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HomeMy WebLinkAboutItem #10 Ocoee Crown Point PUD Conservation Easement to St. Johns River Water Management DistrictCenter of Good 11, Contact Name: Contact Number: AGENDA ITEM COVER SHEET Meeting Date: September 18, 2012 Item # 10 David A. Wheeler, P.E. 407-905-3100, ext. 1505 Reviewed By: ' Department Director: City Manager: Subject: Ocoee Crown Point PUD Conservation Easement to St. Johns River Water Management District (District 1- Commissioner Hood) Background Summary: The City of Ocoee, in partnership with the Orange County Public Schools (OCPS), purchased the Coke Property in 1998 with the intent of developing the property into a multi -use development consisting of residential, commercial, and educational parcels some to be owned by the City and some to be owned by OCPS. The City employed VHB, Inc. to plan and develop a joint master plan for the property and to determine what permits would be needed from the St. Johns River Water Management District (SJRWMD) and the Army Corps. Of Engineers (ACOE) while working in and/or around the wetlands adjacent to Lake Apopka and its tributaries. As part of the overall project, a wetlands mitigation plan was proposed to SJRWMD and ACOE that would require mitigating some land adjacent to Staten Branch, one of those tributaries, to offset the proposed work for the overall project. That mitigation plan generally included the clearing and grubbing of approximately 2.5 acres of land along the south side of Staten Branch, planting that cleared land with wetland species plants, maintaining that land and those plants for a five year period and providing annual reports to both agencies. The mitigation and monitoring work was authorized by the City Commission on February 7, 2006. On April 6, 2010, the City Commission approved changing scope and reallocating funds from the wetland mitigation and monitoring phase of the project to consider changing the wetlands mitigation program to allow for preservation instead of the proposed five year maintenance and monitoring program. SJRWMD staff had recommended a modification of the listed permits to eliminate the enhancement provision in the permits and instead offer preservation. Successfully modified permits would eliminate the need to spend additional funds to reestablish the mitigation area that has died and to spend significant dollars on maintenance, monitoring and reporting for the enhancement areas over the next five years. VHB, Inc. and the City approached SJRWMD to review the site and the proposed plan and were able to develop an alternative that would allow the wetlands mitigation to be performed as one process which would relieve the City of the five year maintenance and monitoring program. In August of this year the City received the permit modification (Permit No. 4-095-83494-6) from SJRWMD. As a condition of that permit, the City must grant the SJRWMD a Conservation Easement over certain areas of the Ocoee Crown Point PUD property. All of those areas are either wetlands, upland buffers, or sovereign submerged lands. Those areas are identified on the attached drawing. The Conservation Easement document is also attached and includes the sketches and descriptions of those designated areas. The Conservation Easement prohibits activities within those areas unless permitted by the SJRWMD, but does allow for routine maintenance of the creek and drainage ways for the prevention of flooding. The Conservation Easement also allows for a future boat ramp, boardwalk pier, and boardwalk trails along the Lake Apopka. Issue: Should the City consider granting the St. Johns River Water Management District a Conservation Easement over the designated areas of the Ocoee Crown Point PUD property? Recommendations The Engineering and Development Services staff recommends that the City of Ocoee grant the St. Johns River Water Management District a Conservation Easement over the designated areas of the Ocoee Crown Point PUD property and that City Commission authorize the Mayor and City Clerk to execute the Conservation Easement. Attachments: 1) Crown Point PUD Environmental Considerations Plan 2) Conservation Easement Financial Impact: There will be no financial impact to the City of Ocoee in executing this Conservation Easement. Type of Item: (please mark with an x ) Public Hearing For Clerk's Dept Use: Ordinance First Reading _X Consent Agenda Ordinance Second Reading Public Hearing Resolution Regular Agenda Commission Approval Discussion & Direction Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution Reviewed by City Attorney N/A Reviewed by Finance Dept. N/A Reviewed by () N/A 2 WETLAND # 3 PRESERVATION 2.42 AC 'LAND BUFFER PRESERVATION 24 AC \ D # 4 PRESERVATION 2.43 AC WESTERN BELTWAY UPLAND BUFFER PRESERVATION 0.40 AC IMPACTED 0.05 AC UPLAND BUFFER PRESERVATION 0.68 AC VETLAND # 5 PRESERVATION 1.34 AC LEGEND WETLAND # 1 — IMPACT # 2 0.17 AC (OLD WI-2) SJRWMD PROPOSED CONDITION C UPLAND BUFFER PRESERVATION COMPLETED WETLAND 0.63 ACRES 1.85 AC IMPACTS 2,++ PROPOSED WETLAND 0.74 ACRES IMPACTS -,+ • WETLAND # 1 PRESERVATION PROPOSED 0.16 ACRES WETLAND # 1 — IMPACT # 1 . + + (46.38 AC.) SECONDARY 0.06 AC ; ETLAN IMPACTS WETLAND 59.07 ACRES PRESERVATION SOVEREIGN SUBMERGED " < '`\"'`<(' <C' • UPLAND LA NDS 34.07 AC '� BUFFER 5.91 ACRES i PRESERVATION I�\?< <)/,115(, ,+, + + + .i.+,+++,' SOVEREIGN SUBANDSED 34.07ACRES WETLAND # 1 I<' k ,< r,? ,1., <' , ?-, 1<'r,+ • * IMPACT TO 0.36 ACRE W-2 DOES NOT REQUIRE MITIGATION i 10 1<S 1,'; ; WETLANDS REMAINING 3.39 ACRES LAKE A P O P K A <; is < ; , o 0 0 ❑ BUT NOT IN PRESERVATION EASEMENT . (STATE JURISDICTION ONLY) C. + • ' , + OH W EL. 67.4 ' +' NOTE: TOTAL WETLAND 1 PRESERVATION= 46.3s+1.z2+5.2g=52.88ACRES 0221 Crown Point PUD PURPOSE: Environmental Permitting DATUM: NG]"D Figure 8 ADJACENT PROPERTY OWNERS: E Rob.°.,� So-ee,, sung 3 W ,Wd,,,F1rnida328011 Environmental Considerations Plan (Proposed Condition) I eed, Holding Southeast 1—rPor W Howard B. Lea:uarte, Pre„de t 1900SOtt ulT-.,r13-1 O,d.S-c260 —a Se tember2011 UPDATEDA April P P O,landu FL 32810 APPLICATION BY CM OF OCOEE 0 150' 300' 600'� J PREPARED BY: Robin G. Drage Shuffield Lowman & Wilson P.A. 1000 Legion Place, Suite 1700 Orlando, FL 32801 Return recorded original to: Office of General Counsel St. Johns River Water Management District 4049 Reid Street/Highway 100 West Palatka, FL 32177 CONSERVATION EASEMENT THIS CONSERVATION EASEMENT (the "Easement") is made this day of , 2012 by the CITY OF OCOEE, a Florida municipal corporation, having an address at 150 North Lakeshore Drive, Ocoee, Florida 34761 ("Grantor"), in favor of the ST. JOHNS RIVER WATER MANAGEMENT DISTRICT, a public body existing under Chapter 373, Florida Statutes, having a mailing address at 4049 Reid Street/Highway 100 West, Palatka, Florida 32177 ("Grantee"). WITNESSETH: WHEREAS, Grantor solely owns in fee simple certain real property in Orange County, Florida, more particularly described in Exhibit "A" attached hereto and incorporated by this reference (the "Property"); WHEREAS, Grantor grants this conservation easement as a condition of permit number 4-095-83494-6 issued by Grantee (the "Permit"), solely to off -set adverse impacts to natural resources, fish and wildlife, and wetland functions; and WHEREAS, subject to the routine maintenance of the existing creek and drainage ways, in accordance with the terms and conditions of the Permit, Grantor desires to preserve the Property in its natural condition in perpetuity; NOW THEREFORE, in consideration of the above and the mutual covenants, terms, conditions and restrictions contained herein, and pursuant to the provisions of section 704.06, Florida Statutes, Grantor hereby voluntarily grants and conveys to Grantee a conservation and drainage easement in perpetuity over the Property of the nature and character and to the extent hereinafter set forth (the "Conservation Easement"). Grantor fully warrants title to said Property, and will warrant and defend the same against the lawful claims of all persons whomsoever. 1. Purpose. The purpose of this Easement is to assure that the Property will be retained forever in its existing natural condition and to prevent any use of the Property that will impair or interfere with the environmental value of the Property. 2. Prohibited Uses. Any activity on or use of the Property inconsistent with the purpose of this Easement is prohibited. Without limiting the generality of the foregoing, the following activities and uses are expressly prohibited: (a) Construction or placing buildings, roads, signs, billboards or other advertising, utilities or other structures on or above the ground. (b) Dumping or placing soil or other substance or material as landfill or dumping or placing of trash, waste or unsightly or offensive materials. (c) Removing or destroying trees, shrubs, or other vegetation. (d) Excavating, dredging or removing loam, peat, gravel, soil, rock or other material substances in such a manner as to affect the surface; provided, however, that the foregoing shall not preclude routine maintenance of the creek and drainage ways, in accordance with the terms and conditions of the Permit. (e) Surface use, except for purposes that permit the land or water area to remain predominantly in its natural condition. (f) Activities detrimental to drainage, flood control, water conservation, erosion control, soil conservation, or fish and wildlife habitat preservation. (g) Acts or uses detrimental to such retention of land or water areas. (h) Acts or uses detrimental to the preservation of the structural integrity or physical appearance of sites or properties of historical, architectural, archaeological, or cultural significance. 3. Reserved Rights. Grantor reserves unto itself, and its successors and assigns the following: (a) All rights accruing from its ownership of the Property, including the right to engage in or permit or invite others to engage in all uses of the Property, that are not expressly prohibited herein and are not inconsistent with the purpose of this Easement. (b) Notwithstanding any provisions in this Easement to the contrary, Grantor reserves the right to perform routine maintenance of the creek and drainage ways within the property, such maintenance to include snagging of stumps and removal of silt and debris 2 necessary to maintain the natural flow of water in the creek and preventing the obstruction of same as permitted by the Department of Environmental Regulation (the "Maintenance Activities"). (c) Notwithstanding the prohibitions contained in Section 2, Grantor reserves unto itself and its successors and assigns, the right to construct and maintain a boat ramp, boardwalk pier and boardwalk trails (the "Improvements"). The Improvements shall be constructed in accordance with the Permit and the following specifications: (i) The boardwalk pier and boardwalk trails will be constructed at least four feet above the Ordinary High Water Elevation (OHWE) of Lake Apopka, and the boardwalks will meander around trees that are four inches or greater in diameter at breast height (dbh). (ii) The boards of the boardwalk trails will be spaced approximately one (1) inch apart. (iii) Hand railing shall be installed and maintained around the entire perimeter of each boardwalk to prevent docking or mooring of vessels. (iv) Trash containers will be installed along the boardwalk trails every two hundred (200) feet. (v) The portion of the boardwalk extending through the upland conservation area shall be elevated a minimum of 3 feet above land surface. (vi) The width of the boardwalk shall not exceed 4 feet through the land conservation area. 4. Restrictions on Maintenance of Staten Branch Creek. The Mai Activities are subject to the following restrictions: (a) The Maintenance Activities (including staging of equipment and remo al of silt and debris) will be restricted to the stream channel, and will not disturb any bank vegetation within the wetland or upland mitigation areas. (b) Any silt or debris that is removed will be transported and deposited outs de of the Conservation Easement area. (c) Grantor will obtain written permission from Grantee prior to the remo al of any vegetation. Grantor agrees that such written permission is required even if a F orida Department of Environmental Protection aquatic plan removal permit is issued. (d) In the event vegetation within any portions of the mitigation areas is dist rbed, the Grantor will report such disturbance to Grantee's compliance staff. Grantor agr es to replace any disturbed vegetation pursuant to a plan approved in writing by the Grantee. 