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HomeMy WebLinkAbout2014 11 05 Public Hearing 501 Dunkin Donuts FEP Aesthetic ReviewPLANNING & ZONING BOARD AGENDA ITEM 501 November 5, 2014 Meeting Consent Information Public Hearing X Regular REQUEST: The Community Development Department — Planning Division requests that the Planning & Zoning Board consider: 1) Final Engineering Plan, and 2) Aesthetic Review for Dunkin Donuts, a 6,883 square foot building with a 2,310 square foot Dunkin Donuts restaurant and three associated retail bays located on the southeast corner of the intersection of State Road 434 and Stone Gable Circle. SYNOPSIS: The applicant is requesting approval of a Final Engineering Plan and Aesthetic Review for a 6,883 square foot retail center with a 2,310 square foot Dunkin Donuts restaurant and three associated retail uses. The subj ect property is approximately 1.26 acres in size and is zoned PUD. It is the commercial tract for the Stone Gable PUD Master Plan, which was approved by the City Commission on March 10, 1997. CONSIDERATIONS: APPLICANT AND PROPERTY INFORMATION: • Applicant name and address and authorized representative: Timothy Cloe, P.O. Box 4059, Winter Park, FL 32793, Bob Ziegenfuss, P.E., authorized representative • Property owner's name(s): Stone Gable, LLC • Property addresses: 861 East State Road 434 • Property Parcel ID numbers: 35-20-30-503-OA00-0000 • Current FLUM Designations: Mixed Use • Current Zoning Designations: PUD (Planned Unit Development) • Previously pproved Development permits such as conditional use, waiver, or variance (if any): Stone Gable PUD Master Plan - approved March 10, 1997 November 5, 2014 Planning & Zoning Board Agenda, Item 501 Page 2 of 5 • Development Agreements (if any): Previously approved Development Agreements for this parcel expired in 2002 • 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 Code of Ordinances Winter Springs Code of Ordinances, Chapter 9, Article XH - Minimum Community Appearance and Aesthetic Review Standards Winter Springs Code of Ordinances, Chapter 20, Article VI - SR 434 Corridor Vision Plan, Division 2 - General Design Standards for New Development Area Stone Gable PUD Master Plan - approved March 10, 1997 DISCUSSION: Final Engineering Plan The Final Engineering Plan proposes the construction of a 6,883 square foot building with a 2,310 square foot Dunkin Donuts restaurant and three associated retail bays located on the southeast corner of the intersection of State Road 434 and Stone Gable Circle. The property is approximately 1.26 acres in size and is zoned PUD (Planned Unit Development). On the Stone Gable PUD Master Plan, which was approved by the City Commission on March 10, 1997, the subj ect property is noted as Tract "A", the commercial tract for the Stone Gable PUD. On the Master Plan, note 5 under "Description of Land Uses" specifically states: "Tract "A" may include those uses permitted in the C-1 Neighborhood Commercial District." Restaurants and retail uses are permitted uses in the C-1 zoning district. A total of 3 8 parking spaces are proposed on site to accommodate both the donut shop and associated retail uses that are proposed. The donut shop will have a drive-thru. Per the requirements of the State Road 434 New Development overlay regulations, the drive-thru pick up window is not fronting on State Road 434. Vehicular access to the site will be provided via a full access point on Stone Gable Circle and a right/in-right/out on State Road 434. This access point via Stone Gable Circle is shown on the approved Stone Gable PUD Master Plan, and an existing stub -out has been provided on -site to permit access into the parcel. Stormwater runoff will be contained within the master stormwater pond in the rear of the Stone Gable subdivision. There are existing sidewalks located along the State Road 434 and Stone Gable Circle frontages. Pedestrian connectivity into the site from these sidewalks will be provided. Single-family units within the residential portion of the Stone Gable PUD are adjacent to the subject property. An existing 6-foot high brick wall separates the single- family units from the proposed development. The building is proposed to be constructed approximately 70-feet from the property lines of the single-family units that are located to the south of the subject property, and approximately 90-feet from the property lines of the single-family units that are located to the east of the subj ect property. Exterior lighting has been designed to protect the adjacent properties from glare. November 5, 2014 Planning & Zoning Board Agenda, Item 501 Page 3 of 5 The site has been designed in accordance with all applicable requirements of the State Road 434 New Development overlay requirements, and the approved Stone Gable PUD Master Plan. 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 southeast corner of the intersection of State Road 434 and Stone Gable Circle. 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 upper perimeter of the proposed building to help break up blank expanses on the fagade. The applicant worked with staff in providing faux windows along the elevation adjacent to Stone Gable Circle, and the elevation on the rear of the site that is adjacent to several residential properties within the Stone Gable subdivision to break up blank expanses of walls that were originally provided on these elevations. Staff feels that this project incorporates certain quality design elements that are promoted Citywide. The architecture is complementary to the diverse styles of architecture that have been provided in the City. (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 provided citywide and is in harmony with the surrounding commercial developments in the area. (3) The plans for the proposed proj ect 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, November 5, 2014 Planning & Zoning Board Agenda, Item 501 Page 4 of 5 (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 are typical of 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 upper perimeter of the proposed building and faux windows have been provided to help break up blank expanses on the fagade. (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 surrounding area. The City of Winter Springs is comprised of diverse architectural styles and, therefore, the proposed project represents a positive addition to this area of the City. (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 design specifications and architectural styles that are provided in the State Road 434 New Development Area. 