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Applications and OriginalsCase # and Name of Preliminary Plat Approval -S~ C'.(~ '-~3 - 1?, .5 ~-~ ~/_ j~ Tax Parcel Number(s) Z-1 7 L~ l ~ f) S p Z SUBDIVIDER ~ ~tJ~lt°d~' ~ere~ 1JL?v` Name Q Address l2cr t n , e,r Cc/'R 9E3 s~~ SURVEYOR ~.- TR- iJ ~ Name -~~ ~DY q d~ Address Phone Fax ~ 4 cf , ni C l~ ~ cu Ci (J ~ . C C~,/i7 E-mail PROPERTY OWNER(S) SP~M~ Name Address Phone Fax E-mail Phone Fax E-Mail ENGINEER Name Address ~ ~ tc. w l ~ a.. lv>Q ~ 81 ~~ Zb6 -z-`i`~~278 Phone Fax E-Mail LAND USE BREAKDOWN (Calculate to the Nearest Hundredth) Total Acreage ,'(7 Number of Single Family Residential Lots 4 c~ Number of Commercial Lots ~ Smallest Lot Area ~ f70 V Total Acreage in Open Space L~+1- Length in Public Streets Length in Private Streets Number of Multifamily Residential Lots Number of Industrial Lots ~_ Average Lot Area SSa=' Fee in Lieu of Open Space ~ Total Acreage in Public Streets Total Acreage in Private Streets _i"' All of the information on the reverse side of this application is required to be filed at the time of final plat submittal unless a written waiver from the planner or engineer accompanies the application. After this office has received written acknowledgment from all departments required to sign the plat, the legislative body will be so advised and a date for a public meeting will be set for their consideration. ]05 Yelm Avenue West PO Box 479 Yelm, WA 98597 (360) 958-3835 (360) 458-3144 FAX www.ci.yelm.wa.us i ~ ~ ~ .~~ ) ~~ City of Yelm ~ ~~'© ,' Community Development Department i Building Division ~E(',, ~ 0 z00~ Phone: (360) 458-8407 Fax: (360) 458-3144 ~~~ p~ yEL Applicant: Name: Rainier General Development ~- -- Address: P.O. Box 627 \C~i4y--~airtierr~ Per~i~, ~ es Schedule Pe ~t 4-0216-YL I ~~~ 9 2004 OF HELM Phone: 360.446.3083 State: WA Zip 98576 Project Information: Project: Mill Pond Estates -Final Description of Work: Final Plat Subdivision -Mill Pond Estates, 40 single family lots Site Address: 104th Avenue SE Assessor Parcel No. 21725110502 Fees: Item Acct Code Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc Subdivision -Final 001-345-81-00 750.00 750.00 0.00 0.0000 0.0000 TOTAL FEES: 5750.00 ~o °ET"~p9~~' CITY OF ------------------ ~ YELM P.O. Box 479 Yelm, V~JA 98597 E_. 360-458-8403 RECEIVED RECEIPT No. ~ ~ 3 4 5 ****SEVEN HUNDRED FIFTY DOLLARS & 00 CENTS I RECEIVED FROM DATE REC. NO. AMOUNT REF NO. RAINIER GENERAL DEVELOPMENT 12/30/04 34345 750.00 CHECK 32541 i PO BOX 627 RAINIER WA 98576 ~ MISCELLANEOUS RECEIPT JANINE outs f04 (OZ16 YL FINAL SUBDIVISION pF TaFP~~ ~ City of Yelm ~ a ~~ Community Development Department Building Division Phone: (360) 458-8407 YELM Fax: (360) 458-3144 Applicant: Name: Rainier General Development Address: P.O. Box 627 City: Rainier Permit Fees Schedule Permit No: SUB-04-0216-YL Phone: 360.446.3083 State: WA Zip 98576 Project Information: Project: Mill Pond Estates -Final Description of Work: Final Plat Subdivision -Mill Pond Estates, 40 single family lots Site Address: 104th Avenue SE Assessor Parcel No. 21725110502 Fees: Item Acct Code Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc -------------------------- -------------- ----------- ----------- ---------- ----------- ----------- ------------- Subdivision -Final 001-345-81-00 750.00 750.00 0.00 0.0000 0.0000 TOTAL FEES: x750.00 RAINIER GENERAL DEVELOPMENT, INC. P.O. BOX 627 PH. (360) 446-3083 RAINIER, WA 98576 DATE ~ Z - Zy-ciy PAY TO THE /'~ ORDER OF L~ ~-, SouthSoundBanl~,,,,..~ 2006 Ramapo Aw NW ya.~, Orynpra. WA 9P502 (3q0) ~~ 11'03254111' ~:1 2 5 108609~:01500010~ -- 32541 98-860-1251 ~ 7 so ac 8 / DOLLARS - /~ d l Subdivide a little over 10 acres into 40 single-family residential lots. The property is zoned R-4 Low Density Residential, which allows up to 4 dwelling units per acre. Mr Bloom received preliminary plat approval in April 2004. The property is located on 104t" Ave, just west of the fire station. Frontage improvements on 104t" Ave. SE with connection requirements to Carter Street Frontage improvements to Mill Road & Internal streets Deferred improvements from the fire station were called in, and Mill road, around 104t" to carter now completed. Water and Sewer lines were installed in 104t" Ave, as part of the Nisqually estates subdivision. Mr. Bloom has paid latecomer agreement payments to be able to connect to those lines and extend them into the new subdivision. Dedicated the open space to the City of Yelm. Qualified open space includes the wetland, and surrounding buffer area. 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C N r- ~ ~i +i0 000000000000p 00000pppp000000 G U ~ A~+:~j n~.b~ ~ ~~~ OS 0000000000000000000000000000 VI ~ G'~ ~ k ~ '1~~ ~ ~ + N $ 1„? p 1 Ail ~ '~~~ ~ (n 0 ~ 1 U y ~~. b44Vb4bC+DOOU NUOOO OOO~OwiOVVa+~1.+~+a (Zm~ ~ O•}~ ~?~ ~D ~~~ ~ ~\ F, O ~ O N bb VbNUUNl71V100~Vb-~-.aONbOtn-~bbbb bbb = ~^ ydTV:.~y +'O O \ / •'< ~ r~~ O 1N 4q •NUlww44b+Uw+4 Q, ~.#ww~.b+440040144 ~, ~~~~ Cb ^ ~ m \`_~ m o m (~ ~ ~T~~~~~~~~ ~~~~~~~~~~~ 274.94~~~ ~~~~~~~~~~~~~~~~~~~~ I - - - - 27s.1o N 0038'48" E 550.04 ----------------------------------~ ---RANGE 1 EAST - N N 776.26 (ROAD DEED) MILL ~ Q ~ D S E p RANGE 2 EAST ~ e Dec 30 04 12:32p RGD Inc. (360)446-2972 p.l frorm No. 14 Subdivision Guarantee ~; ,~ ef, ay ~ . ~~€ ;~ M .: . n~'c- ~ ~- a . Guarantee No.: 4299-302530 -<~ :~ ~ - w--y _ ~.~' L J Issued by First American Title Insurance Company Bell Towne Centre, 4200 6th Avenue Southeast Suite 201, Lacey, WA 98503 Title 4ffice~: Randy Hudson Phone: (360) 491-1606 FAX: (360) 352-7417 Dec 30 04 12:32p RGD Inc. (3601446-2972 p.2 Form No. 14 Subdivision Guarantee (4-1o-75) Si Atl$~~ ,' C~ ~g Guarantee No.: 4299-302530 Page No.: 1 First American Tit/e Insurance Company Bell Towne Centre, 4200 6th Avenue Southeast Suite 201, Lacey, WA 98503 (360) 491-1606 - FAX (360) 352-7417 Title Team Five (Thurston/Mason) Fax No. (253) 671-5816 Doreena Baird Ken Wilson Randy Hudson (360)491-1606 (253)671-5815 (253)671-5814 dbaird@firstam.com kwilson~firstam.com rhudson~firstam.com SUBDIVISION GUARANTEE LIABILITY ~ 1,000.00 ORDER NO.: 4299-302530 FEE $ 200.00 TAX $ 16.80 YOUR REF.: First American Tide Insurance Company a Corporation, herein called the Company Subject to the Liability Exclusions and Limitations set forth below and in Schedule A. GUARANTEES Rainier General Development herein called the Assured, against loss not exceeding the liability amount stated above which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth above. 3. This Guarantee is restricted to the use of the Assured for the purpose of providing title evidence as may be required when subdividing land pursuant to the provisions of Chapter 58.17, R.C.W., and the local regulations and ordinances adopted pursuant to said statute. It is not to be used as a basis for closing any transaction affecting title to said property. Dated: November 19, 2003 at 7:30 A.M. Fast Amerkan 77l/e Dec 30 04 12:33p RGD Inc. (360)446-2972 Forrn No. 14 Guarantee No.: ~29l-302530 subdivis(on Guarantee (4-10.75) page No.: 2 SCHEDULE A The assurances referred to on the face page are: A. Title is vested in: Rainier General Development, Inc., a Washington Corporation B. That according to the Company's title plant records relative to the following described real property (including those records maintained and indexed by name), there are no other documents affecting title to said real property or any porition thereof, other than those shown below under Record Matters. The following matters are excluded from the coverage of this Guarantee: 1. Unpatented Mining Claims, reservations or exceptions in patents or in acts authorizing the issuance thereof. 2. Water rights, claims or title to water. 3. Tax Deeds to the State of Washington. 4. Documents pertaining to mineral estates. DESCRIPTION: Lot B of Boundary Line Adjustment No. BLA03-8344YL as recorded July 31, 2003 under Recording No. 3557667 and 3557668, in Thurston County, Washington. APN: 21725110502 p.3 first American nde Dec 30 04 12:33p RGD Inc. (360]446-2972 p.4 Form No. 14 Subdivision Guarantee (4-10-75) RECORD MATTERS: 1. Deed of Trust and the t Grantor/Trustor: Grantee/Beneficiary: Trustee: Amount: Recorded: Recording Information: Guarantee No.: 4299-302530 Page No.: 3 erms and conditions thereof. Ranier General Development, Inc., a Washington corporation Linda Spain, as her separate estate Stewart Title tloo,ooo.oo August 12, 2003 3562039 2. Easement, including terms and provisions contained therein: Recording Information: 40527 For: Pole privilege 3. Easement, including terms and provisions contained therein: Recorded: June 18, 1926 Recording Information: 167933 In Favor Of: Puget Sound Power and Light Company, a Washington corporation For: Electric transmission and/or distribution system 4. Right to make necessary slopes for cuts or fills upon said premises for Road as granted by deed recorded February 10, 1982 under recording no. 8202100061. 