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HomeMy WebLinkAboutItem VI (E) - Acceptance and Approval of City Hall Police Station ExpansionProjects Progress ReportOcoee rR or coot TO: FROM: DATE: SUBJECT: "CENTER OF GOOD LIVING - PRIDE OF WEST ORANGE" CITY OF OCOEE L 150 N. LAKESHORE DRIVE OCOEE FLORIDA 34761 (407) 656-2322 AGENDA 7-02-91 Item VI E LESTER DABBS, JK. COMMISSIONERS RUSTY JOHNSON PAUL W. POSTER VERN COMBS SAM WOODSON CTIY MANAGER ELLIS SHAPIRO MEMORANDUM The Honorable Mayor and Board of City Commissioners Montye Beamer, Director of Administrative Servicesl;?�""t�— June 26, 1991 City Hall and Police Station Expansion Projects (Progress Report) On May 7, 1991, authorization was granted to proceed with (1) Engineering, (2) Architectural, and (3) Construction Services for the expansion of City Hall and the Police Station. At the same time a proposal for preliminary site engineering by Professional Engineering Consultants was approved. The attached report represents PEC's findings and the recommended conceptual site plan. As indicated in this site plan, it is possible to construct a new entrance from Bluford (north of the Police Station) with alternate ingress/egress on to Lakeshore Drive. By piping a portion of the drainage ditch public parking can be relocated to this north side. The retention pond provides any necessary compensating storage as well as required stormwater retention. The building expansions sketched are merely footprints. These define for the architect the location for the new construction. The conceptual plan identifies additional central sewer lines, the lift station location, and the critical building elevations. A prerequisite for this project is that the site plan and the architectural design be accomplished in such a way as to allow for future growth; the parking lot, for example, can eventually be enlarged to encompass the area north of the proposed new lot. The deadline for proposals to be accepted for architectual services is July 1, 1991. By the August 6, 1991, meeting these should be ranked for Commission review. V� t CITY OF OCOEE MUNICIPAL COMPLEX EXPANSION Preliminary Engineering Investigation June 1991 DaG^�ff� Prepared By: Professional Engineering Consultants, Inc. 200 East Robinson Street, Suite 1560 Orlando, Florida 32801 TABLE OF CONTENTS SECTION DESCRIPTION PAGE 1.0 Introduction...................................1 Location Map 2.0 Location/Existing Land Use .........................2 5 3.0 Roadways/Property Access ..........................2 Soils Map 4.0 Water Distribution System .......................... 3 5.0 Sanitary Sewer System ............................. 4 6.0 Soils........................................5 7.0 Wetlands.....................................7 8.0 Flood Plain ................................... 7 9.0 Stormwater Management System 9.1 Existing Drainage Characteristics .................. 7 9.2 Proposed Drainage System Improvements ............. 8 10.0 Permitting Requirements ........................... 9 11.0 Cost Estimates .................................. 9 References Consulted ............................ 10 LIST OF FIGURES 1 Conceptual Site Plan No. 1 2 Conceptual Site Plan No. 2 3 Location Map 4 Existing Water Distribution System 5 Existing Wastewater Collection/Transmission System 6 Soils Map 7 Flood Map 8 Existing Ditch Contributing Area Drainage Basin Map 9 & 10 Preliminary Cost Estimates LIST OF EXIIII3ITS A Boundary and Location Survey 1.0 INTRODUCTION Pursuant to authorization by the Ocoee City Commission on May 7, 1991, Professional Engineering Consultants has performed preliminary engineering investigations associated with the proposed expansion of the existing City Hall building and Police Station building at the Municipal Complex site. The building area for the existing City Hall and Police Station are 4,000 square feet and 3,300 square feet, respectively. The City's plan for expansion to the existing City Hall provides for a 15,000 square foot addition with a two or three story building to allow for future expansion to approximately 30,000 square feet. The Police Station building is planned for a 7,800 square foot addition with potential for future expansion to 18,000 square feet. Expansion of these two buildings and associated driveway and parking facilities are planned to occur within the northernmost portion of the City property, with the existing open space between the existing City Hall and Starke Lake to be preserved. Based on information provided by the City of Ocoee, two conceptual site plans have been prepared to show preliminary layouts for proposed building and site improvements (Figures 1 and 2). Figure 1 is a conceptual site plan depicting minimal site improvements and additional parking facilities to offset the parking spaces eliminated due to proposed building improvements. Figure 2 is a conceptual site plan depicting site improvements and parking facilities that maximize use of the property within areas generally identified by City staff as the project limits. The following report summarizes the findings of the preliminary site civil engineering investigations. Included in this report are findings regarding site civil engineering issues pertaining to existing and proposed roadways, property access, water and wastewater service, stormwater management facilities, 100 -year flood plain and wetland impacts, permitting issues, and preliminary construction cost estimates associated with the proposed site improvements. I OE -148. L03 2.0 LOCATIONIENISTING LAND USE The City of Ocoee Municipal Complex is located east of Bluford Avenue and north of Oakland Street. The property encompasses approximately 17 acres, including approximately 6.7 acres in Starke Lake. A location map is attached as Figure 3. The subject property is the site of several municipal buildings, including the Ocoee City Hall, Fire Station No. 1, the Police Station, the Ocoee Community Center, and the historic Withers - Maguire House. Associated parking facilities are also located on-site. A boat ramp/dock facility and a gazebo are also present within the property boundaries. Open grassed area and a drainage ditch occupy approximately 45 percent of the land area at the site. The Boundary and Location Survey of the subject property (Exhibit "A") depicts existing improvements within and adjacent to the property boundaries. 