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HomeMy WebLinkAboutItem 16 Variance Request for VMG Shoppes at 101 West Silver Star Road (VR-22-04)SO ', Ocoee florlda AGENDA ITEM COVER SHEET Meeting Date: July 19, 2022 Item #: I to eviewed By: Contact Name: Anoch Whitfield, Zoning Man epartment Director: MichaA Rum Contact Number: 407-554-7079 City Manager: Ro Subject: VMG Shoppes Variance Request Variance Application # VR-22-04 101 West Silver Star Road Commission District # 2 — Rosemary Wilsen Background Summary: The applicant, Adrian Galvan, representing VMG Construction, Inc., is requesting approval of one (1) variance from Section 514A and corresponding Table 5-2 as follows: 1) Reduction of the minimum side building setback from ten (10) feet to three (3) feet due to a property line discrepancy with the railroad right-of-way. The subject property is located at 101 West Silver Star Road and is zoned C-2 (Community Commercial District). Per Table 5-2 of the Land Development Code (LDC), the minimum zoning regulations for development within the C-2 zoning district are as follows: Lot Size Front Setback Side Setback Rear Setback Lot Width Max Building Covera a Maximum Impervious Max Building Height Minimum Living Area 1 AC 25 FT 10 FT 20 FT 150 FT 30% 70% 45 FT N/A The subject property is located in the northwest corner of West Silver Star Road and North Cumberland Avenue and is adjacent to the CSX Transportation railroad right-of-way. In late 2021, the property received site plan approval and permitting for the construction of a one (1) story 6,300 SF office building with 1,200 SF of covered porch area. Construction of the project is currently underway, and CSX Transportation asserts that it owns fifteen (15) feet of the property shown as part of the subject property on the project's boundary survey (prepared in 2017), which was included in the small-scale site plan set. The applicant states that, although it is not clear that the Railroad's understanding of the ROW line location is correct, they were not made aware of this issue until the building foundation and walls were in place. Because of the financial risk of waiting to confirm the railroad ROW location, the applicant is conceding the ROW line as presented by CSX Transportation and proposes to remove the portion of the building in the alleged ROW and an additional three (3) feet buffer (resulting in a loss of 300 SF of office space) in order to allow at least a 3-ft separation of the building from said railroad ROW. Because the proposed 3-ft buffer is less than the minimum 10-ft side yard setback requirement, the applicant is seeking a variance to reduce the side yard setback to 3 feet. According to Chapter 4-9 A., the variance application/applicant must demonstrate: (1) Special conditions and circumstances exist that are peculiar to the land, structures, or required subdivision improvements involved and are not applicable to other lands, structures, or required subdivision improvements. (2) That a literal interpretation of the provisions of these regulations would deprive the applicant of rights commonly enjoyed by other properties with similar conditions. (3) That the special conditions and circumstances do not result from the actions of the applicant. (4) That the granting of the variance requested will not confer on the applicant any special privilege that is denied by these regulations to other lands, structures, or required subdivision improvements under similar conditions. Staff Analysis: The City and applicant relied on a survey prepared in early 2017, which was based on the legal description and bearings per plat. The applicant proceeded to obtain and the City approved, in good faith, a small-scale site plan, site work permit and building permit for the office building, and construction began. It was not until the building construction was underway that the railroad right-of-way boundary line issue arose. Staff finds that there is a unique circumstance existing to the subject property in that CSX Railroad has determined they own additional lands outside what is shown on both the survey and what is depicted on the Orange