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HomeMy WebLinkAbout2014 07 28 Public Hearing 504 Central Winds Retail Final Engineering/Aesthetic Review/Special ExceptionCOMMISSION AGENDA ITEM 504 REQUEST: Informational Consent Public Hearings X Regular July 28, 2014 KS RS Regular Meeting City Manager Department The Community Development Department — Planning Division requests that the Planning & Zoning Board consider: 1) Final Engineering Plan, 2) Aesthetic Review, and 3) four Special Exception requests to the Town Center District Code for Central Winds Retail center, a 4,400 square foot building with a Pinch a Penny pool supply store and associated retail use located on the northeast corner of the intersection of State Road 434 and Central Winds Parkway. SYNOPSIS: The applicant is requesting approval of a Final Engineering Plan, Aesthetic Review, and four Special Exception requests for a 4,400 square foot retail center with a Pinch a Penny pool supply store and associated retail use. The property is a pie- shaped lot that is approximately 0.73 acres in size and is located in the T3 (Suburban Zone) of the Town Center. The Town Center District Code considers this property as an irregular shaped lot. In 2008, the City Commission approved the Final Engineering Plan and Aesthetic Review subject to several items being resolved. Since then, the Final Engineering Plan and Aesthetic Review approvals have expired and the applicant has petitioned the City Commission for re- approval. CONSIDERATIONS: APPLICANT AND PROPERTY INFORMATION: . Applicant name and address and authorized representative: Roy Pugsley, 170 Tuskawilla Road, Winter Springs, FL 32708 Public Hearings 504 PAGE 1 OF 7 - July 28, 2014 . Property owner's name(s): Roy & Deborah Pugsley . Property addresses: No address issued . Property Parcel ID numbers: 26- 20- 30- 5AR- OD00 -018B . Current FLUM Designations: Town Center . Current Zoning Designations: Town Center T3 (Suburban Zone) . Previously Approved Development permits such as conditional use, waiver, or variance (if any): Conceptual Plan approval - May 14, 2007, Aesthetic Review approval - September 22, 2008, Final Engineering Plan approval - September 22, 2008 . Development Agreements (if any): No known Development Agreements . Pending Code Enforcement Actions (if any): No known pending Code Enforcement actions . City Liens (if any): No known liens APPLICABLE LAW, PUBLIC POLICY, AND EVENTS City of Winter Springs Comprehensive Plan Winter Springs Town Center District Code Winter Springs Town Center District Code, Section 20 -323 - Permitted Uses, Section 20- 324 (8)(c), Section 20 -325 (b) Winter Springs Code of Ordinances, Chapter 9, Article XII - Minimum Community Appearance and Aesthetic Review Standards, DISCUSSION: Final Engineering Plan The Final Engineering Plan proposes the construction of a 4,400 square foot pool supply store and associated retail space on a 0.73 acre parcel located on the northeast corner of the intersection of State Road 434 and Central Winds Parkway. The City Commission approved a Final Engineering Plan in 2008 but the project was not constructed. The approval has since expired. A total of 15 parking spaces are proposed on site to accommodate both the pool supply store and associated retail use that is proposed. Vehicular access to the site will be provided via Central Winds Park Boulevard. This access point will terminate into the parking area. A stormwater retention pond is proposed along the southern portion of the site, and in the northwestern corner of the site. A continuous opaque hedge will be provided to shield the retention pond from view along the State Road 434 and Central Winds Park Boulevard frontages. There are existing sidewalks located along the State Road 434 and Central Winds Parkway frontages. A 6 -foot wide sidewalk will be constructed along the western portion of the Central Winds Park Boulevard frontage in accordance with the requirements of the Town Center District Code. The site has been designed in accordance with all applicable requirements of the Town Center District Code, except those where Special Exceptions are being requested. The Special Exception requests are those requests necessary to accommodate a previously Public Hearings 504 PAGE 2 OF 7 - July 28, 2014 approved facility on a difficult, triangular shaped lot. Aesthetic Review The attached Aesthetic Review package includes all of the submittal requirements for aesthetic reviews as set forth in Section 9 -600 through 9 -607 and include the following: (a) a site plan; (b) elevations illustrating all sides of structures facing public streets or spaces; (c) illustrations of all walls, fences, and other accessory structures and the indication of height and their associated materials; (d) elevation of proposed exterior permanent signs or other constructed elements other than habitable space, if any; (e) illustrations of materials, texture, and colors to be used on all buildings, accessory structures, exterior signs; and (f) other architectural and engineering data as may be required. The procedures for review and approval are set forth in Section 9- 603. The City Commission may approve, approve with conditions, or disapprove the application only after consideration of whether the following criteria have been satisfied: (1) The plans and specifications of the proposed project indicate that the setting, landscaping, proportions, materials, colors, textures, scale, unity, balance, rhythm, contrast, and simplicity are coordinated in a harmonious manner relevant to the particular proposal, surrounding area and cultural character of the community. The project is located on the northeast corner of the intersection of State Road 434 and Central Winds Parkway. The design of the proposed building includes architectural design elements such as stone veneer, awnings, stucco, and parapets. An expression line is provided around the perimeter of the proposed building to help break up blank expanses on the fagade. The applicant worked with staff in providing additional parapets to bring architectural variation and height into the design of the building. This treatment adds to the quality of the proposed building. Staff feels that this project incorporates certain quality design elements that are promoted in the Town Center District Code and Citywide. The architecture is complementary to the diverse styles of architecture that have been provided in the Town Center. (2) The plans for the proposed project are in harmony with any future development which has been formally approved by the City within the surrounding area. The design of the proposed building is characteristic of the architecture that is mandated in the Architectural Guidelines section of the Town Center District Code as related to the "T3" transect overlay. (3) The plans for the proposed project are not excessively similar or dissimilar to any other building, structure or sign which is either fully constructed, permitted but not fully constructed, or included on the same permit application, and facing upon the same or intersecting street within five hundred (500) feet of the proposed site, with respect to one or more of the following features of exterior design and appearance: A. Front or side elevations, B. Size and arrangement of elevation facing the street, including reverse arrangement, C. Other significant features of design such as, but not limited to: materials, roof line, hardscape improvements, and height or design elements. The proposed building is designed to contribute to the quality architectural styles that Public Hearings 504 PAGE 3 OF 7 - July 28, 2014 are typical of the Town Center and the surrounding area. This project represents a positive addition to the City of Winter Springs. Significant