3.0 ROADWAYS/PROPERTY ACCESS The subject property is bordered on the west by Bluford Avenue, which has a 54 -foot right-of- way. Existing road improvements along Bluford Avenue occupy approximately 42 feet of the right-of-way. Bluford Avenue serves as one of the primary north -south streets through the City of Ocoee. Oakland Street is located along the south property line of the City property, and has an 80 -foot right-of-way, with an approximately 18 -foot pavement width. Running generally north -south through the site just west of Starke Lake is Lakeshore Drive. Research performed in association with preparation of the Boundary and Location Survey revealed no title information establishing public right-of-way for Lakeshore Drive. As shown on the Boundary and Location Survey for the site, a 50 -foot unimproved street traverses the site from Bluford Avenue across Lakeshore Drive to Starke Lake. Research 2 OE -148.L03 concerning this street has shown that this right-of-way has not been vacated. A title search of the property may reveal additional information concerning rights-of-way associated with Lakeshore Drive and the unimproved street which traverses the site. Bluford Avenue, Oakland Street and Lakeshore Drive each have one or more driveway connections which provide adequate access to the City property. The conceptual site plans provide an additional access from Bluford Avenue and Lakeshore Drive. The planned access location point on Bluford Avenue is approximately 210 feet north of an existing drive serving City Hall and is approximately 100 feet south of Franklin Street which connects to Bluford Avenue from the west. Based on traffic operations, a more desirable location for the proposed driveway would be to align with Franklin Street, although this alignment would require acquisition of property or access rights from properties north of the City property. Also, a driveway aligning with Franklin Street would possibly conflict with an existing house north of City property and across from Franklin Street. 4.0 WATER DISTRIBUTION SYSTEM Water service for the Municipal Complex is provided by existing City water distribution facilities. As shown on Figure 4, the City's existing water distribution system in the area consists of a network of 6 -inch water mains located around the perimeter of the site and a 6 -inch water main extending into the property to serve a fire hydrant just east of Fire Station No. 1. Currently, a 2 -inch water service lateral off the water main along the east side of Bluford Avenue serves the City Hall and Police Station buildings. Additional water service laterals off of Bluford Avenue and Oakland Street serve the Fire Station, the Community Center, and the Withers -Maguire House. The proposed building expansions can adequately be provided with water service from the existing water distribution system improvements. Fire protection for the Municipal Complex existing buildings is provided by existing fire hydrants served by 6 -inch water mains on and adjacent to the City property. Two existing fire hydrants nearest the proposed building improvements are located on the east side of Bluford 3 OE -148. L03 Avenue across from Franklin Street, and approximately 60 feet east of the Fire Station No. 1. The existing buildings and proposed building expansions are all within a 150 foot radius of these fire hydrants. Also, according to hydrant flow test data provided by the Fire Department, these hydrants are capable of flows in excess of 2400 gpm with residual pressures of 20 psi. Additional fire hydrants capable of serving the City property are located along Oakland Street at the intersection of Bluford Avenue and Lakeshore Drive. Based on this data, it appears that no additional fire protection measures are required for the proposed building expansion. 5.0 SANITARY SEWER SYSTEM Individual septic tank systems located on the Municipal Complex property are currently used for sanitary sewer disposal at the site. The proposed improvements to the Municipal Complex will require that the existing septic tanks and drainfields serving City Hall and the Police Station be removed to provide area for the required site improvements. Relocation of the two septic tanks and associated drainfields is not considered feasible due to the limited amount of land that will remain after completion of the future site development, and because a high groundwater table exists in the greenbelt areas to be preserved between the City Hall building and the lake. The City presently is within one-fourth mile of the City's existing sewerage system. Therefore, a central wastewater collection/transmission system connecting to existing City wastewater facilities is proposed to provide wastewater service for the new facilities. The nearest City -operated wastewater system improvements available for connection are approximately 1000 feet west of the City property, and are located at the intersection of Kissimmee Avenue and Lee Street (refer to Figure 5). At this location there is an existing 4 - inch force main extending from a City maintained lift station within the Tricor Shopping Center project boundary. The 4 -inch force main connects to a 12 -inch force main along Bowness Road and the wastewater flow is eventually pumped via the downstream system to the City Wastewater Treatment Plant No. 2. To accommodate the proposed building expansions, on-site gravity sewer improvements, a lift station, and force main improvements to connect with the existing offsite facilities will be required. 