ARC DISTANCE OF 24.49 FEET TO A POINT OF REVERSE CURVATURE WITH A 42,00
FOOT CURVE CONCA VE SOUTHWESTERLY, WITH A RADIAL LINE TO SAID POINT
BEARING SOUTH 05053' 16" WEST; THENCE SOUTHERLY ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 143005']0" AN ARC DISTANCE OF 104,89 FEET TO
THE BEGINNING0F A LINE RADIAL TO SAID CURVE; THENCE SOUTH 31001 '34" EAST
4,00 FEET RADIALLY TO THE BEGINNING OF A 46,00 FOOT RADIUS CURVE CONCAVE
NORTHEASTERLY; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 144051 '00" AN ARC DISTANCE OF 116,29 FEET TO A POINT OF
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REVERSE CURVATURE WITH A 22,00 FOOT CURVE CONCAVE WESTERLY, WITH A
RADIAL LINE TO,SAIDPOINT BEARING NORTH 660 I 0'34" WEST; THENCE NORTHERL Y
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 53058'05" AN ARC DISTANCE
OF 20,72 FEET;'THENCENORTH 30008'39" WEST I 17,60 FEET TO THE BEGINNING OF A
212,00 FOOTRADIUS CURVE CONCAVE SOUTHWESTERLY; THENCE NORTHWESTERLY
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 53022'42"AN ARC DISTANCE
OF 197,51 FEET TO A POINT OF REVERSE CURVATURE WITH A 248,00 FOOT RADIUS
CURVE CONCAVE NORTHERLY, WITH A RADIAL LINE TO SAID POINT BEARING
NORTH 06028'39" EAST; THENCE WESTERLY ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 30050'19" AN ARC DISTANCE OF 133.48 FEET TO A POINT OF
REVERSE CURVATURE WITH A 212,00 FOOT RADIUS CURVE CONCA VE SOUTHERLY,
WITH A RADIAL LINE TO SAID POINT BEARING SOUTH 37018'58" WEST; THENCE
WESTERLY ALONG SAiD CURVE THROUGH A CENTRAL ANGLE OF 49006'26" AN ARC
DISTANCE OF 181.70 FEET TO A POINT OF REVERSECURV A TURE WITH A 248,00 FOOT
RADIUS CURVE CONCAVE NORTHERLY, WITH A RADIAL LINE TO SAID POINT
BEARING NORTH I 1047'28" WEST; THENCE WESTERLY ALONG SAID CURVE THROUGH
A CENTRAL ANGLE OF 70?33'J6" AN ARC DISTANCE OF 305.39 FEET; THENCE NORTH
31014'12" WEST 208,67 FEET TO THE BEGINNING OF A 282.00 FOOT RADIUS CURVE
CONCAVE SOUTHWESTERLY; THENCE NORTHWESTERLY ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 43045'16" AN ARC DISTANCE OF 215.35 FEET;
THENCE NORTH 74059'28" WEST 31.78 FEET TO THE BEGINNING OF A 518,00 FOOT
RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE NORTHWESTERLY ALONG
SAID CURVE THROUGH A CENTRAL ANGLE OF 120I0'19"AN ARC DISTANCE OF 110,04
FEET TO A POINT OF CUSP OF SAID CURVE WITH A NONT ANGENT LINE AND WITH A
RADIAL LINE TO SAID POINT BEARING SOUTH 27"10'51" WE~T; THENCE SOUTH
32028'41" EAST 159.07 FEET; THENCE SOUTH 03016'11" EAST 171.99 FEET; THENCE
SOUTH 21042'38" WEST 192,12 FEET; THENCE SOUTH 41000'13" WEST 173,78 FEET;
THENCE SOUTH 86029'36" WEST 74,19 FEET; THENCE NORTH 86019'02" WEST 81,73 FEET
TO THE BEGINNING OF A NONTANGENT 80,00 FOOT RADIUS CURVE CONCAVE
NORTHEASTERLY, WITH A RADIAL LINE TO SAID POINT BEARING SOUTH 14038'10"
WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 91033'55" AN ARC DISTANCE OF 127,85 FEET; THENCE NORTH 16012'05" EAST 56,83
FEET; THENCE NORTH 49029'22" EAST 90,77 FEET; THENCE NORTH 02039'53" EAST2I,94
FEET; THENCE SOUTH 49029'22" WEST 121.40 FEET; THENCE NORTH 77050'35" WEST
72.52 FEET; THENCE NORTH 27053'21" WEST 135,70 FEET TO THE BEGINNING OF A
NONT ANGENT 229.00 FOOT RADIUS CURVE CONCA VE NORTHERL Y,WITH A RADIAL
LINE TO SAID POINT BEARING SOUTH 47032'55" EAST; THENCE WESTERLY ALONG
SAID CURVE THROUGH A CENTRAL ANGLE OF 48047'56" AN ARC DISTANCE OF 195,04
FEET; THENCE ,NORTH 88044'59" WEST 138,76 FEET TO THE BEGINNING OF A 130,00
FOOT RADIUS CURVE CONCA:VE SOUTHEASTERLY; THENCE SOUTHWESTERLY
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 80048'00" AN ARC DISTANCE
OF 183.34 FEET; THENCE SOUTH 10"27'0]" WEST 176.48 FEET; THENCE SOUTH 67059'58"
WE'ST 198,67 FEET; THENCE NORTH 88009'49" WEST 205,59 FEET; THENCE NORTH
41036'39" WEST 68.35 FEET TO THE BEGINNING OF A NONTANGENT 256,00 FOOT
RADIUS CURVE CONCA VE NORTHWESTERLY, WITH A RADIAL LINE TO SAID POINT
BEARING SOUTH 48028'48" EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 27"42'08" AN ARC DISTANCE OF 123,77 FEET TO A
POINT OF REVERSE CURVATURE WITH A ]8,00 FOOT CURVE CONCAVE
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SOUTHEASTERLY, WITH A RADIAL LINETO'SAID'POINT BEARING SOUTH 20046'28"
EAST; THENCE SOUTHWESTERLY, ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF78033'55" AN ARC OISTANCE,OF 24,68 FEET ~O A POINTOF REVERSE CURVATURE
WITH A 248:00 FOOT CURVE CONCAVE WESTERLY, WITH A RADIAL LINE TO SAID
POINT BEARING SOUTH 80039'25" WEST; THENCE SOUTHERLY ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 23025'56" AN ARC DISTANCE OF 101.42 FEET TO A
POINT OF REVERSE CURVATURE WITH A 212.00 FOOT CURVE CONCAVE
NORTHEASTERLY, WITH A RADIAL LINE TO SAID POINT BEARING SOUTH 75054'39"
EAST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENlRAL ANGLE
OF 88'31 '27" AN ARC DISTANCE OF 327,55 FEET TO A POINT OF REVERSE CURVATURE
WITH A 248,00 FOOT CURVE CONCA VE SOUTHWESTERLY, WITH A RADIAL LINE TO
SAID POiNT BEARING SOUTH 15033'54" WEST; THENCE SOlJTHEASTERL Y ALONG SAID
CURVE THROUGH A CENTRAL ANGLE OF 15045' 18"AN ARC DISTANCE OF 68,19 FEET
TO THE TERMINUS OF SAID CURVE AND THE BEGINNING OF A NONTANGENT LINE,
WITH A RADIAL LINE TO SAID TERMINUS BEARING NORTH 31019' 12" EAST; THENCE
NORTH 65045'38" EAST 637,5,9 FEET; THENCE SOUTH 09011 '30" WEST 35054 FEET TO
THE BEGINNING OF A NONTANGENT 50,00 FOOT RADIUS CURVE CONCAVE
SQUTHWESTERL Y, WITH A RADIAL LINE TO SAID BEGINNING BEARING NORTH
14040'53" EAST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 106038' 15" AN ARC DISTANCE OF 93,06 FEET TO THE TERMINUS
OF SAID CURVE AND THE BEGINNING OF A NONT ANGENT LINE, WITH A RADIAL LINE
TO SAID TERMINUS BEARING SOUTH 58040'52" EAST; THENCE SOUTH 75021 '29," EAST
