Loading...
HomeMy WebLinkAboutItem III (D) Approval and Acceptance of Ocoee Industrial Park - Final Engineering Plan AGENDA 3-15-94 Item III D "CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE" Ocoee S.SCOTT VANDERGRIFT 6// \0t--. ONERS CITY OF OCOEE RUSTY JOHNSON v 050 N.LAKESHORE DRIVE PAUL W.FOSTER OCOEE FLORIDA 34761-2258 VERN COMBS t'r`y C. 5. }it I'�656-2322 JIM GLEASON r��Of 0000 QTY MANAGER ELLIS SHAPIRO SRP-421 STAFF REPORT DATE: March 9, 1994 TO: The Honorable Mayor and Board of City Commissioners FROM: Russ Wagner, Director of Planning D�,,} SUBJ: OCOEE INDUSTRIAL PARK - PHASE I , FINAL SUBDIVISION PLAN PROJECT NO. 92-001 ISSUE: Should the Honorable Mayor and Board of City Commissioners approve the Final Subdivision Plan for Phase I of Ocoee Industrial Park? BACKGROUND: Phase I of the Ocoee Industrial Park represents Lot 1 of the overall 22 lot development . Preliminary Subdivision Plans for the project were approved by the City Commission on August 4, 1992 . The underlying zoning of the property is I-2 General Industrial District , and the lot area is approximately 0 . 81 acre. DISCUSSION: The owner of this development previously constructed an industrial building on this site with access off of Enterprise Street . Subsequently, a Preliminary Subdivision Plan for the entire property was submitted, with Lot 1 incorporating the existing facility. The proposed Final Subdivision Plan will enable the owner to Final Plat this lot so that it may be sold to another user. STAFF RECOMMENDATION: Based upon approval by the DRC on March 2 , 1994, staff recommends that the Phase I Final Subdivision Plan for Ocoee Industrial Park be approved with the stipulation that the sewer capital charge be paid prior to City Commission action on the plans . PLANNING AND ZONING COMMISSION RECOMMENDATION: The Planning and Zoning Commission at its regular meeting on March 8 , 1994 unanimously approved this project based upon the staff recommendation. (NOTE: The sewer fee has been paid as of 3/9/94 . ) RBW/emk cc: Rick Neal , Orange Bank Hugh Harling, Harling Locklin & Associates , Inc. . I\ , , 0 COEE INDUSTRIAL PARK OCOEE ,INDUSTRIAL ,. LOT N N USTRIA L PARK m 0. _1 LEGAL DESCRIPTION (N G R ES _ S EG , R ES S E A S EM ; EASEMENT T LEGAL DESCRIPTION 8 That portion of the Northwest 1/4 of the Northwest 1 4 f R(PTION / / o Section` 19, Township 22 W South Ran A z That ortion of the U Range 28 East, Orange County, Florida, being described as follows: P i orthwest 1 4 of the Nor / thwest 1/4 of Section 19, Township 22 South R ,, p Range 28 East, Oran e Count 9 , Commence at the Y . ' e Northwest corner of Section 19, thence North '8910 Florida, being described as Q) 22 East along' 9 follows. �, the North line of the Northwest 1/4 of said Section 19 for 578.46 ;fe '� „ et,' thence South 00'32'31 East for 1101.67 feet to the POINT „ N OF BEGINNING, thence 'continue South Commence at the Northwes i „ t corner of Section 19, thence North 8 �t 9 10 22 Ea st along . i I 00'32'31 East for 131.5C feet; thence South 86'51 `S7": West for 223.64 feet to the ' `., �� I + 9 North line of the Northwest 1 4 of said °' , �\ she point of curvature of a circular curve concave northeaster) thence , Section 19 >� / _y northerly or 578.46 feet, thence South 00 32 31 East for - i along the arc of said curve haven a radius of 35.00 feet a central ------- -"'� 9 ntral angle of 1233.17 feet to the POINT OF � BEGINNING, thence North 86 52 49 92'35'32 fora distance of 56.56 feet to the poen of tangenc , ,thence North East ,,,,.."" "`` 589 27 29 W , > for 30.58 feet to the intersectio 71 n of the northerly Right of Way cn Y z 00 3231 West for 80.14 feet to the point of curvature of a circular curve concave lin r- _ _ e of Enterprise Street and the wester- " _ r westerly Right of Way line of L.F.