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HomeMy WebLinkAbout2017 06 21 Public Hearing 401 McDonalds Aesthetic ReviewPLANNING & ZONING BOARD AGENDA ITEM 401 June 21, 2017 Meeting Consent Information Public Hearing X Regular Mgr. / Dept REQUEST: The Community Development Department requests the Planning & Zoning Board/Local Planning Agency hold a Public Hearing for consideration of the Aesthetic Review documents for the proposed exterior renovations to the McDonald's located at the northeast corner of the SR 434 / Tuskawilla Road intersection. SYNOPSIS: The applicant, McDonald's Restaurants of Florida, Inc., is requesting review of the Aesthetic Review documents for the proposed exterior renovations to the McDonald's restaurant located at the northeast corner of the SR 434 / Tuskawilla Road intersection in the Winter Springs Town Center. CONSIDERATIONS: APPLICANT AND PROPERTY INFORMATION: • Property owner: McDonald's Restaurants of Florida, Inc., 1200 East State Road 434, Winter Springs, FL 32708 • Parcel Identification Number: 26- 20- 30- 5AR- OA00 -007B • Current FLUM Designations: City of Winter Springs Town Center • Current Zoning Designations: City of Winter Springs Town Center (T5 transect) • Previously Approved Development permits such as conditional use, waiver, or variance if any): N/A June 21, 2017 Planning & Zoning Board, Item 401 Page 2 of 3 • Development Agreements (if any),: N/A • Pending Code Enforcement Actions (if any): No current Code Enforcement actions • City Liens (if any): No known City liens APPLICABLE LAW &, PUBLIC POLICY, AND EVENTS City of Winter Springs Comprehensive Plan City of Winter Springs Code of Ordinances, Chapter 9, Land Development DISCUSSION: McDonald's is planning an interior and exterior renovation of the existing restaurant located at the northeast corner of the SR 434 / Tuskawilla Road intersection in the Winter Springs Town Center. The improvements include: • Modification of the drive -thru configuration to provide dual (side -by -side) ordering stations • Installation of new drive -thru ordering stations and equipment at both stations • Exterior renovation on all four sides • Reconstruction of the two driveway entrances to meet ADA standards • Interior renovations The enclosed Aesthetic Review package includes all of the applicable submittal requirements for aesthetic review as set forth in Section 9 -600 through 9 -607, including a site plan and building elevations on all four sides showing the proposed colors and materials. The review criteria consists of the following six (6) items, which have been satisfied (as applicable) for the proposed McDonald's renovations. Review Criteria #1: The plans for the proposed McDonald's renovations indicate that the setting, landscaping, proportions, materials, colors, textures, scale, unity, balance, rhythm, contrast, and simplicity are coordinated in a harmonious manner relevant to the particular proposal, surrounding area and cultural character of the community. Review Criteria #2: The plans are in harmony with any future development which has been formally approved by the City within the surrounding area. Review Criteria #3: The plans are not excessively similar or dissimilar