152,58 FEET; THENCE NORTH 28025'31" EAST 41.62 FEET; THENCE SOUTH 59050'04"
EAST 205,33 FEET; THENCE SOUTH 20006'41" WEST 123,78 FEET; THENCE SOUTH
79057'43" WEST 284,97 FEET; THENCE SOUTH 27020'33" WEST 19Q.63 FEET; THENCE
SOUTH 55015'39" WEST 181.50 FEET; THENCE NORTH 69022'16" WEST 222.15 FEET;
THENCE NORTH 29037'25" WEST 8053 FEET TO THE BEGINNING OF A 100.00 FOOT
RADIUS CURVE CONCAVE SOUTHERLY; THENCE WESTERLY ALONG SAID GURVE
THROUGH A CENTRAL ANGLE OF 91018'45" AN ARC DISTANCE OF 159.37 FEET;
THENCE SOUTH 59003'50" WEST 39.14 FEET TO THE BEGINNING OF A 75.00 FOOT
RADIUS CURVE CONCAVE NORTHERLY; THENCE WESTERLY ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 39048'50" AN ARC DISTANCE OF 52.12 FEET; THENCE
NORTH 81007'20" WEST 40,83 FEET TO THE BEGINNING OF A 200,00 FOOT RADIUS
CURVE CONCA VE SOUTHERLY; THENCE WESTERLY ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 44025'22" AN ARC DISTANCE OF 155,06 FEET; THENCE SOUTH
54027'18" WEST 24,52 FEET TO THE BEGINNING OF A 100,00 FOOT RADIUS CURVE
CONCAVE NORTHERLY; THENCE WESTERLY ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 24050'38" AN ARC DISTANCE OF 43.36 FEET; THENCE SOUTH
79017'56" WEST 169,17 FEET; THENCE NORTH 23010'47" WEST 186.45 FEET TO THE
BEGINNING OF A NONTANGENT 216,00 FOOT RADIUS CURVE CONCAVE
NORTHWESTERLY, WITH A RADIAL LINE TO SAID BEGINNING BEARING NORTH
29054'47" WEST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A
CENTRAL ANGLE ,OF 20021'26" AN ARC DISTANCE OF 76,74 FEET TO A POINT OF
REVERSE CURVATURE WITH A 194,00 FOOT CURVE CONCAVE SOUTHEASTERLY,
WITH A RADIAL LINE TO SAID POINT BEARING SOUTH 09033'21" EAST; THENCE
SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 68016'44" AN
ARC DISTANCE OF 231,19 FEET TO A POINT OF REVERSE CURVATURE WITH A 216,00
FOOT CURVE CONCAVE NORTHWESTERLY, WITH A RADIAL LINE TO SAID POINT
2872
BEARING NORTH 77050'05" WEST; THENCE SQUTHWESTERL Y ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 27046'25"'AN ARCDIST ANCE OF 104.70 FEET TO A
POINT OF' REVERSE CURVATURE WITH A 194,00 FOOT CURVE CONCAVE
SOUTJIEASTERLY, WITHARADIAL LINE TO SAID POINT BEARING SOUTH 50003'40"
EAST; THENCESOUTHWESTERL Y ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 27055,29" AN ARC DISTANCE OF 94,55 FEEJ TO A POINT OF REVERSE CURV A TURE
WITHA216,OO FOOT CURYECONCA VE NORTHWESTERLY, WITH A RADIAL LINE TO
SAID POINT BEARING NORTH 77059'09" WEST; THENCE SOUTHWESTERLY ALONG
SAID CURVE TJ:IROUGH A CENTRAL ANGLE OF 70004' 15" AN ARC DISTANCE OF 264,16
FEETTO APOINT OF REVERSE CURVATURE WITHA 194,00 FOOT CURVE CONCAVE
SOUTHEASTERLY, WITH A RADIAL LINE TO SAID POINT BEARING SOUTH 07054'54"
EAST;THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE
0F-68023'56" AN ARC DISTANCE OF 23 L59 FEET; THENCE SOUTH 13041 '10" WEST 164.34
FEET; THENCE SOUTH 89049'50" EAST 21.95 FEET; THENCE NORTH 21031'J6"'EA~n
155.39 FEET TO THE BEGINNING OF A 50,00 FOOT RADIUS CURVE CONCAVE
SOUTHEASTERLY; THENCE NORTHEASTERLY ALONG SAID. CURVE THROUGH A
, . ,- -- , , '. ~- ---
CENTRAL ANGLE Of 47001'08" AN ARC DISTANCE OF 41.12 FEET; THENCE NORTH
"680;W24"EAST83.75 FEET TO THE BEGINNrNGOFA 600,00 FOOT RADIUS CURVE
CQNCAVE NORTHWESTERLY; THENCE NORTHEASTERLY ALONG SAID ,CURVE
THROUGH A CENTRAL ANGLE OF080l6'29" AN ARC DISTANCE OF 86,65 FEET; THENCE
NORTH 6602T55" EAST 74,43 FEET TO THE BEGINNING OF A 435,00 FOOT RADIUS
CURVE CONCA VE_NORTHWESTERL Y; THENCE NORTHEASTERLY ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 30023'12" AN ARC DISTANCE OF 230,70,FEET TO A
POINT OF REVERSE CURVATURE WITH A 100,00 FOOT CURVE CONCAVE
SOUTHEASTERLY, WrrHA RADIAL LINE TO SAID P9INT BEARING SOUTH'59~55,i1"
EAST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF'17'28:26" AN ARCDISTANCE OF 30,50 FEET; THENCE NORTH 47033'09" EAST 73,73
.. ~ -
FEET; THENCE NORTH 54046'53" EAST 37,88 FEET; THENCE NORTH 810n '54"EAST 83.03
. ~ , -, - .
FEET; THENCE SOUTH 64023'43" E1\:ST 302,67 FEET; THENCE NORTH 58009'30" EAST
129,76 FEET; THENCE ,SOUTH 56004'08" EAST 382.49 FEET; THENCE,NORTH 86016'19"
EAST 143,76 FEET; TtIENCE SOUTH 57046'47" EAST 134,89 FEET; THENCE NORTH
57016'00" EAST 146,79 FEET; THENCE NORTH 71046'56" EAST 296,63 FEET; THENCE
SOUTH 17008'42:' EAST 130;25 FEET; THENCE SOUTH53003'12"EAST208:48 FEET TO A
POINT .01'1 THE SOUTHERLY LINE OF SAID SECTION 19 WHERE THE sqUTHEAST
CORNER OF SAID SECTION 19 BEARS NORTH 82059'46" EAsT 1223.55 FEET; THENCE
ALONG SAID SOUTHERLY LINE SOUTH 82059'46:' WEST 1567,65 FEET TOTHESOqTH
QUARTER CORNER OF SAID S)':CTION 19; THENCE CONTINUING ALONG SAID
SOUTHERLY LINE, NORTH 89049'50." WEST 1307,66 FEET TO THE SOUTHWEST CORNER
OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SAID SECTION 19; THENCE
ALONG THEWES;rERL Y LINE OF THE EAST HALF OF THE SOUTHWEST QUARTER OF
SAID SECTION 19; NORTH 03021 '48" EAST 27,62 FEET; THENCE LEAVING SAID
WESTERLY LINE, NORTH 390 i l' 45" EAST 1310;61 FEET TO THE BEGINNING OF A 1400,00
FOOT RADIUS CliRVE CONCAVE NORTHWESTERLY; THENCE NORTHEASTERLY
ALONG SAID CURVE THROUGH A CENTRALANGLE OF 36055'02" AN ARC DISTANCE
OF 902,06 FEET; THENCE NORTH 02022' 43',' EAST 338c?6 FEET TO THE BEGINNING OF A
1000,00 FOOT AADilTS CURVE CONCAVE EASTERLY; THENCE NORTHERLY ALONG
SAID CURYWfHROUGHA CENTRAL ANGLE OF 18033 '36" AN ARC DISTANCE OF 323,93
FEET; THENCE NORTH 20056' 19" EAST 200;80 FEET TO A POINT ON THE NORTH LINE OF
2873
THE SOUTH HALF OF SAID SECTION 19; THENCE ALONG SAID NORTH LINE, NORTH
8T44'53" EAST'199:41 FEET TO THE POINT OFBEGINNING,
THE HEREINABOVE DESCRIBED AREA CONTAINS 97.208 ACRES MORE OR LESS,
rR,?- ---
dK A BRENCICK, L.S, 7226
LANDMARK CONSUL'rING
20-6/M!i.EGA,:-siIM":~DY . doc
287.4
