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HomeMy WebLinkAbout2013 04 22 Public Hearing 500 Winding Hollow Final Engineering and Aesthetic Review COMMISSION AGENDA Informational Consent ITEM 500 Public Hearings X Regular April 22, 2013 KL RS Regular Meeting City Manager Department REQUEST: The Community Development Department - Planning Division requests that the City Commission hold a Public Hearing to consider the Final Engineering Plans and Aesthetic Review Package for The Offices at Winding Hollow, a professional office development consisting of six (6) single-story buildings having a total of 19,230 square feet of professional office space on 2.9 acres of property located on the west side of Winding Hollow Boulevard just south of State Road 434. SYNOPSIS: The Offices at Winding Hollow is a professional office development consisting of six (6) single-story buildings having a total of 19,230 square feet of professional office space. The 2.9 acre property is located on the west side of Winding Hollow Boulevard just south of State Road 434. The Final Engineering Plans detail the construction of the infrastructure for the proposed development. The purpose of the Aesthetic Review is to encourage creative, effective, and flexible architectural standards and cohesive community development consistent with the intent and purpose of Article XII - Minimum Community Appearance and Aesthetic Review Standards. CONSIDERATIONS: FUTURE LAND USE AND ZONING DESIGNATION FLU: Commercial Zoning: C-1 (Neighborhood Commercial) Public Hearings 500 PAGE 1 OF 7-April 22,2013 APPLICABLE LAW &, PUBLIC POLICY Home Rule Powers Florida Statutes City of Winter Springs Code of Ordinances City of Winter Springs Comprehensive Plan CHRONOLOGY: The aforementioned project has a lengthy development history which is summarized below: • December 10, 2012 — City Commission approved the Winding Hollow Lot Split Resolution subject to conditions (Resolution 2012-43). • January 10, 2013 - Planning & Zoning Board unanimously recommended approval of the Administrative Rezoning from C-2 (General Commercial) to C-1 (Neighborhood Commercial)via Ord. 2013-01. • January 14, 2013 — City Commission approved The Offices at Winding Hollow, LLC Developer's Agreement(DA). • February 11, 2013 —City Commission approved First Reading of Ordinance 2013-01, which proposed to administratively rezone 2.9 acres of property from C-2 (General Commercial) to C-1 (Neighborhood Commercial). • March 25, 2013 — City Commission unanimously approved Ordinance 2013-01, whereby administratively rezoning the subject property from C-2 (General Commercial) to C-1 (Neighborhood Commercial). The Administrative Rezoning complied with the conditions stipulated as part of the City Commission's approval of the Winding Hollow Lot Split, Resolution 2012-43, on December 10, 2012. • April 3, 2013 — Planning & Zoning Board unanimously recommended approval of both Final Engineering Plans and Aesthetic Review for The Offices at Winding Hollow project subject to conditions noted within the March 15, 2013 DRC Response Letter. Future Land Use Element—Goals, Objectives, and Policies Policy 1.4.5: S.R. 434 Overlay. Implement the S.R. 434 overlay corridor design standards to encourage infill development that is appropriate for the character of the neighborhoods adjacent to this corridor. Allow a vertical mix of uses to promote a live-work environment. Policy 1.5.5: Buffers. Buffer residential areas from intensive commercial and industrial land uses. Locate less intensive transitional uses in between, or buffer with berms, trees, or other methods, as deemed appropriate by the City. Policy 1.5.7: Compatibility. Maintain site design requirements and subdivision regulations in the Code of Ordinances which adequately address the impacts of new development on adjacent properties in all land use categories and zoning districts and which encourage property owners to make property upgrades which enhance and increase property values. (Cross Reference: See Housing Element, Policy 2.2.11) Policy 1.6.5: On Site Traffic Flow. Require development to provide safe and convenient on