County Property Appraiser's map. The circumstances of this variance did not result from the actions of the applicant and that the literal interpretation of the minimum side setback at this juncture, post the issuance of a site work permit and building permit, poses a financial risk to the applicant. Lastly, staff does not find that the granting of this variance will confer any special privileges to this applicant that was denied others under similar conditions. Issue: Should the Honorable Mayor and City Commission approve a variance to reduce the minimum side building setback from ten (10) feet to three (3) feet for the VMG Shoppes development, located at 101 W. Silver Star Road and assigned parcel ID number 18-22-28-4100-00-171, to resolve a property line discrepancy with the railroad right-of-way? Planning and Zoning Commission Recommendation: At the time this staff report was prepared, this item had not yet been before the Planning and Zoning Commission for a public hearing. The PZC public hearing is scheduled and advertised for July 12, 2022. Staff Recommendations: Based on the findings stated above and the requirements of Article IV, Section 4-9, staff recommends that the City Commission approves the variance to reduce the minimum side building setback from ten (10) feet to three (3) feet for the VMG Shoppes development, located at 101 W. Silver Star Road and assigned parcel ID number 18- 22-28-4100-00-171, to resolve a property line discrepancy with the railroad right-of-way. Attachments: Location Map Aerial Map Zoning Map Survey Approved Site Plan Proposed Revised Site Plan 2 Financial Impact: None Type of Item: (please mark with an 'Y') ❑x Public Hearinq ❑ Ordinance First Readinq ❑ Ordinance Second Readinq ❑ Resolution ❑x Commission Approval ❑ Discussion & Direction For Clerk's Dept Use: ❑ Consent Aqenda pPublic Hearinq Reqular Aqenda ❑ Original Document/Contract Attached for Execution by City Clerk ❑ Original Document/Contract Held by Department for Execution Reviewed by City Attorney Reviewed by Finance Dept. Reviewed by 3 VMG Shoppes Side Yard Variance Location M a p ��1 �s r EAj -T1- -� F-1 i ---"Ll rf ii I,/ 0 �r r W t , ■ II 7` Lee-- -- �I W II IJ Street f � - i' tr eet J - Q ..... ! . / •Pc ROWS $111 I I 1 Orange Cointy Prictperty A praiser// iv Gated Roads 41. t i : E i ,., . Road Jr.dei 5 3 I 5 3 ; 5 3 SI f IL • / • ._ 123 . 436 Stat.Read A / ; • ,/ / i A, 55i Giants Reaci . , / 1.:1 71 .i in IF • fir r- , A,: P - • 14 134 n '. -mrtik a.T. Toll Ramp ?.: 02) ., , . v. a. interststo limp •ii / it"/ • ili... i • . $11,41#4* i 1 ....• -a Ore Aar • "1 ;no / • • • Prop:Kid Sahal. / „ •••., / l 1 1 15C "Nar, _I . • i A. •• 1 T25 irlit ir il r r r L Residential kt 'I 12 no:;_,Iv, Ade . "7, • " 4 r :or 1 X I ! I 1 Asineultire 125 F 1 i I-1 COVIROP,Cidi le • 01 I ' . 1 Instal/banal 1111 4 1 8 8 18 I 11 Governmentai - .. Ilsbhrbona 111.sc r• ^. es . N• : .., -• 4011' .. ., • i I Corrine cad 46 % ..... e• - I Inatainal Vacant / ...... ..• ; Land • id i 10 . l•n Hy'" // , - 1 ' 125 .... nMoo I.and *in • County Bountia y / { t - 23 1 . • rill IC .. ...I 3 I Parl, ' A - tipeti, ... 114 Goll Course 1 • . : , •ILakes and Rive s I •a . . ' . i Blixii Num*, i F I • 6 Lel Pia*, 17 #'it --e - .T.• *Zg' 1 11 • 06 P• areal Carew cra ' i 1.4 ••* ''IS' : _. Oa . / ._ 0.40 0 - ' 4111 )il _ 3106 Parcel Add.-, / //e I 1, ',i,•' oriel Ili.5 ow,..F. ...n ....f^ . . '5 . 'it----- - - - „ 1 41 till , 111111. ,F. .. .-- — 1 49 . "" . •-..... . I • • • • .... .... _ 435 ....p....... 3, ..... ___ ....1 _ri r r I ejillE L• •. : . V •••••• This ma.is for reference onl and is not a nvs VMG Shoppes Side Yard Variance Surrounding Zoning Map 4104, 0 _7 0evelopment Services `_ T1i 1 41 Department j 7 -"Kiwi. Z41111 .:.:. 