5. The terms and provisions contained in the document entitled ""City of Yelm Ordinance No. 468"" Recorded: July 16, 1993 Recording No.: 9307160018 6. The terms and provisions contained in the document entitled ""City of Yelm Ordinance No. 468"" Recorded: November 16, 1993 Recording No.: 9311160098 7. The terms and provisions contained in the document entitled ""City of Yelm Ordinance No. 607"" Recorded: September 3, 1998 Recording No.: 3176833 8. Terms, covenants, conditions and restrictions as rnntained in recorded Lot Line Adjustment (Boundary Llne Revisions): Recorded: July 31, 2003 Recording Informaton: 3557667 and 3557668 INFORMATIONAL NOTES A. General taxes for the year 2003, which have been paid. Tax Account No.: 21725110100 Code Area: 170 Amount: ~ 725.28 Assessed Land Value: ; 53,750.00 ffrs[Ameiitan T/t/e Dec 30 04 12:33p RGD Inc. (360]446-2972 p.5 Form No. 14 Subdivision Guarantee (4-10-75) Assessed Improvement Value: # 0.00 B. General taxes for the year 2003, which have been paid. Tax Account No.: 21725110200 Code Area: 170 Amount: $ 199.17 Assessed Land Value: # 13,400.00 Assessed Improvement Value: ~ 0.00 C. General taxes for the year 2003, which have been paid. Tax Account No.: 21725110300 Amount: $ 479.62 Assessed Land Value: ~ 35,000.00 Assessed Improvement Value: # 0.00 D. General taxes for the year 2003, which have been paid. Tax Account No.: 21725110500 Amount: # 768.03 Assessed Land Value: ~ 56,950.00 Assessed Improvement Value: # 0.00 Guarantee No.: 4299-302530 Page No.: 4 Said amounts were for the entire plat of Boundary Line Adjustment No. BLA03-8344YL consisting of 4 Lots and Tract(s) (Tax Account No(s). for Lot(s) B is/are 21725110502). E. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. frrsYAmeritan Tide Dec 30 04 12:34p RGD Inc. (360)446-2972 p.6 -Form No. 14 Guarantee No.: 4299-302530 Subdivision Guarantee (4-1o-75) Page No.: 5 SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE 1. Except to the extent that spedflc assurance are provided !n Sdredule A of this Guarantee, the Company assumes n0 Nabigty for loss or damage by reason of the foNOwing: (a) Defects, Ikns, encumbrances, adverse Balms or oCter matters against the CKIe, whether or not shown by the pubNC records. (b) (1) Taxes or assessments of any taxing authority that levies taxes or assessments on real property; or, (2) Proceedings by a pubNc agency whkh may result In taxes or assessments, or notces of such proceedings, whether or iwt the matters excluded under (1) or (2) are shown by the records Of the taxing authority or by the publk records. (c) (1) Unpatented mining claims; (2) reservatlons or exceptions In patents or in Acts authorizing the issuance Urerewf; (3) water rights, Balms or title to water, whether or not the matters excluded under (1), (2) or (3) are shown Dy the pudic records. 2. NotwRhstanding any spednc assurances which are provided rn Schedule A of this Guarantee, the Company assumes no Iiabilily for bss a damage by reason of the following: (a) t>efeets, liens, encumbrances, adverse Balms or other matters affecting the title to any property txtyond the Imes of the land expressly described In the desciptbn set forth in Schedule (A], (C) or in Part 2 of this Guarantee, or title to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or the right to malntaln therein vauNs, tunnels, ramps, or any structure or Improvements; or any rights or easements therein, unless such property, rights or easements are expressly and spedtkally set forth h said description. (b) Defects, hens, encumbrances, adverse claims or other matters, whether or not shown by the public records; (1) which are created, suffered, assumed or agreed to bV one or more of the Assureds; (2) which resuk in no loss to the Assured; or (3) which do not result In the invalidity or potential Invalidity of any judldal or non-Judicial proceeding which Is within the scope and purpose of the assurances provided. (c) The identity of any party shown or referred to in Schedule A. (d) The validity, legal effect or prbrlty of any matter shown or referred to In this Guarantee. GUARANTEE CONDITIONS AND STIPULATIONS 1. Deflnitlon of Terms. The following terms when used in the Guarantee mean: (a) the "Assured": the party or parties named as the Assured in this Guarantee, Or on a supplemental writing executed by the Company. (b) "land": Me land described Or referred to in Sdtedule (A) (C) or in PaK 2, and improvements affixed thereto whkh try law consCNte real property. The term "land" does rw[ irxiude any property beyond the Imes of the area described or referred to in Schedule (A) (C) or in Part Z, nor any right, tltle, interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways. (c) "mortgage": mortgage, deed of trust, trust deed, or other security instrument (d) "public records" records established under state statutes at Date of Guarantee for Lila purpose of imparting consbudive notcee of matters relating to real property to purchasers for value and without knowledge. (e) "date": the effedhre date. 2. Notice of Claim to be Given by Assured Claimant; An Assured shall notify the Company promptly In writing in case knowledge shall come to an Assured hereunder of any claim of title or Interest which is adverse to the title t0 the estate or Interest, as stated herein, and which might cause loss Or damage for which the Company may be liable by virtue of this Guarantee. [f prompt notice shall not be given to the Company, then all liability of the Company shall terminate with regard to the matter or matters for which prompt notice b required; provided, however, that failure to notify the Company shall in no rase prejudice the rights of any Assured under this Guarantee unless the Company shall be prejudiced by the failure and then only to the extent of the prejudice. 3. No Duty to Defend or Prosecute. The Company shall have no duty to defend or prosecute any adios or proceeding to which the Assured Is a party, notwithstanding the nature of any allegatlon In such action or proceeding. 1. Company's Option to Defend or Prosecute Actions; Outy of Assured Claimant Eo Cooperate. Even though the Company has no duty to defend or prosecute as set forth M Paragraph 3 above: (a) The Company shall have the right, at Its sole opton and rnst, to Institute and prosecute any adios or proceeding, interpose a defense, as limited In (b), or to do any other ad which In Its oplnbn may be necessary or desirable to establish the tltle to the estate or Interest as stated herNn, or to establl~h the lien rights of the Assured, or to prevent or reduce loss or damage to the Assured. The Company may take any appropriate action under the terms of this Guarantee, whether or not K shah be Nable hereunder, and shall not thereby concede liability or waive any provlsbn of this Guarantee. If the Company shall exerdse Its rights under this paragraph, K shall do so diligently. (b) If the Company elects to exerdse Its options as stated In Paragraph 4(a) the Company shall have the right to select counsel of its dwice (subject to the right of such Assured to object for reasonable cause) to represent d,e Assured and shall not be liable for arid will not pay the fees of any other counsel, nor will the Company pay any fees, costs Or expenses incurred by an Assured In the defense of those causes of acton which allege matters not covered by this Guarantee. (c) Whenever the Company shall have brought an action or Ntterposed a defense as permitted by the provisions of CBs Guarantee, the Company may pursue arty litlgatlon to final detertnlnatlon by a court of competent jurisdictlon and expressly reserves the right, In Its sole discretion, to appeal from an adverse judgment or order. (d) In all cases where this Guarantee permits the Company to prosecute or provide for the defense of any adios or proceeding, an Assured shall secure to the Compairy the right to so prosecute or provide for the defense of any adios or proceeding, and all appeals therein, and permit the Company to use, at Its option, the name of such Assured for this purpose. Whenever requested Dy the Company, an Aswred, at the Company's expense, shall give the Company all reasonable aid Nt any action ar proceeding, searing evidence, obtaining witnesses, prosecutlng or defending the adios or lawful act which in the opinion of lire Company may De necessary or deslratik to establish the tltle to the estate or interest as stated herein, or to establish the Hen rights of the Assured. If the Company is prejudiced by the (allure of the Assured to famish the required oooperatlon, the Company's obligatbns to the Assured under the Guarantee shall terminate. 