EXHIBIT "B"
OPERATION MAINTENANCE PLAN
BMP CATEGORY MAINTENANCE ACTIVITIES MAINTENANCE ANNUAL
FREQUENCY cost
BIO-FlL TERJ GRASS- - CUT VEGETATION IN ONCE/MONTH $2,972
LINED BIOSWALE NATURAL CHANNEL TO
MAX, 6" HEIGHT
- RESEEDNEGETA TE
BARE SPOTS AS
NECESSARY
- REMOVE SEDIMENT
FROM CHANNEL AS
NECESSARY
- BACKFILL BURROW
HOLES AS NECESSARY
DRAIN INLET INSERTS - REMOVE SEDIMENT AFTER EACH $1,183
FOSSILE FILTERS - REMOVE DEBRIS AND RUNOFF
TRASH PRODUCING
- REMOVE OIL AND ,STORM
GREASE
- INSPECT FOR
STRUCTURAL
INTEGRITY
LOW FLOW WATER - OPEN OUTLET CAP TO AFTER EACH $34,100
QUALITY DETENTION ALLOW WATER TO RUNOFF
BASINS AND DRAIN OUT PRODUCING
HYDROMODIFICA TION - CLOSE CAP WHEN STORM
DETENTION BASIN BASIN IS EMPTIED
- REMOVE SEDIMENT
- INSPECT FOR
STRUCTURAL
INTEGRITY
TOTAL $ 38,255
2875
SHEET 1 OF 2
EXHIBIT "C"
44-FOOT WIDE TEMPORARY ACCESS EASEMENT
PARC:FI 'A"
A TRACT OF LAND BEING A PORTION OF THE SOUTH HALF OF SECTION 19,
TOWNSHIP 13 ;SOUTH, RANGE 1 WEST, SAN BERNARDINO BASE AND MERIDIAN, IN
THE CITY OF POWAY, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING
TO UNITED STATES GOVERNMENT SURVEY, THE CE~TER LINE OF SAID 44-FOOT
WIDE TEMPORARY ACCESS EASEMENT BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT THE CENTER QUARTER CORNER OF SAID SECTION 19, THEf':lCE
ALONG THE NORTH'L1NE OF THE SAID SOUTH HALF OF SECTION 19, SOUTH 87044'53"
WEST 199.41 FEET TO THE CENTER LINE OF COUNTY ROAD NO, 722 (KNOWN AS OLD
C,OACH ROAD) ACCORDING TO PLAT THEREOF ON FILE IN THE OFFICE OF THE
COUNTY ENGINEER OF SAN DIEGO COUNTY, AND AS MOHE PARTICULARLY
DESCRIBED IN THAT EASEMENT FOR COUNTY HIGHWAY RECORDED FEBRUARY 15,
1968 AS FILE NO, 26947, OF ,OFFICIAL RECORDS; THENCE LEAVING SAID NORTH LINE,
SOUTHERY ALONG SAID CENTER LINE OF OLD COACH ROAD THE FOLLOWING TWO
COURSES:'SOUTH 20056'19" WEST 200.80 FEET TO THE BEGINNING OF A 1000,00 FOOT
RADIUS CURVE CONCAVE EASTERLY.; THENCE SOUTHERLY ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 10055'48" AN ARC DISTANCE'OF 190,76 FEET TO THE
TERMINUS OF SAID CURVE, THE BEGINNING OF A NONTANGENT LINE AND THE TRUE
POINT OF BEGINNING, WITH A RADIAL LINE TO SAID TERMINUS BEARING NORTH
79059'29" WEST; THENCE LEAVING SAID CENTER LINE OF OLD COACH ROAD, SOUTH
67018'40" EAST 28,83 FEET TO THE BEGINNING OF A 226,00 FOOT RADIUS CURVE
CONCAVE 'SOUTHWESTERLY; THENCE SOUTHEASTERLY ALONG SAID CURVE
, "
THROUGH A CENTRAL ANGLE OF 48002'42" AN ARC DISTANCE OF 189,51 FEET;
THENCE SOUTH 19015'58" EAST 292,87 FEET TO THE BEGINNING OF A 234,00 FOOT
RADIUS ~URVE CONCAVE NORTHERLY; THENCE SOUTHEASTERLY ALONG SAID
CURVE THROUGH A CENTRAL ANGLE OF 8~012'03" AN ARC DISTANCE OF 339,80 FEET
TO PQINT 'A", WITH A RADIAL LINE TO SAID POINT BEARING SOUTH 12028'01" EAST;
THENCE CONTINUING EASTERLY AND NORTHERLY ALONG SAID CURVE THRQUGH A
CENTRAL ANGLE OF 59027'27" AN ARC DISTANCE OF 242,83 FEET; THENCE NORTH
18004'32" EAST 361.14 FEET TO THE BEGINNING OF A 266:00 FOOT RADIUS CURVE
CONCAVE SOUTHEASTERLY; THENCE NORTHEASTERLY ALONG SAID CURVE
THROUGH 'A CENTRAL ANGLE OF 75055'19" AN ,ARC DISTANCE OF 352.47 FEET;
THENCE SOUTH 86000'09" EAST 540,28 FEET TO THE BEGINNING OF A 250,00 FOOT
2876
SHEET 2 OF 2
RADIUS CURVE CONCAVESOUTHERL Y; THENCE' EASTERLY ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 16032'50" ANARG DISTANCE OF 72.20 FEET TO THE
TERMINUS OF SAID CURVE, WITH A RADIAL LINE TO SAID TERMINUS BEARING NORTH
20032'41" EAST.
EXCEPT THEREFROM THAT PORTION OF THE HEREINABOVE REFERENCED COUNTY
ROAD'NO, 722 (KNOWN AS OLD COACH ROAD),
THE HEREINABOVE DESCRIBED AREA CONTAINS 2.414ACRES MORE OR LESS,
PARCFI "B"
A, PORTION OF THE SOUTH HALF OF SECTION 19, TOWNSHIP 13 SOUTH, RANGE 1
VI,IE,ST, SAN BERNARDINO BASE AND MERIDIAN, IN THE CITY OF POWAY;iCOUNTY OF
SAN QIEGO: STATE OF CALIFORNIA, ACCORDING TO ut,.jITED STATES GOVERNMENT
SURVEY, THE CENTER LINE OF SAID 44-FOOT WIDE TEMPORARY ACCESS EASEMENT
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE HEREINABOVE DESCRIBED POINT "A"; THENCE SOUTH 12028'01"
EAST ,22,63 FEET TO THE BEGINNING OF A 226,00 FOOT ,RADIUS CURVE CONG/WE
WESTERLY; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL,ANGLE
OF26,033~22" AN ARC DISTANCE OF 1 04,75 FEET TO A POINT OF REVERSE CURVATURE
WITH A 234,00 FOOT ,RADIUS CURVE CONCAVE EASTERLY, WITH- A RADIAL LINE TO
SAID POINT BEARING SOUTH 75054'39" EAST; THENCE SOUTHERLY ALONG SAID
CURVE THROUGH A CENTRAL ANGLE OF 76011'31" AN ARC DISTANCE OF 311,17 FEET
TO THE TERMINUS OF SAID CURVE, WITH A RADIAL LINE TO SAID TERMINUS BEARING
SOUTH 27053'50" WEST.
EXCEPT THEREFROM THAT PORTION OF THE HEREINABOVE DESCRIBED PARCEL "A,i,
THE HEREINABOVE DESCRIBED AREA CONTAINS 0.421 ACRES MORE OR LESS.
rA:---l r
MARK A BRENCICK, LS, 7226
LANDMARK CONSULTING
20-6IMILEGALS/CTYfacACCesmt.doc
EXHIBIT "0"
TEMPORARY ACCESS EASEMENT
LEGEND
(R) INDICA TES RADIAL LINE
P,O,B, INDICATES POINT OF BEGINNING
T.P,O,B, INDICATES TRUE POINT OF BEGINNING
~ INDICATES PARCEL "A"
~ INDICATES PARCEL "B"
eTR 1/4 COR
SEe 19
30'
I
L
I
I
Cl
d
0::
G
8 I
Cl
c5 I
/
/
/
SW 1/4
SEe 19
T 13 S
R 1 W
PARCEL
<<'
2877
SHEET 1 or 6
CITY OF POWA Y
TRACT NO. 00-02
22'
SE 1/4
SEC 19
T 13 S
R1W
"B"
SEE SHEET 06 FOR
TABULATED TRAVERSE DATA
(\ lffDMm\
CONSULTING
~
20- 61M IMISC- 0 WG Ie TYfocA CCesm t, dwg
MARK A. BRENCICK, LS 7226
, ,
EXHIBIT "0"
2878
TEMPORARY ACCESS EASEMENT
LEGEND
(R) INDICA TES /:IADIAL tiNE
TP,o,a, INDICATES TRUE POINT OF'aEGINNING
~ INDICATES PARCEL "A"
~ INDICArES PARCEL "a"
~ '/
~
Cl SEE SHEET 1
, T.P,Q.B, '
Q:
,'fi
~I
i"
'"
'~I
I
I'
r-
I
I
I
I
I
I
I
I
I
iW
Cl
<(
o
Q:
"';
() ,
<(
o
()
Cl
-.J
o
SHEET 2 OF 6
PARCEL "A"
S[E SHEET J
(\~
PARCEL "8" (')
-]'''-,CXl
SEE SHEET 5
SEE SHEET 06 FOR
TABULATED TRAVERSE DATA.