0 80 160 320 _-J 1111 dir , ttttttttt� Feet :- Created: July 1, 2022 = ---- T-i I" \ 1 '` 1 1 LR-1A is- NM SubjectProperty - r '. Zoning Classification: t J r , General Agricultural (A-1) r f 1 1 1. / III Suburban (A-2) ►rw. I Single-Family Dwelling (R-1AAA) — I 4 19111111-- Single-Family Dwelling 9 - Sin i : ' - (R-1AA) I Single Family Dwelling (R-1A) IIr Single-Family Dwelling (R-1) - r ■ One- &Two-Family Dwelling (R-2) Multiple-Family Dwelling(R-3) 11111111:111 III Mobile Home Subdivision (RT-1) Le e Street MI Professional Offices & Services (P-S) ' Neighborhood Shopping(C-1) Community Commercial (C-2) General Commercial(C-3) Restricted Manufacturing �' &Warehousing (I-1) 1110 General Industrial(1-2) - A LAKE RK Commercial (PUD) WW1 P Low Density (PUD) Medium Density (PUD) igg High Density (PUD) /Vieih, � Li -S =Public Use (PUD) , ' a ---i— e Unclassified Lw aiN N o w0 ve II �O WZ �N OD a-UUw I nm LL O ,OZ„l31VOS U C ® LL L' 0 ~ II ww C N j T I i i j i 3 > m Z N N v m N N a l FomLL a OO LLf 0 _ W I o LL 0 I ------1--------------------------_._.__-------. ".-----------------------� ----------------- S 0'1T23" E.���7,5 �M} o� I_ r .R— I-m s� I w z 03 y i /•. 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N m �' 0 w lA c Ln Ln m o w a 7 x z z Z w a.0 iaZtm -62 n30 a' uz U' O�LLO �.,�F¢ m OZZILN Lu0 wmwn wm ooU rD .02 00DO mppN� � 11 p00_ H 6 00$Ln0 li0 0- 0 U] 02> LLU(nLL Zu�od rn UV= zw� O F- � - N 9` g 2n n `-ai ti ESm m Ea a 8 E 4 2 s= a` m y�E P SLL y>m i _ h m 0 x m� 8 8 i E � s$ 4 E� m �� E$ L y ID s I— L� SmiU Pi ; o' E E t m £ E, E E c E m m s 3 m o-m€EzS�sm E�wmz =N zm�¢p mL, mqoo ba _ s:� m m w a m 6 m r u c 6 u 6 c mrc. y E ,.-�Em mob LL ��u oLL nwl.Eoamwounnurcz�mmu e Ea g e E m E U m c z > nano eu z"Q eLLmmn fu a°aaaaounadu�__��ama -0g2a'�sa $mz�9ye mlg ud��8s �3�a�rwu5o u3u' W C7 W ba' n Approved Site Plan GENERAL INFORMATION: UTILITIES: PAVING LEGEND: PROPERTY INFORMATION: ADJACENT ZONING: WATER & SANITARY SEWER: CITY OF OCOEE UTILITIES PHASES: ONE (1) SUBJECT SITE C-2 SOLD WASTE CITY OF OCOEE LM CONCRETE WALKS AND PAVEMENT PROPOSED USE OFFICE® NORTH: A-2 (CSX) ZONING: C-2 FLU: COMMERCIAL SOUTH: 0-2 (W SILVER STAR ROAD) EAST: C-2/R-IAA PARKING INFORMATION: TYPICAL ASPHALT PAVEMENT SECTION WEST: R-IAA (CSX) (REFER TO SECTION DETAIL ON SHEET C600) AREA CALCULATIONS (ON -SITE): REQUIRED PARKING: � TOTAL PROJECT AREA: 26,3BB SF - 0.61 AC. BUILDING SETBACKS: BASIS: 1 SPACE FOR EACH 300 SF OF GROSS FLOOR AREA. © CUMBERLAND AVE. ASPHALT PAVEMENT SECTION (REFER TO SECTION DETAIL ON SHEET C600, EXISTING IMPERVIOUS AREA: 2,909 SF = 0.07 AC. �-� THEREFORE ��•�••,•/ NOTE 2" SP-9.5 REQUIRED) EXISTING ISR: 0.11� EXISTING OPEN SPACE 23,479 SF = 0.54 AC. FRONT (SOUTH): 35 FT 7.0 FT REAR (NORTH): 10 FT 122.5 FT 6,300 SF/300 SF X 1 SPACE - 21 SPACES REQUIRED CLEAN & SEAL COAT EXISTING ASPHALT TO PROPOSED IMPERVIOUS AREA: 16,124 SF = 0.37 AC. WEST SIDE: 10 FT Al, 9.1 FT Q PARKING PROVIDED: REMAIN PER MANUFACTURER'S INSTRUCTIONS / 123,0 any x / PROPOSED ISR: 0,81 MAX. PERMITTED ISR: 0.70 PROPOSED OPEN SPACE 10,264 SF = 0.24 AC. Q PROPOSED BUILDING: ONE (1) ONE-STORY OFFICE BUILDING EAST SIDE: 25 FT 44.0 FT 'THE SITE IS IN THE DOWNTOWN OVERLAY DISTRICT. LANDSCAPE BUFFERS: BE041HLEDa QPROVIDED FRONT/STREET: 15 FT Q 1.6 FT PROPOSED REGULAR PARKING SPACES: 18 (ON -SITE) PROPOSED REGULAR PARKING SPACES: 11 (OFF -SITE) PROPOSED ACCESSIBLE PARKING SPACES: 2 (ON -SITE) TOTAL,31 SPACES PROVIDED L L L CLEAR SITE DISTANCE TRIANGLE (35MPH) DECORATIVE PAVEMENT (REFER TO ARCHITECTURAL PUNS FOR DETAIL) / / ///.. �'•/ % // '2e'54- E 2F. GROSS FLOOR AREA: 6,300 SF REAR (NORTH): 10 FT WEST SIDE: 78.0 FT / / / 3 COVERED PORCH AREA: 1,200 SF 10 FT EAST SIDE: 15 FT Q 9.1 FT 0.0 FT CHARACTER AND INTENDED USE: / I / I / ! 14. © *THE SIZE IS IN THE DOWNTOWN OVERLAY DISTRICT. �/{ ,-123.0 / THE CONSTRUCTION ACTIVITY CONSISTS OF ONE (1) ONE-STORY OFFICE BUILDING WITH MAX PERMITTED FAR: 0.30 6,300 GSF AND A COVERED PATIO AREA OF 1,200 SF, PAVED DRIVEWAYS AND PARKING / FAR PROVIDED: 6,300/26,388 - 0.24 MAX LOT, ASSOCIATED WATER, SEWER AND STORMWATER. 0 / // / / ORY RETENTION- Y-_POND--- x PERMITTED BUILDING HEIGHT: 45 FT PROPOSED BUILDING HEIGHT: 20 FT (ROOF) / / //f .- 23 FT (PARAPET) 5 FEMA FLOOD DATA: / WAIVER REQUEST: i THIS DEVELOPMENT IS REQUESTING THE FOLLOMNG WAIVERS: - BUILDING SETBACK REQUIREMENT: FRONT (SOUTH) = 7.0 FT WEST SIDE = 9.1 FT - LANDSCAPE BUFFER REQUIREMENT: FRONT (SOUTH) = 1.6 FT WEST SIDE = 9.1 FT EAST SIDE = 0.0 FT GENERAL NOTES: THIS SITE IS LOCATED IN ZONE X, PER FEMA MAP No. 12095CO210 F, DATED: SEPTEMBER 25, 2009, / > // / ........ 