design features include a stone veneer, awnings, stucco, parapets, and an expression line around the perimeter of the proposed building to help break up blank expanses on the facade. (4) The plans for the proposed project are in harmony with, or significantly enhance, the established character of other buildings, structures or signs in the surrounding area with respect to architectural specifications and design features deemed significant based upon commonly accepted architectural principles of the local community. The proposed project enhances the character and overall aesthetics of the Town Center and the surrounding area. The Town Center is comprised of diverse architectural styles and, therefore, the proposed project represents a positive addition to this area along the western edge of the Town Center. (5) The proposed project is consistent and compatible with the intent and purpose of this Article, the Comprehensive Plan for Winter Springs, design criteria adopted by the city (e.g. Town Center guidelines, SR 434 design specifications) and other applicable federal state or local laws. The proposed project is consistent and compatible with the Comprehensive Plan and the Architectural Guidelines section of the Town Center District Code. The final architectural plans will be reviewed for compliance with all building code criteria. (6) The proposed project has incorporated significant architectural enhancements such as concrete masonry units with stucco, marble, termite - resistant wood, wrought iron, brick, columns and piers, porches, arches, fountains, planting areas, display windows, and other distinctive design detailing and promoting the character of the community. The project has incorporated a number of features such as a stone veneer, awnings, stucco, and parapets. An expression line is provided around the perimeter of the proposed building to help break up blank expanses on the facade. The applicant worked with staff in providing additional parapets to bring architectural variation and additional facade height into the design of the building. This treatment adds to the quality of the proposed building. The project provides distinctive design details that promote the character of the Town Center community. Special Exception Requests In addition, four Special Exceptions from the Town Center District Code are being requested. In granting a Special Exception, 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. Special limitations apply to large footprint buildings (greater than twenty thousand (20,000) square feet); see subsection 20- 324(9) for these limitations. Public Hearings 504 PAGE 4 OF 7 - July 28, 2014 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 neighborhood or property. (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. 1. Section 20 -323 — Permitted Uses. The Town Center District Code permits swimming pool sales, service and supply stores by Special Exception due to the potential of the use and storage of toxic chemicals on site. According to the applicant, only chemicals will be used or stored on site such as those that are typically found in a pool supply store. Liquid chlorine will be stored on -site in a 1,500 gallon storage tank. A maximum of 200 pounds of solid chlorine will be stored on site. Staff supports this Special Exception request as the proposed use will not utilize no more or less toxic and /or hazardous chemicals on site other than those that are used in a typical pool supply store. 2. Section 20 -324 (8)(c) — Off - street parking lot placement. This provision of the Town Center District Code requires off - street parking to be setback at least 50 -feet from the property line along the main street to accommodate liner buildings. The parking area encroaches into the 50 -foot setback along the State Road 434 and Central Winds Parkway frontages. The small size and the pie- shaped geography of the site will not permit the parking area to be constructed 50 -feet from the property lines along the main streets. Additionally, the constraints of the site will not permit the construction of liner buildings to shield the parking area from view. Staff supports a Special Exception to permit the parking area to encroach into the required 50 -foot parking setback due to the constraints of the site, which will not logically permit design of this site in accordance with this provision of the Town Center District Code. 3. Section 20 -325 (b) — Transect Standards T3 (Suburban Zone), Lot Coverage (building footprint). Public Hearings 504 PAGE 5 OF 7 - July 28, 2014 The T3 district permits a maximum building footprint of 4,000 square feet. The applicant is proposing to construct a pool supply and retail store in a one - story 4,400 square foot building. The Final Engineering Plan that was approved in 2008 was for a 4,232 square foot building. The building that is currently proposed is 4,440 square feet, or 168 square feet larger than the building that was approved in 2008. In the version of the Town Center District Code that was in use in 2008, there was no maximum building footprint requirement, thus the applicant proposed, and obtained approval for the 4,232 square foot building. In keeping with the previous proposal, the applicant is proposing a building that is only 168 square feet larger than the previously approved building. The proposed building will be split between a pool supply store and a future retail use. Staff supports a Special Exception to permit a building with a footprint that exceeds the maximum allowable square footage of 4,000 square feet by 400 square feet in area to be consistent with the size of building that was approved in 2008. 4. Section 20 -325 (b) — Transect Standards T3 (Suburban Zone), Principle building setbacks from front property line. The property has three frontages, one on State Road 434, one on Central Winds Parkway, and one on Central Winds Park Boulevard. According to T3 (Suburban Zone) standards, the building is required to be setback at least 10- feet from each of these frontages as they are all considered front property lines. A 4.88 -foot front setback is provided on the Central Winds Parkway frontage, and a one (1') front setback is provided on the portion of the State Road 434 frontage adjacent to the intersection of State Road 434 and Central Winds Parkway. Staff supports a Special Exception for the setback reductions for the front setback due to the constraints of the site, which will not logically permit design of this site in accordance with this provision of the Town Center District Code. In addition, placement of the building at the corner of State Road 434 and Central Winds Parkway fulfills the Town Center District Code requirement of having commercial buildings up to the street with parking behind the building. The T3 zone requires a minimum of 40- percent of frontage buildout at the setbacks. Moreover, the Town Center District Code permits irregular shaped lots to vary from the frontage buildout upon recommendation of the Development Review Committee (DRC) without a Special Exception request. Staff recommends variation of the required frontage buildout due to the property being an irregularly shaped lot with multiple design constraints. In evaluation of the four Special Exception requests above, it appears each request satisfies the five specific criteria required for Special Exceptions in the administration section of the Town Center District Code. FISCAL IMPACT: The construction of the pool supply and retail store will add commercial taxable value to the City's tax rolls. According to the Seminole County Property Appraiser, the current value of the unimproved property is $158,995. According to the applicant, the value of the building is anticipated to be approximately $500,000. At such time the project is constructed, property taxes will be assed utilizing the Cost/Market approach. According to Public Hearings 504 PAGE 6 OF 7 - July 28, 2014 information provided by the applicant, the pool supply store will not generate new jobs as employees will relocate from the current location in the Town Center. Two (2) new jobs are projected to be created in the second year by the retail component of the center. Please see the attached Excel spreadsheet for more information. 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 five (5) 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. A yellow sign has been posted on the property noting the date and time of the public hearing. RECOMMENDATION: Staff recommends the City Commission approve: 1) Final Engineering Plan, 2) Aesthetic Review, and 3) four Special Exception requests to the Town Center District Code for Central Winds Retail center, a 4,400 square foot building with a Pinch a Penny pool supply store and associated retail use. ATTACHMENTS: A. Final Engineering Plan B. Architectural Renderings - Central Winds Retail C. Fiscal Impact Analysis - Central Winds Retail Public Hearings 504 PAGE 7 OF 7 - July 28, 2014 CENTRAL WINDS RETAIL City of Winter Springs 170 TUSKAWILLA ROAD WINTER SPRINGS, FLORIDA 32708 FINAL ENGINEERING PLANS CONSULTANTS INDEX Landscape Architect Civil Engineering & Surveying Todd Bonnett KLIMA -WEEKS CIVIL ENGINEERING, INC. BONNETT DESIGN GROUP, LLC 385 Douglas Avenue Suite 2100 151 Circle Drive Altamonte Springs, FL 32714 Maitland, FL 32751 PH: (407) 478 -8750 PH: (407) 622 -1588 Architectural Engineer Bill Starmer STARMER RANALDI PLANNING & ARCHITECTURE 820 W. BROADWAY STREET, STE. 3000 OVIEDO, FL 32701 PH: (407) 977 -1080 FX: (407) 977 -1019 VICINITY MAP Winter Springs, FL 32708 araucx. o�ggg GA"'„, EL � —- - ansM SITE 9 uon Way Cu Hnim9e PaM1 Stn 41 4 � �� C \\ \ �a Pva peTA � \� a4 w 4aKS 0� hie � a \41� h G£ eFTd r. ozom p q. _ rvgvtFW�o `, nes North PROJECT DESCRIPTION PINCH -A -PENNY PARCEL NO 26 -20 30 — GDOO 018B 11 CINE1 11 LOT LEGAL DESCRIPTION 0,4 R(O A1E FOAD NOID4D9J, ACCCORDING TOFFLOFNA DEPAFTMENiAOF oFANSPORTATSON FIGNa OF SEINE ON 'HE SE OUaNENLGV 'HE FIGHT -OF -WAY NE OF ORMEF STATE ROAD N0. 4 77071-267 DATED t2W0/1EF.. THENCE NORTH 835023" EAST ALONG 'HE SOUTHERLY RIGHT -OF -WAV LINE A DI5IANCE 0 1277.9 FEE TO THE POINT OF C FV TURE OF A ION IF _ V. N A RADIUS OF FEET FEET AND A CE RAL NDC ANGLE O 724759, THENCE FROM A CHORD FE SRN OF 50 TH 594537' EAIT ALONG THE ARC THENCE ECURVE A DISTANCE OF 142 62 FEET TO THE POINT OFN TAN GENCV ON THE WESTERLY RIGHT FEET WAV LINE OF SOFBERMERUST THE ROAD CONTINUE DUN ROAD N0. 419): THENCE SOUTH 23'21'38' EAST ALONG SAID WESTERLY RIGHT -OF -WAY LINE A DISTANCE OF 531.88 FEET TO THE POINT OF BEGINNING THENCE STERLY E SOUTH 23'21'38" EAST ALONG SAID WESTERLY RIGHT -OF -WAY LINE A DISTANCE OF 353.30 FEET TO THE SOUTHERLY LINE OF SAID LOT 18; THENCE DEPARTING SAID WESTERLY RIGHT -OF -WAY LINE SOUTH 84'09'41" WEST ALONG SAID SOUTHERLY LINE A DISTANCE OF 16.14 FEET TO A POINT ON A NON- TANGENT CURVE, CONCAVE SOUTHWESTERLY, HAVING A 'AD 281 SO0 FEET, A CENTRAL AGLE OF 06'10'05" AND BEING ON THE NORTHERLY RIGHT -OF -WAV LINE OF A PORTION OF 1A111L 11' STATE ROAD NO 434, ACCORDING TO SAID RIGHT OF WAY MAP AN OFFICIAL RECORDS ROOK 2784. PAGES 1199 AND 1200 OF THE PUBLIC RECORDS OF SEMI NNE COUNTY, FLORIDA: THENCE FROM A CHORD BEARING OF NORTH 5014'39" WEST RUN ALONG THE ARC OF SAID CURVE AND SAID NORTHERLY RIGHT -OF -WAV LINE DISTANCE OF 303.04 FEET TO A NON- RADIAL LINE ON SAID NORTHERLY RIGHT-OF-AC LINE: THENCE NORTH 08'1813" WEST ALONG SAID NON- RADIAL LINE A DISTANCE OF 48.00 FEET TO A POINT ON A NON- TANGENT CURVE I 'NAIVE III III AITI Nl� '14A1TN,1,NA'CAD 1.1 AlIC221 A . ... A CENTRAL AN "" ANA IN El GTI, EF N IT 1. IS AI I I I FAIL IR ETIANNAY I, N112 1 1, A PILL ` A GET 11A .1 IT AT, LOAD NO "A FAIR NEAR NG .1 NORTH 13AIT 12IN L A, G, A FEET TTT'11 1ACT'Al' TANCENCY BEGINNING. ON SAID SOUTHERLY RIGHT -OF -WAV LINE, THENCE NORTH 663822 EAST ALONG SAID SOUTHERLY RIGHT -OF -WAY LINE A DISTANCE OF 2574 FEET TO THE POINT OF CONTAINING 0 73 AGRES (31,934 SQUARE FEET) MORE OF LESS. 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ILUM To CORPL, wlnl THE re ui e ,s wneu awwe wccm IILTEP rrereie SWINTHEIR SALE M­ c) oPl @ \ J 59 J W �¢ (n F J ? 4, Row Q Z E Z U Z a En z � C J o Z W () C �, o PLnre W Z C w w olloll TEMPORARYGRAVEL CONSTRUCTION ENTRANCE DETAIL 0TFE ENTRANCE TA PVBLryc EELST`HF L BUVnsuSANE1 SIS AI TA LISP 300° APPAOU1 —ISENT TAPE .1 — n1N111D IIEIFIn'ION 01 1M1 N �IO S£CNS OF FDOT M1THDD= 10 MADDTL�TT 11—F TD DP=ID NEDD�DTD 1 <,IOreT C 100 \ M1 / e NCO NPl ht d C I I CJ 1 ( � ® O 18" RCP Fo STOP BAR 0� CQ1 Q COQ \ �V-L\ : CRAPH]C SCALE LEGEND AoPAAETEAND PAVEMENT PAVEUEN 6 THICK CONCRETE PAU A \ 'k \ v ;" 6� v M 0FF1CF RFT_41L � 4400 SF ,\ \ TA) F-48 No EDGE OF PAVEMENT /2 CURB — S.R. 434 wwTE STRIPE n� EDGE OF PAVEMENT 6' CONCRETE SWALE EDGE OF PAVEMENT <_ =3- -o- EDGE OF PAVEMENT/2' CURB 5' CONCRETE SIDEWALK SITE DATA TABLE PARCEL IF 26- 20- 30- 5AR -OD00 -0189 OWNER: n ROY & DEBORAH PUGELY LJJ Z_ ZONING: /�/� E J T -C TOWN CENTER - T3 (SUBURBAN ZONE) AMR ALL NENMTI NEFFFIER F,, EPDXY., FUTURE LAND USE L a AN°ioR`oEAORp °"ROM'NECOID° T -C: TOWN CENTER DISTRICT w P- w EXISTING SITE SETBACKS OF ALL NDF HET IEEI CIOCEILI T AT— Naco� T E NsTRNCnON iNCLUOeo w This 11 ALL COX. TO LI'D A MINIMUM OF THIEE (1) K Q GEOGRAPHIC BUILDING REQUIRED PROVIDED LOCATION: LOCATION: (IN FEET): (IN FEET): NORTH FRONT 10' 4.88' EAST FRONT 10' 74.37 SOUTHWEST FRONT 10' 10.00' WEST FRONT 10, 1.00" EXISTING SITE AREA 5F AC % TOTAL PROPERTY SIZE 31,972.69 0.73 100.00 IMPERVIOUS. NIOIDED 11 HE IIMT .. T" AT THE PRE - MAT10CioM EEFINC. SDENCI r BUILDING: 4 400.00 0.10 13.76 CONCRETE: 184000 0.04 5.76 ASPHALT IMPERVIOUS 8.444 00 0 19 14783.00 0.34 26 41 46.24 PERVIOUS: 17190.00 0.39 53.77 F A.R.: 4,400.00 SF/31,97269 SF (0.73 AC) = 0.14 SURROUNDING ZONING: NORTH T -C TOWN CENTER EAST T -C TOWN CENTER SOUTH T -C TOWN CENTER WEST C -1 GENERAL COMMERCIAL SURROUNDING FUTURE LAND USE NORTH T -C TOWN CENTER DISTRICT EAST T -C TOW CENTER DISTRICT SOUTH T -C TOW CENTER DISTRICT f Klfma Weeks W 5T M -U MIXED USE — A RROUNDING SOILS TYPE % SLOPE J ASTATULA- APOPKA FINE SANDS - TAVARES MILHOPPER FINE SANDS 0 -5% BUILDING TYPE: FBC TYPE II -B n BUILDING HEIGHT: 1 fi -0" LJJ Z_ PARKING SPACE DATA /�/� E J PER CITY OF WINTER SPRINGS CODE 20- 324(8), Q AMR ALL NENMTI NEFFFIER F,, EPDXY., OFF- STREET PARKING REQUIREMENTS L a AN°ioR`oEAORp °"ROM'NECOID° PARKING SPACE: PROVIDED: w P- w HANDICAP: 1 PARKING' 14 OF ALL NDF HET IEEI CIOCEILI T AT— Naco� T E NsTRNCnON iNCLUOeo w This 11 ALL COX. TO LI'D A MINIMUM OF THIEE (1) K Q Z F LL GENERAL NOTES n Z_ Z w Q EllAVATI.. AMR ALL NENMTI NEFFFIER F,, EPDXY., Z L a AN°ioR`oEAORp °"ROM'NECOID° TOE AESPDNS°LT° DO HE w P- w ME SPODS' F ON TOE LD`F ON E ARE C11-11 11 NO ID ACTUAL COMD-5 FOR DO IF T 0 NECNEAEMTA El OF DO COMDIF OMA AT TOE NDI AT THE TINE TRES. OF ALL NDF HET IEEI CIOCEILI T AT— Naco� T E NsTRNCnON iNCLUOeo w This 11 ALL COX. TO LI'D A MINIMUM OF THIEE (1) 0 Z F — 01 20 11 .— HS TOE IMMEDIATE ATTENTIOM OF TOE E FAILS LATER L *TO TO UAL OM UMIFFFIM TGAPHO FC)NTROL E'T ED T Rrc oESCN CE °UN EE, FNMoNEo�z13.1 TOE "AD AND KDDCE C"IMS"UCTOM ORE STRWGENT B oNH 001 DO la000 A HE llMHAAHO1 STALL CA OFF_ LEL1122FD 1"11 EaeM 11 'POE, THE coNTRncTDR. L ENCINEER RETAINED By s0uo HE OE IFTI DN-MOS TO TOE OFF AT HE COMPLETION OF 00 NIOIDED 11 HE IIMT .. T" AT THE PRE - MAT10CioM EEFINC. SDENCI r \ \ S'NG S \ 'n.EO 10 BE reES T v " T` \ D'I Ie3”, m os�� D° ° �. o I I � I � � I O �e° RcP — NINIsn:'cso°] OFF] Or RE7AiL Fo STOP BAR 111111; Ro;��;IIIIIIIIII� 4400 SF O / PIm. Via, S'NG S \ 'n.EO 10 BE reES CRAPH]C SCALE r - BEI 'T NIE INDEX N, M4 111 DII C \ °EE „EB. vgsA \ o cueeavPa -� \ �- 7w— EDGE OF PAVEMENT /2' CURB °roo ABM WHITE STRIPE EDGE OF PAVEMENT /�� 6' CONCRETE SWALE EDGE OF PAVEMENT EDGE OF PAVEMENT /2' CURB O KYma WJ J H Lu z a 0 � z Z_ o a_ LL J En o Q z z z ¢ U) Z W W w z z u] U 1111 NE. PLAN 13000 5300 .0 v " T` \ D'I Ie3”, m os�� D° ° �. e e� — NINIsn:'cso°] OFF] Or RE7AiL paa n 4400 SF FF -48.00 PIm. Via, CRAPH]C SCALE r - BEI 'T NIE INDEX N, M4 111 DII C \ °EE „EB. vgsA \ o cueeavPa -� \ �- 7w— EDGE OF PAVEMENT /2' CURB °roo ABM WHITE STRIPE EDGE OF PAVEMENT /�� 6' CONCRETE SWALE EDGE OF PAVEMENT EDGE OF PAVEMENT /2' CURB O KYma WJ J H Lu z a 0 � z Z_ o a_ LL J En o Q z z z ¢ U) Z W W w z z u] U 1111 NE. PLAN 13000 5300 \0O\ Q OQ� � L Flo G tq4 q'P.o- \ T JLT1f \ f e \ �o ry OE, 1 ry 1 C I t2�Jl C I 1 V o i t �0 I� � 18 �CP ITT e � Cl & PASS I" A \ STOP BAR - SE 'FF'L 111111; R���;IIIIIIII III I ONO 100 INV.544.aa P SITE GRADING AND DRAINAGE NOTES 28wamcr. 1. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO SPECIFICATIONS CONTAINED IN THE z00q PROJECT GEOTECHNICAL INVESTIGATION AND RECOMMENDATIONS. 2. CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHIC DATA LOCATION OF EXISTING UTILITIES AND ALL OTHER SITE CONDITIONS PRIOR TO BEGINNING n DRIVEWAY CROSS SECTION CONSTRUCTION.- - NTS 3. ALL CONSTRUCTION WITHIN STREET RIGHT -OF -WAY SHALL CONFORM TO FDOT AND THE CITY OF WINTER SPRINGS CODE SHALL REQUIREMENTS FE SWALE 4. ALL GRADES SHOWN, WITH THE EXCEPTION OF R THOSE INDICATED ON THE SURVEY BASE DRAWING, ePw� ROAD ARE FINISHED GRADES UNLESS INDICATED OTHERWISE. I GRAPHIC SCALE 5. INLET AND MANHOLE ELEVATIONS ARE TOP of RIM. 3.0 6. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE GRADED TO ORIGINAL F— GROUND LINES AND FINISHED WITH SOD PER Al IN"FRU T PROJECT SPECIFICATIONS UNLESS NOTED pF, f T" ° zo') OTHERWISE. THE CONTRACTOR SHALL MAINTAIN ALL wEE� TYPICAL SWALE SECTION AREAS UNTIL FINAL ACCEPTANCE. UST " EXECRATED Q FIRE (ADS -12) w/ NTS Q v DRAINAGE STRUCTURE TABLE v v 1Klimay \ D -1 TYPE "C" INLET PER �,o%C]4JC \ \ FDOT INDEX 232 5 .�v. W„1LLL`LLLM000IJJJ< TOP EL. 42.60 NV. = 40.00 RE \\ uAC D -2 TYPE "C" INLET PER \ 'AT' W PD[\ \ FDOI INDEX 232 pyy�pg \ TOP EL. 45.95 R 4 Z Q Q S NG Is U GRADE RL � oWHITE STRIPE ll. EDGE OF PAVEMENT / / / 6' CONCRETE SWALE EDGE OF PAVEMENT SEE _a- _� - o -o- i4 =o= EDGE OF PAVEMENT/2' CURB 5' CONCRETE SIDEWALK �(D 0&2U 4 GAU GAU IGXXI &TO \ " \ \ T TYPE = 43.00 '^vre1 pY w TU THE SOUTn INA.GE FROM INLET F CONTROL STRUCTURE " C A r w TOP 43.60 T B BTM. 38.00 / /T\ � •, 3 3SC�`9 FW Y CS -2 T TYPE "C" INLET PER J 4O \ � Y \ FDOT INDEX 232 J TOP 46.00 Q Q \ \ \ k A eGe �.q ti/ \ \ B INV 43.00 H H \ Lu GG ADD \ v jO y / U U Q- \ R F A v ®oN-12) w w ObFICE4E7AIL � � vY �`� / C CONTRACTOR T eERroreu -s Q Q TUA o[TFNISAILS� Q _ R Q — i — C6 o C) C, rN ORTHeR L Y RD — — Q y � � swnLE are TO creaRE A NEw Q EDGE OF PAVEMENT/2' CURB F w FISTING INLET R GRADE RL � oWHITE STRIPE ll. EDGE OF PAVEMENT / / / 6' CONCRETE SWALE EDGE OF PAVEMENT SEE _a- _� - o -o- i4 =o= EDGE OF PAVEMENT/2' CURB 5' CONCRETE SIDEWALK �(D 0&2U 4 GAU GAU IGXXI &TO �5 O iL \ A \��21 \ / x C o /3 �2 s¢ I I I 0 BIG TS" CP STOP BARo IIIIIIiR�iiT W���IIIIIIIIII� a CQ- -o- m =� o� FIRE FLOW NOTES AND CALCULATIONS FIRE FLOW CALCULATIONS. (BASIS, PUPA 1, CHAPTER 18, 2012) STEP 1 BUILDING DATA CONSTRUCTION TYPE: FBC TYPE IIB II(000) FIRE AREA. 2200 SF (NOTE. FIRE AREA IS BASED ON DIVIDING THE 4,400 SF BUILDING WITH A 4 HOUR FIRE WALL CREATING TWO 2,200 SF AREAS.) STEP 2 MINIMUM REQUIRED FIRE FLOW (TABLE 18.4.5.1.2) 500 GPM STEP 3' HYDRANTS REQUIRED GRAPH]C SCALE (ANNEX E TABLE E.3) 1 HYDRANT REQUIRED 250 FT, THEN 500 FT AVERAGE SPACING 1 NEW HYDRANT PRONGED. NEW HYDRANT I5 WITHIN 250' OF THE BUILDING ]' = 'M ADJUST EXISTING VALVE COSER GATT TAP EXIST 6 FOPCEMAIN W/ To MATCH NEW SDEWALN GRADE TAPPING EEVE. DIRECTIONALBORE PIPE N( SL Q DPAIL S EEC c900) V ASE v v O1 1%2 RWATER BLINE TD Host BIB \ \ IFS "I SHEET WATER SADDLE W/ \ qO'P \ \ PRC52U NEOER PNDYREDOCED TER \\ Iy'�DIry1j \\ \\ WEI TAIP ElEIVIN WM wE 6-OG FAPPN, 4 <_eq Li C�'Ai� \ >i \RHxDRANIRE AND SLE PAD (SEE SEAN EC eiCA \ f{ WTI TAP EXISTING 12- REUSE, 3>N'AA PLAN FOR D[TALS) \ \ `9 �. \ IN STALL 12' SERVICE SADDLE W/ _XA D RP STOP AND VALVE \ \ rA fRO METER,GPR NDEOI'PVC SIUBOUT FOR I RRI AT N C NNECT ON IF—� \ \ \ °c VED HV QJ9 A 6FM\ � A9Rrc C�aFA CS q \ �/ a\ \ E? \ \ OFFICE /RETAIL 4400 SIR IUF PA FF =3R -00 SO SO ERLr Row EDGE OF PAVEMENT/2' CURB S.R. 434 WHITE STRIPE �'ii EDGE OF — PA— V— EM— EN— T 6 CONCRETE SWALE / — /� EDGE OF PAVEMENT EDGE OF PAVEMENT/2' CURB Gr TF VwSvnpAPrn IP +VI —N Prn IP +c ?\4VPin h FT Pp— Wln +Pr F, riYxTTC \rhA \XRFTP FEE FP— PE/FEHAS, UTILITY NOTES 'HALL ED FDR SERVICE W ACCORDANCE WITH THE STANDARDS OF SHE CITY OF WINTER SPRINGS 2 FBI Ml PPEUNES ANO ON -s E sEwACE REA MEN ANO osvasAT A WAI ED MAN' EEL(3i SEA R BE AN' BE AT LEAIT SEWER. STORNWATER FORCE MAIN. OR PIPCBNE PROPOSED IONVE— RECLAIMED B. WATER MAINS SHALL NBE IADPTO GRANDE AAHORICC FAT DISTANCE OF ATLEASTETEN (10) FEET BETWEEN THE OUTSIDE WATER A G WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE LEAST PRESSORE TYPEOSANITARYF SEWER, WASTEWATERRFORCEDMAIN.NOR EOF SEPARATION EDISTANCEDBETWEEN WATER MAINSMAND RGRAVITY TYPEAR " THREE 'AN TA'y "WE" 'HALL BE REDUCED (T) FE lATFVM OF THE WATER BAN IS LAD AT LEAST IX (IFEOFFER ABOVE THE D. WATERPMANSHSHPLL BE LAID SO GRANDE A HORIZONIPL DISTANCE EN 'TS FC PDSED IF THE lAFEl IN ,FE AN, MAIN ANN ALL UP, Q�C ED OF STORMIATER FORCE MAINE AND IECLAIMED A SALES MAINS CPOESSING AN' E XI STING 01 PROPOSED GRAM 11 01 VACUUM-TYPE SANITARY SEWER ON 'TCB "OFF SHALL D , LAD THE IAN S AT LEAST TWELVE (I2) INCHES OR PRDPDSED PRESSURE TOPSER SANITARY SEWER WASTEWATER OR STORMWATER FORCE MAIN. 0, W ED LEA T TWELVE CLEATHE ABOVE THE OUTSIDE "IT" PIPEDNE G AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND CE ABOVE. ONE FULL LENOTH OF WATER MAIN PIPE SHALL BE D ALL So THAT ALL WATER MAIN FROM SEWERE STJARNWATERV FORCE MAN E JOINTS WLL BE AS FAR AS POSSIBLE FROM F IT, I IT" RE ALIEPNAIVELY, AT SUCH CROSSINGS, THE , ORI PIPELINE SE CONVEYING FEET MAINS, WORRPIPELINESR CONVEYING NRECLAIMED WATER AREGULATEDF UNDER PAR' III OF CHARLES 62-610 F AC I ALL D MANTANFD. AN ` 5. BACTERIOLOGICAL SAMPLE POINTS SHALL BE AS DES AIBED IN THE FDEP PERMIT CONDITIONS n �s��ia „ores T.Pe AS F PSi CONCRETE R6' RE6 FR— ]OSr 11 WIREMESN — � �� or corvcar,F 12 16` ETNTI-re ore 11111111-1 = R DUMPSTER PAD DETAILS NTS WHEEL STOP DETAIL NTS SEC I .AT PRIMER AND 2 j fA x z' —o" DOWELS LIFE 11-1 ACARE \ \' CONCDETE ENUAIIIINT I" I SURFACE cour?� I/1 7nsPRALnc mNCRETE El� THICK EROCK BASE COMPACTED TO 989 OF PASHTO T 'I80)R MA� DENS n. 155/ OR SAN LED PSIUIBI- oaEFASTI 1 15517 ABASTTDT 18P) FLED = 4a aR EBV =TS MIN) TYPICAL PAVEMENT SECTION ITS 1KNEAE 11APFCAFN !N GET GRADE HANDICAP PARKING SIGN - DETAIL SECTION THROUGH RAMP WITH LANDING AT NORMAL SIDEWALK ELEVATION Ep6E of DETECT —E ISI 11- LINE C� .� O ALL ➢IRECTION OE TRPVEL O O �rsEE VETaiW nE DUE sRAL ME AL /L MDUNO � O O O O TRUNCATED DOME ;iz`L.,� PLAN vlEw EARTHEN INSTALLATION SLAB INSTALLATION DUMPSTER ENCLOSURE DETAILS RA ITS 'IAaF�'iC BiCRB ��.. Z � sPEEO Ill IIIA ®® /� 25 •.x $TAQPrr51yry5 ve�omo�reee ays.�aunem Naar wua Ab mxlpmspM &elver. loelwYOg gwlt emudroki. i ...... 1w». BOLLARD DETAIL NLI CURB RAMP DETECTABLE WARNING SURFACE CURB RAMP DETAILS NTI !A�4rmmis Ikcouanve Bases 3" OD Poles Hoses rou 3" OQ Poles It X. �r ¢ OD P J,P ` bases Flu ¢" OD Po1Ps ulna fill ill .ir m en 6� TOP OF ASPHALTIC R, P AVE.ENT 18� TYPE D C CURB NTS. Rs \ 2.. s HANDICAP STRIPING DETAIL HANDICAP PARKING SYMBOL ITS STRIPE rTq.. BLUE STRIPE 4 WRITE STRIPE 4 BLUE STRIPE 11 12 12 11 0' 5 NOTE I HANDICAP SPACE IS �o TO BE OUTLINED IN A 4 BLUE PAINTED STRIPE 2 PAINT CURB AND WHEEL STOP BLUE TYPICAL HANDICAP PARKING SECTION AALK AIDT ES FEES PLANI LK MATERIAL JTTRC PEL E%PANS ON JO N 01 FORMED DEPTH 8 d� '/4 T1( —�i^ q pyy 6� KifffRSA Weeks SEE PLANS FOR SIGNAGE 1UGS TYPICAL SIGN HEIGHT NJ A WALK AIDTH VAIRI (SEE PLANI IA 4" CDNC SLOPE PER PLAN 9 AASN o BDv THICKENED EDGE RAW A CONCRETE WALK K wDTR VARES 11EE PLAN) L 95 DE ASNTO T 100 w of Z ` K S O J n Q � Z J a Va Z W W W 0 w z w MM 06 20 14 GOP MAI FAR U � D—r 3u 1PoIPS Two PEe base UPq SIy'ro —Sale (se) 13000 2-Way &4- Wuy�Paurs �w";; �I � m�.ae��m wr ,ne mar � \R' leg r"T �nssW ohe att W ekmm eaeme — I LL E 3, ALL CONCRETE SDEWALKS SHALL HAVE CETE onm�r�n hao he Gx oPU�rnW �o mtnog I �I e� O T v mrErp�m bril poeewkrke �, a,amrmeY N�ERVALEOSOiOTSR AT CD ESE SEL NEAP ED errT '" em er as�neiu — dkmF� N AO NRC AURE VE NLYROE ACED NoEFVALSVDNOT �iIME%CEOED 1 CF INDEED ET. ry -r nJmni me mua s®iW nh leo _ a ��j rum§ m m� r r ^ A - �mnmimheo mke ^n ee^ C PORTLAND CEMENT STRENGTH, GTH, METE PAVEMENT TO BE 3.000 PSEE 4- Try CK EDEAA K W/LIGNT l�'1{ •r�,rmwr �� of m,u, r� ne°° - - - COMPRESSIVE E STRENGTH MIN 4. L V m v„r„n p..0 .n pokmua MEUmin - "" BDROOM FNSH &TROWELED Is ro.r ae 1��� 1 SIGN /DECORATIVE SIGN DETAILS CONCRETE WALK DETAILS NTS ITS CaOR w/ UaNMS 40� P�— FICIIII D (SEE ARU CTURAL PLANS FIR STILE AND TIONT �BRPDE 4 ABOVE ENTERIDR FINISHED DT /�UNPAVEU ADREOAVA LASTICS. INC OR E7 40 75 STORMWATER POND TOo CROSS - SECTION A 17 37.50 STORMWATER POND .00 CROSS - SECTION B COOP AWE DDWNSPOUE�— EXTEND FRINED DE (SE ARU H CTURAL PLANS FOR STILE PNU E HNN) TOP OF THE BE FLIAI SEE EXTERIOR EINISHED cIAFE LEE INE E TRUNK PV NEI. TRUNK 11 LA INEERI EREERTIF_EA,LATETATEIEI��� \ NEERR EREETITPTAsEoRTP A .ETATEIEI, DOWNSPOUT CONNECTION DETAIL IN UNPAVED AREA DOWNSPOUT CONNECTION DETAIL IN PAVED AREA TIP EL —A AID UEI.AIK IKI..EI - A, PER FIAT CIA DETAIL 240:� TOP OF SKIMMER EL 44 11 EL 4110 l'SPeEF' Ts PERF. HOPE ONI.. PROOF ( P sFC oN TAE \— .ETTDMLEII srRUmuRE (FILL wnH SIAVEL) I— o CONTROL STRUCTURE DETAIL CS -1 L MODIFIED TIRE "c" INLET N� 112 TIP EL 41 NA "A" PRO ` NHA TOP OF SKIMMER SKIMMER AS PER TEST AID D TAL A. PILL KIM IF IIIM.El LIFE INR 4100 Its °PEIFL �s PERT HOPE ONV- 43 DOF IT IF OF IF IT IN 1\ BOTTOMLESS STRUCTURE (FILL WITH SAUSEL) ILER 41 IN MODIFIED TIRE I CONTROL STRUCTURE DETAIL CS-2 FRaN vlEw FOOT INDEX No.232 INLET IF I SLOPE TO MATCH AT TOP OF 111A A � p A I (TVP- 3 SC D PAVEMENT � 5 � EST OR J 10 0 o A OF. a I J RSSV STRENGTH ATM2a EDA" SEE PLAN FAR ILIKA LINSTH 11. All. (TIP 4" (TIP.) SLOPE E 1n n 4.. THICK = III = 111 =1I = = "— W /N25' THICK CONCRETE RAFFLES SECT ON 9 6" (TIP. BOTH SIDES) 6- (TIP BOTH SIDES) —��T 4 � +e MR — — ROPOS -D IR DD, I1111111111111111111 -1111 1111111— III.I� III FWME (M ONOL IH VIII III I II Ili III — III — III —CHI �IIUII ONC IC 6 POUR) SECT ON 1 -1 CONCRETE FLUME DETAIL NTA TIP IF FIIERCLASS SKIMMER ART T, SAAH,RRN NUT coNTRaL srreucTURE FABRIC //E 2 'TACK WELD ALL FC9TE NERS FLAT STOCK AFTER ASSEMBLY IT/2 RE AD ED ROD WASHER SKIMMER MOUNTING BRACKET DETAIL Gout "P, Ft. Note: Grout to consist of 3:1 Sand— Cement Mixture of any Class Concrete, FOR ALL STRUCTURES UNLESS EXCLUDED By SPECIAL DETAIL DRAINAGESTRUCTUREINVERT C IRTHAMILE WALTER MAIN T CRECLAIMED WATER MAIN SEWER (GRA AIN) TO R BWEEN CENTER) OR BET WANDER MAINSNRWATER RLINES AMNION lUlEl ED- L T 1 [SEWER (.11 MAIN) TO CUTS MINIMUM ED as D N(ou ER C.LLECT.N it FEE ANN PWA.Ll WATER MAINE MINIMUM HORIZONTAL SEPARATION REQUIREMENTS FOR POTABLE, RECLAIMED, AND SEWER LINES FEBCO MODEL 1211 W/UY o (PR TION PRIOR TO USEE A 1DPPDRTS As REDDIRED /n' n WATER METER ) / rv/ VACUUEM BIB BREAKER ( IN ALEX ADJUSTABLE EVALVE RQ GALV. BOX TER) A COVER (MARKED . PVc JUMPED POP To SET 4L ADAPTOR ?_�2710W E%I$TING WATER LINEI \ Ew wnrzv ux, FORD CC SADDLE (TIP) OPERATED BY UTLTY PERSONNEL ONLY. TEMPORARY JUMPER CONNECTION DETAIL " PRECONSTRUCTION CONFERENCE AT '/ TIME ITY BACKFLBW PREVENTER IN ACCORDANCE WITH SEAAISEGACIAARA_Alll_ • • -� °••• •• • *� GATE VALVE PLANS APPROVED By THE CITY OF !INTER SPRINGS ppI luu TEST ED (TOP.) CATS VALVE COILEB TRACING WIRE (TYPICAL) THREADED UNION NIPPLE (TYP.) (2 REQUIRED) 90° BEND (2 REOUIRED) FINAL GRADE ,/� \ ,y; iB" DIA METER BY 6 ', 1D" 6" OR 1B' x x �`7., APE \ FROM CONCRETE COLLAR WITH �q BAR ALL TD MAIN AROUND (2 RE0�0.] SERVICE NOTES: 1, ALL PIPE AND U 2" AND SMALLER SHALL BE THREADED SCHEDEDULE LE 4 40 GALVANIZED STEEL OR BRASS. 2. ENTIRE ASSEMBLY TO BE PAINTED BLACK. TAPE J to TxIN souo COPPER REDUCED PRESSURE BACKFLOW PREVENTER TRACING WIRE GENERAL NOTES: N'T'LL" ON ALL I.TARLI WATER 2 5 R arvo scwcre TRACA, CITY OF ALL PIPE BRANCHES 1111111 TO SET FOR 11 SOLVE III FOR" ED creaoE ON PUT nEDI RID RFO R MORE TRABI. WINE SUA LL BE INSTALL 1111 THE 11,17111 LENGTH 11 THIS IN THAI DEPT" FEET WITH A­ TAPE, `IRE r BOX SHALL NOT I ORSP PE VALVE ON R WIT C H 16CREBA J ABOVE BRAND AT DEEP INTERVAL All 11ALL A VALVE BD% FOR EASY ACCESSIBILITY. T ABJUSTABLE VALVE (TYPE VALVE BOX IN. AS SPECIFIED) (CAST IRON) I- IN BRAD END A AIDS T - THE RUN. VALVE BOX AT THE END OF MECHANICAL JOINT VALVE TRACER NWIRELID COP , TYPICAL VALVE AND VALVE BOX DETAIL TRACING WIRE CONNECTION DUCTILE IRON POTABLE WATER MAIN NT' TYPICAL METAL PIPE DN II IAN A 1/' H 5 �D /d" 0 2.5 - 4 PIP - ' NOZZLES E CPP llEAI E AL BLE PC', PLING OR 'LA IN 'HER P1.11E IN OF _" ,... G1AINC AT"ET CANIIETE POLLS, PARE1 AND lNPAAAl CAERE IN 6" 16" PIPE 6" TAPE IS PLACED ALONG BOTH SIDES UP TDP HALF OF PIPE. 1.T. W CONCRETE L REBeR CIAL ION Ell A-R" MIN SHALL BE GATE POLAR JOINT y EARN RUC O RreT;AD;IE NT o2D(MIN 2 IONNECTIAN PIECE) C CONNECTING PIECE DIP AND PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF BE THE WITH a Nwreo STRIP CENTERED ALONG TOP HALF OF PIPE. CAUTION BURIED WATER LINE BELOW PIPE NOTE=: CT, UK AFTER BE ETHER THE ­ wIN1B42 MEDALLION 0, THE MUELLER A-423 2, THE "ERWIN WLLIAME AAFETI 'ELL DW "ED N PLACE 0, ALL TTPEAI POPE FIRE HYDRANT ASSEMBLY Wa(, U� T P B 3dl ,Wlde a�dg Bl„a � Wnn Black Lettering I.S. Main Tape is I' Wld. and Brown WIth Black Lettering PIPE IDENTIFICATION AND WARNING TAPE C IRTHAMILE WALTER MAIN T CRECLAIMED WATER MAIN SEWER (GRA AIN) TO R BWEEN CENTER) OR BET WANDER MAINSNRWATER RLINES AMNION lUlEl ED- L T 1 [SEWER (.11 MAIN) TO CUTS MINIMUM ED as D N(ou ER C.LLECT.N it FEE ANN PWA.Ll WATER MAINE MINIMUM HORIZONTAL SEPARATION REQUIREMENTS FOR POTABLE, RECLAIMED, AND SEWER LINES FEBCO MODEL 1211 W/UY o (PR TION PRIOR TO USEE A 1DPPDRTS As REDDIRED /n' n WATER METER ) / rv/ VACUUEM BIB BREAKER ( IN ALEX ADJUSTABLE EVALVE RQ GALV. BOX TER) A COVER (MARKED . PVc JUMPED POP To SET 4L ADAPTOR ?_�2710W E%I$TING WATER LINEI \ Ew wnrzv ux, FORD CC SADDLE (TIP) OPERATED BY UTLTY PERSONNEL ONLY. TEMPORARY JUMPER CONNECTION DETAIL " PRECONSTRUCTION CONFERENCE AT '/ TIME ITY SEWER SERVICE LATERAL DETAIL PLAN PROFILE CLEAN -OUT 1111E GADERHED FNISHED ORADE� AB E VPRICS VPR LIT L BE WYE WITH LiERMIT ApL�' 8" BRANCH 1ESD HMIN SZE V -PUT FLYP) O)NOTE 1 Gz� SCHFPN -ON RE MavABLE s RR wrE wliH ERL1��� ryryPH oEP �Q '0� ((FYP) sPRINC LINE NOTE BEND'' R" BRANCH p RIEO R (SEE NOTE 3) SEWER MAIN RED "HOUSE" SERVICE HAL LINE (3' MIN)(TYP A N LE LE WYE IATERPL LATERAL PVC PIPE LOCATING TAPE /TRACER WIRE DETAIL METALLIC LOCATING TAPE FINISHED ROME \ T' MAX COLOR CODED LOCATING w' TRACE P WIR (SEE NOTE 3) PED MAN LINE PIPE =1, MAX METALLIC LOCATING TAPE NOTES' 1. PVC PIPE SHALL REQUIRE METALLIC LOCATING TAPE CAPABLE OF DETECTION BY LOCATING EQUIPMENT TAPE STALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. 