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HomeMy WebLinkAbout2018 04 23 Public Hearing 400 StarbucksCOMMISSION AGENDA ITEM 400 April 23, 2018 Regular Meeting Informational Consent Public Hearings X Regular KS City Manager Department REQUEST: The Community Development Department requests that the City Commission hold a Public Hearing to consider the Aesthetic Review, Final Engineering Plans, and Special Exception requests for Starbucks at the Winter Springs Town Center. SYNOPSIS: A Starbucks Coffee restaurant is proposed on 2.8 acres located east of Tuskawilla Road and west of Michael Blake Boulevard, in the Winter Springs Town Center. The Community Development Department has reviewed the Aesthetic Review, Final Engineering Plans, and four Special Exception requests for Starbucks. CONSIDERATIONS: APPLICANT AND PROPERTY INFORMATION: . Applicant/Property owner's name(s): IDBS Winter Springs, LLC . Property addresses: . Property Parcel ID numbers: . Current FLUM Designation: . Current Zoning Designations 201 Michael Blake Boulevard 26-20-30-5AR-OA00-008M Town Center District T -C (Town Center District) . Development Agreements (if any): Winter Springs Holdings, 4/9/15 Public Hearings 400 PAGE 1 OF 5 - April 23, 2018 First Modification, 1/9/17 . Pending Code Enforcement Actions (if any): None . City Liens if any): None DISCUSSION: Project Overview: IDBS Winter Springs, LLC (The Ocean Bleu Group) is proposing to build a Starbucks Coffee restaurant in the Winter Springs Town Center. The proposed 2,500 square foot two- story building is located on a 2.8 -acre parcel on the north side of S.R. 434, east of Tuskawilla Road, west of Michael Blake Boulevard, and directly in front of The Blake Apartments (Catalyst) currently under construction. The Starbucks Coffee includes a drive-thru service, indoor and outdoor seating areas, onsite and on -street parking, bicycle parking, enhanced pedestrian access facilities, and a highly decorative aesthetic design package for both the building and surrounding site improvements. Aesthetic Review Plans (Exhibit A attached): The proposed project consists of one two-story restaurant building (faux second -story) that also provides a drive-through lane and service window. The building has a tan, sand finish stucco facade, as well as a cedar wood composite siding on the sides of the building. The facade is additionally accented with brick and cultured stone veneers. The building utilizes a neutral color scheme and various yet highly compatible materials. The front of the building faces S.R. 434, and will feature an outdoor patio and seating area which leads to an entrance/exit to the building. The front of the building features a large Starbucks logo and directional "Drive-Thru" sign affixed to the faux second -story. The east side of the building features another entrance/exit, which is decorated with cedar wood composite siding. The rear of the building, which will face Sea Hawk Cove, features a "Starbucks" sign in text, and another "Drive-Thru" directional sign. The west side of the building, which will face Eagle Edge Lane, features the drive-thru pickup window, which is screened by a stone and brick veneer screen wall. The proposed project is designed to contribute significantly to the quality architectural styles that are typical of the Winter Springs Town Center and the surrounding area. The proposed building represents a positive addition to the City of Winter Springs, and is a high- quality, unique design that is harmonious with its surroundings and will add value to the proposed location Final Engineering Plans (Exhibit B attached): Starbucks Coffee is a quick service establishment that provides beverages and food to customers in a cafe -style layout. The plans depict one 2,500 square foot two-story building (faux second story) on a 0.67 -acre lot, which is part of a 2.8 -acre commercial parcel owned by IDBS. A parking lot is located on the east side of the building. A drive-thru lane encompasses the north, west and south sides of the building. The parking lot has 28 onsite parking spaces, including two handicap spaces. Access to and from the site is from a driveway connection on Sea Hawk Cove. Public Hearings 400 PAGE 2 OF 5 - April 23, 2018 Sea Hawk Cove is currently under construction as part of the Catalyst Winter Springs Apartments project and will be a public road upon completion. Sea Hawk Cove will be accessible from Michael Blake Blvd and Eagle Edge Lane, which is also under construction as part of the Catalyst Winter Springs Apartment project. The site includes a parking area, paver outdoor seating area, enhanced landscaping, upgraded sidewalks, and a drive-thru lane. Enhanced landscaping and 12 -ft sidewalks will be located along SR 434 to provide a more walkable and aesthetically pleasing frontage. Sea Hawk Cove and the Catalyst Winter Springs Apartments border the site on the north. A 0.83 -acre parcel, as part of a future development, will border the east side of the site. Eagle Edge Lane will border the west side of the site and the south side of the site is adjacent to S.R. 434. The site's stormwater is master planned into the Catalyst Winter Springs Apartments master stormwater pond, which is located east of the Cross Seminole Trail. The pond is currently under construction and it complies with the applicable St. Johns River Water Management District and the City of Winter Springs permit requirements. The Starbucks facility will connect to City of Winter Springs water and sewer facilities along Sea Hawk Cove. Staff s recommendation of approval of the Final Engineering plans is subject to the satisfaction of any remaining open Staff review comments. Special Exceptions: The applicant is requesting approval of four Special Exception requests. In granting a Special Exception, per the Town Center Code, the City Commission must find substantial competent evidence that: a. The proposed development contributes to, promotes, and encourages the improvement of the Winter Springs Town Center and catalyzes other development as envisioned in the Winter Springs Town Center regulations. b. The proposed development will not have an unfavorable effect on the economy of the Winter Springs Town Center and complies with the economic fiscal impact requirements set forth in the City's Comprehensive Plan and code. c. The proposed development abides by all rules in this code other than those specially excepted. d. The proposed development meets any reasonable additional conditions, restrictions, or limitations deemed necessary by the city commission in order to preserve and promote the intent of the Winter Springs Town Center District Code. e. With respect to each waiver requested, the specific waiver shall comply with all of the following: i. Is a result of special conditions and circumstances which are peculiar to the land, site plan, structure or building involved and which justify granting the waiver in the context of the overall proposed development being successful within the town center; ii. Is the minimum waiver from the town center regulations necessary to make possible the reasonable use of the land, building or structure; iii. Is in harmony with the general intent and purpose of the town center regulations; iv. Will not be injurious or incompatible to the town center and any surrounding Public Hearings 400 PAGE 3 OF 5 - April 23, 2018 neighborhood or property; and v. Will not create a public nuisance or be detrimental to the public health, safety, and welfare relative to public services including water, sewer, surface water management, police, fire, parks and recreation, streets and traffic patterns, public transportation, marina and water ways, bicycle and pedestrian facilities. The applicant requests that the Planning and Zoning Board consider the four following Special Exception requests: Special Exception Request #1: The applicant requests a Special Exception to locate the drive-thru service window on the side of the building rather than the rear. Sec. 20-324. - General provisions. 6. Drive-throughs. Drive-through service windows are only permitted in the rear in and alley accessed locations provided they do not substantially disrupt pedestrian activity or surrounding uses. Staff supports this Special Exception based on the inclusion of a decorative screen wall along the west side of the property, which effectively blocks the view of vehicles in the drive-thru lane from the surrounding streets and sidewalks. Special Exception Request #2: The applicant requests a Special Exception to reduce the off-street parking lot setback from S.R. 434 from a required minimum setback of 50 -feet to approximately 40 -feet. Sec. 20-324. - General provisions. 8c. Off-street surface parking lot placement. Off-street surface parking lots shall be set back a minimum of fifty (50) feet from the property line along the main street to accommodate liner buildings. Staff supports this Special Exception based on the relatively small size and location of the off-street parking lot, the small size of the property, plus the inclusion of a decorative knee wall and landscaping along the S.R. 434 frontage to provide adequate screening of the off- street parking lot. Special Exception Request #3: The applicant requests a Special Exception to reduce the 80% frontage buildout at the front setback required in the T5 transect to approximately 20%. Sec. 20-325. - Transect standards. T5 (Urban Center Zone) Lot Design Guidelines- 80% min. (at front setback) Staff supports this Special Exception based on the recognition that it would be highly impractical for a small stand-alone coffee shop building on a 0.7 -acre lot to achieve an 80% frontage buildout at the front setback, while still providing adequate parking, access, landscaping, and pedestrian facilities. To offset the frontage buildout reduction, the site includes a decorative knee wall, landscaping, and a new 12 -foot wide sidewalk along the Public Hearings 400 PAGE 4 OF 5 - April 23, 2018 S.R. 434 frontage. Special Exception Request #4: The applicant requests a Special Exception to increase the front setback from SR 434 from the maximum of 8 -feet to approximately 47 -feet. Sec. 20-325. - Transect standards. T5 (Urban Center Zone) Principle building setbacks (from property line) Front/principle plane- 0 ft. 8 ft. max (from front property line) Staff supports this Special Exception based on the inclusion of a number of enhancements in front of the building, including a patio dining area, a decorative knee wall with landscaping, and an access lane that functions as a frontage road for Starbucks and the adjacent commercial lot to the east. FISCAL IMPACT: Approval of the Aesthetic Review, Final Engineering Plans, and Special Exceptions allows the subject property to be developed into a Starbucks Coffee restaurant. Development of the subject property as a Starbucks is anticipated to provide an increase to the City's taxable value, as well as provide a catalyst for future commercial development in the surrounding area. COMMUNICATION EFFORTS: This Agenda Item has been electronically forwarded to the Mayor and City Commission, City Manager, City Attorney/Staff, and is available on the City's Website, LaserFiche, and the City's Server. Additionally, portions of this Agenda Item are typed verbatim on the respective Meeting Agenda which has also been electronically forwarded to the individuals noted above, and which is also available on the City's Website, LaserFiche, and the City's Server; has been sent to applicable City Staff, Media/Press Representatives who have requested Agendas/Agenda Item information, Homeowner's Associations/Representatives on file with the City, and all individuals who have requested such information. This information has also been posted outside City Hall, posted inside City Hall with additional copies available for the General Public, and posted at six (6) different locations around the City. Furthermore, this information is also available to any individual requestors. City Staff is always willing to discuss this Agenda Item or any Agenda Item with any interested individuals. RECOMMENDATION: Staff recommends that the City Commission approve the Aesthetic Review, Final Engineering Plans, and Special Exceptions for Starbucks. ATTACHMENTS: 1. Exhibit A - Aesthetic Review 2. Exhibit B - Final Engineering Plans Public Hearings 400 PAGE 5 OF 5 - April 23, 2018 EXHIBIT A AESTHETIC REVIEW SUBMITTAL For STARBUCKS SHELL BUILDING S.R. 434 & SEA HAWK WAY Winter Springs, Florida For JDBS Winter Springs, LLC INDEX OF DRAWINGS A0.0 COVER SHEET ASLO ARCHITECTURAL REFERENCE SITE PLAN AS 1 DIMENSION/REFERENCE FLOOR PLAN A6.1 BUILDING ELEVATIONS - BLACK&WHITE A6 1M BUILDING ELEVATIONS -COLOR A6 6M DUMPSTER ENCLOSURE ELEVATIONS - COLOR&COLOR SAMPLES STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 STARBUCKS SR 434 &Tuskawilla Road Winter Springs, Florida AESTHETIC REVIEW 2017.029 03-16-18 RMH RMH issue date drawn by approved by project number REVISION SCHEDULE A DATE DESCRIPTION COVER SHEET AO.0 sheet number BHM ARCHITECTURE, INC NIHIL ONLY. 478 E ALTAMONTE DR, SUITE 108 PMB 264 ALTAMONTE SPRINGS, FL 32701 4622 PHONE 407333.2005 LICENSE #AA0000233 ° A A W B H M U S AC �� 0 M HOLD TOP OF FOOTING DOWN AS REQUIRED AT LOCATIONS OF PAVER 3 ALUMINUM INSTALLATION - COORDINATE DIMENSION WITH SELECTED PAVER MFG RAILINGS1. 