4 f::::' DUMPSTER LOS`URE / - •:::•::: (REFER TO ARCHITECTURAL PLANS) - - -123.0 irir? /i•iiiri: 'iri t:E9 9-X b ................ 1. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY FOR DIG PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS ALSO TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES AND ANY UTILITY ADJUSTMENT REQUIRED. UTILITY COMPANIES SHALL BE NOTIFIED A MINIMUM OF THREE WORKING DAYS O PRIOR T EXCAVATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS WERE DEPICTED FROM ACTUAL FIELD MEASUREMENTS AND/OR DERIVED FROM RECORD DRAWINGS. RAWIN S. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM THE LOCATION OF EXISTING UTILITIES TO DETERMINE IF THERE ARE ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION AND TO COORDINATE WITH THE UTILITY OWNERS TO RESOLVE THESE CONFLICTS. 3. THE SUBSURFACE INFORMATION FOR THIS PROJECT WAS OBTAINED FOR DESIGN PURPOSES AND MAY NOT BE AN ADEQUATE REPRESENTATION OF ACTUAL CONDITIONS FOR PROJECT CONSTRUCTION. INFORMATION SHOWN, INCLUDING WATER LEVELS, REPRESENTS EXISTING CONDITIONS AT THE SPECIFIC BORING LOCATIONS AT THE TIME THE BORINGS WERE MADE. 4. ANY DIFFERING SITE CONDITIONS FROM THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON OR BELOW THE SURFACE OF THE GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER, IN WRITING, WITHIN 48 HOURS OF DISCOVERY. NO CLAIM FOR EXPENSES INCURRED BY THE CONTRACTOR DUE TO SUCH DIFFERING CONDITIONS WILL BE ALLOWED IF HE OR SHE FAILS TO PROVIDE THE WRITTEN NOTIFICATION. 5. ALL MATERIALS, INSTALLATION AND TESTING SHALL BE IN ACCORDANCE WITH THE THE LATEST VERSION OF THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT CODE, CITY DETAILS, AND FLORIDA BUILDING CODE. ADDITIONALLY, ALL WORK PERFORMED WITHIN THE FOOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE 2018 DESIGN STANDARDS, 2018 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND 2017 UTILITY ACCOMMODATION MANUALTHE MOST STRINGENT STANDARDS BETWEEN CITY STANDARDS AND THE STANDARDS SET FORTH IN GENERAL NOTES (AS DETERMINED BY THE ENGINEER OF RECORD OR THE CITY1 SHOULD BE FOLLOWED. Q 6. THE CONTRACTOR SHALL PROVIDE ALL SHEETING, SHORING AND BRACING REQUIRED TO PROTECT ADJACENT STRUCTURES AND UTILITIES OR MINIMIZE TRENCH WIDTH AS REQUIRED. SHEETING AND SHORING SHALL BE DESIGNED BY A STATE OF FLORIDA PROFESSIONAL ENGINEER RETAINED BY THE CONTRACTOR. 7. THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. B. ALL DEBRIS AND WASTE MATERIALS GENERATED BY DEMOLITION OR SUBSEQUENT CONSTRUCTION ACTIVITIES SHALL BE DISPOSED OFF -SITE IN A LEGAL MANNER AT AN APPROVED DISPOSAL FACILITY. THE CONTRACTOR SHALL OBTAIN ANY AND ALL PERMITS REQUIRED FOR DEMOUTON, CONSTRUCTION WORK AND HAULING WASTE MATERIAL. ALL ASSOCIATED COSTS AND PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 9. ANY PUBLIC LAND CORNER, WITHIN THE LIMITS OF CONSTRUCTION, IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING ALTERED AND HAS NOT YET BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER WITHOUT DELAY. 10. COORDINATE VALUES ARE BASED ON A LOCAL GRID ESTABLISHED BY THE ENGINEER AND ARE INDEPENDENT OF VALUES DEPICTED ON THE SURVEY. 11. ALL REFERENCES TO PROPOSED CONSTRUCTION INDICATES CONSTRUCTION INCLUDED IN THIS CONTRACT. 12. ALL PIPING TO HAVE A MINIMUM OF THREE (3) FEET COVER UNLESS OTHERWISE NOTED ON PLANS. 13, THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL NECESSARY STRIPING, TRAFFIC CONTROL AND SAFETY DEVICES IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,- LATEST EDITION, AND THE LATEST FLORIDA DEPARTMENT OF TRANSPORTATION "ROADWAY DESIGN STANDARDS." 14. MAINTENANCE OF TRAFFIC: ACCESS FOR LOCAL TRAFFIC SHALL BE MAINTAINED. IF, DURING CONSTRUCTION, ACCESS FOR LOCAL TRAFFIC IS CHANGED, THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE JURISDICTIONAL AGENCY A MINIMUM OF THREE (3) WORKING DAYS IN ADVANCE. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH INDEX NO. 600 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS. 15. REFER TO FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS FOR THE FOLLOWING: A. SILT FENCE (INDEX NO. 102) B. TYPE C INLET (INDEX NO. 232) C. TYPE P MANHOLE (INDEX NO. 200) D. TYPE D CURB (INDEX NO. 300) E. TYPE F CURB AND GUTTER (INDEX NO. 300) F. DROP CURB INDEX NO. 300) G. CURB RAMP INDEX NO. 304) H. CROSSWALK, STOP BAR (INDEX NO. 17346) I. PAVEMENT ARROWS & MESSAGE SIZE & SPACING (INDEX NO. 17346) Al J. CONCRETE BUMPER GUARD (WHEEL STOP) (INDEX NO. 300) 16. AS -BUILT DRAWINGS, SIGNED A D SEALED BY A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA, SHALL BE PROVIDED PER THE PROJECT SPECIFICATIONS AND SHALL BE SUBMITTED TO THE CITY IN ACCORDANCE WITH SECTION 3.01.05 OF.THE ENGINEERING STANDARDS MANUAL IN THE FOLLOWING FORMATS: A. 1 HARD COPY B. 1 PDF COPY C. CAD COPY DRAWN IN STATE PLANE COORDINATES AS -BUILT DRAWINGS MUST ALSO COMPLY WITH FOOT AND SJRWMD REQUIREMENTS. 17. IF THE DEPARTMENT (FDOT) DETERMINES THAT AS -GUILTS VARY SIGNIFICANTLY FROM THE APPROVED PLANS, THE PERMITTEE SHALL PROVIDE AS -BUILT PLANS, ALONG WITH A RECORD DRAWINGS REPORT BY THE PERMITTEE'S PROFESSIONAL ENGINEER, FORM 850-040-19. WITHIN 30 DAYS OF COMPLETING CONSTRUCTION. 18. ALL SIGNAGE FOR THE PROJECT SHALL COMPLY WITH THE ADOPTED CITY OF OCOEE SIGNAGE REGULATIONS. : D100�-9IE-17N1 MAn Pot Dab: '::::::::.irr err:...... ♦............. I I I I GRAPHIC SCALE 41 IN FEET �l1 ..................:::::::: II CONCRETE DRIVEWAY APRON, TYP. I 1 OF 2 (REFER TO CITY DRIVEWAY 1 APPROACH DETAIL, SHEET C700). I .. I V I ' ✓ / I ,/i,Q�---��. ;:::::7 (2) 12120' ACCESSIBLE ' ' SPACE W/5' ACCESS AISLE ONE-STORY All . ........ 2 .. ..: . OFFICE BUILDING :::: BOLE RAC�(S /yI / 44' (2 RACKS14 Y I SPACES MONUW�T I I RE TO DaSTING SIGN I CONCRETE WALK I S 87'53'2 T I oni< - / CIYARI SITE /DIST'ANCE 9 .. :' 69.60' ( I RE TO E105TINC � CONCRETE WAIX � CONCRETE WALK EXISTING / � CONCRETE WAIN --------- ddd ­FDOT GENERAL NOTES: Z 1. IT WILL BE THE RESPONSIBILITY OF THE PERMITTEE TO REPAIR ANY DAMAGE TO FDOT FACILITIES CAUSED BY CONSTRUCTION OF THE PROJECT. 2. TEST RESULTS OF ANY TESTS TAKEN FOR OR DURING CONSTRUCTION OF THE PERMITTED WORK SHALL BE PROVIDED TO THE FOOT UPON CITY OF OCOEE REQUEST. APPROVED FOR PERM ING 3. ALL CONCRETE TO BE REMOVED SHALL BE SAW CUT AT THE NEAREST JOINT IN GOOD CONDITION, SO AS TO PRODUCE A CONNECTION WITH NEW CONCRETE THAT IS FREE OF CRACKS, DEFORMITY IN SHAPE, NOTICEABLE VOIDS, SURFACE IRREGULARITIES, AND OTHER DEFECTS. CONCRETE GUTTER SHALL BE SAWCUT BETWEEN ASPHALT AND GUTTER BEFORE REMOVAL. BY: MICHAEL 4. ALL CONCRETE WITHIN FDOT RIGHT-OF-WAY SHALL BE AN APPROVED FOOT MIX DESIGN OF 3000 Psi. 5. ALL SIDEWALK AND HANDICAP RAMPS SHALL BE ADA COMPUANT. .RUMER O DIRE OR 6. ALL MATERIALS INSTALLED WTHIN FOOT RIGHT-OF-WAY SHALL BE LIMITED TO THOSE ON THE FDOT'S QUALIFIED PRODUCTS UST OR DATE: JUL 0 8 402 APPROVED PRODUCT LIST OF TRAFFIC CONTROL SIGNALS AND DEVICES. 7. ALL DRAINAGE ON STATE RIGHT OF WAY SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION OF PROPOSED DEVELOPMENT. Q1 z u 385 Douglas Avenue, Ste 2100 Altamonte Springs, FL 32714 Telephone 407.478.8750 Facsimile 407.478.8749 Certificate of Authoriantion No.: 923o Fusco=romaweeaaw o�,Ao oini�""�oowwiaarEa, ,YO"Wfe",,.., �9a�As0191aw1etrya a', b� cEN�E yW •'9. ll,bttrn MrbewalgkaR/ (N¢55 1 R 5 tlanetl entl,mlee by5elhy4 a�"mray„ 1n,nuerm::,1-0a0a' Selby G.Weeks 56991 "M It r-� revision description date 0 AOENCYCOMME.Nrcc 06.12.18 © AGENCY COMMENTS 07.10.18 ® CITY COMMENTS 11.o1.1B ® OWNBRREVISIONS 03.29.19 ® OWNERREVISIONS 1D.25.19 AGENCYCOMMENTS 05-04.20 ® CITYCOMMENTS 12.16.2o ® CITYCOMMENT'S 03.04.21 drawn by: DB chcckedby: SGW date: 4/19/2018 plot scale: ASSHOWN project number. 