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Storm Water Facilities Maintenance Agreement 2022-0113174RECORDING REQUESTED BY: CITY OF POWAY AND WHEN RECORDED MAIL TO: CITY CLERK CITY OF POWAY P 0 BOX 789 POWAY, CA 92074 DOC# 2022-0113174 II II IIII III I IIII IIII IIII 111111 IIII IIIII I II I I I III 1 IIII III Mar 14, 2022 02:56 PM OFFICIAL RECORDS Ernest J. Dronenburg, Jr., SAN DIEGO COUNTY RECORDER FEES: $0.00 (SB2 Atkins: $0.00) PAGES: 41 (THIS SPACE FOR RECORDER'S USE) APN: 277-070-34, 277-080-22, 277-080-27, 277-240-01 Thru 18, 277-241-01 Thru 17 STORM WATER FACILITIES MAINTENANCE AGREEMENT Hidden Valley Ranch (G15-0011) 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 Facilities is entered into between the Property Owner(s) HVR Poway L.P., (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 is a subdivision consisting of individual residential Tots, in accordance with applications for Tentative Tract Map TTM17-005 and Grading Permit Number G15-0011, which are on file with the CITY. This Agreement is required as a condition of approval for such development. WHEREAS, this AGREEMENT terminates, rescinds and fully supersedes that certain Storm Water Facilities Maintenance Agreement dated November 14, 2008, recorded on November 21, 2008 with the San Diego County Recorder's Office as Document No. 2008-0603471; and WHEREAS, in accordance with the City of Poway's Stormwater Management and Discharge Control Ordinance, Poway Municipal Code, Chapters 13 and 16 (the "Stormwater 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 Facilities which are identified as "Best Management Practices" or "BMPs": • Biofiltration Basin 1 located on Lot 8 at the end of Hidden Valley Ranch Road • Biofiltration Basin 2 located on the west side of South Valley Ranch Road, approximately 200 feet south of Hidden Valley Ranch Road • Biofiltration Basin 3 located on the west side of Hidden Valley Ranch Road, approximately 275' west of South Valley Ranch Road • Biofiltration Basin 4 located on the northeast side of the turn -around located on Las Luces Del Cielo • Detention Basin 1 located on the east side of South Valley Ranch Road, approximately 200 feet south of Hidden Valley Ranch Road The precise location(s) and extent of the BMPs are indicated on the approved grading plans on file with CITY's Development Services Department as G15-0011. The manner and standards by which the BMPs must be repaired and maintained in order to retain their effectiveness and the approximate location of the BMPs are as set forth in the Operation and Maintenance Plan (hereinafter "O&M PLAN"), which is attached hereto and incorporated herein as Exhibit "B". Because additional impervious area may require the addition of or alteration of storm water facilities and strategies, no impervious area may be added to the project site without prior approval from the City Engineer. Additional impervious area includes, but is not limited to, patio covers, hardscape improvements, and building additions. 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: 1. Incorporation of Recitals. The recitals set forth above are incorporated herein by this reference and constitute a part of this AGREEMENT 2. Maintenance of Storm Water 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 Stormwater 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. 3. 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 SWFMA (G15-0011) Page 2 clear written notice of the above described maintenance obligations to the transferee. 4. CITY's Right to Perform Maintenance. It is agreed that CITY shall have the right, but riot 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 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. 5. Grant of Easement to CITY. OWNER hereby grants to CITY a perpetual easement over, under and across those portions of PROPERTY described and shown in Exhibits "C", "D", "E", and "F", for purposes of accessing the BMPs, inspecting the BMPs, and performing any of the MAINTENANCE ACTIVITIES specified in Paragraph 1 above. CITY shall have the right, at any time and upon reasonable 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. 6. 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 7. 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 (specifically including but not limited to OWNER's alleged noncompliance with the Stormwater Ordinance), 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 SWFMA (G15-0011) Page 3 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. 8. Allocation of Costs. Following the sale or transfer of any individual residential 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. 9. 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 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. 10. 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. 11. 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. 12. 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. 13. Attorney's Fees. The prevailing party in any action or proceeding to enforce or interpret the terms of this Agreement shall be entitled to recover all of its reasonable litigation expenses, including its expert fees, attorneys' fees, courts costs, arbitration costs, and any other fees. IN WITNESS WHEREOF, the parties have executed this Agreement on the dates set forth hereinafter. SWFMA (G15-0011) Page 4 OWNER: H\/R Poway, L.P., /\California [jDlit8d Partnership, [}VVOe[ By: Poway Ranch GP. |nc,/\California Corporation, Its General Partner `� Barbara J.M"�n6.President CITY OF,"OWAY: Rebe\ J.K8onis DirecorofDevelopment Services APPROVED AS TO FORM: Office of the City Attorney AJanFanstannacher City Attorney =~ Date��� / . (signature must be notarized) 3 (signature must be notarized) APPROVED A8TO CONTENT: Engineering Div,',',Pn AMr � Me,dvR CitvEnoi Attachments 1. Certificate ofAcceptance 2. ExhibitA—LeQa|DaoohotionofPnoporty 3. Exhibit B—Operation and Maintenance Plan 4. ExhibitC—AocaeaEaearnentLega|DamoripUon 5. ExhibitO—AooeooEoaannentP|at 8. Exhibit E—Maintenance Easement Legal Description 7. Exhibit F—Maintenance Easement Plat GVVFK0AK315-OO11\ P.E. CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of San Diego On March 14, 2022 Date before me, ) Yvonne Mannion, Notary Public Here Insert Name and Title of the Officer personally appeared Barbara J. Malone Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. YVONNE MANNION Notary Public • California San Diego County Commission # 2363699 My Comm. Expires Jul 1, 2025 Place Notary Seal Above WITNESS my hand and official seal. Signature OPTIONAL t� ✓l :cam , [„Act c v J Signature of Notary Public Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Storm Water Facilities Maintenance Agreement G15-0011 Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — 0 Limited 0 General 0 Individual ❑ Attorney in Fact 0 Trustee ❑ Guardian or Conservator 0 Other: ❑ Corporate Officer — Title(s): 0 Partner — ❑ Limited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator 0 Other: Signer Is Representing: Signer Is Representing: ©2016 National Notary Association • www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of San Diego On March 8, 2022 Date ) before me, Yvonne Mannion, Notary Public Here Insert Name and Title of the Officer personally appeared Robert J. Manis Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. -'^ .W. ® A _a 4k s -4". JO ..0. w .w. YVONNE MANNION Notary Public . California Z San Diego County Commission # 2363699 y Comm. Expires Jul 1, 2025 Place Notary Seal Above WITNESS my hand and official seal. OPTIONAL Signature of Notary Public Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Storm Water Facilities Maintenance Agreement G15-0011 Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: ©2016 National Notary Association • www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 CERTIFICATE OF ACCEPTANCE (Storm Water Facilities Maintenance Agreement) 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 5 of the attached document dated A ),3 / 2 , from HVR Poway L.P., 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. 17-007 adopted on April 18, 2017. Dated: Seal: SWFMA (G15-0011) CITY OF POWAY obert J. Manis epartment of Development S►iices Page 1 of 2 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 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 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 87°44'53" EAST 2748.66 FEET TO THE EAST QUARTER CORNER OF SAID SECTION 19, ALSO BEING THE WEST QUARTER CORNER OF SAID SECTION 20; THENCE ALONG THE NORTH LINE OF THE SAID SOUTH HALF OF SECTION 20, NORTH 89°54'06" EAST 4131.16 FEET TO THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 20; THENCE ALONG THE EAST LINE OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, SOUTH 01°32'48" WEST 1339.66 FEET TO THE SOUTHEAST CORNER OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20; THENCE ALONG THE NORTH LINE OF SOUTHWEST QUARTER OF SAID SOUTHEAST QUARTER OF SECTION 20, NORTH 88°48'48" WEST 697.47 FEET TO THE NORTHEAST CORNER OF THE WEST HALF OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20; THENCE ALONG THE EAST LINE OF SAID WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, SOUTH 01°51'26" WEST 1324.31 FEET TO THE SOUTHEAST CORNER OF SAID WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20; THENCE ALONG THE SOUTH LINE OF SAID WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, NORTH 87°32'52" WEST 704.73 FEET TO THE SOUTH QUARTER CORNER OF SAID SECTION 20; THENCE ALONG THE SOUTH LINE OF SAID SECTION 20, NORTH 87°34'00" WEST 2818.98 FEET TO THE SOUTHWEST CORNER OF SAID SECTION 20, ALSO BEING THE SOUTHEAST CORNER OF SAID SECTION 19; THENCE ALONG THE SOUTHERLY LINE OF SAID SECTION 19, SOUTH 82°59'46" WEST 2791.20 FEET TO THE SOUTH QUARTER CORNER OF SAID SECTION 19; THENCE CONTINUING ALONG SAID SOUTHERLY LINE, NORTH 89°49'50" WEST 1307.66 FEET TO THE SOUTHWEST CORNER OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SAID SECTION 19; THENCE ALONG THE WESTERLY LINE OF SAID EAST HALF OF THE SOUTHWEST QUARTER OF SAID SECTION 19, NORTH 03°21'48" EAST 27.62 FEET; THENCE LEAVING SAID WESTERLY LINE, NORTH 39°17'45" EAST 1310.61 FEET TO THE BEGINNING OF A 1400.00 FOOT RADIUS CURVE CONCAVE NORTHWESTERLY; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 36°55'02" AN ARC DISTANCE OF 902.06 FEET; THENCE NORTH 02°22'43" EAST 338.56 FEET TO THE BEGINNING OF A 1000.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18°33'36" AN ARC DISTANCE OF 323.93 FEET; THENCE NORTH 20°56'19" EAST 200.80 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH HALF OF SAID SECTION 19; THENCE ALONG SAID NORTH LINE, NORTH Page 2 of 2 87°44'53" EAST 199.41 FEET TO THE POINT OF BEGINNING. THE HEREINABOVE DESCRIBED AREA CONTAINS 425.823 ACRES MORE OR LESS. DEAN JOH SIN, L.S. 4878 LANDMAR I CONSULTING 20-6/M/LEGALS/XHBT A.doc EXHIBIT "B" OPERATION MAINTENANCE PLAN MAINTENANCE INDICATOR THRESHOLD MAINTENANCE ACTIVITIES ANTICIPATED FREQUENCY Accumulation of sediment, litter, 6" high in basin or when outlet structure Remove and properly dispose of accumulated materials, without damage to the vegetation. Once per Every 2 Months Poor vegetation establishment, bare spots When noticeable bare spots are present, or significant plant loss occurs. Re -seed, re -plant, or re-establish vegetation per original plans. As -needed (once per 2 weeks until