34'-7" SYSTEM 1'-9112" 1'-8114' 2'-3" EQ. EQ. EQ. EQ. EQ. 13'-10" EQ. EQ. OALL DIMENSIONS TO BE COORDINATED WITH FINAL CIVIL PLANS TO OE ELEVATION iiPATIO RAILING ELEVATION SIZE&SHAPE OF THE PATIO AREA SIZE&SHAPEQFTHEPATIQARERAILING a FN 314" SQUARE ALUMINUM PICKETS 314"X0.045" SQUARE ALUMINUM / Scale. 114"=1'6"114"=1'0" 8" CMU BOND BEAM WI PICKETS PATIO RAILING NOTES: e BIKE RACKS - CONFIRM FI DESIGN BASIS: AMERISTAR FENCE ECHELON CONCRETE PAVER RUNNING BOND- .. PLUS MAJESTIC PANEL, 314" RAIL. PATTERN - SEE GENERAL NOTE #8. _ LOCATION &TYPE WI CIVII FINISH: POWDER COATED MATTE BLACK. AT EACH POST — — --1 - THE GENERAL CONTRACTOR TO PROVIDE SHOP ONTO VERTICAL BAR -_ 2 DRAWINGS TO STARBUCKS CONSTRUCTION - MANAGER & ARCHITECT FOR FINAL APPROVAL T PRIOR TO FABRI CATION. YI' SEE N� MENU BOARD SEE NOTES 5 & 7. ORER POINT SEE NOTES v MIT O 1 D CLEARANCE BAS A6.6 SEE NOTES 5 & 7. II, 1112" X1"ALUMINUM RAIL 1 114" X 1 7116"'FORERUNNER' RAIL 21/2" SQUARE ALUMINUM POST WI a FN 314" SQUARE ALUMINUM PICKETS 314"X0.045" SQUARE ALUMINUM - 1112" X1"ALUMINUM RAIL 8" CMU BOND BEAM WI PICKETS 2 - #5 HORZ. WI FULL e BIKE RACKS - CONFIRM FI = CONCRETEPAVERS 1 - #5 VERT. WI FULL CONCRETE FOOTING 0 6'-0" MIN. LOCATION &TYPE WI CIVII Q AT EACH POST HOOK, 25" MIN LAP = ONTO VERTICAL BAR -_ 2 e• - BITUMINOUS MATERIAL A6.5 YI' I PROPOSED I CONCRETE SIDEWALK- SEE CIVIL DWGS. SHELL BUILDING = j I FOR STARBUCKS COFFEE N Q (SCREEN ALL UJ iSEE SHE A6.5 ° ER LOOP EE NOTE 7 FMI �1N0 S1. KNEE WAL t WI RAILIN( 6 APPRQX.618 Spon, -J SEL -GENERAL NOTE #8. 4 --------- 91 -- � S1. SR 434 ARCHITECTURAL REFERENCE PARTIAL SITE PLAN / Scale. 116"=1'-0" 0 NOTES: COORDINATE WI CIVIL FOR ALL DRIVE-THRU COMPONENTS & LOCATIONS KNEE WALL WI RAILING S1. 5 CIVLHrCI�CU I'CHILIIVI� I'LHIV Scale: 3116" = V-0" ALL RAILING DIMENSIONS TO BE COORDINATED WITH FINAL CIVIL PLANS TO SIZE & SHAPE OF THE PATIO AREA 1112" X1"ALUMINUM RAIL 1 114" X 1 7116"'FORERUNNER' RAIL 21/2" SQUARE ALUMINUM POST WI ALUMINUM POST_ A 314" SQUARE ALUMINUM PICKETS 314"X0.045" SQUARE ALUMINUM - 1112" X1"ALUMINUM RAIL 8" CMU BOND BEAM WI PICKETS 2 - #5 HORZ. WI FULL 1 114" X 1 7116"'FORERUNNER' RAIL = CONCRETEPAVERS 1 - #5 VERT. WI FULL CONCRETE FOOTING N 6'-0" MIN. REINFORCING @ 16" O.C. VERT. 1-#5 VERT. WI STD. AT EACH POST HOOK, 25" MIN LAP = ONTO VERTICAL BAR -_ COAT EACH POST WI - BITUMINOUS MATERIAL 5 CIVLHrCI�CU I'CHILIIVI� I'LHIV Scale: 3116" = V-0" ALL RAILING DIMENSIONS TO BE COORDINATED WITH FINAL CIVIL PLANS TO SIZE & SHAPE OF THE PATIO AREA #5 REBAR @ 24" O.C. �I II II ISI c KNEE WALL & RAILING SECTION V Scale: 314" = V-0" NOTE: SEE CIVIL PLANS FOR LOCATIONS, DIMENSIONS, ETC. FOR THE KNEE WALL & RAILING 2 112" SQUARE 1112" X1"ALUMINUM RAIL 2 112" SQUARE 4" ( ALUMINUM POST WI CAP - SLEEVE INTO CMU 314" SQUARE ALUMINUM PICKETS - 1112" X1"ALUMINUM RAIL 8" CMU BOND BEAM WI 2 - #5 HORZ. WI FULL GROUTED CELLS = STUCCO FINISH BOTH SIDES 1 - #5 VERT. WI FULL GROUTED CELLS @ 8" CMU WI HORZ. JOINT 6'-0" MIN. REINFORCING @ 16" O.C. VERT. 1-#5 VERT. WI STD. HOOK, 25" MIN LAP ONTO VERTICAL BAR -_ 3- #5 REBAR o CONTINUOUS #5 REBAR @ 24" O.C. �I II II ISI c KNEE WALL & RAILING SECTION V Scale: 314" = V-0" NOTE: SEE CIVIL PLANS FOR LOCATIONS, DIMENSIONS, ETC. FOR THE KNEE WALL & RAILING 2 112" SQUARE 6'-0" MAX ALUMINUM POST 4" ( WI CAP 314" SQUARE ALUMINUM PICKETS —STUCCO FINISH KNEE WALL TYP. ELEVATION D Scale: 114" = V-0" GENERAL NOTES: 1. THE INFORMATION SHOWN ON THIS SITE PLAN IS FOR REFERENCE ONLY. SEE CIVIL ENGINEERING AND LANDSCAPE DRAWINGS FOR DETAILED SITE INFORMATION, SUBMITTED UNDER SEPARATE COVER. 2. COORDINATE WITH CIVIL AND ELECTRICAL DRAWINGS FOR SITE LIGHTING. 3. COORDINATE WITH CIVIL ENGINEERING FOR ALL GRADING ELEVATIONS. 4. GENERAL CONTRACTOR AND CIVIL ENGINEER TO ENSURE POSITIVE DRAINAGE AWAY FROM THE BUILDING, WHILE MAINTAINING FLORIDA ACCESSIBILITY REQUIREMENTS AT REQUIRED DOORS. 5. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL CONCRETE FOOTINGS AND ANCHOR BOLTS PER THE TENANT'S CONSTRUCTION DOCUMENTS FOR THE FOLLOWING ITEMS: THIS LIST MAY NOT BE ALL INCLUSIVE AND MUST BE COORDINATED WITH STARBUCKS FINAL DOCUMENTS. A. PREVIEW MENU BOARD. B. ORDER MENU BOARD. C. SPEAKER POST/ORDER CONFIRMATION SYSTEM (OCS) (IF REQUIRED) D. DIRECTIONAL SIGNAGE E. DT ENTRY BEACON SIGN. F. HEIGHT RESTRICTION BAR & POST. G. ORDER MENU BOARD SHROUDICANOPY- PORTAL ENCLOSURE. 6. THE GENERAL CONTRACTOR SHALL FURNISH & INSTALL 6" DIA. GALV. STEEL PIPE BOLLARDS WI CONCRETE FILL & FOOTING, PAINTED MATTE BLACK, LOCATED PER THE CIVIL DRAWINGS. 7. SEE LANDLORD'S WORKLETTER & ELECTRICAL DWGS FOR SITE CONDUIT LOCATIONS. 8. PATIO CONCRETE PAVER DESIGN BASIS: U.S. PAVERSCAPE:'GRAND CASTLESCAPE' RUNNING BOND PATTERN WI LITHOCHROME CLEAR SEALER. COLOR: MOCHA BLEND - CONFIRM FINAL COLOR WITH STARBUCKS. 9. COORDINATE WITH CIVIL DRAWINGS FOR DIRECTIONAL SIGNS, DIRECTIONAL PAVEMENT MARKINGS, COLORED CONCRETE DRIVE AREAS, ETC. • STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 STARBUCKS SR 434 &Tuskawilla Road Winter Springs, Florida AESTHETIC REVIEW 2017.029 03-16-18 RMH RMH issue date drawn by approved by project number REVISION SCHEDULE p DATE DESCRIPTION ARCHITECTURAL REFERENCES 1 . 0 PARTIAL SITE PLAN sheet number BHM ARCHITECTURE, INC MAIL ONLY. 478 E ALTAMONTE DR, SUITE 108 PMB 264 ALTAMONTE SPRINGS, FL 32701 4622 PHONE 407333.2005 LICENSE #AA0000233 auuM ° NICHIHA VINTAGEWOOD COMPOSITE SIDING - CEDAR ALUMINUM, COPING 114'-1" PARAPET ALUMINUM REVEAL SAND FINISH STUGGO PRECAST CONC. SILL CULTURED STONE VENEER SOUTH ELEVATION 1 / Scale: 3116,=T -F SAND FINISH STUCCO 125' 7" PARAPET ZET i sr� i� i� F15ER-GEMENT FASCIA BOARDS 122' 3" PARAPET 'FALSE' ALUMINUM WINDOW FIBER -GEMENT TRIM 5OARD DRAGKETMOUNTED SUSPENDED CANOPY BRICK VENEER ALUMINUM PATIO RAILING ALUMINUM STOREFRONT SYSTEM PREFABRICATED - ALUMINUM ACCESS LADDER PRECAST — CONC. SILL NORTH ELEVATION 1 2 / Scale: 3116,=T -F CULTURED STONE VENEER ALUMINUM COPING ALUMINUM NICHIHA FI5ER-CEMENT REVEAL VENEER FASCIA BOARDS V INTAGEWOOD CEMENT WALL SIDING SYSTEM 5AND FINISH STUCCO ALUM I NUI'1 COMPOS 1 TE F 1 BE R -GEMENT BRICKVENEER COPING BR -1 51DING - CEDAR FASCIA BOARDS 126-7" PRECAST B,RIGK - PARAPET ELDORADO STACKED STONE: CASTAWAY VENEER SAND FINISH F-15ER-CEMENT CULTURED �`--� - STUCCO -- - TRIM BOARDS - VENEER JAMES HARDIE: KHAKI BROWN HOLLOW METAL DOORS & FRAMES 1223" PAINT EX -P1 (SP -4) SHERWIN WILLIAMS: SW7031 "MEGA GREIGE" PARAPET' BRICK VENEER s r _ r r ( r r -. - SAND FINISH STUCCO.: METAL SCUPPERS SHERWIN WILLIAMS: SW7031 "MEGA GREIGE" L FIBER-GEMENT BRACKET MOUNTED FRAMES. BLACK ANODIZED -TO MATCH RAL#7021 MATTE I MT0028 "FLAT BLACK" TRIM BOARD SUSPENDED _ CANOPY - 110,-0,, TOP -STOREFRONT PRECAST GONG, SILL PREC.QST ALUMINUM GONG- SILL NATIO RAILING CULTURED STONE VENEE 102' 6" - BOTT SILL Jill 100' 0100 01, 11, FIN FLR Y ALUMINUM STOREFRONT 5RACKET MOUNTED NICHIHA vINTAGEWOOD SYSTEM SUSPENDED COMPOSITE 51DING - CEDAR CANOPY EAST ELEVATION 1 i2 / Scale: 3116, T -T, ALUMINUM COPING WEST ELEVATION Scale: 3116, = T -T, NICHIHA VINTAGE WOOD COMPOSITE SIDING - CEDAR STONE 4 5RICK VENEER SCREENWALL T "FALSE "ALUMINUM STOREFRONT SYSTEM M _. BRACKET MOUNTED SUSPENDED CANOPY 5RIGK VENEER PRECAST CONC, SILL ALUMINUM PATIO RAILING FIBER -GEMENT FASCIA BOARDS _ 122' 0" TOP CMU EXTERIOR FINISH LEGEND ALUMINUM BRICK FI5ER-CEMENT REVEAL VENEER FASCIA BOARDS CEMENT WALL SIDING SYSTEM 5AND FINISH STUCCO — FI5ER-GEMENT BRICKVENEER TRIM BOARD BR -1 CHEROKEE BRICK: VELOUR MED. GRAY PRECAST LiiL SC -1 GONG, elZ� ELDORADO STACKED STONE: CASTAWAY FIBER CEMENT FASCIAS PAINT: EX -P4 (WA -8) CULTURED �`--� - STONE ®FIBER - VENEER JAMES HARDIE: KHAKI BROWN WEST ELEVATION Scale: 3116, = T -T, NICHIHA VINTAGE WOOD COMPOSITE SIDING - CEDAR STONE 4 5RICK VENEER SCREENWALL T "FALSE "ALUMINUM STOREFRONT SYSTEM M _. BRACKET MOUNTED SUSPENDED CANOPY 5RIGK VENEER PRECAST CONC, SILL ALUMINUM PATIO RAILING FIBER -GEMENT FASCIA BOARDS _ 122' 0" TOP CMU EXTERIOR FINISH LEGEND STUCCO - PAINT EX -PI (SP - (SP -4)) SHERWIN WILLIAMS: SW7031 "MEGA GREIGE" CEMENT WALL SIDING SYSTEM ®FIBER PAINT: EX- P2 (WA -11) NICHIHAVINTAGEWOOD: CEDAR BRICKVENEER BR -1 CHEROKEE BRICK: VELOUR MED. GRAY STONE VENEER ®CULTURED SC -1 ELDORADO STACKED STONE: CASTAWAY FIBER CEMENT FASCIAS PAINT: EX -P4 (WA -8) JAMES HARDIE: TIMBER BARK CEMENT TRIM BOARD ®FIBER PAINT: EX -P5 JAMES HARDIE: KHAKI BROWN HOLLOW METAL DOORS & FRAMES PAINT EX -P1 (SP -4) SHERWIN WILLIAMS: SW7031 "MEGA GREIGE" METAL CANOPIES, COPINGS & ALUMINUM REVEAL TO MATCH RAL#7021 MATTE I MT0028"FLAT BLACK" PREFINISHED I POWDERCOAT METAL SCUPPERS SHERWIN WILLIAMS: SW7031 "MEGA GREIGE" STOREFRONT ENTRANCES AND WINDOW FRAMES. BLACK ANODIZED -TO MATCH RAL#7021 MATTE I MT0028 "FLAT BLACK" GLAZING -CLEAR INSULATED LOW 'E". NOTE SIGNAGE SHOWN IS SCHEMATICY ONLY- FINAL SIGN LOCATIONS 8 PERMIT BY STARBUGKS, SAND FINISH STUCCO RREGAST GONG, SILL CULTURED STONE VENEER � 0 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206)318-1575 STARBUCKS SR 434 & Tuskawilla Road Winter Springs, Florida AESTHETIC REVIEW 2017.029 03-16-18 RMHICAP RMH issue date drawn by approved by project number REVISION SCHEDULE p DATE DESCRIPTION EXTERIOR ELEVATIONS - A6.1 MCOLOR sheet number 6- e-bla BHM ARCHITECTURE, INC. MNL ONLY. 478 E ALTAMONTE DR., SUITE 108 PMB 264 ALTAMONTE SPRINGS, FL 32701-4622 PHONE. 407.333.2005 LICENSE # AAC000233 ALUMINUM .e7'I nI = SIGNAGE SHOWN IS SCHEMATIC ONLY - FINAL LOCATION & PERMIT BY OTHERS ALUMINUM M I I F11 D //r //r /i 1 OB //r /11 /11 ODII L -SII /11 'FALSEWINDOW 125'T__/ ALUMINUM 2 PARAPET A6.4 07460.C4 PS SMOOTH � SOUTH ELEVATION ti 08411A2 � y 08411Al \ I / Scale. 3116'=1'0" SIGNAGE SHOWN IS SCHEMATIC ONLY - FINAL LOCATION & PERMIT BY OTHERS 09220 03110.A1 i2 NORTH ELEVATION \ /Scale. 3116'=1'V' EAST ELEVATION \ / Scale. 3116"=1'0" ALUMINUM SMOOTH m ' 111--1--111 05515 Al 05515 A7 111111�11�1= �� / �� /01/`1 [ / �� / �� �� 09220.61 IP1� 04210.A5 B1 SAND FINISH A WEST ELEVATION \ / Scale. 3116"=1'0" SIGNAGE SHOWN IS SCHEMATIC ONLY FINAL LOCATION & PERMIT BY OTHERS 1 F/ D N E� �il,7�i® I I m "FALSEWINDOW" 122'-T TOP CMU I I � EXTERIOR FINISH LEGEND CONCRETE WORK STUCCO - PRECAST CONCRETE SILL PAINT EX -P1 (SP - (SP -4)) CLAY UNIT MASONRY SHERWIN WILLIAMS: SW7031 "MEGA GREIGE" BRICKVENEER FIBER CEMENT WALL SIDING SYSTEM BIR CK SOLDI ER COURSE PAINT: EX- P2 (WA -11) CULTURED STONE VENEER NICHIHAVINTAGEWOOD: CEDAR CULTURED STONE VENEER BRICK VENEER PRE-MAUNFACTURED ALUMINUM ACCESS LADDER BR -1 PRE -MANUFACTURED ALUM NUM LADDER ASSEMBLY CHEROKEE BRICK: VELOUR MED. GRAY ALUMINUM PANEL SECURITY DOOR CULTURED STONE VENEER SIDING SC -1 FBER-CEMENT WALL SIDING SYSTEM ELDORADO STACKED STONE: CASTAWAY FIBER-CEMENTTRIM BOARD - SMOOTH FIBER CEMENT FASCIAS FIBER -CEMENT FASCIA BOARD - SMOOTH PAINT: EX -P4 (WA -8) SHEET METAL FLASHING AND TRIM JAMES HARDIE: TIMBER BARK METAL COPING FIBER CEMENT TRIM BOARD OVERFLOW SCUPPER PAINT: EX -PS HOLLOW METAL DOORS AND FRAMES JAMES HARDIE: KHAKI BROWN HOLLOW METAL DOOR & FRAME ASSEMBLY HOLLOW METAL DOORS & FRAMES ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS PAINT EX -P1 (SP -4) ALUMINUM -FRAMED STOREFRONT SHERWIN WILLIAMS: SW7031 "MEGA GREIGE" ALUMINUMIGLASS ENTRANCE DOOR METAL CANOPIES, COPINGS &ALUMINUM REVEAL ALUMINUM STOREFRONT -NARROW PROFILE TO MATCH RAL#7021 MATTE I MT0028 "FLAT BLACK' PORTLAND CEMENT PLASTERING PREFINISHED I POWDERCOAT 2 -COAT STUCCO DIRECT MASONRY BOND METAL 3 -COAT STUCCO ON METAL LATH SHERWIN WILLIAMS SHERWIN WILLIA: SW7031 "MEGA GREIGE" ALUMINUM REVEAL TRIM STOREFRONT ENTRANCES AND WINDOW METAL ENTRY CANOPIES FRAMES. BLACK ANODIZED -TO MATCH PRE -FABRICATED METAL ENTRY COVER SYSTEM RAL#7021 MATTE I MT0028 "FLAT BLACK" METAL SUPPORT BRACKET GLAZING -CLEAR INSULATED LOW 'E". SELECTIVE KEYNOTES O 03001 CONCRETE WORK 03001.Y8 PRECAST CONCRETE SILL 04210 CLAY UNIT MASONRY 04210.A5 BRICKVENEER 04210.R4 BIR CK SOLDI ER COURSE 04730 CULTURED STONE VENEER 04730 At CULTURED STONE VENEER 05515 PRE-MAUNFACTURED ALUMINUM ACCESS LADDER 05515.A1 PRE -MANUFACTURED ALUM NUM LADDER ASSEMBLY 05500.A7 ALUMINUM PANEL SECURITY DOOR 07460 SIDING 07460 At FBER-CEMENT WALL SIDING SYSTEM 07460.C4 FIBER-CEMENTTRIM BOARD - SMOOTH 07460.D4 FIBER -CEMENT FASCIA BOARD - SMOOTH 07620 SHEET METAL FLASHING AND TRIM 07620.A9 METAL COPING 07620.P4 OVERFLOW SCUPPER 08110 HOLLOW METAL DOORS AND FRAMES 08110.A1 HOLLOW METAL DOOR & FRAME ASSEMBLY 08411 ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS 08411.A1 ALUMINUM -FRAMED STOREFRONT 08411.A2 ALUMINUMIGLASS ENTRANCE DOOR 08411.A5 ALUMINUM STOREFRONT -NARROW PROFILE 09220 PORTLAND CEMENT PLASTERING 09220.131 2 -COAT STUCCO DIRECT MASONRY BOND 09220.132 3 -COAT STUCCO ON METAL LATH 0922O.F8 ALUMINUM REVEAL TRIM 10532 METAL ENTRY CANOPIES 10532.A2 PRE -FABRICATED METAL ENTRY COVER SYSTEM 10532.136 METAL SUPPORT BRACKET STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 STARBUCKS SR 434 &Tuskawilla Road Winter Springs, Florida AESTHETIC REVIEW 2017.029 03-16-18 RMH RMH issue date drawn by approved by project number REVISION SCHEDULE p DATE DESCRIPTION EXTERIOR ELEVATIONS A6.1 sheet number 111 TI THE 'FET, EHANA FHM ARCHITECTURE, INC NIHIL ONLY. 478 E ALTAMONTE DR, SUITE 108 PMB 264 ALTAMONTE SPRINGS, FL 32701 4622 PHONE 407333.2005 LICENSE #AA0000233 auuuiv�.ir ° 8"MASONRY WALLS W/ STONE 4 STUCCO FINISH 26'-0" 13'4- T-13" 3'-0" 3'-0" T-8" L L O O o 1 Jvv 12'-0" OTT - STEEL FRAME RING€D C:ATES W/ METAL PANELS - PAINT TO MATCH BUILDINr, IM 48" TALL, 6" DIA. r,ALV. CONCRETE FILL€O BOLLAR1-,5 - PAINT D.O.T. TRAFFIC YELLOW 0" THICK CONCRETE SLAB T-0" . T-0" T-0" T-8" 2B A6.5 8"MASONRY WALLS W/ STONE s STUCCO FINISH THICK CONCRETE SLAB 6" X 6" STEEL— NOTE REFER TO CIVIL TUBE FOST FLANS FOR EXACT LOCATION 4 STEEL FRAME HINCxED CONFICaURATION OF 2p, ATES W/ METAL ENCLOSURES A6.5 \_ P4N€L5 - PAINT TO MATCH BUILDING ❑� DUMPSTER ENCLOSURE PLAN Scale: 14=14` 31 Mega Gre@ge T, STUCCO- SAND FINISH PAINT EX-Fl1 CSP -4J SI-IERWIN WILLIAMS SW7031 "MEGA GREIGE" FIBER GEMENT FASCIAS PAINT EX -P4 CW4-3J JAMES HARDIE TIMBER BARK FIBER CEMENT WALL SIDING SYSTEM PAINT EX—P2 CWA-11) NICHII-IA VINTAGEtl CEDAR FIBER GEMENT TRIM BOARD PAINT EX -P5 JAMES HARDIE KHAKI BROWN PI STEEL GATE 4 SUPPORTS 6" X 6" STEEL PI TUBE POST CANE BOLT RECEPTORS, GATE AND SID£ FOR HOLD OP£ GULTURED STONE VENEER BRICK VENEER BR -I CHEROKEE BRICK vELOUR MED. GRAY METAL CANOPIES, COPINGS, RAILINGS 4 ALUMINUM REVEAL TO MATCH RAL"7021 MATTE / NT0028, "FLAT BLACK" PREFINISIHED / FOWDERCOAT SAND FINISH 6" X 6" STE P4 STUGGO TRIM PI TUBE POST BAND =LEVY DUTY AGES MIN, PER LEAF PRECAST CONCRETE SILL 7 CULTURED STONE_ VENEER SAND F'*".0 Pq STUCC( BAND v FR€CAST CONCRETE SILL CULTURED STONE VENEER 0" X 6" STEEL P1 Pq "54ND FINISH TUBE POST STUCCO CC> LUE-'75T (SIDE) Y (5) EA5T (50E) (D) N0fRfiI4 C,ZEAF-R> ❑� DUMPSTER ENCLOSURE ELEVATIONS V Scale: 1/4"=1'-0" CULTURED STONE VENEER SC -1 ELDORADO STACKED STONE CASTAWAY PRECAST CONCRETE SILL EXTERIOR FINISH LEGEND PI TUBE POST (4) _'750uTl­4 (FfRONT) p SAND FINISH P4 STUCCO TRIM BAND PI 54NO FIN151-1 STUCCO ❑TUBEP STEEL P1 OST CEMENT WALL SIDING SYSTEM _ PAINT: EX- P2 (WA -11) NICHIHAVINTAGEWOOD: CEDAR PREGA5T BRICKVENEER BR -1 CONCRETE SILL CHEROKEE BRICK: VELOUR MED. GRAY STONE VENEER GULTURED STONE VENEER BRICK VENEER BR -I CHEROKEE BRICK vELOUR MED. GRAY METAL CANOPIES, COPINGS, RAILINGS 4 ALUMINUM REVEAL TO MATCH RAL"7021 MATTE / NT0028, "FLAT BLACK" PREFINISIHED / FOWDERCOAT SAND FINISH 6" X 6" STE P4 STUGGO TRIM PI TUBE POST BAND =LEVY DUTY AGES MIN, PER LEAF PRECAST CONCRETE SILL 7 CULTURED STONE_ VENEER SAND F'*".0 Pq STUCC( BAND v FR€CAST CONCRETE SILL CULTURED STONE VENEER 0" X 6" STEEL P1 Pq "54ND FINISH TUBE POST STUCCO CC> LUE-'75T (SIDE) Y (5) EA5T (50E) (D) N0fRfiI4 C,ZEAF-R> ❑� DUMPSTER ENCLOSURE ELEVATIONS V Scale: 1/4"=1'-0" CULTURED STONE VENEER SC -1 ELDORADO STACKED STONE CASTAWAY PRECAST CONCRETE SILL EXTERIOR FINISH LEGEND 2017.029 project number ND FINISH STUCCO -(SP p PAINT EX -PI - (SP -4)) SHERWIN WILLIAMS: SW7031 "MEGA GREIGE" CEMENT WALL SIDING SYSTEM ®FIBER PAINT: EX- P2 (WA -11) NICHIHAVINTAGEWOOD: CEDAR BRICKVENEER BR -1 CHEROKEE BRICK: VELOUR MED. GRAY STONE VENEER ®CULTURED SC -1 ELDORADO STACKED STONE: CASTAWAY FIBER CEMENT FASCIAS PAINT: EX -P4 (WA -8) JAMES HARDIE: TIMBER BARK DUMPSTER ENLCOSURE ELEVATIONS FIBER CEMENT TRIM BOARD PAINT: EX -P5 JAMES HARDIE: KHAKI BROWN HOLLOW METAL DOORS & FRAMES PAINT EX -P1 (SP -4) SHERWIN WILLIAMS: SW7031 "MEGA GREIGE" METAL CANOPIES, COPINGS & ALUMINUM REVEAL TO MATCH RAL#7021 MATTE I MT0028"FLAT BLACK" PREFINISHED I POWDERCOAT METAL SCUPPERS SHERWIN WILLIAMS: SW7031 "MEGA GREIGE" STOREFRONT ENTRANCES AND WINDOW FRAMES. BLACK ANODIZED -TO MATCH RAL#7021 MATTE I MT0028 "FLAT BLACK" GLAZING -CLEAR INSULATED LOW "E". � 0 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206)318-1575 STARBUCKS SR 434 & Tuskawilla Road Winter Springs, Florida AESTHETIC REVIEW 03-16-18 RMH RMH issue date drawn by approved by 2017.029 project number REVISION SCHEDULE p DATE DESCRIPTION DUMPSTER ENLCOSURE ELEVATIONS A6m6M sheet number ���T�FTH�A�'HT-�K��lL�I.TH���ILA��AN "PE'FICTIONICOKITY 11H THE APPLIABLE KIN N UK BUIRINI COI El ANI THE APPLICABLE FIRE 6- e-bla BHM ARCHITECTURE, INC. MNL ONLY. 478 E ALTAMONTE DR., SUITE 108 Pre 264 ALTAMONTE SPRINGS, FL 32701-4622 PHONE. 407.333.2005 LICENSE # AAC000233 na rog:n 06100 F8 518" 05001 H1 3-5i8' 16 GA. @ 16" OC. 04210 H4 11 09111 A3 6'20GA.@16"OC 07920A1 (D BRICK PIER CORNER DETAIL (Scale. P=1' -0V=1'-0" 16'-0" STONE VENEER WI PRECAST SILL ON METAL STUD FRAMING WI BRICK VENEER ABOVE STONE VENEER WI PRECAST SILL ON METAL STUD FRAMING WI BRICK VENEER ABOVE 10532 A2 ABOVE STEEL TUBE COLUMN WI METAL STUD FRAMING & CMU SURROUND AND STONE VENEER & BRICK VENEER FINISH DRIVE-THRU CANOPY ABOVE. 24'-0" 2' 4" 13' 4" NICHIHA VINTAGE WOOD CLADDING ON FURRING ON 8" CMU 4' 8" 11'4" FALSE kLUMINUIV STORE RONT SYSTEM r o 6' 20 GA. @ 16" OC 05001 H1 3-5/8" 16 GA. 216" OC. 5/81, 5/81, 04210.A5 � " 8" 04210.H4 2'-0" 09220. C6 04220 DB 07920 Al BRICK PIER DETAIL°4226 E1 4 Scale 1"=1'0" 4"BELOW SEE SHEET A6.5 FOR SCREENWALL 1 PLANS, DETAILS & SECTIONS 2 JM1 A6.5 40' ENLAR( -4" 2 Scale 1R"=1'-0" - - - - - - - - - - - - - - - - - - - - - - - 1 1 3 STONE VENEER & BRICK 6.2 VENEER WI PRECAST SILL & CAP -0" 12'-0" 3'-0' r4 ON 8" CMU SCREENWALL A6.1 79' 4" 12'0" 43'-4!' 4'-0" 8' 0" 20' 9" 2'-0" 11'-0" r UCCO FINISH NUM T�YSTE 4'-10" f 9 SELECTIVE KEYNOTES D 0500,83 B � �z - �� 2X6 SEE STRICT A8. 08411.A3 A8. 03001 CONCRETE WORK GLASS -MAT EXTERIOR GYP BD AT 03001.C1 CONCRETE SLAB PRECAST SILL ON METAL 03001.Y8 PRECAST CONCRETE SILL G04210 STUD FRAMING WI BRICK CLAY UNIT MASONRY 05001.63 04210.A1 BRICK VENEER 6 X 6 SEE STRUCT 04210.H4 SCR EW ATTACH ED MASONRY VENEER ANCHORS 20 GA. STUDS @ 16" O.C. WI R-19 SERVICE 04220 CONCRETE UNIT MASONRY E 04220.A4 REINFORCED MASONRY WALL BATT INSULATION I 04220.D1 CMU BLOCK 03001.C1 04220.P5 CONCRETE FILLED CELLS WITH REINFORCING PERIMETER 09111.A3 08411.A3 04730 MANUFACTURED STONE MASONRY 6"20 GA.@16'OC 04730.Al CULTURED STONE VENEER 07210.61 05001 STRUCTURAL STEEL WORK 05001.83 STEEL TUBE COLUMN 09250.A1 05001.H1 COLD -FORMED STEEL STUD FRAMING 5/81, 05515 PREMANUFACTURED ALUMINUM LADDER - 05515.A1 PREMANUFACTURED ALUM NUM LADDER ASSEMBLY 06100 ROUGH CARPENTRY TENANT DRAWINGS 06100.F8 P.T. FIRE RETARDANT PLYWOOD SHEATHING =THRU PLAN 07192 WATER REPELLENTS N 07192.A2 WATER REPELLENT BARRIER MEMBRANE - 77 100'-0" MECHANICALLY FASTENED. 07210 THERMAL INSULATION 07210.B1 BATT INSULATION VERTICAL ELEVATION NOTE 07460 SIDING 07460 At FIBER -CEMENT WALL SIDING SYSTEM 1. THE VERTICAL ELEVATIONS ARE BASED UPON THE FINISH 08411 ALUMINUM FRAMED ENTRANCES FLOOR ELEVATION AT AN ASSUMED 100'1 THE ACTUAL AND STOREFRONTS FINISH FLOOR ELEVATION IS 41.65' AS NOTED ON THE CIVIL 08411.A1 ALUMINUM -FRAMED STOREFRONT SYSTEM ENGINEERING DRAWINGS. FOR REFERENCE PURPOSES: 08411.A3 ALUMINUM -FRAMED WINDOW 100'1 = 41.65' 20' 7" 4'1 11'4" 4'-8" - STONE ENEER WI FALSE At UMINUM PRECAS SILL ON METAL STOREFRONT SYSTEM STUD FF AN41NIG WI BRICK VENEER ABOVE ro 8" THK. CONCRETE PEDESTAL @ STOREFRONT -TYP. ALUMINUM STOREiO SYSTEM J TI T4. � OB q A2.1 tz 4 15/8" 20 GA. STUDS @ 16" O.C. WI 518" � �z - �� f STONE VENEER WI GLASS -MAT EXTERIOR GYP BD AT PRECAST SILL ON METAL EXTERIOR FACE - INFILL WALL STUD FRAMING WI BRICK 518" GYP. BD. (LEVEL 4 FINISH) ON 6" VENEER ABOVE BEHIND FALSE WINDOWS A6.3 20 GA. STUDS @ 16" O.C. WI R-19 SERVICE 34'-0" BATT INSULATION I SINGLE TENANT FINAL LOCATION OF RECESSED ALUMINUM STOREFRONT RESTAURANT STARBUCKS) ELECTRICAL PANEL MUST BE \ OC SYSTEM 100 TERMITE TREATED COMPACTED FILL -J COORDINATED WITH STARBUCKS 1 2,380 IF ATALL SLAB AND FOUNDATION TENANT DRAWINGS A6.3 100'-0" AREAS FIN FLR SECONDARY ENTRY NO PERIMETER STRIP SLAB UNDER PERIMETER INTERIOR METAL FRAME WALLS )OB 5 8" THK. CONCRETE PEDESTAL @ STOREFRONT -TYP. ALUMINUM STOREiO SYSTEM J TI T4. � OB q A2.1 tz 4 J 2' 2' 8" � �z - STONE VENEER WI PRECAST SILL ON METAL STUD FRAMING WI BRICK 4 VENEER ABOVE A6.3 34'-0" 8" THK. CONCRETE PEDESTAL @ STOREFRONT-TYP. 6 7' 4" MAIN ENTRY 518" GYP. BD. (LEVEL 4 FINISH) ON 6" 20 GA. STUDS @ 16" O.C. WI R-19 BATT INSULATI ON 10532 A2 ABOVE 8" THK. CONCRETE PEDESTAL @ STOREFRONT-TYP. \ NICHIHA VINTAGE WOOD CLADDING ON FURRING ON 8" CMU 1O._8" 7-4- 25' ' 4"25' 4" 20'-0" 79'-4!' 2 3 3 FLOOR PLAN A6 A6.3 A6 A6.1 1 Scale 114'=1'-0" KNOX BOX PER CODE 2 _ A6.1 J - 05515 Al ON 08582 PASS & OBSERVATION WINDOWS 08582.A1 SLIDING SERVICE WINDOW UNIT 08582. A2 STAINLESS STEEL SERVICE SHELF 08582.A3 STAINLESS STEEL INTERIOR SILL COVER 09111 NON-STRUCTURAL METAL FRAMING 09111.A3 NON -LOAD-BEARING METAL WALL FRAMING 09220 PORTLAND CEMENT PLASTERING 09220.B1 2- COAT STUCCO DIRECT MASONRY BOND 09220.D5 CASING BEAD 09250 GYPSUM BOARD 09250.Al GYPSUM WALLBOARD 09250.C2 GLASS -MAT GYPSUM SHEATHING BOARD 10532 METAL ENTRY CANOPIES 10532.A2 PRE -FABRICATED METAL ENTRY COVER SYSTEM STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 STARBUCKS SR 434 &Tuskawilla Road Winter Springs, Florida AESTHETIC REVIEW 2017.029 03-16-18 RMH RMH issue date drawn by approved by project number REVISION SCHEDULE p DATE DESCRIPTION DIME NSIONIREFERENCE A2.1 FLOOR PLAN sheet number BHM ARCHITECTURE, INC MAIL ONLY. 478 E ALTAMONTE DR, SUITE 108 PMB 264 ALTAMONTE SPRINGS, FL 32701 4622 PHONE 407333.2005 LICENSE #AA0000233 auuuiv�.ir ° SITE UTILITY NOTES: 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2 11 11ILL OTIFY THE PROPER UTILITIES AUTHORITIES IS HOURS PRIOR TO ANY , UTILITIES CONSTRUCTION. 3. SANITARY SEWER PIPE SHALL BE11 FOLLOWS. 8" W GSDR35 PER ASTM D 3034. FOR PIPES LESS THAN 10' DEEP 8' PJC SDR25 PER ISTM1 11- .. FOR PIPES MORE THAN 10' DEEP R ASTM D30Y1 DUCTILE IRON PIPE PER AN'VJA AIDE 4..VFRUN ES SHALL BE IS FDLLD':'.'&UNLESS OTHER':VIBE DEPICTED ON PLANS: 6"ANDLARGER, PVG APPERASTMD1241 LASS 200 UNDER PUBLIC IRPRIDE. OTHERAISE II -All 150 DUCTILE ON PIPE PER AVISDA AIDS SIAALLER THAN 8" EITHER COPPER TUBE T'EPE "L" (SOFT) PER ANSI 816.22 OR PVC, 209 P.S.I. PER ASTII CIR eml Oe241. 5. MIINIIIUII TRENCH N'IDTH SHALL BE 2 FEET. 1. CONTRACTOR MAINTAIN A uIINIMUM OF 31 COVER ON ALL G ITERLINES.AND SANITARY ME T. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BY CITY IF':IINTER SPRINGS PUBLIC'NORKS BEFORE BACKFILLING. PROPOE�.ISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUS-ITH SE PAVEMENT ELEVATIONS. AND TO BE SIX INCHES ABOVE UNPAVED GROUND ELEVATIONS WITH -ER TIGHT LIDS. R. EXISTING UTILITIES HAVE BEEN FIELD VERIFIED, HOWEVER, EXISTING UTILITIES SHALL BE RE -VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. THE EXISTING SANITARY' R SIZE. LOCATION, AND ELEVATION SHALL BE VERIFIED PRIDR TO CONSTRUCTION AND DEPICTED ON THESE PLANS. HG REFER TO INTERIOR PLUMBING DOWINGS FOR TIE4N OF ALL UTILITIES. 11. ALL NECESSARY INSPECTIONS AN DIOR CERTIFICATIONS REQUIRED BY CODE$ IND OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESBIDN AND THE FINAL CONNECTION OF SERVICES. . CONTRACTOR SHALL COORDINATE WITH ILL NUUTS COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. ALL WATER JOINTS A.RE TO BE MECHANICAL RESTRAINED JOINTS. 14. IN THE EVENT OF F VERTICAL CONFLICT BET'WEEN'WATER LINES, SANITARYLINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED). THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL 1011T$AT LEAST 10 FEET ON BOTH SIDEG OF CROSSING, THE WATER LISP SHALL HAVE MECHANICAL RESTRAINED JOINTS AS REDUIRED TO PROVIDE r. "IINIIFUIF OF 1B" CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 G -A c-1s1)IMIAss sal. 15. ALL SANITARY LATERALS (LESS THAN B" DIAMETER) SHALL BE SLOPED AT A MINIMUM OF TIA. E ACTOR CONTRSHALL TURN OFF THE CORPORATION STOPS✓T THE METERS FOR ILL WATER SERVICEETHAT AHE TO BE REMOVED 17. N'HEN 'NY ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING LAND CLEARING AND OR GRADING OF THE SITE THE ROOTS MUST BE CUT OFF EVENLY'MTH CLEAN SHARP PRUNING TOOLS. CONTRACTOR SHALL MINIMIZE DAMAGE TO TREE ROOT SYSTEM. 18. A MINIMUM OF s FT SEPARATION SHALL BE PROVIDED BET'NEEN THE UNDERGROUND UTILITIES AND ANY PROPOSED LARGE CANOPY TREES. HIRE 14TE DEDICATED UNDERGROUND FIRE IAAINS AND FIRE HYDRANTS MUST BE INSTAL LED F LICENSED FIRE CONTRACTOR CLASS I. II. III. W. COMBINATION FIRE MAINS (SHARED DOMESTIC AND FIRE PROTECTION SERVICE) AND FIRE HYDRANTS UP TO THE DEDICATED FIRE PROTECTION SYSTEM "POINT OFSERVICE" CAN BE INSTALLED BY A LICENSED UNDERGROUND UTILIn'(EXCA11"11 CONTRACTOR, GENERAL CONTRACTOR, OR PLUMBING CONTRACTOR. DD FIRE IVAINS MILK BE DESIGNED AND INSTALLED IN ACCORDANCE'MTH NET, 2001EDITION.BTANDA.RD$FOR THE INSTALLATION OF PRIVATE FIRE SERJICE UOIN$ AND THEIR APPURTENANCES. 21. IN PAVED AREA. S. ALL CLEANOUT COS ERS SHALL BE TRAFFIC RATED. CITC DI AAI AIATCC. 1. ALL WORK AND MATERIALS SHALL COIAPLY'WITH ALL CITY OF WINTER SPRINGS REGULATIONS FIND CODES IND O.S.HA.. STANDARDS. 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES. SLOPE PAVING, SIDEWALKS, EXIT PORCHES, ETC., PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL SEED. MULCH AND MATER UNTIL F HEALTHY STAND OF GRASS IS ESTABLISHED. SEE 02900 SPECIFICATION. 4. ALL ISLANDS WITH CURB & GUTTER SHALL BE LANDSCAPED, UNLESS OTHERWISE NOTED. THOSE ISLANDS ARE TO HAVE CONS. CURB. 5 L DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHEROISE NOTED. . rvIATING STRUCTURES WITHIN CONSTRUCTION LIMITS FRED TO BE MODIFIED B.r.5 NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 7. CON O US! BLEIGH ALL RFLDCATIONS, (UNLESS UUTR'.'.,IBE NOTED DN PLANSI INCLUDING BUT NOT LIMITED TD, ALL ILITIES. STORM DRAINAGE SIGNS. TRAFFIC SIGNALS & POLES. ETC. .IS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING P.UTHORITIEE REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS BND SHALL BE APPROVED BY SUCH ALL COST SHALL BE INCLUDED IN BASE ID. E THE SITE'A'ORK FOR THE PROJECT SHALL MEET OR EXCEED THE 'SITE SPECIFIC SPECIFICATIONS". 9. LIGHTING ELECTRICAL PLANSTO BE PROVIDED BY DUKE ENERGY. 10. ALL SIGNAGE FWD STRIPING TO BE INSTALLED IN ACCORDANCE'. LATH NUTCA (LATEST EDITION) STANDARDS AND SPECIFICATIONS. 11. ALL CONSTRUCTION DUMPSTERS TO BE WASTE PRD, ND EXCEPTIONS. 12. NO ONSITE BURNING IS ALLOWED AT ANY TIME. 13. ALL ORGANIC OR EITHER UNSUITABLE MATERIALS MUST BE HAULED OFF THE SITE AND PROPERLY DISPOSED. 14. HE IR SITE INSPECTION FEE IS DUE PRIOR To BREAKING GROUND. FEE S 1N OF THE TOTAL SITPIORK CONSTRUCTION COST NOT INCLUDING ITEMS COVERED BY A BUILDING PERMIT 15. PROVIDE A. VIDEO INSPECTION OF ALL SANITARY SB- IMA.INS, SANITARY SEWER RM.Or.TER PIPES. PROVIDE THE CITY WITH F DOD COPY OFALL vBDEBNSPBD ALL BTOcrloNs. 16. F LIT GOES PERFORMED': IITHIN THE FOOT RIGHTAF':VAY SHA LL BE IN ACCORDANCE WITH 2017 DESIGN STANDARDS, 2011 STANDARD SPECIFICATIONS FOR ROAD AND BRIDLE CONSTRUCTION AND 2010 UTILITY ACCOMOVATION MANUAL. GEOTECHNICAL DATA: 24 6014 SIGNED BYARAVIND CANGASWAMY RE ON MARCH 8 2017 CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THIS REPORT. EXHIBIT B STARBUCKS WSTC PH2 COMMERCIALAT -, OWNER JDBS WINTER SPRINGS, LLC 10931 N. DALE MABRY HWY TAMPA. FL 33618 SITE GRADING NOTES: 1 CON T' AG To' A I E 'po NI ILE FOR DEMOLITION OF EXISTING ITFUCTUDEI INCLUDING REMOVAL OF ANY EXISTING 14 CONSTRUCTION SHALL CO.P1VDTH ALLAPPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME 15 ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MODHAT INVEDT FROM INVEDT IN TO INVEDT OUT N FORMATION IS TAKEN FROM A TOPOGRAPH IC SURVEY BY IND SURVEYOR CON STHENU LTATHENT IFCoNT HE CON TRACTOR LEASTBE NO EXACT OR COME LETE THE CONTRACTOR MUST CALL THE APPDOPC ATE ITT L Ty CoMPAN E A A T FAC S�ALL SES NTPPLY, AT THE REXPENOSEO ARoPOGIACT C SU RVEY BY AREGSTERED INDNO TPGAPHYAS SHOWN ON THE PLAINS ITHOUT EXCESURVEYORTO THE OWNERTOR p OPOSED IMPROVEMENTS SHOWN ON THE PLAINS IT E I IS To BE FLUSH WITH FINISHED GRADE CONTRACTOR TO INSTALL MANHOLE DISEDS OR 3 ALL CU T OR FILL SLOPES SHALL BE 4 1 OR FITTER UN LESS OTH EDWISE N OTED ADL U ST EX CA ES AS NE I 11 EX ST NO GRATE ELEVA T I N A TO REMAIN WHERE PAVEMENT OVERLAY IS TO BE PLACED FEATHER OVER- TO 4 PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION M ATCH E X ST NGG I AT E E LE VAT ON To FORM A SMOOTH TRANS T ON 5 E XISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS 19 SPOT ELEVATIONS ADJACENT TO CURBS REPRESENT EDGE OF PAVEMENT ELEVATIONS TOP OF CURB SHOULD BE CONSIDERED 6 LIGHED 6 STO11 PIPE SNA T BE PEI MASTER SITE SPECIFICATIONS SECTION 11631 20 CONTRACTOR TO MATCH EXISTING GRADE AT LIMITS OF DISTURBANCE AS DEPICTED ON SWPPP SITE MAPS F AN Y EX ST NO STUCTU TIES To TEMA ME D TUC T LL BE THE 21 STI P THE SUIT CIAL ORGAN I SANDS AND IMPORT A M F 2 FEET OF PRE APPROVED ENGINEERED FILL RETURN IT TO EXISTING CONDITIONS OR BETTER 22 T E EXPOSED SUBGGADE SHALL BE OBSERVED TESTED AND D. ALL STORM PI PE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS AMIT CUTS BEFORE AN Y EX CAVAT ON TO IF 'U ES T EX I L LoC I INIMUM OF IO PASSES WITH A HEAVYVIBRATORYROLLER IN PERPENDICULAR DIRECTIONS. PROOF DOLLED WITH WATERT GHT PACTED 9 ALL STORM SEWED MANHOLES N P=AIEASNSHALL BE F= W T IT PRO AND SIT TO (ASTM D 1551)23 FILL SHALL BE COMPACTED IN LIFTS NO THICKER THAN 9 TO 12 INCHES IN LOOSE SAT A DEPTH S WITH OOF 1FFOOT MBELOW TRAFF I BEAR NO I NO l COVERS OLES UNPAVED SSHA LL ABOVE FINISH GRADE LIDS THE AC ED FACE A DETERMINED B N RICE D 24 FILL SHALL BE COMPACTED TO 95 PERCENT OF THE MATERIALS MAXIMUM MODIFIED PROCTOR DDY DENSITY 10 THE CONTRACTOR SHALLADHERE To ALL TERM A NO TI PERM( T FOR STORM WATER DI SO HAD GEASSOCIATED WITH CON STRU IT ON ACTIVI TI ES.25 IMPORTED EE ILL OR C CLAY,IT EBRD CA F NE BACKE ILL SIT OULD GO D STH F U NE UITAB LE TH MATED 15 PERCENT PASSING THE No. 200 SIEVE,. FREE O 11 ONTRACTOR SHALL ADT UST AND/OX CU T EXISTING PAVEMEN T AS NECESSARY To ASSURE A SMOOTH FIT AN D CON TI NUOU G GRADE. ESOSTST ABU SH CONTENT MF THEYILL SHALL BE WITH IN 12 PERCENT OF OPTIMUM MOISTURE CONTENTAS 1551 AREAS. 12 OR SHALLASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALLNATURALAND PAVED 21 ONE F FILL DENS TO TEST SHALL BE CONDUCTED PER 00 SQUARE FEET (OR FRACTION THEREOF) PER UFT IN THE BUILDING AREA TEST PER S TA G E FEET T , AREAS 13 ALL UNSUICACED AREAS D A TUBED By GRAD NO OPEEAT ON SHALL 'ECE A ER N I HE A 0 F TORSO L CONT FACTO I SHALLAPPLY STAB TRAT ON FABC I TO ALL SLOPES MH TV 0 1 A TEE p E I CONTRACTOR SHALL CIE ALTHOUGH GRADE IS ANTICIPATED To BE RELATIVELY STABLE UPON INITIAL EXPOSURE, STAF AB L'E ATION FRED A' NEA SIE D. ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTILA HEALTHY STAND UNSTBENUBGRARECONDITIONS COULD DEVELOP DURING GENERAL CONSTRUCTION OPERATIONS IF THE SOILS ARE WET ED DSOR SUBJECTED TO REPETITIVE CONSTRUCTION TRAFFIC EX29 NDSCAPED AREAS BETWEETER THEBUN IF A O NO IDENT ATSAMIN( MU M BU LDDOF 1A AND ANDDMAXMUM OFF 25UFEET ROADS SHALL BE SLOPED SU CH THAT THE MICHAEL BLAKE BLVD & E STATE RD 434 WINTER SPRINGS, FLORIDA a e2 e s c u p DEPTH •�1.� ti`��.P" �b 4i4 �€ whit Aa Landi PROJECT 0O LOCATION ZT-'W,.& PC VICINITY MAP NTS DEVELOPMENT MANAGER/APPLICANT JDBS WINTER SPRINGS, LLC 10931 N. DALE MABRY HWY TAMPA, FL 33618 BRYAN SCHULTZ (813)28804654 LEGAL DESCRIPTION TIGI roAL, sC 3y FFisr4acroaMUTVRaP1r)F IS *nS.,enF A_ RFmwEo /x P/n1 eaox ), aacc _, a r//E eueOc aEroaA2 of sF,uino� cu,xrr.. /nrMUA, ecxe uoRc ARlrcuuu�r ME.eweFo 11 ❑0 ENGINEER LOCHRANE ENGINEERING, INC. 201 S. BUMBY AVENUE ORLANDO, FLORIDA 32803 FRANKLIN A. PORTER, P.E. 407-896-3317 PLANS No. DESCRIPTION JURISDICTION / UTILITIES SITEWORK CONSTRUCTION CITY OF WINTER SPRINGS, FLORIDA 1126 EAST STATE ROAD 434 IFFFT�RF$RLORIDA 32708 QBRYANT SMITH, P.E. 1 407-327-89]9 T ST. JOHNS RIVER WATER MAN. DISTRICT 601 S. LAKE DESTINY RD, SUITE 200 AD AITLAND, FLORIDA32751 407-695-4800 WATER CITY OF WINTER SPRINGS, FLORIDA 1126 EAST STATE ROAD 434 CAUCA 32708 QBRVANT SMITH, R E. 1 407-327-8979 CITY OF WINTER SPRINGS, FLORIDA 1126 EAST STATE ROAD 434 R IDA 32708 Q BRYANT SMITH, R E. 407-327-8979 DUKE ENERGY 2801 WEST STATE ROAD 426 OVIEDO, FLORIDA 32765 800-700-8744 TELEPHONE. AT&T ORLANDO, FLORIDA 32801 407-351-8190 CABLE SPECTRUM CABLE 3767 ALL AMERICAN BLVD. GALAND O, FLORIDA 32810 1-800-222-0102 CIVIL ENGINEER. LOCHRANE ENGINEERING, INC. 201 SOUTH BUSBY AVENUE ORLANDO, FLORIDA32803 FRANK A. PORTER, P.E. 407-896-3317 SURVEYOR LOCHRANE ENGINEERING, INC. 201 SOUTH BUSBY AVENUE ORLANDO, FLORIDA32803 CHRIS LABERG, P.E. 407-896-3317 BIT M ARCHITECTURE, INC ROBERT M. HOGUE 407-333-2005 LANDSCAPE. LANDSCAPE ARCHITECT LLC 5621 REVELWOOD LOOP WINTER PARK FLORIDA 32792 J. SCOTT LIBERTY 407-719-2124 GEOTECH ECS FLORIDA, LLC 2815 DIRECTORS ROW, SUITE 500 ORLANDO, FL 32809 407-859-8378 J Q Lu M W V J W' J O 2 Z W W m� p� Ha Y0- OW' L W F- z M U z LU v = m EO O W � Q H F -- Lu Lu U) LL Lu O U C01.0 -5 O SITE LEGEND SITE INFORMATION: ACCESSIBLE PARKING SPACE ITS P). SEE DETAIL FOR ACCESSIBLE PARKING SPACE, SIGN AND SYI,1BOL. (SEE DETAIL O 1, SHEET C10.0). SITE LEGEND © PAVEMENT MARKINGS(TYP). PER FDOT INDEX 17346 SITE DATN'. LOT 1: 0.76 AC 27.24% LOT 2: 0.53 HC 19.00% SWSL/4" SINGLE WHITE SOLID LINE /4"WIDE © FDOT I N DEX 304 HAN DICA P RAMP WITH DETECTABLE YARNING SURFACE (TYP). (SEE DETAIL 2, SHEET C 10.0). LOT3 0.67 AC 24.01% SWSL/6" SINGLE WH ITE SOLID LINE /6"WIDE OD 18"CURB AND GUTTER (SEE DETAIL 3, SHEET C9.0). LOT4 0.83 AC 29.75% TOTAL: 2.79 HC 100.00% SWSL/24" SINGLE WH ITE SOLID LINE /24"WIDE O CONCRETE SIDENALK.(SEE DETAIL I, SHEET C9.0). OPEN SPACE PROVIDED (LOT 3)'. 0.115AC(17.16%) OF (2) DUMPSTER ENCLOSURES a(1}RECYCLING &(1) TRASH) PER ARCH. PLANS �O�T PAVEMENT LEGEND PARKING REQUIRED: ©BIKE RACKS. (SEE DETAIL 4, SHEET C10.0). BASED ON STARBUCKS GENERAL TENANT CRITERIA BLACK INTEGRAL CONCRETE (FROM 20' IN FRONT OF ORDER WINDOW O 8ILLUMINATED BOLLARDS (SEE ARCH. PLANS) PARKING PROVIDED: STANDARD PARKING: (9'x 18) 26 SPACES TO 10'BEYOND PICKUP WINDOW) O SAVJCUTAND REMOVE EXISTING CURB HC VAN ACCESSIBLE'. (12'r 18') 2SPACES SCALE. 1"=30' REGULAR DUTY CONCRETE (D WAYFINDING GRAPHICS ARRO\V "EXIT', WHITE. (SEE DETAIL 5, SHEET C10.0). TOTAL: 28 SPACES OK DECORATIVE STOP SIGN (Ri-i) - HIGH REFLECTIVE INTENSITY ON -STREET (OFFSITE)'. (0'x20') 85PACES 0 30 00 HARD SCPAE PER ARCH. PLANS. © FOR DRIVE-THRU SIGNAGE ARCH. PLANS). EXISTING USE: VACANT LAND (SEE PROPOSED USE: COMMERCIAL OM DRIVE THIRD EXIT SIGN (SEE DETAIL 5-3, SHEET C10.0) BUILDING MIN HEIGHT. 2 STORIES OPRIVATE PEDESTRIAN CROSSWALK WITH (1 E12" WHITE STRIPE PERPENDICULAR ON BOTH SIDES (SEE DETAIL 0, SHEET C0.0). &V,1 IDE UNLESS OTHER WISE NOTED ON PLANS. BUILDING MAX HEIGHT. 5 STORIES OO 41 LF DECORATIVE SCR EENWALL(SEE ARCH. PLANS). FAR: SF=0.49 © PROPOSED CONNECTION ROAD T-5 BUILDING SETBACKS FRONT MIN. OFT !� PROPOSED 12' WIDE CONCRETE SIDEWALK FRONT MAX. 8 FT REAR 3 FT AIDE GREEN SPACE 0 FT ®3.6 SIDE DE NIA . 24 FT OS 202 LF OF EXISTING CONCRETE SIDENIALK TO BE REMOVED LANDSCAPE BUFFER !� WAYFINDING GRAPHICS ARROW "DOUBLE", GREEN (SEE DETAIL 5, SHEET C10.0) ADJACENT TO R -O -W'. 