�Fz z o T1 easterly; thence northerly along the arc of said curve having a radius ,of '150.00 � / Roper Parkway, thence w - w - - , P y, e South 00'29 55 East along the said 2 5 - _ - - - _ - _ - - _ _ _ _ _ _ _ _ _ - -1-x.2.•62 - - - " _ , - 7 feet, a central angle of 10'10'53" for a distance of 26.66 feet; thence North \ g � >` I westerly Right of Way line of L.F. Roper Parkway for 60.00 feet a 0 W 1� " 89'27 29" East for 257.64 feet to the Point of Beginning. `� , to the Norteast corner of Lot A6 of WEST ORANGE W' _ _ _ _ _ I I GE INDUSTRIAL PARK, FF I i ' UNIT TWO as recorded in Plat Book 5, Pages 84 and 85 of the � � �kl ' 122 Containing 0.81 acres, more or less. ' w w Public Records of Orange County, Florida; thence South 86'51'12" > > o , , - West along the North line of said L w w i i 1 _ _ _ of A6 for 150.00 feet; thence _ _ _ _ _ _ _ OCOEE INDUSTRIAL PARK North o3' - 08 48 West for 59.98 feet; the " _ _ thence North 86 51 7 w i,, :;{ t j � ' i i r--= ---------------- - - - _ ---------------rte � � - 5 East I DRAINAGE EASEMENT LEGAL DESCRIPTION for 122.19 feet to the Point of Be innin w w LL ' a ; i ---------•--- 120 -----------------------------------121 --------- -- ----, i , �\ _ 9 9 o a © ' ' , I ► r__ - i o , o I I I ► (� `T - -- - - - - - - - -1 �` \\\ � I That portion of the Northwest 1/4 of the Northwest 1 j4 of Section 19, Of w i;J I ( , ► , , 1 Township 22 South, Range 28 East, Orange Count Florida, beinc described as I NOTES: ", 0 I I , I I, ,, 1 I \ follows: y 1 ' LL1 a. ri. I i' 1 ,) I I I 1 \I I - 1 , \ I U 1. Bearin s are based on the o 0 1 i �' I I Commence at the Northwest corner of Section 19 thence N 1 g North Line -of the w w I , d 11 1 , e orth 89 10 22 Z Northwest 1 N I i , i 1 Ij DRAINAGE EASEMENT EN T I I , I � \` I East along the North fine of the Northwest 1 /4 of said Section 19 for ' LLJ /4 of Section 19, Township 22 South, >, > x . i ,, 1 I .�^ I i I i W 578.46 feet thence So ' � r -j Range 28 East as being North 89'10'22" East w w I I i I i , 1 1 _ , , uth 00'32 31 East for 1101.67 feet; thence South 1 IN . I I r (an assumed meridian). : . ,�, I i i i ► o 1 1 1 11 89 27 29 West for 227.75 feet to the POINT OF BEGINNING; thence North ) 1� N ( , , i i 7� ra I 1 , 1 I� 00'32'31" West for 119.56 feet; thence South 89'27'29" West ` for 182.62 ' ( V rn w i 1 RETENTION 1 feet• » ' i- ; =";i . I POND i I I N � , thence South 00 32 31 East for 146.07 feet; 1 W I _I I , O ! hence North Z 2. WF indicates �t d:, ' i Irk ( 89 27 29 East for 42.39 fee 1,, - # wetlands flags marking limits of � n . t ' �:I + 1 , 1 1t to Point A thence continue North yr � 89'27'29"East for 107.96 feet to a wetlands as -flagged by: Modica & Associates . t j hi I . i : I ' X � , i I , 1 point on a circular curve concave I , N Q i I I r ► i I 1 I easterly, thence northerly along the arc of said curve having ja radius of PP.O. Box 1090 .I I 1 0 '► 1 i 150.00 feet a chord bearin N ,> I Z ,.