17VMGCOo1 filename: CI00-SDe-17Vtd0Cem.dn C ioo GENERAL INFORMATION: PROPERTY INFORMATION: ADJACENT ZONING: PHASES: ONE (1) SUBJECT SITE: C-2 PROPOSED USE: RETAIL Qg 05 NORTH. A-2 (CSX) ZONING: C-2 SOUTH: C-2 (W SILVER STAR ROAD) FLU: COMMERCIAL EAST: C-2/R-IAA / AREA CALCULATIONS (ON -SITE): J WEST: R-IAA (CSX) ( TOTAL PROJECT AREA: 21,906 SF = 0.50 AC, ! )© BUILDING SETBACKS: EXISTING IMPERVIOUS AREA: 2,908 SF = 0.07 AC. EXISTING ISR: 0.13 J J REQUIRED PROVIDED ! ( EXISTING OPEN SPACE: 18,998 SF = 0.44 AC. J FRONT (SOUTH): 35 FT b4 FTREA r PROPOSED 2.1 �n, (,123.0 IMPERVIOUS AREA: 14,289 SF = 0.33 AC. PROPOSE ISR: 0.65 J WEST SIDE: 10 FT EAST SIDE: 25 FT FT�n\A ab:b-FT ! MAX. PERMITTED ISR: 0,70 / PROPOSED OPEN SPACE: 7,617 SF =,0.17 AC. JQ -THE SITE IS IN THE DOWNTOWN OVERLAY DISTRICT. ' LANDSCAPE BUFFERS: PROPOSED BUILDING: REQUIRED- PROVIDED _ONE (1),ONE-STORY RETAIL BUILDING: FRONT/STREET,, A �96O R © ( GROSS FLOOR AREA: 6,000 SF) REAR (NORTH): 15 FT ( WEST SIDE: 10 FT EAST r 30 FT) -'O.OTT MAX. PERMITTED FAR: 0.30 SIDE: 15 FT -THE SITE IS IN THE DOWNTOWN OVERLAY DISTRICT. FAR PROVIDED: 6,000/26,388 = 0.23 J 'MAX`PERTIMUI)I NU Gi Lf(;'ii:"`-45-FT PROPOSED BUILDING HEIGHT: 20 FT (ROOF) 23 FT (PARAPET) 0 WAIVER REQUEST: THIS DEVELOPMENT IS REQUESTING THE FOLLOWING WAIVERS: - BUILDING SETBACK REQUIREMENT: FRONT (SOUTH) = Z..O, FT WEST SIDE - LANDSCAPE BUFFER REQUIREMENT: FRONT (SOUTH) 1.6 F,T A WEST SIDE 1, 3.0 FT)© EAST SIDE = 0..6'T An GENERAL NOTES: PAVING LEGEND: / CONCRETE WALKS AND PAVEMENT / TYPICAL ASPHALT PAVEMENT SECTION / (REFER TO SECTION DETAIL ON SHEET C600) CUMBE(REFER TO S AVE.CTIO ASPHALT PAVEMENT SECTION (REFER TO SECTION DETAIL ON SHEET C600, NOTE 2" SP-9.5 REQUIRED) / CLEAN & SEAL COAT EXISTING ASPHALT TO / REMAIN PER MANUFACTURER'S INSTRUCTIONS _. CLEAR SITE DISTANCE TRIANGLE (35MPHy DECORATIVE PAVEMENT 26 SPACES PROVIDED / \ / (REFER TO ARCHITECTURAL PLANS / „i N a / FOR DETAIL) CHARACTER AND INTENDED USE: / THE CONSTRUCTION ACTIVITY CONSISTS OF ONE (1) ONE-STORY RETAIL BUILDING WITH � 112 Q / / � 6,000 GSF, PAVED DRIVEWAYS AND PARKING LOT, ASSOCIATED WATER, SEWER AND STORMWATER. FEMA FLOOD DATA: /l/ I THIS SITE IS LOCATED IN ZONE X, PER FEMA MAP No. 12095CO210 F. DATED: SEPTEMBER 25, 2009, UTILITIES: WATER & SANITARY SEWER: CITY OF OCOEE UTILITIES SOLID WASTE: CITY OF OCOEE PARKING INFORMATION: REQUIRED PARKING: BA51S: 1 SPACE FOR EACH 300 SF OF GROSS FLOOR AREA. L THEREFORE AL '6,006 SF/300 SF X.I ,SPACES=20 SPACES`REQUIRC PARKING PROVIDED: PROPOSED REGULAR PARKING SPACES: 13 (ON-SITE)^V1�� PROPOSED REGULAR PARKING SPACES: ( 11 (OFF -SITE) J PROPO TOTSED ACCESSIBLE PARKING SPACES / 2 (ON -SITE) J 1. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY FOR DIG PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS ALSO TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES AND ANY UTILITY ADJUSTMENT REQUIRED. UTILITY COMPANIES SHALL BE NOTIFIED A MINIMUM OF THREE WORKING DAYS PRIOR TO EXCAVATION. 2. THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS WERE DEPICTED FROM ACTUAL FIELD MEASUREMENTS AND/OR DERIVED FROM RECORD DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM THE LOCATION OF EXISTING UTILITIES TO DETERMINE IF THERE ARE ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION AND TO COORDINATE WITH THE UTILITY OWNERS TO RESOLVE THESE CONFLICTS. 3. THE SUBSURFACE INFORMATION FOR THIS PROJECT WAS OBTAINED FOR DESIGN PURPOSES AND MAY NOT BE AN ADEQUATE REPRESENTATION OF ACTUAL CONDITIONS FOR PROJECT CONSTRUCTION. INFORMATION SHOWN, INCLUDING WATER LEVELS, REPRESENTS EXISTING CONDITIONS AT THE SPECIFIC BORING LOCATIONS AT THE TIME THE BORINGS WERE MADE. 4. ANY DIFFERING SITE CONDITIONS FROM THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON OR BELOW THE SURFACE OF THE GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER, IN WRITING, WITHIN 48 HOURS OF DISCOVERY. NO CLAIM FOR EXPENSES INCURRED BY THE CONTRACTOR DUE TO SUCH DIFFERING CONDITIONS WILL BE ALLOWED IF HE OR SHE FAILS TO PROVIDE THE WRITTEN NOTIFICATION. 5. ALL MATERIALS, INSTALLATION AND TESTING SHALL BE IN ACCORDANCE WITH THE THE LATEST VERSION OF THE CITY OF OCOEE g ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT CODE, CITY DETAILS, AND FLORIDA BUILDING CODE. ADDITIONALLY, ALL WORK PERFORMED WITHIN THE FDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE 2021-22 FOOT STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION, JULY 2021 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND 2017 UTILITY ACCOMMODATION MANUAL.THE MOST STRINGENT STANDARDS BETWEEN CITY STANDARDS AND THE STANDARDS SET FORTH IN GENERAL NOTES (AS DETERMINED BY THE ENGINEER OF RECORD OR THE CITY) SHOULD BE FOLLOWED. 