to any other building, structure or sign which is either fully constructed, permitted but not fully constructed, or included on the same permit application, and facing upon the same or intersecting street within five hundred (500) feet ofthe proposed site, with respect to one or more of the following features of exterior design and appearance: (A) Front or side elevations, (B) Size and arrangement of elevation facing the street, including reverse arrangement, (C) Other significant features of design such as, but not limited to: materials, roof line, hardscape improvements, and height or design elements. June 21, 2017 Planning & Zoning Board, Item 401 Page 3 of 3 Review Criteria #4: The plans are in harmony with, or significantly enhance, the established character of other buildings, structures or signs in the surrounding area with respect to architectural specifications and design features deemed significant based upon commonly accepted architectural principles of the local community. Review Criteria #5: The proposed project is consistent and compatible with the intent and purpose of the Aesthetic Review sections of the City Code, the Comprehensive Plan for Winter Springs, and the relevant design criteria adopted by the city for the Town Center. Review Criteria #6: The proposed project has incorporated significant architectural enhancements such as concrete masonry units with stucco, marble, termite- resistant wood, wrought iron, brick, columns and piers, porches, arches, fountains, planting areas, display windows, and other distinctive design detailing and promoting the character of the community. FISCAL IMPACT: Approval of the Aesthetic Review has no direct fiscal impact on the City; however, the improvements have the potential to increase the taxable value of the property. COMMUNICATION EFFORTS: The Meeting Agenda and this Agenda Item have been forwarded to the Planning and Zoning Board members and are available on the City's Website, LaserFiche, and the City's Server. The Agenda has been forwarded to the Mayor and City Commission; City Manager; and City Attorney /Staff. Additionally, the Meeting Agenda has been sent to media /press representatives, all Homeowner's Associations on file with the City, all individuals who have requested Agenda information, Department Directors; and also posted outside City Hall; posted inside City Hall with additional copies available for the general public. RECOMMENDATION: Staff recommends that the Planning & Zoning Board forward a recommendation of approval to the City Commission for the McDonald's Aesthetic Review documents. ATTACHMENTS: 1. Exhibit A — Site Plan (1 page) 2. Exhibit B — Building Elevations (2 pages) EXHIBIT A RIGHT- 3' METAL SA ZA OVERHANG (TYP)- SA 3A 6.00' 1 E ND 5/8" IRON ROD LINE HAND T�q & CAP FDOT OF BRANTLEY 10.0 1 A I �� Z' 1 6 AVENUE W I I � N 30.04'56" POB 2D E 258 28' (0) FND PK� N 30 0456" C - BRICK PAVERS i HEDGE LINE (TYP) 17 NAIL DISK 55.62' (0) 42.29' 64.00' COD .... = .:D 3G EOP 21 01, ILLEGIBLE INGRESS - EGREES 2C 1 C MAST ARM m 1 EASEMENT 1 &2 SET PK NAIL I 16 11 R35' LB 7143 DISK HEDGE LINE � 2 BRICK PAVERS BOC 313.86' R25' 24 RESERVED DRIVE 874 4A WWW.CphCOrp.001Y1 APT (PE) ELECTRIC PULL BOX THRU 1 SIGN 3E N � R1.5' ROOF p '� EK 4' METAL FENCE 40 McD DRIVE THRU LADDER L6 4D 4B A Fu// Service ,5" OAK N 24 °29'19" E 150.15' „" 0 - WINDOW 14.8' l o �L+ _ A & E Firm WV 16" OAK a �{ TREE BX a .25' I - - I ONALD'$ TREE °O° j� X I I(PE) 1 STORY CBS ASPHALT WM BOC �° ® a 14 F o I I I� 3. L I D 13" FF ELEV =43,93 B 4E Architects SUBJECT PARCEL N 3H Engineers AP IC SCALE SET 5 PAVEMENT ° m a (DT) _ co I CONTAINS 39,569 SO FEET BUILDING o 9GE 12.00' /8" IRON TREE ( v 0908 HEIGHT = �! + SHRUB A CO Environmental ROD & CAP LB 7143 T �BFP (DT) E 1 _ _ c ' p VEME T �I ff1 DOOR (TYP ACRE f 16.5' 0 10 20 40 s 'S' 1" OA 6 AVEMENT I - ) CPC O O O TREE DooR Landscape Architects S2 S1 12 AS HALT I CQ 9/ �4� (S 15 6.41' S 3843'16' III �I 18.6' M / E / P RESERVED PA ' E - _ 76'7' Planners MHEIGHT DS THRU DRIVE ENT 5 I ����? 10 2� I 3 11.80' (0) I I I �I I C r. R20' 1 g 1 INCH = 20 FEET 1SOiGN 2 SIGN 4 _ / HEIGHT = Boc'. Structural c� HAND RAII OVERHANG (Typ) TRANS 8 / (TYP) ® HEDGE / EO O ` © � � \ Surveyors 2 W C _ `HEDGE LI Traffic / Transportation O �O � 5 3 �- 2 ® -Q ' � r � I AREA - Q \L \ AN OUT 2 3F ° -ELECTRIC BIKERAI © 26 ® TRIC z1 ��/ Tsa R10' 2 1 ♦- 0 1 3 R18' t p. Offices in: 0 13.. 13 4" OAK �..::: < O �' p m , - R1.5' \20o TREE F o 2A • Florida ,r, I / R15' I LAGPOLE RESERVE R12' DRIVE , 20 B 87.4' A R12' R24' 2 I ��O 8 • Puerto RICO WOOD SIGN ti 16 OOF LADDER------, 19 ^' 21 I I C•C© FENCE /GgTE��I / •Connecticut 5" OAK 17 DRIVE THRU WINDOW ` (M) 13 (M) IL4 ASPHALT SINGLE S 'DRY racy. .Mar land ETgL FENCE MCDONALD' y _ Pnvr..�.._ - y $ 13 "" OAK - - -_ J SIDE BY SIDE DRIVE -THRU STANDARD MODIFIED D 11 1 STORY CBS �61I11 (COD) III: FF ELEV =43 93 21 (� ' TREE 1" - 20' I I E m CONTAINSECT PARCEL 12.20 13 R5' _ I 0 908 9,569 SQ FEET BUILDING HEDGES 1'2 pb . 1 14 10.0 I- _� ACRE t COOLER ° ND p' SIDE BY SIDE DRIVE -THRU ASPHALT pDnn HEIGHT _ 16 5, �! 9 BS 14 3.66' IMPROVEMENTS F A SINGLE BOLLARD SHOULD BE POSITIONED AT THE CORNER OF THE BUILDING ON THE HEDGE LINE © PAVEMENT I III = 1Tq (TY ' 6.00' 5.77' 6.00' .R32' 1.24' OF ALL OUT 1. SIDE BY SIDE DRIVE -THRU CURBING DETAILS: 3E DRIVE -THRU SIDE. IT SHOULD BE FLUSH AGAINST THE BUILDING AND FACE OF THE BOLLARD �� ¢ I III- R2fl''' (BOC) EASEMENT & ❑ O �� - x10.09' 6.00' .86' BOUNDARY DRIVE -THRU LANES BOUND BY CURB ON BOTH SIDES ARE TO BE 12' -0 ". LANES BOUND SHOULD BE TIGHT AGAINST THE BACK OF THE CURB. W �o III III 18 16 11 17 11 716 14 15 ; Ft12' o° AREA a PROPOSED NORTHERLY BUCKLE UP III= _�I NONE SIDE AND PAINTED STRIPING ON THE OTHER SIDE ARE TO BE A MIN. OF ROAD LINE STATE SIGN = OF 10 -0 . HE TIP OF THE ISLAND SEE B. OR EEI Rogp I II ° 3F DOUBLE ARM GATEWAY "McDONALD'S SHOULD BE LOCATED AT T 8 to : BOG'. :.: ❑ o 1' O BY CURB O ' TO 24" FROM FACE OF CUR 434 (D) �TREEK TRASH CAN (Ty� ® 22 1.24' ❑THE MIN. RADIUS FOR ALL INSIDE /DRIVER'S SIDE DRIVE -THRU CURBING IS 20' -0" TO MANUFACTURER /LOCAL SPECIFICATIONS FOR DETAILS. Z v ® HEDGE FO * 1 B INSIDE OF CURB. / AREA \ / (AP) (AP) R34' THE DISTANCE BETWEEN THE TIP OF THE CURBED ISLAND AND THE CENTER LINE OF THE ` �, 13 C qN OUT (2) HEDGE LINE 1C PRIMARY LANE CURBING SHOULD BE AS STRAIGHT AS POSSIBLE. (LESS CURVING, THE 3G PRIMARY COD MUST BE 15' -0 ". THIS MEASUREMENT IS TAKEN PARALLEL TO THE INSIDE CURB J Ate°' X12 '' �° BX� oU BETTER). FACE OF THE PRIMARY LANE. MKr RA DETECTABLE WARNING AREA (DE) 7 5 ELECTRIC PULL BOX O 13 R3' 12 OAK m THE OVERALL LENGTH OF THE CURBED ISLAND SHOULD BE 35' -45'. THE LENGTH OF THE PRIMARY LANE DETECTOR LOOP SHOULD BE PERPENDICULAR TO THE CENTER OF THE 1 TREE 22 22 * 1 D THE ISLAND FROM THE COD ALLOWS FOR THREE CARS IN THE SECONDARY LANE, TWO 3H PRIMARY COD. FLAGPOLE 7 R3' 3 IN THE PRIMARY LANE AND ONE AT THE COMMITMENT POINT. �X 1 720p, 6-00, 720p, 9S , O R5' 14 THE EDGE OF MENU BOARD SHALL BE POSITIONED A MINIMUM OF 18" AND A MAXIMUM OF 36" - - 0 Z� / ❑ THE ISLAND WIDTH SHOULD BE 13' AT THE WIDEST POINT (FACE OF CURB TO FACE OF * 3I FROM FACE OF CURB, WHILE MAINTAINING 100% VISIBILITY. 16 ❑ �'� 8' WOOD * 1E CURB). 2 14 �� ENCE /GATE PHALT SINGLE S 1F ENTRANCE LANE ENTERING THE SIDE BY SIDE DRIVE -THRU IS TO BE 14' -0" MIN. CBS 4. SIDE BY SIDE DRIVE -THRU EQUIPMENT POSITIONING FOR SECONDARY LANE: 11 ® �� VEMENT STORAGE BUILDING TO POSITION THE SECONDARY COD, DRAW AN ARC WITH A 14' RADIUS THAT IS CENTERED 2 FFE = 43 26 OCK, WALL 4A FROM THE MIDPOINT OF THE ISLAND TIP, THEN OFFSET THE FACE OF CURB BY 24" TO 17 ® 2. SIDE BY SIDE DRIVE -THRU PAVEMENT MARKINGS: 12" PALM •°' 15.1 Q, DETERMINE THE LOCATION OF CENTER OF FOUNDATION OF SECONDARY COD. TREE o 15.0' 2A 6" WIDE YELLOW PAINT STRIPE TO SPAN OUTER EDGE OF THE ENTIRE DRIVE -THRU LANE. 11" PAL THE LOOP DETECTOR IS TO BE 2' FORWARD OF THE COD CENTER LINE WITH THE LOOP 1 PALM TREE 93 4B FACING FORWARD AND THE DETECTOR LOOP PERPENDICULAR TO THE SECONDARY COD R25' (RT) ASPHALT TREE DOUBLE - HEADED ARROW PAVEMENT MARKING. STANDARD STRIPING MARKINGS ARE 7' WHEN POSSIBLE. S) PAVEMENT 12" OAK o SITE LEGEND 2B SHAFT, T ARROW STEM AND 3' FOR THE ARROWHEAD. TIP OF ARROW HEAD TO BE LOCATED 5' CLF E P AT CENTER OF EACH LANE. THE CENTER OF THE SECONDARY MENU BOARD FOUNDATION SHOULD BE LOCATED 22" FROM d � 14 13" OAK BOC W � = PROPOSED DRIVE -THRU GATEWAY BAR FACE OF CURB AND APPROXIMATELY 6' -0" FROM THE TIP OF THE CURBED ISLAND. THE END _ a a �o O MERGE POINT IS LOCATED WHERE TWO VEHICLES LEAVING EACH COD SIMULTANEOUSLY * 4C CAP OF THE SECONDARY MENU BOARD SHOULD NOT BE LOCATED OVER THE INNER FACE OF g ) / L8 - - - - _ _ HEDGES AND 13" OAK C HEDGES AND (M) = PROPOSED MENU BOARD WOULD MEET. THE MERGE POINT STRIPING IS TO BE LOCATED BY OFFSETTING THE INNER THE CURB. ANGLE SHOULD BE TO MAXIMIZE FIRST CAR VIEWING. BRUSH LINE ry M V� B M C INGRESS - EGRESS RUSH LINE TREE TREE �o m0 (M /C) = PROPOSED INTEGRATED MENU /COD 2C PRIMARY LANE BACK OF CURB 9.0' AND OFFSETTING THE OUTER LANE STRIPING 8.0'. AT THE O FND p EASEMENT INTERSECTION OF THESE OFFSETS, A 6" YELLOW STRIPE IS TO BE MARKED PERPENDICULAR AUGER "McDONALD'S ORDER HERE CANOPY" COD /CANOPY FOUNDATION TIGHT AGAINST BACK K NAIL NO ID // 1 3 5' CLF 1 11 TREE ESS (COD) = PROPOSED CUSTOMER ORDER DISPLAY SPEAKER TO THE OUTER LANE AS WELL AS THE INNER PRIIMARY LANE. 4D OF CURB. SEE MANUFACTURER /LOCAL SPECIFICATIONS FOR DETAILS. N POB RIGHT- WAY LINE McDONgLDS TREE OWN �� = PROPOSED DETECTOR LOOP N OF- EASEMENT / EASEMENT `O THE WORDS "THANK YOU" ARE TO BE PLACED AFTER THE 8" WIDE YELLOW STRIPE (PAINTED THE SECONDARY MENU BOARD SHOULD BE PARALLEL TO THE PRIMARY DRIVE THRU LANE. 9 NO WELCOME SIGN 3 &4 6/7/4" UNKNOWN 11" CYPRESS M a _ 2D YELLOW). 4E OPO MENU BOARD SHOULD BE AT AN ANGLE NO GREATER THAN 30' TO MAXIMIZE SECOND / ,ir.N TREE PROPOSED CONCRETE PAVEMENT ❑ ASPHALT / � TREE /�° ® CAR VIEWING.) PAVEMENT - 0 = PROPOSED ASPHALT PAVEMENT /RE- GRADING THE 8" WIDE YELLOW STRIPE PRIOR TO THE WORDS "THANK YOU" IS FOR PARKING CARS 11 \--/ L14 INGRESS- EGRESS ® �[jy CO �C 2E THAT ARE WAITING FOR ORDERS. THE STRIPE SHOULD BE 40' FROM THE CENTER LINE OF 5. SIDE BY SIDE DRIVE -THRU DETECTOR LOOP: EASEMENT # 4 � TOP OF SYSL /6" =SINGLE YELLOW SOLID LINE / 6" WIDE THE OPEN PRESENT BOOTH WINDOW. ELEV _ WATER ❑ DETECTOR LOOPS SHALL BE LOCATED AT THE CENTER OF THE OPENING WINDOW AT THE R25' END OF FENCE $ $Oc04'Jr X5.00' ON DATE 125'93' 6/7" UNKNOWN SWSLA" = SINGLE WHITE SOLID LINE / 4" WIDE 5A 5 IS BROKEN s„ W /3/15 TREE 3. SIDE BY SIDE DRIVE -THRU EQUIPMENT POSITIONING FOR PRIMARY LANE: CASH AND PRESENT BOOTHS. 220,00■ IMPROVEMENTS FALL DOUBLE YELLOW SOLID LINE / 4" WIDE (BEARING BASIS) BOUNDARY ALL OUT OF AO = ORDER WINDOW MIN. 60' -0" (+/-5'60'-65') LINEAR DISTANCE BETWEEN THE CENTER LINE OF THE COD FACE AND AREA (1.5) 3A THE CENTER LINE OF THE OPEN CASH BOOTH WINDOW AS MEASURED ALONG THE CENTER SIDE BY SIDE DRIVE -THRU OPTIONAL FEATURES: 14 - - - RETENTION 6/ UNKNOWN 0 = PRESENTER WINDOW LINE OF THE LANE. THIS MAY ONLY BE INCREASED IN 20' INCREMENTS ( +/ -5' FOR 80', 100', & 1. SIDE BY SIDE DRIVE -THRU OPTIONAL EQUIPMENT: 26.31' - - _ _ J AREA TREE 120') TO A MAX. OF 120'. 100' IS OPTIMAL. 0 = PROPOSED PARKING COUNT THE EDGE OF THE PRE -SELL BOARD SHOULD BE 18 " -24" FROM FACE OF CURB (12" IS THE FND 5 s1 = RESERVED DRIVE -THRU PARKING SPACE 36 THE CENTER OF THE PRIMARY MENU BOARD FOUNDATION IS TO BE 10.0' FROM THE CENTER MINIMUM). THE DISTANCE BETWEEN THE PRIMARY COD AND PRE -SELL BOARD IS TO BE 30' ESP, /8 IRON ROD & CAP * OF THE COD FOUNDATION. *0 AS MEASURED ALONG THE CENTER LINE OF THE LANE. THIS IS MEASURED FROM THE N LB 2858 -tr (AP) = ACCESSIBLE PARKING SIGN (FTP -25) 1A CENTER OF THE PRE -SELL BOARD FOUNDATION TO THE CENTER OF THE COD -� DE = DO NOT ENTER SIGN R5 -1 3C THE PRIMARY MENU BOARD SHOULD BE AT AN ANGLE BETWEEN 40' AND 50' ANGLE FROM A FOUNDATION. THE ANGLE OF THE PRE -SELL BOARD SHOULD MAXIMIZE VISIBILITY TO THE Q 3ta•tr ( ) ( ) CAR POSITIONED AT THE COD TO MAXIMIZE SECOND CAR VIEWING. THIRD CAR FROM COD.. 13 _ _ (E) (S) =STOP SIGN (R1 -1) 16" OAK x N 24 °29'19" E 150.15' -� RT AUGER "McDONALD'S ORDER HERE CANOPY" COD /CANOPY FOUNDATION TIGHT AGAINST BACK "ANY TIME /ANY LANE" BOLLARD SIGN MUST BE A MIN. OF 1.5' FROM FACE OF CURB AT THE O moo a THE a 8 u ( ) = RIGHT TURN ONLY SIGN (R3 -5R) 3D OF CURB. SEE MANUFACTURER /LOCAL SPECIFICATIONS FOR DETAILS. 1B BEGINNING OF THE LANDSCAPE ISLAND. BOLLARD IS TO BE ORIENTED AT AN ANGLE OF 90' a a a a a a a Z / M I -tr (NL) =NO LEFT TURN SIGN (R3 -2) FROM THE CURB. SET 57S" IRON ROD OAP E TREE --u--(DT) = RESERVED DRIVE -THRU PARKING SIGN z cs � * =ITEMS NOT PROVIDED OR UNABLE TO MEET LAYOUT CRITERIA DUE TO SITE CONSTRAINTS.. D_ C) O o � 8 11 I $tt DRIVE THRU CRITICAL DIMENSIONS AND NOTES /L�a ry O SOW STRIPING p�` 1 f 5 11 ®B 5 D I / s� s 9 DEMOLITION KEYNOTE LEGEND SITE PLAN KEYNOTE LEGEND SITE DATA SITE NOTES 0�3Pr T9 , s a 14" IAK O REMOVE EXISTING STRIPING. O NEATLY SAW -CUT, REMOVE AND MATCH EXISTING CURB AND 1. EXISTING UTILITIES ARE SHOWN IN SCHEMATIC ONLY. �- THE PURPOSE OF THIS PROJECT IS TO UPDATE THE CONTRACTOR SHALL USE DUE REGARD WHEN PERFORMING ANY C Y > O Q-� TRIEE GUTTER AND PAVEMENT WITH A SMOOTH TRANSITION. O 67X I O REMOVE EXISTING CUSTOMER ORDER DISPLAY (COD). EXISTING DRIVE -THRU AREA BY REMOVING AND /OR SITE DEMOLITION. U ? a) Q � dj z o ���e ■e a © 0 I O PROPOSED SAW -CUT LIMITS. RELOCATING THE EXISTING DRIVE -THRU EQUIPMENT, 2. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK CL M N �� 1sTRE- McDON + 3 + I Q REMOVE & RELOCATE EXISTING MENU BOARD (M). 3 AND CONSTRUCTING A SIDE BY SIDE DRIVE -THRU WITH AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT C) p U Q U) p Q 6 ALD'S ( ) a TREE _- JI 4 REMOVE & RELOCATE EXISTING PRE SELL BOARD PS / O PROPOSED SYSL / 6" ALL SUPPORTING EQUIPMENT AND BRING SITE INTO ADA GROUNDBREAK. O ( ) 3. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH Plans Prepared B s 2 M O PROPOSED SYSL / 4" COMPLIANCE. p Y (COD) co GATEWAY BAR. PAVEMENT. CPH, Inc. 4. DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS SHOWN M 11 4 ' 0 5 REMOVE EXISTING BOLLARD. O PROPOSED PAVEMENT STRIPING, SEE DETAILS, SHEET C -5. SITE ADDRESS: 1200 EAST HIGHWAY NO. 434 500 West Fulton St. °0 9 q P (BOC) WHICH INDICATES BACK OF CURB. PROPOsED NORTl1ERLY M`b 9 Wt " ' 6 WINTER SPRINGS, FLORIDA 5. CONTRACTOR TO SEAL AND RE- STRIPE AFFECTED PARKING AREA. Sanford, Fl. 32771 OF WAY LINESTAIEIGHT = 12" PALM O REMOVE EXISTING RAILING. O PROPOSED CROSS WALK STRIPING PER FDOT INDEX #17346. Ph: 407.322.6841 ROAD 434 iD) / 11 "�O ® TREE STRIPING TO BE REPLACED AS EXISTING EXCEPT WHERE NOTED Licenses: ® / D PROTECT & SAVE EXISTING DUMPSTER ENCLOSURE. O PROPOSED ACCESSIBLE STRIPING. SEE DETAIL, SHEET C -5. PARCEL I.D. NUMBER: 26- 20- 30- 5AR -OA00 -0078 OTHERWISE. 6. ADJUST ALL MANHOLE RINGS AND CLEAN OUT COVERS TO BE Eng. C.O.A. No. 3215 12 X O NEATLY SAW -CUT &REMOVE EXISTING CURB AND GUTTER O PROPOSED SYSL/ 6" CHEVRON STRIPING SURROUNDED BY SITE TOTAL AREA: 39,569 S.F. (0.908 A.C. ±) Survey L.B. No. 7143 FLUSH WITH FINISHED GRADE. ALL PARTS TO BE TRAFFIC BEARING Y AND PAVEMENT AS APPLICABLE. SYSL/ 6" FOR TRAFFIC SEPARATION. (AASHTO H -20 LOADING). Arch. Lic. No. AA2600926 TREE 11 EXISTING LAND USE: FAST FOOD WITH DRIVE THRU 7. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY Lndscp. Lic. No. LC0000298 g O REMOVE EXISTING SIDEWALK/ PAVERS & CURBING. O PROPOSED 24" WIDE WHITE PAINT STOP BAR ON PAVEMENT PROPOSED LAND USE: FAST FOOD WITH DRIVE THRU COMPANIES TO DETERMINE EXACT POINT OF SERVICE B v'r 12' PALM TREES i^ s PER FDOT INDEX #17346. \ 10 PROTECT & SAVE EXISTING WELCOME SIGN. CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ®� 5 10 PROPOSED DYSL / 4" (LINES TO BE EXTENDED FROM THE EXISTING USE: McDONALD'S RESTAURANT ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE "► / 11 PROTECT & SAVE EXISTING UTILITY. STOP BAR ENTRANCE LOCATIONS, SIZES, AND CIRCUITING. ® ) PROPOSED USE: McDONALD'S RESTAURANT 12° ALM 15.10; 0 12 PROTECT &SAVE EXISTING FLAG POLE &BIKE RACK. 11 0 8. MODIFY ALL NON - COMPLIANT EXTERIOR DOOR HARDWARE, AS 9 FPALM PROPOSED ACCESSIBLE RAMP 1:12 MAX. RUNNING SLOPE, 2 /o ZONING: NECESSARY, TO COMPLIANT LARGE OFFSET D -PULL DOOR EE MAX. CROSS SLOPE PER FDOT INDEX NO. 304, SEE DETAIL, HARDWARE. 11 12' OAK 13 RELOCATE EXISTING SIGNAGE PER SITE PLAN. SUBJECT SITE: T -C TOWN CENTER DISTRICT p 10 E 7 /,�T SHEET C -5. 9. ENSURE ACCESSIBILITY STICKERS ARE PLACED ON ALL NORTH: T -C TOWN CENTER DISTRICT APPLICABLE DOORS. - £{ TR a PROPOSED AREAS OF DEMOLITION. 12 PROPOSED SERVICE / DELIVERY RAMP. EAST: T -C TOWN CENTER DISTRICT 10.EN5URE SPEECH /HEARING IMPAIRED SIGNAGE IS PROVIDED AT TREE � X PROPOSED TREE TO BE REMOVED. O SOUTH: STATE ROAD 434 COD, CASHIER WINDOW & PRESENTER WINDOW. 11" CYPRE 13 PROPOSED CONCRETE PAVEMENT. SEE DETAIL, SHEET C -5. D PK N,ML N010 8 / 6" UNKNOWN TREK TUSKAWILLA ROAD 11. TRANSITIONS TO BE FLUSH ALL ALONG THE ACCESSIBLE ROUTE. / ) ❑ (COD) = EXISTING CUSTOMER ORDER DISPLAY TO BE REPLACED 14 PROPOSED CURB AND GUTTER. STANDARD CURBING SHOWN CONTRACTOR SHALL ENSURE THE MAXIMUM CONSTRUCTED LEVEL C 6/ UN *N 1" CYPRESS/' J THE TREE (M) = EXISTING MENU BOARD TO BE RELOCATED SHADED. SEE DETAIL, SHEET C -5. PROPOSED AREA CALCULATIONS: TRANSITION AT EVERY JOINT DOES NOT EXCEED THE MAXIMUM IZ LL. 15 PROPOSED BRUSHED CONCRETE SIDEWALK PER FDOT INDEX BUILDING AREA: = 3,100.49 S.F. (7.83 %) ALLOWABLE UNDER THE ADAAFTER SETTLEMENT, EXPANSION, CO CID CONTRACTION, ETC. CHANGES IN LEVEL OF 1/4" HIGH MAXIMUM LINK OWN #310 5% MAX. LONGITUDINAL SLOPE, 2% MAX. CROSS SLOPE). IMPERVIOUS AREA: = 24,526.99 S.F. (61.98 %) C 8 S 30 °04'56" W 0.00 °S THE ( ) PERVIOUS AREA: = 11,941 .52 S.F. (30.18 %) SHALL BE PERMITTED TO BE VERTICAL. CHANGES IN LEVEL C 16 PROPOSED 5' X 5' MIN. SIDEWALK LANDING PER FDOT INDEX BETWEEN 1/4" HIGH MINIMUM AND 1/2" HIGH MAXIMUM SHALL BE Z Cl) 0 8 - - -- �// /6" UNKNOWN #310, 2% MAX. SLOPE IN ALL DIRECTIONS. EXISTING AREA CALCULATIONS: BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. (' Z 9 - - - -J 12.FILL EXPANSION / CONTROL JOINT WITH EXTERIOR GRADE J Z 17 PROPOSED NOSE DOWN CURBING, SEE DETAIL, SHEET C -5. BUILDING AREA: = 3,100.49 S.F. (7.83 %) CONCRETE EXPANSION JOINT CAULKING. FILL ENTIRE LENGTH OF fTJO 5/g• IRON ROD 8e OAP LB 2855 IMPERVIOUS AREA: = 24,671.25 S.F. (62.35 %) JOINT SUCH THAT ANY CHANGE IN ELEVATION DOES NOT EXCEED a a 18 PROPOSED CONCRETE PAVERS PER McDONALD'S PERVIOUS AREA: = 11,797.26 S.F. (29.81 %) 1/4" IN ELEVATION FROM THE ADJACENT CONCRETE SURFACES a AREAS OF DEMOLITION SPECIFICATIONS BOUNDED BY 6" RIBBON CURB (5% MAX. WHEN CAULKING HAS CURED. FOR JOINTS WITH VOIDS DEEPER LU Cl) 1" = 30' LONGITUDINAL SLOPE, 2% MAX. CROSS SLOPE). TOTAL: = 39,569 S.F. (100.00 %) THAN 1/2 ", INSTALL CONTINUOUS FIBERBOARD EXPANSION JOINT W FILLER BELOW CAULKING TO SUPPORT CAULKING ABOVE. PROPOSED BOLLARD. SEE DETAIL, SHEET C -5. 13. CONTRACTOR TO REPLACE DAMAGED PLANT MATERIAL, L Z 6.87' _ 20 PROPOSED DECORATIVE ALUMINUM RAILING PER MCDONALD'S INCLUDING SOD, IMPACTED BY CONSTRUCTION ACTIVITIES IN Z z SPECIFICATIONS. ACCORDANCE WITH THE LANDSCAPE PLAN. 14.CONTRACTOR TO MODIFY IRRIGATION AS NECESSARY TO 21 PROPOSED CONDUIT CONNECTION. SEE MENU BOARD AND ACCOMMODATE NEW LANDSCAPE. Mo COD MANUFACTURER'S DETAILS. O 00• 28.71': °° 11.42' 22 EXISTING UTILITIES TO BE SAVED & PROTECTED. ADJUST } °' 9.77' ° 31.20' 14,6' s L TOPS TO MATCH FINISH GRADE & TO BE TRAFFIC BEARING 6.44' .8' s� WHERE APPLICABLE. J J 23 PROPOSED CONCRETE RIBBON CURB. C 10.26' . M• No 27'39 \ I 24 PROPOSED CONCRETE VERTICAL CURB, SEE DETAIL, SHEET CL) _ C641 / p / \ / C -5. Always call S two full business days before you • • 18.6' 18.6' DRIVE- THRU DIMENSION TIES MENU BOARD DIMENSION TIES DRIVE -THRU SIGHT TRIANGLE ­;u ;hine811.c °m PARKING INFORMATION TOTAL SPACES REQUIRED 16 1 PARKING SPACE PER 100 S.F. OF PATRON USE AREA. 1,575 S.F. / 100 S.F. = 16 PARKING SPACES TOTAL SPACES EXISTING 33 31 SPACES 2 ACCESSIBLE SPACES TOTAL SPACES PROVIDED 30 2 SPACES 28 ACCESSIBLE SPACES U NOTES: 1). NO ADDITIONAL SEATS PROPOSED. 2). IMPERVIOUS AREA REDUCED. Sheet No. McDONALD'S PROJECT 0�3 CODE: 009 -1284 EXHIBIT B SOUTH ELEVATION SCALE: 114'= V -0° I ff'�llll 151agq a _. iq METAL PANELS, TRELLIS & COPING (ALUMINUM CLEAR ANODIZED CANOPY SYSTEM (ALUMINUM YELLOW ARCADE & BRA 1 D WALL TILE) IRIS ERA II A "E- WOOD " - WHITE 36"X6" STACKED ED EAST ELEVATION SCALE, V4"= = 1' -Un WINTER TE SPRINGS Q 91 SITE CODE# 049 -12x4 JUNF- , 201$ A4 Pull re'rm mig A Lcf Ai cihitacls M l E r f} - lo rtda !� mgi mws Pklnn0FS + Puerto R Ic a EnvironmentRP Structure! ■ Con necticut Lands"peAfchLtecls 5mrV0y*rs vvww_ cphc orp. co rn Trafficrf ra iisportatlan ' Maryl and BUILDING BASS ISTUCCO) BENJAMIN MQORE SLEEKER BEIGE #HC -80 BUILDING ACCENT #1 (STUCCO) BENJAMIN MORE ALEXANDRIA BEIGE #FiC -77 METAL PANELS, TRELLIS & COPING (ALUMINUM CLEAR ANODIZED CANOPY SYSTEM (ALUMINUM YELLOW ARCADE & BRA 1 D WALL TILE) IRIS ERA II A "E- WOOD " - WHITE 36"X6" STACKED ED EAST ELEVATION SCALE, V4"= = 1' -Un WINTER TE SPRINGS Q 91 SITE CODE# 049 -12x4 JUNF- , 201$ A4 Pull re'rm mig A Lcf Ai cihitacls M l E r f} - lo rtda !� mgi mws Pklnn0FS + Puerto R Ic a EnvironmentRP Structure! ■ Con necticut Lands"peAfchLtecls 5mrV0y*rs vvww_ cphc orp. co rn Trafficrf ra iisportatlan ' Maryl and NORTH ELEVATION SCALE: 114' = y'-T K r r. [i ol ! to] 'LIFATMINVAN lalk3mixelA CANOPY SYSTEM (ALUMINUM WHITE ARCADE & BRAND WALL (TILEI IRI S CERAM I "E-WOOD" - WHITE 6 "" STACKED BOND WEST ELEVATION SCALE. 14' = V-0, Rl WINTER SPRINGS 2 ( 179., lTE OOOE# 009 -12x4 JUNE -0 5, 2016 A Full Bernice A & E Firm Offices In- 4h 1� Iorida f4rcMe s m I E r P !E ngi neers Manners • Puerto Rio0 Emei rQn nItiktot S4ructura l 4 c onooefiGut La ndsca pe Archit -pas Surweyors ; Mar land . r-p h Go rP. co m TrafficfTrans porteti an euiLoiNG BASE (sTUCQO BENJAMIN MDORE BLEEKER BEIGE #1 -IC -80 BUILDING ACCENT #1 (STUCCO) BENJAMIN MOORE IILEXANDRIA SE1GE #WC -77 METAL PANELS, TRELLIS & COPING (ALUMINUM) CLEAR ANODIZED CANOPY SYSTEM (ALUMINUM WHITE ARCADE & BRAND WALL (TILEI IRI S CERAM I "E-WOOD" - WHITE 6 "" STACKED BOND WEST ELEVATION SCALE. 14' = V-0, Rl WINTER SPRINGS 2 ( 179., lTE OOOE# 009 -12x4 JUNE -0 5, 2016 A Full Bernice A & E Firm Offices In- 4h 1� Iorida f4rcMe s m I E r P !E ngi neers Manners • Puerto Rio0 Emei rQn nItiktot S4ructura l 4 c onooefiGut La ndsca pe Archit -pas Surweyors ; Mar land . r-p h Go rP. co m TrafficfTrans porteti an