- O, Minneola, FL 32755 Q I,r) t0, , I ► „ g of I orth 04 32 56 East and a central angle , - Z _. Vit`, i <' I I J rrt ► I I of 10 10 53 for a distance of 26.66 feet thence North " 'i 1 i I , I, I , 89 27 29 East I Q N 3. Refer to the BOUNDARY SURVEY (drawing number 9123BO O i i , ► ' i I I for 29.89 feet to the Point of Beginning. _ ) g I ' ' AND i U O for property corner and surrounding properties ( I i 1 1 / r I' , identifications. - . , i I I ►. , Begin at aforesaid Point A (said point being on the centerline of a 20.00 ' I , ' i i 1 ► , r , feet wide drainage e easement thence South 5' 1 4. Vertical d , :.' i , I ► / r 9 ), 1 13 04 East along said 1 ata is based on Orange County Engineering i I i t ► I / centerline for 183.10 feet to the Point of Termination of the herein Department Survey �� ; , ► , 1 , ( P y Section information: I I OVERFLOW ► I , / described centerline. Said easement is bounded on the South by a line I I 1 w which bears North 88'41'39" East. �i ' i �� STRUCTURE r �' LA�DSCAP�+ HEDGE Q BENCH MARK #H-15-002 ELEVATION 123.32 ___ -� ' U Top of bolt marked "X" on fire hydrant, South side i i , - - - ----- - _ 1 ANDS BUSHES Cn intersection Enterprise Street & Kissimmee Avenue S .' I I 1 i; - 120 --- 9.89 N 89°27'29" E 257..64' ' E of , I I ter,,..- ,"� ----- '12�------------ , , Orlando Boat Company ' I I _ __ __ �1' _ _�'' - _ --- ---' ���------- -� MENNEEM I 4C i ' ' \ TBM #1 NAIL & BLANK CAP SET at NE corner of _- ___, , _ __ TOP II -. ., asphalt pavement, 14.7' N, 42.2' E of _ OF BANK - _ _ / , I u ' er of buliding Elevation 123.47 1 NE corn - - - - 1 _ _ _ _ _ - _ - i� rn �� ' �� 20'x60' CONCRETE i ' 2 TBM #2 SET 60d NAIL North face 12"Camphor , 1 6' i Tree, 259 ± E of NW corner of property -LU '94 42.39'- - -107.96 -}- -- - _ - _ _ X . - . PAD I I I -, �. ,` 1 1 I Elevation 121.04 I T , t: , ' : • • . • . • . I 1 (31 TBM #3 X' CUT SW FLANGE BOLT on fire hydrant S89 27 29 W' II _ I I [ I _ , n •. • 16 100:5' I, ' at SE corner of Enterprise St. & L.F. 1 , �, - 1 10 53 ,, Ro er Parkwa . , o ' w P y Elevation 124.41 11 I i `Z R=150.00\ `� 1 W I U� i - / n 11 11 \I 5. Prior to the a roval of Final Subdivision Plans for the ro'ect L 26.66 o EXISTING . _ PP ( ) or any portion thereof, the applicant/owner will need topa LA i �� �z ► o I \, j o, n j. I PPY for .>?� I, i i iv�D_� S . ' ' I and obtain a Final Certificate of Concurrenc pursuant to Article I _�o �I 1 1 2 STORY , O � Y P tide 1 I 11 I I ,� I I I \ , , `moi I �� I ,< ---i . . . • ..� . I I ^ IX of the Ocoee Land Development Code., Neither the review- I ` , � d- '� i , ,,m 1 - - I 1 N ' __ application /project le of I to I I 1 I- PP /p ) ct by the City nor the granting of any approvals ', ' METAL BUILDING . . 11 �. . \ • . �, 1. I o - in connection with such review shat! be construed to grant the I i N\ 6 �I .\. . S AGENDA 3-15-94 I �_) applicant/owner any entitlement to obtain a Final Certificate Item III D i 00 J I I I � I I \ I 1 I i n \ �I i' �� 4 , L - - - - - - - - _ _ __� of Concurrency with respect to all or any portion of the ' , i 0 \\ � ' � _ . . • . • . • . . • . I 0 project or to create any exemption from the provisions M UJ p of X Article IX of the Ocoee Land Development Code. W �� E, o "I', I I . "I I I \ I \a i I •, 123 ' i Z \ I -�. I �_ w 1, I� I ,-' N 5 ' 6 -' 86° 2'49' E The City is subject to the terms, provisions and restrictions "' ';1 , --20' DRAINAGE ' I. • ,. \ . ' . --� � , . 6" CQNCR�TE . .� I `----- �, i , ASPHALT -- �� `'� \� CURB, (TYP� ' , of F.S. Chapter 163 concerning moratoriums of the issuance of W X E- `� S 30.J� building permits under certain circumstances. Q Q .