6. THE CONTRACTOR SHALL PROVIDE ALL SHEETING, SHORING AND BRACING REQUIRED TO PROTECT ADJACENT STRUCTURES AND UTILITIES OR MINIMIZE TRENCH WIDTH AS REQUIRED, SHEETING AND SHORING SHALL BE DESIGNED BY A STATE OF FLORIDA PROFESSIONAL ENGINEER RETAINED BY THE CONTRACTOR. 7. THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 8. ALL DEBRIS AND WASTE MATERIALS GENERATED BY DEMOLITION OR SUBSEQUENT CONSTRUCTION ACTIVITIES SHALL BE DISPOSED OFF -SITE IN A LEGAL MANNER AT AN APPROVED DISPOSAL FACILITY, THE CONTRACTOR SHALL OBTAIN ANY AND ALL PERMITS REQUIRED FOR DEMOLITION, CONSTRUCTION WORK AND HAULING WASTE MATERIAL. ALL ASSOCIATED COSTS AND PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 9. ANY PUBLIC LAND CORNER, WITHIN THE LIMITS OF CONSTRUCTION, IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING ALTERED AND HAS NOT YET BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER WITHOUT DELAY. 10. COORDINATE VALUES ARE BASED ON A LOCAL GRID ESTABLISHED BY THE ENGINEER AND ARE INDEPENDENT OF VALUES DEPICTED ON THE SURVEY. 11. ALL REFERENCES TO PROPOSED CONSTRUCTION INDICATES CONSTRUCTION INCLUDED IN THIS CONTRACT. 12. ALL PIPING TO HAVE A MINIMUM OF THREE (3) FEET COVER UNLESS OTHERWISE NOTED ON PLANS, 13. THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL NECESSARY STRIPING, TRAFFIC CONTROL AND SAFETY DEVICES IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," LATEST EDITION, AND THE LATEST FLORIDA DEPARTMENT OF TRANSPORTATION "ROADWAY DESIGN STANDARDS." 14. MAINTENANCE OF TRAFFIC: ACCESS FOR LOCAL TRAFFIC SHALL BE MAINTAINED. IF, DURING CONSTRUCTION, ACCESS FOR LOCAL TRAFFIC IS CHANGED, THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE JURISDICTIONAL AGENCY A MINIMUM OF THREE (3) WORKING DAYS IN ADVANCE. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH INDEX NO. 600 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS. 15. REFER TO FOOT STANDARD PLANS FOR ROAD CONSTRUCTION (FY-2021-22) FOR THE FOLLOWING: 0 A. TYPE C INLET (INDEX NO. 425-052) B. TYPE P MANHOLE (INDEX NO. 425-001) C. TYPE D CURB (INDEX NO. 520-001) D. TYPE F CURB AND GUTTER (INDEX NO. 520-001) E. DROP CURB (INDEX NO. 520-001) F. CURB RAMP (INDEX NO. 522-002) G. CROSSWALK, STOP BAR (INDEX NO, 711-001) H. PAVEMENT ARROWS & MESSAGE SIZE & SPACING (INDEX NO. 711-001) I. CONCRETE BUMPER GUARD (WHEEL STOP) (INDEX NO. 520-001) J 16. AS -BUILT DRAWINGS, SIGNED AND SEALED BY A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA, SHALL BE PROVIDED P THE PROJECT SPECIFICATIONS AND SHALL BE SUBMITTED TO THE CITY IN ACCORDANCE WITH SECTION 3.01,05 OF THE ENGINEERING STANDARDS MANUAL IN THE FOLLOWING FORMATS: A. 1 HARD COPY B. 1 PDF COPY C. CAD COPY DRAWN IN STATE PLANE COORDINATES AS -BUILT DRAWINGS MUST ALSO COMPLY WITH FDOT AND SJRWMD REQUIREMENTS, 17. IF THE DEPARTMENT (FDOT) DETERMINES THAT AS-BUILTS VARY SIGNIFICANTLY FROM THE APPROVED PLANS, THE PERMITTEE SHALL PROVIDE AS -BUILT PLANS, ALONG WITH A RECORD DRAWINGS REPORT BY THE PERMITTEE'S PROFESSIONAL ENGINEER, FORM 850-040-19, WITHIN 30 DAYS OF COMPLETING CONSTRUCTION. 18. ALL SIGNAGE FOR THE PROJECT SHALL COMPLY WITH THE ADOPTED CITY OF OCOEE SIGNAGE REGULATIONS. L - rae�ama DUMPSTER (REFER TO ARCHITECTURAL PL / // n �( ! I,,1 n ONE-S' BUILE (1ay /,/i / ! 0 6,00c ( - /71ITE-\�' CLEAOI /DIST11' r , � J123.0 c, 'titi I 1 o / I / b / �°"'FDOT GENERAL NOTES: 7V 1. IT WILL BE THE RESPONSIBILITY OF THE PERMITTEE TO REPAIR ANY DAMAGE TO FOOT FACILITIES CAUSED BY CONSTRUCTION OF THE PROJECT. 2. TEST RESULTS OF ANY TESTS TAKEN FOR OR DURING CONSTRUCTION OF THE PERMITTED WORK SHALL BE PROVIDED TO THE FOOT UPON REQUEST. 3. ALL CONCRETE TO BE REMOVED SHALL BE SAW CUT AT THE NEAREST JOINT IN GOOD CONDITION, SO AS TO PRODUCE A CONNECTION WITH NEW CONCRETE THAT IS FREE OF CRACKS, DEFORMITY IN SHAPE, NOTICEABLE VOIDS, SURFACE IRREGULARITIES, AND OTHER DEFECTS. CONCRETE GUTTER SHALL BE SAWCUT BETWEEN ASPHALT AND GUTTER BEFORE REMOVAL. 4. ALL CONCRETE WITHIN FOOT RIGHT-OF-WAY SHALL BE AN APPROVED FOOT MIX DESIGN OF 3000 PSI. 5. ALL SIDEWALK AND HANDICAP RAMPS SHALL BE ADA COMPLIANT. 6. ALL MATERIALS INSTALLED WITHIN FOOT RIGHT-OF-WAY SHALL BE LIMITED TO THOSE ON THE FDOT'S QUALIFIED PRODUCTS LIST OR APPROVED PRODUCT LIST OF TRAFFIC CONTROL SIGNALS AND DEVICES. 