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 upper perimeter of the proposed building, and faux windows have been provided on two frontages to help break up blank expanses on the fagade. The applicant worked with staff in providing faux windows on the Stone Gable Circle frontage and the frontage adjacent to single-family residential homes to the south 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 City of Winter Springs. FISCAL IMPACT: The construction of the donut shop and retail stores will add commercial taxable value to the City's tax rolls. A detailed fiscal analysis will be provided at the City Commission meeting. November 5, 2014 Planning & Zoning Board Agenda, Item 501 Page 5 of 5 The potential tax revenue of the proposed project is estimated as follows: 6,883 square foot Dunkin Donuts restaurant and associated retail uses assessed at approximately $775,000 $775000/1000 = $775 $775 x (2.54) = $1,968.5 $1968.50 (less the 4% statutory discount) = $1,889.76 tax revenue Taxes paid on vacant land now (data obtained from Seminole Countv Property Appraiser) $219,544 assessed value for entire parcel $219,544 assessed tax value 219544/1000 = 219.544 219.544 x 2.54 = 557.64 $557.64 tax revenue Total Potential Tax Revenue: $ 2,447.40 (1889.76+ 557.64 2447.40) COMMUNICATION EFFORTS: The Meeting Agenda and this Agenda Item have been forwarded to the Planning and Zoning Board members and are available on the City's Website, LaserFiche, and the City's Server. The Agenda has been forwarded to the Mayor and City Commission; City Manager; and City Attorney/Staff. Additionally, the Meeting Agenda has been sent to media/press representatives, all Homeowner's Associations on file with the City, all individuals who have requested Agenda information, Department Directors; and also posted outside City Hall; posted inside City Hall with additional copies available for the general public. On October 15, 2014, the applicant mailed the Stone Gable homeowners association president a packet and letter in regards to the proposed development. Additionally, the property has been posted with a large yellow sign noting the date and time of the public hearings. STAFF RECOMMENDATION: Staff recommends the Planning & Zoning Board recommend approval of: 1) Final Engineering Plan, and 2) Aesthetic Review for a 6,883 square foot building with a 2,310 square foot Dunkin Donuts restaurant and three associated retail bays located on the northeast corner of the intersection of State Road 434 and Stone Gable Circle subject to the satisfaction of the attached staff review comments prior to these items being placed on a City Commission agenda. ATTACHMENTS: A. Final Engineering Plan B. Architectural Renderings - Dunkin Donuts C. Stone Gable PUD Master Plan - approved March 10, 2014 D. Staff review comments E. Letter from applicant to Stone Gable homeowners association president PRELIMINARY0 IC, 6��O)� / DEVELOPER & CONSULTANTS DEVELOPER DUNKIN'BRA— BE SRS MA,ERVISTA DRIVE RLAND0 FLORIDA 33831 PHONES DUiS 4U0"' . [OTT NASTPOUNKINGBRANDS.[DH CDNTA CT CIVIL ENGINEER/AGENT vELDPHENi SERVI[Es 7008 EAST COLONIAL OLO IAL3DRIVE. SUITE 10D OR 'PHONE: 40 B'oeIIoEVECHERT�DPNENiEGE.FUsERVICEG[DH SURVEYDR PHO E 4o FLORIDA rn IE«souiHNET PE ARCHITECT 3D316s I. PHONE: 3S3 B61R514B t T D.COI CDNTA (Ji: JOHnN�ONN DONAHUH E Attachment "A" FINAL ENGINEERING PLANS�,,FOR DUNKIN° DONULiCQEFE� &M 861 EAST STATE ROAD 434 WINTER SPRINGS, FLORIDA 32708 JURISDICTION: CITY OF WINTER SPRINGS PARCEL ID:35-20-30-503-OA00-0000 INDEX OF DRAWINGS I PROJECT REVISIONS LEGAL DESCRIPTION TRACT A. STONE GABLE. AS RECORDED IN PLAT BOOK 54, PAGES 13 AND 14, PUBLIC RECORDS OF SEHwOLE COUNTRY, FLDRIDA. [ONTAH& S 854 SQUARE FEET DR 136 ACRES HDRE DR LESS. z 0 e om N sJ � o0 �3 n �o a w Z y o� �o 0 B6 It 00 r) O � N Q m LL z � V az F— V) Ln La W Z z z o6� DP TE:13e-01-14 DRAWN'. 1R CHECKED.RZ C000 PROJECT NO.: 2014.0138 EROSION CONTROL NOTES ALL FRDSIDN CDNIRDL MEASURES SHALL REMAIN IN PLACE UNTIL COMPLETION DF CDNSIRUCTION. 1 [Of1RBL WDMENT rN SHALL COxFBAM WITH LOCAL THE FIRST STEP IN CONSTRUCTION 'R BE 7 HE SITE, E.UPL TO DR EIETTER THAN G CDS'TIDN,`UE. E5505RICT SPECIF-IDIS, SUBICET TD I ALL AREAS AFFECTED " THIS "T' C E7. TO OTHER CDISIRUCT Ox"IT AND NORADDIIIDxAL TOME.-ID1 SHALL BE INCIDENT` LLOWED. '15 . THE CDNIRACTDR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY [0 ESIRA(NCISES BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR 10 S. PRIOR 1D CDNSIRUCTIDN THE IDNTRA17DR SHALL PROVIDE TREE PROTE17IDN BARRIERS TO MEET THE REQUIREMENTS OF LOCAL SPECIFICATIONS. ,E_ALOTl..AANO s7AULZE A.,T' PBTEeiu A.... AARE. MMEEXP7ELD FBI 1, CONTRACTOR SHALL KEEP ANY AND ALL SAND. SILT OR OTHER BEBRIS FROM MOVING EFF-SITE. USE AND MAINTAIN SR1 FEW[E JUST INSIDE THE LIMITS DF O DI B. CONTRACTOR SHALL BLOCK INTRUSION OF SAND, SILT OR DTHER DEBRIS INTO ANY DRAINAGE OR SANITARY SEWER STRUCTURE OR PIPING ON OR ADJACENT TO THE SIIF. CLEARED' ALL S FOR IMPRDVEME17 AIDIOR COx51RUCTIDI SHALL BE WATERED TD PREVENT WIND FRDSIDN. 10, FOR ADDITIONAL INFORMATION AND DETAILS. SEE F DDT. INDEX NO, 1D3, 11. UNLESS SPECIFIED, SILT FENCES MAY BE USED IN LIEU OF SYITHE71C BARRIERS. 3. ADDITIDNAt POSTS AND RAILS MAY BE NECESSARY TO SECURE AND SUPPDRI BARRIERS. 13DT ADDITIONAL RNING IOONAL BARRIER LENGTHS HAY BE REQUIRED BY THE GOVE 14. FILTER FABRIC MUST BE INSTALLED UNDER ALL INLET GRATES. AT ALL TIMES W E EN INLETS ARE RO[MOB 3SS R0EETED BY EO GILT FENCE OR SYNTHETIC BALES/WAIILES, UNTIL GENERAL NOTES THFSF PLANSIPRIORMTDLTHE START OF'CONSTRUCTIONMSELF WITH � ANY CONFLIC15E IIIE x5 AND BETWEEN CONDITIONS IN THE FIELD AND THESE PLANS SHALL BE REPORTED 1D THE, ALL ERAL 1INFRASTRU[ TURF AND IMPROVEMENTS SHALL CONFDRM 10 THE STANDARDS AND 5PECIFIE-DIVE, OF THE LOCAL JURISDICTIDN AND WILL BE 2 MTE LOCATION 161 E STATE READ 131, WINTER SPRINTS, FLDRIDA 32768 3. THIS SITE LIES IN FLOOD ZONE X, BASED DN FLOOD INSURANCE RATE MAP CDUNIIC(CITY 'xIER SP Y.FLORIDAEFFECTIVE: SEPTEMBER3B, 2001RIxG51 SEn1x0LF PHIC TREE SURVEY BY SURVEYS OF N(.7- EAROBINSON S1RFE7u DRLANDD. FLORIDA T338 3. D TED DUNE 14. NDD.3t TELEPHONE NUMBER ID-91-6311 TRE SURVEY BY SURVEYS OFRDRLANDDRINC, DATED JUNEC14M3014 FGEE NOTE 4 ABOVE RIGHT 6, LEGAL DESCRIPTION SHOWN HEREIN IS FURNISHED BY SURVEYOR, AND IS INCLUDED FOR PERMITTING AND APPROVAL PURPOSES, AND AS A COURTESY FDA H THE CONTRACTOR TETHE MES ENGIEER ASSUID LIABILITY FOR ITS ACCUR 1, SITE GEDTECHNICAL INVESTIGATION PERFORMED BY CDNESTOGA-ROVERS % ASSOCIATES. THE CIVIL ENGINEER ASSUMES ND RESPDSIBILITY FOR THE CDNTRACTOR SHALL OBTA NMA COPY LDF CTHF GEOTECHNICAIOENGINEER'S REPORT MIS MTE o EOMPLY WITH RECDMMENDA71DNS EDNTAINED THEREIN IF ADDITIONAL SERVICES ARE REQUIRED, THE CONTRACTOR SHALL MAKE A REQUEST 10 THE OWNER, B. [ONTRAETDR SHALL PROVIDE R FENCEOR DTHFR METHNSI ATLIM- OF CONSTRUCTIONCANDARO ND EACH SILT STORM INLET PRIOR 10 CONSTRUCTION, AND SHALL MAINTAIN SAID EROSION CDNTROL DEVICE5 DURING CDN51RUC11DN, ALL IN CONFORMANCE WITH CURRENT LOCAL. COUNTY AND 51A1E CRITERIA, SHALL AS MAY E NOTED ON THE PLANS, OP ALL DBSIRUCTIDNSAND DELETERIOUS MATERIAL SUCH AS FENCES, WALLS, FDUNDATIIN, LOGS, SHRUBS, BRUSH, WEEDS, OTHER VEGETATION, AND N(LUDING WHATEVER NATURE, A'N OF RUBBISH ONY HAZARDOUS MFATERIAL ENCOUNTERED,OFF SHAL'L TE BE'NNACCDRDANCE WITH APPLICABLE L DCAL, STATE, AND FEDERAL RULES AND REGULATIONS ID f CONTRACTOR SMALL IMMEDIATELY IOTIfI THE ENGINEER Df ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS PRIOR TO START OF CONSTRUCTION. THAT HE THE CDNTRACTOR SHALL REMAIN SOLELY RESPONSIBLE FOR ANY DESIGN WHICH ME MAY INCORPORATE INTO THE PLANS WITMBUT PRIOR WRITTEN CONSENT AND/OR APPROVAL FROM THE OWNER AND THE FNGINFFR, 11. THE CONTRACTOR SHALL CDORDINATE ALL WORK WITHIN THE EXISTING TA STF ROAD 434 AND S70NE GABLE CIRCLE RIGHT-OF-WAYS WITH THE LkWN UPR7rWLD1IRF URTAT�n NPL[T�.Of WINTER SPRINGS, 13, THE CONTRACTOR SHALL RESTORE OFF -SITE AREAS TO A CONDITION EQUAL TO DR T BETTER THAN THE CONDITION EXISTING PRIOR 10 COMMENCEMENT OF CDNS7 DN 14, ALL