-+ The Cit has no c� �, C EASEMENT \ . • . - Y I 1 r ` i lawful authorit to ex o `° ,,1. � " L . I I I I I I I I \ I \ EXIST I . I. ' • ' • . X �`, �. I the a I' y empt any private entity, or itself, from Z CO a a • slatio n i er l J� GFlfE v, Q kation of such state lege n a d noth'ng h ein shall `-' a i , ` _ _ ��.. �• . , be construed as such exemption. `4 W � o ca'�t; :' :I 1, , ; , INLET . . • .. ' . - ��\ s \.�� . � � z o Q to . J 7. The Owner/Developer shall own and maintain the Drainage ') � 0 SAVESIGHT g Z � o a : - TRIANGLE Easement and Ingress/Egress Easement ursuant to a o 13 P RKI G ACE se r *&. SEE i\ P pa ate o a ,� a �. I 11 "I, I I,- I I I I �� I \ ,_ / J 7X -� \ • 1 COTE No.9 �'1, `�,\ ( - I recorded easement agreement until the platting of Phase II at co 0 U POWER BOX �,��, ,- - I I � .� I I 11 I I I I � I I \ � , ;r,' which time the ownership and maintenance obligations of such N ' easements shall be transferred to the Pro Property Owne Q P Y rs U i 6" CONCRETE CURB (TYP) 1, I • 223.64 Association. � °',I IL 11. � � I - , � I . \ \ - HANDICAP � I � � � \ \ , __ _� EX. SAN. MH. 2 86"51'57" W SIGN r_ _ ____ �` 24 2s 8. Contractor to construct 6 thick 3 000 pound concrete with ., p S ' 122.19' S EX. 8 SAN 6x6 ' wire mesh where driveway cross public right of way. L. E= W 11 \\ o ` ��� \ 4 --- - _�.;�._, TEMPORARY INGRESS/EGRESS w D - 92 35 32 � - ^ ;� <� ­_ �� " „ E'' ' I I 11,�;�, I �� I - I I'� I I I 11 I . I \ L� EASEMENT FOR LOT 1 BE PLATTED I � 9. Contractor to observe height limitation of 2 -6 within 25 I� p `\ _ : CITY OF OCOEE - TO T IS EX. WATER METER safesight triandles, or trees to be clear sight' v . R _ ( NO. 8 , HAS over U cP ` ,z 35.00 -- ________ � ASR W AT THE TIME P < , g 10 on - ` ___---- o east and n'> _ I both t west sides of driveway. UU � I I \�, L - 56.56' � � _ vi �� DEVELOPED OPED • o 1: 1: ", , I - � I I I I I I I I \ -0 \ . . 0 I `� \ I \ \ \\ \�'� �, , ,� I 11 I I \ \ \1. �,-�„ PVC FIRE LINE '°�z -- ' L ' - ���' I > TERMINATE 6" oo �`,� . - . X''9' `.` �� = 122 \ 5 �"! ,�, I , I I I \�\ \ \ s o0°29'47" E �l�T�RPI� S Tl��T FIRE LINE 5' / �-� L ` . 1 60.00' ' --------' 6' CHAIN LINK FE CE 0 ` _ _ c `' FROM BLDG.-------- _ _ -� z _ -'- - --- ,�/ ,Q 7) ( I- �1 �1 J (FOR SPRINKLERCf I I I ),Z, I . I : I I I \ \ 11 - - --- C� JV - - - - - - - - - CONNECTION) 8>> - , - �-- � I � \ \ 1 � r . 1 i `------------ _ _ °5112 W 150.00 o S 86 ------------ 3 ,, CD w ------ - - -------------- ---- ---------------� r' a _ I .�11 --=- ---------------------------------- 119 _ x_ .�.._ 5 ? t1 pp I v1's ? 41 ' to ___-_- _-- 8 PVC WATER MAIN FIRE HYDRANT W , ---- -- 11� -----� -- WET TAP . 1;i ''I 118 ' " _ _ VALVE ASSEMBLY 3 U .. N 11 :• � EXIST. WATER MAIN ��" `"�� PAINTED OSHA YELLOW 1 f _ (n , L- i ,� . M . LEGEND o 0 1- 6 X 8 TEE W =_ PER FIRED P _ E ART. STD. T �- I U DITCH 2- 8" GATE VALVES PL 1-- W W ACE BLUE REFLECTIVE P.O.C. c ►- POINT OF COMMENCEMENT w CEMENT ,, 1 .- r r - i -T^ ` ` W Q f 8 PLU G � � r � _ � t F n i\ I / � `•'� � (� I r � 1 1 �- -� - T - r � t n , I �- MARKER ® ( P.O. �, t , ,�� C L ROAD W B POINT OF BEGINNING ,. ,3 t� V L_ �...� 1 �.� 1 \ i- -{� ( V� 7 L- 1 i V Lei I f 1 I t FOR R EACH HYDRANT S ANT SANITARY MANN _ O OLE : 11 ,> •' - P� � q i t t t � r i • 1 .�er�"= ­ I ..'' I 1 � I I I , �i, �i , (01 i , ��: -, , O OWER POLE 1 IN, h , r t _ _ m �, !. � �. ��, I 11 I I I I I I I- 11­ � t G ' I � I, GU I I 1i Y J :; , �, ,: �..� -� I �-- � I R E I L _, , i > tr 1•) a CV ,.; L] .- i - D CENTERLINE I E T .�. E R LIN r _ E , .., n 1 r GI.- r �. rn L . tie � CI � z � , .I PAV _ � T T 0 BE REM OV I D Q _ _ _�. , 0 W.: , ."Co M Z: z W. . c� . "> ; .. , ,- m ¢. UJ � I Ir © _: v. ui. . - _ -I 111. I 11 , ,. ,. . , .. , ,. __ -, to G: