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HomeMy WebLinkAbout(326) Manufacturer Outlet CenterlU 5 SITz r ;COUNTY Cpyl i k 22 00 4 D .o ,- AO 4 RVEYOR'S NJf:) kkeorodi t,ions of this sketch are not valid unless sealea ith an embossed Surveyo s Seal. Lands r, own hereon were not abstracted by this office for riaits-of-ways, easements of record, ownership, Murphy ct Deeds or adjoining d eds. Legal 11 ,,criptions shown hereoi was provided y the client rid/or his agent. Bearinn shown hereon are relative to N.G.S. Grid. / i 3�o5 AJ o ,1 t PREPARED FOR: >>^UOLE,4 �1,4�4L/NG /NBC.' NOTICE: there may be additional restrictions that are not recorded on this Plat tliat iniap br found in the Public Records this; inzv .7-,r^ :.SYi vErT 6vsvHESS+ �FiG E'-p� rod --_FW' �'OMMENf E /NPEiP/OR e4e OF SEC 24- 3S -3-9 IJ SCALE: �, 11AT9z• BOUN Sr1 R" 1111 LEGAL DESCIZP`m O1j COMMENCE at the Interior 1/4 corner of Section South, Range 39 East, St. Lucie Co my Florida; thence run N89°41'32"W, along the East-West 1/4iSection line, a distance of 30 feet; thence run S00005'13"E, par allel with the Nor th-Sout 1/4 Section line, a distance of 5 eet, to the POINT BEGINNING; thence continue S00005' 311E a distance of 414.E feet, thence run S2603710811W, a dirt trice of 590.73 feet; thence run S40°56'23"W, a distance of 132.95 feet; thence run S65°56'24"W, a distance of 377.85 fee thence run S70°04'02"W, a distance of 299.64 feet; to a point 1on a curve concave to the Southwest; thence run Northwesterly, klori the said curve having an interior angle of 19*1910511, a r diu of 775.00 feet and an art length of 261.30 feet, to a poin of Reverse Curvature of a curve concave to the Northeast; thei ce run Northwesterly along the curve;having an interior angle ol 21 31'O1" and a radius of 625.00 feet, and an arc length o 234.71 feet; thence run N19°56'35"W, a distance of 100.87 fee ; t ence run N70°04102"E, a distance of 459.41 feet; thence run N25 04102"E, a distance of 226.43 feet; thence run N00018'28"E, a distance of 425.04, to a point 25 feet South of the said E st- est 1/4 Section line; thence run S89°41132"E, parallel with the said East-West 1/4 Section line, a distance of 738.31 feet, to the POINT OF BEGINNING, all lying and being in Sei tion 24, Township 35 South* Range 39 East, St. Lucie County, Florida, and containing 22.0000 Acres, more or less. r ra rev-,5.or+ d /Jos o n �Ma9IJ �, �s l n 11ar,6 l ell rack',... eE i t CERTIFICATE OF Si RVEYOR I HEREBY CERTIFY that the at he map of survey of th' hereon described property is a d correct to the best of my knowledge and belief as ye in the field under my direction on z- w -,� - . I further certify that this survey meets the minimu hnical standards set forth in rule 21HH-6 adopted by e Florida Board of Land Surveyors, pursuant to Florida at to 472.027. There are no above ground encroachments of than those shown hereon, subject to the qualifications ed hereon. Dated this 'A�n" day of ", 198 e dames,' A. Kirby, III': Professional Land Surveyor Florida Land Surveyor No. 2391 JAMES A. KIRBY III REGISTERED LAND SURVEYOR 1921 ORANGE AVENUE PO. BOX 1826 FT. 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QL ♦♦♦♦ HC ��I10�1 k C �., O♦ �I I �) A C / �� 9 ♦♦♦♦ •1 / ♦2, " a al ' GIs1� 112 R 5 �I ��♦♦gyp a t� I �'_ LI-L �� � v I � ��♦♦ ♦♦♦♦♦ 1 t ♦♦♦ 1 RETENTI ♦♦ ��� �► p�� �� ���-�+tl i r %i vv A� 'I P� ���IIdI:u3 Ir �� �.� ��I ..._%I — �� -^• ��: —�' 30 • ♦♦ A f� i16i181,. A�" c� l +'' _ " I;�i I '� _ 1111NIIAIIAAI III 5 ��, w'still I I �' ■11 MYIP II / LI-I��wu�l�u umnnn �� & BF 91�1 I i 7 r� ■va �F r a �d wwmm�ul� �_ -P 0 wn I 0000, pIIIAINI�IIA� oui lWL9 lut+n�li� �� �A u1 9���� JlAl lLlll�plM��1111P1./I %-� , `✓ i� �j IGII � - � 000 111mlia>sa� I �_LII III-I AIl4R1lpVpIAliA41` N, ul„l ,!In,Ar`IP�4" IAAIIII.IA, /. / " a/4AA_I ■ - = _ /■ �: ;; ANC" 1` Ca — A RAD 7 �< —y . (RELOCATED) F A�1*to- \�_MI01101,11101111111 II�IAAlam�wow 2 / mil✓ -_\�A!� IAICI ANIIMIIIIIIP iXAAi1111AAlIA� J .II —T/ .•A_`` ®I►oar OFF —PREMISE SIGN MIA - - �♦♦*�+� - - '\ CONCEPTUAL RI I -IT TURN IN ONLY. / � •' A®'"'� NOT TO EXCEED 500 S.F. SN DETAILED E:NGI I°RING AT' FINAL SITE FLAN. I % �', ,ate MAXIMUM HEIGHT 50' D TENTIOI j' (' R O U N D SIGN �I�I° . ESF���� P N P'101- TO EXCEED 200 S.F. �,vO � FS /� / GENERAL NOTES DEVELOPMENT DATA ;CIMUM Hf_IGHT 35 ' � pGR 0.5 ACRES '\ ,11I�i / " \ //A 1. Parking spaces are 10'x20'. Angle spaces are BUILDING 143,536 S.F. / 60 degrees. Aisle for 60-degree parking is TOTAL PARKING SPACES 726 Melip40l 201. Aisle for 90-degree parking is 26'. HANDICAPPED SPACES 15 A/f TYPICAL SPACES 711 ' p ♦ rn� �\ h'� i % ® 2. Detention pond acreages are measured at normal ♦♦♦tJA♦ s rll ®I/ water, 16' from top of slope. I1001'AI® MALL PARCEL 18.2 A RES loop " 3. Design of the 4-lane access road and Inters , �� Road subject to requirement and approval by RESERVE E SC� ROAD —� A St. Lucie County. Pavement section, turn PARCEL 1 1.3 ACRES \ lanes, and other design information to be Q U I R ED B Y COUNTY) goo ,� provided at final engineering. PARCEE2 0 ACRES �p0- 4. Detention ponds to provide mitigation for the existing wetland, DRAINAGE III AA/AI'lll® SOUTH OF ■IAIIII[ 11A■IA /' 5. Impermeable surface area is 11.8 acres not PETERS ROAD ..4 ACRES including areas within Reserve Parcels 1 and j 2. TOTAL 21.9 ACRES �� / 6. Open space area is 6.0 acres not including areas within Reserve Parcels 1 and 2. - / CI-N- >-ERLINE TO MATCH 7. Signage will be per Section 3.2.700 of the St. LEGEND CENTER OF EXISTING Lucie County Zoning Ordinances. PROPERTY BOUNDARY �� PO / � /// 8. Placement of all fire hydrant- and other '�� (AFTER REALIGNM;:4NT OF MEDIAN BREAK j ; � �� � // protection devices shall be in accordance with PETERS ROAD) the requirements of the St. Lucie County - Ft. Pierce Fire Marshal, and shall be inspected, EXISTING PETERS ROAD ROW v tested and approved prior to the authorization to occupy any portion of this site.' EXISTING CONSERVATION AREA 9. On site lighting information will be provilded 81 PARKING SPACES / of with construction plans as discussed with the HANDICAPPED PARKING SPACES Planning Administrator. HC 10. Signage will be addressed at a Later time as y f.. II ✓Py' 4 �$ k, 1 discussed with the Planning Administrator. � !,I pr; l gg PROPOSED 0 P 0 S E D 11. Zoning: CG - Commercial General II / Land Use: X - Interchange i (1fl 'vs '.'LA �V,, 1�0 4'ISSION / TRAFFIC LIGH u 0' 25' SiJ' 100' 1z F) Chairraq- EXISTING ROAD IAAi�l191■■�IIWIINI�I�IY�1711AEIIAA■II�IIIo!®I In 4Pllllll9lIAIPoIRfWfIXNiI111tltlBAU67111iiXIY4M6®R�IIIIIAY■tll■IIIIM81�'IIAIYpllll■IIAPAA91111G�IRAIIv tlI1RflllpRidilll''IIWIAIHIIIIAIfA {p�,�,. 111-IIA■■lIIIAq!/II■pl!