4 OE -148. L03 The estimated wastewater flow generation rate from the planned build -out of City Hall and the Police Department is approximately 5000 gpd. This estimated flow is based on the total existing and planned building areas multiplied by the City's criteria for flow generation rates. For the purpose of calculating estimated flows, the building areas were considered as office space which has a flow generation rate of 0.334 ERU's per 1000 square feet of building area (1 ERU = 270 gpd). The total building area used for this calculation included 34,000 square feet for City Hall and 21,300 square feet for the Police Department. The existing offsite wastewater transmission facilities have sufficient capacity to handle the additional flows generated by the proposed building improvements. However, according to information provided by the City, the available capacity in Wastewater Treatment Plant No. 2 (WWTP #2) has been reserved. WWTP //2, which is designed for 2.0 million gallons per day (MGD), has approximately 1.0 MGD permitted flows and the balance of approximately 1.0 MGD in reserved flows. According to information provided by City staff, WWTP #2 is planned to undergo improvements to expand the treatment capacity to approximately 3.0 MGD. Additionally, the present schedule for design and construction of these improvements would have the expanded treatment plant operational by mid -year 1993. Assuming the proposed plant expansion proceeds as planned, the City should be able to connect to the treatment plant without impacting available plant capacity for projects with reserved capacity. 6.0 SOILS The 1989 Soil Survey of Orange County, Florida, prepared by SCS, identifies only one soil type on the site: Tavares - Urban Land Complex (Figure 6). The Tavares portion of this soil is categorized as exhibiting slight limitations for the construction of small commercial buildings and local roads and streets. A subsurface investigation prepared for the site by Michael D. Sims & Associates in March of 1991 revealed variable subsurface conditions with respect to foundation design and support. Specifically, buried organic sand and peat believed to be coincidental with the old lakeshore 5 OE -148. L03 were found at the east side of the site. In addition, buried household trash was encountered at several locations on the site. It is expected that any unsuitable soils or materials within pavement or building areas will be removed and replaced with suitable fill. Further geotechnical investigations should be undertaken prior to construction of the proposed improvements to define the limits of unsuitable materials. 7.0 WETLANDS A ditch currently exists in the northern portion of the City property. This ditch conveys off-site stormwater runoff to Starke Lake. Although this ditch contains some wetland type vegetation, St. Johns River Water Management District (SJRWMD) has indicated that they will not require mitigation for the removal of vegetation associated with the proposed site improvements. None of the proposed improvements will encroach into Starke Lake, located at the west side of the property. 8.0 FLOOD PLAIN The Federal Emergency Management Agency (FEMA) has determined the 100 -year flood elevation for Starke Lake to be 101.00 feet (Figure 7). As reported in the Flood Insurance Study, the 100 -year flood elevation in the ditch between Starke Lake and Bluford Avenue is also 101.0 feet, representing the backwater effect from Starke Lake. As noted by FEMA on the Flood Map for the site, both the 100 -year and 500 -year floods are contained within the channel of the existing ditch. The location and elevation of the 100 -year flood plain are depicted on the conceptual plans. Based on these plans, encroachment into the flood plain is not anticipated, with the exception of filling portions of the flowway capacity within the existing ditch. As discussed later in this report, the culvert proposed within the section of the ditch to be paved over will be sized so as to not impact the established 100 -year flood elevation west of Bluford Avenue. The flood storage capacity lost within the ditch can be compensated within the proposed stormwater pond. 6 OE -148. L03 9.0 STORMWATER MANAGEMENT 9.1 Existing Drainage Characteristics: Currently, stormwater runoff from the Municipal Complex site sheet flows over Lakeshore Drive to Starke Lake or into the ditch located at the northern portion of the site, which also discharges to Starke Lake. There are no stormwater retention or detention facilities for treatment of stormwater runoff from the site. Starke Lake, located at the eastern portion of the site, is classified as a landlocked lake by St. Johns River Water Management District. Its Normal High Water Elevation is 99.1 feet. A 12 - inch diameter drainwell currently controls the lake at Elevation 98.6 together with a 30 -inch culvert which outfalls to Lake Olympia, also at Elevation 98.6 feet. The existing ditch through the property serves as a major conveyance system for an area west of the Municipal Complex encompassing approximately 185 acres (see Figure 8). There are existing culverts at Bluford Avenue and Lakeshore Drive within the alignment of the ditch that serve to convey runoff under the roads. 