Storm Water Management Facilities Maintenance Agreement 2014-05164417 -1
D O C # 2014-0516441
II I I II I IIII I I I If I I I I I I I I I II II III
NOV 25, 2014 4:02 PM
OFFICIAL RECORDS
SAN DIEGO COUNTY RECORDER'S OFFICE
Ernest J. Dronenburg, Jr., COUNTY RECORDER
FEES: 0.00
PAGES: 21
(THIS SPACE FOR RECORDER'S USE)
STORM WATER MANAGEMENT FACILITIES
MAINTENANCE AGREEMENT
Lowe's Home Improvement Warehouse
13742, 13750, and 13760 Poway Road
(G13 -0014)
The undersigned grantor(s) declares:
Documentary Transfer Tax is $ -0- pursuant to R & T Code 11922 (conveyance to a Government Agency)
This AGREEMENT for the maintenance and repair of certain Storm Water Management Facilities is
entered into between the Property Owner Lowe's Home Centers, LLC, a North Carolina limited liability
company, (hereinafter referred to collectively as "OWNER ") and the City of Poway (hereinafter
referred to as "CITY") for the benefit of the CITY, the OWNER, 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" hereto (hereinafter referred to as the "PROPERTY "), which
are being redeveloped in accordance with applications for Development Review 13 -009, Minor
Conditional Use Permit 10 -06, Variance 10 -02, and Grading Permit No. G13 -0014, 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 Poway'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 that storm water runoff from the PROPERTY be managed by the use of the
following Storm Water Management Facilities which are identified as "Best Management Practices" or
"BMPs ":
An underground hydrodynamic separator,
Four bioretention basins
Four flow - through planter boxes,
An underground infiltration system
Three self - retaining landscape areas, and
The stenciling of inlets on the property, all as shown on the approved plans.
The precise location(s) and extent of the BMPs are indicated in the approved Water Quality Technical
Report and on the approved Grading Plans on file with CITY's Development Services Department as
G13 -0014. The manner and standards by which the BMPs must be repaired and maintained in order
to retain their effectiveness are as set forth in the Operation and Maintenance Plan (hereinafter "O &M
Received
Clty Clerk's Office
FJ Ot?pIN.G.REQUESTED BY:
11CUUITLLUUY1OF
FS
POWAY
CITY OF POWAY
21
AND WHEN RECORDED MAIL TO:
r
CITY CLERK
CITY OF POWAY
P O BOX 789
POWAY, CA 92074
7 -1
D O C # 2014-0516441
II I I II I IIII I I I If I I I I I I I I I II II III
NOV 25, 2014 4:02 PM
OFFICIAL RECORDS
SAN DIEGO COUNTY RECORDER'S OFFICE
Ernest J. Dronenburg, Jr., COUNTY RECORDER
FEES: 0.00
PAGES: 21
(THIS SPACE FOR RECORDER'S USE)
STORM WATER MANAGEMENT FACILITIES
MAINTENANCE AGREEMENT
Lowe's Home Improvement Warehouse
13742, 13750, and 13760 Poway Road
(G13 -0014)
The undersigned grantor(s) declares:
Documentary Transfer Tax is $ -0- pursuant to R & T Code 11922 (conveyance to a Government Agency)
This AGREEMENT for the maintenance and repair of certain Storm Water Management Facilities is
entered into between the Property Owner Lowe's Home Centers, LLC, a North Carolina limited liability
company, (hereinafter referred to collectively as "OWNER ") and the City of Poway (hereinafter
referred to as "CITY") for the benefit of the CITY, the OWNER, 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" hereto (hereinafter referred to as the "PROPERTY "), which
are being redeveloped in accordance with applications for Development Review 13 -009, Minor
Conditional Use Permit 10 -06, Variance 10 -02, and Grading Permit No. G13 -0014, 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 Poway'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 that storm water runoff from the PROPERTY be managed by the use of the
following Storm Water Management Facilities which are identified as "Best Management Practices" or
"BMPs ":
An underground hydrodynamic separator,
Four bioretention basins
Four flow - through planter boxes,
An underground infiltration system
Three self - retaining landscape areas, and
The stenciling of inlets on the property, all as shown on the approved plans.
The precise location(s) and extent of the BMPs are indicated in the approved Water Quality Technical
Report and on the approved Grading Plans on file with CITY's Development Services Department as
G13 -0014. The manner and standards by which the BMPs must be repaired and maintained in order
to retain their effectiveness are as set forth in the Operation and 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 against the OWNER and
the OWNER's successors in interest in the PROPERTY. It is 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 of the above development applications
and (b) the mutual covenants set forth herein, IT IS HEREBY AGREED AS FOLLOWS:
Maintenance of Storm Water Management Facilities. OWNER agrees, for itself and its
successors in interest, to all or any portion of the PROPERTY, to comply in all respects with
the requirements of the SUSMP Ordinance with regards to the maintenance of BMPs, 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 &M PLAN, 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 from CITY or any other agency.
OWNER further agrees that "MAINTENANCE ACTIVITIES" shall include replacement or
modification of the BMPs in the event of failure. 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 of the BMP, in the judgment of the City Engineer, indicates that the BMP in
use is inappropriate or inadequate to the circumstances, the BMP must be modified or
replaced 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 of the PROPERTY which is
served by the above BMPs, and also prior to transferring ownership of any such BMP, provide
clear written notice of the above described maintenance obligations to the transferee.
3. CITY's Right to Perform Maintenance. It is agreed that CITY shall have the right, but not the
obligation, to elect to perform any 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 case 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 will
perform any of the MAINTENANCE ACTIVITIES, and any election by CITY to perform 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 the
agent of the OWNER and said work shall be without warranty or representation by CITY as to
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
SWMFMA Lowe's Home Improvement Warehouse Page 2
the CITY's demand, then OWNER shall pay all of CITY's costs incurred in performing 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 Easement to CITY. OWNER hereby grants to CITY a perpetual easement over and
across all the PROPERTY, for purposes of accessing and inspecting the BMPs. OWNER
hereby grants to CITY a perpetual easement over, under and across all that portion of the
PROPERTY shown in Exhibit C, for purposes of performing any of the MAINTENANCE
ACTIVITIES specified in Paragraph 1 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 Poway
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, fines,
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 this Agreement and arising either directly or indirectly from
any act, error, omission or negligence of OWNER, OWNER's successors, or their contractors,
licensees, agents, servants or employees, including, without limitation, claims caused by the
concurrent negligent act, error or omission, whether active or passive, of CITY PARTIES.