2. LOCATING TAPE SHALL TERMINATE AT EACH VALVE BOX. 3. NO. 10 SDLID TRACER WIRE SHALL BE PUT DO TOP OF ALL PVC PIPE AND STUBBED UP INTO VALVE BDXES. WIRE SHALL BE COLOR CDDED PER USE OF PIPE. VALVE COLLAR DETAIL UNIMPROVED CONDITION THICK CONC 4 BARS ALL TYR EACH VALVE BOX AROUND LETTERED 'WATER 3 GDO PSI OR SEWER' AS CONCRETE MIN APPLICABLE SEE RECLAIM DETAIL FOR RECWM SEWER AND WATER VALVE BOX AND COVER 2" MIN SEE RECWM DETAIL FOR RECWM g^ RECLAIM DETAIL LETTERED "RECWM" AS APPLICABLE M * * RECLAIMED WATER SEWER POTABLE WATER Et�1 t�1 t�1 TVR BE DETERMINED TO BE DETERMINED TO BE DETERMINED TYPICAL VALVE BOX COVER DETAILS C'APIES BY CASINO —) BORING AND JACKING DETAIL TYPE A BEDDING AND TRENCHING DETAIL l /t'/ s COMMON FILL - 12" OCR) �� / SHEC SELECT COMMON LL E2 CC BEDDING ROCA PIPE BEDDING SEE NOTE 8 & 9 UNDISTURBED EARTH 98% OF THE MAX DENSITY AS PER PASHTO T -180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 9. 15" MAX FOR PIPE DIAMETER LESS THAN 24 AND 24" MAX FOR PIPE DOMEIER 24" AND LARGER. TRENCH WIDTH SHALL NOT BE LESS THAN 24 5. SIDES OF THE TRENCHES SHALL BE BEEF NEARLY AS VERTICAL AS POSSIBLE FROM THE TRENCH BOTTOM TO A LEVEL OF 1 FOOT ABOVE THE TOP OF THE PIPE. 0. WATER SHALL NOT RE PERMITTED IN THE TRENCH DURING CONSTRUCTION Z. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. IMPROVED CONDITION FIINIISHESGRPDE ASPHALT SURFACE BASE VALVE BOX ANDCOVER vER Klima. AS Weeks J_ Q NWN Lrr.f^^_ U) n TYPE B BEDDING AND TRENCHING DETAIL 7 K TRENCH wloiH VARIES c W/ SIZE OF PIPE CRDWN TRENCH IN IS UNIMPROVED AREAS MIN) J FINlsufo GRADE EE NOTE 8 z Z Q i "7 a w _ Z Tn o Of L, W D ' // COMMON FIL SEE NOTE 9, '/ /' U S U7 LLD PIPE OF - 12" (ttP] �� � SELECT _ ON FILL fARTHTURBfD VC SEE NOTE 3 8. IN EX AS IN RESTORATI :L /%-Q� Yii�i /Sm✓% /. gi FOOT MPNUAL FOR SHEETING AND BRACING PM�L'I VC NTB NMI 13000 9. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IE COMPLIANCE WITH & ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT -OF -WAY SHALL COMPLY WITH REOUIREME OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. ION iO. GRAVITY SEWERS SHALL LAICIZE TYPE A BEDDING IF REDUIRED BY THE CPC BCDDINC DEPTH SHALL BE 4' MIN FOR PIPE DIAMETER LESS THAN 15', NJO fi MIN FOR PIPE DIAMETER 16' AND LARGER. 11. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCA BELOW THE PIPE. CITY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. LO 0 RILEY & Company, Inc. (H -20 GP) o X002 �mweteN -21 o22�2ati Ra2mn�pe.aa� T22E l,2 ATtoN2. e atb e �E e=veNe�mem . _=nom Comp let, sy— shell b, supplied by RILEY & Company, Inc. Tne u,maean.nattbe Longwood. FL 32750 (Ph. 407- 265 -9963) e em b- IF 2¢ III LIFT aw,.ae�_� .1111 be � y eat. meet, m�be efNe x -2o ot= =, Ft, -lbe ea , a n —be 1h, � � P e. e—,h be epeo untbcta:: a u,.weueoet:neu be maL IlIF 11 m Tne axto.,.e:nattbe Na., IRmun — 2a "kTn.2o wtm. a "meµ ® bem—aub�h, -Fo—e eee�av ewe � �w. eumw,.,. at e N=natbem. 12H 1, I e, Co—T.� a �e�le. Dye The e..ob ®� atbem.�ea . et .e atP�. eLo� 1:abyM��EEE 2 y .me..nalbe,,beat'e ..e,bb.e,,b —e T e , .eB,- ,base a.�tsvm @to �e =1.e cause aemna<t ae.,� The m�pte, anen,ae�:nalt beutne :wt.mm type�T wee e e an�e—,be. �,be®a=,°d e- -pP U— u,te..g fine — 7s o`er` se A"u,e "IIILl �vs CtTA o=-. 2) me ,Venrye,Fe —, =tee wwa,;aoma�hy --b, dt;°mme— t e.au.4m.e, am.t.�etle —Ibe h,et�� ea< m.,: b� awe.eav,m.e. Tm ebml�=�tNUnt ayes ,F- I�— Ibe-- bbe- ....Tm =IIt atbea 0eae.e b- Tma�.�amN.tt A1— 111, �tb,- 1'�.l Tna�tm.1& g=natbe ee bebue FeI, �, =�=natbe t1 ame Tw2R m mty �m ne tma bem�maeoa2 e; ref e.e ,.Z Fww a N„��, y ea�eaa,mme a,� Te m.wme�e d «e a . -bby as �,�wmte �°;wma �awea u N am��m a e,b b. - ease m .e�.�. ,ne�,awm;..nalt beE�eeeahem to aa- .¢ee�e �'—am.., b.4 T at 31111etee -1 ..y o:<w . ¢e.F.. at2t20�s1me)�OtbbbT TI be.gta:: wnweu mun be x -i o eaa atea w1 Re eat tittiva eT.., be6a :a bat. e yne FEae)m'm.vete.ava mµ11 a::nowo®tn un aau® I.h,h,b, - -e.tam �w� � ��a=. an .=utaNebm,bemee. be aaaea 9 eabyN xp icmmi€u gta ass to be ry,�`wm���.etneu�,ta1 ®� �e �eabte 1011 111 o L1EE LIFT STATION PLAN TE1 �vevoxoEeuoscvEF>a ? scn e1 s r wi lwce F ns ELEITIl IbL II 4 16 12 112 N breA" E G p 40"30" *2" corvrvErl m 1 m III "EN" c Z . I IN 6 48 A t�.wc1 wEa: 11212 ox F.— N11«EE 2e 11 tN,E111L —lE F01 F,1FE111wN1bE uF w11111E �SL1°F all e 1 5' ,n 1111111 11111 11Fo LE 11011 11 �10 F 1122e�,1 b1..1M VE1b1111F a �F I-N INT1- Ft0FnF11ry FL—E LIFT STATION SECTION LIN.,1E FINE �p1 o NFEL N1 o 1EE11IF11N Il INI-1, ma Ea. rlE 1121, o� � °ono °h� wi°'o ;aw a SP NkFs ILIIII of 1-111b m _ �PF 1RryF1ot 1 <,ER b1 1101111 R 110 NOTE: v 1 1z .xar1¢a ss 1 �a�n ° nF F.�111 FFI b "., ELECTRICAL RISER Weeks J Q w U) M Z o Jo J LL F qJ 111 o LLz z CL � a F � Q Z w W z LL U � CL-01 6' CONCRETE SWALE EDGE OF PAVEMENT PLANT LIST b� = rbol QuanRty Balanlcd Nacre aedfcolians gp°ciny Ocdil gerstroemia indiw Natchei Noichee w —Crape My- -12 ht. x 60'; .uenvs N, e 9ak w1. 12'-1.x 6 -pd. Sabel Pa1n 11. Cabbo Palm C 2 IS Cabb Pam 2 o be buia I.hN -I n bud 3 ca 0' -12'hi h" 4.5 3 I 18 Ipxotllum. dBticbum Bold Cypress 31/2' -1.. 14'Ft.x s4 "spd. Po T-1 Credits 131 Sbruba Goal 133 Pa 24 Plumb.g. aaurlculatc'ImPerlal due' Pumbago 3gc1., 20 "20 "aa 36"o.c. s ondle /Bulb ,Lull POt 10"oc. _ Ip TI c P is IN— ,, p 3n , 1 ? 15 P _ or.. SoDB Sfenotapbrum secundatum'FOrafom St. Pargustine S.d solidsod -wee — sold o u m m Nole: AI Piaul maleiial s11ull be Honda GNII 11, of bel le, acmrdirSy to Ilse curienl'Grades and SI —chid, ra --y Planls;'Slale oI Fl. da, Dept al PglImullu- Tall— FTT�TS�m4T Klima Weeks J Q H U) LU Z 0 z > J l F- J co LU Q z z � Z_ z w LLJ Z F- Q Z J 0&2014 TW /LAE LAE TW eus 1 "o20m 13000 L101 GENERAL REQUIREMENTS TLe LandscapeC h. , t­h.1IbA f11 11— 1-d ... pA pl.,,. Th A 1,,t of plum ... hp.,y,g the pI.­h.1I be used ., guide d ,,dp ... y .... , bd—, NA pl., and NA ;h,t LA p I . " ­11 Gomrol. Th d Dd ... pA C,,,.,t "ty.fitram ty ground ­T Tor. pd,,d ,f , , , R) moths f­ NA t TA If f'.I .... p " by Ow,d, D,d ... pA A-h—T. �hd Landscape Co-h—to, ­11 be wholly d,po, ,blA foth t.b,lty ­ plum b o,d,to, of . lt,—,q,,d ­ 1 b Id g.1y .b l A fo�cn domahl by the nt,b,l,ty f.ny plot St.k,ng of trees and p.1 T,, f d, , L.11 be done 't 'n g. met .greed upon by the D n d­.pe A-he Th Landscape p Conh—to-.11 e,e.,,h pl.n, and ont,,t pp�=e ge ,e, to determine the lo,.t,on of ny 't �lL A, and ob,t,,,t,on, p,o, to ommenlng work. Any 't t,e, o t p.ted ob,t—,on, ­11 be reported to Dnd ... pe A,,h,te,t or Own—mmed.te Y. All plum m te,,.l ond,odded ­., ­11 L.— an.utom.fic underground lmgouon system providing 1009 coverage. Po,,t,,e d,.,n.ge ­11 be m .,nt.,ned a way from .II ­­­ on the he. PLANT SPECIFICATIONS All nursery stock plant m.te,,.l ­11 be Flo— #1 or bette— ... o,d.n,e w,th Grades. nd St.nd.,d, To, N —el-, N.nb P.L, , ILI.te,tedtbn.,p,b1,,hed bythe Flo,d. Department ofAg,,,,It,,e and Con­­­­ DonofPl.nt dud, All pl.ntm.te,,.I,h.11 be plated, fel-fil—d.nd mulched ., per the pl.ntdet.,I, and pl.nt,ng,pe,,f,,.t,on, noted on the pl.n,. All ont.,ne, gown m.te,.l ­11 be he.Ithy, ,go,o,,, —11 rooted pl.nt,, and e,t.bl,,hed In the aot.,nerin whbh they are d : —, d to the he. The pl.n , ­11 L.— top, wghh .,e good quality nd n . he.Ithy growing g condition. Et.bhed ont.,ne, g,on pl.nm.te,.� h. fibo e nth.t ont., A ... ff entylong eno,gh fo-the new fbo, Aob to have de—loped enabling the Too tab t tr n l;h.pe when emo,ed the ont.,ne,. Plant, whbh have be,om A root bound n the o . ne.,e Tn., ept.ble. All pl.nt m.te,,.l th.t , not ont.,ne, grown ­11 be ­hly d,g, o,nd, he.Ithy,vlgo,om well branched, and He of d, e.,e nd n,e,t egg, nd I . . . A' �bed =h.,d.de­tteybpo.t,F tem, Whee ny eq—ement, .,e omitted Ad ftom the pl.nt ��tthe p nt, f,,n,,hed — .1 to the —,,e nt, m.y be pinned p,o, to de-, only pon the .pp,o—1 he Landscape A,,h,te,t. FERTILIZER 1 g.1lon 1/P lb. 1 tablet g.1lon b. 2 e�: =e 15 g.1lon '/2 � b 4 = 1 ' "I p Te, 2 per 2 �,b�e per per p I I .. pe Z e� e� 2 b e�: e� p e� Sodded ­., ­11 receive n pp1b.tbn of the g,.n,l., ATM—, IT 6 4 8) .t. Ate of 1A lb. of Nitrogen per 1 000 square feet of sod ­.. "Palm Sp A I fehl— , ­11 be ppl,ed to 11 p.1 m, t � ,tdlbton t rate of l Alb , per 100 square feet of canopy area. Palm ATM—, ­11 be . controlled ele.,e _ A Y,0 nt .n,ng he ted mblott, A nt, nd . ratio of N P K Mg of 2:19:1. SOIL Pl.ntt,ng o ,l to, ­ n p, ep .,ng the b — fill m .te , .l To, p l.n,ng ph, ­11 b e d..t e of fifty percent 1509 ) p l .n, ng o o fifty pe en (509) eb,fing ­I. Th,, o,l ­ ­11 be used n .11 pl.n ph, =p t,b .1 P.1m, wh,,h ­11 be b.,kfl Iled with le.n .nd. N-fing o,l ­11 be . D,file, -ble n.t,,.l topsoil of lo.my chard . e, �,h ' n " n folly (40) to fify 1501 p e"ent deompo,ed o ,,n , ;�te, nd be Lee of he., I.y, tone, I.,ge, th.n n d _ete , e Ad, nd pl. nb, 'od pa't ly d , nte. Ad d eb , n,e,t, o, ny othe, nde,,.ble m te,.I, plant, o, eed, no. ; w d be to", o' L.