5. Proo(of Loss or Damage. In addition to and after the notices required under Section 2 ~ these Condltbns and Stlpulatlons have been provided to the Company, a proof of loss or damage signed and sworn to by the Assured shah be famished to the Company within ninety (90) days after the Assured shall ascertain the facts giving rise to the loss Or damage. The proof of loss or damage shall describe the matters covered by this Guarantee whkh constitute the basis of loss or damage and shah state, to the extent possible, the bases of calculating the amount of the toss ar damage If Cie Company is prejudiced by the failure of the Assured to provide the required proof of kiss or damage, the Company's obligation ro such Assured under the Guarantee shall terminate. In addition, the Assured may reasonably be required [o submit W examination under oath by any authorized representative of the Company and shah produce for examination, Inspection and copying, at such reasonable rimes and placrs as may be designated by any authorized representathre of ate Company, aN records, books, ledgers, cheda, correspondence and memoranda, whether bearing a date before or after Date of Guarantee, whidl reasonably pertain to fhe loss Or damage. Further, if requested by any authorized representative of the Comparry, the Assured shall grant Ms permission, in writing, for any authorized representatlvo of the Company to examine, Inspect and copy aN records, books, ledgers, checks, correspondence and memoranda In the custody or control of a thlM party, which reasonably pertain to ate loss or Damage. All Infortnabon designated as conndentlal by the Assured provided to the Company, pursuant t0 this Section shall not be disclosed m others unless, M the reasonable judgment of the Company, k Is rtetessary In the administration of the claim. Failure of the Assured to submit for examination under oath, produce other reasonably requested infortnatlon or grant permission to secure reasonably necessary Information from thMd parties as required In the above paragraph, unless prohibited try law or governmental reguladan, shall terminate any IlabNty of the Company under this Guarantee to the Assured for that claim. Form No. 1282 (Rev. 12/15/95) First American Title Dec 30 04 12:34p RGD Inc. form No. 14 Subdivision Guarantee (4-10-75) 6. Options to Pay or Otherwise settle Claims; Terfninatlon of liability. In case of a claim under this Guarantee, the Company shall have the following additional optlons: (a) To Pay or Tender Payment of the Amount of UabNlty or to Purchase the Indebtedness. The Company shall have the option to pay or settle or compromise for Or In the name of the Assured any daim which could resuk in loss to the Assured wkhln the coverage of this Guarantee, or CO pay the full amount of this Guarantee or, If this Guarantee IS Issued for the benefit of a holder of a mortgage or a lienholder, the Company shah have the option to purchase the Indebtedrx~s secured by said mortgage or said lien for the amount owing thereon, together with any costs, reasonable attonneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the tlme of purchase. Such purchase, payment or tender Of payment Of the fuN amount of the Guarantee shah terminate all Nabllky Of the Company hereunder. In the event after notice of daim has been given to the Company by the Assured the Company offers [o purdiase said indebtedness, the owner of such Indebtedness shah transfer and assign said indebtedness, together with any collateral Securky, to Me Company upon payment of the purdtase prke. Upon the exercise by the Company of the option provided for In Paragraph (a) the Company's obligation to the Assured under this Guarantee for the claimed foss or damage, other than to make the payment required In that paragraph, shall terminate, induding any obligator to continue the defense or prosecution a< any Iltlgation for which the Company has exercised ks options under Paragraph 4, and the Guarantee snaN be surrendered [o the Company for cancellatlon. (b) To Pay or Otherwise Settle With Parties Other Than the Assured or With the Assured Claimant To pay or otherwise settle with other parties for or In the name of an Assured daimant any claim Assured against under this Guarantee, togettxr with any costs, attorneys' Fees and expenses Incurred by the Assured daimant which were authorized by the Company up to the time of payment and which the Company Is obligated to pay. Upon [he exerdse by the Company of the option provided for in Paragraph (b) the Company's obligatlon to the Assured under this Guarantee for the claimed bss or damage, other than to make the payment required In that paragraph, shall terminate, induding any obligatbn to mntlnue the defense or prosecution of any litgaton For which the Company has exeresed Its options under Paragraph 4. ~. Determination and Extent of Liability. This Guarantee is a contract of Indemnky against actual monetary loss or damage sustained or Incurred by the Assured claimant who has suffered loss or damage by reason of reliance upon the assurances set forth in this Guarantee and only to the extent herein desonbed, and wbjed to the Exclusions From Coverage of This Guarantee. The Liability of the Company under this Guarantee t0 the Assured shall not exceed the least of: (a) the amount of IIabIIRy stated In Xheduk A or In Part 2; (b) the amount of the unpaid principal Indebtedness secured by the mortgage of an Assured mortgagee, as limited a provided wider Section 6 of these Condltlons and Stipulations or as reduced under Sector 9 of these Condkions and Stlpulatlons, at the time the foss or damage Assured against by this Guarantee occurs, together with interest thereon; or (c) the difference between the value of the estate or interest covered hereby as stated herein and the value of the estate Or interest subject t0 any defect, lien or erxumbrarxe Assured a9alnst by this Guarantee. rs. Limitation of Liability. (a) [f the Company establishes the tltle, or removes the alleged defect, Aen or encumbrance, or cures any other matter Assured against by this Guarantee In a reasonably diligent manner by any method, irxJuding Iltlgatbn and the mmpletlon of any appeals therefrom, It shall have fully performed Its obligatlons with respell to that matter and shall not be liable for any loss or damage caused thereby. (b) In the event of any litigation by the Company or with the Company's consent, the Company shall have no IlabNity for loss or damage untN there has been a final determinatlon by a court of competent jurisdlctlon, and disposition of all appeals llrerefrom, adverse to the tltle, as staled herein. (360)446-2972 p.7 Guarantee No.: 4299-302530 Page No.: 6 (c) The Company shall not be liable for k>ss or damage to any Assured for IIabINtY voluntarNy assumed by the Assured in settling any claim or suk without the prior written consent of the Company. 9. Reduction of Liability or Termination of Liability. AN payments under this Guarantee, except payments made for costs, attorneys' fees and expenses purxrant to Paragraph 4 shall reduce the amount of liability pro tartto. 10. Payment of Loss. (a) No payment shall be made without produdng this Guarantee for endorsemertt of the payment unless the Guarantee has been lost or destroyed, in wNch case proof of bss or destruction shall be furnished to the satisfaction of the Company. (b) When liability and the extent of kiss or damage has lxaert deNnltely Axed In accordance with tl+ese Conditions and Stipulations, the bss or damage shall be payable wkhin thirty (30) days thereafter. 11. Subrogation Upon Payment or settlement. Whenever the Company shall have settled and paid a daim under this Guarantee, aN right of subrogation shall vest In the Company unaffed:ed by any act of the Assured daimant The Company shah be subrogated to and be entitled to all rights and remedies which the Assured would have had against any person or property in respell fn the daim had this Guarantee not been issued. If requested by the Company, the Assured shall transfer to the Company aN rights and remedies against any person or property necessary In order to perfeR this right of subrogaton. The Assured shall permk the Company to sue, compromise or settle in the name of the Assured antl to use the name of the Assured In any transaction or Ikigatlon Involving these rights or remedles. If a payment on account of a daim does not fully cover the loss of tfie Assured the Company shall be subrogaced t0 all nghCS and remedies of the Assured after the Assured shall have recovered ks prlndpal, Interest, and costs of collodion. 