3 5. Rights of Grantee. To accomplish the purposes stated herein, Grantor conveys the following rights to Grantee: (a) To enter upon and inspect the Property in a reasonable manner and at reasonable times to determine if Grantor or its successors and assigns are complying with the covenants and prohibitions contained in this Easement. (b) To proceed at law or in equity to enforce the provisions of this Easement and the covenants set forth herein, to prevent the occurrence of any of the prohibited activities set forth herein, and require the restoration of areas or features of the Property that may be damaged by any activity inconsistent with this Easement. 6. Grantee's Discretion. Grantee may enforce the terms of this Easement at its discretion, but if Grantor breaches any term of this Easement and the Grantee does not exercise its rights under this Easement, such Grantee's forbearance shall not be construed to be a waiver by Grantee of such term, or of any subsequent breach of the same, or any other term of this Easement, or of any of the Grantee's rights under this Easement. No delay or omission by the Grantee in the exercise of any right or remedy upon any breach by Grantor shall impair such right or remedy or be construed as a waiver. Grantee shall not be obligated to Grantor, or to any other person or entity, to enforce the provisions of this Easement. 7. Grantee's Liability. Grantor will assume all liability for any injury or damage to the person or property of third parties which may occur on the Property arising from Grantor's ownership of the Property. Neither Grantor, nor any person or entity claiming by or through Grantor, shall hold Grantee liable for any damage or injury to person or personal property which may occur on the Property. 8. Acts Beyond Grantor's Control. Nothing contained in this Easement shall be construed to entitle Grantee to bring any action against Grantor for any injury to or change in the Property resulting from natural causes beyond Grantor's control, including, without limitation, fire, flood, storm and earth movement, or from any necessary action taken by Grantor under emergency conditions to prevent, abate or mitigate significant injury to the Property or to persons resulting from such causes. 9. Recordation. Grantor shall record this Easement in a timely fashion in the Official Records of Orange County, Florida, and shall rerecord it at any time Grantee may require to its rights. Grantor shall pay all recording costs and taxes necessary to record this Easement in the public records. Grantor will hold Grantee harmless from any recording costs or taxes necessary to record this Easement in the public records. M 10. Successors. The covenants, terms, conditions and restrictions of this Easement shall be binding upon, and inure to the benefit of the parties hereto and their respective personal representatives, heirs, successors and assigns and shall continue as a servitude running in perpetuity with the Property. [Signatures to Follow] 5 IN WITNESS WHEREOF, Grantor has executed this Conservation Easement on the day and year first above written. Signed, sealed and delivered in the presence of: Print Name: Print Name: GRANTOR: CITY OF OCOEE, FLORIDA, a Florida municipal corporation S. Scott Vandergrift, Mayor Attest: Beth Eikenberry, City Clerk FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, APPROVED AS TO APPROVED BY THE OCOEE CITY FORM AND LEGALITY THIS DAY COMMISION AT A MEETING HELD ON OF , 2012 , 2012 UNDER SHUFFIELD, LOWMAN AND WILSON City Attorney STATE OF FLORIDA COUNTY OF AGENDA ITEM NO. THIS IS TO CERTIFY that the foregoing instrument was acknowledged before me this day of , 2102 by S. Scott Vandergrift and Beth Eikenberry personally known to me as Mayor and City Clerk, respectively of the City of Ocoee, a Florida municipal corporation and that they severally acknowledged executing the same in the presence of two subscribing witnesses freely and voluntarily under authority duly vested in them by said municipality. WITNESS my hand and official seal in the County and State last aforesaid this day of .2012. Notary Public, State of Florida at Large. My Commission Expires: Serial No. V'anasse Hangen Brusilin, Inc. 225 E. Robinson St., Suite 300 Orlando, FL 32801 SEE SHEET 3 AND 4 OF 4 FOR SKETCH 407 839 4006 • FAX 407 839 4008 Licensed Survey Business LB7153 WETLAND 1 LEGAL DESCRIPTION A parcel of land located in Section 1, Township 22 South, Range 27 East, Orange County, Florida. Said parcel being more particularly described as follows: Commence at he -Southwest corner of the Southeast one -quarter of sold Section 1; thence run North 00'10'13" West along the West Line of said Southeast one-quorter, 910.53 feet; thence leaving said line run North 89'46'15" East, 31.79 feet to the Point of Beginning; thence South 89' 46' 15" West, 1798.77 feet; thence North 34' 18' 19" East, 152.92 feet; thence North 26' 34' 51" East, 110.68 feet; thence North 30' 46' 03" East, 130.01 feet; thence North 31' 25' 05" East, 102.73 feet; thence North 32' 30' 30" East, 128.20 feet; thence North 34' 18' 22" East, 165.90 feet; thence North 46' 59' 38" East, 129.95 feet; thence North 46' 59' 38" East, 144.30 feet; thence North 66' 06' 54" East, 130.96 feet; thence North 68' 43' 13" East, 121,35 feet; thence North 64' 36' 26" East, 104.71 feet; thence South 88' 58' 57" East, 101.19 feet; thence South 88' 32' 35" East, 90.25 feet; thence North 77' 40' 24" East, 85.11 feet; thence North 84' 10' 54" East, 60.87 feet; thence North 52' 42' 52" East, 128.58 feet; thence North 37' 49' 30" East, 77.96 feet; thence North 34' 43' 08" East, 141.72 feet; thence North 38' 49' 10" East, 121.36 feet; thence North 56' 18' 04" East, 66.68 feet; thence North 51' 18' 56" East, 53.75 feet; thence North 78' 41' 51" East, 75.93 feet; thence North 76' 16' 05" East, 73.08 feet; thence North 60' 20' 31" East, 49.97 feet; thence North 53' 45' 52" East, 43.65 feet; thence North 80' 32' 38" East, 16.68 feet; thence North 77' 18' 31" East, 11.62 feet; thence North 90' 00' 00" East, 16.69 feet; thence North 63' 44' 20" East, 20.03 feet; thence North 51" 17' 25" East, 19.80 feet; thence North 41" 29' 22" East, 29.48 feet; thence North 29' 05' 27" East, 22.01 feet; thence North 12' 08' 34" East, 22.26 feet; thence North 07' 10' 05" West, 36.12 feet; thence North 00' 00' 00" East, 40.58 feet; thence North 13' 25' 36" East, 19.69 feet; thence North 20' 50' 20" East, 24.12 feet; thence North 22' 42' 35" East, 17.62 feet; thence North 26' 34' 53" East, 13.10 feet; thence North 29' 59' 57" East, 21.98 feet; thence North 45' 24' 58" East, 19.20 feet; thence North 45' 01' ..09" East, 37.22 feet; thence North 61' 47' 55" East,. 10.31 feet; thence North 60' 47' 57" East, 15.06 feet; thence North 61' 12' 19" East, 18.00 feet; thence North 60' 55' 10" East, 29.77 feet; thence North 58' 21' 26" East, 21.12 feet; thence North 57' 02' 05" East, 30,55 feet; thence North 62' 19' 03" East, 25.34 feet; thence North 39" 06' 45" East, 33.93 feet; thence North 36' 08' 10" East, 26.37 feet; thence North 23' 13' 24" East, 18.90 feet; thence North 16' 46' 46" East, 12.58 feet; thence North 27' 54' 55" East, 38.67 feet; thence North 20' 34' 14" East, 35.14 feet; thence North 23' 50' 36" East, 31.54 feet; thence North 13' 4.4' 42" East, 35.24 feet; thence North 13' 35' 28" East, 48.63 feet; thence North 15' 45' 40" East, 27.70 feet; thence North 15' 45' 40" East, 27.50 feet; thence North 24' 12' 49" East, 34.33 feet; thence North 12" 27' 28" East, 35.88 feet; thence North 18' 01' 01" East, 27.84 feet; thence North 11' 19' 06" East, 21.96 feet; thence North 21' 34' 49" East, 18.63 feet; thence North 18' 26' 47" East, 9.09 feet; thence North 00' 28' 35" West, 28.63 feet; thence North 02' 51' 52" East, 14.66 feet; thence North 31' 37' 32" East, 11.18 feet; thence North 45' 40' 18" East, 11.55 feet; thence North 51' 40' 14" East, 21.22 feet; thence North 70' 01' 07" East, 28.36 feet; thence North 63' 27' 01" East, 14.22 feet; thence North 36' 16' 19" East, 45.29 feet; thence North 10' 07' 53" East, 41.88 feet; thence North 11' 20' 13" East, 45.61 feet; thence North 13' 08' 33" East, 52.14 feet; thence North 23' 13' 28" East, 1.40 feet to a point to be known as Point "A"; thence South 374' 28' 53" East, 132.04 feet; LEGAL DESCRIPTION CONTRV MD ON SHEET 2 OF 4 NOTES 1. THIS SKETCH AND DESCRIPTION IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, AS BEING NORTH 00'20'16" WEST, PER RIGHT OF WAY PLANS OF THE WEST ORANGE TRAIL. 3. THIS SKETCH AND DESCRIPTION IS FOR PROPOSED CONSERVATION EASEMENTS AND ARE BASED ON THE "OCOEE CROWN POINT PUD PHASE I" ENGINEERING PLANS AS PUBLISHED BY VI-IB ON THIS SURVEY. CERTIFICATION Field By N/A Drown by C A � Checked by JLD Scale 1" 300' I Dote 11/29/2011 Project Title SKETCH & DESCRIPTION OCOEE CROWN POINT VnTLAND I Issued for THE CITY OF OCOEE Project Number 60825.11 I HEREBY STATE THAT THIS SKETCH AND DESCRIPTION IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF; AND THAT THIS SKETCH AND DESCRIPTION MEETS THE MINIMUM TECHNICAL STANDARDS FOR FLORIDA SURVEYORS AND MAPPERS, AS SET FORTH IN CHAPTER 5J17-05 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. For the firm by; /James L. Diorio, P.S.M. Professional Surveyor and Mapper Florida License No. 6397 SHEET 1 OF 2 V'anasse Hangen .Brustlin, Inc. 225 E. Robinson St., Suite 300 Orlando, FL 32801 SEE SHEET 3 AND 4 OF 4 FOR SKETCH 407 839 4006 • FAX 407 839 4008 Licensed Survey Business LB7153 WETLAND 1 LEGAL DESCRIMON CONTMTJED FROM SHEET 1 OF 4 thence South 3D' 32' 25" West, 45.23 feet; thence South 25' 07' 27" West, 251.21 feet; thence South 15' 33' 39" West, 111.32 feet; thence South 00' 26' 05" West, 120.35 feet; thence South 21' 52' 16" West, 95.42 feet; thence South 34' 26' 13" West, 113.75 feet; thence South 55' 48' 10" West, 105.45 feet; thence South 35' 09' 45" West, 142.51 feet; thence South 38' 39' 29" West, 78.17 feet; thence South 20' 51' 18" West, 191.00 feet; thence South 03' 15' 08" West, 121.70 feet; thence South 31' 32' 37" West, 137.96 feet; thence South 04' 49' 05" West, 117.66 feet; thence South 06' 00' 10" West, 156.54 feet; thence South 77' 14' 29" West, 60.78 feet; thence South 07' 37' 22" East, 45.86 feet; thence South 20' 46' 17" West, 63.61 feet; thence South 10' 41' 55" East, 60.63 feet; thence South 07' 28' 42" East, 81.47 feet; thence South 40' 46' 11" West, 55.99 feet; thence South 07' 54' 49" West, 64.22 feet; thence South 01' 19' 34" West, 78.89 feet; thence South 00' 37' 59" West, 84.07 feet; thence South 07' 29' 04" West, 63.83 feet; thence South 15' 40' 37" West, 81.47 feet; thence South 12' 21' 33" West, 49.93 feet; thence South 05' 20' 20" East, 97.88 feet; thence South 21' 06' 03" West, 95.51 feet to the Point of Beginning. Said parcel contains 44.61 acres, more or less. Together with: Commence at the aforementioned Point "A'; thence North 2T 13' 28" East, 16.25 feet to the Point of Beginning; thence North 23' 13' 28" East, 16.25 feet thence North 25' 01' 53" East, 14.91 feet; thence North 45' 01' 09" East, 46.58 feet; thence North 47' 20' 45" East, 106.54 feet; thence North 49' 06' 00" East, 137.31 feet; thence North 49' 06' 00" East, 18.95 feet; thence North 47' 24' 28" East, 22.14 feet; thence North 51' 39' 13" East, 21.01 feet; thence North 56' 01' 26" East, 19.53 feet; thence North 41' 48' 49" East, 35.79 feet; thence North 44' 19' 04" East, 41.23 feet; thence North 41' 05' 04" East, 29.49 feet; thence North 23' 00' 24" East, 17.79 feet; thence North 01' 08' 10" West, 25.91 feet; thence