0' ADJACENT PROPERTY: 0' OU WAY FINDING GRAPHICS AN ROW"DOUBLE", VJHITE(SEE DETAIL 5, SHEETC10.0) OV CLEARANCE BAR (SEE DETAIL 5, SHEET C10.0) EXISTING ZONINGIFUTURE LAND USE TO PROPOSED ZONINGFUTURE LAND USE: TC © DRIVE THRU ENTRY DIRECTIONAL SIGN (DETAIL 5-2.. SHEET C10.0) NOTE. ALL SIGNS SHALL USE DECORATIVE BASE PER DETAIL 3, SHEET C1 D.D. OX WAY FIND I NG GRAPHICS ARROW"ENTER'.. GRE EN. (SEE DETAIL 5, SHEET C 10.0). OY ORDER POINT CANOPY WITH DIGITAL SCREEN DT EVOLVED (WITH TIMER LOOP PER ARCH. PLANS) O 2 CONCRETE BOLLARD (SEE DETAIL 11, SHEET C0.0). OZ DT PANEL BOARD FREE STANDING DT EVOLVED O PRE MIENU BOARD THIGH RAILING (PER ARCH. PLANS) bb 2' LANDSCAPE STRIP O LOTS 1, 2 AND 4 TO BE CLEARED SEEDED AND MULCHED O POTENTIAL TRANSFORMER LOCATION, FINAL LOCATION TO BE DETERMINED BY DUKE ENERGY. I ®® II II O 206LF DECORATIVE KNEEWALL (SEE ARCH. PLANS). ago 7VU ® TT1 ®® LL ®®®® 42 -1 01 EXIST. CURBING TO BE_ REMOVED LOT 1 LOT 2 j 0.76 AC 0.53 AC cc cc I 1�BI:;Lf �pAIIL9I� . 202 LF bF' R T%o swsua°D u D � 0'R 22' 18' 18' L LOT 4 24' z.a, T D 0.83 AC d n T SWSL/4" cc ( ;qM 'o,� iF �11N0 �11Nu o££pw Z F o°TAy� Q rii Ir opw�b�w° p ooRp oo�m fr Lu oo�zapo – – HP. £3mo J Q M w c U w' J .5w � 0 N (9 Z = J Z w o m W p cwiJ Y� ew W w m H ZZS� U) J Z 7 U 2 m m U � Q � U) a 40 TIN I�EVIALI(REAdOVA ' ------- e _ o m R c' r — _ U SHEET C04.0 A 14' .5' 22 6.3' 12' 4' LEGEND w w m PATIO DRIVEWAY SIDEWALK W �a 4. Za /40.89 =SPOT ELEVATION o�ry Z Y 1 ` AT EDGE OF PAVEMENT LD z LL �`- =GRADE BREAK SCALE v=ao' LL FF: 41.65 0 0 fi0 �`� =SURFACE FLOW 1. SC =SAWCUT EXISTING A' EOP AND MATCH TO o. LINE AND GRADE B ^C O * CONSTRUCT TVPE I MH OVER EXISTING STS 18" STUB - llJ * * REMOVE EXISTING TVPE P-6 INLET AND REPLACE WITH TVPE VG INLET G o££pw y- 8w�-.sy.0 38.97 yEow8 38.62 38.46 39.00 38.40 0- ..�o�q 38.75 0 38.3 38.03 39.22 ago ®®®® �00( C 38.00 39.00 ®®® 500 38.04 400 38.44 39.63 39.8 39.63 ®®® ® 0 ®o o a o o m o 38.68 iL 39.50 ago 38.60 38.19 0 0 ®® ®® 0 p 8.78 3g 18 38.85 - - - 39.60 39.30 39.5' - 39 Tab - 38.19 .. p mFoow�Wm 39.00 39.25 39.70 38.27fr 39.45 38.27 O 38.8 38.64. 38.26 39.18 39.27 39.06 383 a s 38.53 38 53 t W 6 Y o J 58 38.10 39.1 03967 39.19 38.90-/38.12 38 .33- °868 6 w �. 38.34 .-38.80 I pz�amQ - 38.12 3827 - 8.10 39.'45-T-38.33 37.74 3 37.60 _ 38.87 38.25 38.42 _ .. (�� 0 a 39.06 _ ae. o Iv cli Ire j J /.s/ a/a a/ asTrtucluaEpuo ee To BE reE�navEo T s5 39.G�i ee.2s- s .38.0. 31.'4 assn .asst Q 39.28 T �� a a9 �e.e ..(( 9.49 383910 39.00 a6.3aad5 - 6d 3 40 l LU J 41. 09 s.s � a .11 P3 0 b enol 41 C N (7 Z I s os az 40 3.aa ,39° a J z a 14 63 ss= U = w a 9 4s.ia ae.e0 .mss 0 LU i H � Y W 1 I LOT 2 M ���'�OT 3 13 lz 0.76 AC 0.53 AC 0.67 A a 28 l LOT 4 �, LU STARBUU 0.83 AC v z m ' 2,500 SF 0 op U 0o F.F. 41.65 4s Ie 1. a 41' ae l 41.25 4EM 4 4017 �. ° Z 1112 43 N 72 4111 4 41.63 x 40.00 _ se IN 4i z 0.a f Q ABICE 14�s3 �s J 0 STSc a .,0 40 0.31 1.33 9 / 40.42 0- GRATE-42.82' 0 �/ 40.42 2 EINV.-37.32' 41st - su 41 - -- HL RIM=MIT _ __ __02 _ STS CINL Y _ _ w .=36.43' _ _ _ _ 42.5714zzs ^.i ___�_ 4z _ _ RIM-41.79'" 0 _ _ __ 14zys ss __ =36.19' ynz5r ,zs4-+ 4z z0 4zaa 8:, .,' . 4 aza9r : 4aasz =.. ` 4zaa '. . a _ _ W.I - 6.20' ��.- 24 RCP .. t, .: ' -. az.1a ..� sr LJ s�',' ` z.4s 1 4za0 azar " 42.20 _-_____________ 4-34 - n STS CB _ _ _ � E=43.11' 4aso 1-0210 - a EINO-3 . W.INV.=3710' m b - - - - 3 - o STS CB - - - - - - - - - - - - >. GRATE=42.17 m � U r_ o U � G SHEET 0 C05.0 0 STORM SEWER SCHEDULE STRUCTURE DOWNSTREAM STRUCTURE TOP OF INVERT ELEVATIONS LENGTH SIZE/ PERCENT NUMBER STRUCTURE TYPE CASTING EL. IN OUT (FEET) TYPE SLOPE 1O 9 TVPEC 40.48 - 3524 HE 153' 15" RCP 1 00% 2O 9 TVPEC 3913 - 34.00 N 29' 15" RCP 1 00% TYPE MIT 3885 33 ]1 SSW EXISTING EG O4 TVPEC 4035 3310 NE 63' 15' POP 1.00% OS TVPEC 3954 3247 HE 3237 NE 72' 18"RCP 100% **© EXIST. STR. TYPEVG FL. 37.60 31.65 HE 31.55 HE - EXIST.18" - O7 5 STUB - - 32S7W 10' 18"RCP 100% ® 1 TYPE 9 40.87 35.64 W - 40' 15" RCP 1.00% O9 - M.E.S. - 41.00 - - 15"RCP - P E C E E F FIRE FLOW CALCULATION BUILDING TYPE'. MINIMUM REQUIRED FIRE FLOW NFPAI TABLE 10.4.5.2.1)'. 1,500 GPIA NUMBER OF FIRE HYDRANT PROVIDED. 1 HYDRANTS MAXIMUM FIRE HYDRANT FIRE FLOW CAPACITY 1 HYDRANTS AT 1250'=1.500 GPM (NFPA13 TABLE 18.5.4.3)' TOTAL FIRE FLOW 1..50D GPM UTILITY LEGEND O FIRE HYDRANT ASSEMBLY. (SEE DETAIL 3 SHEET C7.0) © 1.5" METER AND 1.5" RPZ FOR IRRIGATION © 8"X6"TEE 0 10" X 8" REDUCER O 6" PVC SANITARY LATERAL @ 1.0% MIN. SLOPE 0 1.5" DOMESTIC TIE IN © 1,250 GALLON GREASE TRAP PER III.E.P. PLANS OH KEYED HOSE BIB 0 1.5" METER AND 1.5" RPZ FOR DOMESTIC WATER O MANHOLE OK 1.5" TEE © 10"X6" TEE 0 8" BLIND FLANGE ON 8"90°BEND DO 1.5" 90° BEND © 8" PVC SANITARY LATERAL @ 0.6% MIN. SLOPE 8" GATEVALVE PIPE CROSSING NOTE THE GENERAL CONTRACTOR SHALL LOCATE BELL AND SPIGOT OF EACH PIPE SEGMENT AWAY FROM PIPE CROSSING. PIPE CROSSING ELEVATIONS REPRESENT OUTSIDE WALL THICKNESSES AND DOES NOT INCLUDE BELL AND SPIGOT VVIDENINGS. UTILITY NOTE: MAINTAIN A MINIMUM OF 3 FEET OF COVER OVER ALL PROPOSED WATER, WASTEWATER, AND RECLAIMED WATER LINES. ALL EXISTING UTILITIES HAVE BEEN FIELD VERIFIED AT ALL POINTS OF CONNECTION TO AND AT ALL AREAS OF CONFLICT WITH MAINS. ALL SANITARY AND WATER LINES ON PROPERTY SHALL BE INSPECTED BY THE BUILDING DEPARTMENT. SANITARY SEWER SCHEDULE STRUCTURE NUMBER DOWNSTREAM STRUCTURE STRUCTURE TYPE RIM ELEV. INVERT ELEVATIONS IN OUT PIPE L(NGT) SIZE/ FEET PIPE TYPE PERCENT SLOPE O1 6 6"STUB - - 37.80 10' 6" PVC 1.00% O2 7 6" CLEAN OUT XX 37.70 37.70 51' 6" PVC 1.00% O3 - MANHOLE XX 37.19 37.09 199'- ® EXISTING EX. MANHOLE 80.00 28.66 PIPE CROSSING SCHEDULE TOP PIPE BOTTOM EL CLEARANCE (FT) BOTTOM PIPE TOP EL O WATER 36.05 0.99 STORM 35.06 O WATER 36.05 0.93 STORM 35.12 O WATER 34.38 079 STORM 33.59 O SANITARY 34.47 1.16 STORM 33.31 - - - - - - - - - - ___ --- SOLID WHITE LL o.0pw Z °gip Ir op w�b Fwo 0 oo Spo oAm c) 8o' -w- lu -- %n J Q w M LU V J Q_' J 0 .5u c'45 CI - 2 Z d o ED PV) Ha YU sd' W m H zz (n LU J cczz �i C) 2 m m U Q H G SHEET � C06.0 SECTION - 02BDD LANDSCAPE WORK PART I - GENERAL 1.01 Scope 0 Work: Provide oil labor, materials, equipment and incidentals required to prepore planting beds and install landscape planting in accordance with the plans and as specified. Related Work Specified Distance: A. Section 02952 - Site Maintenance 1.03 General Requirements: A. Finish Grace: The Contractor will perform the fine grading one .mend the soil required by these specifications. The contractor is responsible for any trees/shrubs that are planted prior to achieving final grotle. B. Comply with applicable Federal, Stole, County and local codes, ordinances and regulations governing landscape materials and work. C. The work sh.11 be coordinated with other trades to prevent conflicts. D. All planting UWI1 We performed by personnel familiar with planting procedures and under the supervision of o gmlified landscape foreman. E. Prior to the preparation of planting orutility o are.. and plant pits, eermin the location of .11 lontlscope underdroin trenches, electrical cable, conduits, ufililyslinas, oil tanks, supply Tines and other subsurloce structures so that proper precoutions may be token not ,o disturb or damage any of these elements or improvements. F Pr or to bidding, the Contractor shall visit the sle and ascertain all site conditions, nafutlng Mites, slopes, acsand available milk space to preclude any li misunderstandings and en . trouble tree installation. It shall be the Contractors responsibility to avoid conflict, akh e.sing undergroundontl overhead utilities. The contractor OW11 notify .11 utilities se cing the work o eo at least 46 hours prior to any excavation so that underground utilities may be I ... ted. G. E.covoke .11 planting betls to their proper dimension. per the details. H. Prior to placing planting mi, and backfill, or co me cing with planting of trees or shrubs, obtain the Oxneis approval of soil omentlmenisn ontl backfill soils. 1. The Contractor shall take all necessary precautions to avoid damage to any building, building structure or xelerpreofingahile working adjacent ,o fixed builtlings, walls or other structures. The use o1 mechanical equipment within five (5) fast of any building or existing structure to mwe plants or materials shall be oppraved by the City prior to its use. The Contractor shall be responsible for all damages to ,he subsurface utilities, buildings, or building footings causetl by his operations. Applicable Documents: A. Plonls: 1. Nomenclolure: Sha11 conform to the names given in 'Standardized Plant Names", 1942 Ed an,. prepared by the American Joint Committee on Horticultural Nomenclature or by the Bureau of Plant Industry. State of Florida. 2. Nomas of varieties not included therein shall conform generally with names accepted in the nursery trade. 3. Substitutions rill be permitted only upon submission of proof that any specified plant s not obtainable or suitable for the location os ,pacified on the plan and upon xritten authorization of the Caner and City. IDS Oual'dy Control: A. Plants shall have a habit of groxth that is normal for the species and shall be ,ountl, healthy, vigorous and free from insect pests, fungi plant diseases and injuries. B. Trees shallbe hew'ly branched. All trees shall have a dominant leader and no eros ng bronches. C. Plant material shall be graded Florida No. 1 or better as outlined under 'Grades and Standards for Nursery Plants', established by ,he Florida Dept. of Agriculture. D. The Oxer sh.11 have the light, at any stage of the operaton., to reject ony no 011 work and moterals, xh.h, n Ther opnon, do not meet the requirement. of these specif'cat ons or aesthetically tlo not comply with design intent Trees that ore marred or damaged during mWery or off loading x'11 be rejeetetl E. Representative samples of proposed plant materials are required to be inspected and approved by the Owner prior to any delivery to the project site. Such samples may be v esed W the respective nurseries prior to delivery to the project site. Inspection: A. All shipments of plant material sh.11 Ee properly inspectetl an the nursery or at the grox ng sde by the suthorzed State Agencies, prior to delivery to the project site. B All required inspection certificates sho11 eccompany the Ell of been or Ila ea Required transportation document. ore to be Submitted xith tweeds os back-up 1.07 Soil Testing & Anolysis: A. The Landscape Contractor is required! ,o take representative samples of ,he site soils. B Submit .11 samples to on independent testing laboratory for analyse Laboratory seleclon s required! to Ee approved by the Owner. Test for soil pH, softs, magnesium. Calcium phosphorus, potash, and percDlofon rotes. Report from laboratory ell identify nutrient d,ficiencies ontl re mendation. to co tett the deficiencies and to adjust pH to amply with the specificotio am Submittal of the Contractor's fertilizer program for the maintenance period is required prior to acceptance. C. Certificates: 1. Manufacturers certification and/or testing Ioborelory certification that content of soil coneeoners meet spttreddon requirements. 2 Manufacturer's certificate of fertilizer's chemical composition includingbut not limited to toe and of riv.tion o1 nitrogen, lap e tri phosphorus. otaasiwm ntl I micro- nmriehts. percentage g Ogen, D D D 1.08 M .... remenks: A The mnmum acceptable size of s11 plants me .uretl after pruning. ath branches in nDrrn,1 Poston, shelf conform to the measurements os shown on landscape plans and conform to the grotle, and standards established by the Florida Dept. of Agriculture. B. Substantial deviations from these measurements must be approved by the City. C. The caliper o1 tree trunks is to be token txelve inches above the ground level. 1.09 Pre -performance Conference: A. Provide o tentative working schedule including sequence of performance with bar charts. B. Provide theprop ovetl method of traffic control. C. Provide o list of emergency phone numbers. D. A Preconstruction conference will be required. Meeting to be scheduled the Care, M 9 by 1.10 Shipment and Delivery: P Y A. Contractor shell notify ,he Cit and Owner minimum m o1 48 hours in advance of all plant molerol delxeresCONTRACTOR IS RESPONSIBLE FOR PROVIDING THE CITY WITH NURSERY CERTIFICATION OF PLANT MATERIAL GRADE PRIOR TO DELIVERY TO SITE. B. Plant mol shall be protected from smother and adequately pocked to prevent breakage and drying suing trent. C. The Avner may ex cise its option to inspect, select and assist the Contractor with the logging of plant materiels at the nursery. D. Legible togs rill be attached to at least one plant of each species. Packages, boxes, or bunches of plants will be identified xith o similar tog Omehed. Plants xhich do not mast specifications for quolity herein stated or plants that snow improper handling or fixe an site in on unsatisfactory condition will be rejected. Rejected plants shall mediately be removed, disposed of, and replaced xdin approved nursery stock of like variety, size and age. These plants shall be replaced xHhcut addilionol cost to the oxner. E. Final acceptance of plant material will be given only after materiel is planted and after meeting requirements prescribed herein. PART II - PRODUCTS 2.01 Topsoil: A. Topsoil material shall be tree from subsequent hard clods, stiff cloy, hard pan, stones larger than one inch (1) in diameter, noxous weeds and plants, including nulgross and formal. gr.... so as, partially disintegrated tlebris, insects or any other undesirable material, plants, or smd,, that wD.Id be toxic or harmful to growth. All bads which contain topsoil contaminated with nut grass or torpedo gross shall hove the top 24' o1 soil removed ontl replaced with uncontaminated if or fumigated at no additional cost to the Owner. Topsoil shall We obtained from appr.M scurc and shall contain 24 R organic matter. PH shall range from 5.5 to 7.5 inclusive.s 2.D2 Planting Mix and Backfill: A. All planting oreos stroll De D.ckfilled with o mixture of preporetl and .ppmed plant mix os shown below. Planting Bed.: 60%Floritla Fibrous Peat 20% Compost 20% Send B. Mix as prepared by Hillary Peat or opprwed equal. C. All planting areas shall be Stripped of all gross, ..Ms. fresh, soil, etc. D. Provide soil ifidd ve to adi PH to be rutin range of 5.5 to 7.5 inclusive. 2.D3 Plant Material: A. The xorda 'Plant Materials" or "Plants refer to and include trees, shrubs, ground ewer, gross or herbaceous materiels . B. Plant species shall conform to them indicated on the plans and in the specfcalions. C Planks shall be ...no, healthy, vigorous, free from plant diseases, inmet pests or their eggs and shall have healthy normal growth and root systems Tree trunks shall have the specfetl calper, Straight xth no fresh cuts, ,crops, or sears, and shall have the specified clear trunk height. D. Plonls, xith the e.ception of 'Hurri.one Cut" palm frees, shall not be pruned prior to delivery except as approved by the Care, E. All shrubs and ground covers required to be container groxn. Trees are required to be one of the following unless specified otherwise in the Plant List: 1. Container Groan: Plastic containers: Trees grain in plastic containers should Ee well established in the container. Minimum container size guidelines rill fibb. those established by the Floritla Dept of Pgrieulkure in the Florida Grotle. and Standards. Root bound container plants rill not be accepted. No synthetic grow bogs or equivolent will be accepted. 2. Held crown: Shan have the appropriate root boll size based on the trees diameter and height as eMobrshed by the Americo, Nations Standards Institutes recommendations. Field grown trees should be hardened oft in the nursery for o period of 60-90 days. F. CDIlscked plants .holt not be usedunIam sps cificaly called for in the sp-diCations or opprovetl in writing by the Daner. The type, size and availability of specific species will be the basis of selection of any collected plants. G. All plants for this project, which can only be secured outside of the Central Florid. area, are required to be acclimatized for a minimum period of one (1) year. The acclimatization of these plants must take piece off-site at the Contractors Secured Property or certified nursery grower's site. The cost of acclimatization and it. mi etluling are the responsibility of the contractor. 2.D4 Quantities: A. The quantities shown in the leader toll outs in the plans govern the required installed quontles. The Plant List is provided as a reference only. The contractor is reeponsble for his can Coke off Dacreponce must be brought to the Owner's attention, in wring or be Corrected by the Contractor at no additional expense to the owner. 2.05 Fertilizer for Plantings: A Commmrc'o1 grade fertilizer to comply with State of Flor tlo Fertilizer lows Chemical desgnolon shall be as specified with at least 70% of the nitrogen derived from a non ,afar eoluble organic or slox release source. B Fertilizer shall include all trace elements plus 300% magnesium. Percentages shell be vetted by the sol test report fertilizer recommendations and reused, if necessary. 1 Federal Specifications 0 F 241 Type 1, Grade A or B 2. The chemical designation for granular fertilizer for all plantings shall be 12-6-B. C Fertilizer shall be incorporated into the planting sol mix of o rote of B lbs. per cubic yortl 2.06 Mulch A. All plant beds shall reC'va o uniform 3' layer of mit pine bark nugget mulch or City one Osner approved ollernotxe. PART III - EXECUTION 3.01 General: A. The Contractor's work shall conform to accepted horticultural practices as used in the trade, unless specifically directed to the contrary by the contract documents and by the City. B Plants shall be protected upon arrival at the sde by ming thoroughly watered and properly maintained until planted. Plants shall not m on unprometed foro periotl nceading 24 hours. At all times, workmanlike and Customary horticultural pmetless shall e exercised 3.02 Bed Preparation: A All existing vegetation and debts shall be removed and legally disposed of off-site fromwthn the area of the planting and mulch bees completely as described on the Drawings and in them Specifications. In are.. where there is existing gross or other vegetation, remove by opprovetl mechonicolm completely. Take co not to disturb e'.1'n free oaf. nor layers of sol below the a.eovenetl o ce 1 os neeamd to rade e y e ex xp 9 the or a to ovetl planting. dormant wastl seetl All planting ontl Ich betls ore to be xastl free prior to planting. 3.03 Digging of Pits: B. The existence and location of underground structures, elements and utilities ore shorn on droxings other than the landscape plans. All elements shall be investigatedontl verified in the field beforetarting work. Exc.valion the vicinity of structures and utilities sholl be performed with axe caution. coordination wan other Contractors and the ower before all its exewMion. is requiretl. C. Should overhead or underground obstructions We encountered Oich interfere with the specified plonlings, alternate locations or plan modification. will be selectetl and approved by the City and Dwner. D. Belo re digging of holes or betls, the location only arrangement of the planting shall be staked by the Contractor and then approved by the Owner. Stoking shall conform to the font Isl specifications, Ions and details. Shrubs shall be loced n true Straight lines D a D D 9 and even) . sada a ttree. crowntlawers shall be triangular Spaced. Y p specified. 9 W 3.04 Tree Installation A All tree pts Shell be e.cavated to sze and depth in accordance akin the University of Flor tlo recommendations. unless shown otherx'se on the pions and details, and CockTlletl ,din the prepared Planting Mi, as specified. Test all tree pts with water before planting to ensure proper drainage percolation is available. All tree pits shall drain fully within one hour after being filled with water. No allowance rill be mode for let plants due to proper dr.in.ge. All plonl beds, oplo�ters, tree Sells and tree islands shall be inspected by the City and Owner to verily remove f concrete, limersk base material, etc. prior to b.ckfilling. 1. Container-grmn plants: o. Gently piece the plant straight in the hole and be sure the top of the root boll is no deeper that the existing landscape soil surface. In or s of compacted or poorly drained soils, the top of the root boll may be positioned slightly above the soil surface to prwide n odequ.te volume of xell-drained soil for root tlevelopment. Fill ountl the ball xdn soil ontl gently firm the soil. Do not pack the soil. Water thoroughly xhile planting to re move air pockets. b. Do not orountl soil er the roots but form o saucer -like catch Eosin o round the edge of the root Eo11 with o ovsoil ridge 3 to 6 inches high to facilitate xatering. c. Mulch xdin 3 -inch layer of specified material to buffer soil temperature, reduce weed ti.ix.y and conserve moisture. Be sure to keep the mulch layer approximotey 3 inches 2. Bolles and B,dopped Plants Planting procedures for bolled and burloDDed plants are similar to those for planting container- ro plant.. Also s m e Welled and Curia ed Tanks the root boll only. Never use the trunk os o handle to pick up o move these planks. Care should be token notto diet rb the root boll os this SI severey damage the root system. Removal of all the burlap before planting is not necessary. although the lop one-third of the burlap should be pW ed bock from the elem. ec Removal of woven plastic wraps completely after setting the plant in the hole is necessary. Nondegradable. woven plastic fabrics can girdle roots as they awtt expontl through the material. Ho, this practice may not be feasible when moving large trees that have been sleeved in woven plastic materials before being placed ins m baskets. Slice the material through the wire baskets to focilitate healthy root growthinto the landscape soil. Alwoys re a nylon trine tied around the plant stem. Nylon time does not not ontl rill eventually girdle the stem a Iefl in place. 3. Palms Generally, procedures for planting balled and burlopped shrubs and trees or suitable for palms. Palms she Id be harvested with o root boll appropriate for the si and species of palm. Although a 2 foot diameter root ball woultl be adequate for a palm 3 to 6 feel in heght. o root boll of 4 to 5 feel in diameter is recommended for larger palms. Foliage of all palm species except SobelDolmetta shall have the leaves tied with o biodegradable twine in o bundle around the bud. Complete leaf removal at the time of digging is required when planting Sobel palmetto. B. No trees shall We planted prior to completion of final finish grading. C Trees shall be set plumb and held in Poston until the planing mixture hos been flushed into place wth slow full nose stream 3.05 All Plant Materials: A. Plants shall be set on prepared planting soil backfilled one brought to o height to DIIox planting above the depth the plants grew in thenursery os shown on the details. Upright plants shall be kept in vertical position. All trees shall be handled by o padded nylon strop for lifting purposes. B. Circular rmei,ing holes with vertical sidea shell be .....ad for all plants except for bore -root ground covers. Diameter of recewing holes for all plants ,boll We as shown on the drowings. C. After placing the plant in the pit, the mlonling soil specified herein shall be watered and 7irmly lampetl to ensure the backfill wtuIs is sur unding the root boll. All Comping shall be such that no plants rill settle below their original growing height and the finish grade specified. D.Plants in containers shall be carefully re moved from the pots, cons, boxes or other containers in o not to damage the oots or the root boll ofn sod formed by the container. Scoriiyng the root ball on the sores and bottom to stimulate ne root groxth out de m me e.i.fmg root eon .nDD1a be performed prior to placement lata the pa. Plants shall be set in thepit xith the planting mixture carefully ..shed and tamped .round the Ease of each t till raid.. E. All plants shall be thoroughly wotered at the time of planting and dept adequately watered until time of acceptance. No Otani nal allowonem will be mode for plant losses due to lock of adequate or proper Imnanng. F. Pruning shall be done after planting and with due regard to the natural form and groxthcharacteristics of men species. Method and amount of pruning shall be determined by the Landscape Architect/oxner. Trees with pruned terminol leaders rill not be accepted. G. Duringthe course of planting, ontl assts materials ,holt be removed alai . All urs p g, keds, m y reasonable precautions shall Em token to ovoitl damage to structures and plonlings. When planting in an are. has Eeen completed the Oreo shell be fully policed for debris and n maintained fn's finished stole oil ntl Fine Final Acceptance. 