■AAIMIIFRI��AIAM�1 II7Xil■■IYIIIRIMII911II1 17� p rI �� O 1� �IA� 6l�XiQl1>I�1 !I I�Iq MATCH 22 LINE) 5 — adb ii��msmmu3Nia�,y,nus3dlwtaIII "INenna1nHIMIlm",IM, l� 3rr re���no�r���.eRe u3�aaaae�aamr�.aa�os.33�rtmmaai�swrasras! mir�unwqu�ou iuW10700 ENGINEERING NOTE;E) SURFACE WATER MANAGEMENT (DRAINAGE',) Excess storm water runoff gen; this aroject till be collected, stored and disposes: =ccor ance with the - regulations of St. Lucie Cour, Souta Florida Water Management District (SFWMD). T system constructed to collect and convey storrn3 the detention system will be designed and construct(- CI; t>ecifications of the St. Lucie County Public Wor =❑x nt. The detention areas and outfall systens will '. �i and constructed in accordance with the SFWMD puh -_, ,titled, "Management and Storage of Surface Waters", dated June 1987. Generally, the SFWMD Manual rt, design of the storm water management to control. for the 25-Year frequency storm event. The st .ayo t shown depicts the general character of the s,;ar;d is subject to some refinement during final design. Final design and details will be submitted on construction drawings. PAVEMENT CONSTRUCTION The pavement structure, method of construct on and testing requirements for all on -site work and work an the right-of- way of Peters Road shall conform to the "Standard Specifications for Public Works Construct on in St. Lucie County, Florida" adopted May 17gg 1978, Res, o. 78-49. All work performed within the r9;ght-of.-way of Okeechobee Road (State Road 70) shall be in accordance w th the Florida Department of Transportation Construction specifications and permit requirements. WASTEWATER COLLECTION AND DISPOSAL The wastewater collection and tralismissioi system shall consist of gravity lines and manholes as required by the Fort Pierce Utilities Authority (-PUA). Disposal of the wastewater from the site shall be 'oy a lift station and force main which will be r_onstrucbe�9 frcxn the site along the proposed entrance road and will- be connecte3 to an existing force main owned and operated b/ the FPUA which lies in the right-of-way of Okeechobee Road. All design and construction for the wastewater collection systen shall be in accordance with FPUA criteria and specifications. WATER SUPPLY AND DISTRIBUTION Potable water to serve this project shall ho obtained from the FPUA by connection to an existing 12" di mdter water main lying in the right-of-way of Okeechobee Road north of the existing pavement and extending a water main from that point to the project site. The elveloper shall dxtend the FPUA water main throughout the prolJct as requirec by the FPUA and as required for fire protection. Alldesign aiio construction shall be in accordance with FPUA and specifi a�ions, MISCELLANEOUS Information shown pertaining to paving, drain'`3e, water and sewage improvements has been] (prepared by L r>dahl, Browning,, Ferrari & Hellstrom, Inc., Colralulting Engin rs- PRELIMINARY FINISH GRADE ELEVA"IONS LOCATION ELEVATIO NGVD Finish Floor 21• of Building (minimum) Parking Areas: Highest +20.5 Lowest +19.5 Elevations shown are approximate. Final elevations shall be determined by design criteria for Stw D Surface Water Management Permit for the St. Lucie County Building Department. 1-IN31NEEF I N G L E G E: °dIC.::II FLOW DIRECTION i� HIGH POINT PROPOSED D INAGE STRUCTURE IA311�IA: PROPOSED P PE PROPOSED DRY RETENTION AREA APPROVED EATE_.__J . A_P__fi ?8 BOARD I OUNTY COJNMISSION JJJ III ndBroth N dI�� consulting e Jupite ning, Ferrari & Helslr m, Inc. Tgineers planners & sum eyors Stuart Fort Pierce 4, LANDSCAPE NCTES 1. The Landscape Co tractor shall be responsible for all materials and all work as called for on the landscape pla s. The list of all plant quantities accompanying the plans shall be used as a guide only, If a variation occurs between the plant list and the plan, the plan shall control. 