North 15' 15' 54" West, 12.69 feet; thence North 21' 05' 38" West, 12.01 feet; thence North 34' 31' 36" West, 37.81 feet; thence North 19' 26' 30" East, 7.12 feet to a point on said North line of government Lot 2; thence North 89' 55' 25" East along said North line 18.43 feet; thence South 14' 06' 05" West, 3.63 feet; thence South 24' 18' 03" East, 46.42 feet; thence South 34' 26' 59" East, 73.33 feet; thence South 27' 56' 33" East, 42.72 feet; thence South 46' 56' 08" East, 21.50 feet; thence South 14' 00' 51" West, 69.65 feet; thence South 30' 01' 58" West, 114.30 feet; thence South 70' 54' 49" West, 91.31 feet; thence South 48' 45' 59" West, 131.68 feet; thence South 47' 17' 32" West, 109.81 feet; thence South 30' 32' 35" West, 31.94 feet; thence North 47' 25' 58" West, 134.18 feet to the Point of Beginning. Sold parcel contains 1.77 acres, more or less. Total parcels contain 46.38 acres, more or less. Field By N/A Drawn by CAP Checked by JLD Sale V = 300' Dote 11/29/2011 Project Title SKETCH & DESCRIPTION OCOEE CROWN POINT WETLAND I Iss ued for THE CITY OF OCOEE Project Number SHEET 2 D 4 60825.11 - RRF CTTF.F.T 1 ATM'). OF 4 F()R T)Fq('.RTPTTnN AND NO Fq LINE TABLE LI NE BEARING LENGTH LO N34'18'19"E 152.92' L1 N26'34'51"E 110.68' L2 N30'46'03"E 130,01' L3 N31'25'05"E 102.73' L4 N32'30'30"E 128.20' L5 N34'18'22"E 165,90' L6 N46'59'38"E 129.95' L7 N46'59'38"E 144.30' L8 N66'06'54'E 130.96' L9 N68'43'13"E 121.35' L70 N64'36'26"E 101,31' L11 S88'58'57"E 101.191 L12 S8832'35"E 90.25' L13 N77'40'24"E 85.11' L14 N84'10'54"E 60.87' L15 N52'42'52"E 128.58' L16 N37'49'30"E 77.96' L17 N34'4308'E 141.72' L18 N38'49'10"E 121.36' L19 N56'18'04'E 66.68' L20 N51'I8'56"E 53.75' L21 N78'41'51"E 75,93' L22 N76'16'05"E 73.08' L23 N60'20'31"E 49.97' L24 N53'45'52"E 43.65' L25 N80'32'38"E 16.68' L26 N77'18'31"E 11.62' L27 N90'00'00"E 16.69' L28 N63'44'20"E 20.03' L29 N51'17'25"E 19.80' L30 N41'29'22"E 29.48' LINE TABLE LINE BEARING LENGTH LAKE APOPKA Field By N/A Drawn by CAP Checked by J.D Sole V = 300' Date 11/29/2011 Project Title SKETCH & DESCRIPTION OCOEE CROWN POINT WETLAND I Issued for THE CITY OF OCOEE Project Number 60825.11 LINE TABLE LINE BEARING LENGTH L127 S01'19'34"W 78.89' L128 S00'37'59"W 84.07' L129 S07'29'04'W 63.83' L130 S15'40'37"W 81.47' L131 S12'21'33"W 49.93' Li 32 S05'20'20"E 97.88' L133 S21'06'03"W 95.51' 111 1 19 03 _ NORTH LINE, SOUTH 1/2, SE 1/4, SECTION 1, T22S, R27E N89'46'15""E 2616.87' N I N89'46'15"E 31.79' z Flo 0 0 Wlj 0 300 600 P.O.C. WETLAND 1 SCALE IN FEET I SW CORNER, SE 1/4, SECTION 1, T22S, R27E SOUTH LINE, SW 1/4, SECTION 1, T22S, R27E _ SHEET 3 OF 4 SRA SHF,AT ] AND 2 OF 4 FOR DESCRIMON AND NOTES LINE TABLE LINE TABLE LINE TABLE LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH L17 N34'43'08"E 141.72' L72 N63'27'01"E 14.22' 1-111 S34'26'1YW 113.75' L18 N38'49'10"E 121736' L73 N361W19"E 45.29' L112 S55'48'10"W 105.45' L19 N56'18'04"E 66.68 L74 N10'07'53"E 41.88' L113 S35'09'45"W 142.51' L20 N51'18'56"E 53.75' L75 N11'20'13"E 45.61' L114 S38'39'29"W 78.17' L21 N78'41'51"E 75.93' L76 N13'08'33"E 52.14' L115 520'51'18"W 191.00' L22 N76'16'05"E 73.08' 07 N23'13'28"E 1.40' L116 S03'15'08"W 121.70' L23 N60'20'31"E 49.97' L78 N25'01'53"E 14.91' L117 S31'32'37"W 137.96' L24 N53'45'52"E 43.65' L79 N45'01'09"E 46.58' L80 N47'20'45"E 106.54' L81 N49'0WWE 1 137.31' L82 N49'06'00"E 18.95' L83 N47'24'28"E 22.14' L84 N51'39'13"E 21.01' L85 N56'01'26"E 19.53, L86 N41'48'49"E 35.79' 1-87 1 N44'19'04"E 41.23' L08 N41'05'04"E 29.49' L89 N23'00'2411E 17.79' N 23'13'28" E L90 N01'08'10"W 25,91' 12.23' N 23'13'28" E 191 N15'15'54"W 12.69' 16.25' -� L92 N21'O5'38"W 12.01' POINT "A., L77 L93 N34'31'36"W 37.81' P.O.C. A-2 L94 N19'26'30"E 7.12' L95 N89'55'25"E 18.43' L96 514'06'05"W 3.63' L97 S24'18'03"E 46.42' L98 S34'2659"E 73.33' W !G L99 S27'56'33"E 42.72' L6 gyp` L100 S46'56'08"E 21.50' [ L66 L101 S14'00'51"W 69.65' Q Bq L665 L102 S30'01'58"W 114.30' Z C62 L103 S70'54'49"W 91.31' �� L61 L104 S4845'59"W 131.68' c [60 _o L105 S47'1732"W 109.81' 89 L106 S30'32'25"W 31.94' 07 S25'07'27"W 251.21' O L1 L108 S15'33'39"W 111.32' CSS LS6 L109 S00'26'05"W 120.35' 454 L110 S21'S2'161W 95.42' 4S3 0 [Sl L52 LAKE R { <{� 8 (R90 A P 0 P KA ! Q� R <A .7 RO < i5` 4 [ 89 lsz2�i? 36 43 L3S �^ v L34 a 1-33 02 !r, l337 h < O I N <r'�p�9 !?O L25 �yy rn 2 L25 N80'32'38"E 16.68' L26 N77'18'31"E 11.62' L27 N90'00'00"E 16.69' L28 N63'44'20"E 20.03' L29 N51'17'25"E 19,80' L30 N41'29'22"E 29.48' L31 N29'05'27"E 22.01' L32 N12'08'34"E 22.26' L33 NO7'10'05"W 36.12' L34 N00'00'00"E 40.58' L35 N13'25'36"E 19,69' L36 N20'50'20"E 24,12' L37 N224235"E 17.62' L38 N26'34'53"E 13.10' L39 N29'59'57"E 21.98' L40 N45'24'58"E 19.20' L41 N45'01'09"E 37.22' L42 N61'47'55"E 10.31' L43 N60'47'57"E 15.06' L44 N61'12'19"E 18.00' L45 N60'55'10"E 29.77' L46 N58'21'26"E 21.12' L47 N57'02'05"E 30.55' L48 N62'19'03"E 25.34' L49 N39'06'45"E 33.93' L50 N36'08'10"E 26.37' L51 N23'13'24"E 18.90' L52 N16'46'46"E 12.58' L53 N27'54'55"E 38.67' L54 N20'34'14"E 35.14' L55 N23'50'36"E 31.54' L56 N13'44'42"E 35.24' L57 N13'35'28"E 48.63' L58 N1545'40"E 27.70' L59 N15'45'40"E 27.50' L60 N24'12'49"E 34.33' L61 N12'27'28"E 35.88' L62 N18'01'01"E 27.84' L63 N11'19'06"E 21.96' L64 N21'34'49"E 18,63, L65 N18'26'47"E 9.09' L66 NOO'28'35"W 28.63' L67 NO2'51'52"E 14.66' L68 N31'37'32"E 11.18, L69 N45'40'18" E 11.55' L70 N51'40'14"E 21.22' L71 N70'01'07"E 28.36' ,`gyp J v MATCH Lll SEr SHEETI2 3 Field QyN/A CDoAte ecked�by h2D Scale 1" 300' 111 Project Title SKETCH & DESCRIPTION OCOEE CROWN POINT WETLAND I Issued for THE CITY OF OCOEE Project Number 60825.11 L75 L106 L74 N 47'25'58" W 134.18' [�3 S 47'28'53" E 132.04' S 30'32'25" W v 45.23' "--WETLAND 1 NORTH LINE, SE 1/4, SECTION 1, T22S, R27E N89'50'50"E 2612.93' 0 300 600 SCALE IN FEET SHEET 4 OF 4 Vanasse Haugeu Bru, din, Inc. 225 E. Robinson St., Suite 300 Orlando, FL 32801 407 839 4006 • FAX 407 839 4008 Licensed Survey Business LB7153 SEE SHEET 2 OF 2 FOR SKETCH LEGAL DESCRIPTION A parcel of land located in the Northeast quarter and Southeast quarter of Section 1, Township 22 South, Range 27 East, Orange County, Florida. Sold parcel being more particularly described as follows: Commence at the Northeast corner of the Southeast quarter of said Section 1; thence run South 89-50:50" West along the North line of the Southeast quarter, a distance of 2094.42 feet to the Point of Beginning; thence South 35' 09' 45" West, a distance of 123.35 feet; thence South 38' 39' 29" West, a distance of 75.02 feet; thence South 20' 51' 18" West, a distance of 183.22 feet; thence South 03' 15' 08" West, a distance of 124.13 feet; thence South 31' 32' 37" West, a distance of 138.32 feet: thence South 04' 49' 05" West, a distance of 111.98 feet; thence South 06' 00' 10" West, a distance of 174.71 feet; thence South 77' 14' 29" West, a distance of 55.84 feet; thence South 07' 37' 22" East, a distance of 29.33 feet; thence South 20' 46' 17" West, a distance of 62.89 feet; thence South 10' 41' 55" East, a distance of 54.29 feet; thence South 07' 28' 42" East, a distance of 93.37 feet; thence South 40' 46' 11" West, a distance of 59.82 feet; thence South 07' 54' 49" West, a distance of 55.41 feet; thence South 01' 19' 34" West, a distance of 77.30 feet; thence South 00' 37' 59" West, a distance of 85.42 feet; thence South 07' 29' 04" West, a distance of 67.12 feet; thence South 15' 40' 37" West, a distance of 82.54 feet; thence South 12' 21' 33" West, a distance of 45.31 feet; thence South 05' 20' 20" East, a distance of 99,86 feet; thence South 21' 06' 03" West, a distance of 89.84 feet; thence South 89' 46' 15" West, a distance of 26.84 feet; thence North 21' 06' 03" East, a distance of 93.73 feet; thence North 05' 20' 20" West, a distance of 97.88 feet; thence North 12' 21' 33" East, a distance of 49.93 feet; thence North 15' 40' 37" East, a distance of 81,47 feet; thence North 07' 29' 04" East, a distance of 63.83 feet; thence North 00' 37' 59" East, a distance of 84.07 feet; thence North 01' 19' 34" East, a distance of 78.89 feet; thence North 07' 54' 49" East, a distance of 64.22 feet; thence North 40' 46' 11" East, a distance of 55.99 feet; thence North 07' 28' 42" West, a distance of 81.47 feet; thence North 10' 41' 55" West, a distance of 60.63 feet; thence North 20' 46' 17" East, a distance of 63.61 feet; thence North 07' 37' 22" West, a distance of 45.86 feet; thence North 77' 14' 29" East, a distance of 60.78 feet; thence North 06' 00' 10" East, a distance of 156.54 feet; thence North 04' 49' 05" East, a distance of 117.66 feet; thence North 31' 32' 37" East, a distance of 137.96 feet; thence North 03' 15' 08" East, a distance of 121.70 feet; thence North 20' 51' 18" East, a distance of 191.00 feet; thence North 38' 39' 29" East, a distance of 78.17 feet; thence North 35' 09' 45" East, a distance of 142.51 feet; thence North 55' 48' 10" East, 105.45 feet; thence North 34' 26' 13" East, 113.75 feet; thence North 21' 52' 16" East, 95.42 feet; thence North 00' 26' 05" East, 120.35 feet; thence North 15' 33' 39" East, 111.32 feet; thence North 25' 07' 27" East, 251.21 feet; thence North 30' 32' 25" East, 45.23 feet to a point to be known as Point "A"; thence South 47' 28' 53" East, 25.56 feet; thence South 30' 32' 25" West, 38.75 feet; thence South 25' 07' 27" West, 247.94 feet; thence South 15' 33' 39" West, 105.91 feet; thence South DO' 26' 05" West, 121.76 feet; thence South 21' 52' 16" West, 102.91 feet; thence South 34' 26' 13" West, 121.22 feet; thence South 55' 48' 10" West, 105.61 feet; thence South 35' 09' 45" West, 15.37 feet to the Point of Beginning. Said parcel contains 1.58 acres, more or less. Together with: Commence at the aforementioned Point "A", thence North 30' 32' 25" East, 15.56 25" East, 31.94 feet; thence North'47' 17' 32" East, 109.81 feet; thence North 48 East, 91.31 feet; thence North 30' 01' 58" East, 74.76 feet; thence South 49' 06' 79.28 feet; thence South 70' 54' 49" West, 95.73 feet; thence South 48' 45' 59" 105.80 feet; thence South 30' 32' 25" West, 33.58 feet; thence North 47' 25' 58" Sold parcel contains 0.25 acres, more or less. Total parcels contain 1.83 acres, more or less. NOTES feet to the Point of Beginning; thence North 30' 32' 45' 59" East, 131.68 feet; thence North 70' 54' 49" 34" East, 25.46 feet; thence South 30' 01' 58" West, West, 126.46 feet, thence South 47' 17' 32" West, East, 25.56 feet to the Point of Beginning. 1. THIS SKETCH AND DESCRIPTION IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, AS BEING NORTH 00'20'16" WEST, PER RIGHT OF WAY PLANS OF THE WEST ORANGE TRAIL. 3. THIS SKETCH AND DESCRIPTION IS FOR PROPOSED CONSERVATION EASEMENTS AND ARE BASED ON THE "OCOEE CROWN POINT PUD PHASE I" ENGINEERING PLANS AS PUBLISHED BY VHB ON THIS SURVEY. Field ©y N/ A Drown by CAP Checked by JLD 1-1 tiL- CERTIFICATIONScale 1n =300' Dote 02/27/2012 1 HEREBY STATE THAT THIS SKETCH AND DESCRIPTION IS TRUE AND Project Title CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF; AND THAT THIS SKETCH AND DESCRIPTION MEETS THE MINIMUM TECHNICAL SKETCH & DESCRIPTION STANDARDS HD PRDR FOR R7FLORIDA OF THE FLORIDA ADMINISTRATIVE CODE,PERS, AS SET FORTH OCOEE CROWN POINT PUD PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. BUTTER WETLAND I For the firm by; 0<- Issued for -' THE CITE' OF OCOEE mes L. Diorio, P.S.M. rofessional Surveyor and Mapper Project Number Florida License No. 6397 60825.11 SHEET 1 OF 2 SEE SHEET I OF 2 FOR DESCRIPTION AND NOTES e ky, a N 30'32'25' E ego 31.94' h6 P.O.B. B-2 N 30'32'25' E� / 15.56' h "A" / POINT L45 P.O.C. 8-2 / N 47'25'58' W O 25.56' O i -4;� S 47'28'53" E N 25.56' 5 30'32'25" W on 38.75' W i W LL- r O - J / / Q U / / h V) / 90 / �h0 O tiP / V6 ss,so'»'w � L61 V T P.O.B. B_1 MM 2 21'4. E P O CAB �/ �Q) SC1KYi i, 7-22-S R-22-E rmxo �w a, uo tiw.�c �o N ^ N_ - n h v Legend & Abbreviations v P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF N COMMENCEMENT N � L20 LINE TABLE LINE TABLE LINE BEARING LENGTH LINE BEARING LENGTH Li S35'09'45"IV 123.35' L31 NID'41'5 %V 60.63' L2 S38'39'29'IV 75.02' L32 N20'46'17'E 63.61' 1.3 S03'15'08'1'1 124.13' L33 N07'37'22"W 45.86' L4 S31'32'37'1V 13B.32' L34 N77'14'29'E 60.78' L5 SO4'49'05'W 111.98' L35 N04'49'05"E 117.66' 1-6 S7714'29W 55.84' L36 N31'32'37`E 137.96' L7 S07'37'22'E 29.33' L37 NO3'15'08'E 121.70' L8 S20'46'17'Vf 62.89' L3B N38'39'29"E 78.17' L9 S10'41'55"E 54.29' L39 N35'09'45'E 142.51' L10 S07'28'42"E 93.37' L40 N55'48'10'E 105.45' L11 S4D'46'11'W 59.82' L41 N34'26'13-E 113.75' L12 S07'54'49'W 55.41' L42 N21'52'16"E 95.42' L13 SO1'19'34'W 77.30' L43 N00'26'05"E 120.35' L14 SO0'37591V 85.42' L44 N1533'39 E 111.32' L15 S07'29'04"W 67.12' L45 N30'32'25'E 45.23' L16 S15'40'37"1V 82.54' L46 N47'17'32'E 109.81' L17 S12'21'33'W 45.31' L47 N48'45'59"E 131.68' L18 SO5'20'20'E 99.86' L48 N70'54'49'E 91.31' L19 S21'06'03'W 89.84' L49 N30'01'58"E 74.76' L20 S89'46'15'W 26.84' L50 S49'06'34'E _ 25.46' L21 N21'06'03'E 93.73' 1-51 S30'01'58'W 79.28' L22 N05'20'20'W 97.88' L52 S70'54'49'W 95.73' L23 112'21'33-E___ 49.93' L53 S48'4559"W 126.46' L24 N15'40'37'E 81.47' L54 S47'17'32'W 105.80' L25 N07'29'04'E 63.83' L55 S30'32'25'W 33.58' L26 NOD'37'59'E 84.07' L56 S15'33'39'W 105,91' L27 NOI'19'34'E 78.89' L57 SOO'26'05'V! 121.76' L28 N07'54'49'E 64.22' L58 S21'52'16'W 102.91' L29 N4D'46'ti"E 55.99' L59 S34'26'13-W 121.22' L30 N07'28'42"1Y 81.47' L60 55548'10 W 105.61' L61 S35'09'45'W 15.37' Field F N/ A Drawn by CAP Checked by �D Scale 1" Date = 300' 02/27/2012 Project Title SKETCH & DESCRIPTION OCOEE CROWN POINT PUD BUFFER WETLAND 1 Issued for THE CITY OF OCOEE Project Number SHEET�_0F 2 6Q825.11 vim Vanasse Hangen Brustlin, Inc. 225 E. Robinson St., Suite 300 Orlando, FL 32801 407 839 4006 • FAX 407 839 4008 Licensed Survey Business LB7153 SEE SHEET 2 OF 3 FOR DESCRIPUON SEE SHEET 3 OF 3 FOR SKETCH NOTES 1. THIS SKETCH AND DESCRIPTION IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, AS BEING NORTH 00°20'16" WEST, PER RIGHT OF WAY PLANS OF THE WEST ORANGE TRAIL. 3. THIS SKETCH AND DESCRIPTION IS FOR PROPOSED CONSERVATION EASEMENTS AND ARE BASED ON THE "OCOEE CROWN POINT PUD PHASE I" ENGINEERING PLANS AS PUBLISHED BY VHB ON THIS SURVEY_ CERTIFICATION Field By N/A Drawn by BKH Checked by RJJ Scale V = 200, 1 Dote 07/2.2/03 Project Title SKETCH & DESCRIPTION OCOEE CROWN POINT PUD CONSERVATION PARCEL, 3 Issued for THE CITY OF OCOEE I HEREBY STATE THAT THIS SKETCH AND DESCRIPTION IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF; AND THAT THIS SKETCH AND DESCRIPTION MEETS THE MINIMUM TECHNICAL STANDARDS FOR FLORIDA SURVEYORS AND MAPPERS, AS SET FORTH IN CHAPTER 61C-17 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. For the firm by; James L. Diorio, P.S.M. Professional Surveyor and Mapper Project Number Florida License No. 6397 60825.02 SHEET 1 OF 3 Vanasse Mangen Brnstlin, Inc. 225 E. Robinson St., Suite 300 SEE SHEET 1 OF 3 FOR NOTES Orlando, FL 32801 SEE SHEET 3 OF 3 FOR SKETCH 407 839 4006 • FAX 407 839 4008 Licensed Survey Business LB7153 LEGAL DESCRIPTION A parcel of land located in the Northwest quarter of Section 6, Township 22 South, Range 28 East, and the Northeast quarter of Section 1, Township 22 South, Range 27 East, Orange County, Florida. Said parcel being more particularly described as follows: Commence at the Southwest corner of the Northwest quarter of said Section 6; thence run North 00'19'50" West along the West line of said Northwest quarter, a distance of 144.09 feet to the Point of Beginning; thence leaving said West line run North 85' 29' 3B" West, a distance of 28.52 feet; thence North 89' 25' 05" West, a distance of 26.88 feet; thence North 78' 19' 47" West, a distance of 34.77 feet; thence North 85' 31' 19" West, a distance of 49.81 feet; thence North 47' 06' 22" West, a distance of 72.48 feet; thence North 73' 50' 57" West, a distance of 67.56 feet; thence South 79' 31' 31" West, a distance of 64.39 feet; thence South 73' 17' 08" West, a distance of 78.13 feet; thence South 18' 23' 08" West, a distance of 82.92 feet; thence South 53' 27' 33" West, a distance of 101.79 feet; thence North 71' 43' 52" West, a distance of 42.59 feet; thence North 59' 02' 36" West, a distance of 13.68 feet to a point on a non -tangent curve concave Westerly, having a radius of 100.00 feet, a chord bearing of South 21'21'46" East, and a chord distance of 85.74 feet; thence run Northwesterly along the arc of said curve through a central angle 50' 46' 21", a distance of 88.61 feet to the point of tangency, thence leaving said curve run North 04' 01' 25" East, a distance of 49.41 feet; thence North 03' 59' 39" East, a distance of 43.37 feet; thence North 00' 20' 41" East, a distance of 34.08 feet to a point on a non -tangent curve concave Westerly, having a radius of 325.00 feet, a chord bearing of North 06'22'49" West, and a chord distance of 42.16 feet; thence run Northerly along the arc of said curve through a central angle of 7' 26' 19", a distance of 42.19 feet; thence leaving said curve run North 02' 47' 41" West, a distance of 29.06 feet; thence North 00' 34' 55" East, a distance of 75.16 feet; thence North 06' 11' 25" West, a distance of 59.01 feet; thence North 06' 18' 04" West, a distance of 87.84 feet; thence North 54' 36' 15" West, a distance of 42.39 feet; thence North 07' 21' 48" West, a distance of 114.60 feet; thence North 43' 10' 13" West, a distance of 93.87 feet; thence North 40' 36' 57" West, a distance of 108.03 feet; thence North 36' 38' 56" West, a distance of 47.55 feet; thence North 35' 09' 19" West, a distance of 113.20 feet; thence North 68' 13' 03" West, a distance of 78.04 feet; thence North 88' 07' 05" West, a distance of 71.95 feet; thence North 70' 33' 33" West, a distance of 127.32 feet; thence North 70' 11' 31" West, a distance of 56.35 feet; thence North 19' 33' 09" East, a distance of 25.00 feet; thence South 70' 11' 31" East, a distance of 56.39 feet; thence South 70' 33' 33" East, a distance of 123.38 feet; thence South 88' 07' 05" East, a distance of 72.48 feet; thence South 68' 13' 03" East, a distance of 89.84 feet; thence South 35' 09' 19" East, a distance of 120.29 feet; thence South 36' 38' 56" East, a distance of 46.35 feet; thence South 40' 36' 57" East, a distance of 106.61 feet; thence South 43' 10' 13" East, a distance of 101.39 feet; thence South 07' 21' 48" East, a distance of 111.74 feet; thence South 54' 36' 15" East, a distance of 42.67 feet; thence South 06' 18' 04" East, a distance of 99.07 feet; thence South 06' 11' 25" East, a distance of 60.51 feet; thence South 00' 34' 55" West, a distance of 75.90 feet; thence South 02' 47' 41" East, a distance of 55.64 feet; thence South 15' 07' 42" East, a distance of 77,26 feet; thence South 36' 39' 36" West, a distance of 66.52 feet; thence South 14' 40' 10" East, a distance of 63.45 feet; thence South 59' 02' 36" East, a distance of 33.37 feet; thence South 71' 43' 52" East, a distance of 26.85 feet; thence North 53' 27' 33" East, a distance of 82.56 feet; thence North 25' 18' 43" Fast, a distance of 82.72 feet; thence North 73' 17' 08" East, a distance of 85.62 feet; thence North 79' 31' 31" East, a distance of 67.60 feet; thence South 82' 21' 42" East, a distance of 75.28 feet; thence South 55' 02' 09" East, a distance of 68.33 feet; thence South 85' 31' 19" East, a distance of 42.47 feet; thence South 78' 19' 47" East, a distance of 49.62 feet; thence South 89' 09' 54" East, a distance of 77.88 feet; thence North 81' 20' 52" East, a distance of 41.41 feet; thence North 74' 51' 26" East, a distance of 66.76 feet; thence North 74' 46' 23" East, a distance of 57.52 feet; thence South 79' 06' 27" East, a distance of 107.63 feet; thence South 74' 48' 08" East, a distance of 63.50 feet; thence South 76' 37' 29" East, a distance of 56.69 feet; thence South 54' 52' 21" East, a distance of 72.87 feet; thence South 24' 24' 52" East, a distance of 48.98 feet; thence South 61' 01' 12" East, a distance of 44.16 feet; thence South 40' 05' 25" West, a distance of 25.48 feet; thence North 61' 01' 12" West, a distance of 47.52 feet; thence North 24' 24' 52" West, a distance of 50.44 feet; thence North 54' 52' 21" West, a distance of 61.26 feet; thence North 76' 37' 29" West, a distance of 52.28 feet; thence North 74' 48' 08" West, a distance of 62.96 feet; thence North 79' 06' 27" West, a distance of 101.04 feet; thence South 74' 42' 00" West, a distance of 51.60 feet; thence South 74' 51' 26" West, a distance of 68.19 feet; thence South 69' 00' 50" West, a distance of 46.81 feet; thence North 89' 09' 54" West, a distance of 24.25 feet; thence North 85' 29' 38" West, a distance of 20.2.4 feet to the Point of Beginning. Said parcel contains 64,787 sq.ft. or 1.49 acres, more or less. P: \6082502\docs\VARIOUS\legals\conserve 3.doc Field By NI I Drawn by BM Checked by PJJ Scale In = 200' Date 07/22/03 Project Title SKETCH & DESCRIPTION OCOEE CROWN POINT PUD CONSERVATION PARCEL 3 Issued for TEE CITY OF OCOEE Project Number 60825.02 SHEET 2 OF 3 SEE SHEET I OF 3 FOR NOTES SEE SHEET 2 OF 3 FOR DESCRIYTTON 4,70 l70s Q00 006 \ �� I � I 9 h `� n - I r r _ cD O !9 lJU1 ' N r .p N W W O z O - o N �J rn W J v U Q eo rn °0 U O N b1 LINE TABLE LINE LENGTH BEARING L54 20.24' S85.29'38'E L55 24.25' S89'09'54'E L56 46.81' N69'00'50'E L57 68.19' N74'51'26'E L58 51,60' N74'42'00'E L59 101.04, S79'06'27'E L60 62.96' S74'48'08'E 161 52.28' S76'37'29'E L62 61,26' S54.52'21'E L63 30,44' S24 24'52_'E L64 47.52' S61'01'12'E L65 25.48' N40'05'26'E L66 44.16' N61.01'12'W L67 48.98' N24'24'52'W L68 72.87' N54'52'21'W L69 56.69' N76'37'29'W L70 63.50' N74'4B'OB'W L71 107.63' N79'06'27'W L72 57.52' S74'46'23'W L73 66.76' S74'51'26'W L74 41.41' SBI'20'52'W L75 77.88' N89'09'54'W L76 49.62' N78'19'47'W L77 4i .47' N85'31'19'W L78 68.33' N55'02'09'W L79 75.28' N82'21'42'W LBO 67.60' S79'31'31'W L81 85.62' S73'17'08'W L82 82.72' S25'1B'43'W L83 82,56' S53.27'33'W L84 26.85' N71'43'52'W L85 _ 33.37' N59'02'36'W L86 63.45' N14.40'10'W L87 66.52' N36.39'36'E_ L88 77,26' N15'0T42'W LB9 55.64' NO2'47'41'W L90 75,90' N00'34'55'E L91 60,51' N06'11'25'W L92 99,07' N06.18'04'W L93 42.67' N54.36'15'W L94 111.74' N07'21'4B'W L81LBO���9 126 j c4 !ems V gay v>6 8 l,2��72 L�2� 0294 Q3 J C1 Field 6y A Drawn by BK_H Checked by i�.l n TJ Scale 1V ti Date 1" = 200' 07/22/03 Project Title SKETCH & DESCRIPTION OCOEE CROWN POINT KID CONSERVATION PARCEL 3 Issued for THE CITY OF OCOEE Project Number 60825.02 LINE TABLE LINE L95 LENGTH 101.39' BEARING N43'10'13'W L96 MAI' N40.36'57'W L97 46,35' N36.38'56'W L98 120.29' N35'09'19'W L99 89,84' N68'13103'W 1-I00 72,48' NBB'07'05'W L101 123.38' N70'33'33'W L102 56.39' N70'11'31'W L103 25.00' S19'33'09'W LI04 56.35' S70'11'31'E LI05 127.32' S70.33'33'E L106 71.95' S68'07'05'E L107 78.04' S68'13'03'E 1106 113,20, S35'09'19'E L109 47.55' S36'38'56'E L110 108.03' S40'36'57'E LI11 93,87' S43'10'13'E L112 114.60' S07'21'48'E L113 42,39' S54'36'15'E L114 87.84' SO6'I8'04'E L115 59.01' S06'11'25'E L116 75,16' S00'34'55'W L117 29.06' S02'47'41'E L118 34.08' S00'20'41'W L119 43,37' S03.59'39'W L120 49.41' SO4'01'25'W L121 13.68' S59'02'36'E L122 42.59' S71'43'52'E L123 101.79, N53'27'33'E L124 82,92' N18'23'08'E L125 78.13' N73'17'09'E L126 64.39' N79'31'31'E L127 67.56' S73'50'57'E L126 72,48' S47'06'22'E L129 49.81' S85'31'19'E L130 34,77' S78.19'47'E L131 26,88' S89'25'05'E L132 28.52' S85'29'38'E �IATEN BRANCH 74 L73 L72 1 SEC 71nEST CggNfR 1 FE.Qlay 6. NORTyB£ST114, 4 X¢• CM, R 2 11 4 _..� NN 6-R I 1 Legend & Abbreviations P.R.M. = PERMANENT REFERENCE CM = CONCRETE MONUMENT MONUMENT P.B. = PLAT BOOK P.O.C. = POINT ON CURVE PG. = PAGE P.C. = POINT OF CURVATURE R = RADIUS P.R.C. = POINT OF REVERSE L = ARC LENGTH CURVATURE A = CENTRAL ANGLE P.C.C. = POINT OF COMPOUND R/W = RIGHT-OF-WAY CURVATURE P.O.C. = POINT OF P.T. = POINT OF TANGENCY COMMENCEMENT P.I. = POINT OF INTERSECTION P.O.B. = POINT OF BEGINNING P.C.P. = PERMANENT CONTROL . = SET 5/8" IRON ROD & POINT CAP LB7153 P.O.L. = POINT ON LINE o = SET NAIL AND DISK CB = CHORD BEARING LB7153 CM = CONCRETE MONUMENT SHEET 3 OF 3 Vanasse Hangen Brustlin, Inc. 225 E. Robinson St., Suite 300 Orlando, FL 32801 SEE SHEET 3 AND 4 OF 4 FOR SKETCH 407 839 4006 • FAX 407 839 4008 Licensed Survey Business LB7153 LEGAL DESCRIPTION WETLAND 1 (STATEN BRANCH) A parcel of land located in the Southwest quarter of Section 6, Township 22 South, Range 28 East, Orange County, Florida. Said parcel being more particularly described as follows: Commence at the intersection of the Westerly right of way of Ocoee -Apopka Road, (County Road 437) and the Northerly right of way of the West Orange Trail, said point being on a non -tangent curve concave Easterly, having a radius of 2351.83 feet, a chord bearing of North 0851'18" East, and a chord distance of 341.43 feet; thence Northerly along the are of said curve, also being said right of way, through a central angle of 0819'31", a distance of 341.73 feet to the Point of Beginning; thence leaving said curve run North 80° 08' 56" West, a distance of 74.39 feet; thence North 80° 08' 56" West, a distance of 59.73 feet; thence North 72° 44' 14" West, a distance of 47.40 feet; thence North 84' 11' 09" West, a distance of 33.89 feet; thence North 80' 04' 10" West, a distance of 79.45 feet; thence North 87' 14' 35" West, a distance of 36.13 feet; thence North 84' 45' 44" West, a distance of 53.70 feet; thence South 82° 19' 12" West, a distance of 40.21 feet; thence North 85° 26' 41" West, a distance of 51.81 feet; thence North 72° 24' 39" West, a distance of 56.14 feet; thence North 67' 46' 36" West, a distance of 48.28 feet; thence North 66' 23' 09" West, a distance of 43.50 feet; thence North 46` 41' 54" West, a distance of 67.26 feet; thence North 75` 16' 42" West, a distance of 51.73 feet; thence North 31' 26' 04" West, a distance of 69.99 feet; thence North 32° 14' 46" West, a distance of 50.38 feet; thence North 49° 12' 45" West, a distance of 72.19 feet; thence North 42° 47' 18" West, a distance of 67.80 feet; thence North 36° 27' 55" West, a distance of 57.50 feet; thence North 44° 57' 55" West, a distance of 119.80 feet; thence North 81° 34' 00" West, a distance of 66.61 feet; thence North 61" 38' 55" West, a distance of 95.97 feet; thence North 44` 52' 16" West, a distance of 61.03 feet; thence North 38° 47' 56" West, a distance of 81.28 feet; thence North 61' 01' 12" West, a distance of 44.16 feet; thence North 24` 24' 52" West, a distance of 48.98 feet; thence North 54' 52' 21" West, a distance of 72.87 feet; thence North 76° 37' 29" West, a distance of 56.69 feet; thence North 74' 48' 08" West, a distance of 63.50 feet; thence North 79` 06' 27" West, a distance of 107.63 feet; thence South 74' 46' 23" West, a distance of 57.52 feet; thence South 74` 51' 26" West, a distance of 66.76 feet; thence South 81' 20' 52" West, a distance of 41.41 feet; thence North 89° 09' 54" West, a distance of 77.88 feet; thence North 78' 19' 47" West, a distance of 49.62 feet; thence North 85° 31' 19" West, a distance of 42.47 feet; thence North 55' 02' 09" West, a distance of 68.33 feet; thence North 82° 21' 42" West, a distance of 75.28 feet; thence South 79° 31' 31" West, a distance of 67.60 feet; thence South 73' 17' 08" West, a distance of 85.62 feet; thence South 25° 18' 43" West, a distance of 82.72 feet; thence South 53` 27' 33" West, a distance of 82.56 feet; thence North 71° 43' 52" West, a distance of 26.85 feet; thence North 59° 02' 36" West, ❑ distance of 33.37 feet; thence North 14° 40' 10" West, a distance of 63.45 feet; thence North 36° 39' 36" East, a distance of 66.52 feet; thence North 15' 07' 42" West, a distance of 77.26 feet; thence North 02° 47' 41" West, a distance of 55.64 feet; thence North 00` 34' 55" East, a distance of 75.90 feet; thence North 06° 11' 25" West, a distance of 60.51 feet; thence North 06° 18' 04" West, a distance of 99.07 feet; thence North 54° 36' 15" West, a distance of 42.67 feet; thence North 07° 21' 48" West, a distance of 111.74 feet; thence North 43° 10' 13" West, LEGAL CONTINUED ON SHEET 2 OF 4 NOTES 1. THIS SKETCH AND DESCRIPTION IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, AS BEING NORTH 00°20'16" WEST, PER RIGHT OF WAY PLANS OF THE WEST ORANGE TRAIL. 3. THIS SKETCH AND DESCRIPTION IS FOR PROPOSED CONSERVATION EASEMENTS AND ARE BASED ON THE "OCOEE CROWN POINT PUD PHASE I" ENGINEERING PLANS AS PUBLISHED BY VHB ON THIS SURVEY. CERTIFICATION Field By N/A Drawn by CAP Checked by JLD Scale 1" = 300' 1 Date 11/29/2011 Project Title SKETCH & DESCRIPTION OCOEE CROWN POINT I HEREBY STATE THAT THIS SKETCH AND DESCRIPTION IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF; AND THAT THIS SKETCH AND DESCRIPTION MEETS THE MINIMUM TECHNICAL STANDARDS FOR FLORIDA SURVEYORS AND MAPPERS, AS SET FORTH IN CHAPTER 61G-17 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. WETLAND 1 (STATEN BRANCH) For the firm by; Issued for THE CITY OF OCOEE Project Number 60825.11 James L. Diorio, P.S.M. Professional Surveyor and Mapper Florida License No. 6397 SHEET 1 OF 4 Vanasse Hangen Brustlin, Inc. 225 E. Robinson St., Suite 300 SEE SHEET 3 AND 4 OF 4 FOR SKETCH Orlando, FL 32801 407 839 4006 • FAX 407 839 4008 Licensed Survey Business LB7153 LEGAL DESCRIPTION CONTINUED FROM SHEET 1 a distance of 101.39 feet; thence North 40° 36' 57" West, a distance of 106.61 feet; thence North 36" 38' 56" West, a distance of 46.35 feet; thence North 35' 09' 19" West, a distance of 120.29 feet; thence North 68° 13' 03" West, a distance of 89.84 feet; thence North 88' 07' 05" West, a distance of 72.48 feet; thence North 70' 33' 33" West, a distance of 123.38 feet; thence North 70' 11' 31" West, a distance of 74.85 feet; thence North 71° 05' 39" West, a distance of 5.77 feet; thence North 32' 39' 16" West, a distance of 68.86 feet; thence North 38' 17' 50" West, a distance of 86.71 feet; thence South 51' 07' 31" West, a distance of 75.12 feet; thence North 43° 50' 53" West, a distance of 13.93 feet; thence North 39` 13' 42" West, a distance of 98.32 feet; thence North 43` 51' 41" West, a distance of 48.96 feet; thence North 29` 55' 33" West, a distance of 3.09 feet to the North line of Government Lot 2; thence North 89' 55' 25" East along said North line a distance of 335.79 feet to the centerline of a stream or branch known as Staten's Branch; thence leaving said North line, run the following courses and distances along said centerline South 38° 13' 36" East, 238.67 feet; thence North 90` 00' 00" East, 64.87 feet; thence South 54' 46' 49" East, 225.27 feet; thence South 24° 43' 30" East, 27.63 feet; thence South 45' 47' 39" East, 101.78 feet; thence South 48" 19' 04" East, 79,32 feet; thence South 01° 34' 34" West, 209.65 feet; thence South 22' 21' 56" East, 149.03 feet; thence South 42' 20' 54" East, 60.01 feet; thence South 33° 02' 27" East, 69.78 feet; thence South 74' 14' 22" East, 36.29 feet; thence South 89° 43' 36" East, 39.27 feet; thence South 66` 43' 39" East, 59.17 feet; thence South 52' 02' 41" East, 127.26 feet; thence South 75' 43' 27" East, 80.19 feet; thence South 50' 05' 14" East, 73.65 feet; thence North 82` 56' 49" East, 168.76 feet; thence North 82' 16' 16" East, 171.75 feet; thence South 56` 49' 09" East, 81.39 feet; thence South 71° 50' 14" East, 71.03 feet; thence South 68° 01' 37" East, 79.41 feet; thence South 71' 44' 47" East, 67.80 feet; thence South 59° 31' 13" East, 47.64 feet; thence South 34` 47' 35" East, 66.27 feet; thence South 40" 55' 03" East, 124.79 feet; thence South 63° 36' 28" East, 45.26 feet; thence South 54° 17' 59" East, 83.35 feet; thence South 73° 37' 35" East, 71.00 feet; thence South 35` 17' 09" East, 87.84 feet; thence South 42° 59' 16" East, 99.02 feet; thence South 48° 09' 30" East, 106.31 feet; thence South 50' 22' 53" East, 99.34 feet; thence South 51° 50' 28" East, 79.39 feet; thence South 58° 44' 26" East, 115.46 feet; thence South 73° 29' 08" East, 43.87 feet; thence South 88° 00' 00" East, 42.47 feet; thence North 89° 05' 45" East, 62.27 feet; thence South 82` 19' 04" East, 43.58 feet; thence South 78° 20' 00" East, 71.22 feet; thence South 89` 09' 31" East, 64.56 feet; thence North 83° 17' 07" East, 90.41 feet; thence North 72° 23' 02" East, 64.33 feet; thence North 63° 02' 35" East, 40.91 feet; thence North 67' 40' 12" East, 15.66 feet to a point on the aforesaid right of way of Ocoee -Apopka Road; said point also being on a non -tangent curve concave Easterly, having a radius of 2351.83, a chord bearing of South 1436'39" West, and a chord distance of 130.78 feet; thence run southerly along the arc of said curve, also being said right of way, through a central angle of 3` 11' 11", a distance of 130.79 feet to the Point of Beginning. Said parcel contains 6.50 acres, more or less Field By N/ AtiDrawn by CAP Checked by JLD Scale 1"=300' 1 Date 11/29/2011 Project Title SKETCH & DESCRIPTION OCOEE CROWN POINT WETLAND 1 (STATEN BRANCH) Issued for THE CITY OF OCOEE Project Number 60825.11 SHEET 2 of 4 1 AND 2 OF 4 FOR DESCRIPTION AND NOTES LINE TABLE LINE TABLE 11 LINE TABLE ILINEI BEARING FLENGTH]ILINEI BEARING LENGTHILINEI BEARING ILENGTHI N79'0627W 107 L69 574'46'23"W 57. G7y O 1 L70 S74'51'26"W 1 66. H 1 W [t] fx+ 7+ 149 C'S , • N8217'11fi716 E 7 L76 L pN82'S6 L5?< 168. L71 C69 n L4L73 L7 �0 ,r_ CURVE TABLE URVELENGTH RADIUS CENTRAL ANGLE CHORD BEARING CHORD IDISTANCE C7 130.79'2351.83' 3'11'11" S14'36'39"W 13078' !'sT�1 \ LINE, SW 1 /4, SECTION 6, T22S, R28E P.O.B. .0 46J �/ NORTH _ WETLAND 1— L62 ! �- - � � N86'38�49'�E 2727.84' N 38'47'56" W \ 62.1 N 44'S2'16" W 6 C'Sg 61.03' N 61'38'55" W �60 0 C<0 48.02L59 POINT '"A" P.O.C. WETLAND 1-1 C 4 X 4 CONC. MON. Sslssls MEANDER LINE #2 w WITH IRON ROD, NO I.D. N NE CORNER, SE 1 /4, W I W SECTION 1, T22S, R27E LSz L166 L770 ��� '6 00 N 1 <g0L49 C1g7 L169 L771 L172 L173 �C1 C14 N L48 L47 L46L45L44 L43 L42 L41 Lag r- I L40 O ry ry P.O.B. U 0 1 WETLAND 1 U I N i R=2351.83' L-341.73' Q Uw APPROXIMATE LOCATION O �=8'1931" N � I FLORIDA POWER COMPANY CB=S08.51'18"w QL- d- N 10� N EASEMENT CH=341.43' Q Y I N O.R.B. 3005, P. 118 P.O.C. � cavil ~ WETLAND 1 U ~ --------------------------- -- n LJ z -- / 1 r / IJ I W Q 0 300 600 O AU o SCALE IN FEET RP��E Legend &Abbreviations I l I Field By Drawn by Checked by P.R.M. = PERMANENT REFERENCE CM = CONCRETE MONUMENT N/A CAP JLD MONUMENT P.B. = PLAT BOOK Scale 1" = 300' Date 11/29/2011 P.O.C. = POINT ON CURVE PG. = PAGE P.C. = POINT OF CURVATURE R = RADIUS Project Title P.R.C. — POINT OF REVERSE L = ARC LENGTH SKETCH & DESCRIPTION CURVATURE A = CENTRAL ANGLE P.C.C. = POINT OF COMPOUND R/W = RIGHT—OF—WAY OCOEE CROWN POINT CURVATURE P.O.C. = POINT OF WETLAND 1 STATEN BRANCH P.T. = POINT OF TANGENCY COMMENCEMENT P.I. = POINT OF INTERSECTION P.O.B. = POINT OF BEGINNING Issued for P.C.P. = PERMANENT CONTROL . = SET 5/8" IRON ROD & THE CITY OF OCOEE POINT CAP LB7153 P.O.L. = POINT ON LINE 0 = SET NAIL AND DISK Project Number CB = CHORD BEARING LB7153 SHEET 3 of a 60825.11 SEE SHEET 1 AND 2 OF 4 FOR DESCRIPTION AND NOTES N89'55'25"E 3�5.79' F1 L105 L104 N89°55'25"E 2603.71 ' v L1o3 N43'50'53""W ems, o t, 13.93' 2 '�- NORTH LINE, GOVERNMENT LOT #2 02 s. \ UD r !, -100 F S90'00'00"E ci Z Im 64.87' 9 1 m SSA.\ I z WESTYN BAY PHASE 1 `9g `98 L97 (9�?S4649- 5227630E m PLAT BOOK 54, PAGE 29 2,. F S51'07'31"W S4101.78 "E 101.78 75.1 2 < J �9A F8j \ I71 > 9 N (9 O o � N N � N N w01: R �4 LTI s� L147 \ m C746 C148Ss20 l 0 300 600 m 26- FL149 �\ C L77 L76 <7`sON82'56'49"E N82'16'16''E <,S L78 <, 171.75' 53 SCALE IN FEET �� L74 L736 68i2 Vt Lj0 L69 L68 cs,i66�<e054('SST9% \ < S 8a° P.0.B. `� (ss �Ss NORTH LINE, SE 1/4, SECTION 1, T22S, R27E `8l _ WETLAND 1- Lsz� N 38'47"56" N89°50'50"E 2612.93' - - - - - - 62.1?' LINE TABLE LINE TABLE LINE TABLE LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH L57 N36'27'55"W 57.50' L80 S532733"W 82.56' L103 N39'13'42"W 98.32' L58 N44'57'55"W 119,80' L81 N71'43'52"W 26.85 L104 N43'51'41"W 48.96' L59 N81'34'00"W 6661' L82 N59'02'36"W 3337' L105 N29'55'33"W 3.09' L60 N61'38'55"W 95.97' L83 N14'40'10"W 63.45' L144 S42'20'54"E 60 01' L61 N44'52'16"W 61 03' L84 N36-39'36"E 66.52' L145 S33'02'27"E 69 78' L62 N38'47'56"W 81 28' L85 N15'07'42"W 77.26' L145 S74'14'22"E 36.29' L63 N61'01'12"W 44.16' L86 NO2'47'41"W 55 64' L147 S89'43'36"E 39 27' L64 N24'24'52"W 4898' L87 N00'34'55"E 75.90' L748 S66-43'39"E 59.17' L65 N54'52'21"W 72.87' L88 N06'11'25"W 60 51' L149 S75'43'27"E 80.19, L66 N76'37'29"W 56.69' L89 NO6'18'04"W"W 99.07' L150 S50'05'14"E 73.65' L67 N74'48'08"W 63 50' L90 N5436'15 42 67' L151 556'49'09"E 81.39' L68 N79'06'27"W 107.63' L91 N07'21'48"W 111.74' L152 S71'50'14"E 7103' L69 S74'46'23"W 57.52' L92 N43-10'13"W 101.39' L153 S68'01'37"E 79.41' L70 S74'51'26"W 66 76' L93 N40'36'57"W 106 61' L154 S71'44'47"E 67.80' L71 S81'20'52"W 41 41' L94 N36'38'56"W 46 35' L155 S59-31'13"E 47.64' L72 N89'09'54"W 77.88' L95 N35'09'19"W 120.29' L156 S34-47'35"E 66.27' L73 N78'19'47"W 49.62' L96 N68'13'03"W 89 84' L157 S40'55'03"E 124.79' L74 N85'31'1WV 42.47' L97 N88'0705'W 72.48' L158 S6336'28E 45.26' L75 N55'02'09"W 68 33' L98 N70'3333W 123.38' L159 S54'17'59"E 83 35' L76 N82'21'42"W 7528' L99 N70'11'31"W 7485' L160 S73'37'35"E 71.00' L77 579'31'31"W 67.60' L100 N71'05'39"W 5.77' Li 61 S35'17'09"E 8784' L78 S73'17'08"W 8562' L101 N32'39'16"W 6886' N 44 5z 1 � W S9 61.03 ( N 61'38'S5'" W 60 48.02' L59 /l 0 1. POINT "A" (SA t P.O.C. WETLAND 1-1 44 Q M � w 4 X 4 CONC. MON. WITH IRON ROD, NO I.D. NE CORNER, SE 1/4, W SECTION 1, T22S, R27E uo2 Legend & Abbreviations L79 525'18'43W 62:7r N38'1T50'W 66.7,' P.R.M. = PERMANENT REFERENCE CM = CONCRETE MONUMENT Field By N/A Drawn by CAP checked by JLD MONUMENT P.B. = PLAT BOOK Scale 1" = 300' Date 11/29/2011 P.O.C. = POINT ON CURVE PG. = PAGE P.C. = POINT OF CURVATURE R = RADIUS Project Title P.R.C. = POINT OF REVERSE L = ARC LENGTH SKETCH & DESCRIPTION CURVATURE A = CENTRAL ANGLE P.C.C. = POINT OF COMPOUND R/W = RIGHT-OF-WAY OCOEE CROWN POINT CURVATURE P.O.C. = POINT OF WETLAND I (STATEN BRANCH) P.T. = POINT OF TANGENCY COMMENCEMENT P.I. = POINT OF INTERSECTION P.O.B. = POINT OF BEGINNING Issued for P.C.P. = PERMANENT CONTROL • = SET 5/8" IRON ROD & THE CITY OF OCOEE POINT CAP LB7153 P.O.L. = POINT ON LINE o = SET NAIL AND DISK Project Number 60825.11 CB = CHORD BEARING LB7153 SHEET 4 OF 4 Vanasse Hangen Brustlin, Inc. 225 E. Robinson St., Suite 300 SEE SHEET 2 OF 2 FOR SKETCH Orlando, FL 32801 407 839 4006 • FAX 407 839 4008 Licensed Survey Business LB7153 LEGAL DESCRIPTION A parcel of land located in the Southwest quarter of Section 6, Township 22 South, Range 28 East, Orange County, Florida. Said parcel being more particularly described as follows: Commence at the Northwest corner of the Southwest quarter of said Section 6; thence run North 86`38'49" East along the North line of said Southwest quarter, a distance of 684.34 feet; thence leaving said North line run South 03'21'11" East, a distance of 117.69 feet to the Point of Beginning; said point being on a non -tangent curve concave Northwesterly, having a radius of 27687.42 feet, a chord bearing of South 28°21'05" West, and a chord distance of 25.00 feet; thence run Southwesterly along the arc of said curve through a central angle of 0` 03' 06", a distance of 25.00 feet; thence leaving said curve run South 61' 38' 55" East, a distance of 39.72 feet; thence South 81° 34' 00" East, a distance of 62.73 feet; thence South 44' 57' 55" East, a distance of 109.67 feet; thence South 36° 27' 55" East, a distance of 57.03 feet; thence South 42` 47' 18" East, a distance of 70.58 feet; thence South 49° 12' 45" East, a distance of 69.86 feet; thence South 32° 14' 46" East, a distance of 46.48 feet; thence South 31° 26' 04" East, a distance of 79.88 feet; thence South 75` 16' 42" East, a distance of 55.42 feet; thence South 46' 41' 54" East, a distance of 65.23 feet; thence South 66` 23' 09" East, a distance of 48.14 feet; thence South 67` 46' 36" East, a distance of 49.59 feet; thence South 72` 24' 39" East, a distance of 60.00 feet; thence South 85' 26' 41" East, a distance of 57.35 feet; thence North 82` 19' 12" East, a distance of 40.06 feet; thence South 84' 45' 44" East, a distance of 51.41 feet; thence South 87' 14' 35" East, a distance of 35.11 feet; thence South 80` 04' 10" East, a distance of 78.78 feet; thence South 84' 11' 09" East, a distance of 32.28 feet; thence South 72' 44' 14" East, a distance of 46.51 feet; thence South 80` 08' 56" East, a distance of 132.61 feet; thence North 12` 40' 46" East, a distance of 25.03 feet; thence North 80° 08' 56" West, a distance of 132.22 feet; thence North 72` 44' 14" West, a distance of 47.40 feet; thence North 84° 11' 09" West, a distance of 33.89 feet; thence North 80" 04' 10" West, a distance of 79.45 feet; thence North 87' 14' 35" West, a distance of 36.13 feet; thence North 84° 45' 44" West, a distance of 53.70 feet; thence South 82` 19' 12" West, a distance of 40.21 feet; thence North 85' 26' 41" West, a distance of 51.81 feet; thence North 72° 24' 39" West, a distance of 56.14 feet; thence North 67' 46' 36" West, a distance of 48.28 feet; thence North 66' 23' 09" West, a distance of 43.50 feet; thence North 46' 41' 54" West, a distance of 67.26 feet; thence North 75° 16' 42" West, a distance of 51.73 feet; thence North 31° 26' 04" West, a distance of 69.99 feet; thence North 32' 14' 46" West, a distance of 50.38 feet; thence North 49° 12' 45" West, a distance of 72.19 feet; thence North 42' 47' 18" West, a distance of 67.80 feet; thence North 36° 27' 55" West, a distance of 57.50 feet; thence North 44° 57' 55" West, a distance of 119.80 feet; thence North 81' 34' 00" West, a distance of 66.61 feet; thence North 61` 38' 55" West, a distance of 35.33 feet to the Point of Beginning. Said parcel contains 32,121 sq.ft. or 0.74 acres, more or less. NOTES 1. THIS SKETCH AND DESCRIPTION IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, AS BEING NORTH 00`20'16" WEST, PER RIGHT OF WAY PLANS OF THE WEST ORANGE TRAIL. 3. THIS SKETCH AND DESCRIPTION IS FOR PROPOSED CONSERVATION EASEMENTS AND ARE BASED ON THE "OCOEE CROWN POINT PUD PHASE I" ENGINEERING PLANS AS PUBLISHED BY VHB ON THIS SURVEY. CERTIFICATION Field By N/ A Drawn by BKH Checked by RJJ Scale 1" = 200' Date 07/22/03 Project Title SKETCH & DESCRIPTION OCOEE CROWN POINT PUD CONSERVATION PARCEL 1 Issued for THE CITY OF OCOEE Project Number 60825.02 I HEREBY STATE THAT THIS SKETCH AND DESCRIPTION IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF; AND THAT THIS SKETCH AND DESCRIPTION MEETS THE MINIMUM TECHNICAL STANDARDS FOR FLORIDA SURVEYORS AND MAPPERS, AS SET FORTH IN CHAPTER 61G17 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027, FLORIDA STATU TES. For the firm by;;-2�� am es L. Diorio, P.S.M. Professional Surveyor and Mapper Florida License No. 6397 SHEET 1 OF 2 SEE SHEET 1 OF 2 FOR DESCRIPTION AND NOTES vM---------- NORTH LINE, SOUTHWEST 1/4,'- SECTION 6, T-22-S, R-28-E `� - - - - O �r -- --�-_- IN N 86',W49"E \I 684.34' v � 'Y �f � P.O.B. W / 4� — \ w 0 — ` L- I L2 �s� \ Z LINE TABLE LINE LENGTH BEARING Ll 3972' S61°38'55'E L2 62,73' S81°34'00'E L3 109.67' S44°57'55'E L4 57.03' S36°27'55'E L5 7058' S42'47'18'E L6 69.86, S49°12'45'E L7 4648' S32'14'46'E L8 79.88' S31'26'04'E L9 55.42' S75°16'42'E L10 65, 23' S46°41'S4'E LIl 48.14' S66°23'09'E L12 49,59' S67°46'36'E L13 60.00' S72°24'39'E L14 57.35' S85°26'41'E L15 40.06' N82°19'12'E L16 51.41' S84'45'44'E L17 35.IV S87°14'35'E LIS 7838' S80°04'10'E L19 3828' S84'11'09'E L20 46.51' S72044'14'E L21 132.61' S80°08'56'E L22 25.03' N12'40'46'E L23 132.22' NSO°08'56'W L24 47.40' N72044'14'W L25 33.89' N84°11'09-W L26 7945' N80'04'10'W L27 36.13' N87°14'35'W L28 53,70' N84°4544'W L29 40.21' S82'19'12'W L30 51.81' N85'26'41'W L31 5614' N72°24'39'W L32 48.28' N67'46'36'W L33 43,50' N66'23'09'W L34 67, 26' N4G'41'54'W L35 51.73' N75'16'42'W L3- 69.99' N31°26'04'W L37 1 50.38' J N32°14'46'W L38 72.19' N49°12'45'W L39 67.80' N42°47'18'W L40 57.50' N36'27'55'W L41 119.80' N44'57'S5'W L43 3533' N61938'55'W N C� ST W J O 9 9 (n (6 �� <� L35 __`-------- L30 L29 L28 L27 L26 L25 C2 0 4 S L1~ 4 �15 L16 L17 L18 L23 � L19 C20 L21 L22 a O a Q CHGRD 3 0 O U O CURVE TABLE Field By N/ AtiDrawn by BKH Checked by RJJ Scale 1"=200' 1 Date 07/22/03 -- Project Title SKETCH & DESCRIPTION OCOEE CROWN POINT PUD CONSERVATION PARCEL 1 Issued for THE CITY OF OCOEE Project Number 60925.02 Legend & Abbreviations P.R.M. = PERMANENT REFERENCE CM = CONCRETE MONUMENT MONUMENT P.B. = PLAT BOOK P.O.C. = POINT ON CURVE PG. = PAGE P.C. = POINT OF CURVATURE R = RADIUS P.R.C. = POINT OF REVERSE L = ARC LENGTH CURVATURE A = CENTRAL ANGLE P.C.C. = POINT OF COMPOUND R/W = RIGHT-OF-WAY CURVATURE P.O.C. = POINT OF P.T. = POINT OF TANGENCY COMMENCEMENT P.I. = POINT OF INTERSECTION P.O.B. = POINT OF BEGINNING P.C.P. = PERMANENT CONTROL . = SET 5/8" IRON ROD & POINT CAP LB7153 P.O.L. = POINT ON LINE o - SET NAIL AND DISK CB = CHORD BEARING LB7153 SHEET 2 OF 2 Vanasse Hangen Brustlin, Inc. 225 E. Robinson St., Suite 300 Orlando, FL 32801 SEE SHEET 2 OF 2 FOR SKETCH 407 839 4006 • FAX 407 839 4008 Licensed Survey Business LB7153 LEGAL DESCRIPTION WETLAND 3 UPLAND BUFFER A parcel of land located in the Southwest quarter of Section 6, Township 22 South, Range 28 East, Orange County, Florida. Said parcel being more particularly described as follows: Commence at the intersection of the Northerly right of way of the Western Beltway (State Road 429), and the Easterly right of way of Ocoee —Apopka Road, Thence run along said right of way the following two courses; North 6433'07" East, a distance of 271.00 feet; thence North 6705'10" East, a distance of 314.77 feet to the point of Beginning; thence leaving said right of way line, run North 28° 30' 40" West, 33.34 feet; thence North 68` 30' 59" West, 55.78 feet; thence North 46' 40' 20" West, 54.68 feet; thence North 09' 27' 47" West, 68.72 feet; thence North 04` 36' 18" East, 62.48 feet; thence North 36' 41' 10" East, 56.96 feet; thence North 30" 04' 33" East, 52.44 feet; thence North 46° 34' 39" East, 19.40 feet; thence North 09' 35' 57" West, 2.57 feet; thence North 73° 31' 45" East, 26.45 feet; thence South 09' 35' 57" East, 20.97 feet; thence South 46" 34' 39" West, 29.12 feet; thence South 30° 04' 33" West, 50.26 feet; thence South 36' 41' 10" West, 51.21 feet; thence South 04' 36' 18" West, 52.21 feet; thence South 09° 27' 47" East, 57.22 feet; thence South 46' 40' 20" East, 41.45 feet; thence South 68° 30' 59" East, 60.06 feet; thence South 28° 30' 40" East, 42.74 feet; thence South 67' 05' 10" West, 25.70 feet to the Point of Beginning. Said parcel contains 0.24 acres, more or less. NOTES 1. THIS SKETCH AND DESCRIPTION IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF WEST ORANGE TRAIL, AS BEING NORTH 73°31'45" EAST, PER RIGHT OF WAY PLANS OF THE WEST ORANGE TRAIL. 