site motorized and nonmotorized traffic flow, adequate pedestrian facilities and connections, and sufficient parking for both motorized and nonmotorized vehicles. Commercial Future Land Use—Data, Inventory, and Analysis c. Existing Commercial Public Hearings 500 PAGE 2 OF 7-April 22,2013 Most commercial development in Winter Springs can be characterized as strip commercial including one-story buildings with corresponding low floor area ratios and surface parking fronting onto the major roadways. The majority of businesses in Winter Springs provide services and products to residents of the City and the immediate area. The typical commercial uses include retail stores, convenience stores, gas stations, professional offices, banks, personal services, and restaurants. Most commercial activity is located on or near S.R. 434, U.S. 17-92, S.R. 419 or the Oviedo Marketplace Mall, but there is also a small concentration of businesses grouped on Winter Springs Blvd in the Tuscawilla PUD. Additionally, there are a substantial number of home-based businesses. Major employers include Seminole County Public Schools, the City of Winter Springs, Publix Supermarket, Inwood Consulting Engineers and EZYield.com. Commercial areas are allowed to build up to a maximum floor area ratio (FAR) of 0.50. b. New Development Area Overlay District The New Development Area Overlay District is defined as, "All properties (involving the entire parcel) lying within the corporate limits of the City adjacent to the S.R. 434 right-of- way from Hayes Road eastward to the easternmost boundary of the City." However, should any conflicts arise between the New Development Overlay District and the Town Center District the provisions of the Town Center District shall apply. To the extent that the Town Center District are silent, then the New Development Overlay District shall apply. It is the intent of this district to control the physical appearance of new development along the corridor to produce economic benefits for the City and serve the needs of the region. Development will be encouraged to have a campus style building layout that encourages larger buffers and landscaping. Design guidelines will be maintained in the City's Code of Ordinances to promote orderly development within the New Development Overlay Area. DISCUSSION: The proposed Final Engineering Plans propose two (2) direct access points to the development on Winding Hollow Boulevard. General data for the Final Engineering Plan includes the following: Proposed Development; Six (6) Single-Story Office Buildings Commercial Area: 19,230 Total Square Feet of Professional Office Space Parking Required: 1 Space Per 400 SF; Total 48 Spaces Required Parking Provided: 72 Spaces (10'x20') 6 Handicap Spaces 12'x20') 78 Total Parking Spaces Provided Irrigation service to the property will be from the City's reclaimed water system. At the City's request, the developer will be oversizing the reclaimed water main along the Winding Hollow Boulevard frontage in order to provide the City the ability to extend reclaimed water service in the future to properties north of the Offices at Winding Hollow. At final site acceptance, the City will reimburse the developer for the cost difference to oversize the reclaimed water main from 2-inches to 8-inches for approximately 700-feet. This cost difference is estimated to be $7,000. Public Hearings 500 PAGE 3 OF 7-April 22,2013 The City Engineer has reviewed the sight distances available at both project driveway connections to Winding Hollow Boulevard and has determined that they meet the applicable MOT standards. During the development review process, the southern driveway was shifted north by approximately 100-feet in order to increase the available sight distance from the driveway to the curve in Winding Hollow Boulevard." The attached Aesthetic Review package for the Offices at Winding Hollow project highlights a professional office development consisting of six (6) single-story buildings having a total of 19,230 square feet of professional office space on 2.9 acres of property The submittal requirements for aesthetic reviews are 