12. Arbitration. Unless prohibited by applicable law, either the Company or tlx Assured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the Amerkan Arbitration Association. Arbitrable matters may include, but are not Mmtted to, any Controversy or daim between the Company and the Assured arising out of or relating to this Guarantee, any service of the Company in connectlon with Its Issuance or the breath of a Guarantee provision or other obligation. All arbitrable matters when the Amount of Uablllty b 51,000,000 or less snail be arbitrated at the optbn of ekher the Company or the Assured. AN arbitrable matters when the amount of Ilatrillty B In excess of $1,000,000 shall be arbitrated only when agreed to by both the Company and the Assured. The Rules In effect at Date of Guarantee shall be binding upon the parties. The award may Include attorneys' fees only If the laws of the state In which the land is located permits a court to award attorneys' fees to a prevailing party. Judgment upon the award rendered by the Arbitrator(s) may be entered Nr any court having Jurisdiction thereof. The law of the silos of the land shall apply to an arbtration under tfie Title Insurance Arbftratlon Rules. A copy of the Rules may be obtained from the Company upon request. 13. Liability Limited tp This Guarantee; Guarantee Entiro Contract (a) This Guarantee together wRh aN endorsements, If any, attached hereto by the Company is the entire Guarantee and contract between the Assured and the Company. In Interpretlng any provision of this Guarantee, this Guarantee shall be construed as a whole. (b) Any daim of loss or damage, whether or not based on negligence, or drry actlon asserting such daim, shall be restricted to this Guarantee. (c) No amendment of or endorsement to this Guarantee wn be made except by a writlng endorsed hereon or attadxrd hereto signed by either the President, a Wee President, the Secretary, an Assistant Secretary, or validating offeer or authorized signatory of the Company. U. Notices, Where Sent. All notlees required to be given the Company and any statement In wrltlng required to be fUmished the Company shall Include the number of this Guarantee and shall be addressed to the Company at 2 Fiat Amerkan Way. Bldg. 2, Santa Ana, CA. 92707. corm No. 1292 (Rev. 11(15/95) Fircl dmAnrJ/1 TiNn Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Date Prepared: 12/29/2004 Drawing: 2210PSH2.dwg ---------------------------------------------------- MILL POND ESTATES Lot 1 Bearing Distance S 89 21'12" E 90.00 S 00 38'48" W 25.00 ** Horizontal Curve: S 45 38'48" W 49.50 N 89 21'12" W Delta: 90 00'00" Radius: 35.00 Length: 54.98 Tangent: 35.00 S 00 38'48" W N 89 21'12" W N 88 03'24" W N 00 38'48" E 35.00 35.00 Northing/Lat 8126.409 -1.015 8125.394 -24.999 8100.395 -34.604 8065.791 8100.395 0.395 8100.790 -34.999 8065.791 32.66 0.368 8066.159 22.35 0.758 8066.917 59.49 59.486 8126.403 East 0.00 0.000 8126.403 Closure in Lat/Dep: 0.006 -------------- Starting Point: 8126.409 Distance Error: N 45 00'00" E 0.008 Total Distance: 284.48 Accuracy Ratio: 1:33,526 Area: 5,131 ft2 0.118 Acres Fasting/Dep 8025.983 Start (POB) 89.994 8115.977 -0.282 8115.695 -35.394 Chord pc-pt 8080.301 pt 8115.695 pc -34.998 Radial In pc-rp 8080.697 rp -0.396 Radial Out rp-pt 8080.301 pt -32.658 8047.643 -22.337 8025.306 0.671 8025.977 0.000 8025.977 0.006 8025.983 2210LOT2 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement Units: feet MILL POND ESTATES 0 Lot 2 Bearing N 00°38'48" E S 89°21'12" E S 00°38'48" w N 89°21'12" w Distance East Closure in Lat/Dep: Starting Point: 55.00 90.00 55.00 90.00 0.00 Area: 4,950 ft2 0.114 Acres Northing/Lat Easting/Dep 8126.409 54.997 8181.406 -1.016 8180.390 -54.996 8125.394 1.015 8126.409 0.000 8126.409 0.000 8126.409 8025.983 Start (POB) 0.621 8026.604 89.994 8116.598 -0.621 8115.977 -89.994 8025.983 0.000 8025.983 0.000 8025.983 Page 1 2210LOT3 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES 0 Lot 3 Bearing N 89°21'12" W N 00°38'48" E S 89°21'12" E S 00°38'48" w Distance East Closure in Lat/Dep: Starting Point: 90.00 55.00 90.00 55.00 0.00 Area: 4,950 ft2 0.114 Acres Northing/Lat Fasting/Dep 8180.390 1.016 8181.406 54.996 8236.402 -1.015 8235.387 -54.997 8180.390 0.000 8180.390 0.000 8180.390 8116.598 Start (POB) -89.994 8026.604 0.620 8027.224 89.995 8117.219 -0.621 8116.598 0.000 8116.598 0.000 8116.598 Page 1 2210LOT4 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES Lot 4 Bearing Distance Northing/Lat Fasting/Dep -------- --- - - --------- -- ------------ - 8235.387 ------------- 8117.219 Start (POB) N 89°21' 12" w 90.00 1.015 -89.995 8236.402 8027.224 N 00°38' 48" E 55.00 54.997 0.621 8291.399 8027.845 S 89°21' 12" E 90.00 -1.016 89.994 8290.383 8117.839 S 00°38' 48" w 55.00 -54.996 -0.620 8235.387 8117.219 East 0.00 0.000 0.000 8235.387 8117.219 Closure in Lat/Dep: 0.000 0.000 Starting Po int: -- ------------ - 8235.387 ------------- 8117.219 Area: 4, 950 ft2 0.114 Acres 0 Page 1 2210LOT5 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement Units: feet MILL POND ESTATES ~* Horizontal Curve: D Lot 5 Bearing Distance ------------ ---------- N 89°21'12" w 90.00 N 00°38'48" E 55.00 5 89°21'12" E 94.02 S 09°11' 27" w 27.04 S 72°15' 54" E 91.00 Delta: 17°05'18" Radius: 91.00 Length: 27.14 Tangent: 13.67 N 89°21'12" w 91.00 S 00°38'48" w 28.26 East 0.00 0.000 8290.383 Closure in Lat/Dep: 0.000 -------------- Starting Point: 8290.383 Distance Error: 5 89°59'59" w 0.003 Total Distance: 294.42 Accuracy Ratio: 1:98,139 Area: 4,985 ft2 0.114 Acres Northing/Lat 8290.383- 1.016 8291.399 54.996 8346.395 -1.061 8345.334 -26.693 8318.641 8345.334 -27.720 8317.614 1.027 8318.641 -28.258 8290.383 Fasting/Dep 8117.839 Start (PO6) -89.994 8027.845 0.621 8028.466 94.014 8122.480 -4.319 Chord pc-pt 8118.161 pt 8122.480 pc 86.675 Radial In pc-rp 8209.155 rp -90.994 Radial Out rp-pt 8118.161 pt -0.319 8117.842 0.000 8117.842 -0.003 -------------- 8117.839 Page 1 2210LOT6 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES ~~ Horizontal Curve: Lot 6 Bearing Distance ------------ ---------- N 89°21'12" w 94.02 N 00°38'48" E 55.00 5 89°21'12" E 91.30 5 42°17'08" E 30.50 S 29°34' 13" w 37.33 S 48°35' 40" E 91.00 Delta: 23°40'14" Radius: 91.00 Length: 37.59 Tangent: 19.07 N 72°15'54" w 91.00 East 0.00 0.000 8345.330 Closure in Lat/Dep: 0.004 -------------- Starting Point: 8345.334 Distance Error: N 00°00'01" E 0.004 Total Distance: 308.41 Accuracy Ratio: 1:77,102 Area: 5,589 ft2 0.128 Acres Northing/Lat 8345.334 1.061 8346.395 54.997 8401.392 -1.030 8400.362 -22.564 8377.798 -32.468 8345.330 8377.798 -60.186 8317.612 27.718 8345.330 Fasting/Dep 8122.477 Start (POB) -94.014 8028.463 0.621 8029.084 91.294 8120.378 20.521 8140.899 -18.422 Chord pc-pt 8122.477 pt 8140.899 pc 68.254 Radial In pc-rp 8209.153 rp -86.676 Radial Out rp-pt 8122.477 pt 0.000 8122.477 0.000 -------------- 8122.477 Page 1 2210LOT7 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NwRD.DwG Measurement Units: feet MILL POND ESTATES ~* Horizontal Curve: 0 Lot 7 Bearing Distance ------------ ---------- N 42°17'08" w 31.94 N 00°38'48" E 84.58 5 89°21'12" E 55.00 S 00°38'48" w 92.47 5 65°39' 00" w 36.68 S 12°43' 24" E 91.00 Delta: 23°15'11" Radius: 91.00 Length: 36.93 Tangent: 18.72 N 35°58'35" w 91.00 East 0.00 0.000 8391.253 Closure in Lat/Dep: 0.004 -------------- Starting Point: 8391.257 Distance Error: N 00°00'01" E 0.004 Total Distance: 300.92 Accuracy Ratio: 1:75,230 Area: 5,380 ft2 0.124 Acres Northing/Lat 8391.257 23.629 8414.886 84.575 8499.461 -0.621 8498.840 -92.464 8406.376 -15.123 8391.253 8406.376 -88.765 8317.611 73.642 8391.253 Fasting/Dep 8155.694 Start (PO6) -21.490 8134.204 0.954 8135.158 54.997 8190.155 -1.043 8189.112 -33.418 Chord pc-pt 8155.694 pt 8189.112 pc 20.042 Radial in pc-rp 8209.154 rp -53.460 Radial Out rp-pt 8155.694 pt 0.000 8155.694 0.000 -------------- 8155.694 Page 1 2210LOT8 Lot Closures - Prepared using survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NwRD.DwG Measurement units: feet MILL POND ESTATES Lot 8 Bearing Distance Northing/Lat 91.00 5 89°21'12" E 55.00 -0.620 ~~ 8498.220 S 00°38 48 w 90.00 -89.994 ~~ 8408.226 N 89°21 12 w 33.96 0.383 8408.609 ~* Horizontal Curve: S 83°57'42" w 21.19 S 00°38'48" w Delta: 13°22'12" Radius: 91.00 Length: 21.23 Tangent: 10.67 N 12°43'24" W N 00°38'48" E East Closure in Lat/Dep: Starting Point: 8498.840 -2.229 8406.380 8408.609 -90.994 8317.615 91.00 88.765 8406.380 92.47 92.464 8498.844 0.00 