3.05 Mulching: A Plants and planing beds shall receive o layer of the specified mulch entirely covering the area around each plant or the entire 3' minimum surface of each planting bad B. Mulch shall be placed belaeen and around all newly plontetl trees and shrubs as shorn on droxngs and o specified. For individual plants, the mulch shall be spread to cover the saucer Oreo and maintained until acceptance. Mulch snoll be kept a minimum of 3" away from the trunks of all trees. When in place, the mulch is to be wotarad thoroughly. 3.07 Guying and Slaking: A. Guy and stoke plant m,ter,ls as specified and detailed to assure upright form. FDIIM the recommend.tions from the University of Florida Cooperative Extension Service Circular B5B, unless noted otherwise in drawings. B Present plants from tolling or bang blown mar. re straighten and replant all plants witch lean or fall, and replace all plants witch are damaged due to lack of guying and staking. C. 11 un -guyed plants are bloxn overby high rinds, the City will determine if the plant is to be rapbeeal Such decision shell not be cause foroddr Dnol e.pense to the owner. Damaged plants shall be replaced and guyed or staked at no adZon.1 cost to the Owner D. All stokes and stoking material an Id be r mov d betxeen the 16th and 18th months follox ng plontng, scapi on them trees identified by the Owner. The Controclor shell notify the Owner fourteen (14) days prior to removing stakes one stoking material. 3.08 Maintenance Prior to Substantial Completion: A e Maintenance shall commence a after each plant s planted and shall continue ontl au bstontal completion. After substantial complelon, the formol one year guarantee peyotl shall commence. B Plant ma'ntenanee shall include watering, pruning Reading. cultivating. mulehing, tightening and repair of guys, replacement of sick or dead plants, resetting plants to proper grades or uprght position. restoration of the planting saucer, and all other core required for proper growth of the plants Proper protection of loan oreos shall be provided and any damages resulting from planting or o ntenonce operotons shell be repaired promptly by the Contractor at no additional cost to the Owner. C. Damage resulting from erosion, gullies, mahouts or other causes shall be repaired by the Contractor by filing with topsoil, Comping, re -fertilizing and re -stabilizing slopes, at no additional cost to the owner. 3.08 Guarantee and Replacement: A. All work shall be guaranteed for o period of one year from the dole of substantial completion. All plants shall be olive and in satisfactory groxth throughout the Q.r.mas period, it W on time during the on ranted period, sua D Y 9 i Year he bstantlartl or tleatl tree or plants are identified by the Owner, men tree and plants shall be replaced by the Contractor ithin fourteen (14) calendar days of notification, at no additional cost to the Ower. B. The Landscape Contractor shall notify the Avner in aiding, ten (10) days prior to roton of rants lances, ontl sea rantedperiod shell be continued until such time goo pgoo tore os xhtlen notification s received. C At the end of the guarantee pared, on impaction all be footle by the Contractor and the Oxner All plants that ore dead or foil to meet the grade mcf.iements'nlolly specfetl or ore othemse consdmretl in unaatsi.Ctary Condition. as determined by the Owner, shall be rem.. from the std and immediately etl ely replocxfo opprovetl plants meeting the original specificatons D. All replacements sholl be plants of the some species and size as specified in the Plant List. They shall be furnished one planted as specified with no additional cost to the Owner E. All replacement plants Shall become guaranteed for o period of one year from the date of their acceptance. A written agreement is required to be submitted by the Contractor for this additional guarantee. END OF SECTION J. SCOTT LIBERTY, LANDSCAPE ARCHITECT PLGRIDA 11C015TRATION NO. LA0mm0Lt76 5621 IIEVE IOOD LOOP, WINTER P'AIK PL 37M PNCNE, 401-115-204 FAX[ 407-6'n-6904 Lnn a MMLCN �^ BwauceT PALM PLANTING DETAIL 7 3 IS ink IR "ILL ciance 9oW x REao 'I GPACE SHRUB PLANTING DETAIL GENERAL NOTE: CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE CITY WITH NURSERY CERTIFICATION OF RANT MATERIAL GRADE PRIOR TO DELrvERY 6 MATERIAL TO SITE. PRICK TO INSTALLATION, CONTRACTOR SHALL SCHEDILE A RANT MATERIAL a-eCTICH WITH THE CITY INeReCTOR TO -FY THAT PL 6 MEET OR ExCEED THE MIINnUMI SiS FICATIONS FOR ALL RANT MATERIALS. IIRS-TION SYSTEM SHALL ISE FULLY CPERATICNAL AT TME OF PLANTINd, 50% MIN. NATIVE (N) CITY LABEL COMMON NAME (BOTANICAL NAME) TREE CREDITS: SPECIFICATIONS (SEE C11.0) TREES: (SEE LABELS) 4 4 UP ALLEE ELM (ULMUS PARVIFOLIA 'EVER II') 5- CAL., 16' HT. MIN., FULL, 6' CT., B&B (NO SYNTHETICS) 2 N 1 OV CATHEDRAL LIVE OAK (QUERCUS VIRGINIANA 'CATHEDRAL OAK') 5" CAL., 16' HT. MIN., FULL, 6' CT., B&B (NO SYNTHETICS) 26 N 13 SP CABBAGE PALM (SABAL PALMETTO) 10', 12' AND 14' CLEAR TRUNK HTS. IN EACH GROUP, STRAIGHT TRUNK cH 7 7 LI NATCHEZ CRAPE MYRTLE (LAGERSTROEMIA INDICA 'NATCHEZ-) 30 GAL. MIN. 8' HT. MIN., MULTI -TRUNK., 4' CT., 15' O.C. 8 N 4 IC CAHOON HOLLY (ILEX CASSINE) 47 TOTAL 30 GAL. MIN., 10' HT. MIN., FULL C} LARGE ACCENT SHRUBS: ZF CARDBOARD PALM (ZAMIA FURFURACEA) 15 GAL. MIN., 30" HT., 30" SPREAD, FULL x� CA RED CRINUM LILY (CRINUM SPP.) 10 GAL. MIN., 4' HT., FULL Me ® SCREEN HEDGE: ,game PM PODOCARPUS (PODDCARPUS MACROPHYLLUS) 7 GAL. MIN., 30" HT., FULL, 24" OC TREE PLANTING DETAIL N N SCALE: 1"=20' 0 20 0 OQ ry SHRUBS AND GROUNDCOVERS LC DWF. LORAPETALUM (LORAPETALUM CHINENSIS 'PLUM DELIGHT') 3 GAL. MIN., 15- HT., FULL, 30" OC. IN DWARF YAUPON (ILEX VOMITORIA 'NANA ) 3 GAL. MIN., 12" HT., FULL, 30" OC. CO COONTIE (ZAMIA PUMILA) 3 GAL. MIN., 15' HT., 18' SPREAD, FULL, 30' OC. DT DWARF VARIEGATED FLAX LILY (DANIELLA TASMANICA 'VARIEGATA') 1 GAL. MIN., FULL, 24" OC SOD: ST. AUGUSTINE FLORATAM (STENOTAPHRUM SECUNDATUM 'FLORATAM') SOLID SOD (SEE PLAN "SOD" LABELS). SOD SOIL MAT TO BE FLUSH WITH TOP OF ADJACENT SIDEWALKS AND BACK OF CURB. CONTRACTOR TO REPAIR OFF-SITE AREAS DISTURBED BY CONSTRUCTION ACTIVITIES. MITOFVIORK LIMIT OF WORK vU :., SOD LNE OAK TYR. RAPE kW RTLE TYR. FLM TVP LOT 3 0.67 AC STARBUCKS 2,500 SF i CHO d M d d LOT 2 I LOT 4 I I PATIO SCREEN HERS IIYO ABBAGE PHLM TVP. KNEE W 4LL OLLY TVP. DOT CLEAR SIGHT LINE H, SR 434 Q U � M w v U J � J 2 co ad w C7 O ❑ U Z_ = J Z K 0- 00 co W' co W On Z J Z U 2 m 60 U Q Cit Z Q 0- L LI Q L) U) 0 Z J 6 - 0 vi U w. O Ci L0.1 ALL HEADS SHALL BE INSTALLED A MINIMUM OF 24" AWAY FROM ANY BIJILDNG. SIDEWALK CURB SPRINKLER NOZZLE ETC. SEE CHART FNISH GRADE BODY ASSEMBLY vARTEK PIPE USE W. CN SPRAY HEADS PVC STREET ELL MIN IB LENGTH PVC TEE SXSXS OR ELBOW LATERAL LINE HEAD DETAIL I•LANT xc at 4TRlcTUR !U•F -xIeAY weal 1 a pA.T cH e.E —TA�u � 1 T. A. rtFi�le � r TelaaL LNE �'6ROWCe xH m NE'FL Pvc ECH +e EL �puCED CO� CIeD 12" P'OF—UP RISER DETAIL FOR TALLER SHRUBS WHERE 12" HEADS ARE SHOWN — — 1 TWO HUNTER AFB ADJUSTABLE FLOOD BUBBLERS. ADJUST TO .5 GFM OR AS REQUIRED. PLACE OVER THE ROOTBALL AND A MINIMUM OF B" FROM THE TREE TRUNK STABLE FLUSH TO GRADE WITH OR TUBNG CLAMPS FINISH GRADE �� ppE OR ELEBODU SX MAXII•FU-I LENGTH OF S' LATERAL LNE -STREET ELL TREE BUBBLER DETAIL ALL VALVE BOXES SHALL BE MARKED INSIDE WITH THE ZONE NUMBER ON PLASTIC CHRISTY TAGS OR AS PER THE WRITTEN SPECIFICATIONS. • DO NOT MANIFOLD THE VALVES. EACH VALVE SHALL BE ON A SEPARATE TEE ON THE MAIN. ALL VALVES SHALL BE A MINIMUM OF 6' APART AND INSTALLED IN THE 500 AREA. II LABEL LID (IRRIGATION) a ea IiEE J/ W-W-Mi01AL_.lI ,,42A'Y-:;Cl=Y�4L9 Z.1`ul pIi­ A�w B oitTIOLAMIe E. E+gam eN MAL �IAawE ARADE cIM vY•LUEDOR S4EA) cAr(UGLU:D SLEEVE DETAIL GENERAL NOTES U REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREES AND SHRUBS. HAND DIG AROUND ANY EXISTING TREES. DO NOT CUT ANY ROOTS OVER 2" IN DIAMETER 2) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF IW OF COVER ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12" OF COVER. W ALL POP-UP ROTORS AND SPRAYS SHALL BE INSTALLED USING AN IS" PJC FLEX PIPE CONNECTION. DO NOT USE POLYETHYLENE PIPE. USE WELDOJ 131 WITH A PURPLE PRIMER OR RED HOT CHRISTY'S BLUE GLUE ON ALL CONNECTIONS. 4) ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES, WINDOI113 AND BLDG. WALLS. THROTTLE ALL VALVES ON SHRLB LINES AS REQUIRED TO PREVENT FOGGING. USE ADJUSTABLE NOZZLES WHERE REQUIRED TO AVOID ANY WATER ON BUILDING WINDOWS. 5) ALL RISERS SHALL BE PAINTED BLACK OR A COLOR CHOSEN BY THE OWNER'S REPRESENTATIVE AND SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH STAINLESS STEEL CLAMPS. LEAVE THE BOTTOM 12' OF THE PIPE PURPLE ON RECLAIMED SYSTEMS. 6) ALL CONTROL WIRE CONNECTIONS SHALL BE MADE IN VALVE BOXES USING 3M 015R -Y WIRE CONNECTORS AND SEALANT WITH WIRE NUTS. l) THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING SHOWING ALL IRRIGATION INSTALLATION. THE CONTRACTOR SHALL NEATLY MARK IN RED INK ON A M17E BOND PAPER COPY OF THE IRRIGATION PLAN ANY INSTALLATION THAT DEVIATES FROM THE PLAN. THE AS -BUILT DRAWING SHALL ALSO LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MIEA5UREMENTS FROM HARD SURFACES. MEASUREMENTS SHALL BE MARKED ON THE PLAN EVEN WHEN THE EQUIPMENT IS INSTALLED IN THE EXACT LOCATION A9 THE PLAN. PROVIDE THE OWNER A PDF OF THE AS -BUILT PLAN. B) ALL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES. THE VALVE BOXES SHALL BE PURPLE WHEN USING RECLAIMED WATER S) ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS OR INSIDE A SCH. 40 SLEEVE. 10) ALL HEADS SHALL BE INSTALLED A MINIMUM OF 24" FROM ANY WALL AND A MINIMUM OF W FROM ANY SIDEWALK, PATIO OR ROAD. (MINIMUM OF 2'-0' WHERE THERE ARE NO BUMPER STOPS) THE EXACT HI OF ANY 12' POP-UP THAT IS SHO WU N A SHRUB BED SHALL BE DETERMINED BY THE OWNERS REPRESENTATIVE IN THE FIELD. INSTALL THE 12" POP-UP HIGHER WHERE BLOCKED BY TALL SHRUBS. IU THE CONTRACTOR SHALL EXERCISE CARE SO AS NOT TO DAMAGE ANY EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS AND COST OF ANY DAMAGE CAUSED BY THEIR WORK. 12) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP OR AS OUTLINED IN THE WRITTEN SPECIFICATIONS. 13) ELECTRICAL SERVICE TO LOCATION OF THE CONTROLLER, WELL OR PUMP SHALL BE PROVIDED TO A JUNCTION BOX OR DISCONNECT AT THE EQUIPMENT LOCATION BY THE ELECTRICAL CONTRACTOR OR BY OWNER WHEN IT IS NOT PART OF THE BID PACKAGE. CONFIRM THE LOCATION OF THE CONTROLLER WITH THE OWNER OR GENERAL CONTRACTOR BEFORE ANY INSTALLATION. 