7. ALL DRAINAGE ON STATE RIGHT OF WAY SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION OF PROPOSED DEVELOPMENT. zl GRAPHIC SCALE 11 rccr ) ' 'I` CONCRETE DRIVEWAY APRON, TIP. I 1 OF 2 (REFER TO CITY DRIVEWAY I APPROACH DETAIL, SHEET C700). II 1 i� �I 111 W 269.99' (M) f-._ .. Proposed Revised Site Plan 385 Douglas Avenue, Ste 2100 Altamonte Springs, FL 32714 Telephone 407.478.8750 Facsimile 407.478.8749 Certificate of Authorimflim No.: 9230 Selby O.Weeks 56991 r` revision description date Qz AGENCYCOMDIP.NTS o7.1o.1S © CYfY COMMENTS 11.01.18 © OWNERREVISIONS o3.29.19 ® OWNER REVISIONS 10.25.19 © ACENCYCOMMENTS 05.04.20 ® CfrYCOMDIENTS 12.16,20 ® CITY COMMENTS 03.04.21 ® OWNER REVISIONS 11.24.21 ® OWNER WATER REV 01.25.22 Q PROPERTY LINE REV 05.20.22 d-by: D8 checked by: SOW dale: 4/19/2018 p1mm.1c: AS SHOWN project number: 17VDIGCoo1 file name: r.�oo-srre.lnrolerool a.,e C too r WEST ORANGE Serial Number Ti es 22-02414 W West Orange Times Published Weekly Winter Garden , Orange County, Florida COUNTY OF ORANGE STATE OF FLORIDA Before the undersigned authority personally appeared Lindsey Padgett who on oath says that he/she is Publisher's Representative of the West Orange Times a weekly newspaper published at Winter Garden , Orange County, Florida; that the attached copy of advertisement, being a Notice of Public Hearing in the matter of Public Hearing on July 19, 2022 VMG Shonaes Variance in the Court, was published in said newspaper by print in the issues of 7/7/2022 Affiant further says that the West Orange Times complies with all legal requirements for publication in chapter 50, Florida Statutes. *This Notice was placed on the newspaper's website and floridapublicnotices.com on the same day the notice appeared in the newspaper. 4seffacrgEtf Sworn to and subscribed, and personally appeared by physical presence before me, 7th day of July, 2022 A.D. by Lindsey Padgett who is personally known to me. el S Notary Public, State of Florida (SEAL) �%'w,,,,� Kimberly S. Martin COMMISSION # GG232793 EXPIRES: July 25, 2022 Bonded fhrll Aaron rotary CITY OF OCOEE NOTICE OF PUBLIC HEARING VXG SHOPPES VARIANCE'REQUEST CASENUMBERi VR 22-04 NOTICE IS HEREBY GIVEN, that the OCOEE,CITY COMMISSION µillhold, a PUBLICHEARINCF on TUE9RAY, JiJLY I.4, 2022, at 8;15 P.M, or as soup there- after as possible, at the Ocova City Commission Chambers, 15o North Lakeshore Drive, Ocoee, Florida, in order.to considerthe petition of VMG Construction, Inu, For aside yard setback variance according to the provisions of Article TV, Subsection 4-9 of tho City of Ocoee T.and Development' Code. Action Requested. The parcel is located at im W. Silver Star Rd. The Orange County Property Appraiser Farcel Iddptification Number (PIN) is 18-22-28-¢100- 00-171. The applicant is requesting avarinnne to the sidayaM building setback line on the zvEnside from ten.(10)feet tothmc (3):fect dueto apropmty line discrepancy with.the railroad property. hrterested parties may appear at the public hearing and be heard vdth respect to the proposed action. The complete case file may he inspected at the Ocoee Develop- ment Services Department, i50 North Lakeshore Drive, Ocoee, Florida, between the hours of 8:00 a-rrt and 5 00 p.m., Monday, thiough Friday, except legal holidays. The City Commission.nmy continue the public hearing to alter dates and times, as itdeems necessary. Any interested party shall be advised that the dates, times, and.places of any continuation of these or continued public hearings shell be an, nounced during the hearings and that no further notices regarding these matters will be published. You are advised that any person who lleslres to appeal any dec - aton made during flie p0bileh6uinga wilitteed at.ecnrd of the pr(aeeding5 and, for this purpose, may need to ensure that averbattim record ofthe proceedings is made, which.iacludes the, testimony and evidence upon which the appeal is based. Persons with disabilities needing assistance to participate in arty of the proceedings should contartthe City Clerk's Office 48 hours in advance of the meeting at(407) 90,1-310.5 July 7, 2022 22-02414W