0.000 8498.844 -0.004 8498.840 Distance Error: S 51°20'25" E 0.006 Total Distance: 292.66 Accuracy Ratio: 1:45,706 Area: 4,967 ft2 0.114 Acres D Fasting/Dep 8190.153 Start (POB) 54.997 8245.150 -1.016 8244.134 -33.957 8210.177 -21.073 Chord pc-pt 8189.104 pt 8210.177 pc -1.027 Radial In pc-rp 8209.150 rp -20.046 Radial Out rp-pt 8189.104 pt 1.044 8190.148 0.000 8190.148 0.005 8190.153 Page 1 2210LOT9 Lot closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES Lot 9 Bearing Distance -- Northing/Lat ------------ - Easting/Dep ------------- -------- --- - -- -------- 8498.220 8245.150 Start (POB) 5 89°21' 12" E 55.00 -0.621 54.996 8497.599 8300.146 S 00°38' 48" w 90.00 -89.994 -1.015 8407.605 8299.131 N 89°21' 12" w 55.00 0.621 -54.997 8408.226 8244.134 N 00°38' 48" E 90.00 89.994 1.016 8498.220 8245.150 East 0.00 0.000 0.000 8498.220 8245.150 Closure in Lat/Dep: 0.000 0.000 ---- Starting Po int: -- ------------ - 8498.220 --------- 8245.150 Area: 4, 950 ft2 0.114 Acres 0 Page 1 2210L10 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES Lot 10 Bearing -------- --- - - Distance --------- -- Northing/Lat ------------ - Fasting/Dep ------------- 8497.599 8300.146 Start (POg) S 89°21' 12" E 55.00 -0.620 54.997 8496.979 8355.143 S 00°38' 48" w 90.00 -89.995 -1.016 8406.984 8354.127 N 89°21' 12" w 55.00 0.621 -54.996 8407.605 8299.131 N 00°38' 48" E 90.00 89.994 1.015 8497.599 8300.146 East 0.00 0.000 0.000 8497.599 8300.146 Closure in Lat/Dep: 0.000 0.000 Starting Po int: -- ------------ - 8497.599 ------------- 8300.146 Area: 4, 950 ft2 0.114 Acres 0 Page 1 2210L11 Lot Closures - Prepared using survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES Lot 11 Bearing -------- --- - - Distance --------- -- Northing/Lat ------------ - Fasting/Dep ------------- 8496.979 8355.143 Start (POB) S 89°21' 12" E 55.00 -0.621 54.996 8496.358 8410.139 S 00°38' 48" w 90.00 -89.994 -1.015 8406.364 8409.124 N 89°21' 12" w 55.00 0.620 -54.997 8406.984 8354.127 N 00°38' 48" E 90.00 89.995 1.016 8496.979 8355.143 East 0.00 0.000 0.000 8496.979 8355.143 Closure in Lat/Dep: 0.000 0.000 Starting Po int: -- ------------ - 8496.979 ------------- 8355.143 Area: 4, 950 ft2 0.114 Acres 0 Page 1 2210L12 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES Lot 12 Bearing -------- --- - - Distance --------- -- Northing/Lat ------------ - Fasting/Dep ------------- 8496.358 8410.139 Start (POB) 5 89°21' 12" E 55.00 -0.621 54.997 8495.737 8465.136 S 00°38' 48" w 90.00 -89.994 -1.016 8405.743 8464.120 N 89°21' 12" w 55.00 0.621 -54.996 8406.364 8409.124 N 00°38' 48" E 90.00 89.994 1.015 8496.358 8410.139 East 0.00 0.000 0.000 8496.358 8410.139 Closure in Lat/Dep: 0.000 0.000 Starting Po int: -- ------------ - 8496.358 ------------- 8410.139 Area: 4, 950 ft2 0.114 Acres 0 Page 1 2210L13 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES Lot 13 Bearing - Distance --------- -- Northing/Lat ------------ - Fasting/Dep ------------- -------- --- - 8495.737 8465.136 Start (POB) 5 89°21' 12" E 55.00 -0.620 54.996 8495.117 8520.132 5 00°38' 48" w 90.00 -89.995 -1.015 8405.122 8519.117 N 89°21' 12" w 55.00 0.621 -54.997 8405.743 8464.120 N 00°38' 48" E 90.00 89.994 1.016 8495.737 8465.136 East 0.00 0.000 0.000 8495.737 8465.136 Closure in Lat/Dep: 0.000 0.000 Starting Po int: -- ------------ 8495.737 -------------- 8465.136 Area: 4, 950 ft2 0.114 Acres Page 1 2210L14 Lot Closures - Prepared using survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES Lot 14 Bearing -- - Distance - -- Northing/Lat -------------- - Fasting/Dep ------------- ---- -- --- - ----- - 8495.117 8520.132 Start (POB) S 89°21' 12" E 81.41 -0.919 81.405 8494.198 8601.537 ** Horiz ontal Curve: 5 12°11' 40" E 56.08 -54.815 11.846 Chord pc-pt 8439.383 8613.383 pt 8494.198 8601.537 pc 5 68°05' 03" E 50.00 -18.662 46.387 Radial In pc-rp 8475.536 8647.924 rp Delta: 68°13' 14" Radius: 50.00 Length: 59.53 Tangent: 33.87 S 43°41' 43" w 50.00 -36.153 -34.541 Radial out rp-pt 8439.383 8613.383 pt ** Horiz ontal Curve: S 10°30' 11" E 15.21 -14.955 2.773 Chord pc-pt 8424.428 8616.156 pt 8439.383 8613.383 pc S 43°41' 43" w 13.00 -9.399 -8.981 Radial In pc-rp 8429.984 8604.402 rp Delta: 71°36' 12" Radius: 13.00 Length: 16.25 Tangent: 9.38 S 64°42' 05" E 13.00 -5.556 11.754 Radial Out rp-pt 8424.428 8616.156 pt ** Horiz ontal Curve: S 57°58' 21" W 37.79 -20.041 -32.039 Chord pc-pt 8404.387 8584.117 pt 8424.428 8616.156 pc N 64°42' 05" w 35.00 14.957 -31.644 Radial In pc-rp 8439.385 8584.512 rp Delta: 65°20' 53" Radius: 35.00 Length: 39.92 Tangent: 22.45 S 00°38' 48" w 35.00 -34.998 -0.395 Radial out rp-pt 8404.387 8584.117 pt N 89°21' 12" w 65.00 0.734 -64.995 8405.121 8519.122 N 00°38' 48" E 90.00 89.994 1.015 8495.115 8520.137 Page 1 Lo ,~ ~ ~ ~,,,~-,- 2210L14 East 0.00 0.000 0.000 8495.115 8520.137 Closure in Lat/ Dep: 0.002 -0.005 ------ Starting Point: ------ -------- --- 8495.117 ----- 8520.132 Distance Error: N 68°11'54" w 0.005 Total Distance: 352.10 accuracy Ratio: 1:65,384 area: 7,705 ft2 0.177 acres Page 2 2210L15 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES Lot 15 Bearing -------- ---- -- Distance -------- -- Northing/Lat ------------ - Fasting/Dep ------------- 8524.356 8637.121 Start (POB) N 11°06' 22" E 41.82 41.036 8.056 8565.392 8645.177 N 24°42' 20" E 77.90 70.770 32.559 8636.162 8677.736 N 00°38' 48" E 171.72 171.709 1.937 8807.871 8679.673 S 89°14' 42" E 100.00 -1.318 99.992 8806.553 8779.665 S 00°38' 48" w 80.34 -80.334 -0.907 8726.219 8778.758 N 89°21' 12" w 80.00 0.902 -79.995 8727.121 8698.763 S 00°38' 48" w 95.45 -95.444 -1.077 8631.677 8697.686 S 24°42' 20" w 79.77 -72.468 -33.340 8559.209 8664.346 5 11°06' 22" w 35.26 -34.600 -6.792 8524.609 8657.554 ~~ Horizontal Cu rve: S 89°19' 01" w 20.43 -0.243 -20.429 Chord pc-pt 8524.366 8637.125 pt 8524.609 8657.554 pc S 11°06' 22" w 50.00 -49.063 -9.631 Radial In pc-rp 8475.546 8647.923 rp Delta: 23°34'4 1" Radius: 50.00 Length: 20.58 Tangent: 10.44 N 12°28' 20" w 50.00 48.820 -10.798 Radial Out rp-pt 8524.366 8637.125 pt East 0.00 0.000 0.000 8524.366 8637.125 closure in Lat/Dep: -0.010 -0.004 Starting Point: -- ------------ - 8524.356 ------------- 8637.121 Distance Error: S 21°48' 05" w 0.011 Total Di stance: 782.83 Accuracy Ratio: 1:72,684 Area: 12 ,243 ft2 0.281 Acres 0 Page 1 221016 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES dot 16 Bearing Distance Northing/pat Fasting/Dep ------------ ---------- -------------- -------------- 0 N 11°06' 22" E 37.05 N 24°42' 20" E 70.38 5 89°21' 12" E 64.59 N 00°38' 48" E 110.00 N 89°21' 12" w 80.00 S 00°38' 48" w 95.45 S 24°42' 20" w 79.77 S 11°06' 22" w 35.26 °~ Horizontal Curve: 5 67°06'18" E 20.43 5 11°06'22" w 50.00 Delta: 23°34'41" Radius: 50.00 Length: 20.58 Tangent: 10.44 N 34°41'03" E 50.00 8516.651 36.356 8553.007 63.938 8616.945 -0.729 8616.216 109.993 8726.209 0.903 8727.112 -95.444 8631.668 -72.469 8559.199 -34.599 8524.600 -7.949 8516.651 8524.600 -49.064 8475.536 41.115 8516.651 East 0.00 0.000 8516.651 Closure in fat/Dep: 0.000 -------------- Starting Point: 8516.651 Distance Error: S 89°59'59" E 0.004 Total Distance: 593.09 Accuracy Ratio: 1:148,272 Area: 10,898 ft2 0.250 Acres 8676.372 Start (POB) 7.137 8683.509 29.416 8712.925 64.586 8777.511 1.241 8778.752 -79.995 8698.757 -1.077 8697.680 -33.340 8664.340 -6.792 8657.548 18.820 Chord pc-pt 8676.368 pt 8657.548 pc -9.632 Radial In pc-rp 8647.916 rp 28.452 Radial Out rp-pt 8676.368 pt 0.000 8676.368 0.004 -------------- 8676.372 Page 1 2210L17 Lot Closures - Prepared using Survey/Civil solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES Lot 17 Bearing Distance Northing/Lat Fasting/Dep -------- ---- - --------- -------------- - 8497.269 ------------- 8692.949 Start (POB) N 11°06' 22" E 30.40 29.830 5.856 8527.099 8698.805 5 89°21' 12" E 77.70 -0.876 77.695 8526.223 8776.500 N 00°38' 48" E 5.24 5.239 0.059 8531.462 8776.559 N 00°38' 48" E 84.76 84.755 0.957 8616.217 8777.516 N 89°21' 12" w 64.59 0.729 -64.586 8616.946 8712.930 5 24°42' 20" w 70.38 -63.938 -29.416 8553.008 8683.514 5 11°06' 22" w 37.05 -36.356 -7.137 8516.652 8676.377 ~~ Horizontal Curve: 5 40°32' 23" E 25.50 -19.379 16.575 Chord pc-pt 8497.273 8692.952 pt 8516.652 8676.377 pc 5 34°41' 03" w 50.00 -41.115 -28.452 Radial In pc-rp 8475.537 8647.925 rp Delta: 29°33' 07" Radius: 50.00 Length: 25.79 Tangent: 13.19 D N 64°14'10" E 50.00 21.736 8497.273 East 0.00 0.000 8497.273 Closure in Lat/Dep: -0.004 -------------- Starting Point: 8497.269 Distance Error: 5 36°52'12" w 0.005 Total Distance: 395.92 Accuracy Ratio: 1:79,184 Area: 7,920 ft2 0.182 Acres 45.027 Radial Out rp-pt 8692.952 pt 0.000 8692.952 -0.003 -------------- 8692.949 Page 1 2210L18 