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2000-6689 FM/G/I/PENoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText Recording Requested By: ) City Engineer ) When Recorded Mail to: ) City Clerk ) City of Encinitas ) 505 South Vulcan Avenue ) Encinitas, CA 92024 1 SPACE ABOVE FOR RECORDER'S USE ONLY PRIVATE ROAD MAINTENANCE AGREEMENT FOR TM 00-086 Assessor's Parcel No.254-614-01 , 02 & 05 ProjectNo.: TM 00-086 W.O.No.: 6689-FM THIS AGREEMENT for the maintenance and repair of that certain private road easement, the legal description and/or plat of which is set forth in Exhibits attached hereto and made a part hereof, is entered into by D.R. Horton, San Diego Holding Company, Inc. , a California Corporation (hereinafter referred to as "Developer") for the benefit of future subdivision lot owners who will use the private road easement (hereinafter referred to as "lot owners", which shall include the Developer to the extent the Developer retains any ownership interest in any lot or lots). WHEREAS, this Agreement is required as a condition of approval by the City of Encinitas of a subdivision project as defined in Section 21065 of the Public Resources code and pursuant to City of Encinitas Municipal Code Section 24.16.060 and Section 24.29.040; and WHEREAS, Developer is the owner of certain real property being subdivided and developed as TM 00-086 that will use and enjoy the benefit of said road easement(s). A complete legal description of said real property is attached, labelled Exhibit A , and incorporated by reference. Said real property is hereinafter referred to as the "property"; and WHEREAS, it is the desire of the Developer that said private road be maintained in a safe and usable condition by the lot owners; and WHEREAS, it is the desire of the Developer to establish a method for the maintenance and repair of said private road easement and for the apportionment of the expense of such maintenance and repair among existing and future lot owners; and WHEREAS, it is the intention of the Developer that this Agreement constitute a covenant running with the land, binding upon each successive lot owner of all or any portion of the property. NOW THEREFORE, IT IS HEREBY AGREED AS FOLLOWS: .1. The property is benefited by this Agreement, and present and successive lot owners of all or any portion of the property are expressly bound hereby for the benefit of the land. 2. The cost and expense of maintaining the private road easement shall be divided equally among the subdivided parcels created in the subdivision and paid by the lot owner of the heirs, assigns and successors in interest or each such owner. 3. In the event any of the herein described parcels of land are subdivided further, the lot owners, heirs, assigns and successors in interest of each such newly created parcel shall be liable under this Agreement for their then pro rata share of expenses and such pro rata shares of expenses shall be computed to reflect such newly created parcels. 4. The repairs and maintenance to be performed under this Agreement shall be limited to the following unless the consent for additional work is agreed to by a majority vote of the lot owners owning 100% of the number of parcels, including subdivisions thereof as described in Paragraph 3 above: reasonable and normal road improvement and maintenance work to adequately maintain said private road easement to permit all-weather access and conveyance of storm flows. Repairs and maintenance under this Agreement shall include, but is not limited to, filling of chuckholes, repairing cracks, repairing and resurfacing of roadbeds, repairing and maintaining drainage structures, removing debris, maintaining signs, markers, striping and lighting, if any, and other work reasonably necessary and proper to repair and preserve the easement for all-weather road purposes. 5. If there is a covenant, agreement, or other obligation imposed as a condition of subdivision approval to make private road improvements to the private road easement, the obligation to repair and maintain the private road easement as herein set forth shall commence when the private road improvements have been completed and approved by the City. 6. Any extraordinary repair required to correct damage to said road easement that results from action taken or contracted for by lot owners or their successors in interest shall be paid for by the party taking action or party contracting for work which caused the necessity for the extraordinary repair. The repair shall be such as to restore the road easement to the condition existing prior to said damage. 7. It is agreed that Developer is initially the agent to contract and oversee and do all acts necessary to accomplish the repairs and maintenance required and/or authorized under this Agreement. Developer further agrees that the agent may at any time be replaced at the direction of a majority of the lot owners. Repair and maintenance work on the private road easement shall be commenced when a majority of the lot owners agree in writing that such work is needed. The agent shall obtain three bids from licensed contractors and shall accept the lowest of said three bids and shall then initiate the work. The agent shall be paid for all costs incurred including a reasonable compensation for the agent's services, and such costs shall be added to and paid as a part of the repair and maintenance costs; provided, however, that compensation for the agent's services shall in no event exceed an amount equivalent to 10% of the actual cost of repairs and maintenance performed. In performing his duties, the agent, as he anticipates the need for funds, shall notify the parties and each party shall within forty-five (45) days pay the agent, who shall maintain a trustee account and also maintain accurate accounting records which are to be available for inspection by any party or authorized agent upon reasonable request. All such records shall be retained by the agent for a period of five years. 8. Should any lot owner fail to pay the pro rata share of costs and expenses as provided in this Agreement, then the agent or any lot owner or owners shall be entitled without further notice to institute legal action for the collection of funds advanced on behalf of such lot owner in accordance with the provisions of California Civil Code Section 845, and shall be entitled to recover in such action in addition to the funds advanced, interest thereon at the current prime rate of interest, until paid, all costs and disbursements of such action, including such sum or sums as the Court may fix as and for a reasonable attorneys fees. 9. Any liability of the lot owners for personal injury to the agent hereunder, or to any worker employed to make repairs or provide maintenance under this Agreement, or to third persons, as well as any liability of the lot owners for damage to the property of agent, or any such worker, or of any third persons, as a result of or arising out of repairs and maintenance under this Agreement, shall be borne, as between the lot owners in the same percentages as they bear the costs and expenses of such repairs and maintenance. Each lot owner shall be responsible for and maintain his own insurance, if any. By this Agreement, the Developer does not intend to provide for the sharing of liability with respect to personal injury or property damage other than that attributable to the repairs and maintenance undertaken under this Agreement. Each of the lot owners agrees to indemnify the others from any and all liability for injury to himself or damage to his property when such injury or damage results from, arises out of, or is attributable to any maintenance or repairs undertaken pursuant to this Agreement. 10. Lot owners shall jointly and severally defend and indemnify and hold harmless City, City's engineer and its consultants and each of its officials, directors, officers, agents and employees from and against all liability, claims, damages, losses, expenses, personal injury and other costs, including costs of defense and attorney's fees, to the agent hereunder or to any lot owner, any contractor, any subcontractor, any user of the road easement, or to any other third persons arising out of or in any way related to the use of, repair or maintenance of, or the failure to repair or maintain the private road easement. Nothing in the Agreement, the specifications or other contract documents or City's approval of the plans and specifications or inspection of the work is intended to include a review, inspection acknowledgement of a responsibility for any such matter, and City, City's engineer and its consultants, and each of its officials, directors, officers, employees and agents, shall have no responsibility or liability therefore. 11. The foregoing covenants shall run with the land and shall be deemed to be for the benefit of the land of each of the lot owners and each and every person who shall at anytime own all or any portion of the property referred to herein. 12. It is understood and agreed that the covenants herein contained shall be binding on the heirs, executors, administrators, successors, and assignees of each of the lot owners. 13. It is the purpose of the signatories hereto that this instrument be recorded to the end and intent that the obligation hereby created shall be and constitute a covenant running with the land and any subsequent purchaser of all or any portion thereof, by acceptance of delivery of a deed and/or conveyance regardless of form, shall be deemed to have consented to and become bound by these presents, including without limitation, the right of any person entitled to enforce the terms of this Agreement to institute legal action as provided in Paragraph 8 hereof, such remedy to be cumulative and in addition to other remedies provided in this Agreement and to all other remedies at law or in equity. 14. The terms of this Agreement may be amended in writing upon majority approval of the lot owners and consent of the City. 15. This Agreement shall be governed by the laws of the State of California. 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. 16. If the Property constitutes a "Common Interest Development" as defined in California Civil Code Section 1351(c) which will include membership in or ownership of an "Association" as defined in California Civil Code Section 1351(a), anything in this Agreement to the contrary notwithstanding, the following provisions shall apply at and during such time as (i) the Property is encumbered by a "Declaration" (as defined in California Civil Code Section 1351(h), and (ii) the Common Area of the property (including the private road easement) is managed and controlled by an Association: (a) The Association, through its Board of Directors, shall repair and maintain the private road easement and shall be deemed the "agent" as referred to in Paragraph 7 above. The Association, which shall not be replaced except by amendment to the Declaration, shall receive no compensation for performing such duties. The costs of such maintenance and repair shall be assessed against each owner and his subdivision interest in the Property pursuant to the Declaration. The assessments shall be deposited in the Association's corporate account. (b) The provisions in the Declaration which provide for assessment liens in favor of the Association and enforcement thereof shall supersede Paragraph 8 of the Agreement in its entirety. No individual owners shall have the right to alter, maintain or repair any of the Common Area (as defined in California Civil Code Section 1351(b) in the Property except as may be allowed by the Declaration. (c) This Agreement shall not be interpreted in any manner which reduces or limits the Association's rights and duties pursuant to its Bylaws and Declaration. IN WITNESS WHEREOF,the parties have executed this Agreement on the �1 -- day of 1 2001. Developer: (Print name:) I V (Print name:) JOAN D. KERR, JR. Signature of DEVELOPER must be notarized. Attach the appropriate acknowledgement. STATE OF CALIFORNIA ) _ ) ss. COUNTY OF�'----V-IN Lv J �y trc Yr,1,- personally appeared On � before me, �':*\V' a. TV sonafly-known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name(s) are/is subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity, 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. WITNESS my hand and official seal. Signature CoffM KAVANAGH Commission#1153133 z Notary Public-California � i San Diego County y t:�y Comm Exp res Sep 6,?001 • ,i � _5 N � � ...S is .,. 1 w .. h h 4) N •N O w .� w w th h b +p b w � W N �+ ►. �' r f' .. o $ `` ) ►• � try. . ` O _ O (A; ,v O Obi ..._ _�_ � •�' w 3 Oi .` NJ 1 1Z y� ' o �i "N, ,,`�. 11 i 1 V EXHIBIT `A' TM 00-086 LEGAL DESCRIPTION Lots 6, 23, and 24 of City of Encinitas Tract No. 99-137 in the City of Encinitas, County of San Diego, State of California, according to the Map thereof No. 13998, filed in the Office of the County Recorder of San Diego County July 11, 2000; together with Parcel 1 of lot line adjustment per Certificate of Compliance rec. March 28, 2001 as file No. 200-01809 HE CIE!1 r .�T "C TiT fit IINAIL iii i H HI_I D C Recording Requested by: AS RECORDED Clt-; JI(JI I I )nol L 11 City J- Engineer DOCUMENT NUMBER 1REGURY J. SMITH, IMUNITY IRE101RDER When Recorded Mail To: boffil DIEGO GL00J$1T/ RLECOR)IEV'3 C. TJ- 1.LME; 4:45 PM City Clerk City of Encinitas 505 S. Vulcan Avenue Pnrinptnq. CA q2n24 SPACE ABOVE FOR RECORDER' S USE COVENANT REGARDING REAL PROPERTY: PRIVATE IMPROVEMENTS REQUIRED AS CONDITION ON FINAL APPROVAL OF SUBDIVISION OF REAL PROPERTY. Assessor's Parcel No. 254-614-01 , 02 & 05 Project No.: TM 00-086 W.O.No.: 6689-FM A. D . Horton, San Diego Holding Company, Inc. , a California CoKporation (SUBDIVIDER" hereinafter) is the owner of real property which is commonly known as TM 00-086 ("PROPERTY" hereinafter) and which is described as follows: See Exhibit A which is attached hereto and made a part hereof. B. The tentative subdivision of the PROPERTY was approved with the final approval subject to certain conditions requiring the construction of private improvements by SUBDIVIDER. SUBDIVIDER has applied for final approval of the subdivision but has not constructed the required private improvements. In consideration of the final approval of the subdivision of the PROPERTY by the City of Encinitas ("CITY" hereinafter) , SUBDIVIDER hereby covenants and agrees for the benefit of CITY, to do the following: See Exhibit B which is attached hereto and made a part hereof. C. This Covenant shall run with the land and be binding upon and inure to the benefit of the future owners, encumbrances, successors, heirs, personal representatives, transferees and assigns of the respective parties. D. SUBDIVIDER agrees that SUBDIVIDER's duties and obligations under this Covenant are a lien upon the PROPERTY. Upon notice and opportunity to respond, CITY may add to the property tax bill of the PROPERTY any past due financial obligation owing to CITY by way of this Covenant. E. If either party is required to incur costs to enforce the provisions of this Covenant, the prevailing party shall be entitled to full reimbursement of all costs, including reasonable attorneys fees, from the other party. F. Failure of SUBDIVIDER to comply with the terms of this Covenant shall constitute consent to the filing by CITY of a Notice of Violation of Covenant. G. Upon SUBDIVIDER's satisfactory completion of SUBDIVIDER's duties and obligations contained herein, SUBDIVIDER may request and CITY shall execute a Satisfaction of Covenant. H. By action of the City Council, CITY may assign to a person or persons impacted by the performance of this Covenant, the right to enforce this Covenant against SUBDIVIDER. ACCEPTED AND AGREED: DEVELOPER JOHN D. KERR, JR. Dated Dated (Notarization of OWNER signature is attached.) CITY OF ENCINITAS By - ��- � Dated Alan D. Archibald Director of Engineering Services (Notarization not required) STATE OF CALIFORNIA ) _ ) ss. COUNTY OF On �� `� before me, � �'"�-`�`� personally appeared personally-known to me (or proved to me on the basis of satisfactory evidence)to be the person whose name(s) arelis subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity, 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. WITNESS my hand and offici seal. Signature �._. r (SEAL) COLE rE KAVANAGH :. Commission# 1153133 Z ..v Notary Pubiic-Colifomia t ` x San Diego Cou�2(0301 Comm.i✓p res Se ATTACHMENT A TO COVENANT REGARDING REAL PROPERTY: PRIVATE IMPROVEMENTS REQUIRED AS CONDITION ON FINAL APPROVAL OF SUBDIVISION OF REAL PROPERTY. PROJECT NO. TM 00-086 PROPERTY DESCRIPTION Lots 6, 23, and 24 of City of Encinitas Tract No. 99-137 in the City of Encinitas, County of San Diego, State of California, according to the Map thereof No. 13998, filed in the Office of the County Recorder of San Diego County July 11, 2000; together with Parcel 1 of lot line adjustment per Certificate of Compliance rec. March 28, 2001 as file No. 200-01809 ATTACHMENT B TO COVENANT REGARDING REAL PROPERTY: PRIVATE IMPROVEMENTS REQUIRED AS CONDITION ON FINAL APPROVAL OF SUBDIVISION OF REAL PROPERTY. PROJECT NO. TM 00-086 SUBDIVIDER's DUTIES AND OBLIGATIONS Name of SUBDIVIDER: DR. Horton Tract or Parcel Map Number TM 00-086 Name of subdivision: South Mesa, 5000 SF Lots Resolution of Approval Number: 2000-82 Adopted: 12/14/2000 Estimated total cost of improvements: $ 1,346,700.00 1.0 IMPROVEMENTS REQUIRED 1.1 SUBDIVIDER agrees at SUBDIVIDER's own cost and expense to furnish all the labor, equipment and materials to perform and complete, in accordance with the plans and specifications and to the satisfaction and approval of the City Engineer, all of the private improvements referred to below: Grading plan drawing no. 6689-G sheets 1 through (v dated-I/30/0t and prepared by_SB&O as approved on 5/2z/p by the City Engineer together with any subsequent amendments approved in writing by the City Engineer; on file with CITY in City Engineer's office and incorporated herein as though fully set forth at length. 1.2 Further, SUBDIVIDER agrees to perform the following conditions: All improvements, conditions and work pursuant to Conditions of Approval for TM 00-086 2.0 PROGRESS OF WORK 2.1 Time is of the essence with this Covenant. SUBDIVIDER shall commence substantial construction of the private improvements required by this Covenant no later than 1� & t/ 03 and shall complete the private improvements no later than Co/ ► /04. In the event good cause exists, as determined by the City Engineer, the time for commencement of construction or completion of the private improvements hereunder may be extended. Any such extension may be granted without notice to SUBDIVIDER's Surety or Sureties, if any, and shall in no way affect the validity of this Covenant or release the Surety or Sureties on any security given f or the faithful performance of this Covenant. The City Engineer shall be the sole and final judge as to whether or not good cause has been shown to entitle SUBDIVIDER to an extension. As a condition of such extensions, the City Engineer may require SUBDIVIDER to furnish new security guaranteeing performance of this Covenant, as extended, in an increased amount as necessary to compensate for any increase in construction costs as determined by the City Engineer. 2.2 If any of the private improvements are to be constructed or installed on land not owned by SUBDIVIDER, no construction or installation shall be commenced prior to SUBDIVIDER demonstrating to CITY that SUBDIVIDER has acquired the appropriate property interests. 2.3 SUBDIVIDER shall, at SUBDIVIDER's expense, obtain all necessary permits and licenses for the construction of the private improvements and give all necessary notices and pay all fees and taxes required by law. 2.4 SUBDIVIDER shall notify the City Engineer in writing at least 15 days prior to the commencement of work hereunder. No construction work shall begin until authorized by CITY. 2.5 SUBDIVIDER shall not be entitled to obtain occupancy permits for the buildings constructed on any lot created by the subdivision until all required improvements have been provided to the satisfaction of the City Engineer. 2.6 SUBDIVIDER shall at all times maintain safe construction facilities, and provide safe access, for inspection CITY, to all parts of the work and to the shops wherein the work is in preparation. 2.7 SUBDIVIDER shall give good and adequate warning to the public to each and every existing danger relating to the construction of the private improvements, and shall protect the public from such dangers. 3.0 INSPECTION/APPROVAL OF IMPROVEMENTS 3.1 The City Engineer or his duly authorized representative, upon request of SUBDIVIDER, shall inspect, at SUBDIVIDER's expense the private improvements herein agreed to be constructed and installed by SUBDIVIDER. If determined to be in accordance with applicable CITY standards and the other terms of this Covenant, the City Engineer shall approve the improvements. 3.2 SUBDIVIDER agrees to pay for each inspection of the improvements required by the City Engineer. 3.3 Approval of the private improvements by CITY, shall not constitute a waiver by CITY of any defects in the improvements. 3.4 Until such time as the private improvements required by this Covenant are fully completed by SUBDIVIDER and approved by the City Engineer. SUBDIVIDER will be responsible for the care, maintenance, repair and replacement of such private improvements. 4.0 HOLD HARMLESS 4.1 SUBDIVIDER agrees to indemnify and hold CITY and CITY's officers, officials, employees, and agents harmless from, and against any and all liabilities. claims, demands. causes of action, losses, damages and costs, including all costs of defense thereof, arising out of, or in any manner connected directly or indirectly with, any acts or omissions of SUBDIVIDER or SUBDIVIDER's agents, employees, subcontractors, officials, officers or representatives. Upon demand. SUBDIVIDER shall, at its own expense, defend CITY and CITY's officers, officials, employees and agents, from and against any and all such liabilities, claims, demands, causes of action, losses, damages and costs. 4.2 SUBDIVIDER's obligation herein includes, but is not limited to, alleged defects in the plans, specifications and design of the private improvements; but does not extend to liabilities, claims, demands, causes of action, losses, damages or costs that arise out of a defect in the plans, specifications or design that is a result of a change required by CITY to SUBDIVIDER's proposed plans, specifications or design so long as such change is objected to, in writing, by SUBDIVIDER, and the writing is filed with the City Engineer more than ten days prior to the commencement of work. 4.3 SUBDIVIDER's obligation herein includes, but is not limited to, alleged defects in the construction of the private improvements; alleged defects in the materials furnished in the construction of the private improvements; alleged injury to persons or property; alleged inverse condemnation of property or a consequence of the design, construction, or maintenance of the work or the private improvements; and any accident, loss or damage-to the work or the private improvements prior to the approval of the construction of the private improvements by CITY. 4.4 By approving the improvement plans, specifications and design or by inspecting or approving the private improvements, CITY shall not have waived the protections afforded herein to CITY and CITY's officers, officials, employees and agents or diminished the obligation of SUBDIVIDER who shall remain obligated in the same degree to indemnify and hold CITY and CITY's officers, officials, employees and agents, harmless as provided above. 4.5 SUBDIVIDER's obligation herein does not extend to liabilities, claims, demands, causes of action. losses, damages or costs that arise out of CITY's intentional wrongful acts, CITY's violations of law. or CITY's sole active negligence. 5.0 INSURANCE 5.1 SUBDIVIDER shall obtain and maintain a policy of motor vehicle liability, public liability, general liability and property damage insurance from an insurance company approved by CITY and authorized to do business in the State of California, in an insurable amount of not less than one million dollars ($1,000,000.00) for each occurrence. The insurance policy shall provide that the policy shall remain in force during the life of this COVENANT and shall not be cancelled, terminated, or allowed to expire without thirty (30) days prior written notice to CITY from the insurance company. 5.2 CITY shall be named as an additional insured on SUBDIVIDER's policies. 5.3 SUBDIVIDER shall furnish certificates of said insurance to CITY prior to commencement of work under this AGREEMENT. 6.0 REPAIR, MAINTENANCE AND REPLACEMENT As a condition on the approval by CITY of the satisfactory construction of the private improvements, SUBDIVIDER shall prepare, have executed. and record a covenant, in a form satisfactory to CITY, whereby property owners who will be served by the private improvements will be obligated to provide for the repair, maintenance and replacement of the private improvements and to indemnify and hold CITY and CITY's officers, officials, employees and agents, harmless. 7.0 NOTICES 7.1 Any notices to be given under this COVENANT, or otherwise, shall be served by certified mail. 7.2 For the purposes hereof, unless otherwise provided in writing by the parties hereto, the address of CITY and the proper person to receive any such notice on its behalf is: City Engineer City of Encinitas 505 S. Vulcan Avenue Encinitas, CA 92024 and the address of SUBDIVIDER and the proper person to receive any such notice on its behalf is: 8.0 SUBDIVIDER's CERTIFICATION OF AWARENESS OF IMMIGRATION REFORM AND CONTROL ACT OF 1986 SUBDIVIDER certifies that SUBDIVIDER is aware of the requirements of the Immigration Reform and Control Act of 1986 (8 USC SS 1101-1525) and will comply with these requirements, including but not limited to verifying the eligibility for employment of all agents, employees, subcontractors and consultants that are included in, satisfy the duties and obligations contained herein. 9.0 GENERAL PROVISIONS 9.1 Neither SUBDIVIDER nor, any of SUBDIVIDER's agents or contractors are or shall be considered to be agents of CITY in connection with the performance of SUBDIVIDER's duties and obligations under this Covenant. 9.2 Sale or other disposition of the PROPERTY will not relieve SUBDIVIDER from the duties and obligations set forth herein. 9.3 SUBDIVIDER shall provide the improvements as an independent contractor and in pursuit of SUBDIVIDER's independent calling, and not as an employee of CITY. SUBDIVIDER shall not be under control of CITY except as to the result to be accomplished. SUBDIVIDER may confer with CITY as required to perform this Covenant. 9.4 No verbal agreement or conversation with any officer, official, agent or employee of CITY, either before, during or after the execution of this Covenant, shall effect or modify any of the terms or obligations herein contained. J Li Recording Requested by: L N� t J u-, City Engineer 0h, Fi'i f"'D When Recorded Mail To: City Clerk City of Encinitas 505 S. Vulcan Avenue Fnninotn-, (.A q9n94 SPACE ABOVE FOR RECORDER' S USE COVENANT REGARDING REAL PROPERTY: IMPROVEMENTS REQUIRED AS CONDITION ON FINAL APPROVAL OF SUBDIVISION OF REAL PROPERTY. Assessor's Parcel No. 254-614-01 , 02 & 05 Project No.: TM 00-086 W.O.No.: 6689-FM A. D.R. Horton, San Diego Holding Company, Inc. , a California Corporation (SUBDIVIDER" hereinafter) is the owner of real property which is commonly known as TM 00- 086 ("PROPERTY" hereinafter) and which is described as follows: See Exhibit A which is attached hereto and made a part hereof. B. The tentative subdivision of the PROPERTY was approved with the final approval subject to certain conditions requiring the construction of public improvements by SUBDIVIDER. SUBDIVIDER has applied for final approval of the subdivision but has not constructed the required public improvements. In consideration of the final approval of the subdivision of the PROPERTY by the City of Encinitas ("CITY" hereinafter) , SUBDIVIDER hereby covenants and agrees for the benefit of CITY, to do the following: See Exhibit B which is attached hereto and made a part hereof. C. This Covenant shall run with the land and be binding upon and inure to the benefit of the future owners, encumbrances, successors, heirs, personal representatives, transferees and assigns of the respective parties. D. SUBDIVIDER agrees that SUBDIVIDER's duties and obligations under this Covenant are a Tien upon the PROPERTY. Upon notice and opportunity to respond, CITY may add to the property tax bill of the PROPERTY any past due f financial obligation owing to CITY by way of this Covenant. E. If either party is required to incur costs to enforce the provisions of this Covenant, the prevailing party shall be entitled to full reimbursement of all costs, including reasonable attorneys fees, from the other party. F. Failure of SUBDIVIDER to comply with the terms of this Covenant shall constitute consent to the filing by CITY of a Notice of Violation of Covenant. G. Upon SUBDIVIDER's satisfactory completion of SUBDIVIDER's duties and obligations contained herein, SUBDIVIDER may request and CITY shall execute a Satisfaction of Covenant. H. By action of the City Council, CITY may assign to a person or persons impacted by the performance of this Covenant, the right to enforce this Covenant against SUBDIVIDER. ACCEPTED AND AGREED: DEVELOPER —t) , J-T Dated JOHN D. KERR, JR. Dated (Notarization of OWNER signature is attached.) CITY OF ENCINITAS by Dated 1p ` ©� Alan D. Archibald Director of Engineering Services (Notarization not required) STATE OF CALIFORNIA ) ) ss. COUNTY OFD- ` ) On 1 " I before me, t--'ry - personally appeared personally-known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name(s) are/is subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity, 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. WITNESS my hand and official seal. Signature - �- "` � "`—°' (SEAL) KAVANAGH �. Commomm ississi on# 1 153 133 >� Notary Public-Coiifomio€ Son Diego County My Comm Exp ms Sep 6,2001 i M"Z ATTACHMENT A TO COVENANT REGARDING REAL PROPERTY: IMPROVEMENTS REQUIRED AS CONDITION ON FINAL APPROVAL OF SUBDIVISION OF REAL PROPERTY. PROJECT NO. TM 00-086 PROPERTY DESCRIPTION Lots 6, 23, and 24 of City of Encinitas Tract No. 99-137 in the City of Encinitas, County of San Diego, State of California, according to the Map thereof No. 13998, filed in the Office of the County Recorder of San Diego County July 11 , 2000; together with Parcel 1 of lot line adjustment per Certificate of Compliance rec. March 28, 2001 as file No. 200-01809 ATTACHMENT B TO COVENANT REGARDING REAL PROPERTY: PUBLIC IMPROVEMENTS REQUIRED AS CONDITION ON FINAL APPROVAL OF SUBDIVISION OF REAL PROPERTY. PROJECT NO. TM 00-086 SUBDIVIDER's DUTIES AND OBLIGATIONS Name of SUBDIVIDER: DR HORTON. Tract or Parcel Map Number TM 00-086 Name of subdivision: South Mesa 5000 SF Lots Resolution of Approval Number: 2000-82 Adopted: 12/14/2000 Estimated total cost of improvements: $36,294.00 1.0 IMPROVEMENTS REQUIRED 1.1 SUBDIVIDER agrees at SUBDIVIDER's own cost and expense to furnish all the labor, equipment and materials to perform and complete, in accordance with the plans and specifications and to the satisfaction and approval of the City Engineer, all of the private improvements referred to below: Improvement plan drawing no. 6689-1/ES 367 sheets 1 through l _dated 30 0+and prepared by, as approved on CP A/o i by the City Engineer together with any subsequent amendments approved in writing by the City Engineer; on file with CITY in City Engineer's office and incorporated herein as though fully set forth at length. 1.2 Further, SUBDIVIDER agrees to perform the following conditions: All improvements, conditions and work pursuant to Conditions of Approval for TM 00-086 2.0 PROGRESS OF WORK 2.1 Time is of the essence with this Covenant. SUBDIVIDER shall commence substantial construction of the private improvements required by this Covenant no later than A r e► (wand shall complete the private improvements na later than 4/k / -t-4 In the event good cause exists, as determined by the City Engineer, the time for commencement of construction or completion of the private improvements hereunder may be extended. Any such extension may be granted without notice to SUBDIVIDER's Surety or Sureties, if any, and shall in no way affect the validity of this Covenant or release the Surety or Sureties on any security given f or the faithful performance of this Covenant. The City Engineer shall be the sole and final judge as to whether or not good cause has been shown to entitle SUBDIVIDER to an extension. As a condition of such extensions, the City Engineer may require SUBDIVIDER to furnish new security guaranteeing performance of this Covenant, as extended, in an increased amount as necessary to compensate for any increase in construction costs as determined by the City Engineer. 2.2 If any of the private improvements are to be constructed or installed on land not owned by SUBDIVIDER, no construction or installation shall be commenced prior to SUBDIVIDER demonstrating to CITY that SUBDIVIDER has acquired the appropriate property interests. 2.3 SUBDIVIDER shall, at SUBDIVIDER's expense, obtain all necessary permits and licenses for the construction of the private improvements and give all necessary notices and pay all fees and taxes required by law. 2.4 SUBDIVIDER shall notify the City Engineer in writing at least 15 days prior to the commencement of work hereunder. No construction work shall begin until authorized by CITY. 2.5 SUBDIVIDER shall not be entitled to obtain occupancy permits for the buildings constructed on any lot created by the subdivision until all required improvements have been provided to the satisfaction of the City Engineer. 2.6 SUBDIVIDER shall at all times maintain safe construction facilities, and provide safe access, for inspection CITY, to all parts of the work and to the shops wherein the work is in preparation. 2.7 SUBDIVIDER shall give good and adequate warning to the public to each and every existing danger relating to the construction of the private improvements, and shall protect the public from such dangers. 3.0 INSPECTION/APPROVAL OF IMPROVEMENTS 3.1 The City Engineer or his duly authorized representative, upon request of SUBDIVIDER, shall inspect, at SUBDIVIDER's expense the private improvements herein agreed to be constructed and installed by SUBDIVIDER. If determined to be in accordance with applicable CITY standards and the other terms of this Covenant, the City Engineer shall approve the improvements. 3.2 SUBDIVIDER agrees to pay for each inspection of the improvements required by the City Engineer. 3.3 Approval of the private improvements by CITY, shall not constitute a waiver by CITY of any defects in the improvements. 3.4 Until such time as the private improvements required by this Covenant are fully completed by SUBDIVIDER and approved by the City Engineer. SUBDIVIDER will be responsible for the care, maintenance, repair and replacement of such private improvements. 4.0 HOLD HARMLESS 4.1 SUBDIVIDER agrees to indemnify and hold CITY and CITY's officers, officials, employees, and agents harmless from, and against any and all liabilities. claims, demands. causes of action, losses, damages and costs, including all costs of defense thereof, arising out of, or in any manner connected directly or indirectly with, any acts or omissions of SUBDIVIDER or SUBDIVIDER's agents, employees, subcontractors, officials, officers or representatives. Upon demand SUBDIVIDER shall, at its own expense, defend CITY and CITY's officers, officials, employees and agents, from and against any and all such liabilities, claims, demands, causes of action, losses, damages and costs. 4.2 SUBDIVIDER's obligation herein includes, but is not limited to, alleged defects in the plans, specifications and design of the private improvements; but does not extend to liabilities, claims, demands, causes of action, losses, damages or costs that arise out of a defect in the plans, specifications or design that is a result of a change required by CITY to SUBDIVIDER's proposed plans, specifications or design so long as such change is objected to, in writing, by SUBDIVIDER, and the writing is filed with the City Engineer more than ten days prior to the commencement of work. 4.3 SUBDIVIDER's obligation herein includes, but is not limited to, alleged defects in the construction of the private improvements; alleged defects in the materials furnished in the construction of the private improvements; alleged injury to persons or property; alleged inverse condemnation of property or a consequence of the design, construction, or maintenance of the work or the private improvements; and any accident, loss or damage to the work or the private improvements prior to the approval of the construction of the private improvements by CITY. 4.4 By approving the improvement plans, specifications and design or by inspecting or approving the private improvements, CITY shall not have waived the protections afforded herein to CITY and CITY's officers, officials, employees and agents or diminished the obligation of SUBDIVIDER who shall remain obligated in the same degree to indemnify and hold CITY and CITY's officers, officials, employees and agents, harmless as provided above. 4.5 SUBDIVIDER's obligation herein does not extend to liabilities, claims, demands, causes of action. losses, damages or costs that arise out of CITY's intentional wrongful acts, CITY's violations of law or CITY's sole active negligence. 5.0 INSURANCE 5.1 SUBDIVIDER shall obtain and maintain a policy of motor vehicle liability, public liability, general liability and property damage insurance from an insurance company approved by CITY and authorized to do business in the State of California, in an insurable amount of not less than one million dollars ($1,000,000.00) for each occurrence. The insurance policy shall provide that the policy shall remain in force during the life of this COVENANT and shall not be cancelled, terminated, or allowed to expire without thirty (30) days prior written notice to CITY from the insurance company. 5.2 CITY shall be named as an additional insured on SUBDIVIDER's policies. 5.3 SUBDIVIDER shall furnish certificates of said insurance to CITY prior to commencement of work under this AGREEMENT. 6.0 REPAIR, MAINTENANCE AND REPLACEMENT As a condition on the approval by CITY of the satisfactory construction of the private improvements, SUBDIVIDER shall prepare, have executed. and record a covenant, in a form satisfactory to CITY, whereby property owners who will be served by the private improvements will be obligated to provide for the repair, maintenance and replacement of the private improvements and to indemnify and hold CITY and CITY's officers, officials, employees and agents, harmless. 7.0 NOTICES 7.1 Any notices to be given under this COVENANT, or otherwise, shall be served by certified mail. 7.2 For the purposes hereof, unless otherwise provided in writing by the parties hereto, the address of CITY and the proper person to receive any such notice on its behalf is: City Engineer City of Encinitas 505 S. Vulcan Avenue Encinitas, CA 92024 and the address of SUBDIVIDER and the proper person to receive any such notice on its behalf is: DR. Horton Custom Homes 1010 S. Coast Highway 101 Encinitas, CA 92024 8.0 SUBDIVIDER's CERTIFICATION OF AWARENESS OF IMMIGRATION REFORM AND CONTROL ACT OF 1986 SUBDIVIDER certifies that SUBDIVIDER is aware of the requirements of the Immigration Reform and Control Act of 1986 (8 USC SS 1101-1525) and will comply with these requirements, including but not limited to verifying the eligibility for employment of all agents, employees, subcontractors and consultants that are included in, satisfy the duties and obligations contained herein. 9.0 GENERAL PROVISIONS 9.1 Neither SUBDIVIDER nor any of SUBDIVIDER's agents or contractors are or shall be considered to be agents of CITY in connection with the performance of SUBDIVIDER's duties and obligations under this Covenant. 9.2 Sale or other disposition of the PROPERTY will not relieve SUBDIVIDER from the duties and obligations set forth herein. 9.3 SUBDIVIDER shall provide the improvements as an independent contractor and in pursuit of SUBDIVIDER's independent calling, and not as an employee of CITY. SUBDIVIDER shall not be under control of CITY except as to the result to be accomplished. SUBDIVIDER may confer with CITY as required to perform this Covenant. 9.4 No verbal agreement or conversation with any officer, official, agent or employee of CITY, either before, during or after the execution of this Covenant, shall effect or modify any of the terms or obligations herein contained. Recording Requested By: T C:JC!l 17 M [71, ., City Planner 1fR When Recorded Mail To: City Clerk City of Encinitas 505 South Vulcan Avenue Encinitas, CA 92024 SPACE ABOVE FOR RECORDERS USE COVENANT REGARDING REAL PROPERTY FUTURE PARK,TRAFFIC,AND FLOOD CONTROL FEES Assessor's Parcel Number:254-614-01 , 02 & 05 Project No.: TM 00-086 W.O.No.: 6689-FM A. D . Horton, San Diego Holding Company, Inc. , a California Corporation ("OWNER" hereinafter) is the owner of real property which is commonly known as TM 00-086 ("PROPERTY" hereinafter) and which is legally described as follows: See Attachment "A" which is attached hereto and made a part hereof. B. In consideration of Final Map approval for the above referenced project by the City of Encinitas ("CITY" hereinafter), OWNER hereby covenants and agrees for the benefit of CITY, to do the following: See Attachment "B" which is attached hereto and made a part hereof. C. This Covenant shall run with the land and be binding upon and inure to the benefit of the future owners, encumbrancers, successors, heirs, personal representatives, transferees and assigns of the respective parties. D. OWNER agrees that OWNER's duties and obligations under this Covenant are a lien upon the PROPERTY. Upon notice and opportunity to respond, CITY may add to the property tax bill of the PROPERTY any past due financial obligation owing to CITY by way of this Covenant. E. If either party is required to incur costs to enforce the provisions of this Covenant, the prevailing party shall be entitled to full reimbursement of all costs, including reasonable attorney's fees, from the other party. F. Failure of the OWNER to comply with the terms of this Covenant shall constitute consent to the filing by CITY of a Notice of Violation of Covenant. Covxxxxx G. Upon OWNER's satisfaction of OWNER's duties and obligations contained herein, OWNER may request and CITY shall execute a"Satisfaction of Covenant". H. By action of the City Council, CITY may assign to a person or persons impacted by the performance of this Covenant,the right to enforce this Covenant against OWNER. ACCEPTED AND AGREED: OWNERS 1Q Dated JOHN D. KERR, JR. Dated Dated (Notarization of OWNER signature is attached) ATTACH NOTARY HERE CITY OF ENCINITAS / Dated -3-4, S�' (Notarization not equired) Bill Weedman, City Planner STATE OF CALIFORNIA ) ss. COUNTY OF On �' ��` before me, �- ,`'�- -. - personally appeared 7 -�h V-1 D . 1 j v personally'known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name(s) are/is subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity, 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. WITNESS my hand and official seal. Signature �-__-` 1= - �."°�` EAL) COLETTE KAVANAGH .. Commission# 7753133 Notary Public-California. San Diego County My Comm.Expires Sep 6,2001 ATTACHMENT "A" TO COVENANT REGARDING REAL,PROPERTY PROJECT NO.TM 00-086 Lots 6, 23, and 24 of City of Encinitas Tract No. 99-137 in the City of Encinitas, County of San Diego, State of California, according to the Map thereof No. 13998, filed in the Office of the County Recorder of San Diego County July 11 , 2000; together with Parcel 1 of lot line adjustment per Certificate of Compliance rec. March 28, 2001 as file No. 200-01809 PROPERTY DESCRIPTION ATTACHMENT "B" TO COVENANT REGARDING REAL PROPERTY PROJECT NO. TM 00-086 OWNER'S DUTIES AND OBLIGATIONS A. In accordance with Municipal Code Chapter 23.98 in effect at time of fees being paid,park fees for the development shall be paid prior to Final Occupancy approval. B. In accordance with the Municipal Code Chapter 23.94 in effect at time of fees being paid, traffic fees for the development shall be paid prior to Final Occupancy approval. C. In accordance with the Municipal Code Chapter 23.96 in effect at time of fees being paid, flood control fees shall be assessed and collected during the building permit processing prior to the construction of any impervious surfaces. INTERIM HYDROLOGY & HYDRAULICS REPORT CITY OF ENCINITAS TENTATIVE MAP NO. 00-086 ENCINITAS RANCH - SOUTH MESA 5,000 SQ. FT. LOTS Prepared for: D.R. HORTON 1010 S. COAST HWY. 101, SUITE 101 ENCINITAS, CALIFORNIA 92024 (760) 634-6700 Prepared by: SB&O, INC. 3615 KEARNY VILLA ROAD, SUITE 201 SAN DIEGO, CALIFORNIA 92123 (858) 560-1141 of SB&O JOB NO. 57282.20 ; 71 r PE R. SAFINO 4171 FEBRU 5, 2001 HYDRAULIC COMPARISON F TIMATE Q(100) INTERIM Q(100) DIFFERENCE 39.8 39.6 0.2 7.6 7.6 0.0 49.6 47.3 2.3 28 2.0 1.8 29 0.2 2.1 1.9 0.2 30 4.2 3.7 32 7.9 0.5 7.9 0.0 33 11.0 10.7 0.3 34 13.9 13.9 -0.0 35 24.9 24.9 0.0 36 34.7 34.4 0.3 37 39.4 39.1 0.3 38 84.4 83.9 0.5 39 3.4 2.9 40 7.6 0.5 4 7'1 0.5 1 89.1 88.7 0.4 D:1572821QPROIDrainage.wb3 05-Feb-01 57282.20 o N N U) LL � -q- ,t w (oNLo9O V f- 00 N LL d U MN (oe- .- (oco V C) L6 N � NO h O = U') 00) f- f- 00 - 000) OCDcoMM Z N M N M CM N M N N cM N N M C6 0 LL OOUl0o0) a) (af") 0) cDO * T- d U MCV Ise= a= tiC; v N) CV NCV e= O 2 C> co V MCOMGt) Lf) r- e- Op� Z cMcoc) V McMMChc7chMCich V1 O _ Z 0) f" U) CV) p- V MOOMr- U) Loe- c- ~ r- cl) LoMLf) Z Lf) 00 CC) 0) f*- (D V 0) N V 0000 NN 1�1 MMNNM (hMNNNfC) U) NN a � zv coOf,- aC) M nOOLoo0o0 MMM �- rrc- O U -) LL oOOt- L°n ° LLoU.) O°o0oCDc) c) LV) U.) � (0 LO Vtc) 0) (0 r- co � 0) 0) MM O U � o r') 0) r": Lo0r- 0) x (31 1j 04 0404 poi O N o O O p O O O 0 0 0 0 0 0 0 0 0 LD LO V � z -i-f LL tO0 � 0O VOO � tLO V 0000 (O r- W � � O W O rl Q 0) ON VtiLo N00) CONOO X f- N qT VMcD (D V Co0) Co (DN L� U C2 O04 OONNr- cM 0C700 U) U) U) U) U) Lo U) U7 Lf) Ll) U7 U) U) U7 O U � Lo ") v � U) Lo In Lf) U) � V Lf) Lo O O O O O O O O O O O O O O WN V OMr- C) '44- OOf� M (004 w Q 6 V 00) O CV) 000) r- 00 'T — Lo Q CV — V o0 V VN (6C,5Cj - p LLJ o cr Q Q Q Q Q Q Q Q Q a a a aQ. U w w a d w w w w w w w 'mom w O= Op � � !�- H 00 9 � (nU) (nU) U) U) U) U) U) wof 0 Z a (n QOOULuLL (� 2 — � � � zpa O m LO U) U) lA U) Lo Lo LO Lo U) Lo Lo U) (V n SOUTH MESA-ENCINITAS RANCH-59000 SQ. FT. LOTS 100 & 50 YEAR STORM CITY OF ENCINITAS INTERIM HYDRAULIC CALCULATIONS PIPE BASIN CxA CUMM Ti Tc Tt Td I(100) Q(�pp) PIPE VELOCITY ADDED C x A (MIN) (MIN) (MIN) (MIN) 00 (000 DIA (PIPE FULL) MINIMUM DESIGN LENGTH (FPS) SLOPE(/o) SLOPE(%) (FT) 24 5A 13.14 13.14 17.9 17.9 0.7 18.6 3.0 39.6 30 26 5C 2.20 2.20 14.5 14.5 0.1 14.7 3.4 7.6 8.1 0.93%% 1.83% 362 7 27 5B 0.79 16.13 13.7 18.6 0.1 18.7 2.9 47.3 30 4'3 0.520% 3.83% 53 9.6 1.33/0 1.46% 53 28 5E 0.42 0.42 5.3 5.3 3.5 8.9 4.4 1.8 18 29 5F 0.44 0.44 5.7 5.7 0.7 6.4 4.4 1.9 18 1.0 0.03% 1.00% 45 30 0.86 8.9 3.9 12.8 4.4 3,7 18 1.1 0.03% 1.80% 45 32 5G 2.37 2.37 15.4 15.4 0.1 15.4 3.3 7.9 2.1 0.13% 5.26% 500 33 3.22 15.4 0.2 15.6 3.3 10.7 18 4.4 .0 0.03% 17.70%20 25 34 5H+51 4.26 4.26 15.8 15.8 0.1 15.9 3.3 13.9 18 6'0 1.75% 4.20% 61 35 5J 3.40 7.66 14.3 15.9 0.7 16.6 3.2 24.9 24 7.9 1.1.21% 2.10% 2 36 10.88 16.6 0.4 17.0 3.2 34.4 30 7.0 1.70% 2.20% 325 37 5L 1.69 12.57 14.1 17.0 0.3 17.3 3.1 39.1 30 0.91% 2.00% 160 38 28.70 18.7 0.6 19.3 2.9 83.9 42 8.0 0.91/0 1.00% 145 39 5P+5N 0.94 0.94 17.5 17.5 0.4 17.9 3.1 2.9 8.7 0.70% 1.20% 300 40 50+5M 1.53 2.47 17.5 19.3 0.2 19.5 2.9 7.1 18 1.6 0.07%5% 1.00% 40 41 31.17 19.5 0.5 20.1 2.8 88.7 3.15% 53 42 4.0 0.45% 9.2 0.78% 0.70% 302 NOTE: VELOCITY INDICATED IS FOR THE PIPE FLOWING FULL. IT IS USED TO CALCULATE THE MINIMUM SLOPE. D:1572821QPRO0rainage.wb3 05-Feb-01 j 5728220 I 1U/13/UU U-i: .'16 I-A-IL 760634677U 1) R HUI<IU.\ San Vlego LL)i U U;.1 SENT BY: GtOSOILS, INC. ; 76093i0915; OCT-! )0 4:21PM; PAGE 2 E' vironment'al n I • Geologic Geotechnics 5741 Palmer Way Carlsbad,Califorlila92008 (760)438-3155 FAX(760) S31-0916 October 12, 2000 L W.O. 9958-A-SC D.R. Horton 1010 South Coast Highway 101, SuftQ 101 Encinitas, California 92024 Attention: Mr. Stefan LaCasse Subject; Geotechnicall Review of 5,000 square feet of Lots,, Encinitas Rah,ch, South Mesa project, Encinitas, California l dentaWrojMt.City References. 1) NaeotechnIcal EvWuarion of the Encinitas Ranch,South Mesa, Resi I of Encinitas,wiforni%w W.O. 27ol-A-SC,dated January 5,2000. by GeoSolls,lnr- 5A4.5 dated May 2) -drading and Ltfiliry Plan for Encinitas Ranch South Me job no. 0.1; 13, 1999, by SB&O. Dear Sir In accordance with your request,,this report has been prepared by GeoSolld, Inc. (CRSI) a in order to present a summary Of our referenced geatechnic I report and'conditions exposed during the current phase of grading, regarding development of the SbOo square feet of lots at the subject site. SITE DESCRIPTION The project site Is an irregular shaped property consisting of appro)dmately 125 acres In the City of Encinitas, California. TopographIcallY,the site occupies the crest rind western flank of an asymmetric, north-south trending ridge line. The western flank �f this ridge slopes gently westward at gradients on the order of 6:1 (horizontal to vertices or latter while the eastem flank (immediately offsite)scopes reladvely steeply eastward 0.d gradients to near vertical, near the top of an east facing bluff, but generally an the birder of 2:1 (horizontal to vertleaJ) or flatter. DrWnage Is directed westward as sheet flow toward trictsed tributary drainages lowing west and north offs1m. The property is currently being graded. Prior use of the property was for farming of various truck crops. • _. ._ . . V h 11U1%l ViN _.till L1CgV �JUU) SENT BY. GEOSOILS, INC. ; 7609310915; OCT-V 10 4:21PM; PAGE 3/5 PROPOSED DEVELOPMENT Based on a review of the preliminary grading plan for the project, prepared by $B&O, it is our understanding that proposed development of the site will consist of mass grading the approximately 125-acre site for the future construction of approximately 370 residential units and asoclated surface and subsurface Improvements,including a school and park site. Typical cut and fill grading techniques are anticipated to construct the proposed cuts and fills onsite. Based on a review of the preliminary grading plans provided by your office, cut and fill slopes up to approximately 45 feet In height are proposed at gradients no steeper than 2:1 (horizontal to verticaD. Cuts and fills appear to range up to approximately 20 feet In thickness. tt is our understanding that building loads are typical for this type of relatively light construction. It Is anticipated that sewage disposal will be tied into the regional municipal system. ENGINEERING GEOLOGY Earth Materials Earth materials onsite consist predominantly of colluvium,Quatemary-age terrace deposits and undertying Eocene sedimentary bedrock belonging to the Torrey Sandstone_ Terrace Deposits typically consist of clayey sandstone and sandstones and are generally suitable for support of fills and structures. The Torrey Sandstone, which underlies the terrace deposits throughout the site (below an approximate elevation of 300 teat M.S.L+.),typically consists of indurated sandstone and Is generally considered suitable for the support of fills and structures. A majority of the natural slopes onsite likely expose earth materials belonging to either the terrace deposits or the Torrey Sandstone. Our referenced report has determined that graded slopes will be relatively stable assuming proper oanstruction. All earth materials exposed now existing surface grades will exhibit a degree of soil development and weathering. This surlicial zone of colluvium and weathered formational material is not considered suitable for structural support and Will likely require removal and recompaction. An indurated and cemented hardpan is also developed In n"ar surface, onsite earth materials throughout tine site. Sandy earth materials are typically considered to be erosive and relatively lowi expansive. Expansion testing onsite indicates that soils are predominantly low expensive, however, clayey, medium expansive colluvial soils and weathered formational material are also present. Enalneerino Geolonic Hazards ' Based on a review of available publications, field mapping and our experience In the vicinity, geologic hazards such ss liquefaction within alluvial or other soW cannot be D.R.Horton W.D.2958 ASC Endnhw Ranch,South Mesa •04ber 12, mm Fie:e:'1 7%290D%?r* gra i Page 2 Geo.Solls! Inc. IU/ld/UU Ur .GU 'r rUUUJ4UU SENT BY: OEOSOILS, INC. ; �J UU-!7609310915; 6CT-' 00 4:22PM; PAGE 4/5 precluded from occurring at this time. Mitigation may be accomplished by the apse of post tension slabs, or geotextiles, as determined in the field. Faulting within terraca deposits was also observed, however,stratigraphic and/or geomorphic evidence of recd: ecant (active) faulting was not noted. Slope Instability, In the form of erosion and toppling Q' t an over- steepened bluff located along the eastern property line was observed, however, this should not affect the lots planned for development by your office. Paleollquefaction features, discussed in our referenced report, are present throughout the site. Mitigation of these features currently consists of undercutting building pads,the use of post-tension slab foundations and the use of geotextlie fabric (streets). O§senrations during grading Indicate that these features are pervasive throughout the site, i Developmental Considerations Grading The conclusions presented In our referenced report indicate that grading may be performed with conventional grading equipment. Remedial earthwork anticipated onsite will Include, but may not be limited to shear key construction for fill slopes, removal and recompaction of coiluv(al topsoll and existing fill and overexcavation of trenOon pads or out pads exposing bedrock transitions,expansive soil and/or other heterogeneWs bedrock conditions. Buttresses and/or stabilization fills do not appear to be necessary st this time, however,this should be determined after an analysis of slope stability has beenperformed. Since the east facing bluff slope appears to be located offsite,setbacks may be utilized to ensure the stability of structures in the area The subject 6,000 square foot loin should not be impacted by these conditions. i During the current phase of grading, cut lots exposing hardpan and/or paleoliquefaction features are recommended to be undercut at least 4 feet. Transition kAs and fill lots where planned fills are less that 4 feet are recommended to be undercut at least 4 feet`to provided for the recommended minimum fill thickness. Expansive Salle Site soils are anticipated to range from relatively low expansive sandy bedrock to medium expansive clayey soils within near surface weathered soil profiles. Slopes i Graded slope constructed with site soils, to the maximum heights Indicted, should perform adequately, assuming proper construction. However, these soils would be considered erosive are mitigative measures (i.e.. lute. hydrosoad, etc.)! should be considered and likely recommended. G.R.Herten IA�:o.2W"-SC Encinitas Ranch, South Mesa October 12, FYe:a_WP7%28o0k?956&Um i Page 3 GeoSaiis, Inc. I V V U•J-LU I !V SENT 8Y: GEOSOILS, INC. ; W-J UUa 7609310915; OCT-1 )0 4:22PM; PAGE 5/5 Foundations Post tensioned and/or conventional foundation systems may be considered fbr this site. Post-tensioned foundations should be utilized for 1) highly expansive soil cohditions, 2) where structures overlay compacted fills greater than about 30 feet in thickness, 3) differential fill thickness conditions exceeding 3:1 across a lot and 4) the presence of paleoliquefaction features. Based on the plan cuts and fills and obsenmtionsOf removal bottoms across the sloe, a combination of conventional and post tensioned foundation will likely be recommended. LIMITATIONS The conclusions and recommendations preserned are professional opinions. These opinions have been derived In accordance with current standards of practice and no warranty Is expressed or implied. Standards of practice are subject to chang®with time. GSI assumes no responsibility or liability for work,testing or recommendations:performed or provided by others. The opportunity to be of service is greatly appreciated. If you have any questions concerning this report or if we may be of further assistance, please do not;hesitate to contact any of the undersigned. Respectfully submitted, ; GeoSolls, Inc. i .00;0�r� Robert G. Crisman David W. Skelly Engineering Geologist, CEG 1934 Evil Engineer, ROE 478 RGC/DWS/.1PF/1mo .�F�ED a °• Distribution: (4) Addressee NO I � ��o W. `nom G�rtrfle& No. RGE 4 O�CA1,1F� �'� CIN11. Q�1� Olt CALIF i i D.R.Horton Encinitas Ranch,South Mess W- • 295"-SC Fir«a-Wrp?2900 gsftetc October 12,2000 Page 4 GeoSoiiis, Inc. s, Geotechnical * Geologic -, Environmental 5741 Palmer Way • Carlsbad, California 92008 (760) 438-3155 • FAX (760) 931-0915 March 9, 2001 W.O. 2958-A-SC D.R. Horton 1010 South Coast Highway 101, Suite 101 Encinitas, California 92024 Attention: Mr. Stefan LaCasse 200 Subject: Review of 5,000 square foot Lots, Encinitas Ranch, South Mesa Project, Encinitas, California Reference: "Geotechnical Evaluation of the Encinitas Ranch, South Mesa, Residential Project, City of Encinitas, California," W.O. 2701-A-SC, dated January 5, 2000, by GeoSoils, Inc. Dear Sir: In accordance with your request, this report has been prepared by GeoSoils, Inc. (GSI) regarding earthwork construction and foundation recommendations for the 5,000 square foot building lots at the Encinitas Ranch, South Mesa Project, located in the City of Encinitas, California. The areal limits of our evaluation for the Encinitas Ranch Project (see reference) includes all of the subject 5,000 square foot building pads. The findings, conclusions and recommendations presented in our referenced report are considered valid and applicable with respect to the construction and development of the subject lots. A final report of mass grading for this area is forthcoming, upon the completion of grading. The conclusions and recommendations presented are professional opinions. These opinions have been derived in accordance with current standards of practice and no warranty is expressed or implied. Standards of practice are subject to change with time. GSI assumes no responsibility or liability for work, testing or recommendations performed or provided by others. The opportunity to be of service is greatly appreciated. If you have any questions concerning this report or if we may be of further assistance, please do not hesitate to contact any of the undersigned. Respectfully submitted, GeoSoils, Inc. Al Reviewed by, FL Robert G. Crisman �- Albert R. Kleist ,_ -; 01 Engineering Geologist, C Geotechnical Engine W RGC/ARK/JPF/mo Distribution: (1) Addressee (3) SB&O, Attention: Mr. Randy Safino D.R. Horton W.O. 2958-A-SC Encinitas Ranch, South Mesa Project March 9, 2001 Re:e:wpM900\2958a.ro5 Page 2 GeoSoils, Inc. - SB &FO HYDROLOGY & HYDRAULICS REPORT SB&O, INC. CITY OF ENCINITAS TENTATIVE MAP NO. 99-137 ENCINITAS RANCH - SOUTH MESA ULTIMATE DEVELOPMENT Land Planning Prepared for: CORNERSTONE COMMUNITIES 4365 EXECUTIVE DRIVE, SUITE 600 SAN DIEGO, CALIFORNIA 92121 (858)458-9700 Civil Engineering Prepared by: SB&O,INC. 3 615 KEARNY VILLA ROAD,SUITE 201 SAN DIEGO, CALIFORNIA 92123 (858) 560-1141 i' Own -' Land SB&O JOB NO. 54452.20 ./- /y Surveving 4L PETER R. SAFINO,PE 44171 SEPTEMBER 28,2000 Villa Road Suite 201♦ San Diego, CA 92123 9007 Arrow Route, Suite 120 ♦ Rancho Cucamonga, CA 91730 3615 Kearny Phone (909)948-3450 Fax (909) 948-2750 Phone (858) 560-1141 Fax (858) 560-8157 -- TABLE OF CONTENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . l INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I PROJECT DESCRIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 METHODOLOGY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -e EXHIBITS A. DRAINAGE BASIN MAPS . . . . . . . . . . . . . . INSIDE BACK COVER B. HYDROLOGIC CALCULATIONS (ULTIMATE PROPOSED) : : : : : : : : : : : : 3 C. HYDROLOGIC CALCULATIONS (DITCHES) D. HYDROLOGIC CALCULATIONS (GOLF COURSE) . . • • . • • • • • • • • 4 E. STREET FLOW CAPACITY CALCULATION • • • • • • • • • ' ' ' ' ' ' . . . • • . . . . 5 . 6-10 F. CURB INLET CALCULATIONS . . • • • • • • • • - 11-12 G. HYDRAULIC C H. HYDRAULIC CALCULATIONS (PRIVATE DRAIN)ON GOLF COURSE) 13 APPENDICES 1. RUNOFF COEFFICIENTS . . . . . . . . . . . . . . . . . . . . . . . .) . . . . . . . . . . . . . . . 15 II. TIME OF CONCENTRATION NOMOGRAPH(URBAN) . . . . . . . . . . . . . . . 16 III. TIME OF CONCENT WAY D DISCHARGE CHAT ') • 17 - IV. GUTTER AND ROAD DURATION DESIGN CHART . . . . . . . . . . . . . . • • • • • 18 V. INTENSITY DURA . . . . . . . VI. CURB INLET CAPACITY NOMOGRAPH(SUMP) . . • • • • • • ' . . . . . . . . . . . 19. . . . . . . . . . . 20 VII. CURB INLET CAPACITY FORMULAE(SLOPE) . . • • • VIII. INDIVIDUAL PIPE OPEN CHANNEL CALCULATIONS . • • • • ' ' ' ' ' . . 21-83 21-83 IX. DITCH OPEN CHANNEL CALCULATIONS . . . . . . . . . . . . . . . . . . . . . DA54452\REP0RTS\H&H.JMF INTRODUCTION The purpose of this drainage report is to calculate the required size of inlets and storm drain pipes required to convey the 100 year storm run-Off- PROJECT DESCRIPTION _.-. This project is a master development of the South portion eral large pads which will Specific Plan. The 150-acre site will be rough g raded into se Ultimately be developed into approximately 370 single-family residential lots. Drainage patterns will consist of overland flow directed toward temporary C.M.P.risers. All run- off will be collected and carried through a public storm Grading improvemengs will the desiltation basin at the southeast corner of t he srte be in accordance with City of Encinitas standards. METHODOLOGY In accordance with the City of San Diego Drainage Design Manual,rational method hydrology was used to estimate runoff quantities for a 100-year design storm. Soil characteristics were assumed to be Type "D". Land use coefficients(C factors)were based upon Appendix I. Rainfall intensities for I00-year frequency events were estimated from the City of San Diego rainfall intensity duration design chart(see Appendix V). Times of concentration were calculated using the City of San Diego nomographs for urban and natural watersheds and the gutter and roadway discharge-velocity chart(see Appendices II,III and IV). Capacity design of inlet structures was determined using the City of San Diego curb inlet VI and VII). Pipes o capacity chart and formulae(see Appendices a diameters are the minimum required ton a trial and error approach. The calculated pipe achieve open channel flow for the I00-year storm at the design pipe slope. Encinitas Ranch South Mesa SB&O.INC._ 1 Encinitas,CA Job No.54452.10,September 28,2000 EXHIBIT B PAGE 1 OF 1 -` SOUTH MESA-ENCMTAS RANCH 100&50 YEAR STORM CITY OF ENCINITAS ULTIMATE HYDROLOGY S TO L9 S Tg T1 1100 Q100 150 Q 50 AREA C C x A (� (%) (MIN) (FT) (%) (MIN) (MIN) (IN/HR) (CFS) (IN/HR) (CFS) BASIN DESCRIPTION (AC) 600 1.0% 28.7 0 0 0 28.7 2.2 2.0 1.9 1.7 Al OPEN SPACE 2 0.45 0.90 A STREET,PADS 4.75 0.55 2.61 200 1.0°i6 14.0 700 1.0°k 4.5 18.5 2.9 7.7 2.5 6.5 200 1.0% 14.0 700 1.4% 3.8 17.8 3.0 4.1 2.6 3.5 B STREET,PADS 2.49 0.55 1.37 1.0% 12.5 550 1.7% 2.7 15.2 3.3 3.4 2.8 2.9 C STREET,PADS 1.85 0.55 1.02 160 1.0% 14 0 600 1.0% 3.8 17.8 3.0 6.3 2.6 5.3 D STREET,PADS 3.79 0.55 2.08 200 1.0% 15.3 580 1.0% 3.7 19.1 2.9 3.7 2.4 3.1 E STREET,PADS 2.30 0.55 1.27 240 0 0.0% 1160 3.4% 4.0 4.4 4.0 3.7 F SLOPE,STREET 1.67 0.55 0.92 G STREET,PADS 3.54 0.55 1.95 160 1.0°k 12.2.5 1070 3.0% 4.0 16.6.5 3.2 6.2 2.7 5.2 H OPEN SPACE 0.78 0 0.45 0.35 55 523 160 8.0%0% 12.5 950 0.0% .4% 5.1 17.7 3.0 15 9 2.6 13.4 I STREET,PADS 9.50 STREET,PADS 2.26 0.55 1.9 160 1.0% 12.5 650 1.7% 3.2 15.7 3.3 5.9 2 8 5.0 K STREET.PADS 3 L SLOPE 122 0.50 0.61 60 50.0°k 2.3 770 2.0% 3.5 5.8 4.4 2.7 3.7 M STREET,PADS 2.70 0.55 1.49 150 p°� 121 720 2 8% 2 8 14.9 3.4 7.8 2.9 6 6 N STREET,PADS 421 0.55 2.32 150 1 0% 12.1 400 9.3% 0.8 13.0 3.7 3.5 3.1 3.0 0 STREET,PADS 1.74 0.55 0.96 150 1 0% 12.1 400 9.3% 0.8 13.0 3.7 3.6 3.1 3.0 P STREET,PADS 1.76 0.55 0.97 150 l 0% ill 570 1.7% 2.8 14.5 3.4 7.6 2.9 6.4 140 11.7 1,150 1.0% 7.4 19.1 2.9 5.4 2.4 4.6 Q STREET,PADS 3.99 0.55 2.19 1.0°k } R STREET,PADS 3.43 0.55 1.89 6 0 50 0% 2.3 450 1.0% 2.9 52 4.4 2.0 3.7 1.7 S SLOPE 0.93 0.50 0.47 60 T SLOPE 0.97 0.50 0.49 40 50.0%. % 11 7 950 2 8% 3.6 5.4 3.3 7.9 2.8 6.6 4.30 0.55 2.37 140 U STREET,PADS 70 1.0°k 12.9 780 3.0% 2.9 15.8 3.3 13.9 2.8 11. 1 V STREET,PADS 7.75 0.55 4.26 140 1.0% 11.7 430 5.0% 1.2 12.9 3.7 12.6 3.1 10.7 W STREET,PADS 6.18 0.55 3.40 3.07 0.55 1.69 140 1.0% 11.7 700 3.5% 2.4 14.1 3.5 5.9 3.0 5. X STREET,PADS 250 1.0°k 15.T 890 1.0% 5.7 21.4 2.7 4.7 2.3 3.9 Y STREET,.PADS 3.15 0.55 1.73 150 1.0% 12.1 800 1.0% 5.1 17.3 3.1 3.4 2.6 2.8 Z STREET,PADS 1.98 0.55 1.09 qq STREET.PADS 4.01 0.55 221 140 0% 12 9 650 1.0% 4.2 171 31 3.9 2.6 3.3 BB STREET,PADS 228 0.55 125 170 2 0% 2.5 130 1.0% 0.8 3.3 4.4 0.3 3.7 0.2 BB STREET 0.11 0.55 0.06 10 DD STREET.PADS 3.77 0.55 2.07 150 1.0% 12.1 4 0 1.5% 2.5 15A 3.3 3.0 2.8 2.6 EE STREET,PADS 1.67 0.55 0.92 170 FF STREET,PADS 5.06 0.55 1.33 170 1.0% 12.9 820 2.9% 2.0 14.9 3 A 4.5 2.9 3.8 GG STREET,PADS 2. Hi SLOPE,STREET 1.42 0.55 0.78 115 1.0% 11.3 3.8 1,380 400 6.5% 3 5 7.4 4.4 3.0 3.7 2.6 [I SLOPE,STREET 126 0.55 0.69 ,u SLOPE 225 0.50 1.13 TS 50.0% 2'5 500 2.0% 2.3 4.0 4.4 23 3.7 1.9 _ KK SLOPE 1.05 0.50 0.53 35 50.0% 1.7 500 LL SCHOOL 6.61 0.55 3.64 500 2.0% 17.6 5 0.0% 0.0 7.2 44 4.2 3.7 3.5 MM SLOPE 1.91 0.50 0.96 180 40.0% 42 650 2.0% 2.9 72 5.97 0.55 328 600 2.0% 192 0 0.0% 0.0 19.2 II A 9.4 2.4 8.0 � NN SCHOOL 12% 56.5 0 0.0% 0.0 56.5 1.4 2.9 1.2 2.5 NN GOLF COURSE 4.10 0.50 2.05 3,000 6.5 1,400 5.0% 4.0 10.5 42 3.5 3.6 3.0 4A 0.4 33 OA 00 PP OPEN SPACE 1.66 0.50 0.83 105 5.% 00 OPEN SPACE 020 0.50 0.10 15 17 0% 5 0 130 5.0% 0.4 5.3 4.4 3.7 3.7 3.1 RR OPEN SPACE 1.68 0.50 0•� 190 13.0% 6.3 890 4.% 2.9 92 4.4 3.9 3.7 3.3 SS OPEN SPACE 1.77 0.50 0.89 : TT OPEN SPACE 1.12 0.50 0.56 20 10.0% 41 640 20 7 .% 0.8 4.9 4.4 2.4 3.7 2.0 UU OFFSITE 1.00 0.55 0.55 80 W OFFSITE 1.09 0.55 0.60 80 12.0% 110 00 0.0% 0.0 11.0 6.9 41 8.T 3 5 7.4 WW OPEN SPACE 3.86 0.55 2.12 650 XX COMMUNITY US 425 0 55 2.33 150 2.% 9.6 0 0.0% 0.0 9 6 4.4 0.2 3.7 8.6 W COMMUNITY US 4.24 Encinitas Ranch South Mesa M fdc0.MG 061MAY•00 2 uwtntta%G Job Na 34452.20,September 28.2000 � o EXHIBIT C C PAGE I OF I a .-. (OOOOO � MO MNNCCoNTNCCDCq iLL-. I� I- MI- Ot� � W . . O p 0 CC 0 0 0 Cj CD 6 0 0 0 0 66 Co Co Q = W � = = - WF- F- I- WWWWWWWWI- WW Ua � � a � � � a. n. an. a. aaa an. W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 va00000000000000000 t -1 rrrrCV uiUijCV CV CV C'4 ACV N V) I'- I � Cn CD to CS! a! OR C%! C! N � f� d tD O U N N C,4 CM t� C7 N N N N N d v 0 �tststC'4 mod � � `�t � � � � � � � � Z � sTq 'i 'i 'q- T 'T v ^ LO Co CV O N 'q: O f- N M Co CA 0 z N Lo 00 x F- -2 Or pi Lt 6 "t tlistt` � Md CO rr u v OZ (AIlOO� O�OON� ONNCV cCV 7 Crr? CCAVOCVCCAV CCOVO O000aV 2 NCr) Crj 0 W O O O O " � � � � � � � � 0, 0, c \ \ \ \ 0 0 0 0 0 0 0 0 0 0 0 0 0 fn c O O O O O O O O O O O O O O O O O pro a r r CV O � CV CV CV CV rr CV CV ti o h� o � G t O O O O O O O O O O O O O O O O O rrll CTt.- tt71� f� O000) W) CoOCMOOOco , C-4 'IT V V -J 00 "T'TU.) W q - (DLoCflM " � W �.1 W OZ MCnMt1� tAMOOCnO � � � c- � d' �' V F- g CV e- NCOCO (OC') "'t - NN M p tzE.r 0 0 0 0 0 0 0 0 0 0 0 0 A mo 00000000000000000 OLC) W j , CO' NintOALo to 'T tU) MOrO M O O O p O � 0 0 0 0 0 0 0 0 0 0 0 0 x 0 0 0 0 OoCAOO OT 00lqrN0000 O p Q tiCArMtiOM � ODCoCO MCOMN O O � � Cppp � OpCOONNNNC7) MCOOCO X U OpOprrCCOOC) aaa0000 � Lo 1 O C O LC) � ID t O l O w W W) C to W) Lo � U C� CjpC� C� O0CC; 0C; C; 66C; Ci Q Mf- N (D qr CD — CON V- CO ONOCA W U CAC� NCOOI� NOOtAO � CA (O � OO Qa OO � IQLQ C! OOOO � O r � � J J -» YYJ Z -� YY -J 02Z > cnF- � aa. 0- Cf) OO z2pr > > m Manna d a 0 CL W O NMstOWti o m , N M Encinitas Ranch Somh Mesa SB&O.INC. Q M 3 Encinitas.CA Job No.54452.10.September 28.2000 EXHIBIT D PAGE 1 OF 1 SOUTH MESA-ENCINITAS RANCH 100 YEAR STORM CITY OF ENCINITAS PRIVATE STORM DRAIN ON GOLF COURSE _ HYDROLOGY AREA AREA C C x A Lo S To 1100 Q100 BASIN DESCRIPTION (SQ. FT.) (AC) (FT) (%) (MIN) (IN/HR) (CFS) A OPEN SPACE 4800 0.11 0.50 0.06 125 1.0% 12.1 44 0.1 B OPEN SPACE 1200 0.03 0.50 0.01 30 1.0% 5.9 1300 0.03 050 0.01 45 1.0% 7.2 4.4 0.1 . C OPEN SPACE 55 1.0% 8,0 4.4 0.2 D OPEN SPACE 3300 0.08 0.50 0.04 E OPEN SPACE 4 000 0 0.11 0.50 0.05 30 1.0%% 0% 1 4700 5.9 4.4 0.2 F OPEN SPACE G OPEN SPACE 4000 0.14 0.50 0.07 55 1.0% 8.0 4.4 0.3 H OPEN SPACE 6200 0 I OPEN SPACE 25500 0:29 0.50 0.11 65 1.0% 8.7 4.4 0 5 OPEN SPACE 9350 K OPEN SPACE 3200 0.07 0.50 0.04 30 1.0% 5.9 4.4 0.2 L OPEN SPACE 21000 0.06 0 50 0.03 275 1.0% 9.4 4.4 0A M OPEN SPACE 2650 N OPEN SPACE 5900 0,04 0.50 0.02 30 1.0% 5.9 4.4 01 O OPEN SPACE 1900 P OPEN SPACE 3100 0A8 0.50 0.09 235 1.0% 16.6 3.2 0.3 Q OPEN SPACE 8000 0 R OPEN SPACE 3400 0.08 0.50 0.04 80 1.0% 9.7 4.4 0.2 S OPEN SPACE 4500 0.10 0.50 0.05 75 1.0% 9.4 4.4 0.2 T OPEN SPACE 7700 0,18 0 50 0.09 195 1.0% 15.1 3.4 0.3 U OPEN SPACE 8000 80 1.0% g 7 4.4 0.2 V OPEN SPACE 3450 0.08 0.50 0.04 W OPEN SPACE 14800 0.19 0 50 0.10 170 1.5%0 12.3 3.8 0.4 X OPEN SPACE 4050 0.09 0.50 0.05 75 1.0% 9.4 4.4 0.2 Y OPEN SPACE 0.22 0.50 0.11 110 5.0% 6.6 4.4 Z OPEN SPACE 9600 TOTAL= 4.13 ACRES os-Mayo E-rims Ranch South Mesa 54452.: DA544521QPR0%GO Uwb3 �t Encinitas.CA Job No.54452.20,September 28.2000 EXHIBIT E PAGE I OF I STREET FLOW CAPACITY STREET SLOPE MAX. DISCHARGE VELOCITY F P DEPTH(FT.) 1.00% 6.3 2.8 0.4 2.00% 9.0 4.0 0.4 3.00% 11.5 4.8 0.4 4.00% 12.0 5.4 0.39 5.00% 12.0 6.0 0.38 6.00% 12.0 6.4 0.37 7.00% 12.0 6.8 0.36 8.00% 12.0 7.1 0.35 9.00% 12.0 7.5 0.35 10.00% 12.0 7.8 0.34 11.00% 12.0 8.1 0.34 12.00% 12.0 8.5 0.33 ZX :. ' DEPTH Encinitas Ranch South Mesa SB&O,INC. 5 Encinitas CA Job No.54452.20,September 28,2000 EXHIBIT F SOUTH MESA-ENCINITAS RANCH PAGE 1 OF 5 100 YEAR STORM CITY OF ENCINITAS -- CURB INLET AND CATCH BASIN CALCULATIONS 1 BASIN A 0100= 10.9 SUMP CONDITIO DEPTH (H) 11 IN OPENING(h)= 6.2 (H/h)= 1.77 Q/L 1.85 L REQ'D 5.9 CURB FACE 10 IN LENGTH 7 B-1 INLET 2 BASIN C Q100= 3.4 PASSING GRADE STREET SLOPE 3.00% DEPTH 0.28 L REQ'D 10.2 LENGTH 12 B-1 INLET 3 BASIN B Q100= 4.1 PASSING GRADE STREET SLOPE 3.00% DEPTH 0.3 L REQ'D 11.8 LENGTH 13 B-1 INLET 4 BASIN D Q100= 6.3 PASSING GRADE STREET SLOPE 1.00% DEPTH 0.4 L REQ'D 14.4 LENGTH 16 B-1 INLET 5 BASIN E Q100= 3.7 PASSING GRADE STREET SLOPE 1.00% DEPTH 0.35 L REQ'D 9.3 LENGTH 11 B-1 INLET g BASIN F Q100= 4.0 PASSING GRADE STREET SLOPE 1.00% DEPTH 0.35 L REQ'D 10.3 LENGTH 12 B-1 INLET 7 BASIN G Q100= 6.2 PASSING GRADE STREET SLOPE 1.00% DEPTH 0.4 - L REQ'D 14.2 LENGTH 16 134 INLET g BASIN I Q100= 15.9 SUMP CONDITIO DEPTH(H) 11 IN OPENING(h)= 6.2 (H/h)= 1.77 1.85 L REQ'D 8.6 CURB FACE 10 IN LENGTH 10 B-1 INLET �Wp4452Drainaga.wb3 1a Mar-00 Encinitas Ranch South Mesa 54452.. D:15445 6 Encinitas,CA Job No.54452.20,September 18,2000 EXHIBIT F SOUTH MESA-ENCINITAS RANCH PAGE 2 OF 5 100 YEAR STORM CITY OF ENCINITAS CURB INLET AND CATCH BASIN CALCULATIONS g BASIN J Q100= 4.5 PASSING GRADE STREET SLOPE 3.00% DEPTH 0.31 _ L REQ'D 12.6 LENGTH 14 B4 INLET 10 BASIN K Q100= 5.9 PASSING GRADE - STREET SLOPE 3.00% DEPTH 0.33 L REQ'D 15.6 LENGTH 17 B-1 INLET 11 BASIN L TYPE"F"CATCH BASIN WEIR FLOW 0100= 0.39 DEPTH (H) 0.41 FT Q/P 0.8 REQ'D (P) 0.5 PERIMETER/OPENING 3.43 FT USE TYPE F CATCH BASIN WITH 1 OPENING 12 BASIN M 0100= 5.3 PASSING GRADE STREET SLOPE 3.20% DEPTH 0.31 -- L REQ'D 14.8 LENGTH 16 B-1 INLET 13 BASIN N Q100= 7.8 PASSING GRADE STREET SLOPE 1.00% DEPTH 0.4 L REO'D 18.0 LENGTH 19 B4 INLET Q100= 3.5 PASSING GRADE 14 BASIN O STREET SLOPE 3.00% DEPTH 0.28 L REQ'D 10.6 LENGTH 12 B-1 INLET 15 BASIN P Q100= 3.6 PASSING GRADE STREET SLOPE 3.00% DEPTH 0.28 L REQ'D 10.8 LENGTH 12 B4 INLET 16 BASIN 0 0100= 7.6 PASSING GRADE STREET SLOPE 1.00% DEPTH 0.4 L REQ'D 17.3 LENGTH 19 B-1 INLET 2 �( 4452Drainage.wb3 10-mar-0 Encinilas Ranch South Mesa 54452 D.%5445 7 Encinitas,CA Job No.54452.20,September 28.2000 EXHIBIT F _ SOUTH MESA-ENCINITAS RANCH PAGE 3 OF 5 100 YEAR STORM CITY OF ENCINITAS CURB INLET AND CATCH BASIN CALCULATIONS 17 BASIN R Q100= 5.4 PASSING GRADE STREET SLOPE 1.00% DEPTH 0.39 L REQ'D 12.7 LENGTH 14 B4 INLET 18 BASIN S TYPE"F"CATCH BASIN ORIFICE FLOW Q100= 2.0 DEPTH (H) 0.76 FT Q/A 4.7 REQ'D (A) 0.4 AREA/OPENING 1.94 SQ FT USE TYPE F CATCH BASIN WITH 1 OPENING 19 BASIN T TYPE"F"CATCH BASIN ORIFICE FLOW Q100= 2.1 DEPTH (H) 0.78 FT Q/A 4.7 REQ'D(A) 0.4 AREA/OPENING 1.94 SQ FT USE TYPE F CATCH BASIN WITH 1 OPENING 20 BASIN V Q100= 13.9 SUMP CONDITIO DEPTH (H) 11 IN OPENING(h)= 6.2 (H/h)= 1.77 Q/L 1.85 L REQ'D 7.5 CURB FACE 10 IN LENGTH 9 B4 INLET 21 BASIN W Q100= 12.6 SUMP CONDITIO DEPTH (H) 11 IN OPENING(h)= 6.2 (H/h)= 1.77 Q/L 1.85 L REQ'D 6.8 CURB FACE 10 IN LENGTH 8 B4 INLET 22 BASIN U Q100= 7.9 PASSING GRADE STREET SLOPE 2.50% DEPTH 0.38 L REQ'D 18.8 LENGTH 20 B4 INLET 23 BASIN X Q100= 5.9 PASSING GRADE STREET SLOPE 1.00% DEPTH 0.4 L REQ'D 13.6 LENGTH 16 B-1 INLET g Mar-00 Encinitas Ranch South Mesa 54452•, D:15445452Dralnege.w63 Encinitas,CA 4 Job No.54452.20,September 28,2000 EXHIBIT F SOUTH MESA-ENCINITAS RANCH PAGE 4 OF 5 100 YEAR STORM CITY OF ENCINITAS CURB INLET AND CATCH BASIN CALCULATIONS 24 BASIN Z Q100= 3.4 PASSING GRADE STREET SLOPE 1.00% DEPTH 0.34 L REQ'D 8.7 LENGTH 10 B-1 INLET 25 BASIN Y Q100= 4.7 PASSING GRADE STREET SLOPE 1.00% DEPTH 0.37 L REQ'D 11.3 LENGTH 13 B4 INLET 26 BASIN AA Q100= 6.7 SUMP CONDITIO DEPTH (H) 11 IN OPENING(h)= 6.2 (H/h)= 1.77 Q/L 1.85 L REQ'D 3.6 -- CURB FACE 10 IN LENGTH 5 B INLET 27 BASIN BB Q100= 3.9 PASSING GRADE STREET SLOPE 1.00% DEPTH 0.35 L REQ'D 9.9 LENGTH 11 B-1 INLET 28 BASIN CC Q100= 0.3 SUMP CONDITIO DEPTH (H) 11 IN OPENING(h)= 6.2 (H/h)= 1.77 Q/L 1.85 L REQ'D 0.1 CURB FACE 10 IN LENGTH 5 B INLET 29 BASIN 00 TYPE"F'CATCH BASIN WEIR FLOW Q100= 1.4 DEPTH (H) 0.36 FT Q/P 0.6 REQ'D(P) 2.1 PERIMETER/OPENING 3.33 FT USE TYPE F CATCH BASIN WITH 1 OPENING 30 BASIN EE 0100= 3.0 PASSING GRADE STREET SLOPE 1.00% DEPTH 0.32 L REQ'D 8.3 LENGTH 10 B4 INLET 31 BASIN FF 0100= 8.8 PASSING GRADE STREET SLOPE 2.50% DEPTH 0.39 L REQ'D 20.5 LENGTH 22 B4 INLET 10-N1af-00 Encinitas R-h South Mesa 54452. D:1544521@&BQXt4452Drajnage.wb3 (� Encinitas,CA Job No.54452.10,September 28,2000 EXHIBIT F SOUTH MESA-ENCINITA CRA NCH PAGE 5 OF 5 100 YEAR STORM CITY OF EN CURB INLET AND CATCH BASIN CALCULATIONS 32 BASIN GG Q100= 4.5 PASSING GRADE STREET SLOPE 2.50% DEPTH 0.32 L REQ'D 12.3 LENGTH 14 B-1 INLET 33 BASIN DD Q100= 7.2 SUMP CONDITIO _._ DEPTH (H) 11 IN OPENING(h)= 6.2 (H/h)= 1.77 Q/L 1.85 L REQ'D 3.9 CURB FACE 10 IN LENGTH 5 B INLET 34 BASIN HH Q100= 2.7 PASSING GRADE STREET SLOPE 4.80% DEPTH 0.24 L REQ'D 8.8 LENGTH 10 134 INLET 35 BASIN II Q100= 3.0 PASSING GRADE STREET SLOPE 4.80% DEPTH 0.25 L REQ'D 9.8 LENGTH 11 B-1 INLET 36 BASIN TT TYPE"F"CATCH BASIN WEIR FLOW Q100= 2.5 DEPTH(H) 0.63 FT Q/P 1.5 REQ'D(P) 1.6 PERIMETER/OPENING 3.87 FT USE TYPE F CATCH BASIN WITH 1 OPENING 37 BASIN UU TYPE"F'CATCH BASIN WEIR FLOW Q100= 2.4 DEPTH(H) 0.27 FT Q/P 0.4 REQ'D(P) 5.7 PERIMETER/OPENING 3.15 FT USE TYPE F CATCH BASIN WITH 2 OPENINGS (( Mar-00 Encinitas Ranch South Mesa 54452.% D:%W5 ¢ala.4452Drainage.wb3 1v Encinitas,CA Job No.54452.20,September 28,2000 EXHIBIT G PAGE I OF 2 SOUTH MESA-ENCINITAS RANT H 100 & 50 YEAR STORM CITY OF ENC n _,. HYDRAULIC CALCULATIONS VELOCITY -RIPE BASIN C x A CUMM Ti Tc (MIN) I((T)) O(C ) p A (PIPE( PS)LL) SLO E(%) SLOPE�) LE( ADDED C x A (MIN) (MIN) (MIN) `- 1 A+A1 3.51 3.51 28.7 28.7 0.3 28.9 2.2 7.8 18 4.4 0.55% 1.66% 74 2 C 1.02 4.53 15.2 28.9 0.1 29.0 2.2 10.0 18 5.7 0.91% 2.00% 33 3 B 1.37 5.90 17.8 29.0 0.8 18.0 3.0 6 3 18 3.6 0.36% 2.00% 25 4 D 2.08 2.08 17.8 17.8 0.1 0.85% 7.58% 27 5 E 1.27 3.35 19.1 19.1 0.1 19.1 2.9 0. 18 5.5 1.50% 183 6 9.25 29.8 29.8 0.5 30.3 2.2 20.0 24 6.4 77% 1.50% 188 7 9.25 30.3 0.5 30.8 2.1 19.8 24 6.3 0 8 9.25 30.8 0.8 31.6 2.1 19.6 24 6.2 0.73% 2.42% 123 9 9.25 31.6 0.3 31.9 2.1 19.3 24 6.1 0.35% 1.00% 39 10 G 1.95 1.95 16.5 16.5 0.2 16.7 3.2 5. 18 3'5 0.40% 1.33% 143 11 F+H 1.27 12.47 31.9 31.9 0.5 32.4 2.1 25.8 30 5.3 12 12.47 32.4 0.8 33.1 2.1 25.6 30 5.2 0.39% 2.00% 240 5.23 5.23 17.7 17.7 0.3 18.0 3.0 15.9 24 5.0 0.49% 1.00% 37 --- 13 I 0.19% 1.00% 37 14 J 1.44 1.44 16.7 16.7 0.2 16.9 3.1 4.5 18 2.6 1.26% 11.73% 255 15 K 1.79 8.45 15.7 18.0 0.5 18.5 3.0 25.4 24 8.1 1.21% 9.60% 270 15 8.45 18.5 0.6 19.0 2.9 24.9 24 7'9 0.11% 1.01% 60 y 17 p 0.96 0.96 13.0 13.0 0.5 13.5 3.7 3.5 18 2'0 1.11 /0 2.86% 55 0 18 P 9.41 19.0 0.1 19.1 2.9 27.2 22 8.7 FUTURE 19 L 0.61 0.61 5.8 5.8 0.6 14 8 3.6 7.5 18 4.2 0.56%0 FUTURE 270 - 20 M 1.49 2.10 13.7 13.7 1.1 4.0 0.46% FUTURE 50 21 2.10 14.8 0.2 15.0 3.4 7.1 18 0.56% FUTURE 26 14 22 N 2.32 2.32 14.9 14.9 0.1 15.0 3.4 4. 18 4'4 0.43% 1.00% 241 23 4.41 15.0 0.8 - 15.8 3.4 .9 24 4.7 094% 1.00% 362 24 13.82 19.1 0.7 19.9 2.9 39.8 30 8'1 0.90% 1.00% 225 25 13.82 19.9 0.5 20.4 2.8 38.9 30 7.9 26 Q 1.50 53 2.19 2.19 14.5 14.5 0.1 14.7 3.4 7.6 18 4.3 0.52% 3.83% 37 27 R 1.89 17.90 20.4 0.1 20.5 2.8 2.0 18 1 .2 0.04% 1.00% 220 28 S 0.47 0.47 5.2 5.2 3.2 8.3 4.4 2.0 18 1.2 0.04% 1.80% 45 29 T 0.49 0.49 5.5 5.5 0.6 6.1 4.4 2.1 18 30 0.95 8.3 1.9 10.3 4.4 4.2 18 2'4 0,15/0 518% 260 0 31 0.95 10.3 1.9 12.2 4.3 4.1 18 2.3 0.56% 17.70% 25 32 U 2.37 2.37 15.4 15.4 0.1 15.4 3.3 7.9 18 4.4 1.09% 4.20% 61 33 3.32 15.4 0.2 15.6 3.3 11.0 18 6'2 1.75% 2.10% 60 34 v 4.26 4.26 15.8 15.8 0.1 15.9 3.3 13.9 18 7'9 1.21% 2.20% 325 5 W 3.40 7.66 12.9 15.9 0.7 16.6 3.2 24.9 24 7.9 35 10.98 16.6 0.4 17.0 3.2 34.7 30 7'1 0.92/0 1.00% 145 0 37 X 1.69 12.67 14.1 17.0 0.3 17.3 3.1 39.4 30 8'0 0.70% 1.20% 300 38 30.57 20.5 0.6 21.0 2.8 84.4 42 8.8 39 Z 1.09 1.09 17.3 17.3 0.4 17.6 3.1 3.4 18 1.9 52% 315% 53 0 40 y 1.73 2.82 21.4 21.4 0.2 21.6 2.7 7.6 18 41 33.39 21.6 0.5 22.1 2.7 89.1 42 9'3 0.82% 0.85% 3700 0 42 BB 1.25 34.64 17.1 22.1 0.1 22.2 2.6 91.0 42 9.5 0.40% 2.00% 25 AA 2.21 2.21 17.8 17.8 0.1 17.9 3.0 6.7 18 3 % 176 9 0.42% 12.48% 43 43 0.06 2.27 3.3 17.9 0.2 18.1 3.0 6.8 18 45 36.91 22.2 0.3 22.5 2.6 96.6 42 10.0 0.92% 1.00 44 CC 02-Od-00 Encinitas Ranch Soath Mesa 54452 _Di54452%QPRO%54452Drai 11 Encinitas,CA Job No.54452.20,September 18,2000 EXHIBIT G PAGE 2 OF 2 SOUTH MESA-ENCINITAS RANCH 100 & 50 YEAR STORM CITY OF ENCINITAS HYDRAULIC CALCULATIONS VELOCITY IPE BASIN C x A CUMM Ti (MIN) (MIN) I((T)) 0(100) PIE DIA (PIPE FPS)LL) SLOPE(%) SLOPE(%) L (F 22.5 ADDED c x A (MIN) (MIN) �46 36.91 22.5 0.5 23.0 2.6 95.8 42 10.0 0 08/0 1 27/0 160 47 00 2.05 2.05 56.5 56.5 1.6 58.1 1.4 2.9 18 1.7 0 0 1.00% 265 48 EE 0.92 2.97 15.4 58.1 6 59.9.5 1.4 4.1 18 2.3 0.15% 3.94% 220 --49 2.97 59.9 1 50 2.97 61.5 0.7 62.2 1.4 4.0 18 2.3 0.15% 2.65% 15 FUTURE 51 FF 2.78 2.78 16.7 16.7 0.1 16.8 3.2 8.8 18 2.5 018% 0% 6 -52 GG 1.33 1.33 14.9 14.9 0.0 14.9 3.4 4.5 53 7.08 16.8 16.8 0.1 16.8 3.1 22.2 18 12.6 4.47% 58 4.0 54 DD 2.07 2.07 14.4 14.4 0.4 14.8 3.5 7.2 18 4.1 0.47% 14.00% 95 --55 46.06 23.0 23.0 0.2 23.2 2.6 117.8 42 12.2 1.37% 5.07% 122 55 46.06 23.2 0.4 23.6 2.5 117.3 42 12.2 1.36% 6.08% 258 57 46.06 23.6 0.4 23.9 2.5 116.1 42 12.1 1.33% 9.84% 278 58 46.06 23.9 0.3 24.3 2.5 114.9 42 11.9 1.30% 8.58% 236 59 JJ 1.13 1.13 4.8 4.8 0.3 1 5.2 4.4 7.2 18 4.8 0.47% 34.11% 35 60 KK 0.53 1.65 4.0 5. 61 LL 3.64 5.29 17.6 17:8 0.0 17.8 3 0 18 3 24 5.8 0.66% 213% 12 62 HH 0.78 6.07 14.8 17 63 52.13 24.3 0.0 24.3 2.5 128.9 42 13.4 1.64% 2.05% 33 64 II 0.69 52.82 7.4 24 3 4 5 2.9 12 2 18 6 9 1.34% 31.50%° 12 "65 MM+NN 4.24 4.24 19.2 19.2 0 66 PP 0.83 0.83 10.5 10.5 0.2 10.7 4.2 3.5 18 2.0 0.14% 2.85%16 67 QQ 0.10 0.93 2.3 10.7 0.1 10.8 4.2 3.9 18 2.2 li 68 RR 084 1.77 5.3 10.8 0.2 11.0 4.2 7.4 20 3.4 0.28% 1.00% 50 gg TT 0.5 0.56 3.4 3.4 0.5 5.3 4 4 2 4 18 1.4 0.05% 8.24%38 M 70 UU 0.55 5 0.55 4.9 4.9 71 1.11 5.3 5.3 1.2 6.6 4.4 4.9 18 2.8 0.21% 7.18% 200 MOTE:VELOCITY INDICATED IS FOR THE PIPE FLOWING FULL. IT IS USED TO CALCULATE THE MINIMUM SLOPE. 02-Od-00 Encinitas Ranch Soufh Mesa 54452.: &W45MPROt"452Draig.SKv,*P 12 Encinitas,CA Job No.54451.20,September 28,1000 EXHIBIT H PAGE 1 OF 1 SOUTH MESA-ENCINITAS RANCH 100 YEAR STORM CITY OF ENCINITAS PRIVATE STORM DRAIN ON GOLF COURSE HYDRAULIC CALCULATIONS Ti Tc I( ) ( VELOCITY DESIGN PIPE BASIN C x A CUMM (T) CFS) DIA (FPS) SLOPE(%) SLOPE o) ADDED C x A (MIN) (MIN) (MIN) (MIN) 0.06 0.06 12.1 12.1 4.5 16.6 2.8 0.2 12 0.2 0.00% 0.50% 53 1 q 0.00% 0.50% 50 2 B 0.01 0.07 5.9 16.6 3.8 20.4 2.5 0.2 12 0.2 0.00% 0.50% 33 3 C 0.01 0.08 7.2 20.4 2.2 22.6 2.4 0.2 12 3 0.01% 0.50% 81 ,4 D 0.04 0.12 8.0 22.6 4.0 26.5 2.2 0.3 12 0.02% 0.50% 195 5 E 0.11 0.24 13.7 26.5 5.5 32.1 2.0 0.5 12 0.6 ' 6 F 0.05 0.29 5.9 32.1 1.4 35.3 1 9 0.6 12 0.8 0.03% 0.50% 85 7 G 0.05 0.34 5.4 33.5 1.7 0.04% 0.50% 194 8 H 0.07 0.41 8.0 35.3 3.5 38.8 1.8 0.7 12 0.9 2 12 1.5 0.11% 0.50% 192 12 1.6 g 1 0.29 0.70 14.5 38.8 2.1 40.9 1.7 1. .6 0.13% 0.50% 106 10 1 0.11 0.81 8.7 40.9 1.1 41.9 1.6 1.3 11 K 0.04 0.84 5.9 41.9 0.4 42.4 1.6 1.4 12 1'7 0.24/0 0.50% 285 0.24 1.09 15.5 42.4 2.1 44.5 1.6 1.7 12 2.2 0.25/0 0.50% 76 12 ° 13 M 0.03 1.12 9.4 44.5 0.6 45.1 1.6 1.8 12 2.3 0.50% 182 14 N 0.07 1.18 13.2 45.1 1.3 46.9 1.5 1.8 12 2.3 0.26% 0.50% 80 15 O 0.02 1.21 5.9 46.3 0.6 0.27% 0.50% 155 16 P 0.04 1.24 8.4 46.9 1.1 48.0 1.5 1.9 12 2'4 0.31% 0.50% 115 17 Q 0.09 1.33 16.6 48.0 0.8 48.7 1.5 2.0 12 2.5 0.33% 0.50% 100 18 R 0.04 1.37 9.7 48.7 0.6 49.4 1.5 2.1 12 2'6 0.36% 0.50% 140 9 S 0.05 1.42 9.4 49.4 0.9 50.2 1.5 2.1 12 2.7 0.40% 0.50% 152 19 T 0.09 1.51 12.8 50.2 0.9 51.1 1.5 2.3 12 2.9 0.46% 0.50% 113 21 U 0.09 1.60 15.1 51.1 0.6 51.7 1.5 2.4 12 31 0.50% 225 22 V 0.04 1.64 9.7 51.7 1.3 53.0 1.4 2.5 12 3.2 0.51% 0.60% 177 23 W 0.17 1.81 13.3 53.0 0.9 5 0.56% 0.60% 75 24 X 0.10 1.91 12.3 53.9 0.4 54.3 1.4 2.7 12 3'4 0.59% 0.60% 72 5 Y 0.05 1.95 9.4 54.3 0.3 54.6 1.4 2.7 12 3.5 0.08% 1.00% 158 2 25 Z 0.11 2.06 6.6 54.6 1.6 56.2 1.4 2.9 18 1.6 Encinitas Ranch South Mesa 55' 08-Mey 13 Encinitas.CA - p:154452\QPROIGOLFpR Job No.54 52 20 September 28,2000 APPENDIX I PAGE 1 OF 1 TABLE 2 RUNOFF COEFFICIENTS (RATIONAL ;METHOD) _. DEVELOPED AREAS(URBAN) Land Use Coefficientt C- Soil Type tt) D Residential: Single Family .55 multi-Units .70 Mobile Homes .65 Rural (lots greater than 1/2 acre) .45 Commercial (2) .85 80% Impervious Industrial (2) .95 90% Impervious NOTES: (1) Type D soil to be used for all areas. (2) Where actual conditions deviate significantly from the tabulated imperviousness values of 80% or 90%, the values given for coef f icient C, may be revised by multiplying 80% or 90% by the ratio of actual imperviousness to the tabulated imperviousness. However, in no case shall -- the final coefficient be less than 0.50. For example: Consider commercial property on D soil. Actual imperviousness = 50% Tabulated imperviousness = 80% Revised C = 50 x 0.85 = 0.53 go— Encinitas Ranch South Mesa -- SB&O.INC. 14 Encinitas,CA Job No.54452.20,September 28,2000 APPENDIX II PAGE 1 OF 1 URBAN AREAS OVERLAND TIME OF FLOW CURVES 700 ✓._ t �.. _ _... �: i �f_' _ 1.811 CIVO 7- T CS doo "—'Use Forroulo For br nets in Excess:;_« 800 feet._;:1:: Soo cif-. so 300 LG 1. =Y _ -__ .{• •`�"�-�q{: _ W f. _ .'.G' �- .j�- too W-- +-_ - •tC�u� - 20 C 10 Sufeee flan T1~Cww" �XAMPt.E. GtVEtit . LENGTH of FLOW -- 400 FT. GU!✓FF cCt E Z" of R-ator-F C = . 70 R.EAV7 ; 0vE,7-LAND FLUVyT%MF—, = ( :Y' MrK -J i" Encinitas Ranch South Mesa SB&O,INC. 15 Encinitas,CA Job No.54452.10•September 28,2000 APPENDIX III PAGE 1 OF 1 y EQIlAT/ON .� •.3�5 Feef Tc SOOO Tc • Tirse a/ concen11'cf101'7 Leng/h o/•wafershed y • Oi//cience in e/tvafion &IoX-6JT e/%tfire s/ooe /ire rSee APP cnd�c saoo L Afi/es Fecf Hot��s iY1%nufes a Zaa 1000 ,3 /Bo /D 9017 ,� 120 800 700 /oo saa 90 S so soo �.•. 4 70 3loQ � SD 30 t I00 / .5000 �4�00 PD 3000 � /L So as-- is &4'40 /et �%_1 /6G0 /C 30 /alo0 9 NOTE- /DOD 7 pp ADD TEN mwTES TO COMPUTED TIME OF CON- WOO O CENTRATION. ��.rr 700 S solo Ao 50lo ¢ 400 300 5 -- ?Cd H � T SAN DIEGO COUNTY NOMOGRAPH FOR DETERMINATION TIME DEPARTMaJT Of SPECIAL DISTRICT SERVICES OF FOR NAT t� URAL WATERSHEDS DESIGN MANUAL APPENDIX APPROVED ; •, �r•�t...,. DATE Encinitas Rmrch South Mesa SB&O./NC. 16 Encinitas,CA Job No.54452.20,September 28,2000 APPENDIX IV PAGE 1 OF 1 CHART 1-104.12 LV ...Die p.t.t, ! sixwr5" sTwcR OWN _. tM a ZZ 2z 7'r lz � a _ a 1 • T i ♦ !� f✓a 1 W ' _ y ` p` r 0. i5 = c ti e Al to a O' 1 �11V 1 tt Y O' '0! � J ac r 1 oe w ! 1 I I I •! I I i •I i ! t a . s s r s • a so so 40 so Os5CKARM <C F.S} ONE SIDE CUMPLE: 6ivea: a a 00 S•t5% CAmt 4vtt='DWft a Q4. V*Wtf-4.4 [pL -- REV, CITY OF SAN DIEGO - DESIGN_GUIDE SHT. NO. GUTTER AND ROADWAY DISCkARGE-VELOCITY CHART Encinitas Ranch South Mesa _ SB&O.INC. 1 Encinitas,CA Job No.54452.20•September 28,2000 APPENDIX V PAGE 1 OF 1 IM r cc ey o_ O f 1! :I.(( r(! � ( ( � 1 t; t 1;?t i' (' � !'i i •,f' � �o m �� i IIf•� r ( 'h � ,i'S Nllf !i' t :llj � i r L " .,r -- 0 _ �•rT t •— -- O on WL- tt • t t t .,1 f .•I 1 t ,....� ._._. :��.• ,;•.�! � i : � �_.-'---'—_�r��'�.yam-` - ^"^^^' In C C O a 40 a in qr eu qr fn O c N �d O unoH Had S3W)HI (09314 NVS) AVS N31N I RAINFALL c INTENSITY -DURATION- FREQUENCY " o .,� o o n C :• CURVES yd• O = ° • r _ a for V � v o COUNTY OF SAN DIEGO? 0 0 0 0 ° • y�j O S 0 d o ° o o w o r = C n t' in a 1- E w • Encinitas Ranch South Mesa SB&O.INC. 18 Encinitas.CA Job No.54451.20,September 28,2000 APPENDIX VI PAGE 1 OF 1 -- CHART I-103.6C I.o 2 0 5 e n e 4 0 y V 4 2 .T z 3 e J � t.5 T N '00 = / W Y W W / V' Z w �' Z a._ 6 z 0 w a 1.0 4. e O C LL .9 z ? _ .5 = e 5 W W t! C p ��/- j 4 = .T U. O O V. 6 = 4 ' t� 4 W _ � z 3 Ae � .4 IL A6 p V W A5 z D4 Oa .3 2 D3 2 t. � Wticl ct cwc lrvHa N � �re.t crr�cccie (CI ggCT10N ELEVATION REV. CITY OF SAN DIEGO — DESIGN GUIDE SHT. N0. NOMOGRAM-CAPACITY ICURB INLET AT SAG Encinitas Ranch South Mesa Se&O,INC. 19 Encinitas,CA Job No.54451.20,September 28,2000 APPENDIX VII PAGE 1 OF I CHART 1-103.6 A CAPACITY OF CURB OPENING INLETS ASSUMED 2% CROWN. 0 = O.7L (A+Y)3/2 -A = 0.33 Y HEIGHT OF WATER AT CURB FACE (0.41 MAXIMUM) REFER TO CHART 1-104.12 L LENGTH OF CLEAR OPENING OF INLET *Use A=0 when the inlet is adjacent to traffic; i.e., for a Type "J" median inlet or where the parking lane is removed. REV. f7CfAPACITY DIEGO - DESIGN GUIDE SHT. N0. F CURB OPE14 ING INLETS Encinitas Ranch South Mesa SB&O.INC. 20 Encinitas,CA Job No.54452.10,September 18,2000 Circular Channel. Analysis & Design solved with Mannin9's Equation Open Channel -- Uniform flow Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NCI. 1 Solve For Actual Depth Given Input Data: 1 .50 ft Diameter . . . . . . . . . . slope. . . . . . . . . . 0.0166 ft/ft Manni.ng's .. . . . . . . 0.013 Discharge. . . . . . . . . 7.80 cfs Computed Results: 0.82 ft Depth. . . . . . . . . . . . . Velocity . . . . . . . . . . 7.93 fps rrs Flow AO . . . . . . . 0.98 sf Critical Depth. . . . 1 .08 ft Critical Slope. . . . 0.0073 ft/ft percent Full . . . . . . 54.46 % Full Capacity. . . . . 13.53 cfs (AMAX 0.94D. . . . . . . . 14.56 cfs Froude Number . . . . . 1 .72 ( flow is Supercritical ) Open Channel Flow Module, Version 3.16 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name= SOUTH MESA ULTIMATE Comment : PIPE NO. 2 Solve For Actual Depth Given Input Data: 1 ,50 ft Diameter . . . . . . . . . . Slope. . . . . . . . . . . . . 0.0200 ft/ft Mann a ng' ; n. . . . . . . 0.013 Discharge. . . . . . . . . 10.00 cfs Computed Results= 0.90 ft Depth. . . . . . . . . . . . . Velocity. . . . . . . . . . 9.02 fps Flow AT() . . . . . . . . • 1 .11 sf critical Depth. . . . 1 .22 ft Critical Slope. . . . 0.0092 ft/ft Percent Full . . . . . . 60.08 % Full Capacity. . . . . 14.86 cfs [AMAX @.94D. . . . . . . . 15.98 cfs Froude Number . . . . . 1 .83 ( flow is Supercritical ) Open Channel Flow Module, Version 326 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Circular Channel Analysis & Design Solvcd with Manning's Equation Open Channel - Uniform flow Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO. 3 Solve For Actual Depth Given Input Data: 1 .50 A Diameter . . . . . . . . . . Slope. . . . . . . . . . . . . O.1U57 ft/ft Manning's T1. . . . . . . 0.013 13.00 cfs Discharge. . . . . . . . . Computed Results: 0.64 ft Depth. . . . . . . . . Velocity . . . . . . . . . . 18.01 fps Flow Area. . . . . . . . . 0.72 Critical Depth. . . . 1 .35 ft Critical Slope. . . . 0.0135 ft/ft percent Full . . . . . . 42.78 % Full Capacity. . . . . 34.15 cfs AMAX @.94D. . . . . . . . 36.74 cfs Froude Number . . . . . 4.55 ( flow is Supercritical ) Open Channel Flow Module, Version 3.16 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Circular Channel Analysis & Design solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO. 4 Solve For Actual Depth Given Input Data: Diameter . . . . . . . . . . 1 .SU t Slope . . . . . . . . • • • 0.0300 ft/ft Manning's n. . . . . . . 0.013 Discharge. . . . . . . . . 6.30 Us Computed Results: 0.61 ft Depth. . . . . . . . . . . . . Velocity. . . . . . . . . . 9.36 fps Flow AMO . . . . . . . . . 0.67 sf Critical Depth. . . . 0.97 ft Critical Slope. . . . 0.0064 ft/ft Percent Full . . . . . . 40.60 % Full. Capacity. . . . . 18.19 c:fs AMAX @.94D. . . . . . . . 19.57 cfs Froude Number . . . . . 2.44 ( flow is Supercritical ) Open Channel Flow Module, Version 3.16 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Circular Channel AnalYsis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: SOUTH MESA ULTIMATE=: Comment : PIPE NO. 5 Solve For Actual Depth Given Input Data: Diameter . . . . . . . . . . 1 .5U ft Slope. . . . . . . . . . . . . 0.0758 ft/ft Marinj rig' s n. . . . . . . 0.013 Discharge. . . . . . . . . 9.70 cfs Computed Results: 0.60 ft Depth. . . . . . . . . . . . . Velocity . . . . . . . . . . 14.75 fps Flow Ayc a . . . . . . . . . 0.66 sf Critical Depth. . . . 1 .20 ft Critical Slope. . . . 0.0039 ft/ft Percent Full . . . . . . 39.90 % Full. Capacity. . . . . 28.92 cfs AMAX @.94D. . . . . . . . 31 .11 cfs Froude Number . . . . . 3.38 ( flow is Supercritical ) Open Channel Flow Module, Version 3.16 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 circular Channel Analysis & Design solved with Manning's Equation Open Channel -- Uniform flow Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO. 6 solve For Actual Depth Given Input Data: 2.00 ft Diameter . . . . . . . . . . slope. . . . . . . . . . . . . 0.0150 ft/ft Manning's n. . . . . . . 0.01'3 Discharge. . . . . . . . . ^0.00 cfs Computed Results: 1 .26 ft Depth. . . . . . . . . . . . . velocity. . . . . . . . . . 9.60 fps Flow Area. . . . . . . . . 2.08 sf Critical Depth. . . . 1 .61 ft Critical Slope. . . . 0.0081 ft/ft Percent Full . . . . . . 62.94 % Full Capacity. . . . . 27.71 cfs AMAX @.94D. . . . . . . . 29.80 cfs Froude Number . . . . . 1 .63 ( flow is Supercritical ) Open Channel Flow Module, version 3.16 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 _ Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO. 7 w Solve For Actual Depth Given Input Data: ?.UO ft Diameter . . . . . . . . . . Slope. . . . . . . . . . . . . 0.0150 ft/ft Manning% 0. . . . . . . 0.013 Discharge. . . . . . . . . 20.00 rfs Computed Results: 1 ,26 ft Depth. . . . . . . . . . . . . Velocity. . . . . . . . . . 9.60 fps Flow Area. . . . . . . . . 2.08 sf Critical Depth. . . . 1 .61 ft Critical Slope. . . . 0.0081 ft/ft Percent Full . . . . . . 62.94 % Full Capacity. . . . . 27.71 cfs AMAX @.94D. . . . . . . . 29.80 Us Froude Number . . . . . 1 .63 ( flow is Supercritical ) open Channel Flow Module, Version 3.16 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Circular Channel Analysis & Design sa]v d with Manning's Equation Open Channel - Uniform flow ~ Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO. 8 Solve For Actual Depth Given Input Data: 2.00 ft Diameter . . . . . . . . . . slope. . . . . . . . . . . 0.0130 ft/ft Manning's n. . . . . . . . Discharge. . . . . . . . . �0.00 cfs Computed Results: 1 .26 ft Depth. . . . . . . . . . . . . Velocity. . . . . . . . . . 9.68 fps Flaw A�ca .. . . . . . . . . 2.08 A Critical Depth. . . . 1 .61 ft Critical Slope. . . . 0.0081 ft/ft Percent Full . . . . . . 62.94 % Full Capacity. . . . . 27.71 cfs AMAX @.94D. . . . . . . . 29.80 cfs Froude Number . . . . . 1 .63 ( flow is supercritical ) Open Channel Flow Module, Version 3.16 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Circular Channel Analysis & Design solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO. 9 solve For Actual Depth Given Input Data: 2.00 ft Diameter . . . . . . . . . . Slope . . . . . . . . . . . . 0.0242 ft/ft Manning's n. . . . . . . 0.013 - Discharge. . . . . . . . . 20.00 cfs Computed Results: 1 .08 ft Depth. . . . . . . . . . . . . Velocity . . . . . . . . . . 11 .Sb fps Flow Area. . . . . . . . . 1 .73 sf Critical Depth. . . . 1 .61 ft Critical Slope. . . . 0.0081 ft/ft Percent Full . . . . . . 53.99 % Full Capacity. . . . . 35.19 cfs AMAX L.94D. . . . . . . . 37.86 cfs Froude Number . . . . . 2.19 ( flow is Supercritical ) Open Channel Flow Module, Version 3.16 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO. 10 Solve For Actual Depth Given Input Data: 1 .50 ft Diameter . . . . . . . . . . Slope. . . . . . . . . . . . . 0 .0100 ft/ft Manning's n. . . . . . . 0.013 Discharge. . . . . . . . . 6.20 cfs Computed Results Depth. . . . . . . . . . . . . 0.83 ft Velocity. . . . . . . . . . 6.19 fps Flow Area. . . . . . . . . 1 .00 sf Critical Depth. . . . 0.96 ft Critical Slope. . . . 0.0063 ft/ft Percent Full . . . . . . 55.26 % Full Capacity. . . . . 10.50 cfs OMAX P.94D. . . . . . . . 11 .30 cfs Froude Number . . . . . 1 .33 ( flow is Supercritical ) Open Channel Flow Module, Version 3.16 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel -- Uniform flow Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO. 11 Solve For Actual Depth Given Input Data: Diameter . . . . . . . . . . 2.50 ft Slope. . . . . . . . . . . . . 0.0133 ft/ft Manning's n. . . . . . . 0.013 1 Discharge. . . . . . . . . 25.80 cfs Computed Results: t Depth. . . . . . . . . . . . . 1 .32 ft Velocity. . . . . . . . . . 9.85 fps Flow Area. . . . . . . . . 2.62 sf Critical Depth. . . . 1 .73 ft Critical Slope. . . . 0.0058 ft/ft Percent Full . . . . . . 52.66 Full Capacity. . . . . 47.30 cfs (AMAX @.94D. . . . . . . . 50.88 cfs Froude Number . . . . . 1 .69 ( flow is Supercritical ) Open Channel Flow Module, Version 3.16 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Circular Channel Analysis & Design solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO. 12 Solve For Actual Depth Given Input Data: Diameter . . . . . . . . . . 2.50 ft Slope. . . . . . . . . . . . . 0.0200 ft/ft Manning's n. . . . . . . 0.013 Discharge. . . . . . . . . 25.80 cfs Computed Results: Depth. . . . . . . . . . . . . 1 .17 ft Velocity. . . . . . . . . . 11 .47 fps Flow Area. . . . . . . . . 2.25 sf Critical Depth. . . . 1 .73 ft Critical Slope. . . . 0.0058 ft/ft Percent Full . . . . . . 46.71 % Full Capacity. . . . . 58.01 cfs QMAX @.94D. . . . . . . . 62.40 cfs Froude Number . . . . . 2.13 ( flow is Supercritical ) Open Channel Flow Module, Version 3.16 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 � — Circular Channel AnalyRio & D�aign !3olve� wit� M��ning "� EqUation — Open Channel - Uniform flow — Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO ' 13 — 5olue For Actual Depth Given Input Data: 2 O0 ft -- Diameter . . . . ' ' ' ' ' . _ O Ol0O ft/ft Slope ' ' ' ' ' ' ' ' ' . ' ' ' ^ U 013 Manning "s n . . . ' ' ' . ' 15 9O cfs -- Oi��oharge ' ' ' . ' ' ' ' ' . Computed Results: 1 24 ft Depth. . ' ' ' . ' . ' ' ' ' ' . 8U ��a Velocity . ' . ' ' ' ' . ' ' 7 .80 O4 ef Flow Area . . . . . . ' . . 2 .04 Critioal Oepth ' . ' ' 1 '44 ft Critical Slope ' ' ' ' 0'0066 ft/ft Percent Full . . . . ' ' 61 '82 % Full Capaoity . . . ' . 22 .62 cfs OMAX {@ '94D ' ' ^ ' ' ^ ' ' 24 ^34 ofg iti al � Frouc�a Number . . ' ' ' 1 -34 ( flow is Super�r c� ' _ _ _ ' Open Channel Flow Module- " Version :3 . 16 ( c ) 1990 Ct U��O8 Haestad Methods , Inc . * 37 Brookside Rd * Waterbury, - - � — circular Channel Analysis & Design solved With Manning "o Equation _ open Channel - Uniform flow _ Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO . 14 — Solve For Actual Depth Given Input Data: -- Dimmeter ' ' . ' . ' . . . ' 1 .50 f {)1�� ft/ft Slope . . . ' ' ' ' ' ' ' ' ' ' 0 .0100 O13 Manning "s n - ' . ' ' ' ' 0 .013 5O ofe -- Oimoharge ' ' ' . . ' . . ' 4 .50 Computed Results: U 69 A Oepth ' ' . . . . . . . ' ' ' . _ 5 71 fps - Uealocity . ' . . ' ' ' . ' . ' O 79 ef Flow ��rea . ' ' ~ ' . ' . . ' Critical Depth ' ' ' . 0 '81 ft Critical Slope* ' . . . 0 .0056 ft/ft Percent Full ' ' . . . . 45 .72 % Full Capacity ' ' . . . 10 '50 ofe QMAX @! ''94O . ' ' . ' ' ~ . 11 ,30 ofo Froude Number . ' . ' ' 1 .39 ( flow is Supercritical )' - _ _ _ _ Open Channel Flow Module , Version 3 _ 16 ( o ) 1q90b4 y , Ct 06708— Ha*�stad Methods , Inc . * 37 Brookside Rd * Water r - _ _ -_ � — circular Channel Analysis & Design Solved with Manning "G Equation — open Channel - Uniform flow — Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE MU . 15 — Solve For Actual Depth Given Input Data: 2 O0 ft -- Diameter . . ' ' ' ' ' ' ' ' _ O 1l73 ft/ft Slope ' . ' . ' ' ' ' . ' ' ' ' _ � O13 Manning "o n' ' ' . ' ' ' . 25 4C] cf�� — Discharge ' ' . . ' ' ' ' ' ' computed Results: Oepth' ' ' . . . . ' ' ' ' ' . 0 .79 ft �� fps -- Velocity . . . ' . ' . . ' ' 22 .08 15 e� Flow Arma . . ' ' . . . . ' 1 . 15 critical Depth . ' ' . 1 .77 ft _ critical Slope ' . ' . 0 .0113 ft/ft Percent Full . ' . . ' ' 39 .40 % Full Capacity ' . ' . ' 77'48 cfs '�5 of� C�MA�( @ ."�4O ^ ^ ^ ^ ^ ' ^ ' 83 Supercritical ) Froude Number . ' ' . . 5 '07 ( flow is Su��r�r ' _ _ Open Channel Flow Module , Version 3 . 16 ( c ) 1990 Ct O87O� Hamstad Methods , Inc . * 37 Brookside Rd w Waterbury , - _ -_ _ - � — circular Chann�l Analy�i� & [)eoign Solved w�th ManDing "a EqU�tion _ Open Channol - UnifOrn} floW _ Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO ' 16 — solve For Actual Depth Given Input Data: 2 0O ft -- Oiameter ' ' . ' ~ ' ' . ' ' ' O 0960 ft/ft Slmpe ' ' . . ' ' ' . . ' . ' ' . Manning"m n O O13' ' ' ' . ' . . 4� �f� -_ OisohaTge ' ' ' ' ' ' ' ' ' 25 .40 Computed Results: () 83 ft [)epth' ' ' . ' ' . . ' ' ' . ~ ^ �� 52 fpo -- U«ploolty ' . ' ' . . ' . ' , ' 1 24 sf Flow Hre»a . ' ' . ' . ' . . ' critical Oepth ' ' . . 1 '77 ft - critical Slope . ' . ' 0 '0113 ft/ft Percent Full ' ' ' . ' ' 41 .63 % Full Capacity ' ' . . ' 70 .09 cfo OMAX @ _"94D _ _ . . ' ' . ^ 75 '40 ofa iti al � - FroUde Number . . ' ' . 4 '57 ( flow is 5upercr o ' _ _ Open Channel Flow Module , Version 3 .16 ( c ) 1990 Ct 06708- Haestad Methods, Inc . * 37 Brookside Rd * Waterbury , _ _ _ � -- Circular Channel Analysis & Design solved With y1anning "o Equation _ open Channel - Uniform flow _ Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO ' 17 — Solve For Actual Depth Given Input Data: 1 5O ft Oiameater ' ' ' ' ' ' , ' , ' _ -- O 01[)1 ft/ft !�lope ' ' ' ' ' ' ' ' ' ' ' ' ' ' � O13 Manning ,o n ' ' . ' . ' ' ' 3 50 ofs -- Oivacharge ~ ' . ' . ' ' . ' ' Computed Results: � 59 ft Depth . . ' ' ~ ' ' - ~ . . . . . 5 37 fps -- Umlocity . ' . . ' ' ' ' ' ' . Q 65 of Flow Area . . . . . ' ' ' . . critical Oepth . . . ' 0 .71 ft — Critical Slope ' ' ' ~ 0 '0053 ft/ft percent Full . ' ' ' ' ' 39 '65 % Full Capacity ' . ' ' . 10 .56 cfs QMAX \@ .94D . . ' ^ ^ ^ ' ' 11 '36 ofa iti�al1 1 42 ( flow i� Superor ' — Froude Number ' ' ' ' ' . ` - ' --_ _ -- _ _ Open Channel Flow Module , Version 3 . 16 ( o ) 1990 Ct O��O� - Haestad Methods , Inc . * 37 Brookside Rd * Waterbury " _ _ - . � — circular Channel Analysis & Design Solved with Manning "s Equation _ Open Channel - Uniform flow _ worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO ' 18 — Solve For Actual Depth Given Input Data: 2 O0 ft -- Diameter ' ' ' ' ' . ' ~ . ' ' � 0286 ft/ft ��lmpm ' . ' . . ' ' ' ' ' ' ' ^ ' �13 Manning,o n ' ' ' . ' . . 0 .013 2O Us Us-- Discharge 27 .20 computed Results: 1 25 ft Depth. . . . . . ' ' . . . . . , 1� 22 fps - Vc*loc:1ty . ' . . . . ' ' ' . . O6 e� Flow Area . 2 .06 Critical Depth ' . . . 1 .81 ft — critical Slope ' ' ' . 0 .0127 ft/ft Percent Full ' . . ' ' . 62 .29 % Full Capaoity . . ' ' . 38 .26 cfe ofo 15 OMAX �� `94D ' ^ ' ^ ' ' ' ' 41 . 15 ' iti �l � — Froude NUmL»er . . ' ' . 2 .26 ( flow is Super" � _ _ _ _ _ Open Channel Flow Module , Version 3 . 16 ( c ) 1990 Ct O67�� - Haestad Methods , Inc . * 37 Brookside Rd * Waterbury , - _ - � - Circular Channel Analysis & Design solved With Manning "o Equation _ open Channel - Uniform flow _ worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE ND ' 24 - Solve For Actual Depth Given Input Data: 2 50 ft Oiam�t*:r ' . ' ' ' ' ' ' . . ' - O O10O ft/ft 5lope . ' ^ ^ ^ ^ ' ' ^ ' ' ' ' ' � U13 Manning "a n . . . ' ' ' . , 39 80 ofs Disoharge . . ' . ' . ' . ' . _ Computed Results: 1 99 ft []e*�»th. . ' ' . . . . . ' ^ ~ ' ^ 52 fps \/elocity ' ' ' ' . ' ~ . . . 9 .52 18 of Flow Areax . . ~ ~ . ' ' ' ' 4 . 18 Critical Oepth . ' . . 2 ' 12 ft - Critical Slope ' ' ' . 0 .0089 ft/ft percent Full ' . ' . . ' 79 '41 % Full Capacity ' ' . ' ' 41 .02 Us OMHX @ '94O . ' ' ' . ~ ' ' 44 ' 12 Us itioal ) 1 1� ( flow is �up�r�r ' Frmude Number ' ` - - ---- _ -- _ Open Channel Flow Module , Version 3 ' 16 ( o ) 1990 Ct O67O8 Ha,a�*tac� M�thod� , Inc . * 37 Brookside Rd * Waterbury , _ _ � — Cirruldr Channel AnalyEjio & Design 5olVed With Manninq "a Equation — Open Channel - Uniform flow — Worksht--�et Name: SOUTH MESA ULTIMATE Comment : PIPE NO . 25 — Solve For Actual Depth Giuen Input Data: 2 50 ft -- Diameter . ' ' . ' ' ' ' ' . . O O1O[) ft/ft pe Slo ' ' ' . . . . ' ' ' . ' ' . O O18 Manning"o n . ' ' ' ' ' ' . 8O c�a -- Dix;oharge ' ' . ' . ' ' ' ' 39 -80 Computed Results: 1 9q` ft Depth . . . . . . . . . ' . ' . ^ � 52 fpe - Velmoity ' . ' ' . ' ' ' . ' . 4 18 Sf Flow Area . . ' ' . . ' ' ' . Critical Depth . ' ' ' 2 . 12 ft Critical Slope ' . . ' 0 .0089 ft/ft Percent FUll . ' . . ' ' 79 .41 5& Full Capacity . . ' . ' 41 .02 cfs QMA% @ .94D 44 , 12 c f S iti al � ^ 1 1� ( floW i� SUp�ror c ' FroUd� Nu�ber ' ' ' ' . . ` - ' - -� ' '- ' Open Channel Flow Module " Version 3 ' 16 ( o ) 1990 Ct O6�O� Haesta�� Methods , Inc . * 37 Brookside Rd * Waterbury , � � - Circular Channel Analysis & Design solved with Manning "a Equation - open Channel - Uniform flow _ worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO ' 26 - Solve For Actual Depth Given Input Data: 1 5(J ft Diameter ^ ' ' ' ' ' ' ' ' . ' - � [)383 ft/1t ��lope . ' ' ' ' . ' ' ' _ , _ _ , O O123 MannirvJ "o n . . ' . . ' . ' � 60 Us Discharge . _ Computed Results: O 63 ft Depth. . . ' . . ' . ' ' ' ' ' , 1O 78 fps \/vylocity ' . ' . ' ' ' ' ' ' . O 71 ef Flow Area ' ' - ' ' ' ' ' ' ' Critical Depth . . ' ' 1 '07 ft Critical Slcpwa . ' ' ' 0 '0071 ft/ft O9 5C Percent Full ' . . ' . . 42 .09 Full Capacity ' ' . . . 20 '56 cfo e� 2 11 c�a QM @ '94O ' ' ' ' ' ' ' ' ��2'7~5 ( flow is ��upercritioal � - Froud Number ' ' ' ' ' ' - Open Channel Flow Module , Version 3 ^ 16 ( c ) 1990 Ct �67O8 - Ha*ystad Methods , Inc . * 37 Brookside Rd w Waterbury , - _ ' _ - - -_ - _ � — CircUlar Ch�.InnEl Analysis & Dc�eign So1V�� With M8nning "o Equation _ Open Channel - Uniform flow — Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO . 27 — Solve For Actual Depth Given Input Data: 2 5O ft -- Diameter ' ' ' . ' ' ' ' . ' ' � O15¢ ft/ft ��lope . . . . ' ' . . . ' ' . ' ^ O 013 Manning"e n ' ' ' . . ' ' . 4� 60 �fs -- Dieaoharge ' . ' ' ' ' ' ' ' ' Computed Results: 2 O2 ft �) Dept ' . . . ' . ' . ' , _ _ _ _ 11 67 fr)g -- Velocity . . . ' . ' ' ' ' . , 4 25 of Flow Area . . . . . . . ' ' . Critical OePth ' ' ' ' 2 '29 ft - Critical Slope . ' ' ' 0 '0127 ft/ft Percent Full . ' ' . . ' 80 '84 % Full Capacity ' ' ' ' ' 50 '24 cfo O4 4 ' ofo OMA% @ '94D ^ ^ ^ ' ' ' ' ' 54 .04 ( flow is Supercritical ) -' Froude Number ' ' ' ' ' . ` _ _ _ _ Open Channel Flow Module , Version 3 . 16 ( o ) 1990 Ct O6�O� Haeotad Methods , Inc . * 37 Brookside Rd * Waterbury , - - - . - - ' � — Circular Channel Analysis & Design Solved with Manning "a Equn|. ion — Open Channel - Uniform flow — Worksheet Name : SOUTH MESA ULTIMATE Comment : PIPE N0 . 28 _ Solve For Actual Depth Given input Data: -- Diameter . . . . . . ' . . . 1 .5A ft Sl . . . . . ' . ' ~ . . . ~ 0 .0100 ft/[t Manning "o n . . ' . . . . 0 .013 — Oischarge . . . . , . . . . 2 ,00 cfo computed Results: Oopth . . . . . . . . . . . . . 0 .44 ft 5B fps VeloCity . . . . . . . . - ' 4 .58 Flow Area . . . . . . . . . 0 .44 8f Critical Oepth . . . . O .53 ft Critical Slope ' . . . 0 .0049 ft/ft Percent Full . . . . . . 29 .57 % Full Capacity . . . . . 10 .50 M UMA% ^@ .94D . . . ' . . . 11 .3O US ^ 1 43 ( flow is Supercritical ) \�e Number ' ` ' _ - _ -- _ open Channel Flow Module , Version 3 . 16 / o \Waterbury ,199OCt U67U8 ' Haeotad Methods , Inc . * 37 Brookside Rd * - . _ � - A l circular Channel na oio & Design y Solved with Manning "o EquaiioM - Open Channel - Uniform flow - Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO . 29 _ Solve For Actual Depth t Data:Given I�pU - l 50 ft Diameter . - . . . ' ' . . . . � O1@O ft/ft Slope . . ^ ^ ` ^ ^ ~ ^ ^ ^ ^ ^ ^ A O13 Manning "g n . . . . ' . ' . 2 1U As Discharge . . . , . . . . . . computed Results: - � , 3� f Depth . ' . ~ . . ' ' . . . . ' 5 73 fps Velncity . . . . . . . . . . . O 37 of Flow Area . . . . . . ' ' . , Critical Depth . . . . 0 .55 ft - Critical Slope . . . . 0 .0050 ft/ft Percent FUll . . . - . . 26 .09 % Full CapuCity . . ' . - 14 .09 ofe _ QMAX @ ,94D , . . . . . . . 15 ^ 16 cfo 'itical � Froude NUmher . . - . . 1 .91 ( flow is Superor _ _ _ _ _ Open Channel Flow Module , Version 3 ' 16 ( o ) 1990 Ct �6�O8 - Haeetad Methods , Inc ' * 37 Brookside Rd * Waterbury " _ _ � -- Circular Channel Analysis & Design solved With Manning "o Equation — open Channel - Uniform flow — Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO . 30 — Actual Solve For u Ual Oepth Given Input Data: — 1 50 ft Diameter . . . . . . . . . , . O O526 ft/ft Slnpe . . . ' . . - , . . . . ' . 0 013 Manning ,o n . . . . . . ' . 4 2O ofG -- DierhaTge . . . . . . . ' ' . computed Results: O 2 ft Depth . . ' , ' , , , , , , , , 4 , — Velocity O 24 fp8 x�ity . . . . ' . . . . . . 41 of Flow Area . . . . ' . . . . 0 .41 Critical Oepth . . . . 0 .79 ft Critical Slope . . . . 0 .0055 ft/ft Percent FUll . . . . . ' 28 '26 % Full Capocity . . . . . 24 .09 cfo OMA� � p4D . . . . ~ ^ ^ ' 25 ^92 Cfa it � al ) — ^ 3 27 ( flow �o SUp�rcr c ' Froude Number . ` - ' - - _ _ _ _ Open Channel Flow Module , version 3 . 16 ( o ) 1990 Ct 06708 Ha��etad Methods , Inc . * 37 Brookside Rd * Waterbury " - _ - _ � - circular Channel Analysis & Design solved With Manning "n Equation - open Channel - Uniform flow - Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO . 31 - Solve For Actual Depth Given Input Data: 1 50 ft - Dinmetor . . . . . ' ' . . . ' 0 O518 ft/\C Slope . . . . . . . . , . . , . . O O13 Manning"g n . . ' . . . . ' 4 1[) Us-- Discharge . . . . , . . . ' . Computed Results: 42 O ft ��pt� . . ^ ^ ^ ~ ^ ` ` ^ ^ ^ ^ ^ -- . 11 fps velocity . . . . . ' . . . . 10 41 o� Flow Area . . . . ' . . . ' 0 .41 critical [lepth . . . . 0 .78 ft - critical SlVpe . . . ' 0 .0054 ft/ft percent FUll . . , . . . 28 .02 % Full Capacity . ' . . . 23 .91 cfo OMA� @ .94D . . . ~ . . . . 25 ,72 Us iti l ) - 3 25 / flow is Sup�ror o� ' Frou�� Number . ` ^ _ _ - _ _ _ _ ' - Open Channel Flow Module , Version 3 . 16 ( c ) 1990 Ct O67O8 Haeetad Methods , Inc . * 37 Brookside Rd w Waterbury , _ _ _ � — Circular Channel Analysis & Design Solved With Manning "o Equation ~~ open Channel - Uniform flow — Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO . 32 — Solve For Actual DcpCh Given Input Data: 1 5O ft -- Diameter . . . ' . . . . . ' . 0 177O ft/ft Slope . . . . . ' . ' . . , . ' ' O O13 Manning ,o n . . . ' . . ' . 7 90 ON Diochargc . . . . . . ' ' , ' Computed Results: 43 ft Orpth. . . . . . ' . . . . ' . 0 .43 U��lority . . . . ' ' ' - , . 18 .91 fps 42 ef Flow Area ' . . . . . . . . 0 .42 Critical Depth . . . . 1 .09 ft — Critical Slope . ' . - 0 '0074 ft/ft Percent FUll ' . . . , . 28 .62 % Full Capaoity . . . . . 44 . 19 �fo OM�� ,94O . . ^ ^ ^ ^ ^ ^ 47 ^54 cf8 �t �cz�} \ — 6 O1 ( flow is Supercritical ) Froude Number ' , - ' ---- -- _ _ _ _ _ open Channel Flow Module , version 3 , 16 ( c ) 1990 Ct ¢67O8 - Haeotad Methods , Inc . w 37 Brookside Rd w Waterbury , - _ - � -- Circular Channel nnel Analysis & Design \ Solved With Manning "o E qua � \ On ~~ Open Channel - Uniform flow - Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE N0 . 33 - Solve For Actual Deyth Given Input Data: 1 5O ft -- Diameter . ' ' . ' ' . ' . ' ^ O 0420 ft/ft 8lOpe . ^ ' ` ` ^ ^ ^ ^ ^ ' ' ' ^ 0 013 Menning "o n . . . . . ' . . 11 U0 ofS -- Ui�ycharge . . . . . . . . ' . computed Results: O 76 ft Depth ' . . . ' . . . . . . ' . . -- .25 fps Vol��city . . . . . . . . . , 12 .25 ef Flow Area . . . . . . . . . 0 .90 Critical Depth ' . . ' 1 .27 ft - critical Slope. . . . 0 .0104 ft/ft Percent Full . . . . ' . 50 .65 % Full Capacity . . . . . 21 .53 cfo (JMA� @ .94 . . .D . ~ . . ` 23 ^ 16 Us itic�l ) - 2 79 ( flow ie SUp�rcr ' F,0Ude Number . . , . . . ` - - _ _ _ _ Open Channel Flow Module , Version 3 . 16 ( o \ 1990 Ct O67�8 - Haeatad Methods , Inc . * 37 Brookside Rd � Waterbury , _ _ _ _ _ _ � �a & D�oign Circular Channe na yo Solvud W�th Manning "o Equation ChanDc!l - UnifOrm flow — Worksheet Name: SOUTH MESA ULTIMATE Com0c.!nt " PIPE NO 34 _ Snlv� For AotUal Depth GiVen Input Oata: -- 1 5O ft Di e r amet . . ' - . . . ' . . . O 021U ft/ft Slop� . . . . . . . ' . . , . ' . O O13 ManDing "o r� . . . . . . . . — Discharge . . . . . . . . . 13 .90 ofo Computed Results: 1 13 ft -- Depth . . . ~ . . . ' . . . . . . Ueloc 9 77 fps ity . . . , . - . . . . . 42 c;f Flow Area . . . . . . . . . 1 .42 Critiodl Depth . . . . 1 .38 ft - Critical Slope . . . . U .0152 ft/ft Percent Full . ' ' ' . . 75 .09 % FUll Capacity . . . . . 15 .22 cfS - OMA% @ .94D . ' ^ ' ^ ^ ' ' 18 ^37 of 1 F ��e� rou�� Number 1 .64 ( floW is Supercritical ' -- _ _ _ - Open Channel Flow Module , Version 3 ' 16 / r1 1990 Ct 06708 - Haeetad Methods , Inc ' * 37 Brookside Rd * Waterbury " _ _ � — Channel Circular nnne Analysis & Design - � Solved with Man0 ng " E4un\ ion o � — Open Channel - Uniform flow — Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO . 35 — �l Depth A t Solve For Actual Given Input Data: 2 80 ft ^ -- Diameter . . . . . . . . . , O 022O ft/ft slope . . . . . . . . . . ~ , , , O 013 Manning "o n ' . . . . . . ' 24 9U cfs -- Discharge . Computed Results: 1 28 ft ��pth . . . . . . . . . . . . ~ . — 11 7O fpo Velocity . . . . . . . . . . , 2 13 of Flow Area . . . . . . . . . . Critical Depth . . . . 1 .76 ft Critical SlOpe. , . . 0 .0109 ft/ft Percent FUll . . . . . . 84 . 14 % Full Capacity . . . . . 33 .55 Us 36 ¢9 � QMAX @ ^94D ' ^ ^ ^ ^ ^ ^ ' US 1 ^96 ( flow �o Sip�r�r�tind} \ Fr[x��e Number . ` ~ _ -- - - Open Channel Flow Module, , Version 3 . 16 ( o ) 199OCt 067�8 - Haeetad Methods , Inc ' * 37 Brookside Rd * Waterbury , - -- ___ - � — Circular Channel Analysis & Design Solved with Manning `s EqUa1. \on — Open Channel - Uniform flow — Worksheet Name: SOUTH MESA ULTIMATE comment : PIPE NO . 36 _ Solve For Actual Depth t Data: Given Input— 2 5O ft ' Diameter . ' ' ' . ' . . . - � O2OO ft/�t SlOpe ^ ^ ^ ^ ^ ^ ^ ` ` ^ ^ ^ ` ^ Mannirv] "8 n O O13. . ' . . ^ ^ ' 7O Us -- Discharge . . . . . . . . . 34 .70 Computed Results: 1 39 ft Ocpth . . . . . . . . ' . ' ' . . - 12 34 fps V,*locity . ' ' ' ' ' . ' ' ' ' 2 f�1 of Flow Area . . . . . . . ' . . Critical Oepth . . . . 2 .00 ft Critical slope . - . . 0 .0075 ft/ft Percent FUll . . . . . . 55 .72 % Full CmpaCity . . . ' . 58 .01 Us 62 4� ofo QMAX @ .94D ' Supercritical ) ^ 2 O4 ( flow is Sup�r�r ' Frou�e Number ~ ` - - _ _ _ _ _ - Channel Flow Module , Version 3 ' 16 ( o ) 199[� open an * " Brookside Rd * Wat�rbury " Ct 06708 - Haeotad Methods , Inc ' 37 _ _ _ � -- Circular Channel Analysis & Design solved With Manning `o Equation -- Open Channel - Uniform flow _ Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO ' 37 — Solve For Actual Depth Given Input Data: 2 50 ft O _ Diameter ' - ' ' ' ' ^ ^ ^ ^ '010O ft/ft slope . . ' . ' ' . ' ' , ' ' ' _ " � 013 Marxling m n ' ' . ' . ' ' ~ 39 40 US Discharge ' Computed Results: 1 �y7 ft Depth ' . . . . ' . . . . ' . ` ' � 52 fps — Velocity ' . ' ' ' ' . ' . . ' 4 14 sf Flow Area ' ' ~ ' ~ . . ' ' . Critical Oepth . . ' ' 2 . 12 ft U �O87 ft/ft Critical Slope . — Percen t Full . . ' . ' ' 78 '63 K �2 �fa Full Capacity ' ' ' . ' 41 .02 12 4 ^ Us UMAX �� ^94O ' ' ^ ' ' ^ ' ^ 44 . 12 / flow is Supercritical )- Froude Number ' ' . . ' . ` _ - - ' _ - open Channel Flow Module , Version 3 . 16 ( c ) 1990 Haestad Methods , Inc ' * 37 Brookside Rd w Waterbury , Ct 06708 _ '- _ � -- Circular Channel Analysis & Design solved With Manning,o Equation _ open Channel - Uniform f]OW _ worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO ' 38 — Solve For Actual Depth Given Input Data: 3 50 ft Diameter . . . ' . ' ' ' ' ' -- ^ O O12¢ ft/ft slope ' ' ' ' ' ' ' ^ ^ ' ' ' ' ' O O13 ManninQ ,e n ' ' . ' ' . ' . 84 40 ofo Diaoharge . . . . . ' ' ' ' ' Computed Results: 2 29 ft Depth . . ' . . . . . . . . . , ^ 1� 62 fpm ' Ve»lo(:1ty . . . . ' ' ' . . ' ' 6 69 of Flow Are»a . ' ' . . ' ' ' ' ' Critical Depth . ' . ' 2 .86 ft OO7"1 ft/ft critical Slope' ' . ' 0 .0071 5� %Peroent Full . ' . ' ' . 65 .57 Full Capaoit}~ . . . . . 110 '21 US 11�9 56 ofe QMA% �� y4O ^ ' ^ ' ^^ ' ^ ^ is Supercritical ) ^ 1 5� ( flow ' - Froude Number ' . ' ' ' ' ` _-. - _ _ _ - Open Channel Flow Module , Version 3 ' 16 W199Ob Ty Ct �67O8 Haeetad �Methods , Inc . * 37 Brookside Rd * W ater u , _ _ � — Circular Channel Analysis Q Design Solved with Manning "s Equaiion — Open Channel - Uniform flow — Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE ND . 39 _ Solve For Actual Depth Given Input Data:— 1 5O ft Diameter . . . . . . . . . . . 0 O100 ft/|'C slnpe . . . . . . . . . . . . . . O13 Manning "s n . . . . . . . 0 .013 -- Discharge ' ' ' ' . ' . ' . :3 .40 Us o Computed Results: — Depth . . . . . . . . , , , , , 0 .59 ft '3� fps VelooiCy . ' ' . . ' ' ' ' . 5 64 of Flow Area . . . . . . . . . 0 .64 Critical Oepth ' . ' ' 0 .70 ft — critical Slope . . . . 0 .0052 ft/ft Percent Full . . . . . . 39 . 13 %FUll Capacity . . . . . 10 .50 Us - QMAX @ ^94O ^ ^ ' ' ^ ' ' ' 11 '3O cfe Froude NUmber . . . . . 1 .41 ( flow is Supercr �a ' '- _ _ _ - open Channel Flow Module , Version 3 ' 16 ( o ) 1990 — Haemtad Methods , Inc ' * 37 Brookside Rd * Waterbury , Ct �67O8 ' _ - _ -- -_-- � — circular Channel Analysis & Design solved with Manning `o Equation _ Open Channel - Uniform flow _ Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO ' 40 — Solve For Actual Depth Given Input Data: 1 5O ft -- Diam��tp:r ' ' ' ' ' ' ' ' . . . O O315 ft/ft Slop*y ' . . . . . ' ' ' . . ' ' , �13 Manning "s n . ' ' ' . ' . 0 .013 6o �f� -- Oimoharge ' ' . ' ' . . ' ' 7 .60 Computed Results: O 67 ft Depth. . ' ' . . . . ' . ' . ' . O1 ��a -- Velocity ' . ' . ~ ' . . ~ . 10 .01 �6 �f Flow Area ' . . ' ' ' ' ' . 0 .76 critical Depth ' ' ' . 1 '07 ft - critical Slope . ' ' ' 0 .0071 ft/ft Percent FUll . . . . ' . 44 .46 % Full Cmpacity ' ' . ' ' 18 .64 cfa* QMAX @ ^94O ^ ^ ^ ^ ' ' ' ^ 20 ^05 Us Supercritical ) Froude Number . . . . . 2 .47 / flow is �uperor ' _ _ - _ _ Open Channel Flow Module , Version 3 . 16 ( o ) 1990 - Haeotad Methods, Inc . * 37 Brookside Rd w Waterbury , Ct 06708 -' _ � — Circular Channel Analysis & O�o�qn Solved with Manning "o Equation _ 0pc:,-n Channel - Uniform flow — Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO . 41 — Solve For Actual Depth Given Input Data: 3 5{) ft -- Diameter . ' ' . ' ' ' ' . ' . O 0070 ft/ft Slope ' . ' ' . ' , . _ , , , , , � O13 Manning "g n ' ' . ' . ' ' . �9 1O ofo -- Oi«;oharge ' . . ' ' ' ' ' ' . Computed Results: 3 1C) ft De:pth. ' . ' . . . ' ' . , _ , , � 88 fps -- Ve;looity . . . ' . ' ' ' ' ' ' 9 02 of Flow Arma . . ~ ' . ' ' . ' . Critical Oepth ' ' . . 2 .93 ft — Critical Slope . . ' . 0 .0076 ft/ft Percent Full ' . ' ' ' . 88 '67 % Full Capacity . . . . . 84 ' 18 cfo OMAX @! '94D ' ' ^ ^ ^ ' ' ^ 90 ^55 (:;fs i S boritio�l ) - FroUde Number 0 '86 ( flow o u ' _ _ _ _ '- _ Open Channel Flow Module , Version 3 . 16 ( o ) 1990 Ct 06708 - Haestad Methods , Inc . * 37 Brookside Rd * Waterbury " _ _ _ � — Circular Channel Analysis & Design solved With Manning `e Equation — open Channel - Uniform flow — Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO ' 42 — Solve For Actual Depth Given Input Data: 3 5O ft -- Diameter ' ' ' ' ' ' ' ^ ' ' ^ ' O 0005 ft/ft ��lope ' ' ' . ' . ' ' ' . ' ' ' Manning" U O13 e n . ' . ' ' ' . ' �� US -_ Oieoharge . . . . . ' . . . 91 .00 Computed Results: 2 81 ft Depth ' ' ' ' ' . ' ' ' _ _ , , ^ 1O 99 fps -- Velooity . ' ' . . ' ' ' ' ' . � Z8 ef Flow Area . . . . ' ' ' ' ' ' Critical Oepth . . . ' 2 .96 ft �O�8 ft/ft Critical Slope . . ' . 0 .0078 Percent Full ' . . ' . . 80 .30 % Full Capaoity ' . ' ' . 92 .76 ofo 78 9 �fa _ QMA% @ ^94O ' ' ' ' ' ^ ' ' 99 .78 `12 � floW i� Supercritical ) Froude Number ' . ' ' ' _ - open Channel Flow Module , version 3 .18 ( o ) 1990 Ct O6�� - Haegtad Methods , Inc . * 37 Brookside Rd * Waterbury , - . - - � — Circular Channel Analysis & Design solved With Manning 'm Equation _ Open Channel - Uniform flow _ worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO ' 43 — Solve For Actual Depth Given Input Data: 1 5O ft Diameter - ' ' ~ . . ' ' ' -- ' ' O 02O0 ft/ft Slope . . ' ' ' . . . ' ' . ' ' . O O13 Manning "e n . . . ' ' ' ' ' 6 7O Us-- Oi«ucharge . . ' ' ' . ' ' ' . Computed Results: O 71 ft Depth. . ' . . . . . . ' ' . ' . 8 19 fps ' -- Velocity . ' ' ' . . . . ' _ O 82 af Flow Area ' . . . . . ' ' ' . Critical Oepth ' ' ' . 1 '00 ft OO66 ft/ft Critical Slm�� ' ' ' ' (}. O9 %Peroent Full . ' . ' . . 47 .09 86 As Full Capac�ity ' ' ' ' ' 14 .86 98 5 ' Us OMAX 8� ^"94O ' ~ ^ ^ ^ ^ ' ' 15 .98 ( flow is Supercritical )- Froude Number . . . . ' . ` _ _ _ Open Channel Flow Module , Version 3 . 18 ( o ) 1990 y Ct O67O� - Hamstad Methods , Inc . w 37 Brookside Rd * Waterbury , _ - _ - - _ - � — Circular Chann Analyoio & De�ign ;olVtd with Manning "e Equation _ Open Channel - Uniform flow — Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO . 44 — Solv� For �otual D�pth Given Input Data: 1 50 ft Diameter ' ' ' ' ' ' ' . -- ^ ^ ' O 1248 ft/ft ��lope ' ' . ' ' . . ' ' . ' ' ' _ (� O13 Manning"s n ' . . ~ . ' . ' 6 80 cfe -- Oigc�harge . . . . . . ' ' ' ' Computed Results: O 43 ft Depth. . . - ' - ' . . . . . . . 1� 99 f ps ' Velocity . . ' . . . ' . ' . . ° O 43 gf Flow Area . ' . . ' . . . ' . Critical Oepth . ' ' ' 1 '01 ft OO66 ft/ft - Critical ��lope' ' ' - 0 .0066 �9 %Percent FUll ' . ' ' ' ' 28 -99 Full Capaoity . ' ' ' . 37 .11 cfe 39 92 of� ea - ��)� @ ^"�4D ^ ' ^ ' ^ ' ' ' ��^�4 ( flow � Supercritical ) Frnud Number . ` /e - - _ - _ - open Channel Flow Module , Version 3 . 16 ( c ) 1990 Ct ��O� - Haestad Methods , Inc. w 37 Brookside Rd * Waterbury , _ _ � — Circular Channel Analysis & Design solved With Manning 'a Equation _ Open Channel - Uniform flow — Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO ' 45 — Solve For Actual Depth Given Input Data: 3 .50 ft Oiam*»ter ' ' ^ ^ ' ' ' ' ' ^ O^O1OU ft/ft 5lope ' ' ' ' . . ' ' ' ' ' . ' ' O O13 Manning"m n ' . ' ' ' ' ' . ��6 6O cfx� Diocharqe . ' ' ' ' ' ' ' ' _ _ Computed Results: 2 75 ft Depth ' ' . . . ' ' ~ ' . ^ ^ ' ' 11 91 fps -- Velooity . . . ' ' ' . . . . , 8 11 ef Flow Area . ' . ' . ' ' ' ' . Critical Oepth . . ' ' 3 .03 ft Critical Slope . . . ' 0 .0085 ft/ft Full �8 60 y� percent u ' . ' ' ' ' ' ' - - 1O� 61 cfo Full Capacity . . . . ' . QMAX K8 94O . ' . ^ 1[)8 '23 cfe Supercritical ) ' ^ ' ' ^ 1 �5 / flow is SUpercr ' - Froude Number . ' . ' ' . ` _ _ _ _ _ Open Channel Flow Module , Version 3 . 16 ( o ) 199O Ct O�7�� Haestad Methods , Inc . * 37 Brookside R d Waterbury ,at��rbury , _ _ - � — Circular Channel Analysis & Design solved With y1anning ,o Equation _ open Channel - Uniform flow _ Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO ' 46 — solve For Actual Depth Given Input Data: 3 .50 ft [)iameter ^ ^ ^ ' ' ' ' ' ' ' O ^0325 ft/ft S1npe . ' . . . ' ' ' . ' ' . ' O 013 Manning,o n . ' ' ' ' ' . . 96 6¢ Us-- Oisoharge ' . . ' ' ' ' ' ' . Computed Results: 1 82 ft Dmp'th' ' ' ' . . . . ' ' ' . ' ' 19 15 fps -- ��locity . ' . . . ' . ' . ' . 5 C)4 af Flow Area . . . ' . ' ' ' ' ~ Critical Depth . . . ' 3 .03 ft — O . OO85 ft/ft Critical � lope . . . . �y1 � Percent Full ' . ' ' . ' 51 .91 Full Capacity . . ' . ' 181 '38 ofm OMAX �� y4D ' ' ^ ^ 1��5 ' l1 ofm Supercritical ) ^ ^ ^ ' ^ 2 .81 ( flow i� �upercr ' — Froud� Number ` - _ _ _ _ Open Channel Flow Module , Version 3 . 16 ( c ) 1990 ry , Ct C)67O8 - Haestad Methods , Inc . * 37 Brookside R�� W � ateruu ° _ � — Circular Channel Analysis & Design i "o Equation solved with M8nn �g — Open Channel - Uniform flow — Worksheet Name: SOUTH MESA ULTIM�TE Comment : PIPE NO . 47 — SActual Depth A Solve For � Giy�l� Input Data: 1 .50 ft -- Diameter ' ^ ^ ^ ' ^ ^ ^ ' ' O^U127 ft/ft s1ope . . . . . . . ' . . . . . A U13 Manning "o n . . ' ' . ' ' . 2 9O cfa -- Oianharge . ' ' . . . . ' . . Computed Results: O 51 ft Dept ^ ^ ~ . . . . . . . . . ' . . — 5 54 fps Velocity . . . . . . ' . . . ^ O 52 of Flow Area . . ~ ~ . . . . . . Critical Oepth . . . ' 0 .65 ft �O51 ft/ft — Critical Slope� . . . . 0 .0051 percent Full 33 72 %. . . , , ' . �4 Us Full Capacity . . . . . 11 .84 12 73 cfxa �MAX @ �y4D ^ ^ ^ ^ ^ ~ ^ ` ^ � Supercritical ) — ^ 1 61 ( flow o ' Froudr: Number ' ' ' . . ' ` ^ -_ _ _ _ _ _ _ �n Ch n�l Flow Module , Version 3 .16 ( o ) 1990 Ct 06708 Hm*�oytad Methods , Inc . open * 37 Brookside Rd * Waterbury , — - _ _ � — Circular Channel Analysis & Ocaign SnlVnd with M8nning ,a Equation — Open Channel - Uniform flow — worksheet Name: SOUTH MESA ULTIMATE comment : PIPE NO ' 48 _ Solve For Actual Depth _ Given Input Data: 1 5O ft ^ ^ ^ ^ Diameter . . ' , . ' . O O10O ft/ft Slope . . . . . , , , . , , , , , U O13 Manning ,s n . . . . ' . . . 4 20 cfe -- Diocharge . . . ' . . . . . ~ Computed Reaulter:' 66 � ft Depth^ ~ ' . ' ' . ' ' ' ' ' ' ' — 5 6l fps Velncity . . . . . . . . . - . O 75 of Flow Area . . . . ' ' ' ' ' ' Critical Oepth . . . . 0 .79 ft UO55 ft/ft Critical SlDpe . . . . 0 .0055 Percent FUll . . . , , . 43 '97 yK 5U �f� Full Capacity . . . . . 10 .50 3�1 ` Us[]MAX @ '94D ^ ^ ' ^ ~ ' ' ' 1 14C} ( flow is Supercritical ) FrOude NUmber . . . . . . , _ _ _ _ _ _ Open Channel Flow Module , Version 3 ' 16 ( c ) 1990bury , Ct 06708 - Ha**mtad Methods , Inc . * 37 Brookside Rd W � �^�. _ _ - _ -_ -- - � -~ Circular Channel Analysis & Design solved with Manning "a Equation — Open Channel - Uniform flow — Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO ' 49 — Actual Depth A Solve For c Given Input Data: 1 .50 ft _- Diameter ~ ^ ^ ' ^ ' ^ ^ ^ ' 8 ^0394 ft/ft 5lope . . . . ' . . . . . . ` . ^ " O 013 Manning 's n . . . . . ' ~ ~ 4 20 cfg -- OiSChargc . . . . . . . . . . Computed Results:Depth ^ ^ ^ � 46 ft Oep ' ' ' ' ' ' ' ' ' ' ' — � 23 fps Velocity . . , . . . , ` . . . O 45 ef Flow Area ' ' ' ' ' ' ' ' ' _ Critical Depth ' ' ' . 0 '79 ft ��55 ft/ft -- Critical Slope 0 .0055 percent FUll . ' . . ' . 30 ,44 % 85 Us Full Capucity . . . . . 20 -85 22 43 �f� OMA� @ 94D ^ ^ ^ ^ ^ ^ ^ ^ ^ i Supercritical ) — ^ 2 �3 ( flow � up ' Frnu�� Number . ` ^ - _ _ _ _ _ _ Open Channel Flom Module" Version 3 ' 16 ( c ) 1990 ry Ct ��U8 - Hae�otad Methods , Inc ' * 37 Brookside Rd W * ateruu , -' _ � -- Circular Channel Analysis & Design solved with Manning ,o E quation — Open Channel - Uniform flow — worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO . 50 — Solve For Actual Depth _ Given Input Data: 1 .50 ft Diameter ' ' ^ ^ ^ ^ ^ ' ' ^ O ^U265 ft/ft S10pe ^ ^ ^ ~ ^ ^ ^ ^ ^ ^ ` ' ^ O13 Man O r �� `o D . . . . . , . . ' 4 20 cf8 -- Discharge . Computed Results: — U ^ 51 ft Depth ^ ^ ' ^ . . . . . , . . . OO fps 8 Velocity . ~ . . . ^ ^ ^ ^ ^ . O 52 sf ^ Flow Area . . . . . . . . . �9 ft Critical Oepth ^ ^ ^ ^ 0 .79 ft/ft *» — Critical Slop . ~ ' ' ~ �3 76 % Percent Full - - - - - - - 1� 10 Us Full C�apac�it�/- ~*~ . ' 1� 3� of� C]MA� \@ 94D ' ' ^ ' ' ^ ' ~ i Supernriti��l � - ' ' 2 3�� ( flow ^ Froude Number ' ` _ _ _ open Channel Flow Module , Version 3~ 16 ( c ) 199U Ct 06708�8 — Haestad methods , Inc . * 37 Brookside R d Waterbury ,ate. bury , _ _ --- - _ - _ � -- Circular Channel Analysis & Design r Solved with Manning "a Equation — Open Channel - Uniform flow _ Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NU ' 52 — Solve For Actual Depth Given Input Data: 1 .50 ft _- Oimme:ter ' ' ^ ' ' ' ^ ' ' ' O'(]5O0 ft/ft G1oPe . ' ' . . , ' _ , , _ _ _ " � O13 Manning 's n . . . ' ' ' ' ~ 4 5U ofe Dimoharge . . ' . ' . . ' ' . _ Computed Results: O 44 ft Depth . . ' ' ' . ~ . . , ' ' ' ' 1O 25 fps ^ -- Velocity . . . . . . . . ' . � 44 of Flow Area . . ' ' ' ' ' ' . . Critical Depth ' . . ' 0 '81 ft �O56 ft/ft Critical Slnpe . ' ' ' 0 .0056-- Percent Full . ' ^ . . . 29 .66 �� ' 49 c��o Full Capacity . . . ' . 23 .49 �� 27 �f� OMAX @ .94D ' is �u Supercritical ) ' � 19 ( flow p ^ -- FroU�e Number ' ` -_ _ _ _ _ Open Channel Flow Module , Version 3 . 18 / o \ 1990 ry Ct �67�� Haeotad Methods , Inc . * 37 Brookside R d W * ate/uu " _ _ � — Channel Anal Circular unn Analysis & Design Solved With Mmnning , Equation qu ation — Open Channel - Uniform flow — Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO . 53 — or � Depth Solve Actual _ Given Input Data: 1 5O ft Diameter . . . . . . , ^ ^ ' . O 8481 ft/ft Slope ' ' ' ' ' ' . ' . ' . ' ' ' O 013 Manning "e n . . . . . . . . 20 US — Diaoharge . . . . . . . . , 22 .20 Computed Results: 1 18 ft Depth . . . . ' . . . . . . . — ^ ^ 14 85 fps Velocity . . ' . ' ' . ' ' ' ' 1 5O of Flow Area . . . . . . ' ' ' . Critical Oepth ' ' ' ' 1 '48 ft �4O6 ft/ft -- Critical slope-. . . 0 .0406 Percent FulI ' ' ' ' ' . 78 '87 % Full Capacity ' ' ' ' ' 23 '04 ofo 7�4 (Us Froude Nu[nber . . . . . - �M�% 8� '94D ' ' ' ^ ^ ' ' ^ 2 2'37 ( flow is Supercritical ) . ` _ _ _ ' ^ - open Channel Flow Module , Version 3 ' 16 ( c ) 1990 Ct U67�8 — Haeotad Methods , Inc . * 37 Brookside Rd * Waterbury , - _ _ � -- Circular Channel Analysis & Design solved with Manning "s Equation — open Channel - Uniform flow _ Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO ' 54 — Solve For Actual Depth Given Input Data: 1 .50 ft -_ Oiameter ' ^ ' ' ' ' ' ' ' ' �' 1400 ft/ft S1ope . . ' ' ' ' . . . . . . ' _ � O18 Manning "o n . . . ' ' ' ' . 7 20 Us Discharge ' Computed Results: O 43 ft Depth ' ' . ' ' . . ' ' ' ' ^ ^ ' 16 94 fps Qelooity ' . . . . ' . ' ' ' , � 43 gf Flow Area . . . ' ' . ' . ' . Critical Oepth . ' . ' 1 .04 ft al Slope. . ' ' 0 .0069 ft/ft Critio . - percent Full . . ' ' ' ' 20 .99 K 3O US Full Capaoity ' . . ~ . 39 .30 �8 2 ^ 08 QMAX @ '94D ^ ^ ' ' ^ ' ' ' 42 .28 ( flow io Supercriti��al \ Froude Number . . ' - ' ' ` _ _ _ _ Open Channel Flow Module , Version 3 . 16 ( o ) , 1�9� ry , Ct 06708 - Haeotac� Methoda , Inc . * 37 Brookside R d Wrr * �� rou _ � — Circular Channel Analysis & Design solved With Manning "a Equation Open Channel - Uniform flow _ Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO ' 55 — Solve For Actual Depth Given Input Data: 3 5U ft Diameter . . . ' . ' ' ' ' . -- ^ O U5U7 ft/ft Slope . . . . ' . ' ' ' . . . . ^ C] O13 Manning "e n ' ' ' ' ' . ' . 114 6¢ Us-- Dieoharge ' . ' . . . . ' ' ' Computed Results: 1 76 ft Depth . . ' ' . . . . ' ' . ' - ^ 23 61 fps -- Velooity ' . . . . . . ' . ' . 4 85 ,af Flow Areya ' ' ' ' . ' ' ' ' . Critical Depth ' ' ' ' 3 '21 ft () C�113 ft/ft Critical Slope ' - 35 � Percent Full ' ' ' ' ' ' 50 .35 Full Capacity ' ' ' ' ' 226 '54 US 69 of� Froude Number 3 OMAX �� ^94D ^ ^ ~ ^ ^ ^ ^ ' 243 .69 ( flow is Supercritical ) -- ` _ _ _ _ _ Open Channel Flow Module , Version i3 ' 16d( o )W1990b�ry {�t O67¢�9 — Heee;tad Methods, Inc . * 37 Brookside r� * Waterbury , _ _ __ _ � — Cirruln � r Chi, Anmlyoio & Dng�gn Solved With Manning "� Equm� zon — Open Chann(-'!l - Uniform flow — W.)rhah(7:�et Name: 5OUTH MESA ULTIMATE Comment : PIPE NO. 56 — Solve For Actual Depth Given Input Data: 3 ,50 ft [}iam*»ter ' ' ' ' ' ^ ' ' ' ' 0 ,0608 ft/ft Slope ' . . ' . . ' . . , . _ , O O13 Manning"e n ' ' ' . ' ' ' ' [> 114 0 cfo Oi,soharge . ' ' ' ' . . ' ' . _ Computed Results: 1 67 ft [)epth . . ' ' ' ' , ' _ _ ^ ' ' ^ 25 24 fpa velocity ' ' ' ' . ' ' ' , — ' ^ 4 52 of Flow Area . . ~ ~ . ' ' ' ' . Critical Depth - . . ' 3 '2� ft — C ' O112 ft/ft critical Slope . ' . . 47 6O %Peroent Fdll ' ' ' ' ' ' ' 248 08 cfe ' Full Capacity ' . ' . . QMAX @ .94D ' . ' 266 ^86 cfa iti��l ) ^ ' ' ' ^ ' 3 91 ( flow is Super(�r ' -- Froude Number . ` _ _ _ _ _ _ Open Channel Flow Module , Version 3 ' 16 ( c ) 199O Ct 04,708 O8 _ Haeotad Methods , Inc . * 37 Brookside Rd Waterbury ,* ��/ , _ _ _ � - Circular Channel Analysis & Design solved with Manning "a Equation - Open Channel - Unifornn flow _ worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO . 57 - Solve For Actual Depth Given Input Data: 3.50 ft _- C>iameter ^ ' ' ' ' ^ ' ' ^ ^ �''O984 ft/ft ��lope . . ' ' ' ^ ^ ^ ' ^ ' ^ ^ � 013 Manning,o n . ' ~ ' ' ' ' ' 114 00 Ofa Oischerge ' ' ' ' ' ' . . ' , _ Computed Results: 1 45 ft Depth ~ . . . . . . ^ ^ ^ ^ ^ ^ ' 30 15 fps ^ -- Velocity . . . ' ' . . ' . ' 3 78 af Flow f)rea ' ' ' ' . ' . ' ' . Critical Depth ' ' . . 3 .20 ft �112 ft/ft Critical Slope . . . . 0 .0112 56 � percent Full . . . . ' ' 41 .56 6O ��fo Full Capacity . . . . ' 315 .60 OMAX 8� 94D ' ^ ' 339 ^49 �:f«u Supercritical ) ' ' ^ ' ' ' 5 C)B ( flow is Supercr ' Froude Number ' . . . ' . ` _ Open Channel Flow Module , Version 3 . 16 ( o ) 1990 Ct O67 - Haeotmd Methods, Inc . * 37 Brookside Rd Waterbury ,at�x` bury , _ � -- Circular Channel Analysis & Design solved With Manning 'a Equation Open Channel - Uniform flow _ — worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO ' 58 — Solve For Actual Depth Given Input Data: 3 ,50 ft Oianoeter ' ^ ^ ' ' ^ ' ^ ~ ' 0 ,0858 ft/ft S1oPe ^ ' . ' . ^ ' ' ^ ^ ' ' ^ " O 013 Mannin�� o n . ' ' . ' ' ' ' 114 6O Us Discharge ' _ Computed Results: 1 52 ft Depth ' - . . . . . ' ' . ^ ' ^ ~ 71 fps Velooit� ' ' 2�. . ' . ' . ' ' . — 3 99 of Flow Area ' ' ' . ' . . ' ' . Critical Oepth ' ' ' . 3 .21 ft 0 {)113 ft/ft Critical Slope . 43 29 � t Full . percent ' ' . . . . �- _ ` ' -- - 7� cfa Full Capacity . . ' ' ' 294 .70 QMAX @ 94O ^ ^ ^ 317 ^O1 ofs( flow is Supercritical ) ~ ^ ' ' ' ' 4 �2 Froude Number . ` _ _ _ _ Open Channel Flow Module , Version 3 '16c: / ) 199O Ct O67O8 _ Haestad Methods , Inc ' * 37 Brookside Rd W bury� ��/ , _ � - l Analysis & Deeign Circular Channel Solved With Manning ,e Equation - Operl. Channel - Uniform flow - O Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO . 59 _ Solve For Actual Depth _ Given Input Data: 1 '50 ft Dia0eter ' ' ' ^ ^ ' ^ ^ ^ ' 0 _4498 ft/ft slope ^ ^ ^ ^ ^ ^ ` ^ ^ ' ^ ^ ^ 0 O13 ' ^ Manning "o n . . . . . . 4 9O cfa -- Diocharge . . . . . . . . . . Computed Results: 0 ,27 ft _ DePth ' ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ' ^ 22 91 fps ^ ^ ^ ^ ^ ' Velocity . . . . , 0 .21 of Flow Area ^ ' ' ^ ' ' ^ ' ' 0 .05 ft Depth epth ' - ' ' O-OO5�» ft/ft - critical slope. . . ' ' 1� 88 % ^ ^ percent Full . . . ~ ^ 7� 45 cf8 Full Capacity . . . . . - QMAX @ .94D ~ ^ ^ ^ ^ 75 ^78 ofo is Supercritical ) ^ ^ ' ~ ' 9 36 ( flow ' Froude Number -, . ` ` _ Open Channel Flow Mod ula " V�r inn 3 '16 ( c ) 1990 Ct 06708 Haee t d Methods , Inc ' * 37 Brookside Rd * Waterbury , _ _ _ -_ � -- Circular Channel Analysis & Design Solved With Mann ing "e Equation — Open Channel - Uniform flow — Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO . 60 — Solve For Actua l Depth Given Input Data: 1 '5U ft '- Dia0eter ^ ^ ' ' ' ' ^ ^ ^ ' 0 ,3411 ft/ft SloPe ^ ` ^ ^ ^ ^ ^ ^ ^ ^ ^ ~ ^ 0 .013 Manning `e n ^ ^ ^ ' ^ ^ ' 7 ,20 cfo - Diacharge . ~ . . . . . . . Computed Results: 0 ,35 ft Depth ^ ^ ^ ^ ^ ^ ^ ' ^ ^ ^ ^ ' 23 .26 fps VelOoity ' ^ ^ ' ` ^ ^ ^ ^ ^ 0 .31 ef Flow Area ^ ' ' ' ' ' ' ' ' 1 .04 ft Critical OePth~ ' ^ ^ O'O06q ft/ft Critical Slope . . . . . percent Full 13 % . ^ ^ 23 . . . . 61 35 �fa Capacity ^ Full Capac ' . . . ~- - QMAX @ .94D ^ ^ ^ ^ ^ 65 ^99 cfe i �Up�rcritical ) ~ ^ ' ^ ^ 8 29 ( flow o ' Fr[x�de Number ~ ` _ - _ _ methods , Channel Flow Module , W Version 3 ' 16 / o � 199{)bury Ct O67O8 Haestac< Op�n 37 Brookside RU * ate, , - Inc .' - � — Circular Channel Analysis & Design Solved with Manning 'a Equation — open Channel - Uniform flow _ worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO . 61 — Solve For Actual Depth Given Input Data: 2 .00 ft Diameter ^ ' ' ^ ^ ^ ' ^ ^ ' 0 .0224 ft/ft s1ope ' . ' _ , , _ _ , , , . . O 013 Mmnning "o n ' . ' ' . . ' ' 16 1O ofs Dischargo ' ' ' ' . . . ' . . _ Computed Results: � 97 ft Depth ' ' ' ' ' ' . . ' ' ^ ~ ^ ' 1[] 64 fps ' ' ' Velocity . ' . ' ' ' . . ' 1 51 sf ' Flow Area ' . ' ~ . . ' ' '- Critical Oepth ^ ' ^ ^ 1 ^ 45 f Critical Slnpe ' ' . . o .0066 ft/ft 55 %percent�r��nt Full . . ' ' ' . 48 -55 86 Us Full Capaoity . ' . . ' 33 .86 QMAX @ .94D . ' ' ' 36 '42 ofo Supercritical ) ^ ' ^ ^ ' 2 16 � flcx� is Super ' — Froud� Number ' ` _ _ Open Channel Flow Module , Version 3 . 16 ( c ) 1990 Ct O87O8 Haestad Methods , Inc . * 37 Brookside Rd w W atc:r , - _ -- � Circular Channel Analysis & Oeaign — Solved w ith Manning ,a Equation — open Channel - Uniform flow — Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO . 62 — Solve For Actual Depth Given Input Data: 2 _00 ft DiameteT ' ' ^ ' ^ ^ ' ' ' ^ 0 _0213 ft/ft S1Vpe ^ ^ ' ^ ' ' ^ ^ ' ^ ^ ' ^ 0 .013 Manning "o n^ ^ ' ^ ' ' ' 18 30 ofa Oisoharge . ' ' ' ' . ' ' . . _ Computed Results: 1 O6 ft Depth ' ' . . ' , , ^ ' ' ^ ' ^ . 1O 7�� fps Velocity ' ' . . ' . ' ' — ' ' ^ 1 .70 mf Flow Area ' ' ' ' ^ ^ ' ' ' 1 .54 ft Critical Ompth ^ ' ^ ' O^0O74 ft/ft critical SloPe ' ' ' . . — ' 1� � percent Full . . ' ' ' ' 53 O2 ofs Full Capac�ity ' ' ' . ' 33 .02 OMA% @ .94D ' ' 35 ^52 ofe ritical ) ^ ' ' ~ ' ' ' 2 O6 ( flow is 5uperc ' - Froud� Number . ` _ _ _ _ _ open Channel Flow Module , Version 3 . 16 ( c ) 1990 tury " Ct 067013 Haemtad Methods , Inc . w 37 Brookside Rd * Water _ _ -_ � Circular Channel Analysis & Design — r Solved w ith Monning "o Equation — open Channel - Uniform flow _ Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO . 63 — Solve For Actual Depth Given Input Data: 3 ,50 ft . Diameter ^ ^ ^ ~ ^ ^ ^ ~ ^ ^ O ,0205 ft/ft S1ope ' ^ ^ ' ^ ' ' ' ^ ^ ^ ^ ^ 0 .013 y1anninQ"s n - ' ' ' ' ' ' 125 '60 ofa Oieoharge ' . ' ' . ' ' . ' Computed Results: 2 _53 ft Depth ^ ^ ' ' ^ ^ ^ ^ ^ ' ^ ' ^ 16 .87 fps - Uelocity ^ ^ ^ ^ ^ ^ ^ ' ^ ' 7 ~44 of Flow Area' ^ ' ^ ' ~ ' ^ ' 3 .28 ft Critical Depth ' ^ ' ' {)^{�135 ft/ft Critical SloP� . . . ' ' - 72 26 �& Percent Full ' ' . ' . . � ' 144 .05 ofe Full Capacity ~ ~ . ~ ' 1G4^96 cfe Supercritical ) QMAX @ .94D ^ ^ ^ i S�peTor ~ ' ~ ' ^ ' 1 �3 ( flow e ^ ^ ^~�^ ' - Froude Number . ' . ' . . ` ' - _ _ open Channel Flow Module , Version 3 ' 16 ( c ) 199O�ury , Ct 06708 - . Haee»tad Methods , Inc . * 37 Brookside Rd W ~ a.-r _ _ _ Circular Channel Analysis & Design Solved with MaOning "g Equation - Channel - Uniform fl Ch l U if Open n ow - Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO' 64 _ Solve For Actual Depth _ Given Input Data: Diameter ' ' . . . . ' ' ' ' 3 .50 ft Slope ' ' ' ' . ' . ' ' ' ' . ' 0 '3904 ft/ft Manning "o n ' ' ' ' . . ' 0 .013 - Oisoharge . . . . . . . . . 127 .20 Us Computed Results: _- Depth ' ' . ' . . ' . . ' ' ' ' 1 .07 ft Velmcity . ' . . ' ' ' ' ' ' 51 . 18 fps Flow Area . ' ' ' . ' ' ' ' 2 '49 sf Critical Depth . ' . . 3 .29 ft - Critical Slope . . . . 0 .0138 ft/ft Percent Full ' . . . . ' 80 .51 % Full Capaoity . . . . . 628 .63 cfo - QMAX @ .94O ' ' . ' ' ' ' ' 676 '22 ofa Froude Number . ' . ' ' 10 .27 ( flow is Supercritical ) _ _ _ _ _ Open Channel Flow Module , Version 3 ' 16 ( c ) 1990 - HaeeCad Methods , Inc ' * 37 Brookside Rd * Waterbury , Ct 06708 _ -- Circular ChannEl Analyais & D�Gign Solv(.:!d with Manning "a Equation Open Channel - Uniform flow - Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO . 65 Solve For Actual Depth Given Input Data: -- Oiameter . ' ' ' ' ' ' ' ' ' 1 '50 ft S1ope . . . . . . . . . . . . . 0 '0150 ft/ft Manning "m n ' ' ' ' ' ' ' 0 '013 -- Discharge . . . ' . ' . - ' 12 .20 ofm Computed Results: -_ Depth ' . . . ' ' ' . . ' . . . 1 ' 17 ft Vmlooity ' ' ' ' ' . ' . . ' 8 .28 fps Flow Ar*ra . . ' ' ' ' ' ' . 1 '47 mf Critical Oepth ' ' . ' 1 .32 ft - Critical Slope. ' ' ' 0 '0121 ft/ft Percent Full ' ' . ' . ' 77 '68 % Full Cmpaoity . ' ' . . 12'87 cfs - OMAX @ .94D ' ' ' ' ' ' ' ' 13 '84 cfs Froude Number . ' ' ' ' 1 '34 ( flow is Super critioal ) _ - _ _ - _ Open Channel Flow Module , Version 3 ' 18 ( c ) 1990 - Haestad Methods , Inc. . * 37 Brookside Rd * Waterbury , Ct 06708 _ _ _ ___ _ Circular Channel Analysis & Design Solved with Manning "o Equation — open Channel - Uniform flow — Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO . 66 _ Solve For Actual Depth Given Input Data: — Oiameter ' ' ' . ' . ' . ' ' 1 .50 ft Slopo ' , . ' ' . ' ' ' . ' ' ' 0 .0384 ft/ft Manning "s n' ' ' ' . . ' 0 '013 -- Oisoharge . ' . ' ' ' . ' ' 3 .5() ofo Computed Results: Oepth' ' ' ' ' ' ' ' ' ' . ' . 0 '42 ft Velooity ' . . . ' . . . . ' 8 .60 fps Flow Area . . . . . ' . ' ' 0 '40 af Critical Depth . . . ' 0 '71 ft — Critical Slope' ' . . 0 '0053 ft/ft Percent Full ' . . ' ' ' 27 -90 % Full Capacity ' . ' . ' 20 .58 Us C]MAX @ '94O . . ' . . ' . . 22 ' 14 Us Froude Number . ' . ' . 2 .80 ( flow is Supercritical ) _ _ _ _ _ _ Open Channel Flow Module , Version 3 ' 16 ( o ) 1990 — Haestad Methods , Inc . * 37 Brookside Rd * Waterbury , Ct 06708 _ _ Circular Channel Analysis & Design Solved with Manning"n Equation - Open Channel - Uniform flow - Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO . 67 _ Solve For Actual Depth Given Input Data: - Oiametr:r ' . . ' ' ' ' ' . ' 1 .50 ft Slope . ' ' . ' ' ' . ' ' . ' ' 0 '{}285 ft/ft Manning "o n ' ' . ' ' ' ' 0 .013 -- Disoharge ' ' . ' ' ' ' . ' 3 '90 ofm Computed Results: Depth ' ' ' ' ' . . . . ' . ' ' 0 .48 ft Velooity ' . ' . ' ' ' . ' ' () '05 fps Flow Area . - ' ' ' . ' ' ' 0 '48 of Critical Depth ' ' ' . 0 .76 ft Critical Slope ' ' ' ' 0 '0054 ft/ft Percent Full . . . ' ' ' 31 .86 % Full Capaoity ' ' . ' ' 17 '73 ofa - OMAX @ '94O ' ' . ' . ' ' ' 19 '08 cfo Frpude* Number . . . ' . 2 '41 ( flow is Supercritical ) '- _ _ _ _ Open Channel Flow Module , Version 3 . 16 ( c ) 1990 - Haemtad Methods, Inc . w 37 Brookside Rd * Waterbury , Ct 06788 _ - -- - Circular Channel Analysis & Design Solved with Manning "o Equation - Open Channel - Uniform flow - Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO . 68 - Solve For Actual Depth Given Input Data: - Oiameter ' ' ' . . . ' . . ' 1 '67 ft Slope ' ' ' ' ' ' . . ' ' ' ' ' 0 .0100 ft/ft Manning "o n . ' ' . ' ' ' 0 '013 - Discharge ' ' ' ' ' ' . . ' 7 '40 cfm Computed Results: Depth. ' ' . . ' ' . . ' ' . ' 0 .86 ft - Velocity ' . ' ' ' . ' . ' ' 6 .48 fps Flow Area . . . ' . ' ' ' ' 1 . 14 of Critical Depth ' ' ' ' 1 .02 ft - Critical Slope ' ' ' ' 0 .8058 ft/ft Percent Full ' ' . . . . 51 .71 % Full Capacity . . . . . 13 .99 ofo _ C]MAX @ .94D . . ' ' ' ' ' ' 15 .05 Us Froude Number . . . . ' 1 '38 ( flow is Supercritical ) _ _ _ _ - Open Channel Flow Module , Version 3 . 16 ( o ) 1990 - Haestad Methods, Inc . * 37 Brookside Rd * Waterbury , Ct 06708 _ _ _ Circular Channel Analysis & Design Solved with Manning "o Equation - Open Channel - Uniform flow - Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO ' 69 _ Solve For Actual Depth Given Input Data: - Oimmeter ' ' ' ' ' ' . ' . . 1 '50 ft Slope ' . . . ' ' ' ' ' ' ' . ' [] .0202 ft/ft Manning "o n ' . ' . . ' . 0 '013 - Oischarge ' ' ' ' . . ' ' ' 2 .50 cfs Computed Results: _ Depth . ' . ' . ' . . . . . ' . 0 .42 ft Velooity ' ' . . . . ' . ' ' 6 '27 fps Flow Area ' ' ' ' ' ' ' ' ' 0 '40 gf Critical Oepth ' . . . 0 .60 ft Critical Slope' ' . . 0 .0050 ft/ft Percent Full . . ' . ' . 27 '68 % Full Capacity ' . ' ' . 14 '93 cfo - OMA)( K@ .94O . ' ' . ' . ' ' 16 '06 ofs Froude Number . . . . ' 2 '03 ( flow is Supercritical ) _ _ - _ Open Channel Flow Module , Version 3 . 16 ( c ) 1990 - Hexes/tad Methods, Inc . * 37 Brookside Rd * Waterbury , Ct 06708 - _ Circular Channel Analysis & Design Solved with MonninA "o Equation — Open Channel - Uniform flow - Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NU ' 70 _ Solve For Actual Depth Given Input Data: - Oiameter ' ' ' . . ' ' ' . . 1 .50 ft slope . . . . . . . ' ' ' ' . ' 0 '0824 AM Manning "o n ' ' ' ' . ' ' 0 '013 -- Oiecharge . . . . . . . . . 2 .40 ofo Computed Results: Depth' . ' ' ' . . . . . ' ' ' 0 .29 ft Velooity ' . ' ' ' . . . . ' 10 '20 fps Flow Areya ' ' ' ' ' . ' ' . 0 .24 af Critical Oepth . . . ' 0 '59 ft Critical Slope. ' ' ' 0 '0050 ft/ft Percent Full ' ' ' ' ' ' 19 '08 % Full Capaoity ' ' ' . . 30 ' 15 ofg - OMAX @ '94O . . . . . ' ' ' 32 '44 ofo Froude Number ' ' ' . . 4 .03 ( flow is Supercritical ) _ _ _ _ _ _ Open Channel Flow Module , Version 3 ' 16 ( o ) 1990 - Haestad Methods , Inc . 37 Brookside Rd w Waterbury , Ct 06708 - - _ Circular Channel Analysis & Design Solved with MaDning "n Equation - Open Channel - Uniform flow - Worksheet Name: SOUTH MESA ULTIMATE Comment : PIPE NO ' 71 - Solve For Actual Depth Given Input Data: -- Oiameter ' ' ' . . ' ' ' ' ' 1 .50 ft Slope ' ' . ' . . . . ' ' ' ' ' 0 '0718 ft/ft Manning ,o n ' . . . ' . ' 0 '013 - Oisoharge ' ' ' . ' . . . . 4 '90 ofo Computed Results: Depth ' ' ' ' ' . ' ' ' . ' ' . 0 .42 ft - Velooity ' ' ' ' . ' ' ' . . 11 .96 fps Flow Area ' . . ' ' . . . . 0 '41 sf Critical Depth ' ' . ' 0 .85 ft - Critical Slope' ' ' ' 0 '0057 ft/ft Percent Full . ' ' ' ' ' 28 '24 % Full Capaoity . ' ' ' ' 28 . 15 cfo OMAX @ .94O ' ' ' ' ' ' ' . 30 '28 ofa Froude Number - ' ' ' ' 3 '82 ( flow is Supercritical ) _ - Open Channel Flow Module , Version 3 . 16 ( c ) 1990 - Hae,»tad Methods , Inc . * 37 Brookside Rd * Waterbury , Ct 06708 _ _ _ Triangular Channel Analysis & Design Open Channel - Uniform flow _ Worksheet Name: SOUTH MESA Comment : DITCH 1 Solve For Depth — Given Input Data : Left Side Slope ' ' 1 '00: 1 / H:V \ Right Side Slope ' 1 '00: 1 ( H:V ) -' Manning"o n ' . . . . ' 0 '018 Channel Slope ' . ' ' 8 '0100 ft/ft Diecharge ' . . . . ' . ' 2.00 ofo _ Computed Results : Depth . . ' ' ' ' ' . . ' ' ' 0 .76 ft velooity ' . ' ' ' ' ' . . 3 '44 fps - Flow Area . ' . ' . . . . 0'58 of Flow Top Width ' . . 1 '52 ft Wetted Perimeter ' 2. 16 ft — Critical Depth ' . ' 0 '76 ft Critical Slope. . ' 0'0104 ft/ft Froude Number ' ' ' . 0 '98 ( flow is 8uboritical ) _ _ _ _ _ _ — Open Channel Flow Module, Version 3' 16 ( o ) 1990 Heestad Methods , Inc . * 37 Brookside Rd * Waterbury , Ct 0870 _ _ _ TriiingUlar Channel Analysis & Design Open Channel - Uniform flow _ Worksheet Name: SOUTH MESA - Comment : OITCH 2 Solve For Depth _ Given Input Data: Left Side Slope . . 1 .0O: 1 ( H:V ) Right Side �lope ' 1 ,U8: 1 ( vi:V ) - Manning"s n. ' . . . ' 0 '018 Channel Slope ' . ' ' 0 '0100 ft/ft Diaoharge ' ' ' . . . . ' 2 . 10 cfo _ Computed Results: Depth ' ' ' . . . . . ' ' . ' 0'78 ft _ Velooity . . . . . . . . . 3 .49 fpo Flow Area ' ' . ' ' . . . 0 .80 sf Flow Top Width ' ' ' 1 '55 ft Wetted Perimeter ' 2 '20 ft - Critical Depth ' ' . 0 '77 ft Critical Slcpe. . . 0 .0103 ft/ft Froude Numbmr ' . ' ' 0 '99 ( flow is Subcritic.al ) _ _ _ - _ Open Channel Flow Module , Version 3. 16 ( o ) 1990 Haestad Methods , Inc . * 37 Brookside Rd * Waterbury , Ct 06708 _ _ _ Circular Channel Analysis & Deoign Solved with Manning 'e Equation - h l Uniform Open C anne - n orm fl ow - Worksheet Name: SOUTH MESA Comment : DITCH 3 Solve For Actual Depth Given Input Data : Dinmeter ' . ' ' . ' ' ' . ' 2 .0¢ ft Slope . . ' . . . . . ' ' ' ' ' 0 .0200 ft/ft Manning "o n . ' ' ' ' ' . 0'013 Digoharge . ' . . ' . ' ' ' 2 .70 (:;fs Computed Results: _ []er'.)th. . . . . . . . . . . . . 0 '39 ft Velooity . . . . . . . . . . 8 '20 fpo Flow Area . ' . . . . ' . ' 0.44 oxf Critical Depth . ' . ' 0 '57 ft - Critical Slope' . . . 0 .0045 ft/ft Percent Full ' ' ' ' ' ' 19 .64 % Full Capaoity . . . . . 31 .99 ofa — OMAX @ .94O ' . . . . ' . . 34 '41 tfs Frmude Number . ' ' ' . 2 .09 ( flow is Supercritical ) _ _ _ _ Open Channel Flow Module , Version 3 ' 16 ( o ) 1998 Haestad Methods, Inc . * 37 Brookside Rd * Waterbury, Ct 06708 _ _ _ ' Triangular Channel Analysis & Design Open Channel - Uniform flow _ Worksheet Name: SOUTH MESA - Comment : DITCH 4 Solve For Depth _ Given Input Data: Left Side Slope ' ' 1 '00: 1 ( H:V ) Right Side Slope ' 1 '00: 1 ( H:V ) — Manning "o n ' ' . ' ' . O '018 Channel Slope ' ' . ' 0 .0500 ft/ft Dimoharge ' . ' ' . . . . 3 .50 US Computed Results: Depth ' ' ' . ' . ' . ' . ' ' 0 .70 ft _ Velocity . . . . ' . . . . 7 '24 fps Flow Area ' ' ' ' . ' ' . 0 '48 sf Flow Top Width . ' ' 1 .39 ft Wetted Perimeter . 1 .97 ft Critical Oepth . . . 0 '95 ft Critical Slopo . . . 0 .0096 ft/ft Froude Number ' ' ' ' 2 . 17 ( flow is Supercritical ) ' _ - Open Channel Flow Module , Version 8 ' 18 ( c ) 1990 Haestad Methods , Inc . * 37 Brookside Rd * Waterbury , Ct 06708 _ _ Triangular Channel Ana lyoio & Design Opon ChaDnel - Uniform flnw _ Worksheet Name: SOUTH MESA - Comment DITCH 5 Solve For Depth _ Given Input Data: Left Side Slope ' ' 1 '(.)O: 1 ( H:V ) Right Side Slope . 1 '00: 1 ( H:V ) - Manning "s n ' . . ' ' ' 0 .018 Channel Slope . . ' ' 0 .0500 ft/ft Oiecharge ' ' ' . ' ' ' ' 7 '20 ofo _ Computed Results: Oepth . ' . ' ' ' ' . . . . . 0 .91 ft Velooity ' . ' ' ' ' ' ' ' 8 .67 fpa Flow Area . ' ' . . ' . . 0 '83 of Flow Top Width . . . 1 .82 ft Wetted Perimeter ' 2 .58 ft — Critical Depth . ' . 1 .26 ft Critical Slope ' . . 0 '0087 ft/ft Froude Number ' . ' ' 2 '26 ( flow is Supercritical ) -- _ _ - _ Open Channel Flow Module, Version 3 . 16 ( o ) 1990 Haestad Methods , Inc ' * 37 Brookside Rd * Waterbury , Ct 067[)8 _ - _ - - Triangular Channel Analysis & Ocoign Open Channel - Uniform flow _ Worksheet Name: SOUTH MESA _ Comment : DITCH 6 Solve For Depth Given Input Data: Left Side Slope ' ' 1 '0{): 1 ( H:V ) _ Right Side Slope . 1 '00: 1 ( H:V ) Manninq "a n. . . ' ' ' 0 .018 Channel Slope . . ' ' 0 '0400 ft/ft Dieyoharge ' ' . . . ' ' ' 3 .90 ofe _ Computed Results: Oepth . ' ' ' . ' . ' ' ' . ' 0.75 ft — Velooity . . . . . . . . . "6 .84 fpo Flow Area ' . . . . ' ' ' 0 '57 sf Flow Top Width ' . ' 1 '51 ft _ Wetted Perimeter . 2 . 14 ft Critical Oepth . . ' 0 '99 ft Critical Slope ' ' . 0 .0095 ft/ft Froude Number ' ' . . 1 '96 ( flow is Supercritical ) _ _ _ - _ Open Channel Flow Module , Version 3 ' 16 ( o ) 1990 Haemtad Methods , Inc . w 37 Brookside Rd * Waterbury ,' Ct 06 _ Circular Channel Analysis & Design Solved with Manning "o Equation — Open Channel - Uniform flow - Worksheet Name: SOUTH MESA Comment : DITCH 7 _ Solve For Actual Depth Given Input Data: — Diameter . . ' ' ' . . ' . . 2 '00 ft Slope ' . . . . . . . . ' ' . ' 0 .0200 ft/ft Manning "o n ' ' ' . ' ' ' [) '013 -- Diax:hmrge ' ' . . ' ' . ' ' 2 '80 ofo Computed Results: _ Depth . . . . . . ' ' ' ' . ' ' 0 .40 ft Velooity ' . . . . . . . . . 6 .26 fps Flow Area ' ' ' . ' . ' ' ' 0 .45 af Critical Oepth . . . . 0 '58 ft Critical Slope . . . . 0 .0045 ft/ft Percent Full . ' ' ' ' . 19 '99 1 Full Capaoity . ' ' . ' 31 .99 ofa - QMA% @ .94D ' . ' . . ' . ' 34 .41 mfoy Froude Number ' ' ' ' ' 2 '09 ( flow is Supercritical ) _ _ _ - _ Open Channel Flow Module , Version 3 . 18 ( c ) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury , Ct 06708 - _ _ Circular Channel. Analysis & Design Solved with Mann i ng 's Equation Open Channel - Uniform flow Worksheet Name: SOUTH MESA Comment : DITCH 8 Solve For Actual Depth Given Input Data: Diameter . . . . . . . . . . 2 .00 ft Slope . . . . . . . . . . . . . 0 .0200 ft/ft Manning 's n . . . . . . . 0.013 Discharge . . . . . . . . . 2 .20 cfs Computed Results: Depth. . . . . . . . . . . . . 0 .36 ft Velocity . . . . . . . . . . 5 .83 fps Flow Area . . . . . . . . . 0 .38 sf Critical Depth . . . . 0 .52 ft Critical Slope . . . . 0 .0045 ft/ft Percent Full . . . . . . 17 .76 % Full Capac:ity . . . . . 31 .99 cfs _. QMAX @ .94D . . . . . . . . 34 .41 cfs Froude Number . . . . . 2.07 ( flow is Supercritical ) Open Channel Flow Module , Version 3 . 16 ( c ) 1990 Haestad Methods , Inc . * 37 Brookside Rd * Waterbury , Ct 06708 _ Circular Channel ADa>yoio & Design Solved with Manning ",�-:; Equation - Open Channel - Uniform f>OW - Worhahnet Name: SOUTH MESA Comment : DITCH 9 - Solve For Actual Depth Given Input Data: Oiameater ' . . ' ' . . ' . ' 2 '00 ft Slope ' ' ' ' . . . ' . . . . . 0 '0200 ft/ft Manning "o n ' ' . . ' . ' 0 .013 - Diacharge . ' . ' ' ' ' ' ' 1 .20 (:;fm Computed Results: Os:pth. . . ' . ' ' ' ' . . . . 0 .26 ft Velooity . . . . . . . . . . 4 '87 fps Flow Area . . ' ' ' ' ' ' ' 0 .25 oxf Critical Depth . ' . ' 0 .38 ft Critical Slope ' ' . . 0'0046 ft/ft Percent Full . ' ' ' ' ' 18 '24 % Full Capacity . ' . ' . 31 .99 ofs - OMAX @ '94O . . ' ' ' ' ' ' 34 '41 ofm Frmude Number . . ' . ' 2 .O1 ( flmW io Superoritical ) _ _ _ _ _ _ Open Channel Flow Module , Version 3 . 16 ( c ) 1990 - Haestad Methods, Inc . * 37 Brookside Rd * Waterbury, Ct 06708 _ -- -- - ''---- - _ Circular Channel Analysis Q Design Solved With Mmnninq "o Equation - Open Channel - Uniform flow - Worksheet Name: SOUTH MESA Comment : DITCH 10 _ 3olwr* For Actual Depth Given Input Data: Diameter ' ' ' .. . . . . . 2 '00 ft Slope ' ' ' ' ' ' ' ' ' ' ' ' ' 0 '0200 ft/ft Manning "o n . . . ' . ' ' 0 '013 - Discharge ' . . ' ' ' ' ' ' 1 ' 10 ofo Computed Results: [ epth' . ' ' ' ' ' ' ' ' ' ' ' 0'25 ft -- Velooity ' ' . ' ' ' . ' ' . 4 .75 fpm Flow Area . ' ' ' ' ' ' ' ' 0 '23 of Critical Depth . ' . ' 0 .36 ft - Critical Slope ' . . . 0.0047 ft/ft Percent Full . ' ' ' ' ' 12 '69 % Full Capacity . . . . . 31 '99 ofo - QMAX @ .94D ' . . . . ' . ' 34 '41 ofs Froudo Number . ' ' ' ' 2'00 ( flow is Supercritical ) _ _ '- _ _ - Open Channel Flow Module , Version 3 . 16 ( c ) 1990 - Haemtad Methods , Inc . * 37 Brookside Rd * Waterbury , Ct 06708 - _- - _ _ Circular Channel Analysis & Design Solved with Manning "s Equation — Open Channel - Uniform flow — Worksheet Name: SOUTH MESA Comment : DITCH 11 _ Solve For Actual Depth Given Input Data: -- Oiametevr ' . . ' ' . . . ' . 2 '00 ft Slope . ' . . . . . ' ' ' ' ' ' 0 '0100 ft/ft Manning "s n ' ' ' ' ' ' ' 0 '013 -- Oiaoharge ' ' ' ' ' . . ' ' 1 . 10 ofa Computed Results: O«apth. . . ' . ' . ' . ' . . . 0 '30 ft - Velocity ' . ' . ' . ' . . . 3 '72 fpo Flow Arcam . . . . . . ' ' ' 0 .30 sf Critical Depth . . ' . 0 .36 ft - Critical Slope . ' . . 0 '0047 ft/ft Percent Full ' . . . . ' 15 '00 % Full Capacity . ' ' . . 22'62 cfm - OMAX |@ '94D ' ' ' . . ' ' ' 24 '34 cfo Froude Number ' . . ' . 1 '44 ( flow is Supercritical ) _ _ _ _ _ _ Open Channel Flow Module , Version 3 ' 16 ( o ) 1990 — Heeetad Methods , Inc . * 37 Brookside Rd w Waterbury , Ct 06708 _ _ Circular Channel. Analysis & Design Solved with Mann i ng 's Equation open Channel - Uniform flow - Worksheet Name: SOUTH MESA Comment : DITCH 12 Solve For Actual Depth Given Input Data: Diameter . . . . . . . . . . 2 .00 ft Slope . . . . . . . . . . . . . 0 .0100 ft/ft Manning 's n . . . . . . . 0 .013 Discharge . . . . . . . . . 1 .00 cfs Computed Results: Depth. . . . . . . . . . . . . 0 .29 ft Velocity . . . . . . . . . . 3 .62 fps Flow Area . . . . . . . . . 0 .28 sf Critical Depth . . . . 0 .34 ft Critical Slope . . . . 0 .0047 ft/ft Percent Full . . . . . . 14 .:3:3 % Full Capacity . . . . . 22 .62 ofs AMAX @ .94D . . . . . . . . 24 .34 Us Froude Number . . . . . 1 .44 ( flow is Supercritical ) Open Channel Flow Module , Version 3 . 16 ( c ) 1990 Haestad Methods , Inc . * 37 Brookside Rd * Waterbury , Ct 06708 Circular Channel Analysis & Design Solved with Manning "e Equation — open Channel - Uniform flow - Worksheet Name: SOUTH MESA Comment : DITCH 13 _ Solve For Actual Depth Given Input Data: - Oiameter . ' ' . . . ' . ' ' 2 '00 ft slope ' ' . ' ' ' . ' ' . ' ' ' 0 '¢200 ft/ft Manning ,a n . . . . ' ' ' 0 '013 — Disoharge ' ' . . . . . . . 4 .20 ofm Computed Results: Depth. . . . . . . . . . . . . 0 .49 ft Velooity ' ' . ' ' . ' ' ' ' 7 '[)5 fps Flow Area . . ' . . . . . . 0 '60 ef Critical Depth . . ' . 0 .72 ft Critical Slope ' ' . ' 0 .0045 ft/ft Percent Full ' . ' . ' ' 24 .47 % Full Capaoity . ' ' ' ' 31 .99 US QMAX @ '94D' . . ' ' . ' ' 34 '41 ofa Froude Number . . ' . ' 2' 11 ( flow is Supercritical ) - - _ Open Channel Flow Module , Version 3 . 16 ( o ) 1990 - Haeystmd Methods, Inc . * 37 Brookside Rd * Waterbury , Ct 06708 _ Circular Channel Analysis & Design Solved With Manning `a Equation - open Channel - Uniform flow - Worksheet Name: SOUTH MESA Comment : DITCH 14 _ Solve For Actual Depth Given Input Data: - Oiameter' ' . . ' ' ' ' ' ' 2 .00 ft Slope . . ' ' ' . ' . ' ' ' ' ' 0 '0200 ft/ft Manning"s n ' ' . . ' ' . 0 '013 -- Disoharge ' ' ' ' ' . ' ' ' 1 .40 cfo Computed Results: D**pth' ' ' . . ' ' ' ' ' ' ' ' 0 '29 ft - Velocity ' ' . ' ' ' ' . ' ' 5 ' 10 fps Flow Area' ' ' ' . ' ' . ' 0 .27 sf Critical Oepth ' ' . ' 0 .41 ft - Critical Slope ' . ' . 0 '0046 ft/ft Percent Full . . ' . . ' 14 .26 % Full Capaoity . . . ' ' 31 '99 mfa - OMAX @ .94O . . ' . ' ' . ' 34 '41 ofe Froude Number . . ' . . 2 .[)3 ( flow is Supercritical ) _ _ _ _ _ Open Channel Flow Module, Version 3 . 16 ( o ) 1990 - Haeetad Methods , Inc . * 37 Brookside Rd * Waterbury, Ct 06708 - _ _ Triangular Channel Analysis & Design Open Channel - Uniform flow _ Worksheet Name: SOUTH MESA - Comment : DITCH 15 Solve For Depth _ Given Input Data: Left Side Slope ' ' 1 '00: 1 ( H:V ) Right Side Slope ' 1 '00: 1 ( H:V ) - Manning "s n ' . ' ' . . 0'018 Channel Slope ' . ' ' 0 .0500 ft/ft Discharge. . ' . . ' . ' 2 .70 ofe Computed Results : Depth' . ' ' . ' . ' ' ' ' ' 0 '63 ft - Velnnity ' . . . . . . ' ' 6 '79 fps Flow Area ' ' ' ' ' . . . 0'40 of Flow Top Width , . ' 1 '26 ft Wetted Perimeter ' 1 '78 ft - Critical Depth ' ' ' 0 .85 ft Critical Slope ' ' ' 0 '0100 ft/ft Froude Number ' . . ' 2 ' 13 ( flow is Supercritical ) _ - _ - _ Open Channel Flow Module , Version 3 ' 16 ( o ) 1990 Haestad Methods , Inc . * 37 Brookside Rd * Waterbury , Ct 06708 - - - Circular Channel Analysis & Design Solved with Manning 'a Equation - Open Channel - Uniform flow - Worksheet Name: SOUTH MESA Comment : DITCH 16 _ Solve For Actual Depth Given Input Data: - Dimmeter . . . . ' ' . ' ' ' 2 '00 ft Slope ' ' ' ' ' ' ' ' ' . . ' ' 0 '0700 ft/ft Manning "o n ' ' . . ' ' . 0 '013 -- Oischarge . ' ' . . ' ' ' ' 2 '40 ofo Computed Results: Uepth . . . . . ' . . ' ' ' ' ' 0 '27 ft Velmcity . ' ' . ' ' ' ' ' ' 9 .30 fps Flow Area . . . . . ' ' . . 0 '26 of Critical Depth ' . . . 0 '54 ft - Critical Slope ' ' . ' 0 '0045 ft/ft Percent Full ' ' . ' . . 13 '87 7. Full Capaoity ' ' ' . ' 59 .85 cfo - QMAX @ '94O . ' ' ' . ' ' ' 64 .38 ofo Froude Number . ' ' . . 3 '78 ( flow is Supercritical ) _ _ _ _ _ _ Open Channel Flow Module , Version 3 . 16 ( o ) 1990 - Haeotad Methods , Inc . * 37 Brookside Rd * Waterbury , Ct 06700 - _ _ — Circular Channel Analysis & Design Solved with Manning "e Equation — [¢xer channel - Uniform flow — Worksheet Name: SOUTH MESA Comment : DITCH 17 — Solve For Actual Depth Given Input Data: -- Diams:ter ' . . . ' ' . ' ' . 2 '00 ft slope ' ' . . ' ' ' . ' ' . . ' 0 '0100 ft/ft Manning "a n . ' . ' . ' ' 0 '013 Oi,aoharge . ' ' . . ' ' ' ' 2 -80 Us Computed Results: Depth . . . . . . ' ' ' . . ' ' 0 .46 ft -- Veluoity . ' . . ' ' . . . ' 4 '80 fpm Flow Area . ' ' ' . ' . ' ' 0.54 ef Critical Depth ' ' ' ' 0 '56 ft — Critical Slope ' ' ' ' 0 '0045 ft/ft Percent Full ' . . ' . ' 22 .89 % Full Capmoity . . ' ' ' 22 .62 ofo _ QMAX @ '94O . . ' ' ' ' ' ' 24 '34 Us Froude Number ' . . ' . 1 .49 ( flow is Supercritical ) _ � _ _ -- _ Open Channel Flow Module , Version 3 ' 16 ( c ) 1990 — Haestad Methods , Inc . * 37 Brookside Rd * Waterbury , Ct 06708 _ _ _ ` -d- T�TQA� �[ -z ~ Recording Requested BY: ) � ��R� ) TU��T �U��g� City of Encinitas U �1�0-K When Recorded Mail to: > City Clerk . City of Encinitas ) ) 5[)5 South Vulcan Avenue ' Encinitas, CA 92{]24 ) FOR THE BENEFIT OF THE CITY )SPACE ABOVE FOR RECORDER'S USE ONLY ) DRAINAGE EASEMENT Assessor's Parcel No. Project No.: 0 VV'[}' No.: Toll CA IV, L.P., a California Limited Partnership, hereinafter designated Grantors do hereby grant, bargain, convey and release unto the City of Encinitas, herein designated Grantae, its successors and assigns, a perpetual easement and right-of- way upon, through, under, over and across the hereinafter described real property for the installation, construction, maintenance, repair, replacement, reconstruction and . inspection of an enclosed flood DRAINAGE channel and all structures incidental thereto, and for the f|ovva0o of any waters in' over, upon or through said channel, together with the perpetual right to remove trees, bushes, undergrowth, and any other obstruction interfering with the use of said easement and right-of-way by the Grantee, its successors orassigns. To have and to hold said easement and right-of- way unto itself and unto its successors and assigns forever together with the right to convey said easement, or any portion of said easement, to other public agencies. The real property referred to herein above and made subject to said easement and right-of-way by this grant is situated in the City of Encinitas, County of San Diego, State ofCalifornia, and is particularly described as follows: - ` SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF BY TBZB REFERENCE, The Grantee' its successors and assigns, shall be responsible for operating, maintaining, and keeping in good repair the above described works of improvement. Drainage easement 11-20-00 bak The Grantor, his successors and assigns, reserves the right to enclose in a manner approved by the Grantee, its successors and assigns, any portion of an unenclosed flood drainage channel provided such enclosure is constructed or installed by a licensed contractor in accordance with plans and specifications approved by and to the satisfaction of the Grantee, its successors and assigns. In granting its approval, the Grantee, its successors and assigns, may impose reasonable conditions including but not limited to, the filing by the contractor or Grantor of an adequate form of security, as approved by the City Engineer, to guarantee completion of the work. There is reserved to the Grantor, his successors and assigns, the right and privilege to use the above described land of the Grantor at any time, in any manner and for any purpose not inconsistent with the full use and enjoyment by the Grantee, its successors and assigns, of the rights and privileges herein granted. Dated this � ` day of / "! , 2001 . Grantor: Toll CA IV, L.P., a California Limited Partnership r� Signature of Owners to be notarized. Attach the appropriate acknowledgments. I certify on behalf of the City Council of the City of Encinitas, pursuant to authority conferred by Resolution No. 94-107 of said Council adopted on November 9, 1994 that the City of Encinitas accepts and consents to the making of the foregoing DRAINAGE EASEMENT Dedication and consents to recordation thereof by its duly authorized officer. Date: -- Q By: Alan D. Archibald Director of Engineering Services City of Encinitas Drainage easement 11-20-00 bak CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of On �� V' before me, XL Date Name Title of Officer(e.g.. 'Jane oe,Notary Publi " (l e� personally appeared l,� v � Nanne(s)of i er(s) personalty known to me proved to me on the basis of satisfactory evidence to be the person;s<whose nam% 'is/�;K subscribed to the within instrument and acknowledged to me that he/s,>6/tbeey executed the same in his/hevtbe'ir authorized capacityf jW, and that by his/�er/t}wr signature(r$'jon the instrument the person(101 or .i the entity upon behalf of which the personK REBECCA C.GORE acted, executed the instrument. Commission#1281226 Notary IC-Cdffarla WI NES my hand and o I s Orange County k WCartvn E1it5Oct21.2fD4 Ih Place Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document h and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document i Title or Type of Document: t Document Date: Number of Pages: l~ fi Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer p Signer's Name: - :•- �' ❑ Individual Top of thumb here ❑ Corporate Officer—Title(s): rl ❑ Partner—❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee i ❑ Guardian or Conservator ❑ Other: h �z Signer Is Representing: I ®1999 National Notary Association•9350 De Soto Ave.,P.O.Box 2402•Chatsworth,CA 91313-2402•www.nationalnotary.org Prod.No.5907 Reorder:Call Toll-Free 1-800-876-6827 EXHIBIT "A" LEGAL DESCRIPTION PUBLIC STORM DRAIN & SEWER EASEMENT ALL THAT PORTION OF LOTS 4 AND 5 OF CITY OF ENCINITAS TRACT NO. 99- 137, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, SATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 13998 FILED IN THE OFFICE OF THE RECORDER OF SAID SAN DIEGO COUNTY JULY 11, 2000, AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 4; THENCE SOUTH 17 027'22" WEST 105.23 FEET TO THE BEGINNING OF A NON-TANGENT 74.00 FOOT RADIUS CURVE CONCAVE EASTERLY, A RADIAL TO SAID POINT BEARS NORTH 17 011'48" WEST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 42 015'19", A DISTANCE OF 54.57 FEET; THENCE NORTH 17 027'22" EAST 312.52 FEET TO THE BEGINNING OF A NON-TANGENT 78.00 FOOT RADIUS CURVE CONCAVE WESTERLY, A RADIAL TO SAID POINT BEARS SOUTH 85 053'48" WEST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35 023'14", A DISTANCE OF 48.17 FEET; THENCE SOUTH 17 027'22" WEST 126.46 FEET TO THE POINT OF BEGINNING. CONTAINING 0.181 ACRES MORE OR LESS THIS PROPERTY DESCRIPTION HAS BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. oar dos vv �+ q Zap 9 3� 0 0 MICHAEL S. BUT ER, PLS 6922 DATE CAL1��P�`P SB&O,INC. Encinitas Ranch-South Mesa Job No.56062.00,March 20,2001 1 of 1 0:1560621LEGALSIESMT-BN0RY2 EXH IB I T 08 i LA ppSTA z oo OUAIL o GARDENS DRIVE •• a I s Cl) i LEUCADL4 BpULEYARO ' l z cl, PASEO DE LAS 1 FLOR£S I I OLWL 0 � GARDENS z ENC/N/TAS I � aDUL£�ARD S/TE ' V i NOT 70 SC4LE 1 ® /NDYC47E:S PU" S70 M DRNN AND SEWER EASEMENT GRANTED. ❑1 /NOYPIA7ES PAYVATE ACCESS'S / 0 35'23'14' EASEMENT W 7 /ABLE R=78.01 ' OFFER OF DEMAMV REJECTED •� �r L=48.17' PER AG4P NO. 13998. �� 1i F S17-27221Y J 126.46' �v ry P.O.B. ry 105.23 X42'15'19" g�e� R-74.00' y Lm�54.57' F9 I I Nir11'48w L ho, b-g22 i EOF CPL 1 jY,r R JY0 J !-' PUBL/C STORM DRAIN AND SEWER EASEMENT SB ENC/N/TAS TRACT NO. 99-137, S011M MESA & 0 LOT 4 AND 5 MAP NO. 13998 3-20-01 56062X07DWG 56062.01 Recording Requested By: 1 City of Encinitas 1 When Recorded Mail to: 1 City Clerk 1 City of Encinitas ) 505 South Vulcan Avenue ) Encinitas, CA 92024 1 FOR THE BENEFIT OF THE CITY )SPACE ABOVE FOR RECORDER'S USE ONLY DRAINAGE EASEMENT Assessor's Parcel No. Project No.: azg5y- 6/y Q/ 03 W.0. No.: Toll CA IV L P a California Limited Partnership, hereinafter designated Grantors do hereby grant, bargain, convey and release unto the City of Encinitas, herein designated Grantee, its successors and assigns, a perpetual easement and right-of- way upon, through, under, over and across the hereinafter described real property for the installation, construction, maintenance, repair, replacement, reconstruction and inspection of an enclosed flood DRAINAGE channel and all structures incidental thereto, and for the flowage of any waters in, over, upon or through said channel, together with the perpetual right to remove trees, bushes, undergrowth, and any other obstruction interfering with the use of said easement and right-of-way by the Grantee, its successors or assigns. To have and to hold said easement and right-of- way unto itself and unto its successors and assigns forever together with the right to convey said easement, or any portion of said easement, to other public agencies. The real property referred to herein above and made subject to said easement and right-of-way by this grant is situated in the City of Encinitas, County of San Diego, State of California, and is particularly described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF BY THIS REFERENCE, The Grantee, its successors and assigns, shall be responsible for operating, maintaining, and keeping in good repair the above described works of improvement. Drainage easement 11-20-00 bak The Grantor, his successors and assigns, reserves the right to enclose in a manner approved by the Grantee, its successors and assigns, any portion of an unenclosed flood drainage channel provided such enclosure is constructed or installed by a licensed contractor in accordance with plans and specifications approved by and to the satisfaction of the Grantee, its successors and assigns. In granting its approval, the Grantee, its successors and assigns, may impose reasonable conditions including but not limited to, the filing by the contractor or Grantor of an adequate form of security, as approved by the City Engineer, to guarantee completion of the work. There is reserved to the Grantor, his successors and assigns, the right and privilege to use the above described land of the Grantor at any time, in any manner and for any purpose not inconsistent with the full use and enjoyment by the Grantee, its successors and assigns, of the rights and privileges herein granted. Dated this day of 641,44!7 , 2001 . Grantor: Toll CA IV, L.P., a California Limited Partnership Signature of Owners to be notarized. Attach the appropriate acknowledgments. I certify on behalf of the City Council of the City of Encinitas, pursuant to authority conferred by Resolution No. 94-107 of said Council adopted on November 9, 1994 that the City of Encinitas accepts and consents to the making of the foregoing DRAINAGE EASEMENT Dedication and consents to recordation thereof by its duly authorized officer. Date: 7- 7 By Alan D. Archibald Director of Engineering Services City of Encinitas Drainage easement 1 1-20-00 bak CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of 01 On before me, e� c co, * kd� Date n ,n Name Title of Officer(e.g.,"Jane Le,Notary Publi " i> ,�; personally appeared Names)of i er(s) personally known to me is Ci proved to me on the basis of satisfactory evidence to be the person>�whose name�is/�;e subscribed to the within instrument and acknowledged to me that he/sue/tb4Ky executed the same in his/be /tbRir authorized i capacitya&gj, and that by his/�/t-lv_<r signature(zf on the instrument the person(;,, or the entity upon behalf of which the person,Fs�j acted, executed the instrument. REBECCA C. GORE l CCU _1@WCarnrn.ExphzOct21,20D4 Com►nission tk 11226 Notary Public_�� I NES my hand and o�ffc�jal seal �� Orange County (�\ ;� 'T9aMFNCWryWaWcw Signature of Notary Public I� 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 Document Title or Type of Document: _ Document Date: _ Number of Pages: It Signer(s) Other Than Named Above:_ ( Capacity(ies) Claimed by Signer IT Signer's Name: ❑ Individuals u� Top of thumb here ❑ Corporate Officer—Title(s): 11 ❑ Partner—❑ Limited ❑ General ❑ Attorney in Fact <1' ❑ Trustee N ❑ Guardian or Conservator ❑ Other: _ h� Signer Is Representing: _ h� Ifh %C;r--C. �.��✓�v.r ©1999 National Notary Association•9350 De Soto Ave.,PO.Box 2402•Chatsworth,CA 91313-2 02•www.nalionalnolary.org Prod.No 5907 Reorder.Call Toll-Free 1-800-876-6827 EXHIBIT "A" LEGAL DESCRIPTION PUBLIC UTILITY, SEWER, STORM DRAIN & ACCESS EASEMENT ALL THAT PORTION OF LOT 4 OF CITY OF ENCINITAS TRACT NO. 99-137, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, SATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 13998 FILED IN THE OFFICE OF THE RECORDER OF SAID SAN DIEGO COUNTY JULY 11, 2000, AS SHOWN ON EXHIBIT "B"ATTACHED HERETO AND MADE A PART HEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 4: THENCE SOUTH 17 027'22" WEST 105.23 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 19 052'24" EAST 53.71 FEET TO THE BEGINNING OF A NON- TANGENT 48:00 FOOT RADIUS CURVE CONCAVE SOUTHEASTERLY, A RADIAL TO SAID POINT BEARS NORTH 19 052'24" WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 49°00'32", A DISTANCE OF 41.06 FEET; THENCE SOUTH 21007'05" WEST 190.19 FEET TO THE BEGINNING OF A TANGENT 200.00 FOOT RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 17 024'55", A DISTANCE OF 60.79 FEET; THENCE SOUTH 38 032'00" WEST 7.66 FEET; THENCE SOUTH 57 041'19" EAST 128.92 FEET; THENCE SOUTH 34 043'26" WEST 28.02 FEET; THENCE NORTH 57 041'19" WEST 102.63 FEET; THENCE SOUTH 38 032'00" WEST 33.44 FEET TO THE BEGINNING OF A TANGENT 172.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35 037'38", A DISTANCE OF 106.95 FEET; THENCE SOUTH 02 054'21" WEST 123.58 FEET TO THE BEGINNING OF A NON-TANGENT 323.00 FOOT RADIUS CURVE CONCAVE SOUTHERLY, A RADIAL TO SAID POINT BEARS NORTH 6 018'57" EAST; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19 037'47", A DISTANCE OF 110.66 FEET; THENCE SOUTH 02 054'21" WEST 25.17 FEET TO THE BEGINNING OF A NON-TANGENT 300.00 FOOT RADIUS CURVE CONCAVE SOUTHERLY, A RADIAL TO SAID POINT BEARS NORTH 27 049'38" EAST; SBBO,INC. Encinitas Ranch-South Mesa Job No.56062.00,March 20, 2001 1 of 2 D:1560621LEGALSIESMT-BNDRY3 THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19 057'10", A DISTANCE 104.47 FEET; THENCE NORTH 82 007'32" WEST 34.13 FEET; THENCE NORTH 83 027'33" WEST 134.82 FEET; THENCE NORTH 03 02943" WEST 28.44 FEET; THENCE SOUTH 83 027'33" EAST 109.17 FEET; THENCE NORTH 02 054'21" EAST 114.29 FEET TO THE BEGINNING OF A TANGENT 228.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35 037'38", A DISTANCE OF 141.77 FEET; THENCE NORTH 38 032'00" EAST 66.21 FEET TO THE BEGINNING OF A TANGENT 172.00 FOOT RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 17 024'55", A DISTANCE OF 52.28 FEET; THENCE NORTH 21°07'05" EAST 146.13 FEET TO THE BEGINNING OF A TANGENT 40.00 FOOT RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33 024'26", A DISTANCE OF 23.32 FEET TO THE BEGINNING OF A REVERSE 74.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 85 005'33", A DISTANCE OF 109.90 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 0.860 ACRES MORE OR LESS. THIS PROPERTY DESCRIPTION HAS BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. P�%.AND SU9 y\02T��s.BUTCtiFG�� 9 0 uj 9 U. -4z��3 — — 6 Q MICHAEL S. bUTCriER, PLS 6922 DATE srgTE OF CP�'\�OQ SB&O,INC. Encinitas Ranch-South Mesa Job No.56062.00,March 20,2001 2 Of 2 D:1560621LEGALSIESMT-BNDRY3 LA EXH/B/T '�B� CpSTA '9vENVE- l >- o OUNL z o o GARDENS l DRIVE 51702722 1Y l a 105.23' / T1 LEUCADL4 BOULEVARD T P.a a O PASEO z p=85'05'MAP 1 DE LAS R=74.00' FLORES L=109 90' o ° OUA/c 2 CARDENS 33'24 26" DRVE R-40.00' • W 1=23.32' ENCINIT S h1 eovcEV SITE Irv, VICINITY MAP 6 Ivor roSCALE 1T24'55' ® INDIWES-PUWC UTILITY, SEWER, R=200.00' STORM DRAIN AND ACCESS L=60.79' E4 SEMEW GRANTED. N38'32'00or SW32100 V ❑1 IND/CQ4TES PRNATE ACCESS 66.21' `�4'S� 7.66' EASEIVEM WITH IRRSHOC BLE OF �i- OFFER OF DlMrATION REJECTED ?�•fl�� . PER MAP NO. 13998. 1 DATA TABLE 2200' � 4 s34'+3:�6w p 6 SMAIG RADIUS LENGTH 141.77 3 28.02 1 1 S19 W W IE 53.71 a=35'37'38' 2 49'00'32" 48.0►0' 41.06' R=172.00 3 N57'41'19"WV 102.63' L=106.95' 4 &W32'001W 33.44' N2'54 21"E / S2'54 211W 5 IN8200772AW 34 13' 114.29' 123.58' 6 17'2455' 172.00' 52.28' . [,V6'18'S7 ' (R) A 'rag. - �.MVC ' 0=19'37 '47 N329 43'W R=3 3. 0 1 �, 0 28.44 1 V83"27;UAW I ' ft a 5 S2'54 21 lY y I 25. 17' �l OFC' I f I L - - - 3 -- I 41, I I p-19'57'10' R=300.00 L=104.47' PUBLIC UTILITY, SEWER, STORM DRAIN AND S-B ACCESS EASEMENT, ENCINITAS TRACT NO. 99-137, SOUTH MESA LOT 4, MAP NO. 13998 & 0 3-20-01 56062%08 DWT 56062.01 U; i UT�HI' [� 1� [�: i1� H- . ' Recording Requested BV: > �� E-K-f- City Of Encinitas UURY TT��: When Recorded Mail to: ) - City Clerk ) City of Encinitas ) 505 South Vulcan Avenue ) Encinitas, CA 92{}24 ) FOR THE BENEFIT OF THE CITY )SPACE ABOVE FOR RECORDER'S USE ONLY DRAINAGE EASEMENT Assessor's Parcel No. Project No.: ' VV.{]' No.: Toll CA IV, L.P., a California Limited Partnership, hereinafter designated Grantors do hereby grant, bargain, convey and ro|aoaa unto the City of Encinitas, herein designated Grantee, its muooaeaore and assigns, e perpetual easement and right-of- way upon, through, undar, over and across the hereinafter described real property for the installation, construction, maintenance, repair, replacement, reconstruction and inspection of an enclosed flood DRAINAGE channel and all structures incidental thereto' and for the flowage of any vvatona in, over, upon or through said channel, together with the perpetual right to remove tnmon, bushes, undergrowth, and any other obstruction interfering with the use of said aoaernant and right-of-way by the Grantee, its successors orassigns. To have and to hold said easement and right-of- way unto itself and unto its successors and assigns forever together with the right to convey said easement, or any portion of said easement, to other public agencies. The real property referred to herein above and made subject to said easement and right-of-way by this grant is situated in the City of Encinitas, County of San Diego, State of California, and is particularly described as follows: SEE EXHIBIT "J\" ATTACHED HERETO AND MADE A PART HEREOF BY TBZB REFERENCE, The Grantee, its successors and assigns, Sh@U be responsible for operating, maintaining, and keeping in good repair the above described vvOrkS of improvement. Drainage easement 11-20-00buk The Grantor, his successors and assigns, reserves the right to enclose in a manner approved by the Grantee, its successors and assigns, any portion of an unenclosed flood drainage channel provided such enclosure is constructed or installed by a licensed contractor in accordance with plans and specifications approved by and to the satisfaction of the Grantee, its successors and assigns. In granting its approval, the Grantee, its successors and assigns, may impose reasonable conditions including but not limited to, the filing by the contractor or Grantor of an adequate form of security, as approved by the City Engineer, to guarantee completion of the work. There is reserved to the Grantor, his successors and assigns, the right and privilege to use the above described land of the Grantor at any time, in any manner and for any purpose not inconsistent with the full use and enjoyment by the Grantee, its successors and assigns, of the rights and privileges herein granted. Dated this �23 f day of 11 ' 2001 . Grantor: Toll CA IV, L.P., a California Limited Partnership Signature of Owners to be notarized. Attach the appropriate acknowledgments. I certify on behalf of the City Council of the City of Encinitas, pursuant to authority conferred by Resolution No. 94-107 of said Council adopted on November 9, 1994 that the City of Encinitas accepts and consents to the making of the foregoing DRAINAGE EASEMENT Dedication and consents to recordation thereof by its duly authorized officer. Date: ?_�rte( gy Alan D. Archibald Director of Engineering Services City of Encinitas Drainage easement 11-20-00 bak CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California JoRao, ss. County of ��. On �� before me, Date Name Title of Officer(e.g.."Jane boe,Notary Publi&Lj I> personally appeared Name(s)of i er(s) ti personally known to me u proved to me on the basis of satisfactory evidence 's to be the person;W whose name�s<is/�X E� subscribed to the within instrument and acknowledged to me that he/sue/they executed the same in his/het/ttyeir authorized capacitySj®5J, and that by his/fye</ttwr signature(a'/on the instrument the person(;or 1 the entity upon behalf of which the persor,< REBECC/1 C. GORE acted, executed the instrument. �} pq�- d ? ITN SS my hand and cial s I Orange county lewcaylm as0ct21.2X)4 a Signature of Notary Public C C OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document F� and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: I l 1 K Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual Top of thumb here . ❑ Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: I 0 1999 National Notary Association•9350 De Soto Ave.,P.O.Box 2402•Chatsworth,CA 91313-2402-www.nationalnotary.org Prod.No 5907 Reorder:Call Toll-Free 1-800-876-6827 EXHIBIT "A" LEGAL DESCRIPTION PUBLIC UTILITY, SEWER, STORM DRAIN & ACCESS EASEMENT ALL THAT PORTION OF LOT 5 OF CITY OF ENCINITAS TRACT NO. 99-137, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 13998 FILED IN THE OFFICE OF THE RECORDER OF SAID SAN DIEGO COUNTY JULY 11, 2000, AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST SOUTHERLY CORNER OF LOT 1 OF SAID MAP NO. 13998; THENCE NORTH 26 006'42" EAST 68.97 FEET ALONG THE SOUTHEASTERLY LINE OF LOT 1 TO THE NORTHEASTERLY LINE OF SAID LOT 5; THENCE SOUTH 63 053'18" EAST 56.00 FEET; THENCE SOUTH 26 006'42" WEST 149.90 FEET TO THE BEGINNING OF A TANGENT 372.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 29 045'25", A DISTANCE OF 193.20 FEET; THENCE SOUTH 03 038'44" EAST 137.82 FEET TO THE BEGINNING OF A TANGENT 172.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03 041'15", A DISTANCE OF 11.07 FEET; THENCE SOUTH 07 019'59" EAST 89.30 FEET TO THE BEGINNING OF A TANGENT 435.00 FOOT RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19 001'45", A DISTANCE OF 144.47 FEET; THENCE SOUTH 11 041'47" WEST 86.72 FEET TO THE BEGINNING OF A TANGENT 22.00 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 102 009'18", A DISTANCE OF 39.22 FEET; THENCE NORTH 89 032'29" EAST 58.71 FEET TO THE BEGINNING OF A TANGENT 772.00 FOOT RADIUS CURVE CONCAVE NORTHERLY; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02 036'20", A DISTANCE OF 35.11 FEET; THENCE NORTH 86 056'09" EAST 38.46 FEET; THENCE SOUTH 10 042'46" WEST 28.83 FEET; THENCE SOUTH 86 056'09" WEST 31.60 FEET TO THE BEGINNING OF A TANGENT 800.00 FOOT RADIUS CURVE CONCAVE NORTHERLY; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02°36'20", A DISTANCE OF 36.38 FEET; SB60,INC. 1 Of 2 Encinitas Ranch-South Mesa Job No. 56062.00,March 20,2001 0:1560621LEGALSIESMT-BNDRYi THENCE SOUTH 89 032'29" WEST 58.71 FEET TO THE BEGINNING OF TANGENT 50.00 FOOT RADIUS CURVE CONCAVE NORTHERLY; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 53 014'58", A DISTANCE OF 46.47 FEET; THENCE SOUTH 52 047'27" WEST 54.66 FEET TO THE BEGINNING OF A NON-TANGENT 78.00 FOOT RADIUS CURVE CONCAVE EASTERLY, A RADIAL TO SAID POINT BEARS SOUTH 50 030'35" WEST; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 84 056'58", A DISTANCE OF 115.65 FEET TO THE BEGINNING OF A REVERSE 40.00 FOOT RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33 045'46", A DISTANCE 23.57 FEET; THENCE NORTH 11 041'47" EAST 39.24 FEET TO THE BEGINNING OF A TANGENT 379.00 FOOT RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19 001'45", A DISTANCE OF 125.87 FEET; THENCE NORTH 07 019'59" WEST 89.30 FEET TO THE BEGINNING OF A TANGENT 228.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03°41'15", A DISTANCE OF 14.67 FEET; THENCE NORTH 03 038'44" WEST 137.82 FEET TO THE BEGINNING OF A TANGENT 428.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 29 045'25", A DISTANCE OF 222.29 FEET; THENCE NORTH 26 006'42" EAST 80.93 FEET TO THE POINT OF BEGINNING. CONTAINING 1.265 ACRES MORE OR LESS. THIS PROPERTY DESCRIPTION HAS BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. 5.8�pG9G o 9 ff 3 MICHAEL S. BUTC R, PLS 6922 DATE �C�l�C SS&Q,INC. 2 Of 2 Encinitas Ranch-South Mesa Job No.56062.00,March 20,2001 D:1560621LEGALSIESMT-BNORYI EXH IB I T 10B jr LA COSTA A`ENl/E' 1 _ 2 � QUA/L z p 0 GARDENS Q 0 4 DRIVE A O•B. O ► N o = y N26006'42T �O e- 80.93 �0 �? 2 LEUCAD/A BOULEVARD 0 5 PASEO DE LAS AO-� FL ORES 1 o ° OUA/L GARDENS V N DRIVE Q=2945 25" a N$ R=372.010' QL=193.20' ENCIN/TAS BOULEVARD V/C/N/TY MAP NOT m SCALE LEGEND N u� INDICAMS PUBLIC U77LITY, SEWER, - ao ® STORM DWN AND ACCESS E4SEMENT GMN7ED. ❑1 INDICATES PRIVATE ACCESS 3 E4SEMENT #77H /RREM9CABLE OFFER OF DMC477ON REJECTED 1 S7.19'59 PER MAP NO. 13998. 89.30' DA TA TABLE N7.19'S9'1V / Q=19'01'45" Q 86 4ONG RADIUS LD'VGTH 89.30' R_4J5 00' I 1 N26006'42r 68.97' L=144.47' 2 S63'53'18T 56.00' 3 3'41'15" 172.00' 11.07' aµLAHo 4 102'09'18" 22.00' 39.22' A=19'01'45" 5 N89'32 29 wE 58.71' R-379.00� o c 6 2'3620" 772.00' 35.11, L=125.87 ML M 7 N86056109WE 38.46' 8 S1004246'1V 28.83' 1`N11'41'471' oF c►►Lo 9 S86'S6'09'WV 31.60' 39.24' 10 2'3620" 80000' 36.38' 14 S11041'471V 11 S89'32 29�V 58.71' 86.72' 7 12 5XW59" 50.00' 46.47' 4 5 6 13 S504727'WY 54.66' 14 33'4546" 40.010' 23.57' 15 3'41'15" 228.010' 14-57' Q=84'5658 8 R=78.010' 9 'iV S50'30'35 (RJ L=115.65' � 12 1 10 — - - — — PUBLIC Url,11TY, SEWER, STORM DRAIN AND SB ACCESS EASEMENT, ENC/N/TAS TRACT NO. 99-137, SOUTH A�/ESA L OT 5, mAP NO. 13998 gC 0 3-20-01 56062X06.DWG 56062.01 Li. L iJIA.�- IRECZ11-ILED ON �C 1, Recording Requested by: City of Encinitas When Recorded, Mail to : City Clerk City of Encinitas 505 South Vulcan Avenue Encinitas, CA 92024 For the benefit of the City SPACE ABOVE FOR RECORDER' S USE ONLY SEWER EASEMENT Asses orfs Parcel Project No. No. W.O. No. Toll CA IV, L. P. , a California Limited Partnership hereinafter designated Grantor (s, owner (s) of the hereinafter described lands, for a valuable consideration, do (es) hereby GRANT and CONVEY to the City of Encinitas herein designated Grantee, a perpetual easement and right-of-way upon, through, under, over and across the hereinafter described real property for the installation, construction, operation, maintenance, repair, replacement, and reconstruction of SEWER pipe lines and/or mains, manholes, sewer lateral pipe lines, and all structures incidental thereto, together with the perpetual right to remove buildings, structures, trees, bushes, undergrowth, flowers, and any other obstructions interfering with the use of said easement and right-of-way by Grantee, its successors or assigns and in addition thereto, to remove soil and other materials within said right-of-way and to use the same in such manner and at such locations as said Grantee may deem proper, needful or necessary in the construction, reconstruction and maintenance of said sewer lines or structures incidental thereto. To have and to hold said easement and right-of-way unto itself and unto its successors and assigns forever, together with the right to convey said easement, or any portion of said easement, to other public agencies . The real property referred to herein and made subject to said easement and right-of-way by this grant is situated in the County of San Diego, State of California, and is particularly described as follows : See Exhibit "All and Exhibit "B" attached hereto and made a part hereof by this reference . The Grantors may, at their own risk, use the surface of the above described real property in a manner that will not interfere with or be detrimental to the use of said easement and right-of-way by Grantee, its successors and assigns, provided no trees shall be planted or grown thereon. The Grantors hereby covenant and agree for themselves, their heirs, successors and assigns, that there shall not be constructed or maintained upon the above described real property or within said easement and right-of-way any building or structure of any nature or kind that will interfere with the use of said easement and right-of-way by Grantee, its successors or assigns, or that will interfere with the ingress or egress along said easement by said Grantee, its successors or assigns . The Grantee hereby covenants and agrees for itself, its successors and assigns, not to prevent the Grantors, their successors or assigns, from crossing over said real property and agrees that the Grantors, their heirs, successors and assigns, may enjoy the continued use of the surface of said real property herein described, subject to the conditions above stated; and the Grantee hereby covenants and agrees that after the installation of any pipe line by it in any excavation made by it in the above described easement and right-of-way it will backfill any such excavation made by it so as to fill said excavation as nearly as practicable to the level of the surrounding ground, and will replace any oiled, asphalt or concrete surface with like material and will replace any fence removed by it . Executed this �23 (TQ. day of 114d,44 � OWNER: By 4r� �� ✓�� Z By. [Signature of OWNER must be notarized. Attach the appropriate acknowledgement . ] CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT I State of California ss. County of 0J /1 it I I; I On before me, Date Name Title of Officer(e.g.,"Jane Doe,Notary Pub " � li personally appeared � Name(s)of j er(s) I personally known to me ❑ proved to me on the basis of satisfactory evidence to be the personfWwhose name�q<is/�;e subscribed to the within instrument and acknowledged to me that he/sOd t e t executed the same in his/het/tlyeir authorized capacity(iW, and that by his/.W` /tW signature(,e'jon the instrument the persons,or the entity upon behalf of which the person�< acted, executed the instrument. M1 0I W TN S my hand and cial Ndaly hAft-Ca1loello CronW Cam► wc ckm.=4 Signature of Notary 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 Document Title or Type of Document: I, I Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: i ❑ Individual Top of thumb here ❑ Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑General ❑ Attorney in Fact ❑ Trustee i ❑ Guardian or Conservator ❑ Other: I� Signer Is Representing: ri i ©1999 National Notary Association•9350 De Soto Ave.,P.O.Box 2402•Chatsworth,CA 91313-2402•www.nationalnotary.org Prod.No.5907 Reorder:Call Toll-Free 1-800-876-6827 GOVERNMENT CODE SECTION 27281 icertify on behalf of the City Council of the City of Encinitas, pursuant to authority conferred by Resolution of said Council, adopted on November 9, 1994 , that the City of Encinitas consents to the making of the foregoing Grant of Easement for Public Sewer Purposes, accepts the easement granted thereon, and consents to the recordation thereof by its duly authorized officer. Dated: By: --r7�A Jtjif Alan D. Archibald, P.E. Director of Engineering Services SUBORDINATION AGREEMENT EXHIBIT "A" LEGAL DESCRIPTION PUBLIC UTILITY, SEWER, STORM DRAIN & ACCESS EASEMENT ALL THAT PORTION OF LOT 4 OF CITY OF ENCINITAS TRACT NO. 99-137, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, SATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 13998 FILED IN THE OFFICE OF THE RECORDER OF SAID SAN DIEGO COUNTY JULY 11, 2000, AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 4: THENCE SOUTH 17 027'22" WEST 105.23 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 19 052'24" EAST 53.71 FEET TO THE BEGINNING OF A NON- TANGENT 48:00 FOOT RADIUS CURVE CONCAVE SOUTHEASTERLY, A RADIAL TO SAID POINT BEARS NORTH 19 052'24" WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 49°00'32", A DISTANCE OF 41.06 FEET; THENCE SOUTH 21007'05" WEST 190.19 FEET TO THE BEGINNING OF A TANGENT 200.00 FOOT RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 17 024'55", A DISTANCE OF 60.79 FEET; THENCE SOUTH 38 032'00" WEST 7.66 FEET; THENCE SOUTH 57 041'19" EAST 128.92 FEET; THENCE SOUTH 34 043'26" WEST 28.02 FEET; THENCE NORTH 57 041'19" WEST 102.63 FEET; THENCE SOUTH 38 032'00" WEST 33.44 FEET TO THE BEGINNING OF A TANGENT 172.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35 037'38", A DISTANCE OF 106.95 FEET; THENCE SOUTH 02 054'21" WEST 123.58 FEET TO THE BEGINNING OF A NON-TANGENT 323.00 FOOT RADIUS CURVE CONCAVE SOUTHERLY, A RADIAL TO SAID POINT BEARS NORTH 6 018'57" EAST; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19 037'47", A DISTANCE OF 110.66 FEET; THENCE SOUTH 02 054'21" WEST 25.17 FEET TO THE BEGINNING OF A NON-TANGENT 300.00 FOOT RADIUS CURVE CONCAVE SOUTHERLY, A RADIAL TO SAID POINT BEARS NORTH 27 04938" EAST; SB&O,INC. Encinitas Ranch-South Mesa Job No.56062.00,March 20,2001 1 of 2 D:1560621LEGALSIESMT-BNDRY3 THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19 057'10", A DISTANCE 104.47 FEET; THENCE NORTH 82 007'32" WEST 34.13 FEET; THENCE NORTH 83 027'33" WEST 134.82 FEET; THENCE NORTH 03 029'43" WEST 28.44 FEET; THENCE SOUTH 83 027'33" EAST 109.17 FEET; THENCE NORTH 02°54'21" EAST 114.29 FEET TO THE BEGINNING OF A TANGENT 228.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35 037'38", A DISTANCE OF 141.77 FEET; THENCE NORTH 38 032'00" EAST 66.21 FEET TO THE BEGINNING OF A TANGENT 172.00 FOOT RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 17 024'55", A DISTANCE OF 52.28 FEET; THENCE NORTH 21 007'05" EAST 146.13 FEET TO THE BEGINNING OF A TANGENT 40.00 FOOT RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33 024'26", A DISTANCE OF 23.32 FEET TO THE BEGINNING OF A REVERSE 74.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 85 005'33", A DISTANCE OF 109.90 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 0.860 ACRES MORE OR LESS. THIS PROPERTY DESCRIPTION HAS BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. P�%_AND gU9 S.BUTCy W F9 O 9 .g�2a// MICHAEL S. bUTCrIER, PLS 6922 DATE oQ `rTgTE OF CP��F S8&0,INC. Encinitas Ranch-South Mesa Job No.56062.00,March 20,2001 2 of 2 D:1560621LEGALSIESMT-8NDRY3 EXH/B/T 10B� LA ppSTA Al�A,UE l > v OUA/L z o o GARDENS l ul °C DRAT S1T2712'W a 105.23 / 7M LEUCAD14 BOULEVARD / r l z.P.O.B. PASEO 2 • " 1 X8.5'05 33 DE LAS R=N4 00' FL ORES L=109.90' o OUAiL 2 GARDENS 24 26" Z DR/VF R=40.00 W L-23.32' 4 f ENCINITAS eouLE/ARD S/TE ry �y 1 �I V/C/N/TY MAP 6 � , ,'� � NOT TO SCG4LE ® INDIC47ES-PUBVJC UMUTY, 5MR, R=2 • STORM DRA/N AND ACCESS � L-60.79'- 100.00' N38'32'00'r SJW32100IY D1 /MMWE5 PRNATE ACCEW / 66.21' EASE/£W #?7H /RiR1EPUCA&E / or �i- OFFER OF DEVIG41700V REJECTED PER AMP NO. 13998. 1 DATA TABLE RR-228.00' 4 S3443?t6'W a 28.02 BEAR/NG RADIUS LDW77i 141.77 3 1 1 S19'52242- 53.71 X35'37'38" 2 49'00'32" 48.00' 41.06' R=172 00' 3 N5741'19'1V 102.63' L=106.95' 4 S38'32'00'W ,�3 44' N2'54 21 / SZ54 21 W 5 N82007=AW 34.13' 114.29' 123.58' 6 1724 55" 172.00' 52.28' L g �•3`?7;�� IN 6'18'57'Z�pR) M 10817• ��- - - 134 19'37'.4 7 IL NX29 9v R--323.W c 28.44 MX27lY " Ma. 5 I S2'54 21"W 25.17' 01M L N2T49 38'Z�1R� 7 I I x=19'57'10' a JW.00' PUBLIC UT/L/TY, SEWER, STORM DRAIN AND S[B ACCESS EASEMENT, ENC/N/TAS TRACT NO. 99-137, SOUTH A/ESA LOT 4, mAP NO. 13998 &10 3-20-01 56062X08.D#V 56062.01 Recording Requested by: ) City of Encinitas ) When Recorded, Mail to: ) City Clerk ) City of Encinitas ) 505 South Vulcan Avenue ) Encinitas, CA 92024 ) For the benefit of the City ) SPACE ABOVE FOR RECORDER' S USE ONLY SEWER EASEMENT Assessor' s Parcel Project No . No. 02sy-Al y-D�� d3 W.O. No. Toll CA IV L. P. a California Limited Partnership hereinafter designated Grantor (s, owner (s) of the hereinafter described lands, for a valuable consideration, do (es) hereby GRANT and CONVEY to the City of Encinitas herein designated Grantee, a perpetual easement and right-of-way upon, through, under, over and across the hereinafter described real property for the installation, construction, operation, maintenance, repair, replacement, and reconstruction of SEWER pipe lines and/or mains, manholes, sewer lateral pipe lines, and all structures incidental thereto, together with the perpetual right to remove buildings, structures, trees, bushes, undergrowth, flowers, and any other obstructions interfering with the use of said easement and right-of-way by Grantee, its successors or assigns and in addition thereto, to remove soil and other materials within said right-of-way and to use the same in such manner and at such locations as said Grantee may deem proper, needful or necessary in the construction, reconstruction and maintenance of said sewer lines or structures incidental thereto. To have and to hold said easement and right-of-way unto itself and unto its successors and assigns forever, together with the right to convey said easement, or any portion of said easement, to other public agencies . The real property referred to herein and made subject to said easement and right-of-way by this grant is situated in the County of San Diego, State of California, and is particularly described as follows : See Exhibit "A" and Exhibit "B" attached hereto and made a part hereof by this reference . The Grantors may, at their own risk, use the surface of the above described real property in a manner that will not interfere with or be detrimental to the use of said easement and right-of-way by Grantee, its successors and assigns, provided no trees shall be planted or grown thereon. The Grantors hereby covenant and agree for themselves, their heirs, successors and assigns, that there shall not be constructed or maintained upon the above described real property or within said easement and right-of-way any building or structure of any nature or kind that will interfere with the use of said easement and right-of-way by Grantee, its successors or assigns, or that will interfere with the ingress . or egress along said easement by said Grantee, its successors or assigns . The Grantee hereby covenants and agrees for itself, its successors and assigns, not to prevent the Grantors, their successors or assigns, from crossing over said real property and agrees that the Grantors, their heirs, successors and assigns, may enjoy the continued use of the surface of said real property herein described, subject to the conditions above stated; and the Grantee hereby covenants and agrees that after the installation of any pipe line by it in any excavation made by it in the above described easement and right-of-way it will backfill any such excavation made by it so as to fill said excavation as nearly as practicable to the level of the surrounding ground, and will replace any oiled, asphalt or concrete surface with like material and will replace any fence removed by it . 2M I Executed this OeB rd day of OWNER: By. /GIs,(' C' By. [Signature of OWNER must be notarized. Attach the appropriate acknowledgement . ] CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California yl1�Lt�1�1/\. ss. I County of � {� �t k On � �� , before me, e�,��Title Date /� �� (e.g.,"Jane Doe,Notary Publi " �N personally appeared b V tCb W- l 21 Name(s)of er(s) l personally known to me " ❑ proved to me on the basis of satisfactory k evidence to be the person/whose nameS,91 is/�X subscribed to the within instrument and acknowledged to me that he/sue/tbcey executed the same in his/hef/tWr authorized capacityf jo67, and that by his/f v,</ttWr signatureXon the instrument the person(m or the entity upon behalf of which the erson,< acted, executed the instrument. > REBECCA C. GORE Nofi�y 12sCa�fo fa ES my hand and off' i I s Ormim Count' hVComrn.E 0w W21.2M4 'I Signature of Notary Public Iry OPTIONAL I. 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. if I. Description of Attached Document I Title or Type of Document: Document Date: Number of Pages: I F� Signer(s) Other Than Named Above: 6 Capacity(ies) Claimed by Signer Signer's Name: I - ❑ Individual • i Top of thumb here 0 ❑ Corporate Officer—Title(s): ❑ Partner—❑ Limited O General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator �1 ❑ Other: I Signer Is Representing: I � 0 1999 National Notary Association•9350 De Sato Ave.,PO.Box 2402-Chatsworth,CA 91313-2402•www.nalionalnotary.org Prod.No.5907 Reorder.Call Toll-Free 1-800-876-6827 GOVERNMENT CODE SECTION 27281 icertify on behalf of the City Council of the City of Encinitas, pursuant to authority conferred by Resolution of said Council, adopted on November 9, 1994 , that the City of Encinitas consents to the making of the foregoing Grant of Easement for Public Sewer Purposes, accepts the easement granted thereon, and consents to the recordation thereof by its duly authorized officer. Dated: 7 -3 (-6 I . B V�1 Y _ 40 Alan D. Archibald, P .E. Director of Engineering Services SUBORDINATION AGREEMENT EXHIBIT "A" LEGAL DESCRIPTION PUBLIC STORM DRAIN & SEWER EASEMENT ALL THAT PORTION OF LOTS 4 AND 5 OF CITY OF ENCINITAS TRACT NO. 99- 137, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, SATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 13998 FILED IN THE OFFICE OF THE RECORDER OF SAID SAN DIEGO COUNTY JULY 11, 2000, AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 4; THENCE SOUTH 17 027'22" WEST 105.23 FEET TO THE BEGINNING OF A NON-TANGENT 74.00 FOOT RADIUS CURVE CONCAVE EASTERLY, A RADIAL TO SAID POINT BEARS NORTH 17 011'48" WEST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 42 015'19", A DISTANCE OF 54.57 FEET; THENCE NORTH 17 027'22" EAST 312.52 FEET TO THE BEGINNING OF A NON-TANGENT 78.00 FOOT RADIUS CURVE CONCAVE WESTERLY, A RADIAL TO SAID POINT BEARS SOUTH 85 053'48" WEST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35 023'14", A DISTANCE OF 48.17 FEET; THENCE SOUTH 17 027'22" WEST 126.46 FEET TO THE POINT OF BEGINNING. CONTAINING 0.181 ACRES MORE OR LESS THIS PROPERTY DESCRIPTION HAS BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. LANO 4z?k 1� a.6pr`s'G9 c .� zo O/ d f o MICHAEL S. BUT ER, PLS 6922 DATE N� 9�OF CALIf��\P SB&O,INC. Encinitas Ranch-South Mesa Job No,56062.00,March 20, 2001 1 of 1 D:1560621LEGALSIESMT-BNDRY2 EXH/B/T 108 TA '9vE E I LA COS �- o OUA/L I I • z o o GARDENS I I DRIVE I I v m 2 LEUCAD/A BOULEVARD PASEO 2 I DE LAS I 1 I h fLORES I I o OUA/L T. GARDENS I I Z DRIVE I � I I w I ' ENCINITAS BOULEVARD SITE ' J VICINITY MAP � Nor ro SCALE ® /ND/C4 r£S PUBUC 570AW DRAIN AND SEWER MSEMENT GRANTED. ❑1 /N=4TES PRYNAT£ ACCESS EASE VEW W7rH /RREM2CABL£ 035'23'14" OFFER OF DIXVC4770N RE✓EC7ED tb/, N R=78.00 PER MAP NO. 13998. L=48.17 l �h S17'27221Y F 126.46' �Iw ry • P.O.B. ry 105.232 �V 2' LAND A=42'15'19" �P s sir�'�� / R=74.00 L=54.57' x:322 �p i r L R2 I �1T11'48'1Y f PUBLIC STORM DRAIN AND SEWER EASEMENT SB i'ma I ACT NO. 99-137, SOUTH A/ESA LOT 4 O AND 5, MAP NO. 13998 3-20-01 56062X07.DWG 56062.01 1 7 J!,.1.Lv 0; 'r r, F, Recording Requested by: --� J j, City of Encinitas iL — When Recorded, Mail to : City Clerk City of Encinitas 505 South Vulcan Avenue Encinitas, CA 92024 For the benefit of the City SPACE ABOVE FOR RECORDER' S USE ONLY SEWER EASEMENT Assessor' s Parcel Project No. No . W.O. No. Toll CA IV, L. P. , a California Limited Partnership hereinafter designated Grantor (s, owner (s) of the hereinafter described lands, for a valuable consideration, do (es) hereby GRANT and CONVEY to the City of Encinitas herein designated Grantee, a perpetual easement and right-of-way upon, through, under, over and across the hereinafter described real property for the installation, construction, operation, maintenance, repair, replacement, and reconstruction of SEWER pipe lines and/or mains, manholes, sewer lateral pipe lines, and all structures incidental thereto, together with the perpetual right to remove buildings, structures, trees, bushes, undergrowth, flowers, and any other obstructions interfering with the use of said easement and right-of-way by Grantee, its successors or assigns and in addition thereto, to remove soil and other materials within said right-of-way and to use the same in such manner and at such locations as said Grantee may deem proper, needful or necessary in the construction, reconstruction and maintenance of said sewer lines or structures incidental thereto. To have and to hold said easement and right-of-way unto itself and unto its successors and assigns forever, together with the right to convey said easement, or any portion of said easement, to other public agencies . The real property referred to herein and made subject to said easement and right-of-way by this grant is situated in the County of San Diego, State of California, and is particularly described as follows : See Exhibit "All and Exhibit IIBII attached hereto and made a part hereof by this reference . The Grantors may, at their own risk, use the surface of the above described real property in a manner that will not interfere with or be detrimental to the use of said easement and right-of-way by Grantee, its successors and assigns, provided no trees shall be planted or grown thereon. The Grantors hereby covenant and agree for themselves, their heirs, successors and assigns, that there shall not be constructed or maintained upon the above described real property or within said easement and right-of-way any building or structure of any nature or kind that will interfere with the use of said easement and right-of-way by Grantee, its successors or assigns, or that will interfere with the ingress or egress along said easement by said Grantee, its successors or assigns . The Grantee hereby covenants and agrees for itself, its successors and assigns, not to prevent the Grantors, their successors or assigns, from crossing over said real property and agrees that the Grantors, their heirs, successors and assigns, may enjoy the continued use of the surface of said real property herein described, subject to the conditions above stated; and the Grantee hereby covenants and agrees that after the installation of any pipe line by it in any excavation made by it in the above described easement and right-of-way it will backfill any such excavation made by it so as to fill said excavation as nearly as practicable to the level of the surrounding ground, and will replace any oiled, asphalt or concrete surface with like material and will replace any fence removed by it . Executed this ✓�- day of 174 r J OWNER: By: !I By: [Signature of OWNER must be notarized. Attach the appropriate acknowledgement . ] CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California (� County of v ss. On before me, �( Date Name Title of Officer e. nn ( g.,"Jane Doe,Notary Publi personally appeared 1.�.,�� - I Name(s)of er(s) personally known to me ] proved to me on the basis of satisfactory evidence i� ,s to be the person>'whose name�p<is/�;e subscribed to the within instrument and acknowledged to me that he/sue/t 9 try executed the same in his/4e/their authorized capacityLiW, and that by his/ /t� � signature(sf on the instrument the person('or h the entity upon behalf of which the person�(•s'f REBECCA C. GORE acted, executed the instrument. _ Commtssian#12812?6 Z Orange Courdy ENE S my hand and o c I s MyCcnYnEi�iESOct21,�4 t� Place Notary Seal Above Signature of Notary 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. i1 Description of Attached Document Title or Type of Document: F� Document Date: Number of Pages: k (� Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual ! ere 11 Corporate Officer—Title(s): Too of thumb h Partner—❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator C Other: l Signer Is Representing: � ®1999 National Notary Association•9350 De Soto Ave.,P.O.Box 2402•Chatsworth,CA 91313-2402•www.nationalnotary.org Prod.No.5907 Reorder:Call Toll-Free 1-800-876.6827 GOVERNMENT CODE SECTION 27281 i certify on behalf of the City Council of the City of Encinitas, pursuant to authority conferred by Resolution of said Council, adopted on November 9, 1994 , that the City of Encinitas consents to the making of the foregoing Grant of Easement for Public Sewer Purposes, accepts the easement granted thereon, and consents to the recordation thereof by its duly authorized officer. Dated: ? v ; l— 0 I By. Alan D. Archibald, P.E . Director of Engineering Services SUBORDINATION AGREEMENT EXHIBIT "A" LEGAL DESCRIPTION PUBLIC UTILITY, SEWER, STORM DRAIN & ACCESS EASEMENT ALL THAT PORTION OF LOT 5 OF CITY OF ENCINITAS TRACT NO. 99-137, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 13998 FILED IN THE OFFICE OF THE RECORDER OF SAID SAN DIEGO COUNTY JULY 11, 2000, AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST SOUTHERLY CORNER OF LOT 1 OF SAID MAP NO. 13998; THENCE NORTH 26°06'42" EAST 68.97 FEET ALONG THE SOUTHEASTERLY LINE OF LOT 1 TO THE NORTHEASTERLY LINE OF SAID LOT 5; THENCE SOUTH 63 053'18" EAST 56.00 FEET; THENCE SOUTH 26 006'42" WEST 149.90 FEET TO THE BEGINNING OF A TANGENT 372.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 29 045'25", A DISTANCE OF 193.20 FEET; THENCE SOUTH 03 038'44" EAST 137.82 FEET TO THE BEGINNING OF A TANGENT 172.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03 041'15", A DISTANCE OF 11.07 FEET; THENCE SOUTH 07 019'59" EAST 89.30 FEET TO THE BEGINNING OF A TANGENT 435.00 FOOT RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19 001'45", A DISTANCE OF 144.47 FEET; THENCE SOUTH 11 041'47" WEST 86.72 FEET TO THE BEGINNING OF A TANGENT 22.00 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 102 009'18", A DISTANCE OF 39.22 FEET; THENCE NORTH 89 032'29" EAST 58.71 FEET TO THE BEGINNING OF A TANGENT 772.00 FOOT RADIUS CURVE CONCAVE NORTHERLY; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02 036'20", A DISTANCE OF 35.11 FEET; THENCE NORTH 86 056'09" EAST 38.46 FEET; THENCE SOUTH 10 042'46" WEST 28.83 FEET; THENCE SOUTH 86 056'09" WEST 31.60 FEET TO THE BEGINNING OF A TANGENT 800.00 FOOT RADIUS CURVE CONCAVE NORTHERLY; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02 036'20", A DISTANCE OF 36.38 FEET; SB&O,INC. Encinitas Ranch-South Mesa Job No.56062.00,March 20,2001 1 of 2 D:1560621LEGALSIESMT-BNDRYI THENCE SOUTH 89°32'29" WEST 58.71 FEET TO THE BEGINNING OF TANGENT 50.00 FOOT RADIUS CURVE CONCAVE NORTHERLY; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 53 014'58", A DISTANCE OF 46.47 FEET; THENCE SOUTH 52 047'27" WEST 54.66 FEET TO THE BEGINNING OF A NON-TANGENT 78.00 FOOT RADIUS CURVE CONCAVE EASTERLY, A RADIAL TO SAID POINT BEARS SOUTH 50 030'35" WEST; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 84°56'58", A DISTANCE OF 115.65 FEET TO THE BEGINNING OF A REVERSE 40.00 FOOT RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33 045'46", A DISTANCE 23.57 FEET; THENCE NORTH 11 041'47" EAST 39.24 FEET TO THE BEGINNING OF A TANGENT 379.00 FOOT RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19 001'45", A DISTANCE OF 125.87 FEET; THENCE NORTH 07 019'59" WEST 89.30 FEET TO THE BEGINNING OF A TANGENT 228.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03 041'15", A DISTANCE OF 14.67 FEET; THENCE NORTH 03 038'44" WEST 137.82 FEET TO THE BEGINNING OF A TANGENT 428.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 29 045'25", A DISTANCE OF 222.29 FEET; THENCE NORTH 26 006'42" EAST 80.93 FEET TO THE POINT OF BEGINNING. CONTAINING 1.265 ACRES MORE OR LESS. THIS PROPERTY DESCRIPTION HAS BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. SABUIpG'9L 3ZDD/ O � MICHAEL S. BUTC R, PLS 6922 DATE kO4l� FCJ�'� . .Encinitas Ranch-South Mesa Job N o.56 INC. 2 Of 2 D:1560621LEGALSIESMT-BNDRYI Job N062.00,March 20,2001 EXH IB I T LA C p.SM �4IiENUE 1 — 2 — OUA/L z o o GARDENS B P O p 0 xQ� DRIVE O O� a N26'06'422- W c cn $ ? m 80.93' b0 Z LEUCADLA BOULEVARD ry PASED DE LAS 4 poJ FLORES 1 t + C ° OUALL h '� GARDENS V �� OR/1/E Q=29'45 25 : W N $ R-372.00' Qw L=193.20' (:SVClN1;lAS BOULEVARD SITE CA V/CIA(/TY M, NOT TO SCALE LEGEND INDICATES PUBLIC UTILITY, SEWER, ao ® SrOMW DRAIN AND ACCESS EASEMENT GRANTED. r-il /ND/GATFS' PRIVATE ACCESS 3 &5EAlEN7* WITH IRREVOCABLE OFFER OF DEDIC4MV REJECTED 1 ST 19 59 PER MAP NO 13998 89.30' DA TA TABLE NT19'59'WY / Q=19'01'4,x" 0 IBM RING RADIUS LENGTH 89.30' R-435.00 1 N26'06'42 2c 68.97' L=144.47' 2 S63'53'18'r 56.00' 3 3'41'15' 172.00' 11.07' ate to 4 102'09'18" 22.00' 39.22' 0=19'01'45" yy`o�f7►='k s�'9` 5 N89032 29 AE 58.71' R-379.00' 6 2036:20 J' 772.00' 35.11' L=125.87' 7 N86'56'09T 38.46' . / 8 S10'42 461Y 28.83 N114147T 9 S86056'09' 31.60' 39 WV .24' 10 2'36 20" 800.00' 36.38' 14 S11'41'479Y 11 S89'32 29AWY 58.71' 86.72' 12 53'1458' 50.00' 46.47' 4 5 6 7 13 S524727'1Y 14 33'4546" 40.00' 23.57' 15 .3"41'15" 228.00' 14.67' R==8.00'58 8 78.010' 9 S50'30'35IVY (R) L=115.65' N,� 12 1 PUBLIC UTILITY, SEWER, STORM GRAIN ,AND SB ACCESS EASEMENT, ENCIN/TAS TRACT NO. 99-137 Q� " SOUTH A�/ESA LOT 5, mAP NO. 13998 (x, 0 3-20-01 56062X06.DWG 56062.01 Recording Requested By: ) City of Encinitas ) When Recorded Mail to: ) City Clerk ) City of Encinitas ) 505 South Vulcan Avenue ) Encinitas, CA 92024 ) FOR THE BENEFIT OF THE CITY ) )SPACE ABOVE FOR RECORDER'S USE ONLY EASEMENT FOR PUBLIC ACCESS AND PUBLIC UTILITIES Assessor's Parcel No. Project No.: 6689-G �03 W.O.No.: TM 00-086 Toll CA IV, L.P., a California Limited Partnership hereinafter called GRANTOR(S), do(es)hereby grant, convey and dedicate to the City of Encinitas, State of California, hereinafter called GRANTEE, the right of way and incidents thereto for public access, public sewer, public storm drain and public utilities upon, over and across that certain real property in the City of Encinitas, County of San Diego, State of California, described as follows: SEE EXHIBITS "A" and "B" ATTACHED HERETO AND MADE A PART HEREOF BY THIS REFERENCE, The Grantor hereby grants to the City of Encinitas (CITY, hereinafter) the privilege and right to extend drainage structures and excavation and embankment slopes beyond the limits of the herein described right-of-way where required for the maintenance of said CITY highway. Reserving unto the GRANTOR of the above described parcel of land, his successors or assigns, the right to eliminate such slopes and/or drainage structures or portions thereof, when in the written opinion of the City Engineer of Grantee, the necessity therefore is removed by substituting other protection, support and/or drainage facility, provided such substitution is first approved in writing by the City Engineer. grant.hwy 4-16-1999 j it 1 The Grantor hereby further grants to the Grantee all trees, growths, (growing or that may hereafter grow), and road building materials within said right-of-way, including the right to take water, together with the right to use the same in such a manner and at such locations as said Grantee may deem proper, needful, or necessary, in the construction, reconstruction, improvement, or maintenance of said highway. The Grantor, for himself, his successors and assigns, hereby waives any claim for any and all damages to Grantor's remaining property contiguous to the right-of-way hereby conveyed by reason of the location, construction, landscaping or maintenance of said highway. Dated this �23a. day of 2001 It aQ ��e — .b.�29 R's ignatur e OWNER's Signature: Print Owner's Name: Print Owner's Name: Signature of Owners to be notarized. Attach the appropriate acknowledgments . This is to certify that the interest in real property conveyed by deed or grant to the City of Encinitas, a Municipal Corporation, is hereby accepted by the undersigned agent on behalf of the City Council of the City of Encinitas pursuant to authority conferred by Resolution of the City Council of the City of Encinitas adopted on November 9, 1994 and the grantee consents to recordation thereof by its duly authorized officer. Dated: By: Alan D. Archibald Director of Engineering Services City of Encinitas grant.hwy 4-16-1999 jlr 2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California � County of oj� �1/ �. %L ss. f k On before me, Date Name Title of Officer e i ( .g.,"Jane Doe,Notary Publi " personally appeared - Name(s)of i er(s) l, personally known to me K ❑ proved to me on the basis of satisfactory evidence to be the personJs<whose name;4is/9x subscribed to the within instrument and j acknowledged to me that he/sJ /ttr executed the same in his/he /tlyeir authorized l� capacityojasT, and that by his/!>�F/ttWr signature(,8'jon the instrument the person(W or the entity upon behalf of which the personnX MECCA C.GORE acted, executed the instrument. _ Cdnmisslon#1261226 ��County SS my hand and cial s iMMfrCanxrLP;:llesOct21.2,m1 f Place Notary Seal Above Signature of Notary 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 Document fK�� 11 Title or Type of Document: F Document Date: Number of Pages: f Signer(s) Other Than Named Above: > Capacity(ies) Claimed by Signer [� Signer's Name: ❑ Individual Top of thumb here ❑ Corporate Officer—Title(s): ❑ Partner—C Limited ❑ General ❑ Attorney in Fact ❑ Trustee ?' ❑ Guardian or Conservator I` E. Other: r Signer Is Representing: C 1999 National Notary Association•9350 De Soto Ave.,P.O.Box 2402•Chatsworth,CA 91313-2402•w ,nationalnolary.org Prod.No.5907 Reorder.Call Toll-Free 1-800876-6827 EXHIBIT "A" LEGAL DESCRIPTION PUBLIC UTILITY, SEWER, STORM DRAIN & ACCESS EASEMENT ALL THAT PORTION OF LOT 4 OF CITY OF ENCINITAS TRACT NO. 99-137, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, SATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 13998 FILED IN THE OFFICE OF THE RECORDER OF SAID SAN DIEGO COUNTY JULY 11, 2000, AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 4: THENCE SOUTH 17 027'22" WEST 105.23 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 19 052'24" EAST 53.71 FEET TO THE BEGINNING OF A NON- TANGENT 48.00 FOOT RADIUS CURVE CONCAVE SOUTHEASTERLY, A RADIAL TO SAID POINT BEARS NORTH 19 052'24" WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 49 000'32", A DISTANCE OF 41.06 FEET; THENCE SOUTH 21007'05" WEST 190.19 FEET TO THE BEGINNING OF A TANGENT 200.00 FOOT RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 17 024'55", A DISTANCE OF 60.79 FEET; THENCE SOUTH 38 032'00" WEST 7.66 FEET; THENCE SOUTH 57°41'19" EAST 128.92 FEET; THENCE SOUTH 34 043'26" WEST 28.02 FEET; THENCE NORTH 57 041'19" WEST 102.63 FEET; THENCE SOUTH 38 032'00" WEST 33.44 FEET TO THE BEGINNING OF A TANGENT 172.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35 037'38", A DISTANCE OF 106.95 FEET; THENCE SOUTH 02 054'21" WEST 123.58 FEET TO THE BEGINNING OF A NON-TANGENT 323.00 FOOT RADIUS CURVE CONCAVE SOUTHERLY, A RADIAL TO SAID POINT BEARS NORTH 6 018'57" EAST; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19 037'47", A DISTANCE OF 110.66 FEET; THENCE SOUTH 02 054'21" WEST 25.17 FEET TO THE BEGINNING OF A NON-TANGENT 300.00 FOOT RADIUS CURVE CONCAVE SOUTHERLY, A RADIAL TO SAID POINT BEARS NORTH 27 049'38" EAST; SB&O,INC. Encinitas Ranch-South Mesa Job No.56062.00,March 20,2001 1 of 2 D:1560621LEGALSZSMT-BNDRY3 THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19 057'10", A DISTANCE 104.47 FEET; THENCE NORTH 82 007'32" WEST 34.13 FEET; THENCE NORTH 83 027'33" WEST 134.82 FEET; THENCE NORTH 03 029'43" WEST 28.44 FEET; THENCE SOUTH 83 027'33" EAST 109.17 FEET; THENCE NORTH 02 054'21" EAST 114.29 FEET TO THE BEGINNING OF A TANGENT 228.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35 037'38", A DISTANCE OF 141.77 FEET; THENCE NORTH 38 032'00" EAST 66.21 FEET TO THE BEGINNING OF A TANGENT 172.00 FOOT RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 17 024'55", A DISTANCE OF 52.28 FEET; THENCE NORTH 21007'05" EAST 146.13 FEET TO THE BEGINNING OF A TANGENT 40.00 FOOT RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33 024'26", A DISTANCE OF 23.32 FEET TO THE BEGINNING OF A REVERSE 74.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 85 005'33", A DISTANCE OF 109.90 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 0.860 ACRES MORE OR LESS. THIS PROPERTY DESCRIPTION HAS BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. ��AND SU BUrpy L` CO F9 O 9 �lza�� t1o• 69� MICHAEL S. bUTCriER, PLS 6922 DATE sT .9 �F�Q 4TE OF S88D,INC. Encinitas Ranch-South Mesa Job No.56062.00,March 20, 2001 2 Of 2 D:1560621LEGALSIESMT-8NDRY3 EXH IB I T "B AV LA CpSTA AVENUE I �- o CUA/L Z o ¢o GARDENS I OR/VE S17'2722'1Y I y 105.23' �? 2 LEUG40L4 BOULEVARD I r.P.O.B. PASEO X85'05'33" 1 DE 1AS R =74.010' L=109.90' o ° OUA/L / 2 GARDENS 3324 26" T. �" DR/VE R=40 00' • L=23.32' ENCINITAS BOULEVARD SITE ry N1 ylawTY MAP 6 .^ i 1 oil Nor TO SME N _ZI I�17'24'55 " ® INDIC4TES PUBUC U11UM SEWER, R-21 40 STORM DRAIN AND ACCESS L=60.79' EASEMEW GRAIVIE7). N38'32'00'r S38'32100 IV Q INDIC47E-S PRIVATE ACCESS 66.21' 766' EASEMENT WITH IRREMXCAWLE OFFER OF DEDCA770N REJECTED PER MAP NO 13998 1 1 DATA TABLE R=228. 0' 4 S34 4.�61V Q BE.AR/NG RADIUS LENGTH 141.77 3 28.02 1 1 S19'5224 Z7 53.71 035'37'38" 2 49000'32" 48.00' 41.06' R=172.00' 3 N5741'19'W 102.63' L=106.95' 4 SJW32'001V 33.44' N2154:21 2 / S2'54 211V 5 N82'07'32-W 34.13' 114.29' 123.58' 6 1 1724'55 172.010' 52.28' s8 27; �r [No! 7-E R 09. - - - - �> 1 p LAND Q=19'37'47" IL&�TC�9 N3'291.31V 13gc,82' R=110.00 W o �0 28.44 N8327ayjy 1 g Ma. 0M 5 1 S2154 21'1V h 25.17' o ��° \r I Z N27 49'38T (P) F CA 1 I 1 I Q=19'57'10" JYI/J.P J�jf) y5J4V I R=304 ' I L=104..4747' PUBLIC UTILITY, SEWER, STORM DRAIN AND SB ACCESS EASEMENT, E awrAS TRACT NO. 99-137, SOUTH MESA LOT 4, MAP NO. 13998 & 0 3-20-01 56062XO8.DWG 56062.01 f-J 1 t L Recording Requested By: II 0 J-1I I LI 1 1 1 d-J- City of Encinitas 11;;:QJ j; !l 1 1, 0�I I.; 1J!Lu!,J l U : i Jr When Recorded Mail to: City Clerk City of Encinitas 505 South Vulcan Avenue Encinitas, CA 92024 FOR THE BENEFIT OF THE CITY )SPACE ABOVE FOR RECORDER'S USE ONLY EASEMENT FOR PUBLIC ACCESS AND PUBLIC UTILITIES Assessor's Parcel No. Project No.: 6689-G "y-k/y-401J-4RJ--d W.O. No.: TM 00-086 Toll CA IV, L.P., a California Limited Partnership hereinafter called GRANTOR(S),do(es)hereby grant, convey and dedicate to the City of Encinitas, State of California, hereinafter called GRANTEE, the right of way and incidents thereto for public access, public sewer, public storm drain and public utilities upon, over and across that certain real property in the City of Encinitas, County of San Diego, State of California, described as follows: SEE EXHIBITS "A" and "B" ATTACHED HERETO AND MADE A PART HEREOF BY THIS REFERENCE, The Grantor hereby grants to the City of Encinitas (CITY, hereinafter) the privilege and right to extend drainage structures and excavation and embankment slopes beyond the limits of the herein described right-of-way where required for the maintenance of said CITY highway. Reserving unto the GRANTOR of the above described parcel of land, his successors or assigns, the right to eliminate such slopes and/or drainage structures or portions thereof, when in the written opinion of the City Engineer of Grantee, the necessity therefore is removed by substituting other protection, support and/or drainage facility, provided such substitution is first approved in writing by the City Engineer. grant.hwy 4-16-1999 jlr The Grantor hereby further grants to the Grantee all trees, growths, (growing or that may hereafter grow), and road building materials within said right-of-way, including the right to take water, together with the right to use the same in such a manner and at such locations as said Grantee may deem proper, needful, or necessary, in the construction, reconstruction, improvement, or maintenance of said highway. The Grantor, for himself, his successors and assigns, hereby waives any claim for any and all damages to Grantor's remaining property contiguous to the right-of-way hereby conveyed by reason of the location, construction, landscaping or maintenance of said highway. Dated this �day of 2001 01E R's Signature: OWNER'S Signature: Yx Print Owner's Name: Print Owner's Name: 71L2-' Signature of Owners to be notarized. Attach the appropriate acknowledgments . This is to certify that the interest in real property conveyed by deed or grant to the City of Encinitas, a Municipal Corporation, is hereby accepted by the undersigned agent on behalf of the City Council of the City of Encinitas pursuant to authority conferred by Resolution of the City Council of the City of Encinitas adopted on November 9, 1994 and the grantee consents to recordation thereof by its duly authorized officer. Dated: B : �1 Y Alan D. Archibald Director of Engineering Services City of Encinitas grant.hwy 4-16-1999 j lr 2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of On before me,� �l tC Date Name Title of Officer(e.g.."Jane boe.Notary Pubfi " personally appeared � Name(s)of i er(s) l� personally known to me proved to me on the basis of satisfactory evidence is to be the person>lrwhose name,(R<is/�;e subscribed to the within instrument and acknowledged to me that he/s�Wtlxy executed the same in his/bet/tty r authorized ca acit p y(ja5j, and that by his/*r/tlr signatureXon the instrument the person(;or the entity upon behalf of which the person,< acted, executed the instrum;' I REBECCA C. GORE Commission#i2sinls h Notary Pubic_Catitonla j1jTNSS my hand a ff i al. Ow County WCamnF� SOctT1,2 4 0 a Signature of Notary 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 Document' Title or Type of Document: i Document Date: Number of Pages: t� Signer(s) Other Than Named Above: I� Capacity(ies) Claimed by Signer !' h Signer's Name: ❑ Individual Top of thumb hire ❑ Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: I Signer Is Representing: [ 0 1999 National Notary Association•9350 De Soto Ave..P.O.Boa 2402•Chatsworth,CA 91313-2402•www.nattonalnotary.org Prod.No.5907 Reorder:Call Toll-Free 1-800876-6827 EXHIBIT "A" LEGAL DESCRIPTION PUBLIC UTILITY, SEWER, STORM DRAIN & ACCESS EASEMENT ALL THAT PORTION OF LOT 5 OF CITY OF ENCINITAS TRACT NO. 99-137, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 13998 FILED IN THE OFFICE OF THE RECORDER OF SAID SAN DIEGO COUNTY JULY 11, 2000, AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST SOUTHERLY CORNER OF LOT 1 OF SAID MAP NO. 13998; THENCE NORTH 26 006'42" EAST 68.97 FEET ALONG THE SOUTHEASTERLY LINE OF LOT 1 TO THE NORTHEASTERLY LINE OF SAID LOT 5; THENCE SOUTH 63 053'18" EAST 56.00 FEET; THENCE SOUTH 26 006'42" WEST 149.90 FEET TO THE BEGINNING OF A TANGENT 372.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 29 045'25", A DISTANCE OF 193.20 FEET; THENCE SOUTH 03 038'44" EAST 137.82 FEET TO THE BEGINNING OF A TANGENT 172.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03 041'15", A DISTANCE OF 11.07 FEET; THENCE SOUTH 07 019'59" EAST 89.30 FEET TO THE BEGINNING OF A TANGENT 435.00 FOOT RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19 001'45", A DISTANCE OF 144.47 FEET; THENCE SOUTH 11 041'47" WEST 86.72 FEET TO THE BEGINNING OF A TANGENT 22.00 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 102 009'18", A DISTANCE OF 39.22 FEET; THENCE NORTH 89 032'29" EAST 58.71 FEET TO THE BEGINNING OF A TANGENT 772.00 FOOT RADIUS CURVE CONCAVE NORTHERLY; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02 036'20", A DISTANCE OF 35.11 FEET; THENCE NORTH 86 056'09" EAST 38.46 FEET; THENCE SOUTH 10"42'46" WEST 28.83 FEET; THENCE SOUTH 86 056'09" WEST 31.60 FEET TO THE BEGINNING OF A TANGENT 800.00 FOOT RADIUS CURVE CONCAVE NORTHERLY; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02 036'20", A DISTANCE OF 36.38 FEET; SB60,INC. 1 f 2 Encinitas Ranch-South Mesa O Job No.56062.00,March 20,2001 D:1560621LEGALSIESMT-BNDRYI THENCE SOUTH 89 032'29" WEST 58.71 FEET TO THE BEGINNING OF TANGENT 50.00 FOOT RADIUS CURVE CONCAVE NORTHERLY; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 53 014'58", A DISTANCE OF 46.47 FEET; THENCE SOUTH 52 047'27" WEST 54.66 FEET TO THE BEGINNING OF A NON-TANGENT 78.00 FOOT RADIUS CURVE CONCAVE EASTERLY, A RADIAL TO SAID POINT BEARS SOUTH 50 030'35" WEST; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 84 056'58", A DISTANCE OF 115.65 FEET TO THE BEGINNING OF A REVERSE 40.00 FOOT RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33 045'46", A DISTANCE 23.57 FEET; THENCE NORTH 11°41'47" EAST 39.24 FEET TO THE BEGINNING OF A TANGENT 379.00 FOOT RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19 001'45", A DISTANCE OF 125.87 FEET; THENCE NORTH 07 019'59" WEST 89.30 FEET TO THE BEGINNING OF A TANGENT 228.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03 041'15", A DISTANCE OF 14.67 FEET; THENCE NORTH 03 038'44" WEST 137.82 FEET TO THE BEGINNING OF A TANGENT 428.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 29 045'25", A DISTANCE OF 222.29 FEET; THENCE NORTH 26 006'42" EAST 80.93 FEET TO THE POINT OF BEGINNING. CONTAINING 1.265 ACRES MORE OR LESS. THIS PROPERTY DESCRIPTION HAS BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. LAND`rli 3 c/o/ o s� T 4MilCHAEL S. BUTC R, PLS 6922 DATE srgr G�,. FOF CA�-�F SB80,INC. Encinitas Ranch-South Mesa Job No.56062.00,March 20,2001 2 Of 2 D:1560621LEGALSIESMT-BNDRYI EXH IB I T 008 LA DosTA ,9liENUE , 1 2 o QUA/L z o o GARDENS p 0 DRIVE P.O.B. O A y MM06'42T � Q� D •, 80.93' 0� �0 �? = LEUCADIA BOULE vARD cL PASEO DE LAS - 0� FL ORES V ry OUA/L GARDENS V DRIVE Q=29'45 25" : 41 N $ R-372.00' QL=193.20' ENCINITAS BOULEVARD S/TE ) y V/C/N/TY MA LEGEND Nor To sC4LE /ND/C47ES PUBLIC UM17Y, SEWER, - ao ONO ® STORM DR4/N AND ACCESS °�w EASEMEW GRANTED. 2 1 h Q1 /ND/C4TES PRIME ACCESS 3 EASEMEW W N /RREPMABLE OFFER OF DED/C4170N REJECTED 1 ST 19'59 PER MAP NO. 13998. 89.30' DA TA TABLE NT 19'59'1y / Q=19'01'45" Q BE4R/NG RADIUS LENGTH 89.30' R=435.00' 1 1 N26106'42T 68.97' L=144 47' 1 2 S6X53'18T 56.00' 3 3'41'15" 172.00' 11.07' - tNo 4 10009'18" 22.00' 39.22' =19'01'45" y�`°�SrYI&L. �G9` 5 N89'32 29 58.71' R-379.00' �° 0 6 2'3620" 772.00' 35.11' L=125.87' ft M � 7 N86'56109'-' 38.46'� ,� 8 S10'42 46V 28.83 N114147� VcFc, �►�r�� 9 S86'56'09'1V 31.60' 39.24' 10 2'3620" 800.00' 36.38' S11'41'47'1N 11 589'3229V 58.71' 14 86.72' 7 12 53'14'58" 50.00' 46.47' Y7 4 5 6 13 S574727AW 54.66' 14 33'4546" I 40.00' 23.57' 15 3'41'15" 228.00' 14.67'j �=84'56'58 8 R=78.0'D' 9 S50'30'35 1V (R) L=115.65' 12 1 f0 — F PURL/C UTILITY, SEWER, STORM DRAIN AND SB ACCESS EASEMENT, ENC/N/TAS TRACT NO. 99-137, SOUTH MESA LOT 5, MAP NO. 13998 & 01 3-20-01 56062XO6.DWG 56062.01 04/25/01 16:02 FAX 7606346770 D R HORTON San Diego Z002 - Recording Requested By: ) City of Encinitas ) When Recorded Mail To: ) 0 City Clerk ) City of Encinitas ) 505 S.Vulcan Avenue ) Encinitas,CA 92024 ) SPACE ABOVE FOR RECORDER'S USE COVENANT REGARDING REAL PROPERTY: TENTATIVE MAP,DESIGN REVIEW AND COASTAL DEVELOPMENT PERMIT Assessor's Parcel No: Project No.: 00-086 TM/DR/CDP 254-614-01,-02& -03 A. D.R. Horton San Diego Holding Company, Inc. ("OWNER" hereinafter) is the owner of real property which is known as property consisting of a portion of the South Mesa Planning Area (5,000's) of the Encinitas Ranch Specific Plan lying generally south of Leucadia Boulevard,east of Quail Gardens Drive,west of Via Cantebria and Garden View Road, and north of the existing Sandalwood and Pacific Serena Subdivisions("PROPERTY"hereinafter)and which is described as follows: Lots 6, 23 and 24 of City of Encinitas Tract No. 99-137 in the City of Encinitas, County of San Diego, State of California,according to the Map thereof No. 13998, filed in the Office of the County Recorder of San Diego County July 11,2000; B. In consideration of the approval of Tentative Map, Design Review Permit and Coastal Development Permit No. 00-086 TM/DR/CDP by the City of Encinitas ("CITY" hereinafter), OWNER hereby covenants and agrees for the benefit of CITY, to comply with the terms and conditions of this permit, in addition to the terms and conditions of this permit, as follows: 04/25/01 16:02 FAX 7606346770 D R HORTON San Diego X003 1. Property is subject to an easement permitting golf balls from the Encinitas Ranch Golf Course (the "Golf Course") to enter and land on the Property. Under no circumstances shall the owner or operator of the Encinitas Ranch Golf Course, including but not limited to the City of Encinitas,its officers,agents and employees; lessees or contractors(including management companies),as well as their respective successors or assigns be held liable for any damages or injury resulting from nor be enjoined from operating the Golf Course,any hole or any facility thereon as a result of golf balls on this easement. The property owner relinquishes any right to enjoin the operations of the Golf Course, any hole and any facility thereon, or asserts claims against, and expressly agrees to indemnify and hold harmless, the City of Encinitas, its officers, employees,agents lessees,contractors(including management companies),as well as their respective successors and assigns,with respect to any and all claims,causes of action, losses, damages, costs and expenses (including without limitation, reasonable attorneys'fees) of whatever nature,now existing or hereafter arising out of or related to any damage to property or the injury or death of any person that occurs as a result of golf balls traveling over or across, or landing on or near, any property or improvements within the Upper North Mesa Subdivision known as TM 99-074, including without limitation, the Property. The property owner hereby agrees that any and all requirements of the laws of the State of California required to be satisfied in order for the provisions of this paragraph to constitute a restrictive covenant running with the land shall be deemed satisfied in full, and that any. requirements of privity of estate are intended to be satisfied,or in the alternative, that an equitable servitude has been created to ensure that the restrictions contained in this paragraph run with the land conveyed by the deed recorded on the property in the name of owner. Every contract,deed or other instrument hereafter conveying the Property,or any part of or interest in the Property,shall expressly provide that such conveyance is subject to the restrictions of the preceding paragraph-provided, however,that the preceding paragraph shall survive and be effective as to successors and/or assigns of all or any portion of or interest in the Property, regardless of whether the conveying contract, deed or other instrument provides that such conveyance is so subject. 2. The installation of entry gates is prohibited on any of the subdivision's streets. 3. The owner agrees and understands that the property is located with an easement on, adjacent to, or near the subject property for the purpose of allowing recreation traffic. 4. See Attachment A, Resolution No. 2000-82, which is attached hereto and made a part hereof. 04/25/01 16:03 FAX 7606346770 D R HORTON San Diego 11004 C. This Covenant shall run with the land and be binding upon and inure to the benefit of the future owners, encumbrances, successors, heirs, personal representatives, transferees and assigns of the respective parties. D. OWNER agrees that OWNER's duties and obligations under this Covenant are a lien upon the PROPERTY. Upon notice and opportunity to respond,CITY may add to the property tax bill of the PROPERTY any past due financial obligation owing to CITY by way of this Covenant. E. If either party is required to incur costs to enforce the provisions of this Covenant, the prevailing party shall be entitled to full reimbursement of all costs,including reasonable attorneys' fees,from the other party. F. Failure of OWNER to comply with the terms of this Covenant shall constitute consent to the filing by CITY of a Notice of Violation of Covenant. G. Upon OWNER's satisfaction of OWNER's duties and obligations contained herein, OWNER may request and CITY shall execute a-Satisfaction of Covenant. H. By action of the City Council,CITY may assign to a person or persons impacted by the performance of this Covenant,the;right to enforce this Cove t t OWNER. ACCEPTED GREED Dated 9 by rvl AMA) (Notarization of OWNER signature is attached.) CITY OF ENCINITAS Dated by Bill Weedman (Notarization not required) City Planner 04/25/01 16:03 FAX 7606346770 D R HORTON San Diego IM005 STATE OF CALIFORNIA ) ss. COUNTY OF '��"' D Ong before me, �� '� personally appeared �j v=*"\ personally !mown to me (or proved to me on the basis of satisfactory evidence)to be the person whose name(s)are/is subscribed to the within rostrums and ackwwledged to me that he/shelthey executed the same in his/ /their authorized capacity, 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- WITNESS my hand and official seal. Signature EAL) -- Comm KAwANI►►GH i CortKnissto�!��159 Notcry -CostauAX- --- sQ,ar 1lfo Mycarmi.6cp mseP6rI 04/23/01 16:04 FAX 7606346770 D R HORTON San Diego 006 ATTACHMENT A RESOLUTION NO.PC 2000-82 A RESOLUTION OF THE CITY OF ENCINITAS PLANNING COMMISSION APPROVING A TENTATIVE MAP,DESIGN REVIEW PERMIT AND COASTAL DEVELOPMENT PERMIT FOR A 110 LOT SUBDIVISION (COMPRISED OF 100 RESIDENTIAL LOTS,EIGHT PRIVATE STREET LOTS, AND TWO COMMON AREA LOTS)OF APPROXIMATELY 23.819 ACRES TO INCLUDE THE CONSTRUCTION OF 100 SINGLE FAMILY RESIDENCES, GRADING,LANDSCAPING,ASSOCIATED OFFSITE LANDSCAPING,OFF- SITE ACCESS STREET IMPROVEMENTS,FOUR-UNIT MODEL HOME COMPLEX,AND TEMPORARY SALES AND CONSTRUCTION TRAILERS FOR A PORTION OF THE PROPERTY(5,000 SQUARE FOOT MINIIMUM LOT SIZE)LOCATED WITHIN THE SOUTH MESA PLANNING AREA OF THE ENCINITAS RANCH SPECIFIC PLAN .(CASE NO. 00-086 TM/DR/CDP; APN: 254-614-01,.02 & 05) WHEREAS,a request for consideration of a Tentative Map,Design Review Permit and Coastal Development Permit was filed by D.R.Horton of San Diego to-allow a 110 lot subdivision of approximately 23.819 acres comprised of 100 single family residential lots, eight private street lots•and two common..area lots and associated improvements and to allow the construction of 100 single family residences, associated grading, landscaping, associated off.-site landscaping,off-site access street improvements,four-unit model home complex, and temporary sales and construction trailers, in accordance with Title 24 (Subdivisions),Chapter 23.08 (Design Review),and Chapter 30.80 (Coastal Development Permits)of the Encinitas Municipal Code,for the property located in the ER SFR3V zone of the Encinitas Ranch Specific Plan,legally described as: Lots 6, 23 & 24 of the City of Encinitas Tract No. 99-137, South Mesa, in the City of Encinitas,County of San Diego,State of California,according to the Map thereof No. 13998, filed in the Office of the County Recorder of San Diego County,July 11,2000. WHEREAS, the Planning Commission conducted a noticed public hearing on the application on December 14,2000,at which time Tall those desiring to be heard were heard; and WHEREAS,the Planning Commission considered,without limitation: 1. The December 14, 2000 agenda report to the Planning Commission with attachments 2. The General Plan,Local Coastal Program,Municipal Code,Encinitas Ranch Specific Plan,and associated Land Use Maps; S 'B May 1, 2001 & 0 Job No. 56062.00 SB&O, INC. CITY OF ENCINITAS 505 South Vulcan Avenue 7WEN W 9� ,Wr.r.. Encinitas, California 92024-6366 Attn: Blair Knoll RE: City of Encinitas Tract No. 00-086 Encinitas Ranch - South Mesa -5,000 Square Foot Lots T.M. 00-086 Land Planning Dear Sir: In accordance with Section 66496 of the Subdivision Map Act, the estimated cost of setting final monuments for the above referenced subdivision map is $47,000. Sincerely, SB&O, INC. s. ��' G Civil Engineering cc cc W s Michael S. Butcher LS 6922 Vice President7 �r CALF° MSB cc: Stefan La Casse/D.R.Horton of San Diego,Inc Land Surveying DA56062\LtRS\fina1mon.wpd Corporate Office: 3615 Kearny Villa Road, Suite 201♦ San Diego, CA 92123 ♦ Phone (858) 560-1141 Fax (858) 560-8157 9007 Arrow Route, Suite 120 ♦ Rancho Cucamonga, CA 91730 ♦ Phone (909) 948-3450 fax (909)948-2750 27715 Jefferson Avenue, Suite 201 ♦Temecula, CA 92590 ♦ Phone (909) 693-3310 Fax (909) 693-3320 EXHIBIT "A" MAY, 2001 JNEERINGGEM/ir._- LEGAL DESCRIPTION PUBLIC STORM DRAIN & SEWER EASEMENT ALL THAT PORTION OF LOTS 4 AND 5 OF CITY OF ENCINITAS TRACT NO. 99- 137, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, SATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 13998 FILED IN THE OFFICE OF THE RECORDER OF SAID SAN DIEGO COUNTY JULY 11, 2000, AS SHOWN ON EXHIBIT "B"ATTACHED HERETO AND MADE A PART HEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 4; THENCE SOUTH 17 027'22" WEST 105.23 FEET TO THE BEGINNING OF A NON-TANGENT 74.00 FOOT RADIUS CURVE CONCAVE EASTERLY, A RADIAL TO SAID POINT BEARS NORTH 17 011'48" WEST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 42 015'19", A DISTANCE OF 54.57 FEET; THENCE NORTH 17 027'22" EAST 312.52 FEET TO THE BEGINNING OF A NON-TANGENT 78.00 FOOT RADIUS CURVE CONCAVE WESTERLY, A RADIAL TO SAID POINT BEARS SOUTH 85 053'48" WEST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35 023'14", A DISTANCE OF 48.17 FEET; THENCE SOUTH 17 027'22" WEST 126.46 FEET TO THE POINT OF BEGINNING. CONTAINING 0.181 ACRES MORE OR LESS THIS PROPERTY DESCRIPTION HAS BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. L �ON� D Cy` 8.eli�,`sG�G t MICHAEL S. BUT ER, PLS 6922 DATE �R CALIro��`P SB&O,INC. Encinitas Ranch-South Mesa Job No.56062.00,March 20,2001 1 of 1 D:156062ILEGALSIESMT-BNDRY2 EXH IB IT "B� LA COSTA ANL/E I I I z OUVL I I 2 0 I CARRDENS I i DRIVE I I •. a x_ " • LEUCGIDLA BOULEI�/�D w z a o PASEO $ DE LAS 1 1 fZORES I Ip OU4IL cl� GARDENS I I DRIVE I I ENCINITAS BOULEVARD SITE I ' 5 VICINITY MAP � NOT 70 SC41E / 1 ® 1N0YC4TES PU" S70AW DRANN AND SEWER EAS"DVT 6RiWTED. ❑1 IND/C4TlS PMVATE ACCESS MSE WDVT W7H I E + X35'23'14" OFFER OF DEAK�4TdOW REJECTED R=78.01 ' PD? M4P NO. 13998. L=48.17' S17'2722'1Y fi 126.46' �v P.O.B. ry f05.23221Y LAND SG X42'15'19" Goo P�\,s.sup, 9` 7 R-74.00 F� o 1-=54.57' z NO. 6922 F OF CAS 1 PUBLIC STORM DRAIN AND SEWER EASEMENT SB ENCINIMS TRACT NO. 99-137, SOUTH MESA � O LOT 4 AND 5 MAP NO. 13998 3-20-01 56062X07.DW 56062.01 EXHIBIT "A" LEGAL DESCRIPTION " ri 1 2001 PUBLIC UTILITY, SEWER, STORM DRAIN & ACCESS EASE:.,,.. ALL THAT PORTION OF LOT 5 OF CITY OF ENCINITAS TRACT NO. 99-137, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 13998 FILED IN THE OFFICE OF THE RECORDER OF SAID SAN DIEGO COUNTY JULY 11, 2000, AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST SOUTHERLY CORNER OF LOT 1 OF SAID MAP NO. 13998; THENCE NORTH 26 006'42" EAST 68.97 FEET ALONG THE SOUTHEASTERLY LINE OF LOT 1 TO THE NORTHEASTERLY LINE OF SAID LOT 5; THENCE SOUTH 63 053'18" EAST 56.00 FEET; THENCE SOUTH 26 006'42" WEST 149.90 FEET TO THE BEGINNING OF A TANGENT 372.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 29 045'25", A DISTANCE OF 193.20 FEET; THENCE SOUTH 03 038'44" EAST 137.82 FEET TO THE BEGINNING OF A TANGENT 172.