established) Overgrown vegetation Plant growth reaches 12" high or obstructs riser structure. Mow or trim as appropriate, but not less than the design height of the vegetation per original plans when applicable (6" to 8" in height) Once per month Erosion due to concentrated irrigation flow Channelization shown at irrigation structures. Repair/re-seed/re-plant eroded areas and adjust the irrigation system As -Needed Erosion due to concentrated stormwater runoff flow Channelization near storm water inlets is evident Repair/re-seed/re-plant eroded areas, and make appropriate corrective measures such as adding erosion control blankets, adding stone at flow entry points, or minor re -grading to restore proper drainage according to the original plan. If the issue is not corrected by restoring the BMP to the original plan and grade, the Development Services Director shall be contacted prior to any additional repairs or reconstruction. As -Needed (Inspect Once per Every 2 Months) Standing water in biofiltration basin Standing water does not completely drain in 96 hours Make appropriate corrective measures such as adjusting irrigation system, removing obstructions of debris or invasive vegetation, clearing underdrains (where applicable), or repairing/replacing clogged or compacted soils. After each major storm event Obstructed inlet or outlet structure Ponding water does not drain in 96 hours, any visible obstruction Clear obstructions. As -Needed Damage to structural components such as weirs, inlet or outlet structures Any visible damage to outlet structure. Repair or replace as applicable. As -Needed Page 1 of 4 EXHIBIT "C" VARIED WIDTH ACCESS EASEMENTS PARCEL "A" (44-FOOT WIDE ACCESS EASEMENT) 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 CENTER LINE OF SAID 44-FOOT WIDE ACCESS EASEMENT 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, SOUTH 87°44'53" WEST 199.41 FEET TO THE CENTER LINE OF COUNTY ROAD NO. 722 (KNOWN AS OLD COACH ROAD) ACCORDING TO PLAT THEREOF ON FILE IN THE OFFICE OF THE COUNTY ENGINEER OF SAN DIEGO COUNTY, AND AS MORE 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 20°56'19" 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 10°55'48" 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 79°59'29" WEST; THENCE LEAVING SAID CENTER LINE OF OLD COACH ROAD, SOUTH 67°18'40" 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 48°02'42" AN ARC DISTANCE OF 189.51 FEET; THENCE SOUTH 19°15'58" EAST 292.87 FEET TO THE BEGINNING OF A 234.00 FOOT RADIUS CURVE CONCAVE NORTHERLY; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 83°12'03" AN ARC DISTANCE OF 339.80 FEET TO POINT "A", WITH A RADIAL LINE TO SAID POINT BEARING SOUTH 12°28'01" EAST; THENCE CONTINUING EASTERLY AND NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 59°27'27" AN ARC DISTANCE OF 242.83 FEET; THENCE NORTH 18°04'32" 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 75°55'19" AN ARC DISTANCE OF 352.47 FEET; THENCE SOUTH 86°00'09" EAST 540.28 FEET TO THE BEGINNING OF A 250.00 FOOT RADIUS CURVE CONCAVE SOUTHERLY; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16°32'50" AN ARC DISTANCE OF 72.20 FEET TO THE TERMINUS OF SAID CURVE, WITH A RADIAL LINE TO SAID TERMINUS BEARING NORTH 20°32'41" EAST. EXCEPT THEREFROM THAT PORTION OF THE HEREINABOVE REFERENCED COUNTY ROAD NO. 722 (KNOWN AS OLD COACH ROAD). Page 2 of 4 THE HEREINABOVE DESCRIBED AREA CONTAINS 2.414 ACRES MORE OR LESS. PARCEL "B" (44-FOOT WIDE ACCESS EASEMENT) 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 CENTER LINE OF SAID 44-FOOT WIDE ACCESS EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE HEREINABOVE DESCRIBED POINT "A"; THENCE SOUTH 12°28'01" EAST 22.63 FEET TO THE BEGINNING OF A 226.00 FOOT RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26°33'22" AN ARC DISTANCE OF 104.75 FEET TO A POINT OF REVERSE CURVATURE WITH A 234.00 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY, WITH A RADIAL LINE TO SAID POINT BEARING SOUTH 75°54'39" EAST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 88°31'27" AN ARC DISTANCE OF 361.54 FEET TO A POINT OF REVERSE CURVATURE WITH A 226.00 FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY, WITH A RADIAL LINE TO SAID POINT BEARING SOUTH 15°33'54" WEST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 40°00'37" AN ARC DISTANCE OF 173.60 FEET; THENCE SOUTH 30°25'33" EAST 29.87 FEET TO POINT "B"; THENCE CONTINUING SOUTH 30°25'33" EAST 10.60 FEET TO THE BEGINNING OF A 234.00 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 02°47'45" AN ARC DISTANCE OF 11.42 FEET TO THE TERMINUS OF SAID CURVE, WITH A RADIAL LINE TO SAID TERMINUS BEARING SOUTH 56°46'52" WEST. EXCEPT THEREFROM THAT PORTION OF THE HEREINABOVE DESCRIBED PARCEL "A". THE HEREINABOVE DESCRIBED AREA CONTAINS 0.700 ACRES MORE OR LESS. PARCEL "C" (44-FOOT WIDE ACCESS EASEMENT) 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 CENTER LINE OF SAID 44-FOOT WIDE ACCESS EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE HEREINABOVE DESCRIBED POINT "B"; THENCE SOUTH 56°48'47" WEST 143.51 FEET TO THE BEGINNING OF A 840.00 FOOT RADIUS CURVE CONCAVE NORTHWESTERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 12°55'52" AN ARC DISTANCE OF 189.58 FEET; THENCE SOUTH 69°44'38" WEST 33.64 Page 3 of 4 FEET; THENCE SOUTH 47°40'46" WEST 74.54 FEET TO POINT "C"; THENCE SOUTH 84°57'18" WEST 42.00 FEET TO THE TERMINUS OF SAID CENTERLINE. EXCEPT THEREFROM THAT PORTION OF THE HEREINABOVE DESCRIBED PARCEL "B". THE HEREINABOVE DESCRIBED AREA CONTAINS 0.464 ACRES MORE OR LESS. PARCEL "D" (22-FOOT WIDE ACCESS EASEMENT) 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 CENTER LINE OF SAID 22-FOOT WIDE ACCESS EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE HEREINABOVE DESCRIBED POINT "C"; THENCE SOUTH 84°57'18" WEST 42.00 FEET; THENCE SOUTH 80°50'39" WEST 138.26 FEET TO THE BEGINNING OF A 205.00 FOOT RADIUS CURVE CONCAVE SOUTHEASTERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 34°31'49" AN ARC DISTANCE OF 123.55 FEET TO A POINT OF REVERSE CURVATURE WITH A 205.00 FOOT RADIUS CURVE CONCAVE NORTHWESTERLY, WITH A RADIAL LINE TO SAID POINT BEARING NORTH 43°41'10" WEST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 34°07'49" AN ARC DISTANCE OF 122.12 FEET TO A POINT OF REVERSE CURVATURE WITH A 205.00 FOOT RADIUS CURVE CONCAVE SOUTHEASTERLY, WITH A RADIAL LINE TO SAID POINT BEARING SOUTH 09°33'21" EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 68°16'43" AN ARC DISTANCE OF 244.30 FEET TO A POINT OF REVERSE CURVATURE WITH A 205.00 FOOT RADIUS CURVE CONCAVE NORTHWESTERLY, WITH A RADIAL LINE TO SAID POINT BEARING NORTH 77°50'05" WEST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 27°46'24" AN ARC DISTANCE OF 99.37 FEET TO A POINT OF REVERSE CURVATURE WITH A 205.00 FOOT RADIUS CURVE CONCAVE SOUTHEASTERLY, WITH A RADIAL LINE TO SAID POINT BEARING NORTH 50°03'40" EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 27°55'44" AN ARC DISTANCE OF 99.93 FEET TO A POINT OF REVERSE CURVATURE WITH A 205.00 FOOT RADIUS CURVE CONCAVE NORTHWESTERLY, WITH A RADIAL LINE TO SAID POINT BEARING NORTH 77°59'24" WEST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 70°03'59" AN ARC DISTANCE OF 250.69 FEET TO A POINT OF REVERSE CURVATURE WITH A 205.00 FOOT RADIUS CURVE CONCAVE SOUTHEASTERLY, WITH A RADIAL LINE TO SAID POINT BEARING SOUTH 07°54'56" EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 68°23'58" AN ARC DISTANCE OF 244.73 FEET; THENCE SOUTH 13°41'10" WEST 166.98 FEET TO POINT "D" AND THE TERMINUS OF SAID CENTERLINE. EXCEPT THEREFROM THAT PORTION OF THE HEREINABOVE DESCRIBED PARCEL "C". Page 4 of 4 EXCEPT THEREFROM THAT PORTION OF THE HEREINABOVE DESCRIBED PARCEL "C". THE HEREINABOVE DESCRIBED AREA CONTAINS 0.753 ACRES MORE OR LESS. PARCEL "E" (30-FOOT WIDE ACCESS EASEMENT) 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 30-FOOT WIDE ACCESS EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE HEREINABOVE DESCRIBED POINT "D"; THENCE SOUTH 89°49'50" EAST 33.27 FEET; THENCE SOUTH 00°10'10" WEST 30.00 FEET; THENCE NORTH 89°49'50" WEST 51.79 FEET; THENCE NORTH 13°41'10" EAST 30.85 FEET; THENCE SOUTH 89°49'50" EAST 11.31 FEET TO THE POINT OF BEGINNING. THE HEREINABOVE DESCRIBED AREA CONTAINS 0.033 ACRES MORE OR LESS. ,y-19,y �22 DEAN JO, NSON, L.S. 4878 LANDMARK CONSULTING 20-6/M!L E GAL S/C TYf a cA C C e s m t. d o c EXHIBIT "D" ACCESS EASEMENT LEGEND (R) INDICATES RADIAL LINE P.O.B. INDICATES POINT OF BEGINNING T P.0.8. INDICATES TRUE POINT OF BEGINNING sI INDICATES PARCEL "A" INDICATES PARCEL "8" INDICATES PARCEL "C" INDICATES PARCEL "D" INDICATES PARCEL "E" T.P.0.B. y N 79'S9'29"WL).--' E 1 /2 `, SW 1/4 SEC 19 T 13 S R 1 W PO PARCEL oP / / r PARCEL "E" JO y ���pt_ LAN ��P�a NSO�G,p� .c �Exp.09/30/22 * No .4878 'z- 0F` CIal.\\� L1 SHEET 1 OF 9 CTR 1/4 COR SEC 19 P.O.B. „D" PARCEL "A" CITY OF POWAY ,,PARCEL "B" PARCEL "C" SE 1/4 SEC 19 T 13 S R 1 W TRACT NO. 15-001 SEE SHEET 9 FOR TABULATED TRAVERSE DATA. nifrywc CONSULTING DEAN HNSON, PLS 4878 SCALE: = 300' SEE SHEET 1 2 EXHIBIT "D" (R) T. P. D. B. T.P.0.B. Et of N 0) 30' OLD COACH ROAD ACCESS EASEMENT LEGEND INDICATES RADIAL LINE INDICATES TRUE POINT OF BEGINNING INDICATES PARCEL "A" INDICATES PARCEL "B" 43 p,L LAN /LPN J OH oI rz a .+( Exp .09/30/22 No .4878 / (TYP.) 22 nCONSULTING • 44 ti PARCEL "A" SHEET 2 OF 9 SCALE: 1"= 100' SEE SHEET 3 •������ POINT "A" •It- OA `I PARCEL SEE SHEET 5 SEE SHEET 9 FOR TABULATED TRAVERSE DATA. EXHIBIT "D" 14.4 LEGEND INDICATES PARCEL "A" INDICATES PARCEL "B" PARCEL "A" SEE SHEET 2 POINT "A" • JP- 440 0 co PARCEL "8" SEE SHEET 5 ACCESS EASEMENT (TYP.) nCONSULTING SHEET 3 OF 9 SEE SHEET 4 SCALE: 1"= 100' SEE SHEET 9 FOR TABULATED TRAVERSE DATA. EXHIBIT "D" ACCESS EASEMENT LEGEND (R) INDICATES RADIAL LINE �;� INDICATES PARCEL "A" PARCEL "A" n C4 L6 SEE SHEET 3 (TYP.) . r\LTh'fk CONSULTING SHEET 4 OF 9 N2032'41"E(R) I SEE SHEET 9 FOR TABULATED TRAVERSE DATA. EXHIBIT "D" (R) LEGEND INDICATES RADIAL LINE INDICATES PARCEL "A" INDICATES PARCEL "B" INDICATES PARCEL "C" SEE SHEET 2 ACCESS EASEMENT PARCEL POINT "A" PARCEL "B" 0i rz a. * \Exp.09/30/22 No .4878 S75'54'39 "E(R) PRC ti SHEET 5 OF 9 SEE SHEET 4 SCALE: 11"= 100" S15'33'54"W(R) PARCEL CONSULTING POINT "B" L8 L9 C11 II =I 11111 S56'46'52"W(R)I SEE SHEET 9 FOR TABULATED TRAVERSE DATA. EXHIBIT "D" LEGEND (R) INDICATES RADIAL LINE INDICATES PARCEL "B" _I INDICATES PARCEL "C" INDICATES PARCEL "D" PARCEL "D" SEE SHEET 7 ACCESS EASEMENT POINT "C" nCONSULTING SHEET 6 OF 9 SCALE:I1"= 100' SEE SHEET 9 FOR TABULATED TRAVERSE DATA. EXHIBIT "D" LEGEND (R) INDICATES RADIAL LINE INDICATES PARCEL INDICATES PARCEL "D" R=205.00' L=27'46'24" L=99.37' ACCESS EASEMENT SEE SHEET 6 N43'41 '10"W(R) PRC PARCEL "D" R= 205.00' 6=34'07'49" L=122.12' S09'33'21 "E(R) PRC R=205.00' L= 68'16'43" L=244.30' �N77'50'05"W(R) PRC \N50'03'40"E(R) PRC R=205.00' 4=27'55'44" L= 99.93' W 77'59'24"W(R ) PRC LPL LAN .1( Exp.09/30/22 AF S\ No.4878 SEE SHEET 8 nCONSULTING R=205.00' A=34.31 '49" L=123.55' SHEET 7 OF 9 PARCEL "C" L14 I POINT "C" SCALE:11"= 100' SEE SHEET 9 FOR TABULATED TRAVERSE DATA. EXHIBIT "D" (R) LEGEND INDICATES RADIAL LINE INDICATES PARCEL "D" INDICATES PARCEL "E" N1341 '10"E 166.98' ACCESS EASEMENT S0754'56"E(R) PRC, PARCEL "D" N. -- SEE DETAIL \ V 1 PARCEL "E" I ,F'01NT "D" SEE SHEET 7 N7759'24'41(R) PRC R=205.00' 6= 70'03'59" L=250.69' R=205.00' L=68 