'file drainage basin is characterized by residential, commercial, industrial and agricultural land uses. Wetlands, woodlands and open space also occupy portions of this drainage basin. Currently, the 100 and 500 -year floods are contained within the limits of the existing ditch between Bluford Avenue and Starke Lake, according to the Flood Insurance Rate Map (Figure 7) and the Flood Insurance Study prepared for this area by the Federal Emergency Management Agency. Upstream flooding occurs, however, west of Bluford Avenue due to insufficient capacity of the culvert system under Bluford Avenue. The existing culvert system under Bluford Avenue is composed of a 64 -inch by 42 -inch corrugated metal pipe, a 54 -inch concrete pipe, and a 60 -inch concrete pipe connected together at street inlets. Hydraulic calculations indicate that the culverts under Bluford Avenue are capable of handling stormwater runoff generated by storm 7 0E-148.1-03 events up to the 10 -year, 24-hour event. Storms in excess of this frequency and duration overtop Bluford Avenue, flow overland to the ditch, and consequently to Starke Lake. At the east end of the ditch, double 36 -inch culverts convey stormwater runoff underneath Lakeshore Drive and discharge into Starke Lake. These culverts are not capable of handling the stormwater runoff generated by storm events with a frequency greater than or equal to the 10 - year, 24-hour event without overtopping the roadway. This roadway/culvert crossing is in a deteriorated condition and should be evaluated for possible future rehabilitation or replacement as City funding may allow. 9.2 Proposed Drainage System Improvements: For projects such as these, City of Ocoee regulations stipulate that retention and/or detention be provided for the 25 -year, 24-hour storm event. Additionally, because Starke Lake is considered landlocked, City of Ocoee regulations generally require retention of the runoff from the 100 - year, 24-hour storm event. The St. Johns River Water Management District (SJRWMD) has indicated that this project will require retention of the pollution abatement volume. The District will require only that retention be provided for the runoff from the first inch of rainfall from the proposed improvements and for those portions of the existing site areas that would flow through the stormwater management facilities. No retrofitting will be required by SJRWMD for existing improvements on the site that will not flow through the proposed stormwater management facilities. The conceptual plans depict the location and configuration of a proposed stormwater pond that generally meets the requirements of St. Johns River Water Management District. If additional storage volume is required, the pond size will need to be increased accordingly. Proposed site improvements, as shown on the conceptual plans, also include converting a portion of the existing ditch between Bluford Avenue and Lakeshore Drive to pipe conveyance. 8 OE -148. L03 Standard criteria for sizing a culvert to replace a ditch of this character dictate that the culvert be sized to handle runoff rates generated by the 50 -year storm event. Analysis indicate that a 60 -inch pipe is necessary to handle the drainage basin area runoff from the 50 -year storm event. It should be noted, however, that the installation of a 60 -inch culvert in the ditch east of Bluford Avenue will not affect the flooding conditions west of the road because of insufficient capacity within the existing culverts under the road. Replacement of the existing culverts under Bluford Avenue with 60 -inch pipes would increase the system capacity so that the road would not be overtopped except for storm events in excess of the 50 -year storm event, versus the 10 -year event as currently occurs. 10.0 PERMITTING REQUIREMENTS Two permitting agencies have jurisdiction over portions of the improvements which are associated with the project. These agencies, the permits expected to be required, and the relevant fees are outlined below: Agency Permit Fee SJRWMD • Water Quality Permit (40C-42) • Dredge & Fill (Short Form) $ 250.00 $ 200.00 FDER • Wastewater Collection (Long Form) T $ 250.00 11.0 COST ESTIMATES A preliminary construction cost estimate has been prepared for the proposed site improvements as depicted on the two conceptual plans. These cost estimates are provided as Figures 9 and 10. The cost estimate corresponding with the conceptual plan depicting minimal site improvements (Figure 1) is approximately $196,000.00 and the cost estimate corresponding with the conceptual plan maximizing the use of available land area (Figure 2) is approximately $241,000.00. 9 OE -148. L03 REFERENCES CONSULTED City of Ocoee, "Land Development Regulations". Orange County Engineering Department, "Lake Index, Orange County, Florida", February 1987. Orange County Engineering Department, "Permit Application for Lake Olympia - Starke Lake Control Structure", September 1985. Orange County, "Subdivision Regulations", February 1989. Soil Conservation Service, "Soil Survey of Orange County, Florida", August 1989. Soil Conservation Service, "TR -55 - Urban Hydrology for Small Watersheds", June 1986. State of Florida, Department of Transportation, "Drainage Manual", 1987. U.S. Department of Housing and Urban Development, "Flood Insurance Study, City of Ocoee, Florida, Orange County", May 1978. 