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 proposed project is located on the west side of Winding Hollow Boulevard just south of State Road 434 and is subject to the State Road 434 General Design Standards for New Development Area. The proposed buildings are detailed to present the appearance of single-story office buildings utilizing different but complementary textures, colors, and architectural details. The facades incorporate significant changes in architectural expression that will complement adjacent developments. Architectural design elements include concrete block/stucco, glass entry doors and asphalt shingles. The color scheme of the proposed buildings include khaki concrete block/stucco buildings with tan accents along the base and windows which is consistent with the architectural elements of nearby residential building. Staff feels that this project incorporates numerous quality design elements that are promoted in the State Road 434 Corridor Overlay District. The plan also highlight the color rendering for both the proposed six (6) foot screen wall and entry monument signage for said project. The color scheme of the proposed wall includes a stucco finish with colors that match the proposed office buildings. The entry monument sign also includes a stucco finish with brick accent and white letters. The proposed sign is 7' 4" in height and includes 31.88 sq. ft. of total sign area. (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 proposed project is in harmony with the existing developments, specifically the architectural styles that have been exhibited in the surrounding residential buildings Public Hearings 500 PAGE 4 OF 7-April 22,2013 and small offices located within the State Road 434 Corridor Overlay District. (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 buildings and signage are tastefully designed and don't appear excessively similar or dissimilar to other structures in the immediate area. This project represents a positive addition to the State Road 434 Corridor Overlay District. The proposed six (6) single-story professional office buildings will help to further create the urban sense of place that has begun to materialize along the Winding Hollow Boulevard/Parkstone Boulevard and State Road 434 intersection. (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 proposed buildings have contextually appropriate architectural styles that include design features and detailing that accentuates and enhances the character of the surrounding area and to a great extent, represents a welcome "upgrade" to the existing architecture of this surrounding area. The elevations show six (6) single-story professional office buildings, entry signage, and a screen wall that are tastefully designed and will serve as a great addition to the State Road 434 Corridor Overlay District. (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 State Road 434 Corridor Overlay District. (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 glass entry doors, contrasting colors, and asphalt shingles that exemplifies the style and quality of architecture that is appropriate for small office buildings within the State Road 434 Corridor Overlay District. Public Hearings 500 PAGE 5 OF 7-April 22,2013 FINDINGS: 1. The proposed elevations are consistent with the Aesthetic Review requirements prescribed in the City Code of Ordinances, and the Architectural Requirements noted in the State Road 434 Corridor Overlay District. 2. The elevations include detailing and attention adding to their appearance and the quality of the development. 