14) IT 5HALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SCALE THE PLAN AND CHECK NOZZLE TYPES TO DETERMINE THE CORRECT SPACING OF THE HEADS. THE CONTRACTOR SHALL NOT SPACE THE HEADS FURTHER APART OR USE LESS HEADS THAN SHOWN ON THE PLAN. ANY CHANGES TO THE HEAD SPACING OR LAYOUT, WITHOUT THE CONSENT OF THE LANDSCAPE ARCHITECT OR CWVER SHALL HOLD THE IRRIGATION CONTRACTOR RESPONSIBLE FOR WARRANTY OF THE PLANTS AND OR SOD IN THESE AREA&. S) 46 HDURS BEFORE DIGGING, CALL RBOO-432-4110 (SUNSHINE STATE ONE CALL CENTER) I6) INSTALL THREE EXTRA CONTROL WIRES TO EACH TERMINATION OF THE MAIN. ALL CONTROL WIRES SHALL BE IN57ALLED INSIDE OF SCH. 40 GRAY PJC CONDUIT WHERE THEY CANNOT BE UNDER THE MAIN. DONE CHART ZONE PLANT IRRIGATION WATER PRECIP. APPLIC. ZONE MINUTES TOT, 1 PLANTSI ral MEDIUM 0.75 1.0 18 40 721 2 PLANT SI ral MEDIUM 0.75 1.0 23 40 92C 3 PLANT SI Pal MEDIUM 0.75 1.0 15 4060C 26-50 GPM•I 1/2" 4 SOD Si raI HIGH 0.75 1.5 9 60 541, POINT OF CONNECTION TO A P WATER METER AND BACKFLOW PREVENTER. REFER TO THE UTILITY PLAN FOR THE EXACT TOTAL GPM PER RUN CYCLE 65 180 2,78 THE RUN NEEDED SHALL BE PER WEEK GENERAL CONDITIONS EXPOSU WEEK TI WNTER TIMES SHOWN FOR PER WEEK. TWO SET TO FOLLOW WH EN RESTRICTED OUTLINE ONLY. AND PLANT RE AN D THE ESTABLI M ES 52 WEEKS, BASED MONTHS. THE ZONE IS RUN CYCLESPER THE CURRENT BY DAYLI GHT THE CONTRACTOR REo U IREM ENTS. SITM ENT PERIOD. ON THE RUN FOR ONE RUN WEEK ARE REQUIRED WATER MANAGEMENT SAVIN GS TI M SHALL BE RESPON THIS SHALL INCLUDE, THE TOTAL TIMES BEING TOTAL GPM PER WEEK (PEAK WEEKLY DEMAND) CYCLE AND WILL PROVIDE HALF THE TO PROVIDE THE TOTAL WEEKLY DISTRICT REGULATIONS AND E OR WATER RESTRICTIONS. TH E ZON SI BLE TO SET THE RUN TIM ES BUT NOT LTM ITED TO, SOI LTYPE, GPM REo UIRED PER YEAR WILL BE REDUCED BY SENSORS AND A REDUCED REOU PER REO REDUCED E CHART BASED ON DRAINAGE, LESS THAN WATER AMOUNT OF UIREM ENT. ALL TO ON LYONE IS PROV IDED THE SPECIFIC SLOPES, THE PEAK DEMAND DEMAND IN 5,56 WATER RUN TIM RUN TIM I AS A SITE SUN HE THE NOZZLE CHART GPM ® ®®® LEGENDUSE HUNTER MP ROTATOR NOZZLES ZONE PUNBER GPM USE MER`lMLOW HUNTER PR640 SPRAY SERIES 6" POP-UP ■ HUNTER PR540 SPRAY SERIES 12" POP-UP ® TWO HUNTER AFB ADJUSTABLE FLOOD BUBBLERS PER TREE. CLASS 200 PvC MAINLINE -2 1/2" CLASS 200 PJC LATERAL LINE- SIZE AS SHOWN UNTIL A SMALLER SIZE IS SHOD N. MINIMUM SIZE OF 3/4" (EXCEPT RISERS AND FLEX PIPE) SCH. 40 SLEEVE (MINIMUM OF 24" DEPTH AND 2 SIZES LARGER - ® ®®TREES ® ®® ® ®®WATER 26-50 GPM•I 1/2" 51 AND HIGHER GPM•2" G O THE NOZZLES LISTED SHOW THE TYPE OF MP ROTATOR NOZZLE THAT SHOULD BE USED. THE CONTRACTOR SHOULD INSTALL THE MP2000, MP3 00 OR SPECIALTY NOZZLE IN EACH HEAD AS SHOWN BY THE LETTER BESIDE THE HEAD ON THE PU1N. DO NOT USE MP1000 SERIES NOZZLES. THE GPM, DISTANCE AND ANGLE ON THE NOZZLE CHART ARE APPROXIMATE. THE CONTRACTOR SHALL ADJUST ALL NOZZLES TO PROVIDE THE 100% COVERAGE, BUT LIMIT OVERTHROW ON TO BUIIDINGS, WALLS, PAVEMENT, ETC. THE HEADS SHALLBE SPACED AS PER THE PLAN. SCALE THE PUIN FOR DISTANCE. DO NOT ASSUME THAT ALL HEADS ARE SIC EPAS PER CONVENTIONAL SPRAY HEADS. THE PRECIPITATION RATE FOR THESE NOZZLES IS LESS THAN A CONVENTIONAL SPRAY NOZZLE. FOLLOW THE ZONE CHART FOR AN APPROXIMATE RUN TIME FOR EACH ZONE, BUT SET THE RUN TIME ON THE CONTROLLER BASED ON THE SPECIFIC SITE CONDITIONS. J. SCOTT LIBERTY, LANDSCAPE ARCHITECT FLORIDA REGISTRATION NO. LA0 1416 5621 REVELWOOD LOOP. WINTER PARK FL. 321ST PHONE: 401-119-2124 FAX 401-611-6904 SR 434 �NWSC4p ApEgGDtT l/B`, u0�0147e � STATE * DF {v F(ORIDN Q � M W V J W' J O o5U N 0> CI z = J z OWE U d m pn U=LUa° (n QLu W mF_ z U W zS o 1 Q > U) N m Dp cUmo c � N Q G V 0 N L11.0 LEGENDUSE HUNTER MP ROTATOR NOZZLES • HUNTER PR640 SPRAY SERIES 6" POP-UP ■ HUNTER PR540 SPRAY SERIES 12" POP-UP ® TWO HUNTER AFB ADJUSTABLE FLOOD BUBBLERS PER TREE. CLASS 200 PvC MAINLINE -2 1/2" CLASS 200 PJC LATERAL LINE- SIZE AS SHOWN UNTIL A SMALLER SIZE IS SHOD N. MINIMUM SIZE OF 3/4" (EXCEPT RISERS AND FLEX PIPE) SCH. 40 SLEEVE (MINIMUM OF 24" DEPTH AND 2 SIZES LARGER - THAN THE PIPE SIZE OR AS LABELED ON THE PLAN) HUNTER ICV ELECTRIC VALVE. SIZE AS SHOWAN BELOW. INSTALL VALVE IN A 11"XI l" VALVE BOX AND COVER 0-25 GPM -P 26-50 GPM•I 1/2" 51 AND HIGHER GPM•2" G O CONTROLLER- HUNTER I -CORE SERIES 12 STATION. WHERE SHOWN ON THE PLAN. INSTALL WI7H A HUNTER MINI-CLIK RAIN SENSOR. GROUND WITH A MINIMUM B' COPPER CLAD ROD. SLEEVE 70 AS REQUIRED. POINT OF CONNECTION TO A P WATER METER AND BACKFLOW PREVENTER. REFER TO THE UTILITY PLAN FOR THE EXACT LOCATION AND DETAILS. SR 434 �NWSC4p ApEgGDtT l/B`, u0�0147e � STATE * DF {v F(ORIDN Q � M W V J W' J O o5U N 0> CI z = J z OWE U d m pn U=LUa° (n QLu W mF_ z U W zS o 1 Q > U) N m Dp cUmo c � N Q G V 0 N L11.0 SITE LIGHT FIXTURE SCHEDULE 2017.029 AJB/BLS approved by project number REVISION SCHEDULE 0 DATE IAMP FIXTURE MARK DESCRIPTION MANUFACTURER MODEL VOLTS WATTS QTY WATiS MODEL (2) LED FULL CUT-OFF SHOEBOX AREA LUMINAIRE WBH ALUMINUM SEA HOUSING. MOUNTED 18'-0'AFG ON 25'-0' DIRECT BURIAL GAROLD ECF-S-32L-1A-MN-G2-AR-4-208-CM30-F2-BK 208 1 1D6 LED 106 CONCRETE POLE. - TYPE 4 DISTRIBEAION & 30% MEDIAN DIMMING (1) LED FULL CUT-OFF SHOEBOX AREA LUMINAIRE WBH ALUMINUM SLB HOUSING. MOUNTED 18'-0°AFG ON 25'-0° DIRECT BURIAL GARDCO ECF-S-32L-tA-WW-G2-AR-2-2DB-CM30-F2-BK 208 1 106 LED 106 CONCRETE POLE. - TYPE 2 DISTRIBUTION & 30% MEDIAN DIMMING SLC LED 42' ILLUMINATED BOLLARD GARDCO BRM830-CWL-NW-180-UNN-BLP 120 1 31 LED 31 (1) LED FULL CUT-OFF SHOEBOX AREA LUMINAIRE WBH ALUMINUM SLD HOUSING. MOUNTED 18'-0°AFG ON 25'-0° DIRECT BURIAL GARDCO ECF-S-32L-1A-MW-G2-AR-3-208-CM30-F2-BK 208 1 106 LED 106 CONCRETE POLE. - TYPE 3 DISTRIBUTION & 30% MEDIAN DIMMING NOTES: DIVISION 16 CONTRACTOR SHALL VERIFY ALL FIXTURE TYPES AND FINISHES WITH OWNER PRIOR TO ORDERING. J • (D SLB 10 A - GENERAL NOTES: A. DO NOT SCALE ELECTRICAL DRAWING FOR ANY DIMENSIONS. B. ALL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE, NATIONAL, STATE AND LOCAL CODES. PROVIDE GROUNDING AND BONDING PER NEC 250. C. SEE SINGLE LINE DIAGRAM FOR FEEDER WIRE AND CONDUIT SIZE. ALL CIRCUITS NOT SIZED ON DRAWING SHALL BE INSTALLED TO MEET MINIMUM SIZE REQUIRED BY NEC. ALL CONDUCTORS SHALL HAVE AN EQUIPMENT GROUND WIRE SIZED PER NEC. D. FIELD VERIFY EXACT LOCATION OF ALL DEVICES AND EQUIPMENT PRIOR TO ROUGH IN. E. COORDINATE ALL SITE WORK WITH STARBUCKS REPRESENTATIVE PRIOR TO ROUGH -IN. PROVIDE ALL CONDUIT, PULL BOXES, ETC. AS REQUIRED FOR A COMPLETE INSTALLATION. SITE PLAN - ELECTRICAL J Scale. VIEWED` REFERENCE NOTES: O O CONNECT CIRCUIT VIA LIGHTING CONTACTOR 'LC1' FOR AUTOMATIC CONTROL OF EXTERIOR LIGHT FIXTURES. O COORDINATE TRANSFORMER LOCATION AND ALL SERVICE REQUIREMENTS WITH LOCAL UTILTIY PROVIDER PRIOR TO ROUGH -IN. O PROVIDE (1) 2°C. FOR INCOMING TELEPHONE/CAN SERVICE. COORDINATE TERMINATION LOCATION AND ALL REQUIREMENTS WBH LOCAL UTILITY PROVIDER PRIOR TO ROUGH -IN. ® PROVIDE (1) I -C. (EMPTY WITH PULLSTRING) FROM MENU BOARD TO PANEL 'A'. COORDINATE LOCATION AND REQUIREMENTS WITH STARBUCKS DRAWINGS AND CIVIL CONTRACTOR PRIOR TO ROUGH -IN. OS PROVIDE (2) 1"C. (EMPTY WITH PULLSTRING) FROM OCS/SPEAKER BOARD TO ABOVE ACCESSIBLE CEILING SPACE AT REAR OF BUILDING. COORDINATE LOCATION AND REQUIREMENTS WBH STARBUCKS DRAWINGS AND CIVIL CONTRACTOR PRIOR TO ROUGH -IN. © PROVIDE (1) 1'C. (EMPTY WITH PULLSTRING) FROM ALL DIRECTIONAL SIGNS TO PANEL 'A'. COORDINATE LOCATION AND REQUIREMENTS WITH STARBUCKS DRAWINGS AND CIVIL CONTRACTOR PRIOR TO ROUGH -IN. O PROVIDE (1) 1"C. (EMPTY WITH PULLSTRING) FROM DETECTOR LOOP TO ABOVE ACCESSIBLE CEILING SPACE AT REAR OF BUILDING. COORDINATE LOCATION AND REQUIREMENTS WRH STARBUCKS DRAWINGS AND CIVIL CONTRACTOR PRIOR TO ROUGH -IN. ® PROVIDE (1) 1°C. (EMPTY WITH PULLSTRING) FROM PRE -ORDER MENU BOARD TO PANEL 'A'. COORDINATE LOCATION AND REQUIREMENTS WITH STARBUCKS DRAWINGS AND CIVIL CONTRACTOR PRIOR TO ROUGH -IN. O9 PROVIDE (1) 1"C. (EMPTY WITH PULLSTRING) FROM SPEAKER LOCATION TO PANEL 'A'. COORDINATE LOCATION AND REQUIREMENTS WITH STARBUCKS DRAWINGS AND CIVIL CONTRACTOR PRIOR TO ROUGH -IN. 1D PROVIDE (3) 1"C. (EMPTY WITH PULLSTRING) FROM ABOVE ACCESSIBLE CEILING TO EXTERIOR OF BUILDING FOR FUTURE. COORDINATE TERMINATION LOCATION AND REQUIREMENTS STARBUCKS DRAWINGS AND CIVIL CONTRACTOR PRIOR TO ROUGH -IN. 11 PROVIDE (1) 1°C. (EMPTY WITH PULLSTRING) FROM SIGN LOCATION TO PANEL 'A'. COORDINATE LOCATION AND REQUIREMENTS WITH STARBUCKS DRAWINGS AND CIVIL CONTRACTOR PRIOR TO ROUGH -IN. 12 PROVIDE (1) 1-1/2"C. (EMPTY WITH PULLSTRING) FROM DIGITAL CONTROL BOX (DCB) TO PANEL 'A'. COORDINATE LOCATION AND REQUIREMENTS WITH STARBUCKS DRAWINGS AND CIVIL CONTRACTOR PRIOR TO ROUGH -IN. STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 STARBUCKS SR 434 & Tuskawilla Road Winter Springs, Florida PERMIT SET 02-16-18 SMB/MJR issue date drawn by 2017.029 AJB/BLS approved by project number REVISION SCHEDULE 0 DATE DESCRIPTION SITE PLAN ELECTRICAL E1.1 sheet number FIT" ARIH�TEITTHUERAFPNI'Al FER.IF�TED.IUI TO THE FEET OF THE ARITH TET' KNo"D'E THEFE PLANE AND EPEADICATIONE JLC 18 oU12 00 Joseph. Lawrence & Co Consulting Entlineenc BHMARCHITECTURE,INC. MAIL ONLY: 478 E ALTAMONTE DR., urn azna SUITE 108 PMB 264FIT 1211124411 Blake Lawrence SLddeN ALTAMONTE SPRINGS, FL 32701-4622 P.E. # 69060 11x1.21711 PHONE: 407.333.2005 LICENSE#AAC000233 a I ®®®® L 4 AV a SITE PLAN - PHOTOMETRICS i J Scale. VIEWED` 1.9 B 24 TT IS '2.1 1.8 '1.4 'To �p,9 CH 1 49 '1.2 '12 'IE '27 'Js 'as os Jb 1.7 as - . D2 62 'I'a7 1, '1} -SEA ��/ 9 A I '1.9 '12 P2 'a9 \\\ .o '4.1 's2 'ae 'Le '12 e '1.7 'L0 .._ e Ua '47 16 '39 33 3.5 '40 7 FIT. ARIH TE 'TURE NO F P Do IT F TED Ey '. To THE F E ET OF THE AR, TET _ DO THEFE PLANE AND EPEADICATIONE JLC 18 OU12 00 Joaepil. Lawrence c Co Consulting EnJneenc BHMARCHITECTURE,INC. MAIL ONLY: 478 E ALTAMONTE DR., uT4 azna SUITE 108 PMB 264FIT III 1114411 BlakeLawrence SLddeN ALTAMONTE SPRINGS, FL 32701-4622 P.E. # 69060 1111x1711 PHONE: 407.333.2005 LICENSE#AAC000233 SLBY .' i.0 - 2 '15 MH=12�-0"A G, TY ..2. 22 13 25 31 29 1 MH=18�—D"AFG, 1.1 14 '16 '12 NP. '2 � '1.] 1' . 6 . 2 T12 25 21 '15 11 T22 P" SLA '49 i.5 '99 33 '20 ®'12 {,.A 2 B 8 2s II '23 i 2 '1.2 '12 'I] '27 17 '40 T.6 '24 15 '1a P7 7 '23 -I6 � 'ID A"& '15 '2.0 '23 '24 13 '19 '13 '1,Q JQ8 � • '13 B S .5IJs '12 'i.4 '1,4 '14 '14 '1a 1,1 1, J • 15 os .21'12 2.6 '14 1A '14 '14 'u 12 a SITE PLAN - PHOTOMETRICS i J Scale. VIEWED` 1.9 B 24 TT IS '2.1 1.8 '1.4 'To �p,9 CH 1 49 '1.2 '12 'IE '27 2.4 '1.5 ,I9 OA 0.6 �F' ", F3 LA ,18 '3.1 - B 4 -13 -1.6 fi -13 .22 ®SLC 95 11 -36 1SLC 6 44 19 USLC SLB @®@ 1, '1} -SEA ��/ '37 A I '1.9 '12 P2 'a9 SLC '14 � 3,e 52 '4.1 's2 'ae 'Le '12 e '1.7 'L0 .._ e Ua '47 16 '39 33 3.5 '40 '4.0 '34 '24 'IS '1.0 FIT. ARIH TE 'TURE NO F P Do IT F TED Ey '. To THE F E ET OF THE AR, TET _ DO THEFE PLANE AND EPEADICATIONE JLC 18 OU12 00 Joaepil. Lawrence c Co Consulting EnJneenc BHMARCHITECTURE,INC. MAIL ONLY: 478 E ALTAMONTE DR., uT4 azna SUITE 108 PMB 264FIT III 1114411 BlakeLawrence SLddeN ALTAMONTE SPRINGS, FL 32701-4622 P.E. # 69060 1111x1711 PHONE: 407.333.2005 LICENSE#AAC000233 --T6— 1i-1 STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206)318-1575 STARBUCKS SR 434 & Tuskawilla Road Winter Springs, Florida PERMIT SET 02-16-18 SMB/MJR issue date drawn by 2017.029 AJB/BLS approved by project number REVISION SCHEDULE 0 DATE DESCRIPTION SITE PLAN E1.2 PHOTOMETRICS sheet number FIT. ARIH TE 'TURE NO F P Do IT F TED Ey '. To THE F E ET OF THE AR, TET _ DO THEFE PLANE AND EPEADICATIONE JLC 18 OU12 00 Joaepil. Lawrence c Co Consulting EnJneenc BHMARCHITECTURE,INC. MAIL ONLY: 478 E ALTAMONTE DR., uT4 azna SUITE 108 PMB 264FIT III 1114411 BlakeLawrence SLddeN ALTAMONTE SPRINGS, FL 32701-4622 P.E. # 69060 1111x1711 PHONE: 407.333.2005 LICENSE#AAC000233 A STS MES RCP �\ \\\ LEGEND TREE REMOVAL -ALL LOTS (1-4) SIZE TREES REN40VED CREDIT I TREE TOTAL CREDITS 4" TO 8" 155 1 155 91 TO 11" 73 2 146 12 TO 15" 35 3 105 16" TO 24" 14 4 56 25" 1 5 5 34" 1 8 8 TOTALTREES 279 TOTAL CREDITS 475 PROPOSED TREES - PHASE 1 (SEE SHEET 1-1.0) SPECIES MIN. REQ. PROPOSED TREES CREDITS I TREE TOTAL CREDITS ELM 5" CAL, 16HT 4 1 4 LIVE OAK 6" CAL, 16' HT 1 2 2 CABBAGE PALK1 10' HT 13 2 26 CRAPE MYRTLE 30 GAL, 8' HT 7 1 7 DAHOON HOLLY 30 GAL, 10' HT 4 2 8 TOTALTREES ®, TOTAL CREDITS 47 TOTAL REMAINING MITIGATION CREDITS - FUTURE LOTS TOTAL REQUIRED FUTURE REMOVED TOTAL PROPOSED MITIGATION 475 47 428 W i Dvv II I GT ds p fY✓ H � m ��t� � }} ERHa ©1 6 a ' acs opw CAMPHOR (UNLESS OTHERWISE STATED) ALOL TREES ON SITE TO BE REMOVED UNDER THIS CURRENT PROJECT PHASE „"M FOR A MASS CLEARING EFFORT. THE PROPOSED TREE CREDITS SHOWN ON p - CYPRESS TREE THE LANDSCAPE PLAN, SHEET L1.0, WILL BE SUBTRACTED FROM THE RUNNING 5� popr'� TOTAL OF CREDITS. EACH NEW PROJECT PHASE WILL BE SUBTRACTED FROM ¢ =�pLp�ELL PALM TREE THE TOTAL UNTIL THE FINAL PHASE, WHERE ANY DEFICIT IN TREE CREDITS TpEE°�J° p WILL BE MITIGATED PER CITY OF WINTER SPRINGS LAND DEVELOPMENT CODE. C) OAK TREE I to°° Lu O' PINE TREE ®, c� \ Dvv II I GT ds p fY✓ H � m ��t� � }} ERHa ©1 6 a ' acs " o(" pm)" d o I, 0 0' I ®, c� \ c6a SCS ( U 6 c / c➢ol V111 Q 308.12' (F) 4 6WF 4VV I I Ib� n TREES PREVIOUSLY 77' (F P l6" GG'!t V` � I oe o� ✓ I ®T� P ---X38-78' (F)-138.Z8'(F)(M) 136.42'MA2' (F) _LL 100 ©�V �e P 61N0 61Pd� P CURVE (F) .. --- = 967'- EXISTING' VJ LINE �._� 308.12(F)� N38°43'16"W583. 2'(F)1M) Nair_l LCi'W.,.. �-:.:•. -- -- -- �"'R- �NSR�1�56D"T"F -- CURVE (F) " T— �oNc swK X25_023 \\\: _ 00°56 7905 47 c R_ _ ---I — L - - 34 CH=3564 `W}•l� �J14.D0' �P(fVllCB=N83�I5'D4"E - _ E/P _ S R 434 (SANFORD - OVIEDO ROAD) II — ---- -- -- - - - - �� - '; ON J Tin PFR 7D F� _ – — rn`b v�='—.n_ R 'C ANO 77 6, - _ - -S.R. -4341SA-WORD--OVIEDG-ROAD) Q w M Lu V J Q_' J O . � iy 0 C7 z 2 _j z d a BE EE U) Lu H a Y U) d W W BE H z _jz Y =� m U BE U Q � H 0 e 4 C11.0