OWNER shall have no obligation, however, to defend or indemnify CITY PARTIES from a
claim if it is determined by a court of competent jurisdiction that such claim was caused by the
sole negligence or willful misconduct of CITY PARTIES. Nothing in 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. Allocation of Costs. Following the sale or transfer of any of the individual lots by OWNER,
the cost of the MAINTENANCE ACTIVITIES required by this Agreement shall be divided
equally by all lot owners, and paid by each lot owner or his or her heirs, assigns and
successors in interest. This requirement shall be binding on all lot owners in the subdivision,
and each shall be responsible for his or her equal share of the cost associated with the
maintenance.
8. Agreement Binds Successors and Runs With the PROPERTY. It is understood and
agreed that the terms, covenants and conditions herein contained shall constitute covenants
running with the land and shall be binding upon the heirs, executors, administrators,
successors and assigns of OWNER and CITY, shall be deemed to be for the benefit of all
persons owning any interest in the PROPERTY (including the interest of CITY or its
SWMFMA Lowe's Home Improvement Warehouse Page 3
successors in the easement granted herein). It is the intent of the parties hereto that this
Agreement shall be recorded and shall be binding upon all persons purchasing or otherwise
acquiring all or any lot, unit or other portion of the PROPERTY, who shall be deemed to have
consented to and become bound by all the provisions hereof.
9. OWNER's Continuing Responsibilities Where Work Commenced or Permit Obtained.
Notwithstanding any other provision of this Agreement, no transfer or conveyance of the
PROPERTY or any portion thereof shall in any way relieve OWNER of or otherwise affect
OWNER's responsibilities for installation or maintenance of BMPs which may have arisen
under the ordinances or regulations of CITY referred to in this Agreement, or other federal,
state or CITY laws, on account of OWNER having obtained a permit which 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's successor(s) in Interest This Agreement may be
terminated and OWNER and the PROPERTY released from the covenants set forth herein, by
a release, which CITY may execute if it determines that another mechanism will assure the
ongoing maintenance of the BMPs or that it is no longer necessary to assure such
maintenance.
11. Governing Law and Severability. This Agreement shall be governed by the laws of the
State of California. Venue In any action related to this Agreement shall be in the Superior
Court of the State of California, County of San Diego. OWNER hereby waives any right to
remove any such action from San Diego County as is otherwise permitted by California Code
of Civil Procedure Section 394. In the event that any of the provisions of this Agreement are
held to be unenforceable or invalid by any court of competent jurisdiction, the validity, and
enforceability of the remaining provisions shall not be affected thereby.
IN WITNESS WHEREOF, the parties have executed this Agreement on the dates set forth
hereinafter.
OWNER: Lowe's Home Centers, LLC
By: Date: FE6 L 4. Zo '}
Its: c(Qu.Cf/VL{- REAL EsT*M dw M� tgen(r /_1
!k
CITY OF OWAY: I�,Y
/) Date: t7
Pl6loOrt J. Manic
Director of Development Services
APPROVED AS TO FORM:
Office of the City Attorney
Morg L. F ey, Atl 'ty rney
APPROVED AS TO CONTENT:
Engineering Division
,4,el
Steven Crosby, P.E
City Engineer
SWMFMA Lowe's Home Improvement Warehouse Page 4
STATE OF NORTH CAROLINA )
) ss
COUNTY OF WILKES )
�-h
This day of 2014, personally came before me
who be' g by me duly swom, says that he is
4pmkkkiJ IL -A of LOWE'S HOME CENTERS, LLC, and that said
instrument was signed on beltAlf of said corporation by its authority duly given, and he
acknowledged said instrument to be the free act and deed of said corporation.
Witness my hand and official seal this3q!�Uay of 2014.
My commission expires:
Public
Printed Name: I
[NOTARY SEAL]
NOTAF?y
MV
COMMISSION EXPIRES
2/17/2015
State of California
.A. ,; A...
County of JAy j1,6-4e }
On f?G if 5 Z 0 / before me, AVZ ti.s Jf/ /�.�/ �C-
Date I Here Insert Name and Ttle of the Officer
personally appeared
rA PHYLLIS SHINN
Commission R 1956215
Notary Public - California z
San Diego Co
y untty y '
Comm. Ex Tres Nov 9, 2015 r
who proved to me on the basis of satisfactory evidence to
be the personq� whose name05) is/a)2 subscribed to the
within instrument and acknowledged to me that
he /8;W executed the same in his/I er /tftr authorized
capacity(, and that by his/h)5r/tb& signature( on the
instrument the person(, 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.
WITNESS my hand d official seal.
Signature
Place Notary Seal Above Signature of No ary Public
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached
Title or Type of Document:
Document Date:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
Signers Name:
❑ Individual
❑ Corporate Officer— Title(s):
• Partner — ❑ Limited ❑ General
• Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer is Representing:
RIGHTTHUMBPRINT
OF SIGNER
Number of Pages: �(
Signer's Name:
❑ Individual
❑ Corporate Officer — Title(s):
❑ Partner — ❑ Limited ❑ General
❑ Attorney in Fact
[I Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
I
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CERTIFICATE OF ACCEPTANCE
(Storm Water Management
Facilities Maintenance Agreement)
G13 -0014
This is to certify that the interest in real property located in the City of Poway conveyed by the Grant of
Easement described in Item 4 of the attached document dated: 4)0.t%Qk115 , 0014 , from
Lowe's Home Centers, LLC, a North Carolina limited liability company to the City of Poway, 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.
Dated: ��G.t1Lal �J� CITY OF POWAY
Seal: By:
Shean, CIVIC
City Clerk
Wengserv\and Development Projects\2013 \G13 -0014 Lowes \Final Lowes SWFMA.docx
SWMFMA Lowe's Home Improvement Warehouse Page 5
EXHIBIT "A"
PARCEL A:
PARCELS I AND 2 OF PARCEL MAP NO. 12797, IN THE CITY OF POWAY,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF
THE COUNTY RECORDER OF SAN DIEGO COUNTY JULY 8, 1983 AS
INSTRUMENT NO. 83- 232650 OF OFFICIAL RECORDS.