- UN t o p . growth. MULCH All plant bed, nd tree —te,ng ­­ ­11 be top de,,ed — thee Inches 13 ) of pine I,- nuggets. SOD Refer to Landscape N.n for 1—b oftod. �=d,t, disturbed by on,t,,,tlon (ln,,d,ng m.te,,.l t.g,ng, equipment storage, tempo,., he ... ton ,.f parking, et,.) beyond the min­nT 1—b oftod ., hown on the Dnd ... pe N.n ­11 be sodded as needed. All lawn .,te e ee sod L.11 be disked to,, (4) to ,, (6) n,he.nd graded o establish . level finished grade .. ng Po,t,drainage from all ---e, All deb,, ­11 be rem oe d from the he. Sod=l be free otw �ed, and pests. I­ e,nlyw,th tight fitting jo,nt, and rolled. The,od ­11 ont.,n moist soil wh h does no f.p.,t or te.when �Ad. See pl.nt 1,,t fo,,pe,,fi, od pe,,e, and lo,.t,on,. See Fe,t,l,,e, for requirement, of .11 odded .,e.,. 11GE-1011TIEE1111IG III D 6 LARGE CANOPY TREE PLANTING DETAIL MEDIAINFISLAND TREE PLANNING DETAIL ho.o TE­EwE%NND,Wbn1,1,6) H- ="o"U=62X'6 WooD I—ENIONNEITEDW12114 IT-1-DI `2 ` "AC%1TAoCEENAdo'1A2NNT DIVEEND101 NT AD CE UNDITUIIED 101h ATWOOD 11E11UA PLAN VIEW T_ TA "NT A To� o'll'oo"Al3TED A111- OVE IN GbDE M N 3 MULCH M N III I DO NOT 6 TTO IMT= MULCH oVA 'ooT 'ALL TO TOLD —E1 IINIIIED 11ADE 4 101LIAM III I IINIIHED GbADE M N DEPT' o' PNTIN' at IOIL 101 11OUNDCO­ IED "EpA`E 1A C K ZELDWN TH CNLA NLIND 10 LAI I�E= 1ENE11 IEC GE 1A ND=0TE1 AS .11 All 11 `1 ve ENOT[I o PAL\A PLANTING DETAIL SHRUB AND GROUNDCOVER PLANTING DETAIL T,DDW 3,NNETT LA0001718 2c Klima Weeks _j U) Lu U-1 ry F­ z U) 0 0 z z < < c) U) ll Fj co Lu Z z F- w Z LLJ F- < Z LAE T'AB 1 O0A Il. L102 aE _6 — S.R. 4�4 WHITE STRIPE 6' CONCRETE SWALE / EDGE OF PAVEMENT M g aftft Klima .Weeks J Q H W zz o �z LL Q J J � a Q z z Q Z w w z U 6242014 23 23 T� 1 120 r 13000 CiMHO ML!! L201 LEGEND ® DNTEBPDPDLTRARGTDBREAD DDPM O P ETAFIM DRI P BUBBLER TREE RI NG REFER DRI P BUBBLER DETAL R,W LLIT EDGER, WSREFERTOALLNOTESANDDETALSONTHA HE LB—�BDEBTRANTRE 0 wFR wN BELnw. INSTALLVALVE INA ® 00 0 0 IEFEITITHEDETAL ® NFOH11NU NT ATi No NDDFTAE SF DF 1TITIE Unury UNo NOZZLE CHART GENERAL NOTES URA LHWR PA T SLKlYa 1 U1S1PIlToPIV llP'.oWr7x rx�EgENOC aE =LUTMTNo=N A' ZONE CHART ZONE GPM HEAD TYPE WATER USE PRECIP. RATE RUN TIME (.n. per near) (minutes) 19 BuDDler „OW is 60 Sprq ZS DHp MEDIUM 1.55 20 5 9 I.H., r LOW t.s 20 . 11 Dop r H SO B 6� SPrq HIGHUM D.]5 90 9 T9 Rolor HIGH 0.5 60 THIS CHART IS PROVIDED AS A GENERAL OUTLINE ONLY AND IS BASED ON PROVIDING TOP6ET (THEE RUN TIMES ON THE CONTRDLLER BASED FORA THE RSPEOPICBSTEESPox51BLE CON INS. THIS SHALL INCLUDE. 90 NOTT LIMITED TO SOIL. WEATHER, PLIANT NEEDS B"I'LIGH NEW IN' CHECK EOUIPME. OUANTTIES AN. SHALL BERRESPONSIBLE TDYINSTALL AND RICLUOE IN THE PRROPo pUL ALL OLIPMENT SHOWN ON THE PLAN. THE PLAN WERRIOES ANY ERRD HEAD DETAIL ELECTRICAL VALVE SHRUB RISER DETAIL 'CI �NTRIr LLER DETAIL ®r TREE BUBBLER DETAIL SLEEVE DETAIL TRENCHING DETAIL DRIP CI NNECTII N DETAIL ®® © GENERAL NOTES URA LHWR PA T SLKlYa 1 U1S1PIlToPIV llP'.oWr7x rx�EgENOC aE =LUTMTNo=N A' ZONE CHART ZONE GPM HEAD TYPE WATER USE PRECIP. RATE RUN TIME (.n. per near) (minutes) 19 BuDDler „OW is 60 Sprq ZS DHp MEDIUM 1.55 20 5 9 I.H., r LOW t.s 20 . 11 Dop r H SO B 6� SPrq HIGHUM D.]5 90 9 T9 Rolor HIGH 0.5 60 THIS CHART IS PROVIDED AS A GENERAL OUTLINE ONLY AND IS BASED ON PROVIDING TOP6ET (THEE RUN TIMES ON THE CONTRDLLER BASED FORA THE RSPEOPICBSTEESPox51BLE CON INS. THIS SHALL INCLUDE. 90 NOTT LIMITED TO SOIL. WEATHER, PLIANT NEEDS B"I'LIGH NEW IN' CHECK EOUIPME. OUANTTIES AN. SHALL BERRESPONSIBLE TDYINSTALL AND RICLUOE IN THE PRROPo pUL ALL OLIPMENT SHOWN ON THE PLAN. THE PLAN WERRIOES ANY ERRD HEAD DETAIL ELECTRICAL VALVE SHRUB RISER DETAIL 'CI �NTRIr LLER DETAIL TREE BUBBLER DETAIL SLEEVE DETAIL TRENCHING DETAIL DRIP CI NNECTII N DETAIL 2 _ 1 _ I I NE CI NTRI L KIT DETAIL �LS�m91r �T�es 363;5, WBM. 4o � Klima Weeks J Q U) Lu W ~ z 0 0 Q Q J Q H (i LLB J D Q z z H Q Z W 0 W z U czaz0la Ls Ls ®® Tws rain 1 AAAD 13000 L202 ELECTRICAL SYMBOLS LEGEND LIGHTING POWER CONNECTIONS FIRE ALARM SYSTEM ABBREVIATIONS o „ A� EM ����- ����� AAAN,EA �U� �, EE«wm���E��o� �oa �A� °�o��PNEM N�MEA AAA m�ANA �ew<a o ,oa as o P Mo Mm aao a S o �A� A E�,AN- PNA,A NWMEA A, .A -A �, AMAIDA AN Ewo�EEM I'll FAI� , E«<,wca �NNEC,AN EoA A A �PNEN, MWN,EO AAA aENA o NAN AL A,AN. WALL AA MEA A,,e , A�AE EwAIII-1O,L111 -- 1MAHM,o ® o ,.PEAE,,EN 0 Hio. auowsrxN, AN irvcnrvoESttrvr EinNa1 - vwerx uoNNtm Amoaoe ue�uu,iorvs Arvo , -o Arr rm wowa irvs�euA,iorvs. pp aow .", 11HI nn Aumow mu a 11N 2AA11�N, Al 11— F111111 NAEE Nm o SNP w„a ��a,ER ® UcK III w111 -1 111�oa wy ADIIIIo A, ,o -o a,A i �E ANA AAAEE ESA. ° �PNEM. 11111L mmA O � �EA, AA- � NANN,m 1111 E1A1 EA- ,a IF A NNA, m CA 11 ��AE NANMEA AA MLL EAIENC, .„- PACK HEAAE AP EA�CA,EA ,H ,A -111 IDE .A NANEEH E11E ALAS BEN 1— �� TxAEm PUO A Um ,e A 1111111-11 as SWITCHES NENA IA,"I B „,:,l E 1 w s, A EAA<N.11 mAECIPTS �NACA,E AEFTLn EBEMIILLm HIDE 11 EEE, ANA WAVES s PAE — (UNLESS NA,EN A, A PA Ace ppzonoeh -su PANELPOAw SITE `l El mi A�NNEA 1-1 I—A ANLL11 NA,mL o"A ”. AAA' o PAPA AP N �Na PAl CN,PONr ,�E«AEH - cNEE11 NmEO OED OwoNNO ERNE, �MEwWP, A =oE<,EA Awa: CONDUT AND WIRE o PAIINA LI1 CA -1- NSA III NAIMAL P-1 ll Pte, rw , Ans coxoun AINCEAEO IN wnus oa A— IDINAS i coxoun AFNCEALEO PNOEwNFINE a IN s nxc cu °a,a� oHA c,NOAe,c«s w A-111 j IN v,waA L<N,�N TELEPHONE SYSTEM ' iciAl`�N oiu�oNL<,. AFFHDA io 1 A III caUMEI oa mum uAUUUN ,' M,e ALL t uias Norm FHIE , uW cE Hmx,m uLO uAw we EALL a ELI woE ED ... n EIIIIEI IN MID IN RECEPTACLES ,oEPxoNE ssw aar�war2AeL< DATA DISTRIBUTION AD IN Pn PmENAAL,wrvssoauEa ,II oNPAioNPLEEzaNEUceP,AriE a mcE110 tm� ouPUZ an uceP,ACEC mA,xEPaw4or coKa o IMNEAHAN IFIOEUPHONE omL<,. nosh -L i, NA,iND IIILEI NAANAN ,a ,A cEMEA AIAK IAAMEA AA AAC�P�� o AMa�NA,�� AA,�,ELEPNANE A11L<,. LLNm �N 2011 NA. a� A��E LL ,ELLPNANE NAAAAPLL. II�m E IN ,. �A AA. IN11 , , „ A —BLE BAN AA,A FIANE o APLII 11x11-E IN H011 .1 IrlI NO,m A,NE —E ® AAPLII 11EE11-E ELAII AAAN,EA IN FIEND NEL,= TELEVISION SYSTEM ©. �ci`�oF°s 'omu, 11111M S A, r aeou cwMEa oa w'1 E iMaP NwANI A, EED1 IFMEI 11-0— FIXTURE SCHEDULE I GENERAL LIGHTING FIXTURE NOTES: A ALL A oN iop1 G a.Aa N,.E N.k. SEA E,ow PNM rm�� I IT1111 A 1111 LIP T11 111 11 IFBPAHIF 111 1111111 P1111 11 IlDlINl GENERAL NOTES HE NL EIEL ECA �P AN.... conlouN ss,EN AreE ws,ALLLO. LFNC,H ANo AN '/I' ,EMS m� NE OE,ECN�NED N ,HE FIELD a, ,HE ELEC,wcAL CON,aACTOre. NO tAU Em1. EN LLE BE ,O 1cONNEE NI AID LEANITMI.r< " I, NO ON ALL ELEC,NL CICCU�T �NNO HEIDE ,O. ALL w111NO INmFELEO maLL BE ,NHNnHHN I—EC 1. W plembill M [01 21 Q � as �rva TIME CLOCK AND CONTACTOR DETAIL Eon N,s Mll IILE III 'IT I' ' 'IT" IT I" III IIII111IL III IOLE I` ,I,, m.111, "D I— ' I— I IEIII 11— IIILI 11 1%`I�l 1`1`11 1 1 111 IIILL LIIIII� I I-D 2D I .. I ..... .... ELE- ... ... I I ...... I ILL. iLu ....... . ....... ;A' BASF DFTAIL SPECIAL NOTE IIILLs01EIN I�LIIIE 'D I I III I—All El -IL IE IIILI IIIIIIEI. 11 .11 IIII-IE ELE-11 KEYNOTES[-] GENERAL NOTES El "EIE, �l I 11E IEIII DEI-1 S.R. 434 SNP . ... ....... L-1 I i LUMINAIRE DETAIL N I S (@SITE PLAN - ELECTRICAL 20 OP �OQ \ O�- / / Z b.a b.eI I., .