20-6/M/MISC OWG/CTYfocACCesmt,dwg
. .
EXHIBIT "0"
LEGEND
TEMPORARY ACCESS EASEMENT
~ INDICA TES PARCEL "A"
~ INDICA rES PARCEL "a"
PARCEL "A"
SEE SHEET 2
PARCEL "B"
SEE SHEET 5
(\~
20-6 /M/MISC - D WG /CTYlocACCesm t, dwg
2879
SHEET 3 OF 6
SEE SHEET 4
SCALE: 1"= 100'
SEE SHEET 06 FOR
TABULA TED TRA VERSE DA TA.
,
EXHIBIT "0"
2880
TEMPORARY ACCESS EASEMENT
LEGEND
(R) INDICA TES RADIAL LINE
~ INDICA TES PARCEL "A"
SHEET 4 OF 6
PARCEL "A"
(TYP.) _
~
~
N20'J2'41 "[mJJ
SEE SHEET 3
SCALE; 1"= 100'
(\~
SEE SHEET 06 cOR
TABULA TED TRAVERSE DA TA.
20- 6 1M IMISC-O WG IC TyrocA CCesm t. dwg
LEGEND
(R) INDICA TES RADIAL LINE'
~ INDICA TES PARCEL "A"
~ INDICATES PARCh "8"
\::
SEE SHEET 2
PARCEL
.. ,
20- 6 /M/MISC- D WG /CTYfocACCesml, dwg
EXHiBiT' "0"
2,881
FEMPORARY ACCESS EASEMENT
SHEET 5 OF 6
SEE SHEET 4
--...2Z!5 '54 'J9"[(R)
PRC
SCALE: 1"= 100'
S27'5J'50''W(R)
^ l.ffDMroK
ff ~ CONSULTING
SEE SHEET 06 FOR
TABULA TED TRAVERSE DA TA
.' ,
EXHIBIT "0"
TEMPORARY ACCESS EASEMENT
LINE DA TA
NO. BEARING
L1 N87'44'53"E
L2 N20'56'19"E
L3 N67'18'40"W
L4 NI9'15'58"W
L5 NI8'04'32"E
L6 N86'00'09"W
L 7 NI2'28'01 "W(R)
NO,
Cl
C2
C3
C4
C5
C6
C7
C8
C9
CURVE DA TA
RADIUS DEL TA
1000,00' 10'55'48'
226,00' 48'02'42'
234,00' 142'39'30'
266,00' 75'55'19'
250,00' 16'32'50'
234,00' 83'12'03'
234,00' 59'27'27'
226,00' 26'33'22'
234,00' 76'11'31'
^~
U ~ CONSULTING
20- 6 1M IMISC-D WGICTYfocACCesm I. dwg
DISTANCE
199.41'
200,80'
28,83'
292,87'
361.14'
540,28'
22,63'
ARC
190,76'
189,51'
582,63'
352.47'
72.20'
339,80'
242,83'
104,75'
311.17'
2882
SHEET 6 OF 6
2:88'3
SHEET 1 OF'7
EXHIBIT "E"
WATER QUALITY FACILITY MAINTENANCE EASEMENT
PARCFI "A"
A T,RACT OF LAND BEING A PORTION OF THE SOUTH HALF OF SECTION 19,
TOWNSHIP 13 SOUTH, RANGE 1 WEST, SAN BERNARDINO BASE AND MERIDIAN, IN
THE CITY OF POWAY, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING
TO UNITED STATES 'GOVERNMENT SURVEY, SAID WATER QUALITY FACILITY
MAINTENANCE EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINl\liNG AT THE CENTER QUARTER CORNER OF SAID SECTION 19,' THENCE
AlONG{tHE,NORTH L1NEOFTHE SAID SOUTH HALF OF SECTION 19, NORTH 87044'53"
EAST 12J8,33 FEET; THENCE LEAVING SAID NORTH 'LINE, SOUTH 39054'59", EAST
2'63:08 FEET TO' THE BEGINNING OF A NONTANGENT 254,00 FOOT RADius CURVE
CONCAVE SOUTHERLY, WITH A RADIAL LINE TO SAID BEGINNING BEARING NORTH
34~27'53" WEST; THENCE: EASTERLY ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF '67011'47" AN ARC DISTANCE OF 297,89 FEET TO A POINT OF REVERSE
C,UIWATURE WITH A 486,00 FOOT'RADIUS CURVE CONCAVE I\IOR!HEASTERLY, WITH
A RADIAL LINE TO SAID POINT BEARING NORTH 32043'54" EAST; T,,!ENCE
SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 17043'22" AN
ARC [)ISTANCE OF 150,33 FEET; THENCE SOUTH 74059'28" EAST 31,78 FEET TO'''THE
BEGINNfNGOF A 314,00 FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY; THENCE
SOUTHEASTERL YALONG SAID CURVE THROUGH A'CENTRAL ANGLE OF 43045'16" AN
ARC DISrANCEOF 239]9 FEET; THENCE SOUTH 31014'12" EAST 208,67 FEET TO THE
. . -. ' .
BEGINNING OF A 216,00 FOOT RADIUS CURVE CONCAVE NORTHERLY; THENCE
EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 70033'16"AI\I ARC
DISTANCE OF 265,98 FEET TO A POINT OF REVERSE CURVATURE WITH A 244,00
FOOT .cURVE CONCAVE SOUTHERLY, WITH 'A RADIAL LINE TO SAID POINT BEARING
SOUTH 11047'28'!EAST; THENCEEASTE,RL Y ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 49006'26" AN ARC DISTANCE OF 209,13 FEET TO A POINT OF
REVERSE CURVATURE WITH A 216,00 FOOT CURVE CONCAVE NORTHEASTERLY,
WITH A RADIAL LINE TO SAID POINT BEARING NORTH 37018'58" EAST; THENCE
SOUTHEAsTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 30050'19" AN
ARC DISTANCE OF 116,26 FEET TO A POINT OF REVERSE CURVATURE WITH A.244,OO
FOOT C,URVE CONCAVE SOUTHWESTERLY, WITH A RADIAL LINE TO SAID POINT
BEARING: SOUTH 06028:3~l" WEST; THENCE SOUTHEASTERLY ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 53022'42" AN ARC DISTANCE OF 227,32 FEET;
THENCE SOUTH, 30008'39" EAST 117,60 FEET TO THE BEGINNING OF A 26,00 FOOT
2884
" .. SHEET 2 OF 7
RADIUS CURVECONCAVE,NORTHEASTERL Y; THENCE SOUTHEASTERLY ALONG SAID
. " .... .,.... -
CURVE THROUGH ACENTRAL. ANGLE OF 53058:.0,5:' AN, ARC DISTANCE OF 24.49 FEET
TO A POINT OF REVERSE CURVATURE, WITH A. 42,00 FOOT CURVE CONCAVE
SOUTHWESTERLY, WITH A ~DIAL LINE TO SAID POINT BEARING SOUTH 05053'16"
WEST; THENCE SOUTHERLY ALONG SAID CURVE. THROUGH A CENTRAL ANGLE OF
143005'10" AN ARC DISTANCE OF 104,89 FEET TO THE BEGINNING OF A LINE RADIAL
TO SAID CURVE; THENCE'SOUTH 31001'34" EAST 4,00 FEET RADIALLY TO THE
BEGINNING OF A 46,00 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE
NORTHVl/ESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 144051'00"
AN ARC DISTANCE OF 116,29 FEET TO A POINT OF REVERSE CURVATURE WITH A
22,00 FOOT CURVE CONCAVE WESTERLY, WITH A RADIAL LINE TO SAID POINT
BEARING NORTH 66010'34" WEST; THENCE NORTHERLY ALONG SAID CURVE
TljROI,JG,H ACENTRAL ANGLE,OF 53058'05" AN ARC DISTANCE OF 20,72 FEET; THENCE
NORTH 30008:39" W" EST 117,60 FEET TO THE BEGINNING OF A 212,00 FOOT'RADIUS
.'.. . ,',-
CURVE CONCAVE SOUTHWESTERLY; THENCE NORTHWESTERLY AL.:ONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 53022'42" AN ARC DISTANCE OF 197:51 FEET TO A
POINT OF REVERSE CURVATURE WITH A 248,00 FOOT RADIUS CURVE CONCAVE
NORT:ljE~LY, WITH A RADIAL LINE TO SAID POINT BEARING NORTH 06028'39" EAST;
THENCE IJI/ESTERL Y ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 30050'19"
AN ARC DISTANCE OF 133.48 FEET TO A POINT OF REVERSE CURVATURE WITH A
212,.00 FOOT ,RADIUS CURVE CONCAVE SOUTHERLY, WITH A RADIAL LINE, TO SAID