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES D Lot 18 Bearing Distance ------------ ---------- S 89°21'12" E 78.08 N 00°38'48" E 55.00 N 89°21'12" W 77.70 S 11°06'22" W 30.40 °~ Horizontal Curve: 5 10°55'04" E 25.62 S 64°14'10" w 50.00 Delta: 29°41'32" Radius: 50.00 Length: 25.91 Tangent: 13.25 5 86°04'18" E 50.00 Northing/Lat 8472.110 -0.881 8471.229 54.997 8526.226 0.876 8527.102 -29.830 8497.272 -25.157 8472.115 8497.272 -21.733 8475.539 -3.424 8472.115 East 0.00 0.000 8472.115 Closure in Lat/Dep: -0.005 -------------- Starting Point: 8472.110 Distance Error: S 30°57'50" E 0.006 Total Distance: 267.10 Accuracy Ratio: 1:45,806 Area: 4,401 ft2 0.101 Acres Fasting/Dep 8697.802 Start (POB) 78.075 8775.877 0.621 8776.498 -77.695 8698.803 -5.856 8692.947 4.852 Chord pc-pt 8697.799 pt 8692.947 pc -45.030 Radial In pc-rp 8647.917 rp 49.882 Radial Out rp-pt 8697.799 pt 0.000 8697.799 0.003 -------------- 8697.802 Page 1 2210L19 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES Lot 19 Bearing -- - Distance Northing/Lat Fasting/Dep ---- - ---- ---- ------ -------------- - 8417.389 ------------- 8672.809 Start (PO6) S 89°21' 12" E 102.46 -1.156 102.453 8416.233 8775.262 N 00°38' 48" E 55.00 54.996 0.621 8471.229 8775.883 N 89°21' 12" w 78.08 0.881 -78.075 8472.110 8697.808 *~ Horiz ontal Curv e: S 24°21' 15" w 34.90 -31.794 -14.392 Chord pc-pt 8440.316 8683.416 pt 8472.110 8697.808 pc N 86°04' 18" w 50.00 3.426 -49.883 Radial In pc-rp 8475.536 8647.925 rp Delta: 40°51'06" Radius: 50.00 Length: 35.65 Tangent: 18.62 S 45°13' 12" E 50.00 -35.220 35.491 Radial Out rp-pt 8440.316 8683.416 pt *~ Horiz ontal curv e: S 27°48 59 w 20.42 -18.061 -9.529 Chord pc-pt 8422.255 8673.887 pt 8440.316 8683.416 pc S 45°13' 12" E 35.00 -24.654 24.844 Radial In pc-rp 8415.662 8708.260 rp Delta: 33°55'38" Radius: 35.00 Length: 20.73 Tangent: 10.68 N 79°08' 51" w 35.00 6.593 -34.373 Radial out rp-pt 8422.255 8673.887 pt *~ Horizontal Curve: 5 12°25' 15" w 4.98 -4.863 -1.071 Chord pc-pt 8417.392 8672.816 pt 8422.255 8673.887 pc N 79°08' 51" w 91.00 17.134 -89.372 Radial In pc-rp 8439.389 8584.515 rp Delta: 3°08'11" Radius: 91.00 Length: 4.98 Tangent: 2.49 S 76°00'40" E 91.00 -21.997 88.301 Radial out rp-pt 8417.392 8672.816 pt Page 1 221019 East 0.00 0.000 0.000 8417.392 8672.816 Closure in gat/Dep: -0.003 -0.007 --- Starting Point: ----- --------- --- 8417.389 -------- 8672.809 Distance Error: 5 66°48'05" w 0.008 Total Distance: 296.89 Accuracy Ratio: 1:38,984 Area: 4,922 ft2 0.113 Acres Page 2 2210L20 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES Lot 20 Bearing -- - Distance --------- -- Northing/Lat ------------ - Fasting/Dep ------------- ---------- 8397.832 8665.466 Start (PO6) S 50°07'59" E 63.83 -40.916 48.991 8356.916 8714.457 S 89°21'12" E 60.13 -0.678 60.126 8356.238 8774.583 N 00°38'48" E 60.00 59.996 0.678 8416.234 8775.261 N 89°21'12" w 102.46 1.156 -102.454 8417.390 8672.807 ~~ Horizontal C urve: S 20°34'48" W 20.89 -19.557 -7.343 Chord pc-pt 8397.833 8665.464 pt 8417.390 8672.807 pc N 76°00'40" w 91.00 21.998 -88.301 Radial In pc-rp 8439.388 8584.506 rp Delta: 13°10' 55" Radius: 91.00 Length: 20.94 Tangent: 10.51 S 62°49'45" E 91.00 -41.555 80.958 Radial out rp-pt 8397.833 8665.464 pt East 0.00 0.000 0.000 8397.833 8665.464 Closure in Lat/ Dep: -0.001 0.002 Starting Point: -- ------------ 8397.832 -------------- 8665.466 Distance Error: S 63°26' 07" E 0.002 Total Distance: 307.35 Accuracy Ratio: 1:137,452 Area: 5,498 ft2 0.126 Acres D Page 1 2210L21 Lot Closures - Prepared using survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement Units: feet MILL POND ESTATES Lot 21 Bearing -------- ---- - Distance --------- -- Northing/Lat ------------ - Fasting/Dep ------------- 8381.055 8654.353 Start (POB) S 50°07' 59" E 84.55 -54.198 64.895 8326.857 8719.248 S 00°38' 48" w 70.00 -69.995 -0.790 8256.862 8718.458 5 89°21' 12" E 55.00 -0.621 54.997 8256.241 8773.455 N 00°38' 48" E 100.00 99.994 1.128 8356.235 8774.583 N 89°21' 12" w 60.13 0.678 -60.126 8356.913 8714.457 N 50°07' 59" w 63.83 40.916 -48.992 8397.829 8665.465 °~ Horiz ontal C urve: S 33°31' 08" W 20.12 -16.774 -11.110 Chord pc-pt 8381.055 8654.355 pt 8397.829 8665.465 pc N 62°49' 45" w 91.00 41.555 -80.958 Radial In pc-rp 8439.384 8584.507 rp Delta: 12°41' 46" Radius: 91.00 Length: 20.16 Tangent: 10.12 5 50°07' 59" E 91.00 -58.329 69.848 Radial out rp-pt 8381.055 8654.355 pt East 0.00 0.000 0.000 8381.055 8654.355 Closure in Lat/ Dep: 0.000 -0.002 Starting Point: -- ------------ - 8381.055 ------------- 8654.353 Distance Error: S 89°59' 59" W 0.002 Total Di stance: 453.67 Accuracy Ratio: 1:226,835 Area: 7, 053 ft2 0.162 Acres Page 1 2210L22 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES Lot 22 Bearing Distance Northing/Lat Fasting/Dep ------------ ---------- -------------- -------------- 8381.055 8654.353 Start (POB) *~ Horizontal Curve: 0 5 46°12' 55" w 20.12 -13.922 8367.133 8381.055 N 50°07 ~~ 59 w 91.00 58.332 8439.387 Delta: 12°41' 46" Radius: 91.00 Length: 20.16 Tangent: 10.12 5 37°26' 12" E 91.00 -72.254 8367.133 5 50°07' 59" E 32.10 -20.577 8346.556 5 00°38 ~~ 48 w 89.07 -89.064 8257.492 S 89°21' 12" E 55.00 -0.621 8256.871 N 00°38' 48" E 70.00 69.996 8326.867 N 50°07 ~~ 59 W 84.55 54.197 8381.064 East 0.00 0.000 8381.064 Closure in Lat/ Dep: -0.009 Starting Point: ----- --------- 8381.055 Distance Error: 5 06°20'25" E 0.009 Total Di stance: 350.89 Accuracy Ratio: 1:38,749 Area: 5, 534 ft2 0.127 Acres -14.525 Chord pc-pt 8639.828 pt 8654.353 pc -69.845 Radial In pc-rp 8584.508 rp 55.320 Radial Out rp-pt 8639.828 pt 24.638 8664.466 -1.006 8663.460 54.997 8718.457 0.790 8719.247 -64.895 8654.352 0.000 8654.352 0.001 8654.353 Page 1 2210L23 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES Lot 23 Bearing Distance Northing/Lat Fasting/Dep ------------ ---------- -------------- -------------- 8367.130 8639.825 Start (POB) ** Horizontal Curve: S 62°08'49" w 30.30 -14.156 -26.789 Chord pc-pt 8352.974 8613.036 pt 8367.130 8639.825 pc N 37°26'12" w 91.00 72.257 -55.317 Radial In pc-rp 8439.387 8584.508 rp 0 Delta: 19°10'04" Radius: 91.00 Length: 30.44 Tangent: 15.37 S 18°16'09" F 91.00 5 00°38'48" w 94.91 S 89°21'12" E 51.50 N 00°38'48" E 89.07 N 50°07'59" w 32.10 -86.413 8352.974 -94.904 8258.070 -0.581 8257.489 89.064 8346.553 20.577 8367.130 East 0.00 0.000 8367.130 Closure in Lat/Dep: 0.000 -------------- starting Point: 8367.130 Distance Error: S 89°59'59" w 0.004 Total Distance: 298.03 Accuracy Ratio: 1:74,508 Area: 5,162 ft2 0.119 Acres 28.528 Radial Out rp-pt 8613.036 pt -1.071 8611.965 51.496 8663.461 1.005 8664.466 -24.637 8639.829 0.000 8639.829 -0.004 8639.825 Page 1 2210L24 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES Lot 24 Bearing Distance Northing/Lat Fasting/Dep ------------ ---------- -------------- -------------- 8352.973 8613.034 start (PO6) ** Horizontal Curve: 0 S 81°11' 19" w 29.91 N 18°16' 09" w 91.00 Delta: 18°54'56" Radius: 91.00 Length: 30.04 Tangent: 15.16 5 00°38'48" w 91.00 N 89°21'12" W 25.50 S 00°38'48" w 90.00 5 89°21'12" E 55.00 N 00°38'48" E 94.91 -4.581 8348.392 8352.973 86.414 8439.387 -90.995 8348.392 0.288 8348.680 -89.995 8258.685 -0.620 8258.065 94.904 8352.969 East 0.00 0.000 8352.969 Closure in Lat/Dep: 0.004 -------------- Starting Point: 8352.973 Distance Error: N 36°52'12" E 0.005 Total Distance: 295.46 Accuracy Ratio: 1:59,091 Area: 4,998 ft2 0.115 Acres -29.557 Chord pc-pt 8583.477 pt 8613.034 pc -28.526 Radial In pc-rp 8584.508 rp -1.031 Radial out rp-pt 8583.477 pt -25.498 8557.979 -1.016 8556.963 54.997 8611.960 1.071 8613.031 0.000 8613.031 0.003 8613.034 Page 1 2210L25 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES Lot 25 Bearing -------- --- - - Distance --------- -- Northing/Lat ------------ - Fasting/Dep ------------- 8349.301 8502.986 Start (POB) 5 00°38' 48" w 90.00 -89.994 -1.016 8259.307 8501.970 S 89°21' 12" E 55.00 -0.621 54.997 8258.686 8556.967 N 00°38' 48" E 90.00 89.994 1.015 8348.680 8557.982 N 89°21' 12" W 55.00 0.621 -54.996 8349.301 8502.986 East 0.00 0.000 0.000 8349.301 8502.986 Closure in Lat/Dep: 0.000 0.000 Starting Po int: -- ------------ - 8349.301 ------------- 8502.986 Area: 4, 950 ft2 0.114 Acres Page 1 2210L26 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES Lot 26 D Bearing Distance Northing/Lat 8286.045 N 89°21'12" w 90.00 1.015 ~~ 8287.060 N 00°38 48 E 28.26 28.259 8315.319 ~* Horizontal Curve: N 45°38' 48" E 49.50 34.604 8349.923 8315.319 S 89°21' 12" E 35.00 -0.395 8314.924 Delta: 90°00'00" Radius: 35.00 Length: 54.98 Tangent: 35.00 N 00°38' 48" E 35.00 34.999 8349.923 S 89°21 12 E 55.00 -0.620 8349.303 5 00°38'48" w 63.26 -63.256 8286.047 East 0.00 0.000 