10 OE -148. L03 pddd 8Rsi I 3nva! 000M I AU015 I I 03145 606M, I I w 7LU �d Y u QC j)48, y'did 116 c � e \ F � � \ \ ` ~-�, tidy I 15 W O ° --- as ~ Q I I C-- y w --- V z� Iuj r- -r' J = I\ ILC I X . IY I I I I o. I 0W I 11 I iw' �Omal 'ld30 D110d 1 I LL_- ---- I -- I rrr� I --IF id ---- _�----- -- -- — ��---L _ ----==—i —_-_- 3nN3nv aHOdms — ------------- ------_------ y'Yg�� ---� j�-------------��— ------------ 7199 aUPdid pqdd \ \ RIM DOOM I AU01S t 03HS OOOM� I W bd I %I--------+ -------------^ -- II .2 ) _ ` _ _•_ 1 . j r------- r, Peach_Lak' Iko AR 119 ��- -I -•� �:�1 :�=-`�= I i o'" SEPB :�I 1II� II � �•f% -..••I— +. _-----' ---T— --�- r - I -- I - ---- 1 19 126' I — \ / i 0 I - W _ "- • I r Trailer P rk ['Park II„ = I C r7!. S��,.h � .IL.:h�, 15017 t ■'' •1 `"SILLY@H•• al �iD: -_ ••/ `.,.. •1 'f-.,. II 13e �.�. ; 'J•L _,IP ,SITE T� I --- - _ •i Starke Lake98 i © �� �i. IjnCL •�1 Wil[ • ' Ocoee i2 1123 �'L LJ_ • j ,-`_' 'ir y �j • 1 • "1 n I ' •� C 30 7. !v II ..• 'dr ✓ 139 f'✓ 11,.119 i. .}I''=�iiL.•:-. "e.... T vv i...Ej 20 .j.�.� •j; •"`O 123 •125 ;\ ..�i '•W. ---•��__'__-�•='_='====111/6. •..' �� M�•- °< IU `-�.0,; ��_ I �I 1'/r i x•00 - -. 1 � / • 1 '1I ------- _ 50! f • ��•S.R. 5o �2S `', 1 t\� ° i r 110 Zake Bennet -. r7V Source: USGS Topographic Quadrangle Scale 1":2000' Winter Garden, Florida 1956/1980 a Site Location: Section 18, Township 22 South, Range 28 East it* CITY OF OCOEE MUNICIPAL COMPLEX LOCATION MAP FIGURE 3 16-1N, WM I Base Map: City of Ocoee Zoning Base Map II II II II ------ - DELAWARE S MUNICIPAL ll COMPLEX `6 -IN WM 6 -IN WM MCRET ST. OEM MAGNOLIA ST. Eill" a, LAFAYFTTE ST P., STARKE LAKE kk `. CITY OF OCOEE MUNICIPAL COMPLEX Scale 1":500' a EXISTING WATER DISTRIBUTION SYSTEM FIGURE 4 mi >1 j FT I I i IiII W> SILVER TAR AD. 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Z :i . i ?� `'' ♦ lOQr2R 4 cF :a � � •htf. ! •:}• �"�. IIO � - `"H �'' + �`�'�t�-" - . t - t . . UD i� r 7L `�"'/r;1.�Q f�W^� :+T rte.,, 54 • d� �� , ..; Cr h� •�•' ' gyri + .'�r,•� •s .sf tk7 9 �. �-S[l G ]_r *-a' u- , /•w•_--�_" s yrf . ti►pt�a.: tlr�Ar' " �/� r 7r.�yv► y'/4'lYi�s.��� "' 4- •'� Y k ���4`'�'�}` >. �� A"'.L � ��• ��'.��e APiL4 f�...j*,t1r .�.,< _� ,—•„�•�+-' �w Iy s' ;0 ;/ +M7 �i.: ��t' �..,.T '•= �/ •�`�"tt"��' ..t, yr 45 ,r,. e>•'. ','a , 54 y, a�4:G� n - : v r. ti+1' ,� t47 r• 'r..._ ..i � �t•�e•� fie„ _ �. "� F.� f_�t- ..� / � � ,M'..� � ��' : 1 �-'� 7!!E Z �Y' - _ • � .t' 1. ley 7- cai 'r 27 ! ° ,f _ __ i °/.g�i� �• r 2T .� ._ E �a°► . ��i�kr,�► <10 1H r• OCO!! t t. �� •� �'f�'j � f '! + -+_ 4i0/•y _ -rte+. • /•t•I "e• t S '� �n •. w y.• -,y . ���, 1 �t v 46 :G . t* '�` ♦_ - �3D, . 39, i . •� c.. .$ ' ft 6� r IG GI i' i 51 55'£ t=•=J.; rs'5"' - Starke Lake ; At 11V 39 52 53-- Vie` y .. 40:t D o Y 'y�ir l fZ+I i 26 t�ly j t 4t 54 .' 139 SIT �. 46 Source: Soil Conservation Service b Scale 1"•1667' Soil Survey of Orange County, Florida Issued August 1989 Sheets 17 and 18 Soil Legend: HSG 48 - Tavares -Urban land complex, 0 to 5 percent slopes A/ - CITY OF OCOEE MUNICIPAL COMPLEX SOILS MAP FIGURE 6 • 1 I C J C �v�•i'" N 2 CA ' J RMI .�M2 x 100AN0500 YEAR L FLOOD CONTAINED %, ,_ ;. .r�,v • < +' F (LP IN CHANNEL -- ROAo J SILVER. - STAR —_ _–_—_'_.___._ ___--_____�._ - --__— --_. #,• syn h.s!sw tYY�''ay ^�; ��ce '�R..: Q / ZON LAKE J IL a 117 ----- ,FRANKLIN RM4 r TAYLOR.• ZONE BAV RIF3 113 =- E� ZONE BUi- NE RA;_ROAD I �13�OAK L AN ST INN ?(i.. j 114FRANKLIIV ..RM5, I ST �• z+ 4I N Ej w I. _ ii ZONE A8— =w: m LAFAYETTE ST i W 1 �,�aE= uj ° < I 9` 0LU Ni8 .'R�`.Y`"•iF.r y �� - Lam.=- •.� ._ ' l Z a RM7�' ZONE B/ LIMIT OF �. 1 GETAILcD�AKeSH&qe�,., p0 STUDY 7TH ST_ W J ZONE C n4 _ ORLANDO.—_STREETr�o� (WHITE a JHORMEGAS ,STREET J � -- W ' 1 U m 3 > -- -- — - -- w G __ V --- - - y --- w Q Q D J Z LU Lu C ORY ROAD '� SABINAL Source: Federal Emergency Management Agency Scale 1":1000' Flood Insurance Rate Map City of Ocoee, Florida b Community -Panel Number: 120185 0005 B Effective Date: November 1, 1978 Zone A2 - Areas of 100 -year flood; base flood elevations and flood hazard factors determined. Zone C - Areas of minimal flooding. (No shading) CITY OF OCOEE MUNICIPAL COMPLEX FLOOD MAP FIGURE 7 'I •. � II I u` 19 Peach Lake r OR //.9 L :: I 58Pg s l 1 IFpriLak/ 103 ' I I .u' '.` _ .i' 1r311Br harN " ♦� � �—_� r'1�__�-- ' 1�2 •� ' ---- Traer Park --- —— I EXISTING DITCH�_� i i I.••1�•_I y�I=-i I 50 18 '/` � • . L.•+�I' it 1_� I ii •_ II , I` - _ ~i�'••'I,1 •..�i I� �i� I 1 if % n M I /JA •�I f •a:Jl _ _.' II .__ . I _ _ 1 u 'APPDXIMATE l: MITS OF ' I II 't ;�•'J. Starke Lake -1 pump 11 DRAINAGE BASIN AR•'',•i. coee .120 3 130 J I' Qj ■�1� - r f— — I -aa: •�s— ` / --.Z r_ w/3 rte' ry �(r.r?/ � } Q• ii. • i �' I l ! J rm `WTU. :!.•il• 'I - e Irl r ..".. I� r': I I: 'J� II I I;I_ 19I_ !'20 - `' C �ol� 123 IN L'_ �i, \ \ -- ter----_ -:11 • j ' � _ I .� _ -'1 .. 50� ake,Benne, I -� S.R. 50. 4z5 t\ " e 526 �1 / Base Map: USGS Topographic Quadrangle Scale 1"'2000' Winter Garden, Florida 1956/1980 CITY OF OCOEE MUNICIPAL COMPLEX EXISTING DITCH CONTRIBUTING AREA DRAINAGE BASIN MAP FIGURE 8 PROJECT NAME: OCOEE MUNICIPAL COMPLEX PROJECT NO. OE148 FILENAME : OE148C1$.WK1 PREPARED BY : Professional Engineering Consultants, Inc. DATE : 6/27/91 SUBJECT : CONCEPTUAL SITE PLAN (FIGURE 1) PRELIMINARY COST ESTIMATE CATEGORY DESCRIPTION QUANTITY UNIT UNIT COST COST Site Work Mobilization I LS $5,000.00 $5,000.00 Clear and Grub 1.8 AC $750.00 $1,350.00 Import Fill 2200 CY $6.00 $13,200.00 Sodding 6700 SY $1.50 $10,050.00 SUBTOTAL ------------ $29,600.00 Stormvater Concrete Flute 60 -inch RCP Outfall Str. 60 -inch Headvall Remove Existing Headwall SUBTOTAL Paving Extruded Curb t -inch Type S-111 Asphalt 6 -inch Soil Cement 12 -inch Compacted Subbase Wheel -stops Concrete Sidewalk Signage and Striping SUBTOTAL Sanitary 4 -inch PVC Force Main Sever Lift Station Sever Manholes/Laterals Pavement Open Cut SUBTOTAL