POINT BEARING SOUTH 37018. '58" WEST; THENCE WESTERLY ALONG SAID CU, RVE
, '
THROUGH A CENTRAL ANGLE OF 49006'26" AN ARC DISTANCE OF 181,70F.EETTO A
P01NT OF REVERSE CURVATURE WITH A 248,00 FOOT RADIUS CURVE CONCAVE
NORTHE'RLY, 'WITH A RADIAL LINE TO SAID POINT BEARING NORTH 11047'28" Vl/EST;
THENCE WES:rERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 70033'16"
AN ARC DISTANCE OF 305,39 FEET; THENCE NORTH 31014'12" WEST 208.67 FEET TO
THE BEGINNING OF A 282,00 FOOT RADIUS CORVECONCAVE SOUTHWESTERLY;
THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
43045'16'~ AN ARC DISTANCE OF 215,35 FEET; THENCE NORTH 74059'28" WEST 31,78
FEET TO THE BEGINNING OF A 518,00 FOOT RADIUS CURVE CONCAVE
NORTHEASTERLY; THENCE NORTHWESTERLY ALONG SAID CURVE ,THROUGH A
CENTRAL ANGLE OF 12010'19" AN ARC DISTANCE OF 110,04 FEET TO A POINT OF
CUSP OF SAID CURVE WITHA NONTANGENT LINE AND WITH A RADIAL LINE TO SAID
POINT BEARING SOUTH 27010'51" WEST; THENCE SOUTH 32028'41" EAST 159,07 FEET;
THENCE SOUTH 03016'11" EAST 171,99 FEET; THENCE SOUTH 21042'38" WEST 192,12
FEET; THENCE SOUTH 41000'13:' WESJ 173,78 FEET; THENCE SOUTH 86029'36" WEST
74,19 FEET; THENCE NORTH 86019'02" WEST 81,73 FEET TO THE BEGINNING OF A
NONTANGENT 80,00 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY, WITH A
RADIAL LINE TO SAID POINT BEARING SOUTH 14038'10" WEST; THENCE
NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 91033'55" AN
" ,
2885
SHEET 3 OF 7
ARC DISTANCE OF 127,85 FEET; THENCE NORTH 16012'05" EAST 56,83 FEET; THENCE
NORTH 49029'22" ,EAST 90,77 FEET; THENCE NORTH 02039'53" EAST 21,94 FEET;
THENCE SOUTH 49029'22" WEST 121.40 FEET; THENCE NORTH 77050'35" WEST 72,52
FEET; THENCE NORTH 27053'21" WEST 135,70 FEET TO POINT "A" AND THE BEGINNING
OF A NONTANGENT 229,00 FOOT RADIUS CURVE CONCAVE NORTHERLY, WITH A
RADIAL LINE TO SAID POINT BEARING SOUTH 47032'55" EAST; THENCE WESTERLY
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 48047'56" AN ARC DISTANCE OF
195,04 FEET; THENCE NORTH 88044'59" WEST 138,76 FEET TO THE BEGINNING OF A
130,00 FOOT RADIUS CURVE CONCAVE SOUTHEASTERLY; THENCE SOUTHWESTERLY
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 80048'00" AN ARC DISTANCE OF
183,34 FEET; THENCE SOUTH 10027'01" WEST 176.48 FEET; THENCE SOUTH 67059'58"
WEST 198,67 FEET; THENCE NORTH 88009'49" WEST 205,59 FEET; THENCE NORTH
41036'39" WEST 68,35 FEET TO THE BEGINNING OF A NONTANGENT 256,00 FOOT
RADIUS CURVE CONCAVE NORTHWESTERLY, WITH A RADIAL LINE TO SAID POINT
BEARING SOUTH 48028'48" EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 27042'08" AN ARC DISTANCE OF 123,77 FEET TO A
POINT OF REVERSE CURVATURE WITH A 18,00 FOOT CURVE CONCAVE
SOUTHEASTERLY, WITH A RADIAL LINE TO SAID POINT BEARING SOUTH 20046'28"
EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 78033'55" AN ARC DISTANCE OF 24,68 FEET TO A POINT OF REVERSE CURVATURE
WITH A 248,00 FOOT CURVE CONCAVE WESTERLY, WITH A RADIAL LINE TO SAID
POINT BEARING SOUTH 80039'25" WEST; THENCE SOUTHERLY ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 23025'56" AN ARC DISTANCE OF 101.42 FEET TO
POINT "B" AND A POINT OF REVERSE CURVATURE WITH A 212,00 FOOT CURVE
CONCAVE NORTHEASTERLY, WITH A RADIAL LINE TO SAID POINT BEARING SOUTH
75054'39" EAST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 88031'27" AN ARC DISTANCE OF 327,55 FEET TO A POINT OF REVERSE
CURVATURE WITH A 248,00 FOOT CURVE CONCAVE SOUTHWESTERLY, WITH A
RADIAL LINE TO SAID POINT BEARING SOUTH 15033'54" WEST; THENCE
SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 15045'18" AN
ARC DISTANCE OF 68,19 FEET TO THE TERMINUS OF SAID CURVE AND THE
BEGINNING OF A NONTANGENT LINE, WITH A RADIAL LINE TO SAID TERMINUS
BEARING NORTH 31019'12" EAST; THENCE NORTH 65045'38" EAST 637,59 FEET;
THENCE SOUTH 09011'30" WEST 350,54 FEET TO THE BEGINNING OF A NONTANGENT
50,00 FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY, WITH A RADIAL LINE TO
SAID BEGINNING BEARING NORTH 14040'53" EAST; THENCE SOUTHEASTERLY ALONG
SAID CURVE THROUGH A CENTRAL ANGLE OF 106038'15" AN ARC DISTANCE OF 93,06
FEET TO THE TERMINUS OF SAID CURVE AND THE BEGINNING OF A NONTANGENT
LINE, WITH A RADIAL LINE TO SAID TERMINUS BEARING SOUTH 58040'52" EAST;
THENCE SOUTH 75021'29" EAST 152,58 FEET; THENCE NORTH 28025'31" EAST 41,62
FEET; THENCE SOUTH 59050'04" EAST 205,33 FEET; THENCE SOUTH 20006'41" WEST
2886
SHEET 4 OF 7
123,78 FEET; THENCE SOUTH 79057'43" WEST 284,97 FEET; THENCE SOUTH 27020'33"
WEST 190,63 FEET; THENCE SOUTH 55015'39" WEST 181,50 FEET; THENCE NORTH
69022'16" WEST 222,15 FEET; THENCE NORTH 29037'25" WEST 80,53 FEET TO THE
BEGINNING OF A 100,00 FOOT RADIUS CURVE CONCAVE SOUTHERLY; THENCE
WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 91018'45" AN ARC
DISTANCE OF 159,37 FEET; THENCE SOUTH 59003'50" WEST 39,14 FEET TO THE
BEGINNING OF A 75,00 FOOT RADIUS CURVE CONCAVE NORTHERLY; THENCE
WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 39048'50" AN ARC
DISTANCE OF 52,12 FEET; THENCE NORTH 81007'20" WEST 40,83 FEET TO THE
BEGINNING OF A 200,00 FOOT RADIUS CURVE CONCAVE SOUTHERLY; THENCE
WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 44025'22" AN ARC
DISTANCE OF 155,06 FEET; THENCE SOUTH 54027'18" WEST 24,52 FEET TO THE
BEGINNING OF A 100,00 FOOT RADIUS CURVE CONCAVE NORTHERLY; THENCE
WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 24050'38" AN ARC
DISTANCE OF 43,36 FEET; THENCE SOUTH 79017'56" WEST 169,17 FEET; THENCE
NORTH 23010'47" WEST 186,45 FEET TO THE BEGINNING OF A NONTANGENT 216,00
FOOT RADIUS CURVE CONCAVE NORTHWESTERLY, WITH A RADIAL LINE TO SAID