DISTURBED AREAS SHALL BE SODDED. " ATCDNSIRUCTIDNLEAST 3THEAFINALRIORCERTIFICATION PROCANTICIPATEDESS WILLMPLETBEGIN. THE CONTRACTOR SHALL PROVIDE DOCUMENTS AND INFORMATION IN A TIMELY MANNER, TO ENGINEER. INCLUDING. WITHOUT LIMITATION. o. SURVEYED 'AS-BUIL15" MEETING THE REQUIREMENTS OF THE LOCAL b,COMPAC110N AND DENSITY TEST REPORTS, L. PRE SURE TESTING AND BACTERIOLOGICAL TE511NG RESULTS, AS REQUIRED. FOR WATER DISTRIBUTION AND/DR WASIEWAIER COLLECTION/TRANSMISSION SYSTEMS. THE CONTRACTOR SHALL HAVE TWO 12) SETS DF AS -BUILT PLANS, SIGNED AND SEALED BY SURVEYOR OF RECORD, DN SITE THE DAY OF THE CIVIL ENGINEERING FINAL PUNCH LIST INSPECTIDN, THE GENERAL CONTRACTOR IS 1D GIVE THE TWO AS -BUILT PLANS TO THE RSHPRESENTATIVEC FROM Z DEVELOPMENT HE SERVICES IB.PLE71 NORED-LINED AS �BUILI PLANS WILLABf GIVE N'TO ENI THEE G[C FOR REVISIONS lOOF BE MADE. REVISED AS-BUILTS WILL NEED 1D BE FORWARDED TD THE ENGINEER BEFORE ANY EERTIFlEA71DNS CAN BE INITIATED, " ALL TRAFFIC CONTROL ALLATION SMALL MEET THE REDUIREMENTS OF THE LOCAL SJURISDICTIDN AND/OR . EBUIPMEN7 AND TFLDRIDA DEPARTMENT Of TRANSPORTATION. 11. VEHICLE PARKING SPACES SHALL CONFORM WITH LDCAL CUE. ACCESSIBLE PARKING IPAIEI AND A11EII CURRENT ADP RFDNRF MENTS. ROUTES SHALL FURTHER CONFORM WITH 18, HANDICAP PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM WITH CURRENT ADA REQUIREMENTS AND LOCAL ORDINANCE. [6NTLANDRU CAPE EESHALL BE TRIMMED 1D ENSURE SIGHT VISIBILITY OF TRAFFIC 30. ALL PAVEMENT 15 DIMENSIDNED TD FACE DF CURB. AR[x TE [BUILDING DIMEN51DNS AND LIES ARE TO FACE OF BUILDING, SEE URAL PLANS 33. ALL PARKING LOT CURB RETURN RADII ARE 3'UNLESS 07HERWISE NOTED. 23, BUILDING AND SITE IMPROVEMENTS ARE PARALLEL AND PERPENDICULAR 1D E NORTH AND IDU71 PROPERTY LINES UNLESS D71ERWISE NOTED GC NDIE: f DA Tx5 SHEET COD1 SHALL BE CROWDED 10 ALL BIDDERS AN] SU SUB-CONIRACI(WS UTILITY NOTES UTRITIES. INCLUDING WITHDUI LANY MIlAlKINMPDIABLE WATER. RECLAIMEDCWATEFY R' SNIIARY'SEWER, THE IDNTAAITM AIL FLD ALL S10RM SEWER AND SERVCE UIILIl1E[, Al POINTS OF (ONJFCIIN,F POINTS N CROSSIS,SAND/DR ioxon IAL EBNFUE7 ID11Fv ENGINEER DF ANY DIEREPNDES BETWEEN THE PUTS A D HELD d�_OENfBN GAS L' THEIKES, ETC, LDAT`SHOWN ON'iHFUPLANSSARf BASED ON11H[ BEST AVAITITIE. SUCH AS WAER MAINS. LABLE I=AI ON ANDRS, ARE SHOWN FDLIABILOY FOR ACCURACY ANDCCOMPLEIENESS,L111AISTTHE CONTRACTORS RESPNSBILITYRCOR THE ENGINEER IND OWNER SlOf x0 CDNIACI ALL UTILITY COMPANIES Al LEAST LB HOURS PRIOR TO ENMENCEMENIF 11INS7RUETHM OR DEIDL17IDN AND 1D HAVE THEIR FALLTIES LOCATED IN THE FIELD PRIOR lD ANT WOR Y DUE TO GRAPHIC LIMITATIOS OF THE DRAWING SCALE, ALL S RM SEWER, DRAINAGE, WATER AND SANITARY SEWER MARS, SERVICES. B, f LATERALS,. IONNECTIDS, AND NPURTENANCES DEPCTED THE (Dx1RAC1DR SKNILMBEFRfGPDNWBLE OREIMf f NALRLDE TID 5MDURNG E MA`THE CCONSTRU[TDN AND WITH THEARESPECTIVE GNERNNG ALLATION IF THECGENCYTUTS. LLIYIPROYID[RWCL 'xG ANY RFOu6ITF NRDINAiOx 8 ALL WATER AND SEWER EONSTRUE71DN SMALL CONFORM 10 THE STANDARDS AND S 0FCA110N5 DF IMF CITY DF WINTER SPRNGS, AND WILL BF SUBJECT 1D THEIR INSNCTIN A5 ACCEPTANCE 4. CDNTRACIDR SMALL IINSPECT PIPNG AND MATERIALS REFDRE INSIALLATIIN 10 DETECT APPARENT DEFE[15, MARK DEFECTIVE MATERIALS WITH WHITE PAINT AND PROMPTLY RFMDVE FROM SITE, S LAY SEWER PIPING BEGINNING Al LOW POINT DF SYSTEM I[DN1E[1DN TO DFF SITE SYSTEM DR PUMP A Rw ION, TRUE TO GRADES AND ALIGNMENT INDICATED 1ITM UNBRDIEI [DNTnY X INVERTS, INVERTS, PLACE BELL ENDS DR 4RODVE ENDS OF PIPING FACING U5IREAM, AINTAIN SWAB ORODRAG N LINE AND WLLMPASi EAERCH JOINT AS111RISLCONPL[ifD. pLpTL55Fi. 1. MAINTAIN 36- (DYER DVER MAIS, AND 30" OVER SERVI(ES/LATERALS UNLESS OTHERWISE NOTED STRUCTURES, THE"CONTRACTOR'SHALL IN CMODIFY THE URG AT SSTRUCTURESL FRAMES, AND GRATES 10 MEET THE PREU SED 6AMES UNLESS OTHERWISE DIRECTED 9, S INSTALL CONTINUOUS LDCAIDR TAPE/WRE,LOCAIED DIRE17LY DYER POTABLE WATER MAINS AND SANITARY SEWER MAING AT 6- TO T KI WHERE CGRANULAR'BE BALK FILLED N ACCDRDN[E WITH AA.SAJO: 1-99. WITH COMPACIED PAYEHENT, EC ROLCS OR 110 LIES AND E LIGxIIxG STE WITH GENERALCONTRAC10R SITE UNDER 0, ALL TRENCHES EXCAVATED MR THE PURPDSFS OF UTILITY/STORM NSIALLA710N SMALL BE KEPT DRY FDR THE DURATION OF UIILIIY/STDRM EONS RU17IDN. DEWATERING DF U11LITYIS10N TRENCHES MAY BE REQUIRED 1D PREVENT FLDATATDN DF UTILITY/STORM PPES DURING NSIALLA710N. B, THE WASTFNATERRACTM SMALL AND SIDRMAAIfTIFY THE R SYSTEMSMGINEERSD TRIE'LY CERTIFICATIONS MAY COMPLETE FOR WATER, BE HITIATED.RESULT �AS BUILT SURVEY SHALL BE SUBMITTED 1D ENGINEER PRIOR TO FINAL [ER11FICATIDN. Y.. SUITABLE CDUPLINGS[ONPLYING WITH ASiM SPECIRCAl10N5 ARE REQURED FDR JDNINO OISSIMLAR MATERIALS G. DEFLECTION TESTS ARE REOURED fN ALL FLEXIBLE PPE, TESTING REQUIREMENTS: II ND PIPE % 31 uS1xG A DGID BALL N nxxOREL f0R Tnf D[fLf[IIDN 1ES1LWIlH A DIAMETER NOT LESS THEN 95% Of 1Mf BASE INSIDE DIAMETER OR N[RAGE IMSDf DIAMETER OF THE PIPE; 31 PERFDRMNG THE TEST WITHDUI MECHANICAL NILLIS DEVICES. B. MATERIALS IWAIEN 1 SERVICE PIPE SHALL BE KLIETHYLENE INK TUBING, DR9 NNIMUM, 1 WATER MAINS SHALL BE PVC ASTM E90, DR 18 WITH INTEGRAL BELLS AND ELASINERIC JOINTS PER A-[3139 AND GASKETS PER ASTM F411. 3 DUCTILE IRON PIN (DIP). F REOURED, SHALL CDNFNN TD ASVAWWA AM51/C151, (LASS 5D IMIN) PPE FOR ALL SIZES. 4. CDRPBRA71BN SIDPS SHALL BE BRASS,, SIZED 10 MATCH THE TAP DIAMETER,. BOUIPPED WITH WA CB001CURB ITOPSISMALLVBFCSRFD i0 MNI ATCH THE'HETER SIZE AND[DNFORN'MITHINS AWNA (GIN AND AWWA OR M SFITT,NG SHALL BEBAS (, CAST AND MACHINED IN ACCORDANCE WITH AWWA C90G AND AWWA R EPOPEB DOUBLE STRAP,OAN[HDRFDLBY A MNMUM FOUR I46 TAKING SADLES SMAL BE USED FDA ALL EIRBU11"TLPAINETTERN A PSON AADUCIILE IRON SADDL SFDDL[B[ 801 FIR PVCEPIPE, OUBLEESTRAPS SHALL ICDRROSON RESISIANI ALLOY DIMETER SEALING GASKETS SHALL BE SSTEEL, ESRED POPE COLORLVIA1INTEGALABLERAL PPWATEREPCOIPELOR, STRIPING,AND POPE IOR DTHERAGS HETMD05, FR THIS PROJECT WILL BLUE IN C. Nte IPV[1 [ONfORMIMG iOCASiM OA33tID ISNG165WITH PVEH-DM RUBB[RCGASFfi JONiSLORIDF POPE 1 ALL FITTINGS AND AC[ -DRIES SHALL BE MANUFACTURED OR SUPPLIED BY THE PIPE MANUFACTURER DR PRIM-NPRDVED EQUAL, 3, BEDDING AND NITIAL BACK FILL EVER SEWER MDS AND SERVICES SHALL BE SAND WITH NO RDEK LARGER THAN I- I DIAMETER D. MATERIALS ISTDRMI 1 REINFORCED CDN:REIE PIPE DICK 0IED) AND 5Ml0 n'tl0 HALL EIDRDOSM TD AGTM E 1 B.A. NIL t43 STANDARD SPECIFICATIONFFOR AIMS FOR RCP USNG RUBBER WSAfiS. ASin o AITM C 501 ICLASS 1111 AND AASHTD M 3NLSTANDARD SPf[IFI[AI,DNS. 3 MDPF PIPE AND FITTINGS SHALL MFFI THE REQUIREMENTS DF AASHTD M-15113'- L M-39t 113' AND LARGERI, TYPE S ICORRU6ATEG DUTSOE - SMOOTH NSOE, 4--6B'E A5 NP1 16P TYPE 51 BELLAPIfiDI GASKET FOR MDPF PIPE SMALL BF SOIL/SIL1 TIGHT PER AASHTD SECTION 16 WITH RUBBER A. PVC STDM SEWER PPE 113- DR LESS)AID fTTNGS SHALL BE NEW -PRESSURE PDLYYINYL UTILITY DISINFECTING & TESTING NOTES INCLUDEDWATER 1AINS THAT ARE C CONSTRUCTED OF POLYVINYLCHLORIDE PIPE WILL BE THAT AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD 1- � WATER AINS INCLUDED IN 1H15 PROJECT WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD MID. LEAKAGE TESTS ARE REQUIRED AS FOLLOWS: 1) THE LEANAGE f%f It RA iION OR INFILTRATION GOES NOT EXCEED 30O GALLONS PER INCH Of PIPE DNMFTFR PFR MILE PER DAY FOR ANY SECTION OF THE PIPE. 11 EXFILIRATIDN DR INFILTRATION TESTS BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 3 FEET; 3) AIR TESTS, AS A 1INI1U1, CBNFDRn TO THE TEST PROCEDURE DESCRIBED IN ASTM C 838 FOR CLAY PIPE, ASTM C 93t FDR CONCRETE PIPE, AS TM F-tt11 FOR PLASTIC PIPE, AND FOR OTHER MATERIALS APPROPRIATE TEST PROCEDURES. DISINFFCTIDN OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE BACTERIDLOGK ALHTEST RESULT SAWWA 1111 ' SHALL TBE SUBMITTED 10 ENGINEER - WATER PIA- APRIDRYID FINAL CERTIFIEA71DN THE CONTRACTOR SHALL MAKE KID -FINS TG PROTECT THE ACTIVE EXISTING DF'THERNEW MAMAS SPECIFIED NIW 'AWWAON RC651F931xG, FLUSHING, AND iF Sl1xG CONTRACTOR SHALL UTILIZE A JUMPER CONNECTION DURING WATER MAIN TES71NG.ALTERNATE TYPESF BACKFLDWI PREVEN71DN MAY BE UTILIZED AS E UTILITY SEPARATION NOTES 1, NEW DR RELDCATED. UNDERGROUND WATER MAING INCLUDED IN THIS PROJECT WILL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF Al LEAST THREE FEET BETWEENANY FXISIING DR PROPOSED VAC NM -TYPE SANIT HE DU-DE OF THE WATER MAINTARYAND SETHEWER�STOSIDERM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 61-61D. FAC.: A HORIZONTAL DISTANCE OF Al LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE DE Of AN EXISTING OR PROPMED GRAVITY -TYPE SANITARY SEWER IDR A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EX157ING OR PROP SED GRAVITY -TYPE SANITARY SEWER F ixE BD lOn OF TxE W IN IS LAID AT LEAST SIX INCHES ABOVE THE TDP OF THE SEWER: AA HORIZONTAL DISTANCE Of AT LEAST C ET BETWEEN EI THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING DRPRDPNED PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, DR PIPELINE CONVEYING RECLAIMED WATER N07 REGULATED UNDER PART 111 Of CHAPTER 6R-60UER T5NE'BE MTHF WATMAAIN AL 'ND ALfOF RTS OFAANYTEXISi EXISTING DRET BETWEEN PROPOSED "ON -SITE SEWAGE 1REAIMENT AND DISPOSAL SYSTEM' 1. NEW DR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PR3f(T AND THAT WILL CROSS ANY EXISTING OR PRDPDSFD GRAVITY - DR DUTSIDEUOF 1HEYWATEH 'MA INYIS ATCLEAST OR SSI% IN,_ABOVE THE7111" IEWER WILL BE E AID OTHER SD THE EA ITINCHEI BELOW THE 01HER PIPELINE; AND NEW DR RELOCATED, UNDERGROUND WATER MAINS THAT BE INCLUDED IN THIS PROJECT AND THAT WILL CRDSS ANY EXISTING FR PROPOSED PRESSURE -TYPE SANITARY 'EWERIN Rf CLAIMED WATER WOvf OR LS[IDSWD THE ff 0T1ER'DPIPEL NENE Y E WATER CHAIN IS A7G LEAST 12 INCHES 3. AT THE UTILITY CROSSINGS DESCRIBED ABOVE. ONE FULL LENGTH DF WATER PELINE SO 71E WAIN PIPE TER MA NMJDINIS WILL BE C AS FAR CASRPOSSIBLE FROM THE DITHER PIPELINE LE STCTH'REE FEET'HAFROM ALARRANGED JDINTS NTHAT VACUUM_TYPE CSANITABR MAIN Y SEWERS. AT STORM SEWERS, STDRMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER Rf GULATED UNDER PART III OF CHAPTER 61-61D, FAC., AND Al LEAST 51X FEET FROM ALL JOI'WATRNTS IN GRAVITY - OR PRESSURE - TYPE SANITARY SEWER'SRECLA MFD WATER N_T RW"TEGULATEDPUNDERMPART IIIIOF CHAPTER 61V610NPAC, UTILITY CONTACTS -ER/WATER/STORM CITY OF WINTER SPRINGS PHONE ID -327-75N S10Rn/DRANAGE ST, IFIELDS. P DHS RIVER WATER MANAGEMENT D61RET 6U1 SpUTH LAKE DESTINY ROAD, SUITE 300 FIRE MARSHAL E1 BUSH BOULEVARD LC SAFETY SDEND. FLORIDA 33113 CONTACT: GREG FORT ELECTRIC PROGRESS fHERfiY DVIED6. SR GAS 411,1HKNLBLA1, MW PHONE [DNTA[TMJERRYLOWENS TELEPHONE/CABLE BISLLSNIM / AT&T ORTH NOVA ROAD DAY1DNA BEACH, FLORIDA 33D1 PHONE: 3P 66B 56Pn1iL0n BLOS, PE SITE DATA: PROPERTY LOCATION 80 E. STATE 1 4 4, WINTER SPRIGS,INfLDA 3n08 PRICIPERTY PLANKED UNIT DEVELDPMENI IPUDI PARCEL ZONING ID No 3S-18-A-5034A08-0OR EXISTING PROPOSED USE: RESTAUR vA Ax A, W. Sf RR6RACREI PROPOSED GROSS FLDCR AREA: PRDPDSFD NNKN DONUTS 9 = R310 SF PROPOSED RfiAl SPACES • 4513 Sf TOTAL = 1,893 FLOOR AREA RATIO HARE DD115 BUILDING SETBACKS, MOURED PROVIDED FRONT (NORTH / SR 3L1 50 FT 61 F1 SIDE TENT) 10 FT 93 fl SIDE 1WEST1 M fl 65 fl REAR ISOUTN 30 FT 115 F1 A REDURED PRDYmeD xI IIORIH I SR thI 15 FT 15 f1 DE IEASTI 18 fl 18 fl IMINI SIDE IWESTI 30 fl 10 fl REAR ISOUTHI 18 IT 15 fl BUILDING 6.183 SF PAVINGG AND SIDEWAFOOTPRINTLK TOT, M IMPERVINS AREA 31A31 SF 5 AC 168.11" PERVIOUS AREA 11,53E Sf 0 AC 13189% TOTAL SITE AREA 54 - IF 1. Al IAO%1 PROPOSED IMPERVIOUS AREA: 31A30 SF 1681%) MAXIMUM ALLDIAME IMPERVIOUS AREA 10. LEGEND MEET EXITING MAU PROPOSED MEG Ell I IAIE"ENI SIDEW GRADE ABREAK SPOT ELEVATION DREETIOMSIOF PE OW AID PERCENT INLET EDP fiB �I1IT� DOWNSMUTS SANITARYSEWER BNAMroLf ELEAIDUT WATER E FIRE HYDRANT ASSEMBLY WATER METER vfx11N DEVICE NO- REDUCERLvf UIDERMDUID SITE LIMING LL[[1N[ I --0 o AI I 1 III UNITo PARKING SPACE 1D1ALS O D'TAL SHEET NUMBER e 11) OF RHe wo:°M If={ zv Lu V //IL.\- i R J W \ a Lu V d m m Z � N o0 � wg o � O C CJ e e O B o O •7 N O O NO p o t �v 00 M Q � N Q M LL Lu LA az F- v) un �La W Z ~ Y1 z D DATE; 08-01-14 DRAWN'. JR CHECKED', RZ C001 PROJECT NO.: 2014.013B PLAN KEYNOTES: o HANDNAP PINKING, STRPIx6 L HDDLAP A(CfsQ� O HANNUO PARKING� SIGN IR RED'UI � oPA—UN1 MARKM O LONCREIE PAVEMENT IAl DRNE-THRU LAND 0 1DNIRETE NALK NTH E-NNDN,DNIS L SCINK © CDNINETE APRDN nA� o I' t �iSAiN[N E ENT-ENTRv[ n°Sif51�5 L 0 o V EDNIRETE IER71EAI ERRB - TlPAAl O TYPE -F- CURD AND GUTTER O 3 PT. uIDE (DNERETE vAufY GUTTER ,0 oMDNDUTHIE ERRR AND SIDENIALA „ O SIDENALrc RANP 13 0 SDENALN HAF.RAP RANP } o DETEEIABLE MARNMG IYPIEAI „ IS BDLLARD 15 ISff `AIMHTE[1LRR.1L R1.1N5 F R OfiA LSI O MDNUMENI 56N (UNDER SEPARATE PERMIT) 1�B 3-STOP S6N IRt11 TYM(AL o DD MIT ENTER SIGN IYPEAL ® 'RGH1 TURN DNLY-S6N O I-111 1171 IPAINT) PARNNG s1RMNG IYPEAL ❑n®® iDB1 F lHI^i.61Fl1.n YBR[NSN Alrcl SiX°YGp RiLL�G?W PANTED TEVERLINNE tfNXpLNuLR lEaTW PANTED DASHED O SITE LINSITINNIS FITURf TYM(AL ISEE SITE L GHl NG PLANT ® NEW F RlF 6RiDu6R6`NRA°`NA6E PLAN SHEET IN. ® IS1f STE BRADNG P DRA`NLRL PLAN SHEET (DDLI ® (SEEPSTE UIILL`TYYPLLANTSHEET C0P3, ❑� SPACRD n1NN`F�RMTCIN1ERwL NHENRDN) S—N6 R9 IAl fEG[NO1T[ZERE71 PAIEMENTI LAN[ SiRP NG ® ISEE =TTRAP y[L7YSPLAN SHEET I -I ® RPPANENNC&NAUL5LAN5 FDR DETALSI Ell ISFE°.°1RREHRIAIRLRAL PLANS FDR DETALEI Qj P aeTR €�4 wBpa IR1 REE;. s`DEVA L No 0 ® NNE: SANC5U7EXIISTIN(D MIA lMIEURSAAIUxfAR[51 CDNSiRU(i p! ® A1D fz si NG PAAvfHlll llo HUTLJGlxfu sofuA(rc CRETE ® NAWN5ENti�m���fEX rt[rovu'�'H.f[N IN�G �A,PDW MN` xD1E. JDANW U 6NNR I°DNTR�T(1M1LIN NEAREslnun. ❑ssAD,�pR3 DLLARDSI LSEE9.E°n",. R".N. o -DRIVE-THRR 6RAPHL P.FwTED EN 1) (DNCRf7[ NHf[L STDPS- lYM(AL Av'BFxi ® BRYCLE RACK DNA 5'e6' [ON(REIf PAD 19 w� _ C v a_ d 0, >v �m N so n o� 0 O G IN � $ Y O � O Ln O O � N O R sLL O � N Q M ��� z ~ (1 V) �La W z-1z o 00 DP TE:D8-D)-14 DR41A'N'. A CHECKED.RZ C002 PROJECT NO.: 2014.013B s "r I I110= 1 I�a�a �,e 1'WI I f*a..M— " it Z — RETA. RETAL RETAIL OUNKIH — —t - — -- — — �OI A' B. 'C' DONUTS "4. F 1,5685E 1,5205E 1,6915E 2,3105E TT.-P W T.f.-2 W 2 WINK LOT 25 2. J�Se" Mul 1 • \ ,�Fe 4�J I V \ �'"'e LOT 2s 5A3°53171V 193.12'PL5T \A • 18aci 6_51— 22TAXIAl— \ �lC`� • u `E LOT 35 � LOT 31 LOT 33 LOT 32 \ \ Y � �•� �� , A I I I I I I 1 SL35 50.01•NEo3 4]W — — —yyg•5 5O-0O' PLOT STONE GABLE CIRCLE 30• R/W I ` d I\ 0 NORTH 20 0 20' 40' APMENT TURNING PATH o GRAPHIC SCALE w� a- 0 da e LLJ >v U om N sJ 00 �3 n o0 a Z 0 G r z y o � a a N O O N C p N O i� ��jp � E 0 LL O � N Q M Ei Z~� Lu ILA az �Va N up cl� WLJJ Z z z o 00 DATE:08-m-14 DR41A'N'. 1R CHECKED'.R2 Q C002.1 PROJECT NO.: 2014.0138 REQUIREMENTS FOR FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTION IFDCI. 