SUB -TOTAL CONSTRUCTION COSTS 20 % CONTINGENCY T O T A L= 1 EA $1,000.00 $1,000.00 200 LF $110.00 $22,000.00 1 EA 15,000.00 $5,000.00 I EA $10,000.00 $10,000.00 1 LS $1,000.00 $1,000.00 ------------ $39,000.00 1020 LF $3.00 $3,060.00 2110 SY $2.75 $5,802.50 2110 SY $5.00 $10,550.00 2400 SY $0.50 $1,200.00 22 EA $50.00 $1,100.00 180 SY $15.00 $2,700.00 1 LS $3,000.00 $3,000.00 $27,412.50 1780 LF $6.00 $10,680.00 1 LS $50,000.00 $50,000.00 1 LS $5,400.00 $5,400.00 30 SY $30.00 $900.00 $66,980.00 $162,992.50 $32,598.50 $195,591.00 FIGURE 9 PROJECT NAME: OCOEE MUNICIPAL COMPLEX PROJECT NO. s OE148 FILENAME : OE148C2$.WK1 PREPARED BY ; Professional Engineering Consultants, Inc. DATE 6/27/91 SUBJECT CONCEPTUAL SITE PLAN (FIGURE 2) PRELIMINARY COST ESTIMATE CATEGORY DESCRIPTION QUANTITY UNIT UNIT COST COST Site Work Mobilization 1 LS $51000.00 $5,000.00 Clear and Grub 1.8 AC $750.00 $1,350.00 Import Fill 4000 CY $6.00 $24,000.00 Sodding 4400 SY $1.50 $6,600.00 ------------ SUBTOTAL $36,950.00 Storavater Concrete Flume 60 -inch RCP Outfall Str. 60 -inch Headvall Remove Existing Headvall SUBTOTAL Paving Extruded Curb 1 -inch Type S -III Asphalt 6 -inch Soil Cement 12 -inch Compacted Subbase Concrete Sidevalk Signage and Striping SUBTOTAL Sanitary 4 -inch PVC Force Main Sever Lift Station Sever Manholes/Laterals Pavement Open Cut SUBTOTAL SUBTOTAL CONSTRUCTION COSTS 20 X CONTINGENCY T O T A L= 1 EA $1,000.00 $1,000.00 330 LF 1110.00 $36,300.00 1 EA $5,000.00 $5,000.00 1 EA $10,000.00 $10,000.00 1 LS $1,000.00 $1,000.00 ------------ $53,300.00 875 LF $3.00 $2,625.00 4250 SY $2.75 $11,687.50 4150 SY $5.00 $21,250.00 4300 SY $0.50 $2,150.00 206 SY $15.00 $3,090.00 1 LS $3,000.00 $3,000.00 $43,802.50 1780 LF $6.00 110,680.00 1 LS $50,000.00 $50,000.00 1 LS $5,400.00 $5,400.00 30 SY $30.00 $900.00 $66,980.00 $201,032.50 $40,206.50 as=====s==== $241,239.00 FIGURE 10 �ORTH LINE SE. 1/4 SECTION 18-22-28 S88° 45 W (D) 552' (D) FOUND IRON BAR r S88 53' 16" W 553. 76' (C) W/CAP LB. 03110 ° EAST 1 /4 CORNER SECTION 18-22-28 \ r I I I p rz I I C3 ZIo� LAKERIDGE w LO LOT 9 -- - - -- ( P. B. F, PG. 123) - - Q L 0 T 10 SCALE: V'=40' Q �-LOT B MAGUI RE' S ADD I T I DN TO OCOEE I 40 0 40 80 O Q I SET P. K. NAL 6 DISC _- - LB. 3556 (P. B. G, PG. 1 0) O r\ T 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 ��� oe \ \ ° LOT 1 0 LOT 9 LO I \ w o o I I 10051 OP LE TOP EL. nEL. 98* .O.B• 77 % nlCNI \ ¢ m G SW. CORNEA LAKERIDGE x ' I TOPCELND102. 56 (CENTER) quo 0 0 04 o \ o (P. B. F, PG. 123) 542. 5D ( M) FOUND 3" PIPE IN CONE N8 • 45' 00" E (D) (M) 542. 60' ( D) I1yV. EL. 97.20 (N) o o _ U FOUND IRON BAR W/CAP FOUND IRON BAR 10" -0. 7' 0. 3'-: 3. 8' 1 V. EL. 97. 3 S) a �; \ w L. B. 3225 S. 1. 83' ; E. 0. 61 ' W/CAP LB. 3225 FOUND 5/B" l RON BAR 7" CHA 1 N LINK FENCE�4 LO T 7 W - 1 B" N. 0. 34' J. 0.50' ` INV. EL. 97. 82 FRA NKL I N ST. 6" ORANGE i TREE NK / O \\ \ SET IRON BAR W/CAP � 112.63' S. LINE LAKERIDGE (P. B. F, PG. 123) 7" 5 26" _ _ _ - - -- 7 LB. 1' X1' 162. 75' - 1- - - _ ��`--CONC.HDWLSTEEL L ID_ 317. 43' 503. 16� _ - - - -' TOP EL. f 01. 72 ( CENT1.556 R) o \ O 1 - FOUND IRON BAR / INV. EL. 96. 62 (N) 1 STORM MH. I �FgyEga \ i W/CAP LB. 2108 INV EL 96.72 (S) DROPSINLET 101. 39 2" IRON PIPE RA I L Ijr OP 2� J / y_ _ / VEPH\Ao isES00_ \\ \ v Z I OF OP / / /� m p CD �LECT BOX OP\,* II �^ / / / I N \ SET IRON BAR W/CAP/fj � J I 15" MOLT 1. TRUNK ¢ / / \�Pd ` U G I N \ \ LB. 3556 / S. LINE MAGU 1 RE' S ADD I T l ON TO OCOEE o CIL I 8" CONC. H WL / / COQ �TANKCI ' \ RR 46� 3D° E / (P. B. G, PG. 10)II __� 476. 31- (D) TOP EL. 10 . 17 / CD INV. EL.9905'� / SII 15" TREE?. -44 - 8' CONC. HOWL. I ( I / �- 4/0' X 5. 0' A)C PAD 4 O O 34. 7' �\ TO EL. 11 I _ / ' tt 1, m I 60" PCP 2' Water Line 2. 5' X 2. 5' A/C PAD 3. 1' X 4. 1' GEN. PAD �e INV. EL 105. 41 _ _ - - _ _ _ _ - ' 2. 5' X 2. 5' A/C PAD INV. EL. 97. 25 W W 4.. X 42" \ ' F� FLOOR ELEV. 110. 78 6' O ,1P 6� u P r TANK X 2.0' PROPANE - / 15" TR 0 2. 7. 4 _ // E MP _ _ _ _ _ a aC _ 50 R/W ( UN I MPROVED) 5" RCP /// I I I O i 191. B' I 43. 7' `r `r 49. 3' ( FIN. FLOOR ELEV. =103. 08 \ TOP EL. ET 71 ti - w 12. 6' m DROP INLET N. RIMCURB NELT 112.47 15" TREE o i STORYINV,L<i 3 I CONC. BLOCK W/BR I CK V NEER _ (UNABLE To GET ) (n / O E. INV. EL. 99. 06 W. INV. EL. 104. 41 6' tri RB INLET I I I poj I \5. 6' X 2. 0' PROPANE m I 0' (CITY HALLS m I �' \\\ _w w / N. RIM EL. 112. 34 n 2" q Z Z II TANK COMMUNICATIONS / E. INV. EL. 104. 76 v I -� 105. 6' 9 _! J / W. 1 NV. EL. 105.55 I I - - - - - - II I SEPTIC TANK ® ( I 6" _ 19 3' _ _ - J 0. 7' BRICK PLANTER 1'X1' MON. \ \ \� 0" I" I LA -- 3.2' X 4.0' � o s s \ cn cow (1 I 1' Water Line - - �_ ElCONC. PAD ,�SL - °1 Q 12" EVERGREEN \ 5 \ \ LLil1 3 70, 2 35. 4' 0.7' BRICK SIGN 0. 5' HEADER CURB v \ I 25" 1 , I 4.0' X 6.0' (CITY HALL) 3 0.7' BRICK Y 7 A/C PAD 0 3' X 3' CONC. PAD 9 \ \ II I PLANTER ( ti C-) L10I WITH FLAG POLE F \ 1 ( N FLOOR ELEV =114 48 4' 1 3.4 \ TEL. BOX I II I CONC. BASE v mW�"' Z (�? r \ \ 0� w FOR FLAG POLE .. ❑ M W d3 4 Q cn w w 00 10" WOOD PILE Q (I I (z AMP W W ¢ w Q- `t - a s- ¢ w - - Q 9FT \\\ X000 FLA. TELEPHONE MH. ( II w x 4' c:) a o m_ Lo_ m Z_y_ Q -� v�si v o w a( V V (o z Z z z Z Y n Z cooFy WOOD L I GH\ JQ0 Q WOOD DOCK NOTE: I II I z v w I >-C�_'v (� LJ r Q__- w ti� !p 0 P� ELECT BOX --cn o -¢ x xw w N �CC_I o; o ¢ ¢ Q w Q a - ¢ �G OSP VP ¢caw ( O p n I� Q a ¢ a x CITY HALL LOCATED AT 150 LAKESHORE DRIVE I II ( Q<c 0- QFw 2" of F -m Q zo a- POLICE DEPT. LOCATED AT 175 N. BLUFORD AVENUE ( LU I -a w I P � 7 i 3 ¢ PGQO FIRE DEPT. LOCATED AT 125 N. BLUFORD AVENUE 12" ¢ O 0� Op�0000E Z 69. 0' 35. 