BEGINNING BEARING NORTH 29054'47" WEST; THENCE SOUTHWESTERLY ALONG SAID
CURVE THROUGH A CENTRAL ANGLE OF 20021'26" AN ARC DISTANCE OF 76,74 FEET
TO A POINT OF REVERSE CURVATURE WITH A 194,00 FOOT CURVE CONCAVE
SOUTHEASTERLY, WITH A RADIAL LINE TO SAID POINT BEARING SOUTH 09033'21"
EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE
,OF 68016'44" AN ARC DISTANCE OF 231,19 FEET TO A POINT OF REVERSE
CURVATURE WITH A 216,00 FOOT CURVE CONCAVE NORTHWESTERLY, WITH A
RADIAL LINE TO SAID POINT BEARING NORTH 77050'05" WEST; THENCE
SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 27046'25" AN
ARC DISTANCE OF 104,70 FEET TO A POINT OF REVERSE CURVATURE WITH A 194,00
FOOT CURVE CONCAVE SOUTHEASTERLY, WITH A RADIAL LINE TO SAID POINT
BEARING SOUTH 50003'40" EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 27055'29" AN ARC DISTANCE OF 94,55 FEET TO A
POINT OF REVERSE CURVATURE WITH A 216,00 FOOT CURVE CONCAVE
NORTHWESTERLY, WITH A RADIAL LINE TO SAID POINT BEARING NORTH 77059'09"
WEST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 70004'15" AN ARC DISTANCE OF 264,16 FEET TO A POINT OF REVERSE
CURVATURE WITH A 194,00 FOOT CURVE CONCAVE SOUTHEASTERLY, WITH A
RADIAL 'LINE TO SAID POINT BEARING SOUTH 07054'54" EAST; THENCE
SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 68023'56" AN
ARC DISTANCE OF 231,59 FEET; THENCE SOUTH 13041'10" WEST 164,34 FEET; THENCE
SOUTH 89049'50" EAST 21.95 FEET TO THE TRUE POINT OF BEGINNING; THENCE
.NORTH 21037'16" EAST 62,05 FEET; THENCE SOUTH 31011'56" EAST 102,77 FEET;
THENCE NORTH 89049'50" WEST 76,19 FEET; THENCE NORTH 00010'10" EAST 30.00
2887
SHEET 5 OF 7
FEET TO THE TRUE POINT OF BEGINNING,
THE HEREINABOVE DESCRIBED AREA CONTAINS 0,085 ACRES MORE OR LESS,
PARCFI "8"
A PORTION OF THE SOUTH HALF OF SECTION 19, TOWNSHIP 13 SOUTH, RANGE 1
WEST, SAN BERNARDINO BASE AND MERIDIAN, IN THE CITY OF POWAY, COUNTY OF
SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO UNITED STATES GOVERNMENT
SURVEY, SAID WATER QUALITY FACILITY MAINTENANCE EASEMENT BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE HEREINABOVE DESCRIBED POINT "B" AND THE BEGINNING OF A
2,12,00 FOOT CURVE CONCAVE EASTERLY, WITH A RADIAL LINE TO SAID BEGINNING
BEARING NORTH 75054'39' WEST; THENCE SOUTHERLY ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 17007'39" AN ARC DISTANCE OF 63,37 FEET TO THE
BEGINNING OF A NONTANGENT LINE AND THE TRUE POINT OF BEGINNING, WITH A
RADIAL LINE TO SAID POINT BEARING SOUTH 86057'42" WEST; THENCE LEAVING SAID
CURVE, SOUTH 87025'16" EAST 80,65 FEET; THENCE'SOUTH 15027'44" EAST 57,10
FEET; THENCE SOUTH 46029'56" WEST 77.80 FEET TOA POINT ON SAID 212,00 FOOT
RADIUS CURVE CONCAVE EASTERLY, WITH A RADIAL LINE TO SAID POINT BEARiNG
SOUTH 54023'12" WEST; THENCE NORTHERLY ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 32034'30" AN ARC DISTANCE OF 120,53 FEET TO THE TRUE POINT
OF BEGINNING,
THE HEREINABOVE DESCRIBED AREA CONTAINS 0,163 ACRES MORE OR LESS.
PARCFI "C"
A PORTION OF THE SOUTH HALF OF SECTION 19, TOWNSHIP 13 SOUTH, RANGE 1
WEST, SAN BERNARDINO BASE AND MERIDIAN, IN THE CITY OF POWAY, COUNTY OF
SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO UNITED STATES GOVERNMENT
SURVEY, SAID WATER QUALITY FACILITY MAINTENANCE EASEMENT BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE HEREINABOVE DESCRIBED POINT "B"; THENCE NORTH 75054'39"
WEST 44,00 FEET TO THE BEGINNING OF A NONTANGENT, RADIAL 256,00 FOOT
RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 16026'08" AN ARC DISTANCE OF 73.44 FEET TO THE
TRUE POINT OF BEGINNING, WITH A RADIAL LINE TO SAID POINT BEARING SOUTH
87039'13" WEST; THENCE CONTINUING SOUTHERLY ALONG SAID CURVE THROUGH A
.'
2888
SHEET 6 OF 7
CENTRAL ANGLE OF' 52~57'09"AN ARC DISTANcE OF:?36,59 FEET TO ,THE TERMINUS
OF SAID CURVE,ANDT.HE:BEGI~INNING OFA NONJANG'ENJLlNE, WITH A RADIAL LINE
TO SAID TERMINUS BEARING SOUTH 34042'04" WEST; THENCE SOUTH 56012'04" WEST
13,87 FEET; THENCE NORTH 71036'49" WEST 39,46 FEET; THENCE NORTH 43027'52"
WEST 30,52 FEET; THENCE NORTH 74045'17" WEST 88,79 FEET; THENCE NORTH
22059'10" WEST 84.20 FEEt; THENCE NORTH 20020'34" EAST 79.49 FEET; THENCE
SOUTH 87025'16" EAST50,89'FEET TO THE TRUE POINT OF BEGINNING,
THE HEREINABOVE DESCRIBED AREA CONTAINS 0,349 ACRES MORE OR lESS,
PAReFL 'W
A, RORJION OF THE SOUTH HALF OF SECTION 19, TOWNSHIP 13 SOUTI;i, RANGE 1
',' ,. - :.. ': -. , " ",- > ~ . - ,-, - ~ .
WEST, SAN. BERNARDINO BASE AND MERIDIAN, IN THE CITY OF POWA Y, COUNTY ,OF
'$Af'.J DIE,GO, STATE OF CALIFORNIA, ACCORDING TO UNITED STATES GOVERNMENT
SUR'\tEY,SAIlD, WATER QUALlJY FACILITY MAINTENANCE EASEMENT BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE HEREINABOVE DESCRIBED POINT "B"; THENCE NORTH 75054'39"
WEST 44.00 FEET TO THE BEGINNING OF A NONTANGENT, RADIAL 204,00 FOOT
, -, - " -
RADIUS CURVE CONCAVEW!=STERLY; THENCE NORTHERLY ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 22007'47" AN ARC DISTANCE OF 7.8,79. FEET TO A
POINT OF COMpOUND CURVATURE WITH A 18,00 FOOT RADIUS CURVE CONCAVE
SOUTHWESfERLY, WITH A RADIAL LINE TO SAID POINT BEARING NORTH 8,1057'34';
. '. - - . , . . '-
EAST; Tl;iENCE 1';J0RTHWESTERl Y ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 85054'53" AN ARC DISTANCE OF 26,99 FEET TO A POINT OF REVERSFCURVATURE
WITH A 256,00 FOOT RADIUS CURVE CONCAVE NORTHERLY, WITH A RADIAL LINE TO
SAID POINT BEARING NORTH 03057'19" WEST; THENCE WESTERLY ALONG SAID
CURVE THROUGH A CENTRAL ANGLE OF 51007'09" AN ARC DISTANCE OF 228.40 FEET
TO THE BEGINNING OF A LINE, RADIAL TO SAID CURVE AND THE TRUE POINT OF
BEGINNING; THENCE .LEAVI"NG SAID CURVE, SOUTH 47009'50" WESt 21,90 FEET;
, . .