8286.047 Closure in Lat/Dep: -0.002 -------------- Starting Point: 8286.045 Distance Error: S 45°00'00" w 0.003 Total Distance: 291.50 Accuracy Ratio: 1:103,060 Area: 5,431 ft2 0.125 Acres Fasting/Dep -------------- 8502.272 Start (PO6) -89.994 8412.278 0.319 8412.597 35.394 Chord pc-pt 8447.991 pt 8412.597 pc 34.997 Radial In pc-rp 8447.594 rp 0.397 Radial Out rp-pt 8447.991 pt 54.997 8502.988 -0.714 8502.274 0.000 8502.274 -0.002 8502.272 Page 1 2210L27 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES Lot 27 Bearing -------- --- - - Distance --------- -- Northing/Lat ------------ - Fasting/Dep ------------- 8287.060 8412.278 Start (POg) S 00°38' 48" w 55.00 -54.996 -0.621 8232.064 8411.657 5 89°21' 12" E 90.00 -1.016 89.994 8231.048 8501.651 N 00°38' 48" E 55.00 54.997 0.621 8286.045 8502.272 N 89°21' 12" w 90.00 1.015 -89.994 8287.060 8412.278 East 0.00 0.000 0.000 8287.060 8412.278 Closure in Lat/Dep: 0.000 0.000 Starting Po int: -- ------------ - 8287.060 ------------- 8412.278 Area: 4, 950 ft2 0.114 Acres Page 1 2210L28 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES Lot 28 Bearing --- --- - -- Distance -------- -- Northing/Lat ------------ - Fasting/Dep ------------- ----- 8232.064 8411.657 Start (POB) S 00°38' 48" W 55.00 -54.997 -0.621 8177.067 8411.036 S 89°21' 12" E 90.00 -1.015 89.995 8176.052 8501.031 N 00°38' 48" E 55.00 54.996 0.620 8231.048 8501.651 N 89°21' 12" w 90.00 1.016 -89.994 8232.064 8411.657 East 0.00 0.000 0.000 8232.064 8411.657 Closure in Lat/Dep: 0.000 0.000 Starting Po int: -- ------------ - 8232.064 ------------- 8411.657 Area: 4, 950 ft2 0.114 Acres 0 Page 1 2210L29 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES Lot 29 Bearing Distance ----- -- Northing/Lat ------------ - Fasting/Dep ------------- -------- --- - - ---- 8177.067 8411.036 Start (POB) S 00°38' 48" w 55.00 -54.996 -0.620 8122.071 8410.416 5 89°21' 12" E 90.00 -1.016 89.994 8121.055 8500.410 N 00°38' 48" E 55.00 54.997 0.621 8176.052 8501.031 N 89°21' 12" w 90.00 1.015 -89.995 8177.067 8411.036 East 0.00 0.000 0.000 8177.067 8411.036 Closure in Lat/Dep: 0.000 0.000 -- Starting Po int: -- ------------ 8177.067 ------------ 8411.036 Area: 4, 950 ft2 0.114 Acres 0 Page 1 2210L30 Lot Closures - Prepared using Survey/Civil solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES Lot 30 Bearing Distance Northing/Lat Fasting/Dep ------------ ---------- -------------- -------------- 8122.071 8410.416 Start (POB) 5 00°38'48" w 25.00 -24.998 -0.282 8097.073 8410.134 0 ** Horizontal Curve: S 44°21' 12" E 49.50 -35.395 8061.678 8097.073 S 89°21' 12" E 35.00 -0.395 8096.678 Delta: 90°00'00" Radius: 35.00 Length: 54.98 Tangent: 35.00 S 00°38' 48" w 35.00 -35.000 8061.678 S 89°21'12" E 55.00 -0.621 8061.057 N 00°38 48 E ' 11 60.00 59.996 8121.053 N 89°21'12" w 90.00 1.016 8122.069 East 0.00 0.000 8122.069 Closure in Lat/Dep: 0.002 Starting Point: ------ -------- 8122.071 Distance Error: N 44°59'59" w 0.003 Total Distance: 284.98 Accuracy Ratio: 1:100,755 Area: 5,137 ft2 0.118 Acres 34.604 Chord pc-pt 8444.738 pt 8410.134 pc 34.997 Radial In pc-rp 8445.131 rp -0.393 Radial Out rp-pt 8444.738 pt 54.997 8499.735 0.677 8500.412 -89.994 8410.418 0.000 8410.418 -0.002 8410.416 Page 1 2210L31 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES Lot 31 a Bearing Distance Northing/Lat 8123.732 S 89°21'12" E 91.23 -1.029 ,~ 8122.703 S 00°38 48 w 25.00 -24.999 8097.704 *~ Horizontal Curve: S 45°38' 48" w 49.50 -34.604 8063.100 8097.704 N 89°21 ~~ 12 w 35.00 0.395 8098.099 Delta: ~~ 90°00 00 Radius: 35.00 Length: 54.98 Tangent: 35.00 S 00°38' 48" w 35.00 -34.999 8063.100 N 89°21'12" w 56.23 0.634 ~~ 8063.734 N 00°38 48 E 60.00 59.997 8123.731 East 0.00 0.000 8123.731 Closure in Lat/Dep: 0.001 -------------- Starting Point: 8123.732 Distance Error: N 63°26'05" E 0.002 Total Distance: 287.44 Accuracy Ratio: 1:128,545 Area: 5,211 ft2 0.120 Acres Fasting/Dep -------------- 8263.197 Start (POB) 91.224 8354.421 -0.282 8354.139 -35.395 Chord pc-pt 8318.744 pt 8354.139 pc -34.998 Radial In pc-rp 8319.141 rp -0.397 Radial out rp-pt 8318.744 pt -56.226 8262.518 0.677 8263.195 0.000 8263.195 0.002 8263.197 Page 1 2210L32 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES Lot 32 Bearing - Distance -------- -- Northing/Lat ------------ - Fasting/Dep ------------- -------- --- - - 8178.729 8263.817 Start (POB) S 89°21' 12" E 91.23 -1.030 91.224 8177.699 8355.041 S 00°38' 48" w 55.00 -54.996 -0.620 8122.703 8354.421 N 89°21' 12" w 91.23 1.029 -91.224 8123.732 8263.197 N 00°38' 48" E 55.00 54.997 0.620 8178.729 8263.817 East 0.00 0.000 0.000 8178.729 8263.817 Closure in Lat/Dep: 0.000 0.000 Starting Po int: -- ------------ - 8178.729 ------------- 8263.817 Area: 5, 018 ft2 0.115 Acres Page 1 2210L33 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES Lot 33 ----- Bearing Distance Northing/Lat --------- - Fasting Dep ------------- ----------- - -- -------- ----- 8233.725 8264.438 Start (POB) 5 89°21'12" E 91.23 g232.696 8355.662 S 00°38'48" w 55.00 77 5 ;699 81 .041 83 N 89°21'12" w 91.23 . 29 8178 8263.817 N 00°38'48" E 55.00 g233.725 8264.438 East 0.00 0.000 8233.725 0.000 8264.438 Closure in Lat/Dep: 0.000 ----- 0.000 -------------- Starting Po int: --------- 8233.725 8264.438 Area: 5,018 ft2 0.115 Acres 0 Page 1 2210L34 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement Units: feet MILL POND ESTATES Lot 34 Bearing -------- --- - - Distance --------- -- Northing/Lat ------------ - Fasting/Dep ------------- 8288.722 8265.058 Start (POB) 5 89°21' 12" E 91.23 -1.030 91.225 8287.692 8356.283 S 00°38' 48" w 55.00 -54.996 -0.621 8232.696 8355.662 N 89°21' 12" w 91.23 1.029 -91.224 8233.725 8264.438 N 00°38' 48" E 55.00 54.997 0.620 8288.722 8265.058 East 0.00 0.000 0.000 8288.722 8265.058 Closure in Lat/Dep: 0.000 0.000 Starting Po int: -- ------------ - 8288.722 ------------- 8265.058 Area: 5, 018 ft2 0.115 Acres D Page 1 2210L35 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES Lot 35 Bearing Distance Northing/Lat Fasting/Dep ------------ ---------- -------------- -------------- 8351.343 8321.997 Start (POB) *~ Horizontal Curve: 0 S 44°21' 12" E 49.50 -35.394 8315.949 8351.343 S 00°38 ,~ 48 w 35.00 -34.998 8316.345 Delta: 90°00 ~~ 00 Radius: 35.00 Length: 54.98 Tangent: 35.00 S 89°21' 12" E 35.00 -0.396 8315.949 5 00°38' 48" w 28.26 -28.258 8287.691 N 89°21 12 w 91.23 1.029 8288.720 N 00°38' 48" E 63.26 63.256 8351.976 S 89°21 ~~ 12 E 56.23 -0.635 8351.341 East 0.00 0.000 8351.341 Closure in Lat/ Dep: 0.002 Starting Point: ----- --------- 8351.343 Distance Error: N 44°59'59" w 0.003 Total Di stance: 293.96 Accuracy Ratio: 1:103,929 Area: 5, 508 ft2 0.126 Acres 34.605 Chord pc-pt 8356.602 pt 8321.997 pc -0.395 Radial In pc-rp 8321.602 rp 35.000 Radial out rp-pt 8356.602 pt -0.319 8356.283 -91.224 8265.059 0.714 8265.773 56.226 8321.999 0.000 8321.999 -0.002 8321.997 Page 1 2210L36 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES D Lot 36 Bearing Distance ------------ ---------- 5 89°21'12" F 56.23 S 00°38'48" w 63.26 N 89°21'12" w 91.23 N 00°38'48" E 28.26 ~~ Horizontal Curve: N 45°38' 48" E 49.50 S 89°21' 12" F 35.00 Delta: 90°00'00" Radius: 35.00 Length: 54.98 Tangent: 35.00 N 00°38'48" E 35.00 Northing/Lat 8352.612 -0.634 8351.978 -63.256 8288.722 1.029 8289.751 28.258 8318.009 34.605 8352.614 8318.009 -0.394 8317.615 34.999 8352.614 East 0.00 0.000 8352.614 Closure in Lat/Dep: -0.002 -------------- Starting Point: 8352.612 Distance Error: 5 45°00'00" w 0.003 Total Distance: 293.96 Accuracy Ratio: 1:103,929 Area: 5,508 ft2 0.126 Acres Fasting/Dep 8209.547 Start (PO6) 56.227 8265.774 -0.714 8265.060 -91.224 8173.836 0.319 8174.155 35.394 Chord pc-pt 8209.549 pt 8174.155 pc 34.997 Radial In pc-rp 8209.152 rp 0.397 Radial out rp-pt 8209.549 pt 0.000 8209.549 -0.002 -------------- 8209.547 Page 1 2210L37 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES Lot 37 Bearing - Distance ------ -- -- Northing/Lat ------------ - Fasting/Dep ------------- -------- --- - - 8288.722 8265.058 Start (POB) N 89°21' 12" w 91.23 1.029 -91.224 8289.751 8173.834 5 00°38' 48" w 55.00 -54.996 -0.620 8234.755 8173.214 S 89°21' 12" E 91.23 -1.030 91.224 8233.725 8264.438 N 00°38' 48" E 55.00 54.997 0.620 8288.722 8265.058 North 0.00 0.000 0.000 8288.722 8265.058 Closure in Lat/Dep: 0.000 0.000 Starting Po int: -- ------------ 8288.722 -------------- 8265.058 Area: 5, 018 ft2 0.115 Acres 0 Page 1 2210L38 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement Units: feet MILL POND ESTATES Lot 38 Bearing -- ----- --- - -- Distance -------- -- Northing/Lat ------------ Fasting/Dep -------------- - 8233.725 8264.438 Start (POB) N 89°21' 12" w 91.23 1.030 -91.224 