4' COMMUNITY CENTER LOCATED AT 125 N. LAKESHORE DRIVE Lu ( - - - -I Q m WITHERS - MAGUIRE HOUSE LOCATED AT 16 E. OAKLAND A NUE. I � ---% ( 4 __% u, 2" BLDG. OVERHANG _ b h m V 6" CONC. CURB (TYP�- 6" CONC. CURB (TYP.) Q� 0 ( D. R. BOOK 27B1, PG. 1024 ) P. 0. B. z / m I �� I o A S P H A L T -� N89° 58' 00" W (D) 1206. 70' (D) ��- \ BENCHMAPK:C-231-0039 ) cr (0. R. 2789, PG. 908) S. LINE, 0. R. 2781, PG. 1024) (ORANGE CO. DATUM) Z I o a 3' x 3' ¢ \\ FOUND "X" CUT IN NW. CORNER OF DRA 1 NWELL I\ Q 9. B m ❑ A/C PAD Z q 3 PARKING 80. 0' s I I I I I I ( m \y \ \ \ BOX E. SIDE OF LAKESHORE DR 1 VE & 300' C) L(� Z SPACES o o SEPT I C ++�¢ \ \\ N. OF OAKLAND AVENUE Q I G TANK 7 PARKING SPACES 9 PARKING SPACES o \ I CC c� - . I o 3 PARKING E (6cv N D i- X GRAN 1 T MON. o \ ��O JG Q ELEVATION 104. 029 1B"SPACES SL 7 0' ro 7.0 MULTf TRUNK 9 PARKING SPACES u T 9"I I 15" �o 0 7 ¢ 7 PARKING SPACES c 0. 7' 3 I I I I I I I I n 99/ O� TCo \o SFLAG POLE i STORY 2. 7' X 0. 7' CONC. o o CONC. BLOCK coL (TYP.) _ z �9 -��A\ \��T� ( 0. R. B J 2 7 8 9, P G. -90B) III I o o., W/BRICK VENEER99G� �- II ( D O P ¢ A S P H A L T FC. j9/ x ry (FIRE DEPT.) N o��cG99 ��9 J �z�o�F�` \� TEL. BOX ' I I 1 o m o FIN. FLOOR � m oAo 0cy m� ELEV. =116. 03 O I I TF , Iw G 7 PARKING SPACES 9 I ARKIING I PACT Sj I \4.w 9° 58' 00 W (D) 1204. 58' (D) 4 5' X 1. 3' CONC. MON. 66. 0' - - - �- - - - S. LINE, 0. R. 2789, PG. 908 �- 8" RETAINING WALL J oT y 9 �y y Q $ 879. 58 (D) 14" �� 9 J -� 3 ELECT. BOX �\ a CONC. BLOCK \ 2� ®I I I 0 I OVERHEAD W/RES 325. 0- D) 3. 8' X 3. O' IRRIGATION WING WALL \ (--c CONTROL BOX �i I 6" o SEPTIC \ TANK J 4 1 • "' 4. 1�"' 4. 1'. 16" GEN. PAD 38. 1' CONC." II Ui 343.3' �/ / v d LEGEND I I I � � I REFLECTOR � PARKING SPA�S d N12.01 rn I \ \ �/ CABL TV. "i 11. 9' 12. 0; ~ 12. 7' I MULTI CAMPHOR g" TEL. BOX 3.9~ \ 011 \ Q w HOWL HEADWALL I I I O p A S P H A L T O O 14" i STORY m 3 4 WOOD LIGHT \ \ (� i O CONCRETE I II mm I X05 CONCRETE BLOCK BLDG. i \ o cr Q w GONG a I I CD" d s� COMMUNITY CENTER 1 Q \ w POWER POLE II Lp� I 10" 3 PARKING 5. 5' X 2. 0' 6 y� z F1,0 16. 6' U O Q Z w SPACES GRILL 5'1 0 O \ LLJ U_j LLJ W w ` 8" 12. 0 ` B. 0 ® WATER METER I C) c) I I rwlN OAK w�P\ O o o WATER VALVE I II IWo I p C-) 5 PARKING SPACES S PICNIC X2.0 24" gP�O� L� \\ T 9' 8. 0' Z 0 DQ . . . . . . . II ZW ¢ 4" TWIN < 1 n 4 1' 4. 1' 4• 7 � W Z w � 0 SHELTER v 14" " O o_ W J FIRE HYDRANT I I - ¢I - \ N w Q MANHOLE I I 3 I o LO -0- SL 15 0'7.1 9 343. 3' / 38. 0= cq cn W O GUY WIPES RES I I 10'I J �a @L� FIN. ELEV. _Ill. 89 C) 3LU N O E- N .s� s 1 OZJ.� 9" w 7 c6 0 6 o I O v N 22. 7' c y 4" ¢ /J SIGN ( I I 8" e" f e" 1. 1' 2 STORY o 1.5 18" 14" Q) L-- n CC O CD Lr) O OVERHEAD WIRES100 9' 2. 5' 9 I 5" TREE / w WOOD FRAME W 9 -Z ca o �- q o >\ n D ` F1 INV. EL......... INVERT ELEVATION / / I I HOUSE2o. 5' aq/cK o " m 6" U Wo ca o RCP ........ REINFORCED CONCRETE PIPE i I " LL 15„ wq<k o Z 9 9 cn w Z W » LLl p m W m O W ECMP ELLIPTICAL CORRIGATED METAL PIPE I II I ? CO Ln `� Q - w - I O. R. BOOK 2808, PG. 667) 7. ¢ J -� / ( 8° w C VERED PORC \ Z- m Q \ ... PALM TREE II 9" I 10' 10" 4' CONCRETE WA K - O \O ¢ Q Q Z OAK TREE I II 72" CAMPHOR (06" N- -y m_ -y ��� C C. STEPS \ II I -4SL a �, z cr a TALLOW TREE I / I o SSL ? Y- - o� STREET LAMP II I m O 15" 15" c -xz CC VERHANG \ \ 18" TREE ........ CONCRETE LIGHT I I CO FOUND 3/4' PIPE o -o -a I SW. CORNER LOT 6 (0. R. 2808, PG. 667 BAR �C /� .2. 63' E. OF SECTION LINE 874, ,39- (D) DROP INLET 3' X 3' CONC. BASE W/ FLAG POLE V w SE. v v a ALJ N O ° � O Q) � � Z J �n CORNER 0. R. 2789, `PG. 908) Z) Zo J LIJV W <n (I ( ( 0. R. 3488, PG. 1474) 14„ " FOUND 5/B 1 AON Q -0-SL SPOT LIGHT FOUND 3/4" PIPE 8„ O o a ' ( C) SET IRON BAR W/ CAP TOP EL. 102. 02 / I I STORM SEWER MH. 12"* 12" „ 325. 06' hj 13" 2 11 N 9 5i 205.26' (A9 SERVICE POLE 872. 2� FOUND 13/4" EPIP EL. 9. 41 126. 85' [ �' LB. 3556 LIGHT POLE ( ii ( TOP EL. 11 B. 30 3 5.1)( ( ) 891v14" 4 „ 12" 10 SIG 22782 B° CAMPHO o ----o . . . . 14„ S. I N . EL. 110. 80 4" 8" 4" D 10' 24" TREE \ ........ HANDICAP PARKING SPACE I I SIGN -CSE. W. I NV. EL. EEL. 11 02482 SOUTH LINE LOT 6J 14" 8" EVERGREEN SW. INV. EL. 112. 67 -9" 14' 12" 12" 12" PALM _ 12° - - OVERHEAD WIRES DROP INLET R/W ........ RIGHT-OF-WAY DROP INLET II S. SW. INV. EL. 112. 79 14 14„ CATTLE GRATE 38 ------ DROP INLF_T 885• 00 -- 18" TOP EE 102.86 \ t TOP EL. 117. 7 W. NW. I NV. EL. 112. 54 TOP EL. 107. 88 INV. EL. 1 D0. 50 ( C) ........ CALCULATED INV. EL 114. 8 /_ \ INV. EL. 105. 34 9� DROP INLET D 15" qCP r t TOP EL. ET 25 (M) MEASURED _ _ - _ - - 4" CONC. cuRe _ - - - _ - _ 4" CONC. CURB _ - - \e„ RCP OAKLAND AVENUE / ( p ) - -�\�= --��S���p NW. INV. EL. 99. 31 PGP B 0 *1 /"1 / wJ �� 15° Su SE. INV. EL. 99. 44 (DI ........DEED -'S IIS � 9 / ` \ q C ACp 24" CLAY / DROPOP EINL117.80 II¢ - - - - - - - - - - 24" CLAY - - - - - - - - - -DROP INLET - - - - 24" LA -/ / . DROP INLET / PINE TREE INV. EL. 115.48 \ �\ / TOP EL. 107.89 s STORM SEWER MH. TOP EL. 102.79 / FTC. MANHOLE II~ I �� \ OVERHEAD W 1 RES INV. EL. 105. 19 � 11 q TOP EL. 107, 98 INV. EL. 100. 95 PGp TOP EL. 11 B. 15 I 1 ' $ .- D TOP EL. 103. 92 _� �o S. INV. EL. 103.52 t5 DRA I NAGE CONTROL STRUCTUR i� �_� a �' \\ SE. 1 NNV. EEL. 1 04498 CIL INV. EL. 98. 00 TOPDROPEL. 118. 17 1 I IQ DROP INLET ( NW. I NV. EL. 105'03 STORM SEWER MH. DROP INLET S. SE. I NV. EL. 105. 45 \ \ TOP EL 11 B. 08 18" PCP -4 W NW. INV. EL. 104. 95 I I m TOP EL. 102. 85 TOP EL. 102. 26 I E. INV. EL. 99.46 INV. EL. 99.42 DROP INLET Q I TOP EL. 107. BO W. INV. EL. 99. 52 DROP INLET TOP EL. 107.82- W. INV. EL. 99. 73 (15" RCP) � INV . NV. EL. 105.97 © NW. INV. EL. 99. 71 DRAINAGE STRUCTURE INV. EL. 105. 61 TOP EL. 102. 18 zt Lu J PROFESSIONAL ENGINEERING PEC/e • • u r v e y • Suite • I 200 East RobinsonOrlando, • • . 