THENCE SOUTH 88029'01" WEST 11.43 FEET; THENCE SOUTH 61045'02" WEST 9,14
FEET; THENCE NORTH ,57034'00" WEST 18,99 FEET; THENCE NORTH 23058'55" WEST
52,91 FEET; THENCE NORTH 21022'38" WEST 38.49 FEET; THENCE NORTH 66001'58"
EAST 36,28 FEET TO THE TERMINUS OF SAID 256,00 FOOT RADIUS CURVE, WITH A
,RADIAL L1NETOSAID TERMINUS BEARING SOUTH 70044'02"WEST; THENCE EASTERLY
ALONG SAID CURVETHROUGH A CENTRAL ANGLE OF 23034'12" AN ARC DISTANCE OF
105,31 FEET TO THE TRUE POINT OF BEGINNING,
THE HEREINABOVE DESCRIBED AREA CONTAINS 0,099 ACRES MORE OR lESS,
" ,
2889
SHEET 7 OF 7
PARCEl "F"
A PORTION OF THE SOUTH .HALF OF SECTION 19, TOWNSHIP 13 SOUTH, RANGE 1
WEST, SAN BERNARDINO BASE AND MERIDIAN, IN THE CITY OF POWAY, COUNTY OF
SAN DIEGO, .STATE OF CALIFORNIA, ACCORDING TO UNITED STATES GOVERNMENT
SURVEY, SAID WATER ciUALlTY FACILITY MAINTENANCE EASEMENT BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE HEREINABOVE DESCRIBED POINT "A"; THENCE NORTH 42027'05"
EAST 67.35 FEET; THENCE NORTH 23023'45" EAST 55;91 FEET; THENCE NORTH
12004'09" EAST 20.70 FEET; THENCE NORTH 02051'50" EAST 69.40 FEET TO THE
BEGINNING 'OF A NONTANGENT 228.00 FOOT RADIUS CURVE CONCAVE SOUTHERLY,
WITH A RADIAL LINE TO SAID BEGINNING BEARING NORTH 12041'53" .EAST; THENCE
EASTER~Y ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 07050'48" AN ARC
DISTANCE OF 31 :22 FEET TO THE.TERMINUS OF SAID CURVE AND THE BEGINNING OF
A NONTANGENT LINE, WITH A RADIAL LINE TO SAID TERMINUS BEARING NORTH
20032'41" EAST; THENCE SOUTH 12~04'09i' WEST 88.71 FEET; THENCE SOUTH 23023'45"
WEST 50.44 FEET; THENCE SOUTH 38013'43" EAST 42.39 FEET; THENCE SOUTH
20009'27" EAST' 47.68 FEET; THENCE SOUTH 37050'23" WEST 90.99 FEET; THENCE
NORTH 27053'21" WEST 114.63 FEET TO THE POINT OF BEGINNING.
THE HEREINABOVE DESCRIBED AREA CONTAINS 0.287 ACRES MORE OR LESS.
(V'-.~
MARK A BRENCICK, LS. 7226
LANDMARK CONSULTING
20-6/M1LEGALS/ctyFACssmt.doc
, " ,
EXHIBIT "F" 2890
WATER QUALITY FACILITY MAINTENANCE EASEMENT
LEGEND SHEET 1 or 10
P.O.B. INDICATES POINT OF BEGINNING
~ INDICATES PARCEL "A"
c:o=a INDICATES PARCEL "B"
~ INDICATES PARCEL "c"
~ INDICA TES PARCEL "0"
f- - = -=-1 INDICA TES PARCEL "["
L1
"
,
,
E 1/4 COR
SEe 19
L71
CTR 1/4 COR
SEC 19
SEe 19 SEC 20
PARCEL
"a"
CITY OF POWA Y
TRACT NO. 00-02
/
/PARCEL
"An
'~-~
SEC 19 SEC 20
SEC 30 SEC 29
S 1/4 COR
SEe 19
SEE SHEETS 09 AND 10 rGR
TABULA TED TRA VERSE DA TA.
(\~
r~'
SCALE: 1"= 600'
MARK A. BRENCICK, LS 7226
20 6/M/MISC-OWG/ctyFACesmt.dwg
.'
. " .
EXHIBIT "F" 2891
WA TER QUALITY rACILlTY MAINTENANCE EASEMENT
LEGEND SHEET 2 or 10
(R) INDICA TES RADIAL LINE
D INDICATES PARCEL "["
,
"
"
" (' '"
"
" C1
N32'4J'54 "E(RJ
N34'27'53"W(R) ''\ PRC
SEE SHEET 1 . ( ------- ~ c<, L SEE SHEET 3
S27'1O'51"W(R)/~~3~c
- - < L9' ..f
?
~ ~ 0 c/O"
PARCEL "[" f I '-.. " ~
(SEE SHEET 7) ~-!''i ~'\ r
\/ / u ::: <""
/~z..,\ \cP \
-\
-J/ L18 ~
~
L71
L1
POINT
G\9
G~O
L22
SE[ SH[ET 4
c;, ~
"~ / v
\ Ll5 L14
W4'38'10"W(RJ
SCALE: 1"~ 200'
(\~
SEE SHEETS 09 AND 10 FOR
TABULATED TRAVERSE DATA.
20-6/M/Misc-0 WG/c/yF ACesm t. dwg
"
" ,
EXHIBIT "F" 2892
WATER QUALITY fACILITY MAINTENANCE EASEMENT
LEGEND SHEET 3 or 1 0
(R) INDICA TES RADIAL LINE
Sll'47'28"EWd
;---P
Cs
N37'18'58"EkRJ
;---PC
C6'
S06'28'39"W(R)
(I - PRC
C74
C/<.f
SEE SHEET 2
(\~
20- 6 1M IMISC -0 WG Ie / yF ACesm t. dwg
c.>
S05'53'16";;;)
PRC
/
(')
<.0
N66 '1 0'34 "l'f.(B)/
PRC
c;..
o
L6(R)
SEE SHEETS 09 AND 10 FOR
TABULATED TRAVERSE DATA.
~
.'
EXHIBiT'IF" 2893
WATER QUALITY fACILITY MAiNTENANCE EASEMENT
LEGEND SHEET 4. Of 10
(R) INDICA TES RADIAL tiNE
m INDICA TES PARCEL "B"
~ INDICA TES PARCEL "c"
~ INDICA TES PARCEL "0"
SEE SHEET 2
I G~O
L22
G\9
/j~",.".,,,)
~ ~~\ <"'0 L25
------- C2~ ~'46'28"E~R)
PAReEL "0" 1 ") , "P C
/(SEE SHEET 8) ij ~'3925pW~)
POINT "B"
I S75'54'39"EtJ
~-
r- ---, P C PARCEL "B"
~I Q \ (SEE SHEET 7)
I (') (/ SI5'33'54"W(R) ,J'1
\ '" / ,--- PRC
\~,0"" \
/./~0, C<,S
---1'!;Jj'19'12"E(R)
PARCEL "C" ~ ."
(SEE SHEET 7) ') \\
~~~y , ',,~~--- .~::
"'l
"'I
'"
\..2t;
~
"'I
'"
I S58'40'52 "E(RJ
SEE SHEET 5
r,~
SEE SHEETS 09 AND 10 FOR
TABULATED TRAVERSE DATA.
20-6IMjMISC OWGlctyFACesmt.dwg
, .~"
" ,
EXHIBIT "F"
WA TER QUALITY rAC/LlTY MAINTENANCE EASEMENT
LEGEND SHEET 5
(R) INDICA TES RADIAL LINE
SCALE: 1 "= 200'
~ ~-----
(J
il<O
'v
L41
G50
L39 'vJ'O
e29 e28
<v>
--'>
C27
l.J6
SEE SHEET 6
(\~
20- 6 1M IMISC - 0 WG 10 I yF A Cesm t. dwg
SEE SHEET 4
(')
1'0
C'>
L29 1Y
'V
I S58'40'52"E(RJ
L33
J'J
'v
2894
or 10
(..f7
SEE SHEETS 09 AND 10 FOR
TABULA TED TRAVERSE DA TA.
.,
" '
LEGEND
(R) INDICA TES RADIAL LINE
~ INDICATES PARCEL "A"
N7T50'05"W(R)
PRC' ~
S50'03'40"E(R)
PRC ~
~
N77'59'09'~ c/
PRC
L44
_ ---.r
PAReEL "A"
(SEE SHEET 7)
, '
EXHIBIT "F"
2895
or 10
SEE SHEET 5
S29'54'47"[(RJ
1-
S09'33'21 "E R
PRC-
c,":J'l-
(,~
20-6IMIMISC-O WGlc/yF ACesm /. dwg
~O
\..
G:'>O
L39 \..)'0.
c29 e28
SCALE: 1"~ 200'
SEE SHEETS 09 AND 1 0 FOR
TABULATED TRAVERSE DATA.
,:-...
. ,I .
EXHIBIT "F"
2896
WA TER QUALITY fACILITY MAINTENANCE EASEMENT
LEGEND SHEET 7 or 10
T.P.O.8. INDICATES TRUE POINT OF BEGINNING
~ INDICA TES PARCEL "A"
~ INDICA TES PARCEL "B"
~ INDICA TES PARCEL "c"
D INDICA TES PARCEL "["
(R) INDICA TES RADIAL LINE
L49(R)
'"
"1
S87'J9'13"~ II
L56
1m-
/:? /'l //
"I
J.P. 0.8.