8234.755 8173.214 5 00°38' 48" w 55.00 -54.997 -0.621 8179.758 8172.593 S 89°21' 12" E 91.23 -1.029 91.224 8178.729 8263.817 N 00°38' 48" E 55.00 54.996 0.621 8233.725 8264.438 East 0.00 0.000 0.000 8233.725 8264.438 Closure in Lat/Dep: 0.000 0.000 Starting Po int: -- ------------ 8233.725 -------------- 8264.438 Area: 5, 018 ft2 0.115 Acres Page 1 2210L39 Lot Closures - Prepared using Survey/Civil solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES Lot 39 Bearing - - - Distance --------- -- Northing/Lat ------------ - Fasting/Dep ------------- -------- -- 8178.729 8263.817 Start (POB) N 89°21' 12" w 91.23 1.029 -91.224 8179.758 8172.593 S 00°38' 48" W 55.00 -54.996 -0.621 8124.762 8171.972 5 89°21' 12" E 91.23 -1.030 91.225 8123.732 8263.197 N 00°38' 48" E 55.00 54.997 0.620 8178.729 8263.817 East 0.00 0.000 0.000 8178.729 8263.817 Closure in Lat/Dep: 0.000 0.000 Starting Po int: -- ------------ - 8178.729 ------------- 8263.817 Area: 5, 018 ft2 0.115 Acres 0 Page 1 2210L40 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NWRD.DWG Measurement units: feet MILL POND ESTATES Lot 40 Bearing Distance Northing/Lat Fasting/Dep -------- ---- - --------- -- ------------ - 8123.732 ------------- 8263.197 Start (POB) N 89°21' 12" w 91.23 1.030 -91.225 8124.762 8171.972 East 0.00 0.000 0.000 8124.762 8171.972 S 00°38' 48" w 25.00 -24.999 -0.282 8099.763 8171.690 ** Horiz ontal Curve: S 44°21' 12" E 49.50 -35.394 34.605 Chord pc-pt 8064.369 8206.295 pt 8099.763 8171.690 pc S 89°21' 12" E 35.00 -0.395 34.998 Radial In pc-rp 8099.368 8206.688 rp Delta: 90°00' 00" Radius: 35.00 Length: 54.98 Tangent: 35.00 5 00°38' 48" w 35.00 -34.999 -0.393 Radial out rp-pt 8064.369 8206.295 pt East 0.00 0.000 0.000 8064.369 8206.295 S 89°21' 12" E 56.23 -0.635 56.226 8063.734 8262.521 N 00°38' 48" E 60.00 59.997 0.677 8123.731 8263.198 East 0.00 0.000 0.000 8123.731 8263.198 closure in Lat/ Dep: 0.001 -0.001 Starting Point: -- ------------ - 8123.732 ------------- 8263.197 Distance Error: N 44°59' 58" w 0.001 Total Di stance: 287.44 Accuracy Ratio: 1:203,247 Area: 5, 211 ft2 0.120 Acres 0 Page 1 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Date Prepared: 12/29/2004 Drawing: 2210PSH2.dwg ---------------------------------------------------- MILL POND ESTATES "fi Q.n~fi ,4 STO~e.v-1 Bearing Distance Northing/Lat Fasting/Dep ------------ ---------- -------------- -------------- 8485.025 N 51 33'50" E S 45 33'36" E S 00 38'48" W Measurement Units: feet Bearing Mode N 89 21'12" W 55.00 S 42 17'08" E 31.94 152.28 ~ 94.663 8579.688 57.84 -40.497 8539.191 40.36 -40.358 8498.833 0.621 8499.454 -23.629 8391.250 8030.030 Start (POB) 119.281 8149.311 41.297 8190.608 -0.455 8190.153 -54.997 8135.156 21.490 8155.692 ** Horizontal Curve: S 47 42' 52" W 20.00 -13.456 -14.796 Chord pc-pt 8377.794 8140.896 pt 8391.250 8155.692 pc _ S 35 58' 35" E 91.00 -73.642 53.458 Radial In pc-rp _ 8317.608 8209.150 rp Delta: 12 37'05" Radius: 91.00 Length: 20.04 Tangent: 10.06 N 48 35' 40" W 91.00 60.186 -68.254 Radial Out rp-pt 8377.794 8140.896 pt N 42 17' 08" W N 89 21' 12" W N 00 38' 48" E East Closure in Lat/Dep: 30.50 91.30 83.64 0.00 22.564 8400.358 1.030 8401.388 83.635 8485.023 0.000 8485.023 0.002 -20.522 8120.374 -91.294 8029.080 0.944 8030.024 0.000 8030.024 0.006 Starting Point: 8485.025 Distance Error: N 71 33'54" E 0.006 Total Distance: 647.47 Accuracy Ratio: 1:102,374 Area: 17,283 ft2 0.397 Acres 8030.030 2210wET Lot Closures - Prepared using survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 12/28/2004 Drawing: 2210NwRD.DwG Measurement units: feet MILL POND ESTATES Bearing Distance Northing/Lat Fasting/Dep ------------ ---------- -------------- -------------- 8700.866 N 52°33' 50" E 181.09 110.080 8810.946 S 89°14 ~~ 42 E 233.90 -3.082 8807.864 S 00°38 ~~ 48 w 171.72 -171.709 8636.155 S 24°42 ~~ 20 w 77.90 -70.769 8565.386 S 11°06 ~~ 22 w 41.82 -41.037 8524.349 ** Horizontal Curve: 0 S 49°43' 19" w 46.65 S 12°28' 20" E 50.00 Delta: 55°36'43" Radius: 50.00 Length: 48.53 Tangent• 26.37 N 68°05'03" w 50.00 -30.159 8494.190 8524.349 -48.820 8475.529 18.661 8494.190 N 89°21'12" w 411.41 N 00°38'48" E 40.36 N 45°33'36" w 57.84 N 51°33'50" E 194.93 4.642 8498.832 40.358 8539.190 40.497 8579.687 121.177 8700.864 East 0.00 0.000 8700.864 Closure in Lat/Dep: 0.002 -------------- Starting Point: 8700.866 Distance Error: N 74°03'16" E 0.007 Total Distance: 1459.48 Accuracy Ratio: 1:200,475 Area: 124,980 ft2 2.869 Acres 8302.001 Start (POB) 143.792 8445.793 233.879 8679.672 -1.937 8677.735 -32.559 8645.176 -8.056 8637.120 -35.590 Chord pc-pt 8601.530 pt 8637.120 pc 10.798 Radial In pc-rp 8647.918 rp -46.388 Radial Out rp-pt 8601.530 pt -411.384 8190.146 0.456 8190.602 -41.297 8149.305 152.689 8301.994 0.000 8301.994 0.007 8302.001 Page 1 Date Prepared: 12/28/2004 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Drawing: 2210PSH3.dwg Measurement Units: feet MILL POND ESTATES ~,oAl~ ~~.Srt' Bearing Distance Northing/Lat Fasting/Dep ------------ ---------- N 00 38'48" E 281.26 ** Horizontal Curve: N 45 38'48" E 89.10 S 89 21'12" E 63.00 Delta: 90 00'00" Length: 98.96 Radius: 63.00 Tangent: 63.00 N 00 38'48" E 63.00 S 89_21'12" E 175.46 S 00 38'48" W 344.26 N 89 21'12" W 238.46 East 0.00 Bearing Mode Closure in Lat/Dep: Starting Point: 8037.083 8142.982 Start (POB) -------------- -- 281.242 ------------ 3.174 8318.325 8146.156 8380.614 8209.866 pt 62.289 63.710 Chord pc-pt 8318.325 8146.156 pc -0.710 62.996 Radial In pc-rp 8317.615 8209.152 rp 62.999 0.714 Radial Out rp-pt 8380.614 8209.866 pt 8378.634 -1.980 -344.238 8034.396 2.691 8037.087 8037.087 0.000 -0.004 -------------- 8037.083 Distance Error: S 45 00'00" W 0.006 Total Distance: 1138.39 Area: 81,240 ft2 1.865 Acres Accuracy Ratio: 1:201,242 8385.315 175.449 -3.885 8381.430 -238.444 8142.986 8142.986 0.000 -0.004 -------------- 8142.982 Date Prepared: 12/28/2004 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Drawing: 2210PSH3.dwg Measurement Units: feet ------ -- ---------------- ---------- ----------------- - MILL POND ESTATES ~DA1~ ~ A~ Lot 51 Bearing Distance Northing/Lat Easting/Dep 8037.083 8142.982 Start (POB) ------------ ---------- N 00 38'48" E 281.26 -------------- 281.242 -------------- 3.174 8318.325 8146.156 ** Horizontal Curve: N 45 38'48" E 89.10 S 89 21'12" E 63.00 Delta: 90 00'00" Length: 98.96 Radius: 63.00 Tangent: 63.00 N 00 38'48" E 63.00 S 89 21'12" E 373.96 ** Horizontal Curve: N 50 44'59" E 80.82 N 00 38'48" E 63.00 Delta: 79 47'38" Radius: 63.00 Length: 87.74 S 79 08'51" E 63.00 Tangent: 52.67 N Ol 50'08" E 48.04 S 86 04' 18" E 50.00 S 89 _ 21' 12" E 78.08 S 00 38' 48" W 215.00 N 89_21'12" W 271.50 S 00 38'48" W 206.26 N 89 21'12" W 118.00 8380.614 8209.866 pt 62.289 63.710 Chord pc-pt 8318.325 8146.156 pc -0.710 62.996 Radial In pc-rp 8317.615 8209.152 rp 62.999 0.714 Radial Out rp-pt 8380.614 8209.866 pt 8376.394 8583.803 -4.220 373.937 51.135 62.586 Chord pc-pt 8427.529 8646.389 pt 62.996 0.711 Radial In pc-rp 8376.394 8583.803 pc 8439.390 8584.514 rp -11.861 61.875 Radial Out rp-pt 8427.529 8646.389 pt 48.016 8475.545 8472.119 -3.426 -0.881 8471.238 -214.986 8256.252 8259.316 3.064 -206.247 8053.069 1.331 1.539 8647.928 8697.810 49.882 78.075 8775.885 -2.426 8773.459 8501.976 -271.483 -2.327 8499.649 -117.993 QOAD S 00_38'48" W N 89 21'12" W East ~ ~~ 20.00 238.46 0.00 Closure in,Lat/Dep: Starting Point: C~OM~ 8054 .400 8034.402 -19.998 2.691 8037.093 0.000 8037.093 -0.010 8037.083 Distance Error: S 21 48'05" W 0.011 Total Distance: 2087.25 Area: 164,899 ft2 3.786 Acres Accuracy Ratio: 1:193,796 8381.656 8381.431 -0.225 -238.445 8142.986 0.000 8142.986 -0.004 8142.982 Bearing Mode Date Prepared: 12/28/2004 Lot Closures - Prepared using Survey/Civil Solutions for AutoCAD Drawing: 2210PSH3.dwg Measurement Units: feet MILL POND ESTATES ~'L~-r 13ov~1DA~-Y Lot 52 Bearing Distance Northing/Lat Easting/Dep 8058.917 8025.221 Start (POB) N 00 38' 48" E 426.13 426.103 4.809 8485.020 8030.030 N 51 _ 33' 50" E 347.21 215.840 271.970 8700.860 8302.000 8810.941 8445.791 N 52 _ _33' 50" E 181.09 110.081 143.791 S 89 14' 42" E 333.90 -4.400 333.871 _ 8806.541 8779.662 S 00 38' 48" W 550.34 -550.305 -6.210 8256.236 8773.452 8259.300 8501.969 N 89 _ 21' 12" W 271.50 3.064 -271.483 S 00 _ 38' 48" W 206.26 -206.247 -2.327 _ 8053.053 8499.642 N 89 21' 12" W 452.20 5.103 -452.171 $058.156 8047.471 _ 8058.911 8025.223 N 88 03' 24" W 22.26 0.755 -22.248 East 0.00 0.000 0.000 8058.911 8025.223 Closure in Lat/Dep: -- 0.006 ------------ -- -0.002 ------------ Starting Point: _ 8058.917 8025.221 Distance Error: N 18 26'05" W 0.006 Total Distance: 2790.90 Accuracy Ratio: 1:441,279 Area: 441,188 ft2 10.128 Acres