':1
PARCEL 1 OF PARCEL MAP NO. 13608, IN THE CITY OF POWAY, COUNTY OF
SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY
RECORDER OF SAN DIEGO COUNTY DECEMBER 24, 1984 AS INSTRUMENT
NO. 84- 477942 OF OFFICIAL RECORDS.
EXHIBIT "B"
STORMWATER BMP OPERATION AND MAINTENANCE PLAN
FOR THE
LOWE'S HOME IMPROVEMENT WAREHOUSE IN POWAY, CALIFORNIA
Self- inspections and record - keeping requirements for all permanent stormwater quality Low Impact Development
(LID) Integrated Management Practices (IMPS) and Treatment Control Best Management Practices (BMPs) must
be met and Lowe's Home Centers, LLC. shall assume responsibility for all of the BMPs inspections, operations,
maintenance and record - keeping. Records of BMP Inspections and Maintenance are to be maintained for a
minimum period of five (5) years, and are to be made available to the City upon request. It is recommended that
those perforating the following stormwater BMP maintenance be trained and certified and confined space
procedures, and be familiar and experienced at maintaining the selected BMPs. It is anticipated that the annual
costs associated with inspecting and maintain the stormwater quality BMPs at the Lowe's in Poway, California will
be approximately $8,500 per year. The operations and maintenance requirements for the selected Stortnwater
Quality Control Measures at the Lowe's redevelopment in Poway, California are summarized below.
Stormwater Quality
Inspection /Maintenance Requirements
Schedule
Control Measure*
Storm Drain Stencil
Storm Drain Stencil or Placard installed on left side of all catch
Inspect annually
or Placard installed
basins with wording "Don't Dump — Drains to Ocean" or
immediately prior to
on all catch basins.
approved equivalent. Replace if stencil/ placard is unreadable.
October 1st of each year.
Bioretention
Inspect for eroded soils and built up trash and debris as part of
Inspect soils /remove litter
Facilities (i.e. 4
regular landscaping maintenance (monthly)
monthly Maintain
Bioretention Basins
vegetation semi - annually.
and 4 Flow- Through
Inspect /remove /replace damaged /dead vegetation, vegetative
Test soil pH annually
Planter Boxes)to be
cover damaged by erosion semi - annually. Inspect and remove
Maintain turf areas, soil
maintained in proper
built-up sediments and debris from in and around the inlet
pH, mulch, outlet
operational condition
structure (underdrain and overflow inlet).
structure, under- drain,
diseased vegetation, and
Test soil pH annually and regulate as- needed. Remove built -up
areas damaged by erosion
sediments (if sedimentation exceeds 3- inches), re -mulch voided
and /or sedimentation on
areas, treat vegetation, mow turf areas, repair erosion at inflow
an as- needed basis, inspect
points, repair damages to outflow structure, unclog under -drain
as part of routine
on an as- needed basis
landscaping maintenance.
Trash Storage Areas
Maintain trash compactor and trash enclosure area roof structure
Inspect for leaks annually
that protects against
and /or lids. Replace /repair damaged areas to prevent refuse
immediately prior to
stormwater entering
from coming into contact with rainfall or stormwater runoff.
October 1st
refuse bins.
Properly store and dispose of all trash and waste materials in
Inspect weekly for proper
accordance with Local, State and Federal laws.
trash storage and disposal.
Food Service
The future Owners /occupants of the Outparcels will need to
The inspection and
coordinate with the City to incorporate a grease interceptor and
maintenance schedule for
(to be determined by
floor sink into the final improvement plans for those areas (in
the grease interceptor and
future Owen upon
order to protect the sanitary sewer and for cleaning floor mats,
floor sink will be
the final development
containers & equipment respectively). The inspection and
determined by the future
of Outparcels)
maintenance requirements for the grease interceptor and floor
Owners /occupants of the
sink will be determined by the future Owners /occupants of the
Outparcels as part of their
Outparcels as pan of their foal development
final development.
Loading Dock to be
Lowe's loading and unloading areas (including the loading dock)
Inspect loading /unloading
maintained free of
are to be cleaned of debris weekly and swept as- needed (using
areas regularly. Clean site as
litter and debris.
only dry technics) to prevent accumulation of litter and debris.
required to maintain a litter
Litter, debris and any cleaning agents shall be trapped and
free site.
collected to prevent entry into storm drains stem.
Sheet 1 of 7
EXHIBIT "B"
Underground
Underground Infiltration Basin to be maintained in proper
Inspect quarterly for
Infiltration Basin to
operating condition following the manufacturer's specifications.
accumulated sediment.
be maintained in
proper operational
J Check quality of pazking lot surface.
Inspect annually for pipe
condition.
• Is there evidence of potholes or sinkholes?
symmetry and joint quality.
• Is there evidence of an unusual amount of surface silt built -
up?
Check for pipe symmetry (uniform curvanrreL
Systems should be cleaned
• Pipe structures deflected more than 7% from design shape
when inspection reveals
may require further investigation (i.e. inspection from a
professional that is trained and experienced in storm drain
that accumulated sediment
inspection).
or trash is clogging the
Check for pipe i_jint quality.
discharge orifice.
• Is there evidence of backfill material infiltrating into the pipe
structure?
Check for proper operation of outlet structure.
Accumulated sediment (in
• Is the outlet drainpipe clogged?
excess of 6- inches in
Silt Deposition
depth) and trash can
• If accumulated silt is interfering with the operation of the
typically
detention system (i.e. blocking outlet pipe or if silt deposition
through the manhole over
exceeds 6- inches in depth or has significantly reduced the
storage capacity of the system) it should be removed. This can
the outlet orifice.
be accomplished by the use of a "clam shell" device or vactor
truck.
Hydrodynamic
According to the manufacturer (KriStar), the most efficient way
Inspect twice per year and
Separator (F1oGardo
to service the Hydrodynamic Separator is by physically entering
after extreme storm events.
Model No. DVS -
the tank. To do so requires that the person be trained and
The cleaning and debris
36C) to be inspected
certified in confined space procedures.
removal maintenance
and maintained per
Maintain following the manufacturers instructions, below:
should be performed as
the manufacturers'
1. Lift the EZ -Lift tank manhole cover.
needed (as determined by
recommendations.
2. Then either:
accumulated sediments
a. Use an industrial vacuum with an extension to
measured during
remove collected floating debris and
inspection), but at a
hydrocarbons from surface, or;
minimum inspection and
b. Manually remove collected floating debris and
maintenance should occur
hydrocarbons from the surface.
twice per year.
3. Measure depth of sediment buildup at bottom of tank
through separator tube. Inspect tank and internal
components for damage and obstructions.
4. If necessary (i.e. when built -up sediments and debris
exceed 6- inches in depth):
a. Use an industrial vacuum with an extension to
remove sediment from the bottom of the tank
through separator tubes, or;
b. Disassemble and remove the separator module
from the tank through the manhole. Vacuum
sediment and debris from the bottom of tank.
Once the tank has been cleaned, the separator
Sheet 2 of 7
EXHIBIT "B"
*All of the stormwater quality control measures listed above should be inspected following a larger storm
event in addition to the aforementioned inspection frequencies.
Sheet 3 of 7
module should be reassembled inside the tank
and set in place on the installed anchor brackets.
5. The EZ -Lift manhole cover shall be replaced.
The collected debris, hydrocarbons and sediment shall be off-
loaded from the vacuum for disposal. Once removed, the
collected debris, hydrocarbons and sediments must be disposed
of in accordance with local, State and Federal agency
requirements.
Onsite Storm Drain
Catch basins and storm drain pipes to be kept clean and in
All inlets & diversions to
System to remain
proper operating condition.
be inspected & cleaned at
clean and clear of
Remove any sediment accumulation and buildup of trash and
least twice /year --
obstruction
debris. Repair damage to pipe. Inspect for depressions and
immediately prior to 10 -01
evidence of sinkholes outside pipe, near inlets and surrounding
and once in January. More
area.
cleanings may be required.
Building, Sidewalks,
Lowe's Building, Sidewalks Parking Lot and Driveways are to be
Inspect Building,
Parking Lot and
swept regularly (using dry technics) to prevent accumulation of
Sidewalks, Parking Lot and
driveways to be
litter and debris. Litter, debris and any cleaning agents will be
Driveways regularly. Clean
maintained free of
trapped and collected to prevent entry into storm drain system.
and sweep as needed to
litter and debris.
maintain a clean site
twice/ ear minimum
Self - Retaining Areas
Inspect for eroded soils and built up sediments, trash and debris
Inspect soils and vegetation
as part of regular landscaping maintenance (monthly)
and remove litter monthly
as part of routine
Remove built -up sediments (if sedimentation exceeds 2- inches),
landscaping maintenance.
re -mulch voided areas, treat vegetation, mow turf areas, repair
Test soil pH annually
erosion on an as- needed basis
Maintain vegetation,
mulch, diseased vegetation,
Test soil pH annually and regulate as- needed
and areas damaged by
erosion or sedimentation
as- needed.
*All of the stormwater quality control measures listed above should be inspected following a larger storm
event in addition to the aforementioned inspection frequencies.
Sheet 3 of 7
BMP LOCATION
MAP
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SHEET 4 OF 7
WEIR NX
STRUCTURE
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SEPARATOR $
UNDERGROUND
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1
v SHEET 5 OF 7
036.00' BOLTED & GASKETED
[%1 CAST IRON ACCESS COVER, STANDARD.
X
1 ALTERNATE COVERS & GRATED INLET OPTIONS
0 AVAILABLE. SEE NOTE 2.
INLET, OUTLET,
012.00' MAX. 012.00' MAX.
PIPE SIZE. PIPE SIZE.
SEE NOTE 1. SEE NOTE 1.
036.00' BOLTED & GASKETED
CAST IRON ACCESS COVER, STANDARD.
ALTERNATE COVERS & GRATED INLET '
OPTIONS AVAILABLE. SEE NOTE 2.
UPPER RISER
CONCRETE COLLAR AS REQUIRED.
REQUIRED,
BY OTHERS. 2.50' E30.00'I •j
SEE NOTE 2. MINIMUM
SEE NOTE 3.
MIDDLE RISER
WITH INTERNALS
INSTALLED. OUTLET.
INLET
INTERNAL
INTERNAL COMPONENTS.
COMPONENTS
INLET, OUTLET,
012.00' MAX. 012.00' MAX.
PIPE SIZE. PIPE SIZE.
SEE NOTE 1. SEE NOTES 1.
3.75' [45.00'1
SUMP
BASE.
6.00' MINIMUM
4.00' MINIMUM 03.00' [36.00']
WALL THICKNESS
03.67 [44.00'] —III
NOTES
1. STANDARD INLET /OUTLET PIPE CONFIGURATION TO ENTER & EXIT SEPARATOR AT 1801. CUSTOM ANGLED
CONFIGURATIONS AVAILABLE UPON REQUEST, SPECIFIC MAXIMUM ANGLES & PIPE SIZES APPLY.
CONTACT KRISTAR ENTERPRISES FOR ENGINEERING DETAILS.
2. BOLTED & GASKETED MANHOLE ACCESS COVER ELEVATION MAY BE ADJUSTED TO GRADE, FIELD POURED
CONCRETE COLLAR AS REQUIRED, BY OTHERS, INLET GRATES & ALTERNATE COVER OPTIONS AVAILABLE.
3. FOR DEPTHS LESS THAN THE MINIMUM SHOWN CONTACT KRISTAR ENTERPRISES FOR ENGINEERING DESIGN
ASSISTANCE.
4, CONCRETE COMPONENTS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM DESIGNATION C478,
5, REMOVABLE INTERNAL COMPONENTS MAY BE AVAILABLE TO FACILITATE MAINTENANCE.
CONTACT KRISTAR ENTERPRISES FOR DETAILS.
TITLE
i DUAL - VORTEX
KriStar Enterprises, Inc.
HYDRODYNAMIC SEPARATOR
360 Sutton Place, Santa Rosa, CA 95407
CIRCULAR STRUCTURE
Ph: 800.579.8819, Fax: 707.524.8186, w .knstar.00m
°RD
av
DVS -36C
DVS -36C
3
A
0103 JPR 4/10/12
JPR 4/25/11
SHEET 1 OF 1
FLOGARD DVS UNIT WITHIN PARCEL F
SCALE NTS
CLEANOUT TO BE INSTALLED
AT ALL BENDS AND ENDS
6" INLET PER POWAY STD PS -13
CURB RIM PER
GRADING PLAN BOTTOM OF
3 POND
/ v
4 4,
n no
2' MIN 1
BOTTOM OF
BIO -CELL
COMPACT TO SPECS -
UNDER SD INLET ONLY
DO NOT COMPACT UNDER
VARIES AMENDED SOIL
AREA ON PLANS
SHEET 6 OF 7
VARIES
TOP SOIL
PER SPECS
CH
18" AMENDED SOIL
12" GRAVEL
2' MIN
CONSTRUCTION NOTES
1O AMMEND SOIL TO HAVE A PH BETWEEN 5.5 TO 6.5., ORGANIC CONTENT BETWEEN 1.5% TO 3%, SAND
CONTENT BETWEEN 45% TO 60%, AND CLAY CONTENT LOWER THAN 12 %.
CONTRACTOR SHALL SUBMIT SOIL TESTS RESULTS TO ENGINEER, ONE TEST PER BIO -CELL. TEST SHALL
INCLUDE THE FOLLOWING:
1) GRANULOMETRIC ANALYSIS (SAND, SILT & CLAY) PER WEIGHT (SAND BETWEEN 45 -60 %;
CLAY LESS THAN 12 %)
2) PH (5.5 TO 6.5)
3) PERCENTAGE OR ORGANIC MATTER IN THE SOIL (1.5% TO 3 %)
4) DETERMINATION OF SOLUBLE SALT CONTENT (LESS THAN 500 PPM)
5) SATURATED HYDRAULIC CONDUCTIVITY TEST (HIGHER THAN 0.5 IN /HR)
OMULCH PER LANDSCAPE PLANS & SPECIFICATIONS.
NOTE: "CONTRACTOR SHALL NOT ADD TOP SOIL TO BIO -CELL AREAS."
OPEA GRAVEL SIZE FROM 1/2" TO 1" IN DIAMETER.
OIMPERMEABLE LINER BTL-40 TYP OR APPROVED EQUIVALENT, PLACED VERTICALLY, EXTENDING
AT LEAST 2' BELOW SAND - GRAVEL INTERFACE.
OINSTALL 6" PVC PERFORATED PIPE.
OIMPERMEABLE LINER BTL-40 TYP OR APPROVED EQUIVALENT BELOW SAND - GRAVEL INTERFACE.
AT BOTTOM OF FACILITY FOR BMP #'S 1, 5, 6, & 7 ONLY.
PARCEL #
BMP
A,BOT.
ATOP
BOT. EL.
ft
TOP EL.
ft
ft2
ft2
PARCEL E
1
2212
3367
517.62
518.62
PARCEL G
2
1563
2775
516.42
518.42
PARCEL H
3
2842
4478
514.60
515.60
PARCELI
4
2919
4423
513.58
514.58
PARCEL D
5
2222
4416
517.65
518.65
PARCEL C
6
174
413
518.66
519.66
PARCEL B
7
186
388
518.68
519.68
PARCEL A
8
2038
3397
513.25
514.25
B10-RETENTION E62UDM
SCALE:NTS
NOTE: DETAIL IS PERPENDICULAR
TO FRENCH DRAIN AND
LANDSCAPE CONTOUR LINES
NOTE: BMP # 1, 5, 6 & 7 ARE INSTALLED WITH AN IMPERMEABLE LINER ALONG THE BOTTOM PER NOTE 6.
SURFACE SHEET 7 OF 7
PAVEMENT ELEVATION
P
519.00
- OP OF PIPE
\
v I _ 514.23
(O
NON -WOVEN
GEOTEXTILE
5 6" 24" 6" 24" 6" 24" 6" 24" 6" 24" 6" F�
CD
13'
BOTTOM OF SYSTEM 511.73 OPTIONAL NON -WOVEN
KEY 0 GEOTEXTILE TO PREVENT BOTTOM OF
1. CONCRETE PAVEMENT (6.5" MIN.) SOIL MIGRATION PIPE 512.23
2. GRANULAR ROAD BASE (4" MIN.)
3. ANY SUITABLE NATIVE OR GENERAL BACKFILL (12" MIN.)
4. WELL GRADED GRANULAR FILL. AASHTO M145 Al, A2, OR Al
COMPACT TO MIN. 90% STANDARD DENSITY PER AASHTO T99.
MAY INCLUDE ROAD BASE. (2.4 t VARIES)
5. FREE DRAINING ANGULAR WASHED STONE 3/4" - 2" PARTICLE SIZE.
INSTALL TO MIN. 95% STANDARD DENSITY PER AASHTO T99. (3' MIN.) R
UNDERGROUND INFILTRATION BASIN
SCALE: NTS Wb VAR.
1.625' to 2.5'
POWAY o SEE PLAN
RD. 2 /o —I
,3
D VAR.
MAX 3' to 4.75'
SEE PLAN j
A 4A
ELEVATION
A
+/- 514.23'
FROM 1'
+/- 513.74'
FRUCK 12
+/-513.71
WELL WEIR
+/-513.74
1'
fj" D
fie,
INFILTRATION
SELF RETAINING AREA
(SRA ALONG POWAY RD.)
J 4' I SCALE:NTS
— OUT
-c 1'
A
FROM
TRUCK 12 "— OUT
WELL
B C
D_ /SECTIOI4
/ AA
SRA A: Wb = 1.625' D= 4.75"
SRA D: Wb = 2.5' D= 3"
SRA G: Wb = 2.5' D= 3"
Wt = TOP WIDTH
Wb = BOTTOM WIDTH
D = DEPTH
} "DIA. CONTINUOUS
�p STEEL BAR
" DIA. STEEL DOWELS c)
@ 1' O.C. MIN. LENGTH 6" —F
WEIR STRUCTURE SDRSD D -09 INVERTS
SCALE: NTS
ELEVATION
A
+/- 514.23'
B
+/- 513.74'
C
+/-513.71
D
+/-513.74
SELF RETAINING AREA
(SRA ALONG POWAY RD.)
J 4' I SCALE:NTS
— OUT
-c 1'
A
FROM
TRUCK 12 "— OUT
WELL
B C
D_ /SECTIOI4
/ AA
SRA A: Wb = 1.625' D= 4.75"
SRA D: Wb = 2.5' D= 3"
SRA G: Wb = 2.5' D= 3"
Wt = TOP WIDTH
Wb = BOTTOM WIDTH
D = DEPTH
} "DIA. CONTINUOUS
�p STEEL BAR
" DIA. STEEL DOWELS c)
@ 1' O.C. MIN. LENGTH 6" —F
WEIR STRUCTURE SDRSD D -09 INVERTS
SCALE: NTS
EXHIBIT "C"
ALL THOSE PORTION OF PARCELS 1 AND 2 OF PARCEL MAP NO. 12797,
FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY
JULY 8, 1983 AS INSTRUMENT NO. 83- 232650 OF OFFICIAL RECORDS, AND
PARCEL I OF PARCEL MAP NO. 13608, FILED IN THE OFFICE OF THE COUNTY
RECORDER OF SAN DIEGO COUNTY DECEMBER 24, 1984 AS INSTRUMENT
NO. 84- 477942 OF OFFICIAL RECORDS, BOTH MAPS BEING IN THE CITY OF
POWAY, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
PARCEL A
BEGINNING AT THE SOUTHWEST CORNER OF PARCEL 1 OF SAID PARCEL
MAP 12797, SAID POINT LYING ON THE NORTHERLY 50.00 FOOT RIGHT -OF-
WAY OF POWAY ROAD; THENCE LEAVING SAID RIGHT -OF -WAY
NORTHERLY ALONG THE WESTERLY BOUNDARY OF SAID PARCEL 1 OF
SAID PARCEL MAP 12797, NORTH 04 °55'47" EAST (NORTH 04-55'18" EAST PER
PM 12797) A DISTANCE OF 42.00 FEET; THENCE LEAVING SAID WESTERLY
BOUNDARY, SOUTH 85-04'13" EAST A DISTANCE OF 12.00 FEET; THENCE
SOUTH 40 034'54" EAST A DISTANCE OF 28.00 FEET; THENCE SOUTH 88 °42' 18"
EAST A DISTANCE OF 108.00 FEET; THENCE NORTH 50 °47'47" EAST A
DISTANCE OF 38.00 FEET; THENCE SOUTH 8842'18" EAST A DISTANCE OF
19.00 FEET; THENCE SOUTH 01 °17'58" WEST A DISTANCE OF 25.00 FEET;
THENCE NORTH 88 °42'02" WEST A DISTANCE OF 3.12 FEET; THENCE SOUTH
46 017'58" WEST A DISTANCE OF 28.28 FEET TO THE SOUTHERLY BOUNDARY
OF SAID PARCEL 1 OF SAID PARCEL MAP NO. 12797 AND THE NORTHERLY
50.00 FOOT RIGHT -OF -WAY OF POWAY ROAD; THENCE WESTERLY ALONG
SAID RIGHT -OF -WAY NORTH 88 °42'02" WEST (NORTH 88 °42'38" WEST A
DISTANCE OF 166.10 FEET TO THE POINT OF BEGINNING.
PARCEL B
COMMENCING AT THE NORTHWEST CORNER OF PARCEL 1 OF SAID
PARCEL MAP 12797; THENCE SOUTHERLY ALONG THE WESTERLY
BOUNDARY OF SAID PARCEL 1 OF SAID PARCEL MAP 12797, SOUTH
04 °55'47" WEST (NORTH 04-55-18" EAST PER PM 12797) A DISTANCE OF 244.94
FEET; THENCE LEAVING SAID WESTERLY BOUNDARY, SOUTH 85 °04'13"
EAST A DISTANCE OF 8.50 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING SOUTH 85004'13" EAST A DISTANCE OF 20.00 FEET;
THENCE SOUTH 04 055'47" WEST A DISTANCE OF 24.00 FEET; THENCE NORTH
85 004'13" WEST A DISTANCE OF 20.00 FEET; THENCE NORTH 04 °55'47" EAST
A DISTANCE OF 24.00 FEET; THENCE TO THE TRUE POINT OF BEGINNING.
SHEET 1 of 6
PARCEL C
COMMENCING AT THE NORTHWEST CORNER OF PARCEL I OF SAID
PARCEL MAP 12797; THENCE SOUTHERLY ALONG THE WESTERLY
BOUNDARY OF SAID PARCEL 1 OF SAID PARCEL MAP 12797, SOUTH
04 °55'47" WEST (NORTH 04 °55'18" EAST PER PM12797) A DISTANCE OF 67.45
FEET; THENCE LEAVING SAID WESTERLY BOUNDARY, SOUTH 85 °04'13"
EAST A DISTANCE OF 8.50 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING SOUTH 85004'13" EAST A DISTANCE OF 20.00 FEET;
THENCE SOUTH 04 055'47" WEST A DISTANCE OF 26.00 FEET; THENCE NORTH
85004'13" WEST A DISTANCE OF 20.00 FEET; THENCE NORTH 04 °55'47" EAST
A DISTANCE OF 26.00 FEET; THENCE TO THE TRUE POINT OF BEGINNING.
PARCEL D
COMMENCING AT THE MOST WESTERLY CORNER OF PARCEL 1 OF SAID
PARCEL MAP 13608; THENCE NORTHERLY ALONG THE WESTERLY
BOUNDARY OF SAID PARCEL 1 OF SAID PARCEL MAP 13608, NORTH
04 °56'42" EAST (NORTH 04 °55'22" EAST PER PM 13608) A DISTANCE OF 25.28
FEET; THENCE LEAVING SAID WESTERLY BOUNDARY, SOUTH 85 °03'12"
EAST A DISTANCE OF 1.23 FEET TO THE TRUE POINT OF BEGINNING;
THENCE NORTH 04 055'47" EAST A DISTANCE OF 42.00 FEET; THENCE SOUTH
88 °27'40" EAST A DISTANCE OF 117.00 FEET; THENCE SOUTH 85004'13" EAST
A DISTANCE OF 175.38 FEET; THENCE SOUTH 04 °55'47" WEST A DISTANCE
OF 18.00 FEET; THENCE NORTH 85 008'30" WEST A DISTANCE OF 240.21 FEET;
THENCE SOUTH 68 038'42" WEST A DISTANCE OF 28.00 FEET; THENCE SOUTH
39 °28'16" WEST A DISTANCE OF 28.00 FEET; THENCE NORTH 61 016'15" WEST
A DISTANCE OF 12.00 FEET TO THE TRUE POINT OF BEGINNING.
PARCEL E
COMMENCING AT THE SOUTHEAST CORNER OF PARCEL 1 OF SAID
PARCEL MAP 13608 AND THE NORTHERLY 50.00 FOOT RIGHT -OF -WAY OF
POWAY ROAD; THENCE NORTHERLY ALONG THE EASTERLY BOUNDARY
OF SAID PARCEL I OF SAID PARCEL MAP 13608, NORTH 04 °16'32" EAST
(NORTH 04 °16'06" EAST PER PM 13608) A DISTANCE OF 618.71 FEET; THENCE
LEAVING SAID EASTERLY BOUNDARY NORTH 85004'13" WEST A DISTANCE
OF 5.20 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING
NORTH 85004'13" WEST A DISTANCE OF 38.00 FEET; THENCE NORTH
04 055'47" EAST A DISTANCE OF 60.00 FEET; THENCE NORTH 13 °18'10" WEST
A DISTANCE OF 23.00 FEET; THENCE NORTH 37 014'25" WEST A DISTANCE OF
23.00 FEET; THENCE NORTH 60'23'16" WEST A DISTANCE OF 25.00 FEET;
THENCE NORTH 14 010'44" EAST A DISTANCE OF 12.00 FEET; THENCE SOUTH
85004'13" EAST A DISTANCE OF 23.00 FEET; THENCE SOUTH 42 045'46" EAST A
SHEET 2 of 6
DISTANCE OF 79.00 FEET; THENCE SOUTH 04 °55'47" WEST A DISTANCE OF
68.00 FEET TO THE TRUE POINT OF BEGINNING.
PARCEL F
COMMENCING AT THE SOUTHEAST CORNER OF PARCEL 1 OF SAID
PARCEL MAP 13608 AND THE NORTHERLY 50.00 FOOT RIGHT -OF -WAY OF
POWAY ROAD; THENCE NORTHERLY ALONG THE EASTERLY BOUNDARY
OF SAID PARCEL 1 OF SAID PARCEL MAP 13608, NORTH 04 °16'32" EAST
(NORTH 04 °16'06" EAST PER PM 13608) A DISTANCE OF 618.71 FEET; THENCE
LEAVING SAID EASTERLY BOUNDARY NORTH 85 004'13" WEST A DISTANCE
OF 5.20 FEET; THENCE CONTINUING NORTH 85004'13" WEST A DISTANCE OF
38.00 FEET; THENCE NORTH 60 °41'04" WEST A DISTANCE OF 55.14 FEET TO
THE TRUE POINT OF BEGINNING; THENCE NORTH 88 °13'47" WEST A
DISTANCE OF 20.00 FEET; THENCE NORTH 01033'17" EAST A DISTANCE OF
56.00 FEET; THENCE SOUTH 88 °13'47" EAST A DISTANCE OF 20.00 FEET;
THENCE SOUTH 01 033'17" WEST A DISTANCE OF 56.00 FEET TO THE TRUE
POINT OF BEGINNING.
PARCEL G
COMMENCING AT THE SOUTHEAST CORNER OF PARCEL 1 OF SAID
PARCEL MAP 13608 AND THE NORTHERLY 50.00 FOOT RIGHT -OF -WAY OF
POWAY ROAD; THENCE NORTHERLY ALONG THE EASTERLY BOUNDARY
OF SAID PARCEL 1 OF SAID PARCEL MAP 13608, NORTH 04 °16'32" EAST
(NORTH 04 °16'06" EAST PER PM 13608) A DISTANCE OF 425.12 FEET; THENCE
LEAVING SAID EASTERLY BOUNDARY NORTH 85 004'13" WEST A DISTANCE
OF 7.41 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING
NORTH 85004'13" WEST A DISTANCE OF 34.00 FEET; THENCE NORTH
04 055'47" EAST A DISTANCE OF 104.00 FEET; THENCE SOUTH 85'04'13" EAST
A DISTANCE OF 34.00 FEET; THENCE SOUTH 04 °55'47" WEST A DISTANCE OF
104.00 FEET TO THE TRUE POINT OF BEGINNING.
PARCEL H
BEGINNING AT THE SOUTHEAST CORNER OF PARCEL 1 OF SAID PARCEL
MAP 13608, ALSO BEING THE SOUTHEAST CORNER OF PARCEL 3 OF SAID
PARCEL MAP 12797 AND THE NORTHERLY 50.00 FOOT RIGHT -OF -WAY OF
POWAY ROAD; THENCE WESTERLY ALONG SAID RIGHT -OF -WAY NORTH
88 °42'02" WEST (NORTH 88 °42'38" WEST PER PM 12797) A DISTANCE OF
172.98 FEET THENCE LEAVING SAID RIGHT -OF -WAY NORTH 66 011'32" WEST
A DISTANCE OF 15.68 FEET; THENCE NORTH 88 °42'02" WEST A DISTANCE OF
4.64 FEET; THENCE NORTH 36 °43'47" WEST A DISTANCE OF 14.00 FEET;
THENCE NORTH 01017'58" EAST A DISTANCE OF 44.00 FEET; THENCE SOUTH
88 042'02" EAST A DISTANCE OF 26.00 FEET; THENCE SOUTH 01'17'58" WEST
SHEET 3 of 6
A DISTANCE OF 28.00 FEET; THENCE SOUTH 46 °29'31" EAST A DISTANCE OF
15.00 FEET; THENCE SOUTH 88 °42'02" EAST A DISTANCE OF 105.00 FEET;
THENCE NORTH 45 014'06" EAST A DISTANCE OF 24.00 FEET; THENCE SOUTH
85 043'28" EAST A DISTANCE OF 44.00 FEET TO A POINT ON THE EASTERLY
BOUNDARY OF SAID PARCEL 1; THENCE SOUTHERLY ALONG THE
EASTERLY BOUNDARY OF SAID PARCEL 1 SOUTH 04 016'32" WEST (NORTH
04 016'06" EAST PER PM 13608) A DISTANCE OF 38.00 FEET TO THE POINT OF
BEGINNING.