'NH FRHtt)RRNI. INFPRIDI 183L 11A 4 fiH[LfRRRNIE 101Hf RIAR Df NRFfE[HIXORAFIT LOCATION AND D157RIBUTION SHALL FOLLOW NFPA 1, STHE LOCATION OF FIRE HYDRANTS AND/OR ON -SITE WATER TDRAGf TANKS OR CISTERNS SHALL BE IDENTIFIED BY A BLUE R. FDCA AND FIRE PROTECTION APPLIANCES SHD IDIE THE DFSED WITH A Rff LECTIVf PAVEMENT MARKER. FVPLIPNdfS.INfPGFt L FEET IN x Ax H 1 DF THE h 5_ME SIGNAGF SHALL FOLLOW THE SEMINOLE COUNTY 'GUIDE FOR s, Naax OF 1111111111 X 1 e x ;n SITE UTILITY PLAN ,v NOTES: REQUIREMENTS FDR SPRINKLED BUILDINGS F CDMRA(TDR IS RECUTRFF INSTALLFINE LINES. UTILITY KEYNOTES: t VA UI v A An WI VIDEO ENSPECTED. WITHA `IiY PP NERPROTECTIONAND ErND AT A POIu:Rt_&TABovE THE WATER Ix E7COPY 1ONPRIORE70 EER71FIEA'OpltExF Ox A [D AS PART OF ixF FINAL e. SPRINKLED BUILDINGS STARTS AT THE DOUBLE DETECTOR RVALVE.E LINE fOR C WATER LINE 17UIDUT OF7REW TRASEPARATE PERnIT IS REQUIRED BY ixF [OxiRA[lOR FOR ixF GREASE CHE(ATHE C. ND 07HHERDEPARTMENTWATER CONNECTION 'HHALL BE OFF OF' THE LNE, FIREDOF O NET NOT TAPPING SLEEVE a NAIID D. THENx x HALL W -IN THE FIR xv I xx ACn ETMETf pRG�TUDx'B[UP�T�R]EYfFD�ESH IVK VALVE G. ALL fIR[ LIKfg SHAL�N�Pf(,TFD IC FIA INSPf INSPECTION DEPARTMENT OIBI WATER LINE i0 NYOR°AN1 O HYDRANT ASSEMBLY MY GARR[I AND ALL [APS — — STATE ROAD 434 ___________--------- 124 R — — — — 7WT — — rRe IN \ ST. GAS I —\ f ELi 1 ITSte' i 1 3400Ci D a 1 11 - G,E L I1 EXISTING 6"p DATE pVALVE SONCXNiINGB'GPi[ VP LVEC-9W WEIXAIfR LINE B •6' TEE IRESIRAINED VALVE) 6 DATE VALVE IANO VALVE BERI LOW PREIIENTE ItSENLLXN D% LLINldpipHl `NC SERVICE TO BULDNG ISCF WIjy NUS R INFD ANT IYPCAL 2' REDUCER R aBATE VALVE IAND VALVE BOX) A B 1112- WATER GACKFLDW NwEV&TER ASSEMG� REDUCED PRfsSD f oo) BE ooNESTER AeE&`SER"Yr4';6`dU d EdIUBIND UNBERGI.. UNDERGR0LN0 SLORMWAIAR. DRNNR u °NNE \ _Vy — n O NO1 USED �' _ — _ — . 3 — _ LOT T) ® NOT u5[D Qa YLll 21 • 16i O 4'�R'WFl lAP WiM IAPP NG SL[fYf ANB VALV[ B I x' 6F D ,RAEfR W Rf 5 Rf(DMM� T RE(.�EDv A,R xFTFR N Ex.`s �N6:w D06 S \ I8 O 1- PVC RECLAMED IRNGAT I WATER LINE r L4 w� `pANe R�TP.� RETAL __RETAIL DUNKIN I. W SANITARY: AN - BB_ .GCB DONUTS-'---- my TREE OHART dDRF DRLL FX 51 SANITARY MANDRE AND (DIRECT PRGPOSFD R ' 1,568 IF 1,5205E 1,601 SF 2,210 SF — I MA �e P38 Be. L. RR ' PV( SANIARY LATERAL Al 1YSo IN' AND" ,PEAT-zssrc rF.-zssu r.F.-zssu F.F-zLGo ;'• CAN xG' NEPoa:`;o NOFMA R I°A7 FIELDNd[o f ",SE.STS SRYLL d,Ru.Gx LOT YBIS R ELAUN R Y 1 Y. PAVA z3 ISECLAN CNIN f PLRN1iNR L[NGiH RNO SLOPfSI VNSFNFR LATERAL. YA z5 A� B�-PAN X' PV[ pS'6� D3D34 SON R6 SANITARY SEWER PPE �3 pp pppp ' 3 O i }% SLO% MNMUM 1 1 e E 1 BS NX1 ON"DSNXGfE 18 IS' PA A ® SOP IOBYAELEANRO°DPd,SEEGPLAN FOR INVERT ELEVATRNS. DO) 6 i MBR 156D T 31 ® NYv BUl"�R1960PR`CVOSITIRADE 007 FIRE FLOW CALCULATION. R ] Tr - — BVPDNOG AREA 6783 IF ivPf v-B O G%E JR� IjFf Lj TO F#gNG PLAN) — — LOT BUILDING RSTRUCSPR Eo ) •�,l�i.J1 PER ,ABLE a PARA,f PERMIT BY NO r BYMSEC50NR1 ° .5.. f PM REDUCTION2.250 MOf AS% U PVC E LINE FROM BU INAG R R o xsa J _ 1MINIMUM = I.BBO GPM zT L py p Al z%nx nut SLDPE. N Irwlc PY�� REQUIRED FM, YB NYMC�LI MTARY LINE FROM BULgNG A13% MNMUM SLOPE. Karl Y ' r 5 ..., N vw`edPo .2tr , W Y9 N'qB NHOPE GN iDARRM, [RSS510°G xP 56i°53'1)"lV T 13i.11' PL5T — — — — INN. Si = 2D D 883°5a'1'P'w 2Y2.30'PLAT euinxcTLT zz LEFT 3B .sea°51'5!'w 2zT,lr pBas. ,EN ELEC"ow,Ra°.�°oRa"sH.i°RXoUo ou.TE WON POWER ConxnxY. EXSI E DRAW G[ FX Sl. 10 LANDSCAPE IMBii'PG'tllf�Fxl IVBs^PG,„ LOT 34 LOT 33 LOT 3T \I d d d d O CE NSRM`UIVDx ,E UNDERGROA A OLFlR[ SERVICE HEDUENIS,RINNER(0BRfO1OR N51 W(°f�V�`URARBpwEiyONNH4fiBNPTNON Dx SERVICE DnDOW�E�A '10 O PROPOSED GAS METER IBY GAS ASSEMBLI'1 a85°5 -1— 150.01'NEAS O CONTRAC1DR SHALL CDON, ATE UNDERGROUND GAS SERVICE yn 6 ,1 �v flu _ _ _588°5 50-00'PLAT _ 1 _ _ _ _ 19 iRfNiCiE BUPofOMREQUREMENTTS U1L7f5 FOR SIEF Of SFRYIC[ STONE GABLE CIRCLE 30' R/W C b NORTH / ID' D 20' AD' GRAPHIC SCALE zv W _ C v d Q J, w w U m N so n o� Q O w G Z Y O O O N a_ DO o O N 7 p ' 00 O � N Q M H u_ a U-) N w w z.--Iz 0 Da TE;08-DT-14 DR41A'N'. 1R CHECKED.R2 C003 PROJECT NO.: 2014.0138 GRADING AND DRAINAGE PLAN STATE GOAD i i s s i - �p RETP.I� RETAL RETAIL DUNKIN aN - eN--- — ti DONUTS 1,5685E 1,5205E 1,6915E 2,3108F F.F.- W f.F.-1s00• f.F.-1s00• F.F.-18W I" 'e TREE OHART s - PALN 238 - iB MN 32- 16'MK E LOT 2s 31-_ EV EVA PA. XX pp Ala _ ` N11 �Wt W&NNPGfpppp F S. IS' PALM ap — IS 0131—.--.--._ ACCESS RARE.. At VV NECZISI BY To NEDDPERLYTLT DRAIN PAD. ` 56i°sal] W 13i.11'PLAT— A� sea°sa'11"W 221.as'PLAT EXIST, 24REP 683.51 G4 W 227.42- 111— STOP PPE EXIST, E DRAN G[ EX5116 LANDSCAPE LOT36 FPE,S4'PG59�f�fx, 1.i1,V1I3 LOT 34 LOT 33 LOT 32 E• — — —sse'6 ;V w ;5U•=E00' Kni— d STONE GABLE CIRCLE 30' R/W C b �1 NOR H aad� zo' o zo' 60' GRAPHIC SCALE PLAN KEYNOTES: O PROPOSEDLIBX HDVEGSTORM PIVEIAT INVFT ED Do EXIST. TOP = 1399 11 fXl1i. G. IINV. = 1765If4"NGRPI NDIE (N �RAGiDR EIIALL , T V[RPENUY INYfDPRART P CONDITION Of GANS O SOLE 10 DPE STORM PIPE SLDIPE s OODX Q Om L STRUCTURE 1p FDDT TYPE 'f" INLETFRAME 113B1���151p ELEV 11 SD VgE HDDP011315II10�HD�E)%DDPPPE S1DRM PIPEN FOR LEWTH)DPf TMI H 225.1125E EXFFILTRATION TRENCH 11N FOR LEWTH) 00] O 1DR1�ATIHIAIIN No Df E lE ELfV 16.50 ]] yp E IN 1311 I S DVEi �AIO TOR1Df GR if f NLLT 1.A0 Zt WPEI H.INV. 13.i5I15 OBE,139X LDNGRl UDNALR BEDS p] ® GRENC I D50 N TOP OF GRAY ELEV. - 16.DD ® GRENC IDRAIN TOP DF GRAY ELEV. = 16.5D Og Ci0 DO ,DoTYPER 3D ELLV. 16.5G OW SE INV. 14.1D 1� E%I51 G SO F 0' RCP STORM PIPE 11 EXIEIST. TOR 2459.11 TRUClURf I ADJUST 1NG IAllH BASIN 170 SEA AT X IBERPLFREGEANOLENGTH AND SLOPE) 1 l0V iD MGTCH PROPDsfO GRADE (SEE PLAN FOR INVERT ELEVATION) �] 14 SEE PLANiFOR LENGTH AND SLOPE) ® 1PP1D�M361EA I­Dp VPROPDSfO GRADE R] INV. OUT= 141D ® TOPRTDLMATIH VROPDSED GRADE INO1UT 3bi451 16 EXIIS71NG1NLET 1189IiHC11FBY 18 RAVHIGHIROUND w� _ C v /\ — JE `A../ , a Q J � N so n o� 71 Q O G C Y o O � a � o O ON V p 8 a M Q � N Q M j � LL Z ~ In � U-) �2ww Z z z o 00 Da TE:08-D1-14 DRAIA'N'. 1R CHECKED'.R2 C004 PROJECT NO.: 2014.0138 ONXNAL PBS, f "'W" 1,n—(pE.1xiCD fi' 10ELW llj a Li I`III fABMt SFcTDIJ INT N�s)D�' [nl LBS/Tf. xxIImON'C� N' LAX. nL1FR FABRIC GE ff ELEVATW IRSILT FENCE O1 EROSION CONTROL DETAILS NTS i3 w'A MR STORMWATER POLLUTION CDD,RIUC,W 0,[ fMGMG NMO STAK[B PEI BNE, 11 STAKES 11/N' RUG LIRE T[ x0 BALE ,ES BYCSHNEL AND 1I\�L L C —Al TALE M� M[1C BALES ECLN[Lr IB]IM -TiTC BALES R[ONR[D EGG G AW_ �RALES RACKED RY FENCE ANCHORING RATES YLi nM SMON:L A. UGAALI CALIPACTNDALONG EDE M� _ SrxTxinc BALES �M Elba IA — MAN �RARRIERS FOR SLOPES �m Tiro �. v — — STATE ROAD �434 - Z124 R�_—_—___—_�_—_—_ ANCHDRPMLEI C BAU A E• X f SD[�F Sr 1 . ALL EROSDIJ CONTROL REASLAI S SMALL RENMN IN PLACE UUIL COwfT1ON Of O EO VILACTICN. DU01 giLH RO LL EROSION AND SEOIHNI EONTRDL MDRA SMALL CDiM81 WITH IN AL RB a Cu,IER _ I® I vACCUNTI AND WATER MANAGEMENT —GET SPfOnCATINS. WITH TO AUIMORIIfD AND APPROVED VARIANCES, WANERS ANCHOR CONDITIONS Of GRE -- - -- PFRNIIS 1 R. ERDSW AND S MENI CONTROL MEASUAES SMALL BE PLACED PRIOR TO DR AS COMPLETED INLET s DITCH BOTTOM INLET THE H T STEP N, Cgamu(1DN GEDn xl COA ROL PRA(IEES Yu BE APPLIED AS A HRNATER DEFENSE Al- ANY TRANSPORTATION Of SILT Off IMUI GRAD THE SITE nLi[R fABRC S ALL AREAS AFFECTED BY THUS WORK SMALL BE HSTCR T TG A CONDITION EDUAI TO OR BETTER LOAN EXIST NG CDNIT CN -ES5 INLFI S1RUC BY THE PLANS THE [DST FDR SLAR RESTBRAl ON SMALL BE NCOENTAL 1D OTHR (INSTRUCTION AND NJ ADAT GUMAL COMPENSATW SMALL BE ALLOYED. HR L. THE EONTANCESBETW SMALL SE PLATS A D FIELD THE ENGHEROF RACH NY GASTD RBe OUTRE, CDNSiRUIOM, B[YF[x ixFSF PLAINS AND [LO [DO1dDP 10 .'` S PMOR TO EONSTRUETION THE CONTRACTOR SMALL PRwmE TREE PRDIECTIDN BARRIERS iD MEET THE REQUIRE —Of IDEAL —NATIONS, +❑PARTIAL INLET ©EROSION CONTROL SOCK F. THE UOMONA NDR SHALL SELEETNELIZE ANY PDTE (TEAR ONLY THE AREAS REGARED FOR -AUCTPROTECTION AROUND INLETS OR SIMILAR STRUCTURES fMLCAMGICOMPLETION GAIIONSTRUIIION�uL [ROSW RAGS IwEDA1DY NOVK, MF_.TETII SHUS[ ALL AN) NMMTAM YLiLfIN(I JUST IMSOf OfR DEBRIS PROPERTY LINE, RFOMIRACiDR SMALL BLOCK IMIAUSIDM OfAx61ND1 [LDDD1Ru[10xR SxLSB[INTO MY DRAINAGE OR SANFARI' SEWER STRUCTURE IM PPIMG DN OR ADJACENT TD HARIG SUMAM YAIERALLEDLTD PREVENT AREASWIND ERMIW AMP-EnFM PUDC ROAD ID FOR ND N IT GO LIKESS SPLECIFER SILT ENNCES SA AI B DETAILS, I LIEU OM SINETHETC BARRER 12 GARRANO ' A d OTI ENGINEER ON BY ION REGUATCGI AEENCIESR LENGTHS MAY BE RECNRED BeY H MSG-" "' YM[xLNf15 AR[ N)iTPROIE(i[D 8Y SILIEffx[f dILSYxTH11I BAL[S,LLNIIL iM[ NICE, fc ]CDO MONXTLf UID[AHR LIM[RO[A BAGF 5 FINISHED AND PAn[C. .SI. (AB OART IPMS MDiCf OfTIM1EM1 PDSiFO M AMVISBLf LMAIIDNLdI iM[ [ONSIRU'PYTIONIn[ SFE Al ALL TIMES. O2 CRUSHED STONE CONSTRUCTION EXIT FB.'COMRAIIDRIS REGUARED BY— TO KEEP ACLOS IN GRE L I. THE SOL -- NTS SRBAWLLCW1AMEGAKTES NT fDA:TIRST W11DNSURE MIONTRDLHASURES,MAJDRLWi[ IGNSTRUION ACTRIESA B15HC1W ON Al LEAST A WEALL EIGHT THAT OREKLY BASIS AND EETRIN AFTER ANY ' 11. 1nF [CN1RA[lGR S RfOU R[0 i05ueMU A N]i [[ Or 1fRMNAI Cx 101H fLOR DA HPARiRENT M ENV AWHNfAL PRGTE(TW UPON TH [ONPL[1 W Of .�8 —�}8m IDNSTRUIGUN. 1,u0, jitll a ° +IAPERVIWS , PERVIOUS = gS1URBED FB. UCHUN B TIE SINE OF TER ALL AE[DADS FOR A PERIOD IF THEE YEARS wLONRA THE MOTEL Of T ALLTnR A. NON STDAHNAIER DIS(MAAGES SU(M AS FIRE MYgMNI FLUSHMG, El( SMALL Ek' Num.nln when Nn PIn —H. Mpn rnm BE DISCMARCiD 10 EXISTING UDCRGROUMD SigiNWATER fA[ART DR N Slif RETEN UN PION, LOr eP Impvnrn mwl neov d Im nee P .n Pm .nn'n un Y use xneu a qnm. A: MAP IP[Q Slvmldn bmKM'm NnVs: f.0.—_ r rovv d m nd m P mrm vwu 1R. ANY PNENRLALLY MA-DOUS CMCNCBLS BROUGHT CARD iMC I. 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JR CHECKED.R2 C005 PROJECT NO.: 2014.013B TOTAL AREA •D16NRBED UNDISNRBEO IMPERAWS• PERAWS• LSD AREA (SfI AREA (SP) AREA (SP) AREA (SP) (AC) AREA (AC) AREA (AC) PREP (AC) PREP (AC) 09,909 09,909 D 1.26 1.16 D D.B6 0.90 SERE S PwAn xm Fa Rwrx31[Ns Lryr¢ BArxew srvex EAv�'L".s� m s oR xo eu TT.. AAx r YKa r ` 1r R. TOP PORnnx Dr SDN RHALL Y A YILECTEQ &NaE m E�.o .D 2L DOVi A ENTRENOF NQ[DG SHALL b f ((&xCN:FRNC aAxLxTERAHNI BY r-B• r-°• D 1 AmsNNEA PF BPvucBBLq PORTLAND CEMENT CONC. PAVEMENT GENIE AL (EAY) —III— BOND PANENMI BENNSTS OF m14S,ROCTNc A MEEFED PoRTLAND D[YEN, CaDKTE NNW ON A REPARED 3 SUBERAD[. THE MDn[E AND O1M[R Il[l6 N AND B[M[AM NS�P R ai¢w ex0 EaRO[R. 4. FINE NmFIGMM SDN 9l.LL 0¢r C VE A YILAIRIN S D b _ b b THE mrasmucnaN of Nao wv[£�[DDRDRu pD nM Mf THENOR[ m E[ DONE Sn mNR'GS (DD BAY) NULn ,x[ RDx5xxC m ARL�SNTALNE x, LABER. 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NDTE: wEx ID[0 Dx xcx §DF OF AGMN'� M CRGS SLOPS OF THE m„ER SMALL BATCH NE Cmss SLOP[ RELANIIALA Y nL O' DEPTH)3rxu BEi IYAX.) Pc E1oA0 �F w rc ¢ KDK[¢vrs An A wxN Am(FxT " "'["' x [ice x[I VEETEx'Ix 3 LIKFEET DNLL TRAINNENI FRON IIAL T) OF THE ADMCFNI PAYEY[Nl AND THE Mr N[55 a PMHi SOCONCRETE WALK NTS PDDO PN (III O6 CONCRETE APRON NTs 3 PD (NON) CMERETE PVM4.DE6 O7 TYPICAL PAVEMENT SECTION NTS PLAN SnBO O8 6" VERTICAL CURB NTs (3.mD PN (YM01 O9 TYPE 'IF" CURB & GUTTER NTS DOD) (REFER. Fml ININEXPRO AND i,FR mx5l�FU- n, D( :� t DP RENA r"AND � HNADA x 1m xNx pvr,E NN1r_ Slarnxxu"NK mdxRmE`"x N� lx [floss SLOP[ MA .,. NFIEm[ M'E'•lOnfD 'ems ,AL R�W /7� [NTS SYL."1R 0.ES[ SMMN IYgA WRB )Pldao L�_RO •ScneEue.D OwmeWg C E w GRAD[ x F1nN ux[ " GLITTER Iw+l ¢L»rA,, Na ,¢,¢wwl xNN wx m Ax x0 uxxo Swat nF a¢m 15n DL ¢xAN N N END °1.RFW.n[rc nNAxL AN(YMND)aN /// xc� �- I. BL ({ �MEWHIi[N, 9s. __— PLAN REFERENCE F. NDq EOD FDR AmRYxAI 3/4'A xraxLnxx. B ,/.• . ALL mxGCTE LL ]B V' FT SLOPE VrR BA¢Y[x, .`M s• 1�v—L w—w1� LANDN Of RAu4 wE xAw °" m 50[EALA BAYA¢NT pyp� �AS SPECIn[D mED 9NIALN fftPdl q SECTION A -A �' ve' ;,. ° ^ . rsr - D YSMmK Al s D• SECTION 6-6 r ETEC ANEroD LN xc ) - , B' 1 /4R 3/9'R N%RAD[ s10OP[ °T M IT ��YYpp[[ +'' FKi�R1E00DF�i'MSFSx[El/, • .� pLIIHXRLPOx[RETEC[4 BAG! - ! _p � r-E• - - - - - - - CAP AE PSI) xy 1 SECTION A -A SECTION C-C 10010 VALLEY GUTTER NTS (KF: NOT KKX loE) Pno..- 11 MONOLITHIC CURB AND SIDEWALK NTS (g, Pn (MAI PLAN VIEW PICTORIAL VIEW 12 SIDEWALK RAMP NTS 3m0 Pn (xxl —ETI F RAMP ExYEm FEET P"xYENT IFRcnNGE INDREETIN 30 13 SIDEWALK HANDICAP RAMP NTS - -�� 19 BICYCLE RACK 30 NTS v m TEAu D[TEaLBL[ EM ^a.°°;`EMN Y xCLTED DONE cmSSRSIAPEmSHAu ¢ 0.m M FM,nR¢ STE[RR ,xAx 1:tR Ax0 O DETECTABLE RHARNPD s %MS s l Y mN5T KCTED Br TEXmxNR �[ME DETALI CR LWlvxc A ,KxG,[D DOY[ BATERNi CaFGYANY — M LLG O O O EIM aF .urn .D.A. S1AAA_ FO CC[59ELF xBLcx, ADA GD.M mNaEn� I"I lmx11 1. APPA ANL FAl. L/ ILaJDO 1sD LDS PAN, BAFFM rRlw r H -=.... —'`� + r rti ] B' ON. HOLE / O O O NA IXnG BLE [u�[S YCrox 9.RE.R. 1RAxNE. RL PE5 A. NET TO w Fl O ND[ O R I OF _ ��• � j i I J : / .' 4' mNS1fiTM[m) NIIHIN AN [XIS, EN O.NB, CURB O O O O NrcK A DATE AND ITTED. 5[EMa. [ FNSTNE rmRO MECmRE AND lRA Slnoxs PLAN VIEW ,TO T LL BE RENEWED THAT AD NEaulN`2T CTa of mRE GA DATE Ai0 GNTTE 6/AN, BEYGD,TEE,RRTING SLOP[ MALL NEAREST LLss MAN 3' LDNNI TE EXETNO KKNL[ BMLLL BE ND ORD iD M m AROUND OR Tin[ F:' / / /JJi///� _ _ -i i-4' T•_e• � - �—{ / #�Y •!e• u Or EXTENT THAT NO KYANNG SECTION OF SDFLALN n LEM THNA 3'. * NIIn NATEK9LS OM[R ,HNR 51NWR0 CLASS PoRTAm l:ll CDRG[i[ Ni[GN mY[ R=DB " NREN" FOA rc,inAazCTw�xw s°fLNi:¢sPmrlcA, x ,T"EERIus rI`ATM x[mSLRr mx,xs,, mx[R xK-Ox-ubn G LDn,-ON-0.Nn. YELLOR BRIG RFD) mx0n,[ ro0nxc `x `Fix N Vf£Y PUl. V!_N •' °lCTOR! CF-F H RU 1mr0_3lE,[R / (BAFEV TRUNCATED DOME KmxLExom x9 FACnDER. ENGAEmED NLAS Nc (ARNOR THE 3 ro.[a, 33000 PEAK Y¢E,, w1TE Em. ELFFxD. AN 19DOR. DOE. cet-zsu � DB. EOxcKTE swxL Y lsDO w ze DAY s,OfxEM (mol 14 DETECTABLE WARNING NTS 15 BOLLARD NTS 0 16 SIDEWALK CURB RAMP NTS m 30F] %PITORR 0 17 DRIVE-THRU DETAIL NTS 18 CONCRETE WHEEL STOP NT Lij O> R iQ LLJ �N o= o 0 0 O K G O _ � o O N N O 7 M O N O 9 s M00 O � N Q M LL zHIJ oaz V)� a Z~� t/] La L z z 00 DATE�DB 0 DR41A'N'. A CHECKED.RZ C006 PROJECT NO.: 2014.013B � EbPM D RNIID)OM AfWAL�MiM'R[AR NL ro MPE I O RAMA ON .,A51 NEDNH III I'D xxEASOO D C6 �CW[6 d rx 1ROMR ExIM CA. I � * ARAx[[ (1 W.) I' GAM[ xLN (lro) ED[. NI/Y • A I/Y • ,' EDG �(`UA'o.N�NM PW9EDEDYNNE Aw NUND0" ixMD ERAD[ '... / If COMCRfTE E� LIME. �[ EH� �� �� Y (RAN.) �, xD,LS D i11P Sx g [ 1 (—EAL) ML Ix LL ABMG .D TD — DaPLY MM ,RO'Ax[AVY MAmC wxbW STANDARD S 9 gp 1. ILL � FUND RI4 ANN 9xN B[ D' [LBOR fLBb! MNRD. PISbl¢ x05 (] AEOM) MMFD t0• WEAR ' SYW Tx, MAE'ORR vuN BOM IS 9A'PoRTED CM— IMx DERVE N[ [9R REW�PENDERES SY SEx XPS W cRAD[ WNRB•Ma _ Nw :r aw NEJ— YDAN,� ,[:HALLBERENDADEDNMBN ATER LE ID/,0 MR[ ICSM. NL NTE1 NAL,EA59wLY,D Bf PINED BLACc _ STEPS I— — i N P'"PREasT EIE GREASEILL A SERNN,E NwLL 4, SECODIN x a,x DR 7- SERF=_ -L/ - CYIM°DAIANPACTOM Sit \.NA.P `W(REMAINED) w D 1Mu5T BL0[L nN DEPARMEN, CONALC,xN 4rcJ u' SEND WM LL vrs ESTOxq O CLEANOUT NTs O GREASE TRAP (750 GALLONS) NTS O DOUBLE CHECK VALVE / FIRE DEPARTMENT CONNECTION ASSEMBLY NITS GTE VALVE PPREv ore R WSI (,W. M DATE VALY£FXBTMC D[ Oro7(R RDSAR[0) N],[i CAWMN O & S[ D [N66, a x 9,u uR t. A1.1TERNL BHALL ACED MA Ax NMICA3 BA]5 A 93 AR¢ 4AnA¢ NxTEMALroNMACEDnATaluMNsxmAWmHttDu COIPACTED PER AwRarRNTE SPfCf G1IO5 NN9NABLE N-4M NA,aYALS swH AS LRIa w L R . [' 'MR[ IA-( 1''„RILAN IL[ } 1/Y ERNNE A SWD I.S. N➢NH W R-191,-A �ERDunI m APnmco EawL. e R buL,DPIPE-aETES, 9CO xtfN[ / -ix5NxxO MORE REAU[Dx7 (, —RED) i A DNc oR xANxx EaR PER AAS—T 1aa B• NAA Roar:HALL CE NNONED x AWbMANCE M,H As,°L1 D-Rlx, 4]f (NM BOM D[NBID' R MW'IMD fOR (ION) NDN-iRAEEIC AREAS ENA °E ID S. M MM SMALL Bf FULLY 4FPORTED FOR ITS ENTR[ IENM — — MW, - a - MY. RIIH APPROPbAIE COMPACTION I.WfR ME PRE HAUNCHES. CENTER CE REM r r 4 j-1 II �� r �s v / nIOL caArc - °RmvP, AND cTiD rocmu MACE�E Of 3. M MPE SHALL N PLACED N A DRY TRENCIL DEx4nAPER AA41io-1-IBD, z• I NM.IDE. _ nLLEI�SHAIIIUIWN MDF Fux3uUBME NATERW SxDA AS B[DDNE NATEMA NxNY 9Bt LNMHR AND S DWMCBOM PERLAA9nD-,-tB0. PEWIIMOxbTE (M) FOOT uEIE Ativ[ pP Ir t ',��. APPMbI. 3 3/ �-1- rt4� 3/v CAST Z f ICRATE�I Y i J 3 ELj EREtlf t/Y-1F� R[XAN RM IN IRON GRATE s IE Ji O�l1 R�IlI� ODI Iw>ro Y CNXREIf CdLAR 6' 1Ht. N OR IC1B' BYBB' iRNEPE,[CWUR ro SFRYR[ R PEO'0.) w� ^Sh IF L IRB AS MOB BY UILIIY) — — ATNTERNALSSOE ,IS W M. Axlxx , NN J DEIi 2J�MEG - ♦R - NU SWmIA[ ,o GRADAWED STEEL OR SMAN S. TME DEVELOPER ALL / CONTRACTORETHE SHALL Y R[SPN14Nf 10 fAYPLY MiM ALL APW[PNL[ MMCM-SAf[lY IPVB AND SM¢ RRELT Rh ry &AS N. (B�xGD) �� ,G' AAA x01[ ,THIS Y AND $YALLLR 9xu B[ M MR[ADfDAND SCHfDULf b GALxN3fD STEEL OR BRASS RE0.lATONi ]. M N [CTED AREA SxxL N NS,WrtO ,0 Ebw OR N1,[R LONb1ANEOM AS sMCITIED N PERNT / WNTRAn DObA1[M1S tY C,AB. (TW) ll N &RS O 1'-0' SECTION A -A Y C1R5 (nP.l 3- CAWENDE' ALAS MEE ME IN i8 pPME - N1 f pp[ --T T OREDUCED PRESSURE BACK FLOW PREVENTER NTS O TRENCH DETAIL NTs )NOT USED [INTERS 3-Ir HALL) O TYPE "C" INLET & CASTCEIRON GRATELxNTs (RER fool IND[A SIR) (PRfrAST bxEN9WS) MJ "S BEND O DROP CLEANOUT NITS CAST CRATE PAR, A lsozx pp QPP[[ zFIDi3i(n�i�u SvSifn III "E[IBRfRGLASSK T" M 1 �1 R S%iOq NRLLS ° N �i1%W D a ��� rsaLxG DYER" -tY ATE MINTER (TIP) ASPHA TOHOP \` A B HOPE 4 :s INS MOMR 1R[xDM PER R[ EMNNENI MEAD H10 C}DDV R ITYPI w ALL S FpR �-g NER ELEV-RSn t. USE ABL RE MENEM EDWER (TY I,) OR EOLLAL. 6 NN R. NSVLL PER NINN ACILR[RE SPECEICATTENS. Q 3 MATE ro N LDa[D x MACE Isxc RnAINEx .A°6°R E ARTIM A W,EUL PPE pDPE TYPICAL INSTALLATION PLAN sure=:e.4D . BUTTED AGAINST ASPHALT O9 TRENCH DRAIN Q2 xMc cWNxroR snAu SLMNI MOP DRANxcs PRNR ro EANAaIIOA 10 CONTROL STRUCTURE a "`s `�'�" s-I MAP r.A i L�I�n���rm, WEIR WALL DETAIL SECTION B-B AT 2. NITS (NDDIFIEO FDDT TYPE 'E' INLET) '`^EAE SECTION A -A oSPVN RTA TOP OF RS. R DDT TOM EiD 23 SIM, EL, = Rf DD M • I,: i NOTES: ❑ 1(WSHD (MD ETEDRETE GRAI. UL R MATERIAL IN 1-DO LOAD. �R HASHED xO. S, STONEICDWSn. 33 15" PEREORAifD HOPE PP[ 3 o FILTER EABRIE EXFILTRATION TRENCH DETAIL NTs 11 w� V cIi 6 LLJ >w om N sJ O p o 0 O w G d d C Y O N O 8 . O W G M � M00 O � N Q M ��LJL z ~ IJ az �V)a - H vi �2ww Z z z o 00 DP TE:DR-DT-14 DR41A'N'. A CHECKED'.RZ 0007 PROJECT NO.: 2014.0138 OF, ALUMINR AND E.. I IDAS 4LYW-�IRupxS .... .. 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R. —El IGACNG WARE SHUL ALLOW TRACANIUTY m ALL NPE BRANIHEs I�LLI.DINS F EMOSE RREA. FOR GjYDRRANTM TANONG WAR pIWE SHWEA pL BCE AS IECUA8'e1N'eN' GRADE AT EACH INIERYALPRm SHALLAB[ LOTTED AND IPLAWED NIA wLwYf BOX FOR EASY A-GSIBILNY. �X SApLL NOTR[Si ON VALVE r OR PIPE 4' X� CONmFIF COLLAR WITH M REBFR _ VANNE (TYPE AS S'Epflm) B 5 FEMALE MLROCiIu IvuO N t. THE BARREL GHALL BE PAINTED YELLOW AND TOP MUM 1 fNp RING dip FCTM LWEUGpWERAINIS MAY USED N PLACE Q ALL THREAD RDm USED IN L MAINS ME TRACING IN E rML BF PLACED IN A R—EMY ICENI- ImxRDFD PVC vu BOx AT THE Fw M THE Rux. AGNSTNIE ) \ LIuEE [BOX (GGl IRDI) to lxxx mLD COPPER l RE J �GAvnILL� JDINI PROFILE mlFe. a. METER PURCHASED FROM AND INSTALLED BY ME DIY OF MNTER GPRNGG A1lWRVOK •{pppN TYPICAL VALVE AND VALVE BOX DETAIL �� •EWWNL a�� AiOR10M OFIRE HYDRANT ASSEMBLY DETAIL NITS O TRACING WIRE CONNECTION NTs O VALVE, VALVE BOX AND COVER DETAILS NTs O POTABLE WATER SINGLE SERVICE CONNECTION NTS 'DOWNSTREAM' AS REQUIRED LIST LINE 'Y U.N.BAAM —R CURVE PAWN:xI AEO.ANEO wnR wIIN 9FPum BY sWAREPu 9[WR MINE 4 4 1. m. — TRACNG VWE Y DDu°[ mCu MLv[ A55Y.� was wT[a I. OR oAW .. ImRPOMIW �R Bk N OWBLE VNEALL MTH T CLEAN MIT INSTALLED TO T ABOVE GROUND SURFACE LEf VARIES lxx nM W IN Of .GDOMBR PLAN CLEAN BUT 6 10 BE PrvACED Ap¢ RA A. I' NN. BY In[ UTILITY GROUND LEVEL PLAN MAINTAIN 1 xx D[Plx m Cm[R EDGE M PAY[WENr I\\\ \ NWn /R' x t' Y BRANm ASSY. M WAY tY' MINIMUM f• mLYAINffD PREmGNc ........... ....... .......................... ........... BOB OF WA [LPB [xl "�—G E�IENUAYFG� BE Ixlwu 4- YRnU LN � WAIN R.O.V 5 aOUsw NFRRESON BY FELA L[ CmwD NOTES' mIAL 1 METER BON NSTALLED BY THE D1Y Or WNMR ENDINGS I Y WARP. SB1PG I I\ 0 CCPP[R �slarsm \ IXAC[RNMF S[NER WAIN LEE VANE PROFILE NOTE: sFR OONN nDN DETAILS SHOWN A DUAL I ECUIWED VAl[Y STAWFD FORD NO. MN91-lAH - :�; '• PROFILE - GW _ RE Nm PRIET NE IUBNG NOTE: CF LWEy SHALL B: 1 1/Y PUWLL P.F NBNG 1' MaI ClDfwO R m RFGDA TO RE R WNuxFS/Y X 1 Mv[ MAINLH BY A UN SERVICE RI ALL UNDER NNT 9wL BF ENGAGED N R• FW; PPF `- - _ _ Nw m rc Nm -� ENB xn was WAIN Exnxmx ' n CNR PVVCC G E ICE 1. MEIER RUN INSTALLED N RE DW OF WN ER BRANDS 2RECLAIMED POLYEI HYLIGNE BANG 2 "E°^°B O5 SEWER LATERAL DETAIL NTs O6 WATER SINGLE SERVICE CONNECTION NITS RECLAIMED WATER SERVICE 0 CONNECTION OPPOSITE SIDE OF MAIN NITS "'ORS O8 TEMPORARY JUMPER CONNECTION NTs zLLJ o� V /� 0 ' n J m o Lu o N 0,0 0 O 0 w G O 0 � M O � 0 N M 000 � N Q M L.L. z � V az �V)a v) La W z�z 0 00 PT0 D DRA1%N'. A CHECKED.RZ C008 PROTECT NO.: 2014.013B ALTA/ACSM LAND TITLE SURVEY N w E GRAPHIC SCALE- 0' 10' 20' 40' So - I.. = 20' =�NNG°: o �� x6 ed SCHEDULE B-2 - EXCEPTIONS —I.E—, ­­ol TllTl 1 rn .F "U� T. _E" T. IN OF;N� (Allo­SUlllll­PE­ ­­TFADEE, NnFCE ���.P�El�l.(�FIEGTSS�EGTPI�ll��T�T�E). 001.61­1 ­El­(lFF­ qi,, LEGEND 0..��4�...w. .,w. oNv 0 ACCURIGHT 'Z M� ­­N TI IE ­bll­TEl. ACC2URIG T SURVEYS OF CRIANX INC. W ­5 St, Fl.&� 32803 012 E. ­U hS.1-A TT 11NE' FTWIr=1 1F_ STATE ROAD 434 (124' RIW) TRACT VACANT (NO BUILDINGS) iz LOT 36 1 LOT 3S I LOT 34 I LOT . VICINITY MAP (NOT TO, SCALE) .1 1 "T'��'No _ E�og LEGAL DESCRIPTION 340.o4lP&M —,oT_- NN NOTES LOT 27 1. 51A JZLM­No lLlTlR­lOF _T Tl'E , , SIVF� ' ND OR THE 8U—YOR ­ESNM"7E' Tn THE TREE _'_'N C-11SE ILL—H 1­11 INTHE 'THE" IE"'Ell '_=T=Ull�Ey. ITFUE HE.IT c­ !fl '�.E.�LLTHI,-H,Hl TWE.1 TTH'l'­1E�'11'­ 'TlH4IC2L _.0 z . IrZ 0, M, EITIEU-1-11TILIA1, T T LOT 317 - I - 12 1. ­­LINlTo­Al­Tl 1HAIT11­ 1­ll"I�HHI. -'E.1 ..T.E E.To"__ __ ;'lH-.'lH­THEl-THEREllll 11EIIE—ILETF—Al—, .13 - Ml T %ux 121 - I[M THE "M 1.— OPIli=F'l� 'I�T%Z LOT 29 _H T or ­H­ ­11 FEEHTI SURVEYOR'S CERTIFICATE T­TllFN­llLS­.T­.T ­­-- A LOT TH.. TOlElAlY T­ TH. .1.1-T u. THE 111­­H_TIS I I ' E I lEl 11 NCE ITHTH­ '"-E. —E I TA'WH'ET­ 2 .'T. ILN. 1�­­­THE­. THEloW­lO­LETE­­ LH poi 5J A ­ 'BOUNDARY SURVEY DATE: 6-14-17 _S 17::.W 1IS&Ol-NEAS S SOA� l"T .17.051 (3)(b)3 Florida Adrilnistralve Code STONE E CIRCLE 30' R1W eeirelou D­: .D ER 112' lR U. 0., I IT111PY I lqT V—17NAME: J 25K. CONTACT: E.S Z Ow u­ 40­3- U'Ll, PfixGS FL PU&.IC UT. od' .1 —C 1-11 L.