� / b.3 b.P i., i., Q O STOP BARo Illllli R� s: 1 ALlIIIIIIIIII� a o r GENERAL NOTES, �. 11P� A s. p v«E �- 11PPLE�E 1 a��POEN� �o N Eo a IL L-1 cm I.11r uaxnrva 1-1-EM ups, eE \ \ I., I.s i.3 i.3 i.0 _EI b. sil za )FF I(T-- IFTAIL 4400 SF FF =48.00 -- noar re w — -- S.R. 434 Q _Q_ nSITE PLAN - PHOTOMETRICS 2.i h.a I. b s \ O Attachment "B" M r, 1 V � } VOA +v1CwB p as OF SMu am (21 x MI) '[3 Tti 'rt A v lrgmfl3 l Attachment "C" Economic Impact Data Sheet City of Winter Springs Economic Development Department The information requested on this form will be used by the City of Winter Springs Economic Development Department to prepare an economic impact analysis of your firm or project. Enter data in the blue cells below. You may also enter additional information or notes in other areas of this worksheet, to the right in column K or insert rows to enter other data. Some standard defaults are entered in the data sheet already. You may change these defaults as appropriate. About i Name of the firm or project: Pinch a Penny Select each taxing district in which the firm or project is or will be located: City County School District Water District Fire District Is or will the firm be located in the city limits? 0 Yes Enter a description of the firm's plans to startup, expand or relocate in the community: (Enter any narrative below to describe the firm and its plans to startup, expand or locate in the community. This description will be shown in the report.) Moved to new location in City. Identify the firm's primary North American Industry Classification System (NAICS) Code or describe the industry: Market value of the firm's new or additional property purchased or constructed each year at its local facility that will be on local property tax rolls on January 1: Year 1 2 3 4 5 6 7 8 9 10 Tota I Buildings and Other Real Property Land Improvements Furniture, Fixtures and Equipment Total $158,995 $800,000 $10,000 $968,995 $0 $0 $0 $0 $0 $0 $0 $0 $0 $158,995 $800,000 $10,000 $968,995 Percent of Buildings and Other Real Property Improvements 100% listed above that will be added to tax rolls: If the value represents construction cost but not taxable value, enter the percent of the value that will be added to tax rolls. Are building and improvements costs above for new construction? 0 Yes Percent of construction costs for materials and labor: Materials 50% Labor 50% Percent of construction materials that will be purchased in the county 20% and be subject to sales taxes: Percent of taxable spending by construction workers in the county and 1 25% subject to sales taxes: Percent of furniture, fixtures and equipment to be purchased in 1 25% the county and subject to sales taxes: Expected city building permits, impact fees and connection /tap fees to be paid during construction, if applicable: Year 1 2 3 4 5 6 7 8 9 10 Tota I Total Building Impact Connection/ City Permits Permits Fees Tap Fees and Fees $1,440 $37,000 $4,500 $42,940 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $1,440 $37,0001 $4,5001 $42,940 The firm's estimated annual revenues (if available): (Enter an amount in Year 1 and the percent of annual increase or enter appropriate amounts for each year.) Year 1 Percent of annual 2 increase after Year 1: 3 2% 4 5 6 7 8 9 10 Total Firm's Revenues $950,000 $969,000 $988,380 $1,008,148 $1,028,311 $1,048,877 $1,069,854 $1,091,251 $1,113,076 $1,135,338 $10,402,235 The firm's estimated annual revenues are not available, estimate the ❑� Yes firm's economic output /revenue using RIMS II multipliers. The firm's electricity consumption and demand: Monthly Consumption - Kilowatt hours 2,913 kWh Demand - Kilowatts 1,223 kW The firm's annual utilities: (Enter an amount in Year 1 and the percent of annual increase or enter appropriate amounts for each year.) Percent of annual increase after Year 1: 2.0% Water/ Year Wastewater Stormwater Solid Waste Electricitv* Natural Gas 1 2 3 4 5 6 7 8 9 10 Cable Telephone $2,400 $400 $0 $0 $0 $0 $0 $2,448 $408 $0 $0 $0 $0 $0 $2,497 $416 $0 $0 $0 $0 $0 $2,547 $424 $0 $0 $0 $0 $0 $2,598 $433 $0 $0 $0 $0 $0 $2,650 $442 $0 $0 $0 $0 $0 $2,703 $450 $0 $0 $0 $0 $0 $2,757 $459 $0 $0 $0 $0 $0 $2,812 $469 $0 $0 $0 $0 $0 $2,868 $478 $0 $0 $0 $0 $0 Total 1 $26,279 1 $4,380 1 $0 1 $0 1 $0 1 $0 1 $0 * Electricity expenditure will be calculated based on consumption and demand. The firm's estimated taxable purchases of materials, supplies and services in the county and the firm's estimated taxable sales that will be subject to sales tax: (Enter an amount in Year 1 and the percent of annual increase or enter appropriate amounts for each year.) The Firm's The Firm's Year 1 2 3 4 5 6 7 8 9 10 Tota I Taxable Taxable Purchases Sales $100,000 $750,000 $102,000 $765,000 $104,040 $780,300 $106,121 $795,906 $108,243 $811,824 $110,408 $828,061 $112,616 $844,622 $114,869 $861,514 $117,166 $878,745 $119,509 $896,319 $1,094,972 $8,212,291 Percent of annual increase after Year 1: 1 2% 2% Number of new full -time jobs to be added in the city each year: (Enter only the additional jobs added in the city each year.) * If the business is relocating from outside of the city, the year 1 value should include jobs transferred to the city in year 1 and new positions hired, if any. Number of new employees who will reside in the City: Percent of total new workers to reside in: Average annual salaries of new employees in the first year: Percent of expected annual salary increases after Year 1: Percent of workers in new indirect and induced jobs that will move to the city for the job: Estimated percentage of workers moving to the city that will have new residential property built for them the first year that they move to the city: Household size of a typical new worker moving to the city: Number of school children in a typical worker's household Percent of taxable shopping by a typical new worker that will be in the city: 1 City of Winter Springs 7.5% 2 (inside Seminole County) 3 Seminole County 1 7.5% 4 (elsewhere in the county) 5 4 6 Total % moving to area 15% 7 6 8 7 9 8 10 9 Tota I Average annual salaries of new employees in the first year: Percent of expected annual salary increases after Year 1: Percent of workers in new indirect and induced jobs that will move to the city for the job: Estimated percentage of workers moving to the city that will have new residential property built for them the first year that they move to the city: Household size of a typical new worker moving to the city: Number of school children in a typical worker's household Percent of taxable shopping by a typical new worker that will be in the city: Number of new Number of new EE's residing EE's residing in the citv in the countv New Jobs added in the Year city each year 1* 0 2 2 3 4 5 6 7 8 9 10 Tota 1 2 Number of new Number of new EE's residing EE's residing in the citv in the countv 5% 10% 2.93 0.44 35% I I 5% 10% 2.93 0.44 35% Number of out -of -town visitors expected at the firm in the first year: o Percent of annual increase in the number of visitors: o% Average number of days that each visitor will stay in the city: o Average daily taxable visitor spending, excluding lodging in the city: $o Average number of nights that a typical visitor will stay in a motel o in the city: Average nightly room rate in a local motel: $o rx�pecte`d Out-of-Tow7n Truckerg Loading or Unloading at the Firm Number of out -of -town truckers expected to load or unload at the r o firm in the first year: Percent of annual increase in the number of out -of -town truckers: o% Average taxable spending in the community by a typical out -of -town trucker loading or unloading at the firm: Percent of truckers that will stay one night in a local hotel or motel: o%