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03 041'15", A DISTANCE OF 11.07 FEET; THENCE SOUTH 07 019'59" EAST 89.30 FEET TO THE BEGINNING OF A TANGENT 435.00 FOOT RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19 001'45", A DISTANCE OF 144.47 FEET; THENCE SOUTH 11 041'47" WEST 86.72 FEET TO THE BEGINNING OF A TANGENT 22.00 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 102 009'18", A DISTANCE OF 39.22 FEET; THENCE NORTH 89 032'29" EAST 58.71 FEET TO THE BEGINNING OF A TANGENT 772.00 FOOT RADIUS CURVE CONCAVE NORTHERLY; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02 036'20", A DISTANCE OF 35.11 FEET; THENCE NORTH 86 056'09" EAST 38.46 FEET; THENCE SOUTH 10 042'46" WEST 28.83 FEET; THENCE SOUTH 86 056'09" WEST 31.60 FEET TO THE BEGINNING OF A TANGENT 800.00 FOOT RADIUS CURVE CONCAVE NORTHERLY; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 02 036'20", A DISTANCE OF 36.38 FEET; SB80,INC. Encinitas Ranch-South Mesa Job No.56062.00,March 20,2001 1 of 2 DA560621LEGALSIESMT-BNDRYI THENCE SOUTH 89 032'29" WEST 58.71 FEET TO THE BEGINNING OF TANGENT 50.00 FOOT RADIUS CURVE CONCAVE NORTHERLY; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 53 014'58", A DISTANCE OF 46.47 FEET; THENCE SOUTH 52 047'27" WEST 54.66 FEET TO THE BEGINNING OF A NON-TANGENT 78.00 FOOT RADIUS CURVE CONCAVE EASTERLY, A RADIAL TO SAID POINT BEARS SOUTH 50 030'35" WEST; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 84 056'58", A DISTANCE OF 115.65 FEET TO THE BEGINNING OF A REVERSE 40.00 FOOT RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33 045'46", A DISTANCE 23.57 FEET; THENCE NORTH 11 041'47" EAST 39.24 FEET TO THE BEGINNING OF A TANGENT 379.00 FOOT RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19 001'45", A DISTANCE OF 125.87 FEET; THENCE NORTH 07 019'59" WEST 89.30 FEET TO THE BEGINNING OF A TANGENT 228.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03 041'15", A DISTANCE OF 14.67 FEET; THENCE NORTH 03 03844" WEST 137.82 FEET TO THE BEGINNING OF A TANGENT 428.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 29 045'25", A DISTANCE OF 222.29 FEET; THENCE NORTH 26 006'42" EAST 80.93 FEET TO THE POINT OF BEGINNING. CONTAINING 1.265 ACRES MORE OR LESS. THIS PROPERTY DESCRIPTION HAS BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. a*rV LAND SG yy�0 �,5.BVjc qG� MICHAEL S. BUTCH96R, PLS 6922 DATE �r�rFOF ca��F°Q� SB&O,INC. Encinitas Ranch-South Mesa Job No.56062.00,March 20,2001 2 of 2 D:1560621LEGALSIESMT-BNDRYI EXH IB I T CoSrA LA gVENUE �, 1 2 �- QGGA/L o o GARDENS P.as. a N26'06'42"£ 80.93' ,�0�0 T. �? = LEUCA0M BOULVARD �p n a o PASEO 2 DE LAS FLORES �IA • ti g OU.A/L ,ry GARDENS DRIVE P,v �=294525 H $ R=372.00 QL=193.20' ENCIWAS r' BOULEVARD SITE VICINIrr MAP LEGEND NOr 70 SGALE ilk H ® INDICATES PUBLIC UTIL/lY, SEWER, S70Rt/ DYPA/N AND ACCESS— E4-VZYDVr GRANTED. 1 Q INDICATES PRNAX ACCM 2 3 EASEWDW WWTJSI IRREH'X,A6orE OFFER OF DEMCATIAN REJECTED 1 S7'19 59 PD M4 NO. 13998. 89J0' DA SA TABLE NT19'591v / Q=19'01'45" BEARING RADIUS UWGTH 89.30' R=435.00' 1 1 N26006'42 RE 68.97' L=144.47' 2 S6.r53'18'r 56.00' •3 3'41'15" 172.010' 11.07' 4 102'09'18" 22.010' 39.22' 0=19'01'45" 5 N8932 291 58.71' R=379.010' 6 2'3620" 772.00' 35.11' L=125.87' g 7 N86'56'09'E 38.46' 11N,8 S16742'46V 28.83' 1'41'47'� qF cM, 9 S86'56'09 1Y 31.60' 39.24' 10 2'3620" 8010.010' 36.38 S11'41'47'1V 11 S89'32W V 58.71' 4 86.72' 7 12 53"14 58" 50.00' 46.47' Y7 4 5 6 13 S52'4727W 54.66' 141 .3.3"45'46" 40.00' 123.57' — —— 151 X41'15" 1 228.010' 14.87' =84'56'58 8 S50'30 UAW (R) L R—78. 85' 9 — PUBLIC UTILITY, SEWER, SSORM DRAIN AND SB ACCES SEMEN T, ENC/N/TAS TRACT NO. 99-137, SOUH A/ESA LOT 5, mAP NO. 13998 & O 3-20-01 56062X06.DWG 56062.01 i EXHIBIT "A" LEGAL DESCRIPTION 200, PUBLIC UTILITY, SEWER, STORM DRAIN & ACCESS EASEMENt' ALL THAT PORTION OF LOT 4 OF CITY OF ENCINITAS TRACT NO. 99-137, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, SATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 13998 FILED IN THE OFFICE OF THE RECORDER OF SAID SAN DIEGO COUNTY JULY 11, 2000, AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 4: THENCE SOUTH 17 027'22" WEST 105.23 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 19 052'24" EAST 53.71 FEET TO THE BEGINNING OF A NON- TANGENT 48:00 FOOT RADIUS CURVE CONCAVE SOUTHEASTERLY, A RADIAL TO SAID POINT BEARS NORTH 19 052'24" WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 49°00'32", A DISTANCE OF 41.06 FEET; THENCE SOUTH 21007'05" WEST 190.19 FEET TO THE BEGINNING OF A TANGENT 200.00 FOOT RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 17 024'55", A DISTANCE OF 60.79 FEET; THENCE SOUTH 38 032'00" WEST 7.66 FEET; THENCE SOUTH 57 041'19" EAST 128.92 FEET; THENCE SOUTH 34 043'26" WEST 28.02 FEET; THENCE NORTH 57 041'19" WEST 102.63 FEET; THENCE SOUTH 38 032'00" WEST 33.44 FEET TO THE BEGINNING OF A TANGENT 172.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35 037'38", A DISTANCE OF 106.95 FEET; THENCE SOUTH 02 054'21" WEST 123.58 FEET TO THE BEGINNING OF A NON-TANGENT 323.00 FOOT RADIUS CURVE CONCAVE SOUTHERLY, A RADIAL TO SAID POINT BEARS NORTH 6 018'57" EAST; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19 037'47", A DISTANCE OF 110.66 FEET; THENCE SOUTH 02 054'21" WEST 25.17 FEET TO THE BEGINNING OF A NON-TANGENT 300.00 FOOT RADIUS CURVE CONCAVE SOUTHERLY, A RADIAL TO SAID POINT BEARS NORTH 27 049'38" EAST; SB&O,INC. Encinitas Ranch-South Mesa Job No.56062.00,March 20,2001 1 of 2 D:1560621LEGALSIESMT-BNDRY3 THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 19 057'10", A DISTANCE 104.47 FEET; THENCE NORTH 82 007'32" WEST 34.13 FEET; THENCE NORTH 83 027'33" WEST 134.82 FEET; THENCE NORTH 03 02943" WEST 28.44 FEET; THENCE SOUTH 83 027'33" EAST 109.17 FEET; THENCE NORTH 02 05421" EAST 114.29 FEET TO THE BEGINNING OF A TANGENT 228.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35 037'38", A DISTANCE OF 141.77 FEET; THENCE NORTH 38 032'00" EAST 66.21 FEET TO THE BEGINNING OF A TANGENT 172.00 FOOT RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 17 024'55", A DISTANCE OF 52.28 FEET; THENCE NORTH 21 007'05" EAST 146.13 FEET TO THE BEGINNING OF A TANGENT 40.00 FOOT RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 33 024'26", A DISTANCE OF 23.32 FEET TO THE BEGINNING OF A REVERSE 74.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 85 005'33", A DISTANCE OF 109.90 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 0.860 ACRES MORE OR LESS. THIS PROPERTY DESCRIPTION HAS BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. P�LAND q y`D��g. 9 O c V 9 ` 6 Q MICHAEL S. BUTCHER, PLS 6922 DATE srgTEOFCP�'\�oQ SB&O,INC. Encinitas Ranch-South Mesa Job No.56062.00,March 20,2001 2 Of 2 D:1560621LEGALSIESMT-BNDRY3 EXH IB I T "B� LA COSM AVENUE l '>- Q QUAIL Z p o GARDENS l N � OR/VE S1727221Y l _ 105.23' / �? 2 LEUG4014 BOULEI/ARD / r / T.P.am. PASEO Z X85'05 33' l DE LAS =74 00, 1 fZORES L=109.90' OLM 2 GARDENS 33'24 26' Z ORNE R-40 0O• 41 L=23.32' ENCIMA'S l �-�N BOULEVARD SITE ryO�K V/C/N/TY A/.4P Nor ro sC4LE ® /NDiIC4 MS-PUBLIC U77WY, SEWER, 17'24'55' S701RM DY441N AND ACCESS R�00 EASE WEW GMMED. L=6 / 0.79' N38'32'0027 .S38'32'OD'1Y a1 /NDrArES PAYMEr ACCESS / 66.21' `k;p 766' MSEVDIVT WWTH IAWEVVC48LE OFFER OF DEVICA770N REJECTED PER M4P NO 13998 1 1 DATA TABLE A�2-JM av ' 4 S34 AY:Y 8'w' NG R aus LENGTH 141.77' 3 28.02 1 1 S19'52240E M..71 X35'37'38' 2 49'00'32' 48.00' 41.06' R=172.010' 3 N5741'191Y 102.63' L=106.95' 4 S38'32'00 1Y M..44' N2'54 21 T I S205421 5 N82'07'321Y 34.13' 114.29' 123.58' g 6 1724'55' 172.00' 52.28' � � 47' :. IL wr a9 N3'29 43/Y R-323.00 o c 0 28.44' N8X2,7; L=110.66' cc M01 i 5 S2'54 211Y 25.17 OF cra.�d �� I 1 N2749'38-T R 4. I I �19'57'10' L�04.47 PUBLIC UTILITY, SEWER, STORM D1 AIN AND SB ACCESS EASEVENT, ENC/N/TAS TRACT NO. 99-137, SOUTH A/ESA LOT 4, mAP NO. 13998 & 3-20-01 5606=080WG 56062.01 EXHIBIT "A" 14 LEGAL DESCRIPTION 't,rEk :Nsvl^ LANDSCAPE AND IRRIGATION MAINTENANCE EASEMENT A PORTION OF LOT 6 OF CITY OF ENCINITAS TRACT NO. 00-086, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. RECORDED IN THE OFFICE OF THE COUNTY RECORDER , AS SHOWN ON EXHIBIT"B"ATTACHED HERETO AND MADE A PART HEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 6; THENCE NORTH 66 028'34" EAST 102.46 FEET TO A POINT ON THE ARC OF A 20.00 FOOT RADIUS CURVE CONCAVE WESTERLY, A RADIAL TO SAID POINT BEARS SOUTH 23 031'26" EAST; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE 81044'19", A DISTANCE OF 28.53 FEET; THENCE SOUTH 33 020'39" WEST 23.64 FEET; THENCE SOUTH 68 025'07" WEST 99.75 FEET; THENCE SOUTH 03 029'43" EAST 8.07 FEET TO THE POINT OF BEGINNING. CONTAINING 0.017 ACRES MORE OR LESS. THIS PROPERTY DESCRIPTION HAS BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. LAND SG S.9 9� F ICHAEL S. BUTCHER, PLS 6922 DATE 0. OF CP��OQ i SB&Q INC. Encinitas Ranch-South Mesa Job No.56062.00,April 30,2001 1 of 1 D A560621LEGALSIMAIN-ESMT-BNDRY09 EXH IB IT "0A LA COSTA 4```'VL/E SCALE,• 1 = • /L z o o GARDENS DRIVE LEGEND /ND/CAMS LANDSCAPE LEUCA014 BOULEVARD AND IRROA77ON MWENWCE PASEO Z �SE^lT DE LAS FL ORES o OUA/L GARDENS S/TE DRIVE CYPRESS HILLS W DRIVE ENCINITAS BOULEVARD V/C/N/TY NOT TO S ALE A=81'44'19" R-20.00' ,,,L=28.53' CYPRESS HILLS DRIVE (PRIVATE) SJX20'391Y \A n1 23.64' \� to N � CvT SUBOMS/ON BIOUNDW (rYP.) J SX29'43 NE f 8.07' �!/r1 No. �.�� P.O.B. ENC mms RANCH/SOUTH mm 5,000 S.F. LOTS SB LANDSCAPE AND /RRIaMON A AIMENANCE EASEMENT LOT 6 -- C/Tr OF ENC/N/TAS AMP NO. & 0 5-1-01 56062X09.DWO 56068.00 5UOO� maintenance easements DB 56062.00 3/28/01 Point Bearing Distance N Coordinates E LOT 6^ 427 65426 .396 47730 .433 N 66/28/34 E 102 .46 430 65467 .291 47824 '379 N 23/31/26 W 2() .00 428 Arc center 65485 .629 47816 .396 D= 81/44/19 L= 28 .53 C= 26 . 17 ST= 17 .31 N 74/44/16 E 20 .00 431 65490 .894 47835 ,691 S 33/20/39 W 23 .64 429 65471 . 143 47822 .695 S 68/25/()7 W 99 .75 432 65434 .454 47729 .940 S 03/29/43 E 8 .07 427 65426 .396 47730 ,433 closure: N 31/06/07 W 0 .005 0 .004 -0 .002 � Area = 727 . 171 Sq Ft 0 .0167 Acres � i . -- EXHIBIT "A" MA vi 2001 LEGAL DESCRIPTION .._.., LANDSCAPE AND IRRIGATION MAINTENANCE EASEMENT A PORTION OF LOT 26 OF CITY OF ENCINITAS TRACT NO. 00-086, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. RECORDED IN THE OFFICE OF THE COUNTY RECORDER , AS SHOWN ON EXHIBIT "B"ATTACHED HERETO AND MADE A PART HEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 26; THENCE NORTH 75 034'48" EAST 13.64 FEET; THENCE NORTH 75 009'55" WEST 17.91 FEET TO A POINT ON THE ARC OF A 528.00 FOOT RADIUS CURVE CONCAVE WESTERLY, A RADIAL TO SAID POINT BEARS NORTH 62 018'33" EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 0 058'27", A DISTANCE OF 8.98 FEET TO THE POINT OF BEGINNING. CONTAINING 0.001 ACRES MORE OR LESS. THIS PROPERTY DESCRIPTION HAS BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. aP\,LAND SG � � N / z .51110 F 0 MICHAEL S. BUTCHE PLS 6922 DATE s�gr6OF CAS\F�Q� SB&O,INC. Encinitas Ranch-South Mesa Job No.56062.00,April 30,2001 1 of 1 D:1560621LEGALSIMAIN-ESMT-BNDRYIO EXHIMr "B� LA ppSTA .4li�c-NUE Z a QUA IL z o o GARDENS O °G DRIVE cn oc _ a D n LEUC4D64 BOULEVARD cl PASEO 2 DE LAS FL ORES o OUA& GARDENS z DRIVE LEGEND J ® /NDYC4W G4 MARE ENCINITAS SITE AN 110�N A�4/N7EMME BOULEVARD IMNMY MAP NOT TU SC4LE h j 27 O 14 N N , Q ' F8 bMh V8Z18',3T1 ) d , N7500Y'55'w 26 17.91' •fir 541. P.O.B. SYi D7' -7 MUNIMS RANCH/SOUTH MM 5p000 S.F. LOTS S B LANDSCAPE AND IRRIG 77ON A/AINIENANCE EASEMENT LOT 26 -- C/TY OF ENC/N/TAS AMP NO. & Q 5-1-01 56062waDWG 56068.00 ' 5000s Mainentano,: Easements 56062 '00 OB 3/29/01 Point Bearing Distance N Coordinates E LOT 26" 434 65793 .648 48361 .997 N 75/34/48 E 13 .64 435 65797 .045 48375 .210 N 75/09/55 W 17 .91 433 65801 .632 48357 .893 5 62/18/33 W 528 ,00 425 Arc center 65556 '270 47890 .366 D= 0158127 L= 8 '98 C= 8 .98 ST= 4 ,49 N 63/17/00 E 528 .00 434 65793 .648 48361 .997 closure: S 32/46/38 E 0 .002 -0 '002 0 .001 Area = 59 .603 Sq Ft 0 .0014 Acres / EXHIBIT "A" MAY R'tfl LEGAL DESCRIPTION _ LANDSCAPE AND IRRIGATION MAINTENANCE EASEMENT A PORTION OF LOT 36 OF CITY OF ENCINITAS TRACT NO. 00-086, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. RECORDED IN THE OFFICE OF THE COUNTY RECORDER , AS SHOWN ON EXHIBIT "B"ATTACHED HERETO AND MADE A PART HEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF LOT 36; THENCE SOUTH 1048'58" EAST 14.87 FEET; THENCE NORTH 48 028'49" WEST 27.18 FEET TO THE SOUTHERLY LINE OF CYPRESS HILLS DRIVE (PRIVATE); THENCE SOUTH 79 037'44" EAST 5.44 FEET TO THE BEGINNING OF A 228.00 FOOT RADIUS CURVE CONCAVE NORTHERLY, A RADIAL TO SAID POINT BEARS SOUTH 10 022'16" WEST; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 3 041'31", A DISTANCE OF 14.69 FEET TO THE POINT OF BEGINNING. CONTAINING 0.003 ACRES MORE OR LESS. THIS PROPERTY DESCRIPTION HAS BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. apt.LAND S S.@UT Gib 0 MICHAEL S. BUTC ER, PLS 6922 DATE d ��9rFOF CAS\F�P�� SB&O,INC. Encinitas Ranch-South Mesa Job No.56062.00,April 30,2001 1 of 1 D:1560621LEGALSIMAIN-ESMT-BNDRYI8 i i EXH/B/T "B" CosTA A//�`NUE sr 1' a � a QUA/L GARDENS DRIVE LEGEND � car o l■ a /NO/G4TFS LfNVOSG4PE LEUC4D/A BOULEVARD `� AN TlO1N A4VNTF/WINC£ n PASEO DE LAS f ORES o GARDENS SITE OUAIL DRIVE ENC/N/TAS 37 BOULEVARD VVAff, Y MAP P.O.B. NOT Tt7 MRZT S1048'58'r 14.87' N48.28'49 w v27.18' V ~ $• S79'37'44 At Thti 5.44' 36 Sk k"! V N 1 �' Qv �cN cyA'PEs s ENC/N/TAS RANCH/SOUTH MESA 5,000 S.F. LOTS s B LANDSCAPE AND /RR/GAWN MAINTENANCE EASEMENT O LOT 36-- E''mmITAS mAP NO. _ 4 5-1-01 58062X11.DWG 56068.00 ' 5000n maiDtenance easements [313 56062.00 3/28/()1 Point Bear iOg Diotanoe N 1--0ordinatee E L0T 36^ 446 66349 .668 48157.761 S 01/48/58 E 14 .87 457 66334 .8O6 48158 .232 N 48/28/49 W 27 . 18 458 66352 .826 48137 '879 � 79/37/44 E 5 .44 945 66351 .846 48143.234 N 10/22/16 E 228 .00 447 Arc. oenter 66576 . 121 48184 -279 O= 3/41/31 L= 14 .69 C= 14 .69 ST= 7 .35 S O6/40/45 W 228 .00 446 66349 .668 48157 .761 Cloeure: S 29/15/O2 W 0 .UO3 -A .A02 -0 .0O1 Area = 144 .555 Sq Ft 0 .O033 ACreo ` ~ - - - EXHIBIT "A" r:t LEGAL DESCRIPTION LANDSCAPE AND IRRIGATION MAINTENANCE EASEMENT A PORTION OF LOT 37 OF CITY OF ENCINITAS TRACT NO. 00-086, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. RECORDED IN THE OFFICE OF THE COUNTY RECORDER , AS SHOWN ON EXHIBIT "B"ATTACHED HERETO AND MADE A PART HEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 37; THENCE SOUTH 1048'58" EAST 14.87 FEET; THENCE NORTH 74 043'20" EAST 17.20 FEET; THENCE NORTH 85 014'55" EAST 5.03 FEET; THENCE NORTH 87 055'17" EAST 21.61 FEET; THENCE NORTH 82 004'02" EAST 31.41 FEET; THENCE SOUTH 61 019'48" EAST 28.76 FEET TO THE WESTERLY LINE OF ALEX WAY (PRIVATE); THENCE ALONG SAID WESTERLY LINE NORTH 8 011'51" WEST 5.02 FEET TO THE BEGINNING OF A 20.00 FOOT RADIUS CURVE CONCAVE SOUTHERLY, A RADIAL TO SAID POINT BEARS NORTH 81048'09" EAST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90 000'00"7 A DISTANCE OF 31.42 FEET; THENCE SOUTH 81048'09" WEST 17.80 FEET TO THE BEGINNING OF A 228.00 FOOT RADIUS CURVE CONCAVE NORTHERLY, A RADIAL TO SAID POINT BEARS SOUTH 8°11'51" EAST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 14 052'36", A DISTANCE OF 59.20 FEET TO THE POINT OF BEGINNING. CONTAINING 0.022 ACRES MORE OR LESS. THIS PROPERTY DESCRIPTION HAS BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. O�Z LAND SG t�y Vp�O MICHAEL S. BUT ER, PLS 6922 DATE o �, eft w P 'rFOF CA��F� SB&O,INC. Encinitas Ranch-South Mesa Job No.56062.00,May 1,2001 1 of 1 D:1560621LEGALSIMAIN-ESMT-BNDRY11 EXH IB I T JOB" LA CpSTA SC.ALE.• ill = %yo, z a QUAIL L IL GARDENS ® /ND/C4TES LANDSCAPE N z AND 1AMI rAnOV MINIFIIGM/CE L ULEYARD DATA TABLE EUCAD/A BO AIM~ RADIUS LENGTH a PASEO 1 1'48'091V 17.80' DE f7O Es 2 14'5236 228.00 59.20' o ° OUAIL GARDENS S/TE DRIVE w ` f � ENCINITAS BOULEVARD VICINITY MAP ALEX WAY (PRIYATEJ � NOT TO SCALE p=9o•00'00' �Jfi R=20.00' L=31.42' N8'11'S11V �J r 5.02' S6179'48'r 1 \ 28.76' _ '02 IF 0 �� 31.41' .� 37 N8755 171E v 2 21.61' v I I t j N85"14'557 •`�'I 5.03 20'Z' 7.20' -- Sl'48'S8'� 14.87' P.O.B. 3 V Jfi ENCINITAS RANCH/SOUTH MESA 5,000 S.F. LOTS s B LANDSCAPE AND /RR/GAWN MAINTENANCE EASEMENT LOT 37 --, E UMMAS MAP NO. � Q 5-1-01 56062X22.DWG 56068.00 ' . . 5000o maintenance easements DB 56062.00 3/28/01 Point Bearing Distance N Coordinates E LUT 37" 446 68349'668 48157 '761 S 01/48/50 E 14 '87 457 66334 .806 48158 .232 N 74/43/20 E 17 .20 455 66339 '337 48174 '820 N 85/14/55 E 5 .03 454 66339 .754 48179 '834 N 87/55/17 E 21 ,61 453 66340.53() 48201 .431 N 82/04/02 E 31 .41 451 66344 .872 48232.536 S 61/19/48 E 28 .76 " 450 66331 .075 48257 .768 N 08/11/51 W 5 .02 1283 66336 .044 48257 .053 S 01/48/09 W 20 ,0() 989 Arc oqnter 66333. 193 48237 .257 D= 90/00/00 L= 31 .42 C= 28 .28 ST= 20 ,00 N ()8/11/51 W 20 '00 988 66352 .988 48234 .405 S 81/48/09 W 17 '80 448 66350 ,450 48216 .788 N 08/11/51 W 228 .00 447 Arc center 66576 . 121 48184 .279 D= 14/52/36 L= 59 .20 C= 59 .03 ST= 29 .77 S 06/40/45 W 228 .00 446 66349 .668 48157 .761 closure: S 84/50/10 E 0 .006 -0 .001 0 .006 Area 950 . 139 Sq Ft 0 .0218 Acres EXHIBIT "A" LEGAL DESCRIPTION MAY LANDSCAPE AND IRRIGATION MAINTENANCE EASEMENT A PORTION OF LOT 44 OF CITY OF ENCINITAS TRACT NO. 00-086, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. RECORDED IN THE OFFICE OF THE COUNTY RECORDER , AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 44; THENCE SOUTH 85°05'11" EAST 21.36 FEET; THENCE SOUTH 52 025'54" WEST 28.96 FEET TO THE EASTERLY LINE OF ALEX WAY (PRIVATE); THENCE ALONG SAID EASTERLY LINE NORTH 4 054'49" EAST 19.56 FEET TO THE POINT OF BEGINNING. CONTAINING 0.005 ACRES MORE OR LESS. THIS PROPERTY DESCRIPTION HAS BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. o�*ty LAND 8G 5 /�l �y� S•�r�9` 0 MICHAEL BU ER, PLS 6922 DATE 9 OF CA��F�Q SB&O,INC. Encinitas Ranch-South Mesa Job No.56062.00,April 30,2001 1 of 1 D:1560621LEGALSIMAIN-ESMT-BNDRY19 EXH IB IT LA CosrA AvE'NUE- Za z o & DDRIVE Ns IND104TES LANMAPE � W- AND /RRI�Gr4T/OW N 'Lon EASEWMr.. D = �? = BOULEVARD yARD 4j PASEO y DE LAS FLORES o OW& S/TE GARDENS DRIVE ENCINITAS BOULEVARD NOT AD SCALE 7 fi 7J P.O.B. S85'Q5'11'�' 21.36' �• 28.965'54 w Q A h � 4127- ENC/N/TAS RANCH/SOUTH MESA 5,000 S.F. LOTS LANDSCAPE AND /RR/GAT/ON MAINTENANCE EASEMENT 1&01 LOT 44 -- CITY OF ENCIMMAS MAP NO. _ 5-1-01 56062X12.DWIG 56068.00 ' 5000o maintenance easements DB 56062 .00 3/28/01 Point Bearing Distance N Coordinates E LOT 44^ 270 66268 .827 48309 .673 S 85/05/11 E 21 .36 290 66266 '998 48330 '952 S 52/25/54 W 28 .96 291 66249 .341 48307 .998 N 04/54/49 E 19 .56 270 66268 .827 48309.673 closure : N 59/16/52 E 0 .003 0 '001 0 .082 Area = 208 .855 8q Ft 0 .0048 Acres | / ' - EXHIBIT "A" MAY of LEGAL DESCRIPTION ,� , U ; LANDSCAPE AND IRRIGATION MAINTENANCE EASEMENT A PORTION OF LOT 45 OF CITY OF ENCINITAS TRACT NO. 00-086, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. RECORDED IN THE OFFICE OF THE COUNTY RECORDER , AS SHOWN ON EXHIBIT "B"ATTACHED HERETO AND MADE A PART HEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF LOT 45; THENCE SOUTH 81048'09" WEST 21.24 FEET; THENCE SOUTH 64 024'40" EAST 27.71 FEET TO THE EASTERLY LINE OF SAID LOT 45; THENCE NORTH 14 048'58" WEST 15.51 FEET TO THE POINT OF BEGINNING. CONTAINING 0.004 ACRES MORE OR LESS. THIS PROPERTY DESCRIPTION HAS BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. lz�k� oNpl LAp�s �r 0! 0�5` �S.eGr0G9cs+ 1 ICHAEL S. BUT ER, PLS 6922 DATE a �,�, $ OF CAL1F0�� SB&O,INC. Encinitas Ranch-South Mesa Job No.56062.00,Aphl 30,2001 1 of 1 D:1560621LEGALSIMAIN-ESMT-BNDRY20 EXHIBIT "A" LEGAL DESCRIPTION LANDSCAPE AND IRRIGATION MAINTENANCE EASEMENT A PORTION OF LOT 45 OF CITY OF ENCINITAS TRACT NO. 00-086, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. RECORDED IN THE OFFICE OF THE COUNTY RECORDER , AS SHOWN ON EXHIBIT "B"ATTACHED HERETO AND MADE A PART HEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 45; THENCE SOUTH 85°05'11" EAST 21.36 FEET; THENCE NORTH 0 005'50" WEST 21.64 FEET; THENCE NORTH 1056'46" WEST 30.56 FEET; THENCE NORTH 9 006'30" WEST 15.66 FEET; THENCE NORTH 21050'42" EAST 19.31 FEET; THENCE NORTH 25 055'39" EAST 7.40 FEET; THENCE NORTH 58 023'58" EAST 21.57 FEET TO THE SOUTHERLY LINE OF CYPRESS HILLS DRIVE (PRIVATE); THENCE ALONG SAID SOUTHERLY LINE SOUTH 81 048'09" WEST 27.05 FEET TO THE BEGINNING OF A 20.00 FOOT RADIUS CURVE CONCAVE EASTERLY, A RADIAL TO SAID POINT BEARS NORTH 8 011'51" WEST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90 000'00", A DISTANCE OF 31.42 FEET; THENCE SOUTH 81048'09" WEST 5.00 FEET; THENCE SOUTH 8 011'51" EAST 11.91 FEET TO THE BEGINNING OF A 223.00 FOOT RADIUS CURVE CONCAVE WESTERLY, A RADIAL TO SAID POINT BEARS NORTH 81048'09" EAST, THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 13 006'40", A DISTANCE OF 51.03 FEET; THENCE SOUTH 4 054'49" WEST 11.85 FEET TO THE POINT OF BEGINNING. CONTAINING 0.047 ACRES MORE OR LESS. THIS PROPERTY DESCRIPTION HAS BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. SAe�sG'9a oc Na 6922 70 MICHAEL S. BUTCHER, PLS 6922 DATE J'l P4� 9rFOF CAS\F� SB&O,INC. End -South Mesa Job No.56062.00,April 30,2001 1 of 1 D:1560621LEGALSIMAIN-ESMT-BNDRY21 EXH IB IT �B� LA COSTA E z ouAa ® INDICATES UWDSC4PE z o o GARDENS AND ARM naV N � DRIVE MINTEIAWCE 94SEA/ENr N DATA TABLE z = LEUCADGA BOULEVARD Q W RMUS MW711 a PASEO Z 1 S8'11'51'Zr 11.91' DE LAS 2 S81048'09'iV 5.00' h fZORES 3 90.00'00" 20.010' 31.42' o ° OUA/c 4 58'23:0T 21.57' GARDENS z DRIVE SM, ENC/N/TAS BOULEVARD V/C/N/TY MAP Nor ro sc,ACE � VE (f�IVA T E� P.O.S ORS B. CYPRESS HILL �/ S81.48'09 e ^18'_f 21.2 S81.48 27.05 3 � N14'48'S81V 4 15.51' 2 S84024140IF 1 27.71' yJfi 1 N25055'39At 7.40' N81.48_Og'1�LRL ———— N21'50'42'� ; 19.31' 9.06 301V ,5 15._ 66 g$ on N1'S6'46"1V M 4 p 30.56' NO'05'S01V 21.64' W'C � 21.36' lkv ENC/N/TAS RANCH/SOUTH AIM 5,000 S.F. LOTS SB LANDSCAPE AND IRRIGA77ON MA INTENANCE EASEMENT LOT 45 C/TY OF ENCIAMAS AMP NO. & 01 5-1-01 56062X23.DWG 56068.00 ' 5000o MaiDeDtaOce Easements 56062 .00 O0 3/29/01 Point Bearing Distance N Coordinates E LOT 45^ 270 66268 .827 48309 .673 S 85/05/11 E 21 .86 290 66266 '998 48330 .952 N 00/05/50 W 21 .64 289 66288 .638 48330 .915 N 01/56/46 W 90 .56 281 66319. 181 48829 .877 N 09/06/30 W 15 .66 280 66334 '648 48327 .398 N 21/50/42 E 19 .31 278 66352 .570 Q334 .582 N 25/55/39 E 7 .40 277 66359 .229 48337 .820 N 58/23/58 E 21 .57 276 66370 '533 48356 . 193 S 81/48/09 W 27 .O5 1647 66366 .676 48329 .424 S 08/11/51 E 20 .00 1648 Arc center 66346 .881 48332 .276 D= 90/00/00 L= 31 .42 C= 28 .28 ST= 20 .00 S 81/48/09 W 20 .00 1639 66344 .029 48312 .480 S 81/48/09 W 5 .00 1632 66343 .316 48307 .532 S 08/11/51 E 11 .91 273 66331 ,533 48309 .229 S 81/48/09 W 223 .00 272 Arc center 66299 .736 48088 .508 D= 13/06/40 L= 51 .03 C= 50 .92 ST= 25.63 S 85/05/11 E 223 '00 271 66280 .636 48310 .688 S 04/54/49 W 11 .85 270 66268 .827 48389 .678 Closure: S 16/59/48 W 0 .013 -0 ,013 -0 .004 2023 .462 Sq Ft 0 ,0465 Acres . . ^ 56062 '00 Maintenance Easements 5000a 4/30/01 A Point Bearing Distance N Coordinates E LOT 45^ 441 66376 .748 48399 .340 S 81/48/09 W 21 .243 445 66373 .719 48378 .315 S 64/24/40 E 27 .711 444 66361 '751 48403 .307 N 14/48/58 W 15 .513 441 66376 .748 48399 .340 Closure: Flat Area = 163 .672 Sq Ft 0 .0098 Acres " EXHIBIT "A" LEGAL DESCRIPTION MAY fl' 4 LANDSCAPE AND IRRIGATION MAINTENANCE EASEMENT A PORTION OF LOT 46 OF CITY OF ENCINITAS TRACT NO. 00-086, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. RECORDED IN THE OFFICE OF THE COUNTY RECORDER , AS SHOWN ON EXHIBIT "B"ATTACHED HERETO AND MADE A PART HEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWESTERLY CORNER OF LOT 46; THENCE SOUTH 14 048'58" EAST 15.51 FEET; THENCE NORTH 77 02935" EAST 90.29 FEET; THENCE SOUTH 56 032'15" EAST 24.15 FEET TO THE WESTERLY LINE OF BRAE MAR COURT (PRIVATE) THENCE ALONG SAID WESTERLY LINE NORTH 15 002'52" WEST 7.12 FEET TO THE BEGINNING OF A TANGENT 20.00 FOOT RADIUS CURVE CONCAVE SOUTHERLY; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 83 008'59", A DISTANCE OF 29.02 FEET; THENCE SOUTH 81 048'09" WEST 89.16 FEET TO THE POINT OF BEGINNING. CONTAINING 0.030 ACRES MORE OR LESS. THIS PROPERTY DESCRIPTION HAS BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. `oaa�NANO s S.e4T G R, o G MICHAEL S. B T HER, PLS 6922 DATE ° _°� No. �° a OF CAL SB&O,INC. Encinitas Ranch-South Mesa Job No.56062.00,April 30,2001 1 of 1 D:1560621LEGALSIMAIN-ESMT-BNDRYI3 EXH IB IT 108� LA CO$TA 14`ENUE i QUA/L MWE..• I" = 30' i o o GARDENS DRIVE � i LEUCADU BOULEVARD ® IND/C4W LANM PE PASEO Z AND IRRIG477ON MNN7EN"CE DE LAS M"EW. FLORES p OUAIL GARDENS SITE DRIVE W / COLRt BOULEVARD AE MAR iE` BOULEVARD 1 MINITY MAP ��J BR (PRI VA NOT 70 SC4LE N15o2 1.12 Q=83'08'59" R=20.00' /S56'32'15'Zc L=29.02' 24.15' lot 1 (� (� 2 Z kn 2 r 1 � o O S14'48'W r 45 15.51' ENCINITAS RANCH/SOUTH MM 5,000 S.F. LOTS LANDSCAPE AND IRRIGATION MAIMMANCE EASEMENT Q LOT 46 -- CITY OF ENC/NIMS MAP NO. (X. 5-1-01 58082X21.DW 56068.00 EXHIBIT "A" LEGAL DESCRIPTION' LANDSCAPE AND IRRIGATION MAINTENANCE EASEMENT A PORTION OF LOT 63 OF CITY OF ENCINITAS TRACT NO. 00-086, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. RECORDED IN THE OFFICE OF THE COUNTY RECORDER , AS SHOWN ON EXHIBIT "B"ATTACHED HERETO AND MADE A PART HEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 63; SAID POINT LYING ON THE ARC OF A 105.00 FOOT RADIUS CURVE CONCAVE NORTHWESTERLY, A RADIAL TO SAID POINT BEARS SOUTH 33°15'23" EAST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 05 021'08"A DISTANCE OF 9.81 FEET; THENCE NORTH 30 058'33" EAST 14.56 FEET TO THE EASTERLY LINE OF SAID LOT 35; THENCE ALONG SAID EASTERLY LINE SOUTH 07 012'20" EAST 7.55 FEET TO THE POINT OF BEGINNING. CONTAINING 0.001 ACRES MORE OR LESS. THIS PROPERTY DESCRIPTION HAS BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. t ✓� `�D gyp\,LAND SG MICHAEL S. BUTCHER, PLS 6922 DATE ox 9 9 sT�rFOF CAS SB&O, INC. Encinitas Ranch-South Mesa Job No.56062.00,April 30,2001 1 of 1 D:156062V EGALSIMAIN-ESMT-BNDRY14 EXH IB IT LA COSTA z 11A/L SCALE.• 1` _ .30' 1 7W Z o o GARDENS LEGEND �� DR/ICE o cn z z = LEUC4D/4 BOULEVARD ® /NDIC4W LANDSCAPE c a AN fiRrA710N AWN7MWCE PASEO W DE LAS FLORET' o � QUA IL S/TE GARDENS DRIVE ENCINITAS BOULEVARD V/C/N/TY MAP NOT M SC4LE _sjxtf2j-r (, P.O.B. yJ� ST 12 20'r 0_=5'21'08" (OPEN SPACE 7 ' L=9.81 0' L=9.81 N�58'.� T RAE MR A Z R 63 Y041, (PRI e � ENC/N/TAS RANCH/SOUTH Ml SA 5,00 S.F. LOTS SB LANDSCAPE AND IRRICA77ON MAIm7FMANCE EASEA/ENT LOT 63 MY OF ENC/N/TAS MAP NO. _ 1 & 0 5-1-01 58082X14.DWG 56088.00 ' ' 5000o maintenance easements DB 56062.0¢ 3/28/01 Point Bearing Distance N Coordinates E LOT 63^ 292 66466 . 167 48557 '994 N 33/15/23 W 105 .00 293 Arc center 66553.971 40500 .413 D= 5/21/08 L= 9 .81 C= 9 '80 ST= 4 .91 S 27/54/16 E 105 .00 294 66461 . 179 48549 .553 N 30/58/33 E 14 '56 295 66473 .662 48557 -047 S 07Y12/20 E 7 .55 292 closure: 66466 . 167. 48557 .994 N 08/46/15 W 0.005 0 .005 -O .00A Area = 34 '744 Sq Ft 0 .0008 Acres EXHIBIT "A" NI k ld LEGAL DESCRIPTION LANDSCAPE AND IRRIGATION MAINTENANCE EASEMENT A PORTION OF LOT 71 OF CITY OF ENCINITAS TRACT NO. 00-086, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. RECORDED IN THE OFFICE OF THE COUNTY RECORDER , AS SHOWN ON EXHIBIT "B"ATTACHED HERETO AND MADE A PART HEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 71; THENCE NORTH 17 02722" EAST 113.18 FEET; THENCE SOUTH 72 032'38" EAST 4.05 FEET; THENCE SOUTH 15 033'57" WEST 7.54 FEET; THENCE SOUTH 17 027'22" WEST 102.88 FEET TO A POINT ON THE NORTHERLY LINE OF CYPRESS HILLS DRIVE (PRIVATE), SAID POINT LYING ON THE ARC OF A 74.00 FOOT RADIUS CURVE CONCAVE SOUTHEASTERLY, A RADIAL TO SAID POINT BEARING NORTH 13°14'26" WEST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 03 057'22" A DISTANCE OF 5.11 FEET TO THE POINT OF BEGINNING. CONTAINING 0.011 ACRES MORE OR LESS. THIS PROPERTY DESCRIPTION HAS BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. LAND SG MICHAEL S. 17-HER, PLS 6922 DATE 0 a �rgrFoF CAS-��P SB&O,INC. Encinitas Ranch-South Mesa Job No.56062.00,April 30,2001 1 of 1 D:1560621LEGALSIMAIN-ESMT-BNDRYI5 EXH IB IT LA COSTA 4�'ENUE z a OUA/L GARDENS 20 30' °G DRIVE 1 , f a �? = LEUC4DM BOULEVARD a LEGEND PASEO LAS /ND/AW L ANDSCAPE DFLOORES ® AND 1ANG47M AWN70WWCE o EASSWENT o WAIL GARDENS z v' DRIVE ENCINITAS w BOULEVARD SITE V/C/N/TY MA NOT TO SC4LE W D � Wl �~ 1 V 71 =.3"5722" R=74.00' 5 Z54' 7 N172722T 102.88' 7.54' S72'32'38T N172722T 113.18 N171 f'481V1R1 4.05' suawslo1v P.a . MAR No. Y5. 65"JA8 ENC/N/TAS RANCH/SOUTH MM -w- 5,000 S.F. LOTS S B LANDSCAPE AND IRRIG4 T/ON MAINTENANCE EASEMENT Q w O LOT 71 MY OF ENC/N/TAS MAP NO. & 5-1-01 58082X15.DWG 56088.00 ' 5000s maintenance easements OB 56062 .00 3/28/01 Point Bearing Distance N Coordinates E LOT 71 " 296 6643� .�66 48O39 .248 N 17127122 E 113 . 18 297 66547 .833 48073 . 199 S 72/32/38 E 4 .01 298 66546 '618 48077 .063 S 15/33/57 W 7 .54 440 66539 '352 48075 .039 S 17127122 W 102 .88 299 66441 .207 48044 . 177 8 13/14/26 E 74 .00 300 Arc center 66369 . 175 48061 . 126 D= ' 3157122 L= 5 ' 11 C= , 5 . 11 ST= 2 .56 N 17/11/48 W 74 .00 296 66439 .866 48039 .248 closure: N 05/13/37 E 0 '006 0 .006 0 .001 . Area = 479 .652 Sq Ft 0 '011() Acres |�-- �� -- - - - -- EXHIBIT "A" LEGAL DESCRIPTION 4 y - LANDSCAPE AND IRRIGATION MAINTENANCE EASEMENT A PORTION OF LOT 72 OF CITY OF ENCINITAS TRACT NO. 00-086, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. RECORDED IN THE OFFICE OF THE COUNTY RECORDER , AS SHOWN ON EXHIBIT "B"ATTACHED HERETO AND MADE A PART HEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 72; THENCE ALONG THE WEST LINE OF SAID LOT 72, SOUTH 17 02722" WEST 118.51 FEET TO THE SOUTHERLY LINE OF SAID LOT 72; THENCE ALONG SAID SOUTHERLY LINE SOUTH 72 032'38" EAST 4.05 FEET; THENCE NORTH 15 029'54" EAST 118.58 FEET TO THE POINT OF BEGINNING. CONTAINING 0.006 ACRES MORE OR LESS. THIS PROPERTY DESCRIPTION HAS BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. .511101 5a�C�S LAIVD MICHAEL S. BU15,FitR, PLS 6922 DATE I N - 6922 �r9TFOF CAS\F�Q�� SB&O, INC. Encinitas Ranch-South Mesa Job No.56062.00,Apfil 30,2001 1 of 1 D:1560621LEGALSIMAIN-ESMT-BNDRYI6 EXH IB IT LA COSTA 4 I�E'�,!jE z a QUsI/L Z p p GARDENS N � OR/IiE 0 so _ a D � 30 �? = LEl1C4DL4 BOULEVARD n PASEO /�/�+� O DE LAS J�i:IriL�LiC fzORES ® /ND1C MS LMDSC DE o ° ou4/c AND /RR/G4110N MWENWCE GARDENS E4.Sf�/�T Z DRIVE ENCINITAS BOULEVARD s//f V/C/N/TY MAP W NOT TO SC4LE r-- CL v 4 0 72 G SUBOMS/ON N15'29'54 118.58' BIOUNMRY k. MR) ;� S172722W 118.51' IV S72'32'38NE P.O.B. /07' 4. 4.05' �llrJ� 1�1J y. "ri E awrAS RANCH/SOUTH mm -- 5,000 S.F. LOTS ISBI LANDSCAPE AND /RR/Gy4 MN MAMENANCE EASEMENT Q w O LOT 72 -- C/TY OF ENC/N/TAS MAP NO. & 5-1-01 56062X16.DWG 56068.00 ' 5000o Mainentanoe Easements 56062 .00 OB 3/29/01 Point Bearing Distance N Coordinates E LOT 72" 362 66660.889 48108 '750 S 17127122 W 118 .51 297 66547 .833 48073. 199 S 72/32/38 E 4 .n5 298 66546.618 48077 .063 ' N 15/29/54 E 118 .58 362 66660 .889 48108 .750 closure: N 35/53/52 W 0 .001 0 .001 -0 .001 Area = 240 .064 3q Ft 8 .0055 Acres ° | / EXHIBIT "A" MA*" LEGAL DESCRIPTION LANDSCAPE AND IRRIGATION MAINTENANCE EASEMENT A PORTION OF LOT 100 OF CITY OF ENCINITAS TRACT NO. 00-086, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. RECORDED IN THE OFFICE OF THE COUNTY RECORDER , AS SHOWN ON EXHIBIT "B"ATTACHED HERETO AND MADE A PART HEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 100; THENCE ALONG THE WESTERLY LINE OF SAID LOT 100, NORTH 10°42'46" EAST 22.23 FEET; THENCE SOUTH 81 038'52" EAST 82.87 FEET; THENCE NORTH 48 049'27" EAST 8.40 FEET TO THE WESTERLY LINE OF RIHELY PLACE (PRIVATE) ; THENCE ALONG SAID WESTERLY LINE SOUTH 10 042'46" WEST 8.72 FEET TO THE BEGINNING OF A TANGENT 20.00 FOOT RADIUS CURVE CONCAVE NORTHWESTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 76 013'23", A DISTANCE OF 26.61 FEET; THENCE SOUTH 86 056'09" WEST 88.63 FEET TO THE POINT OF BEGINNING. CONTAINING 0.026 ACRES MORE OR LESS. THIS PROPERTY DESCRIPTION HAS BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS ACT. c apt.LANp ICHAEL S. BU HER, PLS 6922 DATE o o cr No. 6922 4L P �9TFOF CA��F�P\ SB&O,INC. Encinitas Ranch-South Mesa Job No.56062.00,April 30,2001 1 of 1 D:1560621LEGALSIMAIN-ESMT-BNDRYI7 EXH IB IT $08 LA COSTA '4VccN� a OUA/L Z z o o GARDENS DRIVE a � = LEUCAD/A BOULEVARD 0 o a PASEO DE LAS ` f ORES C� OLML 0 GARDENS SITE DRIVE J �a1 LEGEAND /NOVC4W LANDS'C4PE ENCINITAS ® AND IRNG47M AWMEMNCE BOULEVARD 45sW NT. VICINITY MAP NOT TO SCALE � CE (PRIVATE) PL RINA)e A SfO'42'46V \ Tn 8.72 \ V1 v _ NW49 27'Zr 30.00' cn 100 �\ ,-%* 9V low wo .000 a N � v P.O.B. NpgRY J r r N10'42'46'r SLIODWON (, 22.23 ?i�p-) ENC/N/TAS RANCH/SOUTH MESA 50000 S.F. LOTS sl B LANDSCAPE AND IRRICA770M MA/NTE/VANCE EASEMENT Mo LOT fOO -- MrY OF ENC/N/TAS MAP NO. 5-1-01 56062X17.DWlG 56068.00 56062 ,00 Maintenance Easements 5000o 4/30/01 dl.:) Point Bearing Distance N Coordinates E LOT 1OV" 436 66705 .783 48324 .485 N 10/42/46 E 22 .230 437 66727 .625 48328 .617 S 81/38/52 E 82 '866 438 66715 .588 48410 .604 N 48/49/27 E 30 'UU3 726 66735 '342 48433 . 187 S 10/42/46 W 8 '719 1690 66726 .775 48431 .567 N 79117114 W 20 .000 1675 Arc center 66730 '492 48411 .915 O= 76/13/23 L= 26 .607 C= 24 '688 5T= 15 .688 5 03/03/51 E 20 ,000 1677 66710 .521 48412 .984 S 86/56/09 W 8 '719 439 66710 .055 48404 .278 S 86/56/09 W 79 '907 436 ' 66705 .783 48324 .485 Closure: N 01/31/85 E 0 ,001 0 '001 0 '000 Area = 1369 . 107 Sq Ft 0 .0314 Acres SBMay 29, 2001 & 0 Job No. 56633.00, 56063.00 CITY OF ENCINITAS SB&O, INC. © Engineering Services Permits j _2001 505 South Vulcan Avenue Encinitas, California 92024 RE: Encinitas Ranch - South Mesa 5,000 S.F. lots. Engineer's Pad Certification for TM No. 00-086 Grading Permit No. 6689-G Pursuant to Section 23.24.310 of the Encinitas Municipal Code,this letter is hereby submitted as a Pad Certification Letter for Lots 72-75. As the Engineer of Record for the Land subject project, I hereby state all rough grading for these units has been completed in Planning conformance with the approved plans and requirements of the City of Encinitas, Codes and Standards. 23.24.3 10 (B). The following list provides the pad elevations as field veri fied and shown on the approved grading plan: Lot No. Pad Elevation per Plan As-built Pad Elevation 72 325.3 325.3 73 326.3 326.3 74 , 329.2 329.2 Civil 75 333.2 333.2 " Engineering Please contact me if you have any questions. , Sincerely, SB&O INC. c � W �g �s M a� Peter R. Sa mo, PE Land President Of f Surveying PRS;msb cc: Stefan LaCasse/D.R. Horton San Diego, Inc. Bob Cummings/K. Hovnanian Companies of California,Inc. 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