23'58" L=244.73' nCONSULTING lfiDATK SHEET 8 OF 9 \N50'03'40"E(R) PRC R=205.00' A=27'55'44" L=99.93' SCALE: I 1 "= 100' DETAIL (NTS) SEE SHEET 9 FOR TABULATED TRAVERSE DATA. EXHIBIT "D" ACCESS EASEMENT LINE DATA NO. BEARING DISTANCE Li N87'44'53"E 199.41' L2 N20'56'19"E 200.80' L3 N67'18'40"W 28.83' L4 N19°15'58"W 292.87' L5 N18'04'32"E 361.14' L6 N86 °00'09"W 540.28' L7 N 12'28'01 "W(R) 22.63' L8 N30'25'33"W 29.87' L9 N3025'33"W 10.60' L10 N56'48'47"E 143.51' L11 N69'44'38"E 33.64' L12 N47°40'46"E 74.54' L13 N84`57'18"E 42.00' L14 N80 °50'39 "E 138.26' L15 N89'49'50"W 33.27' L16 NO0°10'10 "E 30.00' L17 N89'49'S0"W 51.79' L18 N13'41'10"E 30.85' L19 N89'49'50"W 11.31' SHEET 9 OF 9 CURVE DATA NO. RADIUS DELTA ARC C1 1000.00' 10'55'48' 190.76' C2 226.00' 48°02'42' 189.51' C3 234.00' 142'39'30' 582.63' C4 266.00' 75°55'19' 352.47' C5 250.00' 16 °32'50' 72.20' C6 234.00' 83 °12 '03' 339, 80' C7 234.00' 59'27'27' 242.83' C8 226.00' 26 °33'22' 104.75' C9 234.00' 88'31'27' 361.54' C10 226.00' 40°00'37' 173.60' C11 234.00' 02'47'45' 11.42' C12 840.00' 12°55'52' 189.58' CONSULTING Page 1 of 6 EXHIBIT "E" STORMWATER FACILITIES MAINTENANCE EASEMENT PARCEL "A" 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 STORMWATER FACILITIES MAINTENANCE EASEMENT 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 87°44'53" EAST 1218.33 FEET; THENCE LEAVING SAID NORTH LINE, SOUTH 39°54'59" EAST 263.08 FEET TO THE BEGINNING OF A NONTANGENT 254.00 FOOT RADIUS CURVE CONCAVE SOUTHEASTERLY, WITH A RADIAL LINE TO SAID BEGINNING BEARING NORTH 34°27'53" WEST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 08°17'57" AN ARC DISTANCE OF 36.79 FEET; THENCE SOUTH 47°14'10" WEST 91.57 FEET TO THE BEGINNING OF A 146.00 FOOT RADIUS CURVE CONCAVE NORTHWESTERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 46°45'41" AN ARC DISTANCE OF 119.16 FEET TO THE TERMINUS OF SAID CURVE AND A POINT OF CUSP WITH A TANGENT LINE; THENCE SOUTH 86°00'09" EAST 114.22 FEET TO THE BEGINNING OF A 272.00 FOOT RADIUS CURVE CONCAVE SOUTHERLY; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 12°39'42" AN ARC DISTANCE OF 60.11 FEET TO A POINT OF CUSP WITH A TANGENT 22.00 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY, WITH A RADIAL LINE TO SAID POINT BEARING NORTH 16°39'33" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 120°34'37" AN ARC DISTANCE OF 46.30 FEET; THENCE NORTH 47°14'10" EAST 77.76 FEET TO THE BEGINNING OF A 212.00 FOOT RADIUS CURVE CONCAVE SOUTHERLY; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 74°28'46" AN ARC DISTANCE OF 275.58 FEET TO THE TERMINUS OF SAID CURVE AND THE BEGINNING OF A NONTANGENT LINE, WITH A RADIAL LINE TO SAID TERMINUS BEARING NORTH 31°42'56" EAST; THENCE SOUTH 60°33'06" EAST 40.99 FEET; THENCE SOUTH 32°28'41" EAST 159.07 FEET; THENCE SOUTH 03°16'11" EAST 171.99 FEET; THENCE SOUTH 21 °42'38" WEST 192.12 FEET; THENCE SOUTH 41°00'13" WEST 173.78 FEET; THENCE SOUTH 86°29'36" WEST 74.19 FEET; THENCE NORTH 86°19'02" 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 14°38'10" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 91 °33'55" AN ARC DISTANCE OF 127.85 FEET; THENCE NORTH 16°12'05" EAST 56.83 FEET; THENCE NORTH 49°29'22" EAST 90.77 FEET; THENCE NORTH 02°39'53" EAST 21.94 FEET; THENCE SOUTH 49°29'22" WEST 121.40 FEET; THENCE NORTH 77°50'35" WEST 72.52 FEET; THENCE NORTH 27°53'21" 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 47°32'55" EAST; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 48°47'56" AN ARC DISTANCE OF 195.04 FEET; THENCE NORTH 88°44'59" WEST 138.76 FEET Page 2 of 6 TO THE BEGINNING OF A 130.00 FOOT RADIUS CURVE CONCAVE SOUTHEASTERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 80°48'00" AN ARC DISTANCE OF 183.34 FEET; THENCE SOUTH 10°27'01" WEST 176.48 FEET; THENCE SOUTH 67°59'58" WEST 198.67 FEET; THENCE NORTH 88°09'49" WEST 205.59 FEET; THENCE NORTH 41°36'39" 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 48°28'48" 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 18.00 FOOT RADIUS CURVE CONCAVE SOUTHEASTERLY, WITH A RADIAL LINE TO SAID POINT BEARING SOUTH 20°46'40" EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 78°33'55" AN ARC DISTANCE OF 24.68 FEET TO A POINT OF REVERSE CURVATURE WITH A 248.00 FOOT RADIUS CURVE CONCAVE WESTERLY, WITH A RADIAL LINE TO SAID POINT BEARING SOUTH 80°39'25" WEST; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 23°25'56" AN ARC DISTANCE OF 101.42 FEET TO POINT "B" AND A POINT OF REVERSE CURVATURE WITH A 212.00 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY, WITH A RADIAL LINE TO SAID POINT BEARING SOUTH 75°54'39" EAST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 88°31'27" AN ARC DISTANCE OF 327.55 FEET TO A POINT OF REVERSE CURVATURE WITH A 248.00 FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY, WITH A RADIAL LINE TO SAID POINT BEARING SOUTH 15°33'54" WEST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 15°45'18" 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 31°19'12" EAST; THENCE NORTH 65°45'38" EAST 579.87 FEET; THENCE SOUTH 24°14'22" EAST 89.31 FEET; THENCE NORTH 70°49'48" EAST 130.75 FEET; THENCE NORTH 58°20'56" EAST 117.88 FEET; THENCE NORTH 70°59'25" EAST 50.06 FEET TO THE BEGINNING OF A 120.00 FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 62°17'42" AN ARC DISTANCE OF 130.47 FEET; THENCE SOUTH 46°42'53" EAST 70.88 FEET TO THE BEGINNING OF A 90.00 FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 45°09'17" AN ARC DISTANCE OF 70.93 FEET TO A POINT OF REVERSE CURVATURE WITH A 100.00 FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY, WITH A RADIAL LINE TO SAID POINT BEARING SOUTH 01°52'09" EAST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 46°13'37" AN ARC DISTANCE OF 80.68 FEET; THENCE SOUTH 45°38'32" EAST 40.51 FEET TO THE BEGINNING OF A 200.00 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 46°46'31" AN ARC DISTANCE OF 163.27 FEET TO THE TERMINUS OF SAID CURVE AND THE BEGINNING OF A NONTANGENT LINE, WITH A RADIAL LINE TO SAID TERMINUS BEARING SOUTH 02°25'03" EAST; THENCE SOUTH 36°56'44" EAST 115.43 FEET; THENCE SOUTH 60°40'30" EAST 212.10 FEET; THENCE SOUTH 78°49'35" WEST 87.82 FEET TO THE BEGINNING OF A 70.00 FOOT RADIUS CURVE CONCAVE SOUTHEASTERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 111°34'49" AN ARC DISTANCE OF 136.33 FEET; THENCE SOUTH 32°45'13" EAST 53.92 FEET TO THE BEGINNING OF A 46.00 FOOT RADIUS CURVE CONCAVE SOUTHEASTERLY; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 110°42'25" AN ARC DISTANCE OF 88.88 FEET; THENCE SOUTH Page 3 of 6 77°57'12" WEST 56.41 FEET; THENCE NORTH 78°07'25" WEST 49.03 FEET TO THE BEGINNING OF A 200.00 FOOT RADIUS CURVE CONCAVE SOUTHERLY; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 28°09'18" AN ARC DISTANCE OF 98.28 FEET TO A POINT OF REVERSE CURVATURE WITH A 115.00 FOOT RADIUS CURVE CONCAVE NORTHERLY, WITH A RADIAL LINE TO SAID POINT BEARING NORTH 16°16'43" WEST; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 15°44'35" AN ARC DISTANCE OF 31.60 FEET; THENCE SOUTH 89°27'51" WEST 92.70 FEET; THENCE SOUTH 70'736'50" WEST 144.82 FEET; THENCE SOUTH 82°36'41" WEST 80.22 FEET; THENCE NORTH 88°08'33" WEST 101.81 FEET; THENCE NORTH 69°41'21" WEST 79.09 FEET TO THE BEGINNING OF A 100.00 FOOT RADIUS CURVE CONCAVE SOUTHERLY; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 21°56'35" AN ARC DISTANCE OF 38.30 FEET; THENCE SOUTH 88°22'03" WEST 41.72 FEET TO THE BEGINNING OF A 130.00 FOOT RADIUS CURVE CONCAVE SOUTHERLY; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18°25'27" AN ARC DISTANCE OF 41.80 FEET TO THE TERMINUS OF SAID CURVE AND THE BEGINNING OF A NONTANGENT LINE, WITH A RADIAL LINE TO SAID TERMINUS BEARING NORTH 20°03'24" WEST; THENCE SOUTH 27°35'01" WEST 33.58 FEET TO THE BEGINNING OF A NONTANGENT 180.00 FOOT RADIUS CURVE CONCAVE SOUTHEASTERLY, WITH A RADIAL LINE TO SAID BEGINNING BEARING NORTH 34°06'48" WEST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 24°40'40" AN ARC DISTANCE OF 77.53 FEET TO THE TERMINUS OF SAID CURVE AND THE BEGINNING OF A NONTANGENT LINE, WITH A RADIAL LINE TO SAID TERMINUS BEARING NORTH 58°47'27" WEST; THENCE SOUTH 27°20'33" WEST 115.05 FEET; THENCE SOUTH 55°15'39" WEST 181.50 FEET; THENCE NORTH 69°22'16" WEST 222.15 FEET; THENCE NORTH 29°37'25" 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 91°18'45" AN ARC DISTANCE OF 159.37 FEET; THENCE SOUTH 59°03'50" 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 39°48'50" AN ARC DISTANCE OF 52.12 FEET; THENCE NORTH 81°07'20" 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 44°25'22" AN ARC DISTANCE OF 155.06 FEET; THENCE SOUTH 54°27'18" 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 24°50'38" AN ARC DISTANCE OF 43.36 FEET; THENCE SOUTH 79°17'56" WEST 169.17 FEET; THENCE NORTH 23°10'47" 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 29°54'47" WEST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 20°21'26" 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 09°33'21" EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 68°16'44" AN ARC DISTANCE OF 231.19 FEET TO A POINT OF REVERSE CURVATURE WITH A 216,00 FOOT RADIUS CURVE CONCAVE NORTHWESTERLY, WITH A RADIAL LINE TO SAID POINT BEARING NORTH 77°50'05" WEST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 27°46'25" AN ARC DISTANCE OF 104.70 FEET TO A POINT OF REVERSE CURVATURE WITH A 194.00 FOOT CURVE Page 4 of 6 CONCAVE SOUTHEASTERLY, WITH A RADIAL LINE TO SAID POINT BEARING SOUTH 50°03'40" EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 27°55'29" AN ARC DISTANCE OF 94.55 FEET TO A POINT OF REVERSE CURVATURE WITH A 216.00 FOOT RADIUS CURVE CONCAVE NORTHWESTERLY, WITH A RADIAL LINE TO SAID POINT BEARING NORTH 77°59'09" WEST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 70°04'15" AN ARC DISTANCE OF 264.16 FEET TO A POINT OF REVERSE CURVATURE WITH A 194.00 FOOT RADIUS CURVE CONCAVE SOUTHEASTERLY, WITH A RADIAL LINE TO SAID POINT BEARING SOUTH 07°54'54" EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 68°23'56" AN ARC DISTANCE OF 231.59 FEET; THENCE SOUTH 13°41'10" WEST 164.34 FEET; THENCE SOUTH 89°49'50" EAST 21.95 FEET; THENCE SOUTH 00°10'10" WEST 15.61 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 21°56'52" EAST 71.94 FEET; THENCE SOUTH 31°11'56" EAST 95.09 FEET; THENCE NORTH 89°49'50" WEST 76.19 FEET; THENCE NORTH 00°10'10" EAST 14.39 FEET TO THE TRUE POINT OF BEGINNING. THE HEREINABOVE DESCRIBED AREA CONTAINS 0.075 ACRES MORE OR LESS. PARCEL "B" 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 STORMWATER FACILITIES MAINTENANCE EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE HEREINABOVE DESCRIBED POINT "B" AND THE BEGINNING OF A 212.00 FOOT RADIUS CURVE CONCAVE EASTERLY, WITH A RADIAL LINE TO SAID BEGINNING BEARING NORTH 75°54'39" WEST; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 17°07'39" 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 86°57'42" WEST; THENCE LEAVING SAID CURVE, SOUTH 87°25'16" EAST 80.65 FEET; THENCE SOUTH 15°27'44" EAST 57.10 FEET; THENCE SOUTH 46°29'56" WEST 77.80 FEET TO A POINT ON SAID 212.00 FOOT RADIUS CURVE CONCAVE EASTERLY, WITH A RADIAL LINE TO SAID POINT BEARING SOUTH 54°23'12" WEST; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 32°34'30" AN ARC DISTANCE OF 120.53 FEET TO THE TRUE POINT OF BEGINNING. THE HEREINABOVE DESCRIBED AREA CONTAINS 0.163 ACRES MORE OR LESS. PARCEL "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 STORMWATER FACILITIES MAINTENANCE EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: Page 5 of 6 BEGINNING AT THE HEREINABOVE DESCRIBED POINT "B"; THENCE NORTH 75°54'39" WEST 44.00 FEET TO THE BEGINNING OF A NONTANGENT, 256.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16°26'08" AN ARC DISTANCE OF 73.44 FEET TO THE TRUE POINT OF BEGINNING, WITH A RADIAL LINE TO SAID POINT BEARING SOUTH 87°39'13" WEST; THENCE CONTINUING SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 52°57'09" AN ARC DISTANCE OF 236.59 FEET TO THE TERMINUS OF SAID CURVE AND THE BEGININNING OF A NONTANGENT LINE, WITH A RADIAL LINE TO SAID TERMINUS BEARING SOUTH 34°42'04" WEST; THENCE SOUTH 56°12'04" WEST 13.87 FEET; THENCE NORTH 71°36'49" WEST 39.46 FEET; THENCE NORTH 43°27'52" WEST 30.52 FEET; THENCE NORTH 74°45'17" WEST 88.79 FEET; THENCE NORTH 22°59'10" WEST 84.20 FEET; THENCE NORTH 20°20'34" EAST 79.49 FEET; THENCE SOUTH 87°25'16" EAST 50.89 FEET TO THE TRUE POINT OF BEGINNING. THE HEREINABOVE DESCRIBED AREA CONTAINS 0.349 ACRES MORE OR LESS. PARCEL "D" 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 STORMWATER FACILITIES MAINTENANCE EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE HEREINABOVE DESCRIBED POINT "B"; THENCE NORTH 75°54'39" WEST 44.00 FEET TO THE BEGINNING OF A NONTANGENT, 204.00 FOOT RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22°07'47" AN ARC DISTANCE OF 78.79 FEET TO A POINT OF COMPOUND CURVATURE WITH A 18.00 FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY, WITH A RADIAL LINE TO SAID POINT BEARING NORTH 81°57'34" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 85°54'53" AN ARC DISTANCE OF 26.99 FEET TO A POINT OF REVERSE CURVATURE WITH A 256.00 FOOT RADIUS CURVE CONCAVE NORTHERLY, WITH A RADIAL LINE TO SAID POINT BEARING NORTH 03°57'19" WEST; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 51°07'09" AN ARC DISTANCE OF 228.40 FEET TO THE BEGINNING OF A LINE RADIAL TO SAID CURVE AND THE TRUE POINT OF BEGINNING; THENCE LEAVING SAID CURVE, SOUTH 47°09'50" WEST 21.90 FEET; THENCE SOUTH 88°29'01" WEST 11.43 FEET; THENCE SOUTH 61°45'02" WEST 9.14 FEET; THENCE NORTH 57°34'00" WEST 18.99 FEET; THENCE NORTH 23°58'55" WEST 52.91 FEET; THENCE NORTH 21°22'38" WEST 38.49 FEET; THENCE NORTH 23°58'02" WEST 30.29 FEET; THENCE NORTH 66°01'58" EAST 38.78 FEET; THENCE SOUTH 19°15'58" EAST 30.39 FEET TO THE BEGINNING OF A 256.00 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 23°34'12" AN ARC DISTANCE OF 105.31 FEET TO THE TERMINUS OF SAID CURVE AND THE TRUE POINT OF BEGINNING. THE HEREINABOVE DESCRIBED AREA CONTAINS 0.125 ACRES MORE OR LESS. Page 6 of 6 THENCE SOUTH 19°15'58" EAST 30.39 FEET TO THE BEGINNING OF A 256.00 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 23°34'12" AN ARC DISTANCE OF 105.31 FEET TO THE TERMINUS OF SAID CURVE AND THE TRUE POINT OF BEGINNING. THE HEREINABOVE DESCRIBED AREA CONTAINS 0.125 ACRES MORE OR LESS. PARCEL "E" 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 STORMWATER FACILITIES MAINTENANCE EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE HEREINABOVE DESCRIBED POINT "A"; THENCE NORTH 42°27'05" EAST 67.35 FEET; THENCE NORTH 23°23'45" EAST 55.91 FEET; THENCE NORTH 12°04'09" EAST 20.70 FEET; THENCE NORTH 02°51'50" 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 12°41'53" EAST; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 07°50'48" 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 20°32'41" EAST; THENCE SOUTH 12°04'09" WEST 88.71 FEET; THENCE SOUTH 23°23'45" WEST 50.44 FEET; THENCE SOUTH 38°13'43" EAST 42.39 FEET; THENCE SOUTH 20°09'27" EAST 47.68 FEET; THENCE SOUTH 37°50'23" WEST 90.99 FEET; THENCE NORTH 27°53'21" WEST 114.63 FEET TO THE POINT OF BEGINNING. THE HEREINABOVE DESCRIBED AREA CONTAINS 0.287 ACRES MORE OR LESS. DEAN JOHI I SON, L.S. 4878 LANDMAF K CONSULTING 20.6/M/Legal and PIalJSWNUctyFACasmt.doc G.D. JOHNSON II NO. 4878 °( j30/ZZ EXHIBIT ''F" STORMWATER FACILITIES MAINTENANCE EASEMENT LEGEND SHEET 1 OF 11 P.O.B. INDICATES POINT OF BEGINNING Wirreir INDICATES PARCEL "A" INDICATES PARCEL INDICATES PARCEL "C" CTR 1/4 COR SEC 19 S 1/4 COR SEC 19 INDICATES PARCEL "D" INDICATES PARCEL "E" E 1/4 COR SEC 19 SEC 19 SEC 20 PARCEL "B" 1 CITY OF POWAY TRACT NO. 15-001 SEC 19 SEC 20 _ -- SEC 30 SEC 29 SEE SHEETS 09, 10 & 11 FOR TABULATED TRAVERSE DATA. CONSULTING A27.11/6 DEAN OHNSON, PLS 4878 SCALE:I1"= 600' EXHIBIT "F" STORMWATER FACILITIES MAINTENANCE EASEMENT LEGEND SHEET 2 OF 11 (R) INDICATES RADIAL LINE INDICATES PARCEL "E" L1 SEE SHEET 1 N34'27'53' W R PARCEL "E" Imo! (SEE SHEET 7) j ! S47 32'55 "E(R V� i POINT "A" /_ G�� f-- _/ 1°) L18 `ti C20 L22 C5 N31 '42'56 "E(R N16'39'33"E(R) PRC L71 0 L20 SEE SHEET 3 L15 L14 S14'38_10"W(R) nCONSULTING MAU SCALE: 11"= 200' SEE SHEETS 09, 10 & 11 FOR TABULATED TRAVERSE DATA. EXHIBIT "F" (R) I11=11 f= =111=L STORMWATER FACILITIES MAINTENANCE EASEMENT LEGEND INDICATES RADIAL LINE INDICATES PARCEL "B" INDICATES PARCEL "C" INDICATES PARCEL "D" 0 S48 28'48 "E(R) G�\ L25 �24 PARCEL ' \\ PRC i(SEESHEE� 8) U S80'39 '25 ''W(R)PRC SCALE: r= 200' SHEET 3 OF 11 SEE SHEET 2 L22 iN POINT "B" S75 54'39'E(R) PRC PARCEL "B" �0 If 111 (SEE SHEET 7) o 'S15'33'54""W(R) C2-1 PRC N31 '19' 12 "E(R) 1 PARCEL "C" (SEE SHEET 7) nCONSULTING LITDATc SEE SHEET 4 SEE SHEETS 09, 10 & 11 FOR TABULATED TRAVERSE DATA. EXHIBIT "F" STORMWATER FACILITIES MAINTENANCE EASEMENT LEGEND SHEET 4 OF 11 (R) INDICATES RADIAL LINE SEE SHEET 3 L27 N20'03'24"W(R L33 \c° -50 2 C15 C14 L32 i31 L89 L88 L7 C6 S0152'09"E(R) PRC C�q SCALE: j1 "= 200' 09 S02'25'03"E(Ry N16'16'43"W(R. PRC N34'06'48"W(R) N58'47'27"W(R) SEE SHEET 5 L86 nCONSULTING iffmv c13 C12 L85 L84 cJ L82 SEE SHEETS 09, 10 & 11 FOR TABULATED TRAVERSE DATA. EXHIBIT "F" STORMWATER FACILITIES MAINTENANCE EASEMENT LEGEND SHEET 5 OF 11 (R) INDICATES RADIAL LINE L L41 0 SEE SHEET 4 SCALE:11"= 200' N20'03'24"W(R C15 C j 4 L33 ti G�0 L32 �37 L 39 \„�8 C29 C28 SEE SHEET 6 C2� -55 nCONSULTING N34'06'48"W(R) N58'47'27"W(R) L89 SEE SHEETS 09, 10 & 11 FOR TABULATED TRAVERSE DATA. EXHIBIT "F" STORMWATER FACILITIES MAINTENANCE EASEMENT LEGEND (R) INDICATES RADIAL LINE t" ; INDICATES PARCEL "A" L44 L79 SO9 '33'21"E(R) PRC N7T50'05"W(R) P\ RC S5O'03'40"E(R. PRC N77'59'O9' L R G PRC PRC54'54"E(R) \ (b PARCEL "A" (SEE SHEET 7) SHEET 6 OF 11 SEE SHEET 5 S29'54'47"E(R) 5$ G-5� L39 L D`O C29 C28 L41 nCONSULTING flUNK 0 SCALE: 1 1 '= 200' SEE SHEETS 09, 10 & 11 FOR TABULATED TRAVERSE DATA. EXHIBIT "F" STORM WA TER FACILITIES MAINTENANCE EASEMENT LEGEND T.P.O.B. INDICATES TRUE POINT OF BEGINNING INDICATES PARCEL "A" INDICATES PARCEL "B" INDICATES PARCEL "C" INDICATES PARCEL "E" (R) INDICATES RADIAL LINE S87'39'13"KR)\() L56 r- sj PARCEL "C" (SEE SHEET 4) 72-. ;9?-65 T.P.O.B. PCL "C' 0 ct a_ Exp .09/30/22 41 No .4878 POINT "B" PARCEL "B" (SEE SHEET 4) T.P.O.B. PCL "8" S86'57'42"KR) Li72IIi 1 L50 SCALE: 1"= 60' nCONSULTING SHEET 7 OF 11 PARCEL "A" (SEE SHEET 6) F- I — — L N— I _I _ c- (30 — r —/ / — / — —/ / -/ POINT "A (y) C77 - / - 7 - q) v:5> - 1 - / L 70 PARCEL "E" (SEE SHEET 2) SEE SHEETS 09, 10 & 11 FOR TABULATED TRAVERSE DATA. EXHIBIT "F" STORMWATER FACILITIES MAINTENANCE EASEMENT LEGEND T.P.O.B. INDICATES TRUE POINT OF BEGINNING INDICATES PARCEL "D" (R) INDICATES RADIAL LINE r \ O� \ N66 °01 '58 "E 38.78' N19°15'58'E 30.39' T. P.O. B. \\ \ 9 \,hPCL "D" ' 6o�� L58 PARCEL "D" (SEE SHEET 4) C4/ nCONSULTING IfIDATC SHEET 8 OF 11 SCALE:Ii"= 60' NO3 57'19"W(R)/ PRC N81 57'34 "E� PCC POINT "8" SEE SHEETS 09, 10 & 11 FOR TABULATED TRAVERSE DATA. EXHIBIT "F" STORM WA TER FACILITIES MAINTENANCE EASEMENT SHEET 9 OF 11 LINE DATA LINE DATA NO. BEARING DISTANCE Li N87'44'53"E 1218.33' L2 N39'54'59"W 263.08' L3 N47'14'10"E 91.57' L4 N86'00'09 "W 114.22' L5 N47°14'10"E 77.76' L6 N60'33'06"E 40.99' L7 N70"59'25"E 50.06' L8 N46'42'53"W 70.88' L9 N45°38'32"W 40.51' L 10 N32 28'41 "W 159.07' L11 NO3°16'11 "W 171.99' L12 N21 '42'38"E 192.12' L13 N41 °00'13"E 173.78' L14 N86'29'36"E 74.19' L15 N86 °19'02"W 81.73' L16 N 16'12'05 "E 56.83' L17 N49'29'22"E 90.77' L18 NO2'39'53"E 21.94' L19 N4929'22"E 121.40' L20 N77°50'35"W 72.52' L21 N2 7'53'21 "W 135.70' L22 N88'44'59"114/ 138.76' L23 N1027'01 "E 176.48' L24 N67'59'58"E 198.67' L25 N88°09'49"W 205.59' L26 N41 36'39"W 68.35' L27 N65'45'38"E 579.87' L28 N24'14'22"W 89.31' L29 N70°49'48"E 130.75' L30 N58'20'56"E 117.88' L31 N69°41'21 "W 79.09' NO. BEARING DISTANCE L32 N88 22'03"E 41.72' L33 N27°35'01 "E 33.58' L34 N27'20'33"E 115.05' L35 N55°15'39"E 181.50' L36 N6922'16 "W 222.15' L37 N29'37'25"W 80.53' L38 N59°03'50"E 39.14' L39 N81 '07'20"W 40.83' L40 N5427'18"E 24.52' L41 N79'17'56"E 169.17' L42 N23°10'47"W 186.45' L43 N13°41'10"E 164.34' L44 N89°49'50"W 21.95' L45 N21 '56'52"E 71.94' L46 N31 °11 '56 "W 95.09' L47 N89°49'50"W 76.19' L48 N00'10'10"E 14.39' L49 N 75 °54'39 "W(R) 44.00' L50 N56 °12'04"W 13.87' L51 N71 36'49"W 39.46' L52 N43°27'52"W 30.52' L53 N74°45'17"W 88.79' L54 N22'59'10"W 84.20' L55 N20'20'34"E 79.49' L56 N87°25'16"W 50.89' L57 N47'09'50"E(R) 21.90' L58 N88°29'01 "E 11.43' L59 N61 °45'02"E 9.14' L60 N57°34'00"W 18.99' L61 N23 °58'55 "W 52.91' L62 N21 '22'38"W 38.49' L63 N23°58'02"W 30.29' L64 N42°27'05"E 67.35' CONSULTING EXHIBIT "F" STORMWATER FACILITIES MAINTENANCE EASEMENT SHEET 10 OF 11 CURVE DATA LINE DATA NO. BEARING DISTANCE NO. RADIUS DELTA ARC L65 N23 23'45"E 50.44' C1 254.00' 08°17'57' 36.79' L66 N38°13'43"W 42.39' C2 146.00' 46°45'41' 119.16' L67 N20'09'27"W 47.68' C3 272.00' 12°39'42' 60.11' L68 N37'50'23'E 90.99' C4 22.00' 120°34'37' 46.30' L69 N27°53'21 "W 114.63' C5 212.00' 74'28'46' 275.58' L70 N27'53'21 "W 21.07' C6 120.00' 62'17'42' 130.47' L71 N87'44'53'E 1530.33' C7 90.00' 45'09'17' 70.93' L72 N8725'16"W 80.65' C8 100.00' 46'13'37' 80.68' L73 N15 27'44"W 57.10 C9 200.00' 46'46'31' 163.28' L 74 N4629'56'E 77.80' C10 70.00' 111 °34'49' 136.32' L75 N23 23'45"E 55.91' C11 46.00' 110'42'25' 88.88' L76 N12'04'09'E 20.70' C12 200.00' 28°09'18' 98.28' L77 NO2°51'50"E 69.40' C13 115.00' 15°44'35' 31.60' L78 N 12 °04'09 "E 88.71' C14 100.00' 21 °56'35' 38.30' L79 N00'10'10'E 15.61' C15 130.00' 1825'27' 41.80' L80 N36'56'44"W 115.43' C16 180.00' 24°40'40' 77.53' L81 N60'40'30"W 212.10' C17 228.00' 07°50'48' 31.22' L82 N78'49'35"E 87.82' C18 80.00' 91'33'55' 127.85' L83 N32°45'13"W 53.92' C19 229.00' 48°47'56' 795.04' L84 N77'57'12'E 56.41' C20 130.00' 80°48'00' 183.34' L85 N78'07'25'W 49.03' C21 256.00' 27°42'08' 123.77' L86 N89 27'51 "E 92.70' C22 18.00' 78°33'55' 24.68' L87 N70°36'50"E 144.82' C23 248.00' 23'25'56' 701.42' L88 N82'36'41 "E 80.22' C24 212.00' 88'31 '27' 327.55' L89 N88'08'33"W 101.81' C25 248.00' 15'45'18' 68.19' r\Lfltt't1� CONSULTING EXHIBIT "F" STORMWATER FACILITIES MAINTENANCE EASEMENT CURVE DATA NO. RADIUS DELTA ARC C26 212.00' 38'49'18" 143.65' C27 100.00' 91 °18'45' 159.37' C28 75.00' 39 °48'50' 52.12' C29 200.00' 4425'22' 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 216.00' 27°46'25' 104.70' C34 194.00' 27'55'29' 94.55' C35 216.00' 70°04'15' 264.16' C36 194.00' 68'23'56' 231.59' C37 256.00' 16 °26'08" 73.44' C38 256.00' 52°57'09" 236.59' C39 204.00' 22'07'47" 78.79' C40 18.00' 85'54'53" 26.99' C41 256.00' 51 '07'09" 228.40' C42 256.00' 23°34'12" 105.31' C43 212.00' 17'07'39" 63.37' C44 212.00' 32 °34'30" 120.53' p,L LAN «,P4 JOyNSo, ti 0 Exp . 09/30/22 * No.4878 OF 0 AL_ tiP nCONSULTING SHEET 11 OF 11