PARCELI
COMMENCING AT THE SOUTHEAST CORNER OF PARCEL 1 OF SAID
PARCEL MAP 13608, ALSO BEING THE SOUTHEAST CORNER OF PARCEL 3 OF
SAID PARCEL MAP 12797 AND THE NORTHERLY 50.00 FOOT RIGHT -OF -WAY
OF POWAY ROAD; THENCE WESTERLY ALONG SAID RIGHT -OF -WAY NORTH
88 042'02" WEST (NORTH 88 °42'38" WEST PER PM 12797) A DISTANCE OF
275.47 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING
WESTERLY ALONG SAID RIGHT -OF -WAY NORTH 88 042'02" WEST A
DISTANCE OF 122.18 FEET; THENCE LEAVING SAID RIGHT -OF -WAY NORTH
43 052'44" WEST A DISTANCE OF 28.37 FEET; THENCE NORTH 01°17'58" EAST
A DISTANCE OF 12.00 FEET; THENCE SOUTH 88 °42'02" EAST A DISTANCE OF
146.00 FEET; THENCE NORTH 01°17'58" EAST A DISTANCE OF 18.00 FEET;
THENCE SOUTH 88042'18" EAST A DISTANCE OF 27.00 FEET; THENCE SOUTH
01017'58" WEST A DISTANCE OF 32.00 FEET; THENCE SOUTH 42 °41'50" WEST
A DISTANCE OF 16.00 FEET; THENCE NORTH 88 °42'02" WEST A DISTANCE OF
5.63 FEET; THENCE SOUTH 68 °47'58" WEST A DISTANCE OF 15.68 FEET TO
THE TRUE POINT OF BEGINNING.
SHEET 4 of 6
EXHIBIT "C"
P.O.C. PARCELS B & C RYP EASEMENT
P.O. C. PARCEL O
T.P 08 PARCEL 0 SEE Of-TAIL A' BELOW
[21 22 PARCEL 2
Z 2 — — — —
SHEET 5 OF 6
PARCEL E
LJ�
L20 L25 'j0 W 240.21 ' L24 L L i4
L26_ — PARCEL D L66
h L27
AV4 5642 E" 25.28' PARCEL F
a IN" L 15 (ND4 55 22 E PER a"J648) I
L 16 T.P 0..B. PARCEL C
L64
PARCEL C I T.P.O8.. PARCEL F�
I L 18 I L21 I T.P.OS.. PARCEL E
h hl c 19 Leo
V. 0. PARCEL MAP 13608
a
N04 56 42 E PARCEL O
L 10 25.28' TP. 08 I PARCEL B
L 11 DETAIL PARCEL
114 NOT TO SCALE
c 12 e l I PARCEL 0
I c 1J
.0e !
P I - -
I TP O B PARCPARE B PQ` I
I N e
I LEGEND I SCALE- 1' =100' I NOTE
ZZ
I B EGAL DESCRIBED I I FOR DIMENSIONS
I P. O B PO /NT OF BEG INNING Glv�
10.00. PO /NT OF COMMENCEMENT
I TP.09. TRUE PO /NT OF BEGINNING I QP
PARCEL H
I L2 PARCEL A PARCEL / L 48
LJ LS 6 I L57� ,
sn 147
W L49 L515�
VG TJ O Ill.
M9B 42 02lY 670.90' T.P.O.B. PARCEL / o
(AL�+B 42 38 ;f 670.91 ' PER P#12797)
P.O.B. PARCEL A W
FI POWAY ROAD P.O.B. PARCEL H-
P O.C. PARCELS E, F, 0 & /
I
�I
�I
0
I^
�I
I
I__
EXHIBIT "C„
BMP EASEMENT
L PC TABLE
L IAE TA6- E
------------------------------
AV.
L5CARIAC
LEW&
------------------------------
AV.
BEARIAC
LEACTH
---------
L 1
- - - - --
AC4 55 47 E
42.00'
L34
N14 *10'44'f-
12.00'
(AV4 °55'18 E PER Pl12797)
L35
585 04 '13 E
23 00'
L2
585 004 'U "f
12.00 '
L36
5424546 E
79.00 '
L3
540 J4 54 E
28.00'
L37
504'55'47"ff
68.00'
L 4
588 °42 '18 E
108. 00 "
L38
N85 04 '13';f
7,41'
L5
N50 4747 E
38. 00 "
L39
N85 04 '13 %Y
34.00 '
L6
588 42'18 E"
19.00'
L40
AC4 55477-
104.00'
L7
501 07758?Y
25.00 "
L41
585 04 "13 '-
34.00'
LB
N88 42 "02 %Y
J. 12'
L 42
504 '5547",f
104.00'
L9
S46 °77 58'f
28.28'
L 43
A666 °ll J2 of
15.68'
L 10
585 04 "13 E
8.50'
L44
N88 042'02 %Y
4.64'
L ll
585 004 '13 E
20.00'
L45
NJ6 4J "47 °W
14. 00 '
L 12
504'5547 Ir
24.00 '
L46
Abl °77 58 E
44. 00 '
L 13
N85 °04 '13 of
20.00'
L47
588 42 02 E
26.00 "
L14
A104 55 "47 E
24. 00 '
L48
501 017'58"9
28.00 '
L 15
585 04 '19"F
8,50'
L49
546 29 J7 "-
15.00 '
L 16
595 004 '13 E
20.00'
L50
588 42 02 E
105,00'
L 17
504'55470Y
26.00'
L51
N45 *141067 -
24.00'
L 19
Aff 04'13 %Y
20.00'
L52
585 43 28 E
44.00'
L 19
AC4 55 47 E
26.00 '
L53
504 016'92",f
98.00'
L20
585 09'18 E"
1.23'
(AC4 016 05 E PER I N1J608)
L21
AC4 55 '47"f
42.00 '
L54
M3 52 "44 %Y
28.37'
L22
588 27'40 E
117.00'
L55
AV °17 58 E
12.00'
L2J
SB5 04 '13 E
175.38'
L56
588 42 02 E
146. 00 '
L24
504 '5547"Y
18,00'
L57
NOl 017'58"f-
18.00'
L25
568 J8'42 %Y
28.00'
L58
588 42'18 E
27.00'
L26
539 28'16 %Y
28,00'
L59
501 017'58 %Y
32.00 '
L27
N61 °16 ">5 %Y
12,00'
L60
542'41 50lY
16. 00 '
L28
N95 04 '137Y
5,20'
L61
NBB 42 02 lY
5.63'
L29
N95 04 "13?Y
38.00 "
L62
56847'58"#'
15.68'
L30
AC4 '5547"f-
60. 00 "
L63
A60 41 04 %Y
55.14'
L31
N13 °18 "107Y
23.00"
L64
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