2. All plait beds a d all tree watering basins shall be top -dressed with three inches (3") of hredded cypress bar mulch (American wood products type "B" or equal). 3. No trees are to I>e planted closer than three feet (3) from edge of pavement at parking bays to allow adequate tree trunk protecton from overhang. 4. All areas not pa ed or otherwise lam soaped shall besodded. 5. Fine grade any areas to be sod,led in order o eliminate all bumps, depressions, sticks, stones and othe. debris. The Contractor shall ensure that the new scxl be laid neatly aid at the properlevel when abutting the edge of all paving and shrub areas. 6. Sodding and/or seeding of retention/ etention areas re not included in the Landscape Contract. See Civil Engineering Plans. 7. An automatic it igation system will be designed ad installed to provide complete covera# of all plant material. 8. Landscape Contr.actnr shall be wholl responsible fr stability and dumb condition of all. trees and shall bE legally liable or any damage caused by instability of any plant materials. Staking of pal¢, if desired, shall be done u iIizing a method agreed upon by the LandscapeArchitect. 9. The la dscape plan is intended to f lfill the minima landscape requirements of St. Lucie County, Florida. ®rNwr.n�r lNllf®®�t11i1 1 v izV ANDRIWS AVENUE DETEN POND (SIZED FOR FINAL TIGATION REQUI EMENTS) 0 3 LANDSCAPE PLANT LIST QUANTITY SYMBOL BOTANICAL NAME COMMON NAME SPECIFICATIONS 405 IA Illicium anisatum Anise 36"x36"; Dense, 4' o.c. 21 LI-R Lagerstoemia indica Watermelon Red Crape Myrtle 71-8'x3'-41; 3-5 Merin Trunks Minimum; 1"-1 1/2" Cali r/Trunk; 3 1/2'-4' Clear Trunk 7 LI-L Lagerstoemia indica Lavendar Crape Myrtle 7'-8'x3'-41; 3-5 Main rrunks Minimum; l"-1 1/2" Cali r/Trunk; 3 1/2'-4' Clear Trunk 55 PO Platanus occidentalis Sycamore 7'-9'x3'-5'; 1 1/2"-2" aliper 79 QL Quercus laurifolia Laurel Oak 7'-9'x3'-51; 1 1/2"-2" aliper 57 SP Sabal palmetto Cabbage Palm A - 8 @ 12' Clear True B - 11 @ 14' Clear Trun C - 21 @ 16' Clear Tru k D - 13 @ 18' Clear Truk E - 4 @ 20' Clear Trunk 641 VS Viburnum suspensum Sandankwa Virburnum 24"x30"x24"-30"; 3' o.c. SOD St. Augustime 'Floratam' Solid Sod EXISTING R W PROPOSED ROW IF REQUIRED BY COUNTY N L0 o ui dl ftfr IN r �n I� e�ei R#rlYrXr rTiR ii°"`rnl`t�. i YtirTM.I:n�riiiifTw'ttraxaerTm�'�raeiarArlirr'irsFtu „�+• Ln RETENTION < 50, 00111 eC c U 0 A J / l r�Q 6 J FOcf S cT- 0 � 5&w 096Ct P A A 3 CONTROL STRUCTURE F l�l rn 80 DETENTION I ' Jo POND 2 Q 0.5 ACRES IN OUTFALL NSIRWCO CANAL ►►sn r•n• PROPOSED ROW IF REQUIRED BY COUNTY XISTING OW Li I U..P ROUND SIGN NOT TO EXCEED 00 S.F. AXIMUM HI-1GHT 0' R=m7 0' 25' 50' 100' 4d) IL Cc W ,>— C� �Z.:D LJJ o ID U LL Lu J D © THIS DRAWING IS THE PROP- ERTY OF THE ARCHITECT, REUSE WITHOUT THE ARCHI- TECT'S HIBITED OF ITS APPROVAL IS PRO- AND A VIOLATION COPYRIGHT, RD & NOTESdescriptionEVISIONS rPETERS 826-87LC/AN/GT LID date 3/3/88 SITE PLAN drawing no sheet 2 of 2 QATCHI. tIIINIgtlIIWll Ilf911111F!"lllf fFNNIIIIB6NIR917 illll NE Irp1�tlI4N9G0@F'IR!�R1DEfk1eN1�61�01119�I;IRWMI�IIIMIN�II'�Ii�:1111111XIIRWVIIOVBfiiIIB.lnil➢Itlpl181iflG141i11UW13idR&@Wlipl�Fllk,�lpllRp.#RhIGIRA IIIIIi �iAtllllt!Ifllllliq�009Rf�rpY#IIIIMII AM!&6RhIIIl i:91411tlW up@gplRl aim