32801 * • 8062 o _,0'• LEGAL DESCRIPTION FROM A POINT ON THE NORTH LINE OF THE SOUTHEAST QUARTER (SE%) OF SECTION 18, TOWNSHIP 22 SOUTH, RANGE 28 EAST, SAID POINT BEING 552 FEET SOUTH 88045' WEST OF THE EAST QUARTER CORNER OF SECTION 18, TOWNSHIP 22 SOUTH, RANGE 28 EAST, RUN THENCE SOUTH 0033'00" EAST 494 FEET TO THE SOUTHWEST CORNER OF THE PLAT OF LAKERIDGE SUBDIVISION AS RECORDED IN PLAT BOOK F, PAGE 123, OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA TO THE POINT OF BEGINNING, THENCE RUN NORTH 88045'00" EAST ALONG THE SOUTH LINE OF SAID PLAT 542.60 FEET TO THE WEST LINE OF SECTION 17, TOWNSHIP 22 SOUTH, RANGE 28 EAST, THENCE NORTH 0032'30" EAST ALONG SAID WEST LINE OF SECTION 17, TOWNSHIP 22 SOUTH, RANGE 28 EAST A DISTANCE OF 58.22 FEET, THENCE SOUTH 47011'30" EAST 263.00 FEET TO A POINT ON THE SOUTH LINE OF "MAGUIRES ADDITION TO OCOEE" AS RECORDED IN PLAT BOOK "G", PAGE 10, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, THENCE ALONG THE SOUTH LINE OF SAID "MAGUIRES ADDITION TO OCOEE" AS PLATTED AND THE PROJECTION OF SAID LINE SOUTH 87046'30" EAST 476.31 FEET TO THE EAST LINE OF THE NWY4 OF NW'/4 OF SW'A OF SECTION 17, TOWNSHIP 22 SOUTH, RANGE 28 EAST, THENCE SOUTH 0040'00" WEST 188.53 FEET ALONG SAID EAST LINE OF NW'/4 OF NW'/4 OF SW'/4 AND THE PROJECTION THEREOF, THENCE NORTH 89058'00" WEST 1206.70 FEET TO THE EAST RIGHT OF WAY OF "BLUFORD AVE." AND THE WEST LINE OF LOT 6, BLOCK 2, AS PER "MAP OF OCOEE" RECORDED IN PLAT BOOK "A", PAGE 100-101, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, THENCE ALONG SAID RIGHT OF WAY NORTH 0033'00" WEST 315 FEET TO THE POINT OF BEGINNING. TOGETHER WITH: FROM A POINT ON THE NORTH LINE OF THE SOUTHEAST QUARTER (SE'/4 ) OF SECTION 18, TOWNSHIP 22 SOUTH, RANGE 28 EAST, SAID POINT BEING 552 FEET SOUTH 88045' WEST FROM THE EAST QUARTER CORNER OF SECTION 18, TOWNSHIP 22 SOUTH, RANGE 28 EAST, RUN THENCE SOUTH 0033'00" EAST 799.0 FEET, ALONG THE EAST RIGHT OF WAY LINE OF BLUFORD AVENUE, TO THE POINT OF BEGINNING; THENCE SOUTH 89°58'00" EAST ALONG THE SAME LINE AS THE SOUTH LINE OF THE DESCRIPTION AS RECORDED IN O.R. BOOK 2781, PAGE 1024, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, 1206.70 FEET TO A POINT ON THE EAST LINE OF THE WEST ONE QUARTER (W'/4 ) OF THE SOUTHWEST QUARTER (SW'/4 ) OF SECTION 17, TOWNSHIP 22 SOUTH, RANGE 28 EAST, 795.64 FEET SOUTH 0040'00" WEST FROM THE NORTH LINE OF SAID SOUTHWEST QUARTER (SW'A ), THENCE SOUTH 0040'00" WEST 100.01 FEET, THENCE NORTH 89058'00" WEST 1204.58 FEET, TO THE EAST RIGHT OF WAY LINE OF BLUFORD AVENUE, THENCE NORTH 0033'00" WEST ALONG SAID RIGHT OF WAY 100.00 FEET TO THE POINT OF BEGINNING. TOGETHER WITH: BEGIN AT A POINT ON THE SOUTH LINE OF LOT 6, BLOCK 2, "TOWN OF OCOEE" AS PLATTED AND RECORDED IN PLAT BOOK "A", PAGES 100 AND 101 PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA 355.00' EAST OF THE CENTER LINE OF "BLUFORD AVENUE" AND S89058'00"E 325.00' FROM SW CORNER OF SAID LOT 6, RUN THENCE S89058'00"E ALONG THE NORTH RIGHT-OF-WAY OF OAKLAND AVENUE AS PLATTED AND OCCUPIED, A DISTANCE OF 874.39' TO THE EAST LINE OF SW'/4 NW'/4 SWA SECTION 17, T22S, R28E, THENCE N0040'00"E ALONG SAID LINE 244.51' TO THE SE CORNER OF DESCRIPTION RECORDED IN O.R. BOOK 2789, PAGE 908, THENCE N89058'00"W ALONG THE SOUTH LINE OF SAID DESCRIPTION 879.58', THENCE S0033'00"E 244.50' TO THE POINT OF BEGINNING. TOGETHER WITH: BEGIN AT THE SOUTHWEST CORNER OF LOT 6, BLOCK 2, MAP OF THE TOWN OF OCOEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK A, PAGES 100 AND 101, OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; RUN THENCE EASTERLY 325.0 FEET ALONG THE SOUTH LINE OF SAID LOT 6, THENCE NORTHERLY PARALLEL WITH THE WEST LINE OF SAID LOT 6 A DISTANCE OF 244.5 FEET, THENCE WEST 325.0 FEET TO A POINT ON THE BLUFORD AVENUE EASTERLY RIGHT OF WAY 244.5 FEET NORTHERLY OF SAID SOUTHWEST CORNER OF LOT 6, THENCE SOUTHERLY ALONG THE WEST LINE OF SAID LOT 6 A DISTANCE OF 244.5 FEET TO THE POINT OF BEGINNING. SURVEYOR'S NOTES: (1) REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH THE SURVEYOR'S EMBOSSED SEAL. (2) LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS-OF-WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD BY THIS FIRM. (3) BEARINGS SHOWN HEREON ARE RELATIVE TO AN ASSUMED DATUM, BASED ON THE SOUTH LINE OF LAKERIDGE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK "F", PAGE 123 AS BEING NORTH 88045'00" EAST. (4) THE "LEGAL DESCRIPTION" HEREON IS IN ACCORD WITH THE INSTRUMENT OF RECORD. (5) UNDERGROUND IMPROVEMENTS, SUCH AS FOUNDATIONS AND UTILITIES, WERE NOT LOCATED. THE UNDERGROUND WATER LINES AND SEPTIC TANKS SHOWN HEREON WERE FIELD LOCATED PER MARKS MADE BY CITY OF OCOEE EMPLOYEES, (6) DUE TO PHYSICAL LIMITATIONS, A MONUMENT CONFORMING TO RULE 21HH-6.030.8) F.A,C., MINIMUM TECHNICAL STANDARDS COULD NOT BE SET AT VARIOUS CORNERS THAT FALL IN STARKE LAKE. (7) THIS SURVEY IS CERTIFIED TRUE AND CORRECT TO THE CITY OF OCOEE. (8) NO TITLE INFORMATION ESTABLISHING PUBLIC RIGHT-OF-WAY FOR LAKESHORE DRIVE HAS BEEN FURNISHED THE SURVEY. I, JUN 2 7 ` 1 �w")fln WE HEREBY CERTIFY THAT THIS BOUNDARY AND LOCATION SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS SURVEYED IN THE FIELD UNDER OUR DIRECTION IN MAY, 1991. WE FURTHER CERTIFY THAT THIS BOUNDARY AND LOCATION SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN RULE 21 HH -6 (F.A.C.) ADOPTED BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANTTO FLORIDA STATUTES 472.027. THERE ARE NO ABOVE -GROUND ENCROACHMENTS OTHER THAN THOSE SHOWN HEREON, SUBJECT TO THE QUALIFICATIONS NOTED HEREON. LOCATED IN SECTIONS 17 AND 18, TOWNSHIP 22 SOUTH, RANGE 28 EAST CITY OF OCOEE, ORANGE COUNTY, FLORIDA s DAVID A. WHITE, P.L.S. FLORIDA REGISTRATION NO. 4044 JOB No. DATE 6----7--91 SHEET / OF /