3. THIS SKETCH AND DESCRIPTION IS FOR PROPOSED CONSERVATION EASEMENTS AND ARE BASED ON THE "OCOEE CROWN POINT PUD PHASE I" ENGINEERING PLANS AS PUBLISHED BY VHB ON THIS SURVEY. Field By I Drawn by CAP An Checked by JLD Scale 1" = 200' 1 Date 11/29/2011 Project Title SKETCH & DESCRIPTION OCOEE CROWN POINT WETLAND BUFFER 3 Issued for THE CITY OF OCOEE Project Number 60825.11 CERTIFICATION I HEREBY STATE THAT THIS SKETCH AND DESCRIPTION IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF; AND THAT THIS SKETCH AND DESCRIPTION MEETS THE MINIMUM TECHNICAL STANDARDS FOR FLORIDA SURVEYORS AND MAPPERS, AS SET FORTH IN CHAPTER 61G-17 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. For the firm by; James L. �Morio, P.S.M. Professional Surveyor and Mapper Florida License No. 6397 SHEET 1 OF 2 SEE SHEET I OF 2 FOR DESCRIPTION AND NOTES L L L r 1.0 E P.O.B. 0100 BUFFER P.O.C. BUFFER 3 Field By N/A Drawn by CAP Checked by JLD Scale 1" = Date 200' 11/29/2011 Project Title SKETCH & DESCRIPTION OCOEE CROWN POINT WETLAND BUFFER 3 Issued for THE CITY OF OCOEE Project Number ,QnRIS I LINE TABLE LINE BEARING LENGTH L177 N2830'40"W 33.34' L178 N68'30'59"W 55.78' L179 N46'40020"W 5468' L180 N09'27'47"W 68.72' L181 N04'36'18"E 62.48' L182 N36'41'10"E 56.96' L183 N30'04'33"E 52.44' L184 N46'34'39"E 19.40' L185 N09'35'57"W 2 57' L186 N7303114511E 26.45' L187 S09'35'570'E 20 9T L188 S46'34'39"W 2912' L189 S30'04'33"W 50 26' L190 S36'41'10"W 5L21' L191 SO4'36'18"W 52 21' L192 S09'27'47"E 57 22' L193 S46'40'20"E 41.45' L194 S68030'59"E 60.06' L195 S28'30'40"E 42.74' L196 S67'05'10"W 25 70' � jr�ob I I - N I 0 200 400 SCALE IN FEET Legend & Abbreviations P.R.M. = PERMANENT REFERENCE CM = CONCRETE MONUMENT MONUMENT P.B. = PLAT BOOK P.O.C. = POINT ON CURVE PG. = PAGE P.C. = POINT OF CURVATURE R = RADIUS P.R.C. - POINT OF REVERSE L = ARC LENGTH CURVATURE A - CENTRAL ANGLE P.C.C. = POINT OF COMPOUND R/W - RIGHT -OE -WAY CURVATURE P.O.C. = POINT OF P.T. = POINT OF TANGENCY COMMENCEMENT P.I. = POINT OF INTERSECTION P.O.B. = POINT OF BEGINNING P.C.P. = PERMANENT CONTROL • = SET 5/8" IRON ROD & POINT CAP LB7153 P.O.L. = POINT ON LINE o = SET NAIL AND DISK CB = CHORD BEARING LB7153 SHEET 2 of 2 Vanasse Hangen Brustlin, Inc. 225 E. Robinson St., Suite 300 - SEE SHEET 2 OF 2 FOR SKETCH Orlando, FL 32801 407 839 4006 • FAX 407 839 4008 Licensed Survey Business LB7153 LEGAL DESCRIPTION WETLAND 3 A parcel of land located in the Southwest quarter of Section 6, Township 22 South, Range 28 East, Orange County, Florida. Said parcel being more particularly described as follows: Commence at the intersection of the Northerly right of way of the Western Beltway (State Road 429), and the Easterly right of way of Ocoee —Apopka Road, Thence run along said right of way the following two courses; North 64'33'07" East, a distance of 271.00 feet; thence North 67`05'10" East, a distance of 340.47 feet to the point of Beginning; thence North 28° 30' 40" West, a distance of 42.74 feet; thence North 68' 30' 59" West, a distance of 60.06 feet; thence North 46` 40' 20" West, a distance of 41.45 feet; thence North 09° 27' 47" West, a distance of 57.22 feet; thence North 04' 36' 18" East, a distance of 52.21 feet; thence North 36` 41' 10" East, a distance of 51.21 feet; thence North 30° 04' 33" East, a distance of 50.26 feet; thence North 46' 34' 39" East, a distance of 29.12 feet; thence North 09° 35' 57" West, a distance of 20.97 feet; thence North 73° 31' 45" East, a distance of 358.18 feet; thence South 00' 48' 23" West, a distance of 241.43 feet; thence South 67° 05' 10" West, a distance of 308.38 feet; thence South 22° 56' 24" East, a distance of 49.99 feet to the aforementioned right of way of the Western Beltway; thence South 67° 05' 10" West along said right of way, a distance of 40.51 feet to the Point of Beginning. Said parcel contains 105,312.77 sq.ft. (2.42 acres) NOTES 1. THIS SKETCH AND DESCRIPTION IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF SECTION 6, TOWNSHIP 22 SOUTH, RANGE 28 EAST, AS BEING NORTH 00'20'16" WEST, PER RIGHT OF WAY PLANS OF THE WEST ORANGE TRAIL. 3. THIS SKETCH AND DESCRIPTION IS FOR PROPOSED CONSERVATION EASEMENTS AND ARE BASED ON THE "OCOEE CROWN POINT PUD PHASE I" ENGINEERING PLANS AS PUBLISHED BY VHB ON THIS SURVEY. CERTIFICATION Field By Drawn by Checked by I HEREBY STATE THAT THIS SKETCH AND DESCRIPTION IS TRUE AND N/A CAP JLD CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF; AND THAT Scale SKETCHTHIS DDESCRIPTION 1"=200' Date 11/29/2011 STANDARDSFORFLORIDASURVEYORS TECHNICAL ORS AND MAPPERS,EETS THE MINIMUM TFORTH Project Title IN CHAPTER 61G-17 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. SKETCH & DESCRIPTION OCOEE CROWN POINT WETLAND 3 Issued for THE CITY OF OCOEE Project Number 60825.11 For the firm by; 5 / Ja( � � � � -- mes L. Diorio, P.S.M. Professional Surveyor and Mapper Florida License No. 6397 SHEET 1 OF 2 'w 0 CL SEE SHEET 1 OF 2 FOR DESCRIPTION AND NOTES NOT PATTED R PNO� �R P\L S0010 L126 o w PARCEL 3 O U O 2� 1. P.O.C. WETLAND 3 LINE TABLE LINE BEARING LENGTH L118 S28'30'40"E 42.74' L119 S58'30'59"E 60 06' L120 S46'40'20"E 41.45' L121 S09'2r47"E 57.22' L122 SO4'36'18"W 52 21' L123 S36'41'10"W 51.21' -124 S30'04'33"W 50.26' L125 S4634'39"W 2912' 1126 N09'35'57"W 20.9T v N vN J o 4719 00 WETLAN D o N '!J S22°56'24"E 49.99' P.O.B. WETLAND 3 Field By N/A Drawn by CAP Checked by JLD Scale 1" = 200' 1 Date 11/29/2011 Project Title SKETCH & DESCRIPTION OCOEE CROWN POINT WETLAND 3 Issued for THE CITY OF OCOEE Project Number 60825.11 S67°05'10"W (C 40.51 '(C)/ rll:l:� N I 0 200 400 SCALE IN FEET Legend & Abbreviations P.R.M. - PERMANENT REFERENCE CM = CONCRETE MONUMENT MONUMENT P.B. = PLAT BOOK P.O.C. = POINT ON CURVE PG. = PAGE P.C. = POINT OF CURVATURE R = RADIUS P.R.C. = POINT OF REVERSE L = ARC LENGTH CURVATURE A = CENTRAL ANGLE P.C.C. = POINT OF COMPOUND R/W - RIGHT-OF-WAY CURVATURE P.O.C. = POINT OF P.T. = POINT OF TANGENCY COMMENCEMENT P.I. = POINT OF INTERSECTION P.O.B. = POINT OF BEGINNING P.C.P. - PERMANENT CONTROL • = SET 5/8" IRON ROD & POINT CAP LB7153 P.O.L. - POINT ON LINE o = SET NAIL AND DISK CB = CHORD BEARING LB7153 SHEET 2 of 2 Vanasse Hangen Brustlin, Inc. 225 E. Robinson St., Suite 300 SEE SHEET 2 OF 2 FOR SKETCH Orlando, FL 32801 407 839 4006 • FAX 407 839 4008 Licensed Survey Business LB7153 LEGAL DESCRIPTION WETLAND 4 UPLAND BUFFER A parcel of land located in the Northwest quarter of Section 7, Township 22 South, Range 28 East, Orange County, Florida. Said parcel being more particularly described as follows: Commence at the intersection of the Easterly right of way of the Western Beltway (State Road 429), and the South right of way of Fullers Cross Road, said point being on a non -tangent curve concave Southeasterly, having a radius of 2694.79 feet, a chord bearing of South 2707'48" West, and a chord distance of 449.38 feet; thence run along the said Easterly right of way of the Western Beltway the following three courses; run, Southwesterly along the arc of said curve through a central angle of 0933'57", a distance of 449.90 feet; thence leaving said curve run North 6730'18" West, a distance of 20.00 feet to a point on a non -tangent curve concave Easterly, having a radius of 2714.79 feet, a chord bearing of South 1735'58" West, and a chord distance of 449.19 feet; thence run Southerly along the arc of said curve through a central angle of 929'28", a distance of 449.70 feet to the Point of Beginning; thence leaving said Easterly right of way line, run North 85' 58' 00" East, 104.94 feet; thence North 86° 09' 29" East, 40.38 feet; thence North 71° 55' 22" East, 51.01 feet; thence South 87' 01' 25" East, 41.51 feet; thence North 61° 24' 05" East, 64.30 feet; thence South 77` 51' 47" East, 71.82 feet; thence North 74° 49' 18" East, 62.08 feet; thence North 58° 48' 33" East, 81.97 feet; thence North 82' 11' 52" East, 84.13 feet; thence North 65` 53' 43" East, 66.33 feet; thence North 21' 28' 01" East, 34.95 feet; thence North 21° 26' 25" East, 51.22 feet; thence North 29' 52' 57" East, 53.29 feet; thence North 25" 06' 44" East, 21.64 feet; thence South 00' 34' 47" West, 59.21 feet; thence South 29` 52' 57" West, 22.04 feet; thence South 21` 26' 25" West, 49.38 feet; thence South 21° 28' 01" West, 45.16 feet; thence South 65° 53' 43" West, 80.12 feet; thence South 82` 11' 52" West, 82.54 feet; thence South 58' 48' 33" West, 80.31 feet; thence South 74' 49' 18" West, 71.67 feet; thence North 77° 51' 47" West, 68.61 feet; thence South 61' 24' 05" West, 62.08 feet; thence North 87' 01' 25" West, 43.93 feet; thence South 71' 55' 22" West, 49.49 feet; thence South 86` 09' 29" West, 43.46 feet; thence South 85° 58' 00" West, 114.32 feet to a point on a non -tangent curve concave Easterly, having a radius of 2714.79 feet and a central angle of 0° 35' 22"; thence along the arc of said curve a distance of 27.93 feet to the point of tangency; Said parcel contains 0.51 acres, more or less. NOTES 1. THIS SKETCH AND DESCRIPTION IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2, BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY RIGHT OF WAY LINE OF THE WESTERN BELTWAY, AS BEING NORTH 67'30'18" WEST. 3. THIS SKETCH AND DESCRIPTION IS FOR PROPOSED CONSERVATION EASEMENTS AND ARE BASED ON THE "OCOEE CROWN POINT PUD PHASE I" ENGINEERING PLANS AS PUBLISHED BY VILE ON THIS SURVEY. CERTIFICATION Field By Drawn by Checked by I HEREBY STATE THAT THIS SKETCH AND DESCRIPTION IS TRUE AND N/A CAP JLD CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF; AND THAT Scale 1= 200' Date 11/29/2011 SITANDARDSIS HFORDFLORIDA DESCRIPTION URVEYORS AND MAPPERS,TECNICAL ASH SET FORTH Project Title IN CHAPTER 61G-17 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. SKETCH & DESCRIPTION OCOEE CROWN POINT WETLAND BUFFER 4 For the firm by; Issued for THE CITY OF OCOEE Project Number 60825.11 James L. Diorio, P.S.M. Professional Surveyor and Mapper Florida License No. 6397 SHEET 1 OF 2 LINE TABLE BEARING L 1EET 1 OF 2 FOR DESCRIPTION AND NOTES LINE TABLE BEARING ILENGTH CURVE TABLE URVE LENGTH RADIUS CENTRAL ANGLE CHORD BEARING CHORD DISTANCE C2 449.90' 2694.79' 9'33'57" S27'07'48"W 449.38' C3 477,63' 2714.79' 10'04'50" S17'18'17"W 477.01' C4 247.09' 2714.79' 5-12.53" S09'39'26"W 247 C6 27.93' 2714.79' O'35'22" 512'33'33"W 27.93' '05"E 64.30' L221 N87'0125"W 43.93' / '47"E 71 82' L222 S71'55'22"W 49.49' I'18"E 62.OB' L223 S86'09'29"W 43.46' I'33"E 81.97' L224 S85'58'00"W 114.32' / '52"E 84,13' i43"E .95' 34 !'01"E 34.95' 0) '25"E 53.2' /� '57"E 53.29' i 44"E 21.64' �47"W 59.21' '57"W 22.04' '25'W 49.38' 'Ot"W 4516' '43"W 80.12' J C3 P.0 BU J . J _ERL_LJ 197 L198 z C6 _ L224 C__1 �Z. cv J J LLJ C4 ;7 � i �­4P.0.B. BUFFER 5-2 C2 Field By N/A Drawn by BKH I Checked by RJJ Sccle 1" = 200' 1 Date 11/29/2011 Project Title SKETCH & DESCRIPTION OCOEE CROWN POINT WETLAND BUFFER 4 Issued for THE CITY OF OCOEE Project Number 60825.11 P.O.C. BUFFER 4 200 400 ALE IN FEET Legend & Abbreviations P.R.M. - PERMANENT REFERENCE CM = CONCRETE MONUMENT MONUMENT P.B. = PLAT BOOK P.O.C. - POINT ON CURVE PG. = PAGE P.C. - POINT OF CURVATURE R - RADIUS P.R.C. = POINT OF REVERSE L = ARC LENGTH CURVATURE A = CENTRAL ANGLE P.C.C. = POINT OF COMPOUND R/W = RIGHT-OF-WAY CURVATURE P.O.C. = POINT OF P.T. = POINT OF TANGENCY COMMENCEMENT P.I. = POINT OF INTERSECTION P.O.B. = POINT OF BEGINNING P.C.P. = PERMANENT CONTROL . = SET 5/8" IRON ROD & POINT .CAP LB7153 P.O.L. = POINT ON LINE o - SET NAIL AND DISK CB - CHORD BEARING LB7153 SHEET 2 of 2 Vanasse Hangen Brustlin, Inc. 225 E. Robinson St., Suite 300 Orlando, FL 32801 407 839 4006 • FAX 407 839 4008 Licensed Survey Business LB7153 WETLAND 4 SEE SHEET 2 OF 2 FOR SKETCH LEGAL DESCRIPTION A parcel of land located in the Northwest quarter of Section 7, Township 22 South, Range 28 East, Orange County, Florida. Said parcel being more particularly described as follows: Commence at the intersection of the Easterly right of way of the Western Beltway (State Road 429), and the South right of way of Fullers Cross Road, said point being on a non -tangent curve concave Southeasterly, having a radius of 2694.79 feet, a chord bearing of South 27`07'48" West, and a chord distance of 449.38 feet; thence run along the said Easterly right of way of the Western Beltway the following three courses; run Southwesterly along the arc of said curve through a central angle of 09`33'57", a distance of 449.90 feet; thence leaving said curve run North 67'30'18" West, a distance of 20.00 feet to a point on a non -tangent curve concave Easterly, having a radius of 2714.79 feet, a chord bearing of South 17'18'17" West, and a chord distance of 477.01 feet; thence run Southerly along the arc of said curve through a central angle of 10°04'50", a distance of 477.63 feet to the Point of Beginning; thence continue along the aforementioned right of way, also being along the aforementioned curve, having a radius of 2714.79, and a central angle of 5` 12' 53", a distance of 247.09 feet; thence leaving said curve and said right of way, run along the boundary of Crown Point Woods Phase ll, (as recorded in Plat Book 20, Pages 115-116 of the Public Records of Orange County, Florida), the following seven courses; North 60' 43' 51" East, a distance of 187.04 feet; thence North 43' 21' 51" East, a distance of 130.94 feet; thence South 86` 54' 58" East, a distance of 275.06 feet; thence North 57° 59' 38" East, a distance of 59.81 feet; thence North 77° 01' 17" East, a distance of 53.13 feet; thence North 88' 11' 44" East, a distance of 116.75 feet; thence North 00' 34' 47" East, a distance of 275.08 feet; thence leaving the said boundary of Crown Point Woods Phase II, run South 29' 52' 57" West, a distance of 22.04 feet; thence South 21° 26' 25" West, a distance of 49.38 feet; thence South 21° 