PCL "c'
PARCEL "e"
(SEE SHEET 4)
-----,
OL7b 0\'::,
o 0 ~U'
o 0)
/It< /,,/-}
O v\/..~
'/ ;,v
/ ,'),)
/9' c,,"~
~
(\~
POINT "B"
PARCEL "B"
~(SEE SHEET 4)
II
J.P. 0.8.
PCL "B~'57'42"W(RJ
----
20-6IMIMISC-O WGlctyF ACesm t. dwg
PARCEL "A"
(SEE SHEET 6)
L47
r c</6'
~ L-_-I
I --1
,4J '" 1- 1 @
01 ~r -I
. 1 ~ 7 Q:
,;; I-- ~I f!:? ,4J
r:"J J 1-
;,;'1 1_ --1-..)'''1
1 ,~I _I i:1
r::: r 1 '
-..)1- 1 ~I
I- -I "'I
SCALE: 1"= 60' / - J
<1)1- 7
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PARCEL "E"
(SEE SHEET 2)
SEE SHEUS 09 AND 10 FOR
TABULATED TRAVERSE DATA.
.. " ~
EXHIBIT "F"
2897
WA TER QUALITY fACILITY MAINTENANCE EASEMENT
SHEET 8 Of 10
LEGEND
T.P.O.B. INDICATES TRUE POINT OF BEGINNING
till INDICATES PARCEL "0"
(R) INDICA TES RAOIAL LINE
S70'44'02"W(R)
SCALE: 1 "= 60'
C41
PARCEL "0"
(SEE SHEET 4)
c'"
o
N03'57'19"'!ffBY
PRC
N81'57'34"fiB)/
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Ol
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C>
L49(R)
POINT "B"
(\~
SEE SHEETS 09 AND 10 FOR
TABULA TED TRAVERSE DA TA.
20-6IMIMlsC OWGjotyFACesmt.dwg
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,
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EXHIBI T "F"
2898
WATER QUALITY fACILITY MAINTENANCE EASEMENT
LiNE DATA SHEET 9 or 10
LiNE DATA
NO. BEARING DISTANCE
U N87"44'53"[ 1218.33'
L2 N39"54'59"W 263.08'
U N74 "59'28"W 31.78'
L4 N31"14'12"W 208.67'
L5 N30"08'39"W. 11760'
L6 N31 '01 '34"W(R) 4.00'
L7 N30"08'39"W 117.60'
L8 N31"14'12"W 208.67'
L9 N74'59'28"W 31. 78'
LlO. N32'28.'41"W 159.07'
IA.l N03"16'11"W '171.99'
L 1.2 1'121'42'38"[ 192.12'
U3 N4rOO'13"[ 173.78'
LJ4 N86 "29'36 "[ 74.19'
L1S N86"19'02"W 81.73'
U6 NI6'12'05"[ 56.83'
U] N49"29'22"[ 90.77'
U8 N02"39!53"[ 21.94'
U9 N49 "29'22 "[ 121.40'
L20 N7T50'3S"W 72.52'
L21 N27'S3'21 "w 13S.70'
L22 N88"44'59"W 138.76'
L23 Nl0"27'01 "[ 176.48'
L24 N6 7"S9 'S8"[ 198.67'
L25 N88'09'49"W 20S.59'
L26 N41"36'39'~W 68.35'
L27 N65"45'38:'E 637.59'
L28 N09'11 '3D"[ 350. S4'
L29 N7S"21 '29"W 152.58'
UO N28"25'3J"[ 41.62'
Ul N59"SO'04"W 205.33'
NO. BEARING DISTANCE
U2 N20 "06 '41 "[ 123.78'
U3 N79"57'43"[ 284.97'
U4 N2T20'33"[ . 190.63'
us N55"15'39"[ 181. so'
U6 N69"22'16"W 22215'
U7 N29"3]'2S"W 80.S3'
U8 NS9"03'50"E 39.14~
U9 N81"07'20"W 40.83'
L40 N54 "27'18"[ 24.52'
L41 N79"17'56"[ 169; 17'
L42 N23"10'47"W 186.45'
L43 Nl 3"41 '10"[ 164.34'
L44 N89"49'50"W 21.95'
L45 N21"37'16"E 62.05'
L46 N31"11'56"W 102.77'
L47 N89'49'SO"W 76.19'
L48 NOO"10'1Q"E 30,00'
L49 N75'54'39"W(R) 4400'
L50 N56'12'D4"W 13.87'
L51 N71"36'49"W 39.46'
L52 N43"27'52"W 30,52'
L53 N74 "45'I7"W 88.79'
L54 N22"59'ID"W 84.20'
L55 N20'20'34"[ 79.49'
L56 N8T2S'16"W 50.89'
L57 N4T09'50"E(R) 21. 90'
LS8 N88"29 '01 "E 11. 43'
L59 N61"4S'02"E 9.14'
L60 N5T34'00"W 18,99'
L61 N23"SS'5S"W S2.91'
L62 N21"22'38"W 38.49'
L63 N66"0.1 '58"[ 36.28'
L64 N42"27'05"E 6735'
(,~
20- 6 1M IMlsC- 0 WG I ct yeA Cesm t. dwg
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,-
EXHIBI T "F"
2899
WA TER QUALITY fACILITY MAINTENANCE EASEMENT
SHEET 70 or 10
LINE DA TA CURVE DA TA
NO. BEARING DISTANCE
L65 N2Y23'45"E 50.44'
L66 N38'13'43"VV 42.39'
L67 N20'09'27"W 47.68'
L68 N3T50'23"E 90.99'
L69 N21'53'21"W 114.63'
UO N21'S3'21 "w 21.07'
Ul N81'44'53"E IS30.33'
U2 N81'2S'16"W 80.65'
U3 N1S"27'44"W 57.10
U4 N46"29'56"E 77.80'
U5 N23'2J'45"E 55.91'
L76 NI2'04'D9"E 20.70'
U7 N02'51'50"E 69.40'
U8 NI2"04'09"E 88.71'
NO. RADIUS DEL T A ARC
C14 212.00' 49'06'26' 181. 70'
C15 248.0D' 7D"33'16' 30S 39'
C16 282.DD' 43'4S'16' 21S.35'
C17 SI8.00' 12'10'/9' 110.04'
C18 80.00' 91'33'55' 127,85'
C19 229,00' 48'47'56' 19S.04'
C20 130.00' 80"48'00' 183.34'
C21 256.00' 21'42'08' 123.77'
C22 18.00' 78'33'55' 24.68'
C23 248.00' 23'25'56' 101.42'
C24 212.00' 88'31'27' 327.55'
e25 248.00' 15"45'18' 68.19'
C26 50.00' 106"38'15' 93.06'
C27 100.00' 91"18'45' 159.37'
C28 7S.00' 39'48'SD' 52.12'
C29 200.00' 44"25'22' 155.06'
C30 100.00' 24'50'38' 43.36'
C31 216.00' 20'21'26' 76.74'
C32 194.00' 68'16.'44' 231.19'
C33 216.DD' 21'46'2S' 104.70'
C34 194.00' 21'55'29' 94.55'
C35 216.00' 70"04'IS' 264.16'
C36 194.00' 68'23'S6' 231.59'
C37 256.00' 16"26'08" 73.44'
C38 2S6.00' 52'57'09" 236.S9'
C39 204.00' 22'07'47" 78.79'
C40 18,00' 85"54'S3" 26.99'
C41 256.00' 51'07'09" 228. 40'
C42 256.00' 23'34'12" 105,31'
C43 212.00' 11'07'39" 63.37'
C44 21200' 32"34'30" 120.53'
C45 212.00' 38'49'18" 143.65'
C46 228.00' O1'SO'48' 31.22'
CURVE DA TA
RADIUS DELTA
254.00' 67"11'47'
486.00' 17"43'22'
314.00' 43'45'16'
216.00' 70"33'16'
244.00' 49"06'26'
216.00' 30'50'19'
244.00' 53'22'42'
26.00' 53'58'05'
42.00' 143'05'10'
46.00' 144'51'00'
22.00' 53'58'OS'
212.00' 53'22'42'
248.00' 30"SO'19'
ARC
29789'
15D.33'
239.79'
265.98'
209:13'
116.26'
227,32'
24.49'
104.89'
116.29'
2D,72'
197,51'
133.48'
NO.
Cl
C2
e3
C4
e5
C6
C7
C8
C9
C10
Cll
C12
e13
(\ lffD'm
CONSULTING
20-6IMIMISC-O WGlctyF ACesm t. dwg