— B00—))a-9140 TELEPHONE BOUNDARY, TOPOGRAPHIC & TREE SURVEY C009 _' , ... T��­ll Tl­M­ l1 .....—: Z DEVELOPMENT SERVICES REVISIONS REV # Dn-E BY: 1 9/23/14 J.P. 2 9/25/14 J.P. �IIIIIIIIIIU ee _ ..��-M RETAL �w�■' RO f t IM _ DUIll UOUTS 2. dill i �.�.�, �� -3� wwwwww wwww �w - s. -,-6'1-5aj-Br1 —0-0. _ir _ _-.- i - N o �, w� USE a _j ❑ yX? 0 -F = W Lo I L9 W 0a7 Zam = 70 3 In 3 mF3 -0 3 a a Y in a >E z ■� v o ■ m m r� 10 0 ro II J W La Q to �L oZ OE IN I1 zLo F z LL1 oz � ron uJ J — - — - — - — - — - E--- ---- ------------- �,.a.�L. �L-- ---------------------------- -- 7 "III PN4 VISIUILITY TRWr�.LEs A 0. B RETAIL I, BAIL DDINK ONUTS I 1,5218F F.f. MW 1,431 BE Ff. I W "J. BE Ff. ffiW c E I PM I1 PM reEre ® TreEE TI 8R „ TPEEZT ,E T �T . t'�C, F El 6LET_ �,�. LT KEEL E�EE� k�LLgs sPEc�ER . 1 Eo P� EL .�u�. TYPIC4 CTION NE-L L^ \qa E..�nluxux NgIL tt ICA s NTIN(,oETgIL —1 EE Ie CALIPER' TINGI OUYINu NIL on. TYPICAL TREE CALIPER) PLANTING I STAKING CE GRAPHIC SC4LE IN FEET) PIANT SYMBOLS TREES IVP av IJH s 8 FR ® ES ww ® N LESG O PNO 0TREE TO REM41N LELINd i �m X 110# 214-110 1001 and 1.002 48 HOURS BEFORE YOU DIG CA SUNSHIN E IdN4C,7N11 MlR 0 z LLJ �V Ss O> a W" `a' d Q N p o N =m 0 � 0s n� o a 0 Z O o Q ow 0 M_ o v ao W J V tY V W J OO Q J ~ W V) Q O 2 z W l/1 L m � zqt Dcl�z 0vi� DATE. 09-07-14 DRAWN: 11 CHECKED: SP L001 LANDSCAPE PLAN PROJECT NO.: 2014,0139 IRRI ATIJN YAiBOL :( It 11rta1 not Oe 111 Inn—T.. NOTE O I Y) fuRf tE YI PLRPLl=1 —BIRD 1212 P51'L SPRAY((PURPLE re.evvy .Lxeeonve _uveo exo, er OeeZ Nu ouL vet NA RAINBIRD 1212-SAM-PRS(11 SPRAY ON RISER)( PURPLE; ® (2) RED—PRLER ON(,¢• TUBING ( PUP -Pi FI ® RAINBIRD 5511(ROTOR)Irl—LEI IE REFIOTE-COOEIIES NTRO L V ALVIE RINIIEI 1 EBIUM FLCONTROL KIT w ITRMOW NNE PR FILTER (PURPLE, © RPIINBIRD ESP-NIC PLASTIC LL MOUNT (CONTROLLER, (PLRPLEI ® DR-SIRD RA —A. ROOF BRIT (BAINSENIOR, (PKRPIF NB—FLO„Y PRE,ENTDRIPIIRPLE, �M SIB" RECLnIu1Eo IRRIOATIBN METER IPuuPi TI LAIMEU'.f.,�.TER SER`lICE CONNECTION ❑g — .--11FASA ._ ITINI MR—B— I-STDRESENSORPLRPLEI CLASS— PVC LATERAL SPRAY LINELIRPLEI 10D PVC LATERAL BUBBLER LINEIPURPLI, CLASS[UO P- LATERAL ROTOR NNE(PUllLE, ------ -51 LANDSCAPE DRIPLINE LAID ON <lA NOT TO EXCEED 251 LINEA.P. FEET IN RuuN' IIoNNEcnoN TO LATERAL SPRAY KIAINLINE NOTE (PIPE LATERAL SIZED NOT TO o.TY OF 5 FPS, NIAX. PSILDBS IN ZONE LINES O Psp MINIMUM PIPE SIZE TC 'ER PURPLE' PIPE 6E. HlE ETo EXB- EEEVE THAT OF THE �ATERAL LINE;PURPLE, VALVE DESIGNATION GUIDE �vi�c ve,u nu. rc.i u�. SPRAY PATTERNLEGEN O � F T E CDT Spray and RDt.r Nd-I.S USE,dl On Sit. OWN� ILI " 1� �y RETAIL RETAIL I RETAIL DUNKIN' A' 4' v DONUTS 1,56BSF 1,5248F 1,461 SF 2,510SF EP. 2656 PI. ¢450EP. 2 W EP. 4fl50' \NOTE I 2L� mm #— N 7 GRAPHIC SOALE IN FEET( 1 inch=2U ft. ° o 0 R� o e o 0 o-..,y➢,I�oi o 0 0 0 0¢ • •, • r; per. ' /1•►`��`•�'_ I 1 • !&O'fkiW.Vff-' 1109214-1101.001 and 1,002 9B HOURS BEFORE YOU d zrzx CALL SUN SHINE 1d0U4Bq 4lI0 rBUR LLJ Cz O> LJJ" U dm Q N p o g m N =LL 0 � 0s n� 10 E, z 0 o a U O - 91 2 H a c a W V V LJ J J C10 v1 Q LWL_ LU W Q O z �L m LU z� �vi� DATE. 09-07-14 DRAW A CHECKED: SP L002 IRRIGATION PLAN PRO/ECT NO.: 4014013E Attachment "B" n West Elevation Usv�,r. o,-0 KBA5 9C15 0) Z O 4 w J w 0 0 u� Lo M M M U V a J M o et N M O v- C N d' w 4 Z C Q Q a0o 'S A200 1I OF in DONUTS' CH Stone Cable Plaza 1/4" WHITE ACRYLIC ( ADHERED W/ GE II CLEAR SYLICONE & 3M VHB D/F TAPE) 3/16" SIGN WHITE ACRYLIC FACE INTERNALLY ILLUMINATED SIGN CABINET .�xilimi T V1O1LTA FACADE W/ LIGHT SAND FINISH. ( COLOR TO MATCH BUILDING "TAN" ) I a ' ' ' - a - a ! - a11 - a - a 11 . - a 11 - - a - a a Ji�;II dl �lly�;lpl.l.plyhll— it 'ice- --------- - ii it it i it it it I it ii it it it it h Attachment "C" zpg Who i ---------n rMtA =Wl— CL 3' Lu uj Z 0 0 vxwm KIIP MASTER PLAN 0 Attachment I' D" PprjtDob Current Project - Project Markups Listing ZP - 201402396 File Name Markup Name Markup Tent Markup Date Created b C002 - Site Plan.pdf Brian Fields Align crosswalk in east -west direction such that the east end is at 10/15/2014 BRIAN the corner. This will improve visibility of pedestrians in the FIELDS C003 - Utility Plan.pdf Brian Fields Call for the entire fire hydrant assembly to be painted Sherwin 10/15/2014 BRIAN Williams Safety Yellow no white bonnet). FIELDS C003 - Utility Plan.pdf Brian Fields Call for a 1.5-inch service connection to the reclaimed main (not a 10/15/2014 BRIAN wet to er the City standard detail. FIELDS C003 - Utility Plan.pdf Brian Fields Show the fire line aligned as shown by the blue line with the DDCV 10/15/2014 BRIAN and FDC along this alignment. The line can be reduced from 8" to FIELDS 6" after the existing valve. Prior to the DDCV, call out a 2-inch standard service connection per the City standard water service C006 - Details. df Brian Fields Detail 16 on Sheet C006 is not legible. 10/15/2014 BRIAN C006 - Details. df Brian Fields Callout for the bike rack to be painted black 10/15/2014 BRIAN C008 - City Details.pdf Brian Fields Callout for the entire fire hydrant assembly to be painted Sherwin 10/15/2014 I BRIAN Williams Safety Yellow FIELDS P` 7DEVELOPMENT .s e r v i c e s October 15, 2014 Linwood Dove President Stone Gable Home Owners Association 136 STONE GABLE CIR WINTER SPRINGS, FL 32708-3233 RE: Commercial Development — SR 434 and Stone Gable Drive Mr Dove: Attachment "E" We are currently in the process of permitting the above referenced project with the City of Winter Springs. Once the review process is completed, there will be a public hearing to discuss the project with City Council. We are writing to inform you and the home owners association about the scope of the project. We have attached the site plan and building elevations for your review as well. The project includes a small retail building with a Dunkin Donuts restaurant. The other users are not identified at this time and will be available for lease once the project is constructed. We would welcome any suggestions that you or the homeowner's association would have. The property developer and design team have gone to great lengths to provide a building that is aesthetically pleasing and we are hoping that you and the other members of the home owners association will agree. Please feel free to contact our office if you have any questions or concerns. Sincerely, Bob Ziegenfuss, PE, LEED AP 708 E. Colonial Drive, Suite 100 Orlando, Florida 32803 Phone: (407) 271-8910 Fax: (407) 442-0604 Providing commercial development services with an emphasis on client satisfaction www.zdevelopmentservices.com PLAN KEYNOTES: o I APM I C 1e 1AIIION AT"IRNG B IANTIC AI AC C "996 ❑ 'AN ��ANa"f�HE ���Gfi o PAVEMENT NreRxIN6' COOfi o CONCRETE CAVENENC (Ai DRIV_i6"u LANE, C006 ❑PAeE1EwALx11i"E,1AN,IN,A�N,.x.PeE HATIllL r r111P, © r O fi CGGfi STATE ROAD 434 ° S112,i„1OKANDRIVEIAIEEEd.fi0 Gafi wrss umux — — ccuressoun _ sm — — 7124 {`7w7_ _ _areas N: _ _� _ _ _ _ _ ❑e 1 t-11,[ V11HOIL wee-CVROPE CAOfi �. ❑ ,rPE E "B AND xu„E" �� 9 996 0 , EC wmE u.NCRECE VILLEC wnee coos Exs z� e u w.NunwA wee ANI ACIPAEx oofi --------------—-------------- B—s�------°"-------------- _ ! 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