28' 01" West, a distance of 45.16 feet; thence South 65° 53' 43" West, a distance of 80.12 feet; thence South 82° 11' 52" West, a distance of 82.54 feet; thence South 58° 48' 33" West, a distance of 80.31 feet; thence South 74° 49' 18" West, a distance of 71.67 feet; thence North 77' 51' 47" West, a distance of 68.61 feet; thence South 61° 24' 05" West, a distance of 62.08 feet; thence North 87° 01' 25" West, a distance of 43.93 feet; thence South 71° 55' 22" West, a distance of 49.49 feet; thence South 86` 09' 29" West, a distance of 43.46 feet; thence South 85` 58' 00" West, a distance of 114.32 feet to the Point of Beginning. Said parcel contains 105,993.92 sq.ft. (2.43 acres) NOTES 1. THIS SKETCH AND DESCRIPTION IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY RIGHT OF WAY LINE OF THE WESTERN BELTWAY, AS BEING NORTH 67°30'18" WEST. 3. THIS SKETCH AND DESCRIPTION IS FOR PROPOSED CONSERVATION EASEMENTS AND ARE BASED ON THE "OCOEE CROWN POINT PUD PHASE I" ENGINEERING PLANS AS PUBLISHED BY VHB ON THIS SURVEY. Field ByNIA I Drawn by C A Checked by JLD Scale 1" = 200' 1 Date 11/29/2011 Project Title SKETCH & DESCRIPTION OCOEE CROWN POINT WETLAND 4 Issued for THE CITY OF OCOEE Project Number 60825.11 CERTIFICATION I HEREBY STATE THAT THIS SKETCH AND DESCRIPTION IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF; AND THAT THIS SKETCH AND DESCRIPTION MEETS THE MINIMUM TECHNICAL STANDARDS FOR FLORIDA SURVEYORS AND MAPPERS, AS SET FORTH IN CHAPTER 61G-17 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472,027, FLORIDA STATUTES. Foi the firm by; /ames L. Diorio, P.S.M. Professional Surveyor and Mapper Florida License No. 6397 SHEET 1 OF 2 SEE SHEET 1 OF 2 FOR DESCRIPTION AND NOTES CURVE TABLE URVELENGTH RADIUS CENTRAL ANGLE CHORD BEARING CHORD DISTANCE 62 449.90' 2694 79' 9-33.57" S27'07'48"W 449 38' 63 477.63' 2714.79' 10T4'50" S1T18'17"W 477.01' 64 247.09' 2714.79 5'12'53 5093926W 247.01' z I L W LU W� m / P.O.C. C2 WETLAND 4 PARCEL 6 C3 P.O.B. WETLAND 4 L136 L138 L139 0-51 C4 L734 0 -3 S86`54'58"E 275.06 Field By N/A A Drawn" CAP An Checked by JLD Scale 11t=200, 1 Date 11/29/2011 Project Title SKETCH & DESCRIPTION OCOEE CROWN POINT WETLAND 4 Issued for THE CITY OF OCOEE Project Number 60825.11 c � 1 03 \,N L131 C\J o 3 N, 53113 /J 116.75' N88'11'44"E LINE TABLE LINE BEARING LENGTH L127 529'S2'57"W 22 04' L128 I S21'26'25"W 49 38' L129 S21'28'01"W 45.16' L130 S65'53'43"W 80.12' L131 S82'11'52"W 82.54' 1132 S58'48'33"W 80.31' L133 S74'49'18"W 71.67' L134 N77'51'47"W 68.61' L135 S61'24'05"W 62.08' L136 N87'01'25W 43.93' 1137 S71'S5'22"W 49.49' L138 S8609'29"W 43.46' L139 S85'58'00"W 114.32' L142 N6T30'16"W 20.00' Legend & Abbreviations P.R.M. - PERMANENT REFERENCE CM = CONCRETE MONUMENT MONUMENT1 P.B. = PLAT BOOK P.O.C. = POINT ON CURVE PG. = PAGE P.C. = POINT OF CURVATURE R = RADIUS P.R.C. = POINT OF REVERSE L = ARC LENGTH CURVATURE z� = CENTRAL ANGLE P.C.C. = POINT OF COMPOUND R/W - RIGHT-OF-WAY CURVATURE P.O.C. = POINT OF P.T. = POINT OF TANGENCY COMMENCEMENT P.I. = POINT OF INTERSECTION P.O.B. = POINT OF BEGINNING P.C.P. = PERMANENT CONTROL • = SET 5/8" IRON ROD & POINT CAP LB7153 P.O.L. = POINT ON LINE o = SET NAIL AND DISK CB = CHORD BEARING LB7153 SHEET 2 OF 2 Vanasse Hangen Brustlin, Inc. 225 E. Robinson St., Suite 300 SEE SHEET 2 OF 2 FOR SKETCH Orlando, FL 32801 407 839 4006 • FAX 407 839 4008 Licensed Survey Business LB7153 LEGAL DESCRIPTION WETLAND 5 UPLAND BUFFER A parcel of land located in the Northwest quarter of Section 7, Township 22 South, Range 28 East, Orange County, Florida. Said parcel being more particularly described as follows: Commence at the Northwest corner of the Northwest 1/4 of said Section 7; thence South 00` 04' 32" West along the Westerly line of the Northwest 1/4 of said Section 7 a distance of 962.61 feet; thence leaving said Westerly line, run North 31` 57' 58" East, 8.70 feet to the Point of Beginning; thence continue North 31' 57' 58" East, 61.31 feet to the Westerly right of way line of the Western Beltway (State Road 429) as shown on Orlando —Orange County Expressway Authority Western Beltway right of way map Project NO. 75320-6460-602/603 Dated April 1997; thence the following courses and distances along said Westerly line South 69` 53' 55" East, 277.23 feet to a point on a non —tangent curve concave Easterly, having a radius of 3014.79 feet, a central angle of 01° 09' 49" and a chord of 61.22 feet that bears South 08°37'22" West; thence along the arc of said curve a distance of 61.23 feet to the point known as Point "A"; thence North 69' 53' 55" West, 302.02 feet to the Point of Beginning. Said parcel contains 0.40 acres, more or less. WETLAND 5-2 UPLAND BUFFER A parcel of land located in the Northwest quarter of Section 7, Township 22 South, Range 28 East, Orange County, Florida. Said parcel being more particularly described as follows: Commence at point "A" of the aforementioned legal description of Wetland Buffer 6, being a point on the Westerly right of way line of the Western Beltway (State Road 429) as shown on Orlando —Orange County Expressway Authority Western Beltway right of way map Project NO. 75320-6460-602/603 Dated April 1997; also being a point on a non —tangent curve concave Easterly, having a radius of 3014.79 feet, a central angle of 02° 52' 54" and a chord of 151.60 feet that bears South 06' 36'.00 West; thence along the arc of said curve and Westerly right of way line a distance of 151.62 feet to the Point of Beginning; thence the following courses and distances along said Westerly right of way, continue along said non —tangent curve concave Easterly, having a radius of 3014.79 feet, a central angle of 02° 06' 05" and a chord of 110.56 feet that bears South 04° 06' 31 " West; thence along the arc of said curve a distance of 110.56 feet; thence South 88° 20' 55" West, 263.47 feet to the West line of the Northwest 1/4 of said Section 7; thence leaving said Westerly right of way line, run North 00` 04' 32" East along said West line 110.05 feet; thence leaving said West line, run North 88° 20' 55" East, 271.25 feet to the Point of Beginning. Said parcel contains 0.67 acres, more or less. NOTES 1. THIS SKETCH AND DESCRIPTION IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, AS BEING SOUTH 00°04'32" WEST, PER RIGHT OF WAY PLANS OF THE WEST ORANGE TRAIL. 3. THIS SKETCH AND DESCRIPTION IS FOR PROPOSED CONSERVATION EASEMENTS AND ARE BASED ON THE "OCOEE CROWN POINT PUD PHASE I" ENGINEERING PLANS AS PUBLISHED BY VHB ON THIS SURVEY. CERTIFICATION Field By Drawn by Checked by I HEREBY STATE THAT THIS SKETCH AND DESCRIPTION IS TRUE AND N/A CAP JLD CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF; AND THAT Scale SKETCHTHIS DDESCRIPTION 1"=200' Date 11/29/2011 STANDARDS FORFLORIDASURVEYORS TECHNICAL AND MAPPERS,TASHS TFORTH Project Title IN CHAPTER 61G-17 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. SKETCH & DESCRIPTION OCOEE CROWN POINT WETLAND BUFFER 5 & 5-2 For the firm by; Issued for THE CITY OF OCOEE Project Number 60825.11 /James L. Diorio, P.S.M. Professional Surveyor and Mapper Florida License No. 6397 SHEET 1 OF 2 SEE SHEET 1 OF 2 FOR DESCRIPTION AND NOTES FN D. 4"X4"CON C. M ON. "LS 3556" P. 0. C. NW CORNER, NW 1/4 PUFFER 5 SECTION 7, T22S, R28E (ALSO SW CORNER SW 1/4 SECTION 6, T22S, R28E) P.O.B. BUFFER 5 n z Z CURVE TABLE CURVELENGTH RADIUSGLE TRAL CHORD BEARING CHORD DISTANCE C5 151 62' 3014.79'50636'00"W E2"52'5�4" 61.23' 3014.79''508'37'22"W j15�.60'C7 'C8 1105C 3014.79''SO4'06'31"W 6' V V pp� d'O P.O.C. I BUFFER W S sg s3" 5 — 2 Z LINE TABLE LINE BEARING LENGTH L143 N31'57'58"E 8 70' 1225 N31'57'58"E 61 31' 1226 N00'04'32"E 11005' PON mAmsm. onsis I! A S 88°20"55" W 263.47' Field By N/A I Drawn by CAP 1Checked by JLD scale 1" = 200' 1 Date 11/29/2011 Project Title SKETCH & DESCRIPTION OCOEE CROWN POINT WETALND BUFFER 5 & 5-2 Issued for THE CITY OF OCOEE Project Number 60825.11 W Ld m P.O.B. BUFFER 5-2 0 200 400 SCALE IN FEET Legend & Abbreviations P.R.M. - PERMANENT REFERENCE CM = CONCRETE MONUMENT MONUMENT P.B. = PLAT BOOK P.O.C. = POINT ON CURVE PG. = PAGE P.C. = POINT OF CURVATURE R = RADIUS P.R.C. - POINT OF REVERSE L = ARC LENGTH CURVATURE z� = CENTRAL ANGLE P.C.C. = POINT OF COMPOUND R/W = RIGHT-OF-WAY CURVATURE P.O.C. = POINT OF P.T. = POINT OF TANGENCY COMMENCEMENT P.I. = POINT OF INTERSECTION P.O.B. = POINT OF BEGINNING P.C.P. = PERMANENT CONTROL • = SET 5/8" IRON ROD & POINT CAP LB7153 P.O.L. = POINT ON LINE o = SET NAIL AND DISK CB - CHORD BEARING LB7153 SHEET 2 of 2 Vanasse Hangen Brustlin, Inc. 225 E. Robinson St., Suite 300 SEE SHEET 2 OF 2 FOR SKETCH Orlando, FL 32801 407 839 4006 • FAX 407 839 4008 Licensed Survey Business LB7153 LEGAL DESCRIPTION WETLAND 5 A parcel of land located in the Northwest quarter of Section 7, Township 22 South, Range 28 East, Orange County, Florida. Said parcel being more particularly described as follows: Commence at the Northwest corner of the Northwest 1/4 of said Section 7; thence South 00° 04' 32" West along the Westerly line of the Northwest 1/4 of said Section 7 a distance of 962.61 feet to the Point of Beginning; thence leaving said Westerly line, run North 31° 57' 58" East, 8.70 feet; thence South 69` 53' 55" East, 302.02 feet to the Westerly right of way line of the Western Beltway (State Road 429) as shown on Orlando —Orange County Expressway Authority Western Beltway right of way map Project NO. 75320-6460-602/603 Dated April 1997, being a point on a non —tangent curve concave Easterly, having a radius of 3014.79 feet, a central angle of 2° 52' 54" and a chord of 151.60 feet that bears South 06' 36'.00 West; thence along the arc of said curve and Westerly right of way line a distance of 151.62 feet; thence leaving said Westerly line, run South 88' 20' 55" West, 271.25 feet to a point on the West line of said Section 7; thence North 00° 04' 32" East along said West line 254.84 feet to the Point of Beginning. Said parcel contains 1.34 acres, more or less. NOTES 1. THIS SKETCH AND DESCRIPTION IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, AS BEING SOUTH 00°04'32" WEST, PER RIGHT OF WAY PLANS OF THE WEST ORANGE TRAIL. 3. THIS SKETCH AND DESCRIPTION IS FOR PROPOSED CONSERVATION EASEMENTS AND ARE BASED ON THE "OCOEE CROWN POINT PUD PHASE I" ENGINEERING PLANS AS PUBLISHED BY VHB ON THIS SURVEY. CERTIFICATION Field By Drawn by Checked by I HEREBY STATE THAT THIS SKETCH AND DESCRIPTION IS TRUE AND N/A CAP JI D CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF; AND THAT Scale SKETCHTHIS DDESCRIPTION A 1°=200' Date 11/29/2011 STANDARDSFORFLORIDASURVEYORS AND MAPPE MAPPERS, SET Project Title IN CHAPTER 61G-17 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. SKETCH & DESCRIPTION OCOEE CROWN POINT WETLAND 5 For the firm by; Issued for THE CITY OF OCOEE Project Number 60825.11 James L. Diorio, P.S.M. Professional Surveyor and Mapper Florida License No. 6397 SHEET 1 OF 2 SEE SHEET 1 OF 2 FOR DESCRIPTION AND NOTES LINE TABLE LINE BEARING LENGTH L143 N31'57'58"E 8.70' END 4"X4"CONC.MON. "LS 3556" P. 0. C. NW CORNER, NW 1/4 IWETLAND 5 SECTION 7, T22S, R28E (ALSO SW CORNER SW 1/4 SECTION 6, T22S, R28E) CURVE TABLE URVELENGTH RADIUS CENTRAL ANGLE CHORD BEARING CHORD DISTANCE CS 151.62' 3014 79' 2'52'54" S06'36'00"W 151.60' P.O.B. WETLAND 5 W z J H w S69 S , Ss,.' 3023 4 DO L143 '026- otn O N z S88°20"55"W 271.25 Field By N/A Drawn by CAP Checked by JLD Scale 1" = 200' 1 Date 11/29/2011 Project Title SKETCH & DESCRIPTION OCOEE CROWN POINT WETLAND 5 Issued for THE CITY OF OCOEE Project Number 60825.11 C5 0 200 400 SCALE IN FEET Legend & Abbreviations P.R.M. - PERMANENT REFERENCE CM = CONCRETE MONUMENT MONUMENT P.B. = PLAT BOOK P.O.C. = POINT ON CURVE PG. = PAGE P.C. = POINT OF CURVATURE R = RADIUS P.R.C. = POINT OF REVERSE L = ARC LENGTH CURVATURE z� = CENTRAL ANGLE P.C.C. = POINT OF COMPOUND R/W - RIGHT-OF-WAY CURVATURE P.O.C. = POINT OF P.T. = POINT OF TANGENCY COMMENCEMENT P.I. = POINT OF INTERSECTION P.O.B. = POINT OF BEGINNING P.C.P. = PERMANENT CONTROL . = SET 5/8" IRON ROD & POINT CAP LB7153 P.O.L. = POINT ON LINE o = SET NAIL AND DISK CB = CHORD BEARING LB7153 SHEET 2 OF 2