3. The proposed development utilizes colors and materials that complement the adjacent developments in the surrounding area. 4. The final engineering plans are is substantial compliance with the concept plan. 5. The proposed development is located within the City of Winter Springs: it has a Commercial Future Land Use designation and is located within C-1 (Neighborhood Commercial) zoning district. FISCAL IMPACT: The potential tax revenue of the proposed office park development is as follows: Retail (19,230 Square Feet) Units (19,230 square feet) assessed at $90/square foot: $1,730,700.00 assessed tax value (19,230 x 90 = 1,730,700) $1,730,700/1000 = 1,730.70 1,730.70(2.5600)=$4,430.59 $4,430.59 (less the 4% statutory discount) = $4,253.37 tax revenue Taxes paid on vacant land now(data obtained from Seminole County Property Appraiser) $100 assessed value for entire parcel 100/1000=0.1 0.1 x 2.5600 = 0.256 $0.256 tax revenue Total Potential Tax Revenue: $4,253.62 (4,253.37 + 0.256 = 4,253.62) 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. Public Hearings 500 PAGE 6 OF 7-April 22,2013 RECOMMENDATION: Staff and the Planning & Zoning Board recommend that the City Commission: 1. Approve the Final Engineering Plans for the Offices at Winding Hollow Development. 2. Approve the Aesthetic Review package for the Offices at Winding Hollow Development subject to elimination of the banding presently connecting the front windows for each proposed office building. ATTACHMENTS: A. Offices at Winding Hollow Final Engineering Plans B. Offices at Winding Hollow Aesthetic Review Package C. Minutes, April 3, 2013 Planning & Zoning Board Public Hearings 500 PAGE 7 OF 7-April 22,2013 Attachment A THE OFFICES AT WINDING HOLLOW PHASE 1 & PHASE 2 N2o A -E' HE. -g,g PRELIMNARY/FINAL SUBDIVISION PLANS rga e� bdAj 1, 245' SOUTH OF SR 434 ON THE WEST SIDE OF WINDING HOLLOW BOULEVARD ZN a WINTER SPRINGS, FLORIDA PARCEL NO.26-20-30-5AR-0D00 025C 3 n UTILITIES: a- WATER- CITY OF WINTER SPRINGS LEGAL DESCRIPTION: 1126 EAST STATE ROAD 434 WINTER SPRINGS, FL 32708 To Imo'Z a0g 407 327-1800 RECORDS of SEMINOLE �I ODN..FLORIDA,MORE PARTI<DLARLr DESCRIDEC As TOLLOws. D w o $ WASTEWATER- CITY OF WINTER SPRINGS 1126 EAST STATE ROAD 434 0 WINTER SPRINGS, FL 32708 DOC 407 327-1800 LHENCE o a o NH ELECTRIC- PROGRESS ENERGY FLORIDA INC ass w ALONG SAID souiF;uNE a DISTANCE M d 1150 PROGRESS ENERGY DRIVE aF zzo.DZ rEEr ro we PONT or sccwN S, LONGWOOD FL 32750 A_DESDRI.ED PARCEL CONTAINS zeim A...MORE DR U.S. T �y 407 772 5305 y ROBERT CLARKE ms SITE LIGHTING- PROGRESS ENERGY FLORIDA.INC 3300 EXCHANGE DRIVE,NP1E Q LAKE MARY FL 32746 407 942 965 SHEETSISSUED Qp MICHAEL SMITH z J TELEPHONE- AT&T I-] r r o z 132 COMMERCE mm� SHEET INDEX x�° g 132 COMMERCE WAY °"" SANFORD,FL 32771 ooe �-SHEET$ DESCRIPPCN 407 302 7611 • DE COVER SHEEP 'z ul�. J WASTE PRO i i J 12 DE G.E.-xo1ES� dA 0 SOLID WASTE- Er- ,TaPDCRAPnIC W 2101 W.SR 434 AERIAL �/ aio suxu-TREd SUITE 305 AERIAL MAP •4.DD SxPPP/DEMD UN SHEET k OFf2 rW�i Do 0 LONGWOOD, FL 32779 s� uA�srie s vux s;HiEEDr or z 407 774 0800 SCALE 1" = 500' 520 d SOD uo.r.NEruES 4 �. z •.s.oD II E o w F CABLE- BRIGHT HOUSE NETWORKS 0 r.m O W w W 3767 ALL AMERICAN BLVD. r.ZOO Unutt DE 4� U mac\ Z ORLANDO, FL 32810 407 277-4782 •9.W FIRE ADGESS AND 1RlCK MWUEAERING PIAN H�+ M1 • M�7 E CWIGPneN GIPDN GPLCUUiIDNS PAN o IRRICAnON DEfPILS w :4 IS PROPERTY OWNER /DEVELOPER: THE OFFICES AT WINDING HOLLOW,LLC C/O RICK A. SATURN A7ITE7 [ U 3437 SE ANKENY ST. $- rcarore syo,�ey PORTLAND. OR 97214 APPROVED ev SURVEYOR: ,�°'a H's"ILDN HENRICH-LUKE&SWAGGERTY,LLC � 1-800-432-4770 1260 Belle Avenue-Suite 207 ,AV No_33 F.E. W'nter Springs, P-ido 32708 € • '1 f 4 C snore s,ae ore emI or Ro,;do,"�. X12-011 IBTH LOCATION MAP 1­2-2013 MW N.T.S. SEE SCALE BTH 1.00 .,zASnOR,,—.—N„HF c PAVING,GRADING&DRAINAGE NOTES GENERAL NOTES .tee., ,°-.�i ,,All eu_vnrlcNS Pamloeo IN rxese auNS.ae aaseo ON N>vo ea oaroN. r _ D WITH TIE 11 IF GaaE HG M x1rva1 Na 11a E IN Gaxa NGE s€LL I " ERFORans AND ACCORD NO TO THE LAPP'—PLE FB.B.T.I.TAO)wA:GE11GN T IGTABHE—11111ER 1ERw111111 IF PRa 1aED xr Cnr IF IN 1PRNC1 RAL PINS F.E FxAG,.11—tub/SID—Lx B�MErv1arv1.1 R; a IL TO AT PROATED NO THE ILATE ANN SHALL PC sA srAbusxEn Ere EvERr reAINFUL urmL A cR accoROaucE ERE wnx HTx�flanoNEErecore HoioR 6 s AREAS SHALL BE ISPITILOTTE 1.HE Trv1CAL_INC SICTlons as 1rvo1CATEO. E 111E OTOR ETHICS s w~ LIRTnons WIN THE PROPOSED PAVEMENT Exlsrlrvc PAVEMENr �N.a EN1111 EOS To sEVCxLaREO�NOFCRUBBEOE ARE RHE DunoEVrloN vary vROVmeo 11.AND APPROVA PRIOR TG ORCEIIN.MATERlLC FOR WATER IN—eE FINE. sox-e,PxlssuxE cuss zoo Fox WATER sExvlcE PIPE. 1 A A k ATER SIR HE cH.EHINES",1Gm Br CERW.S a cm of WINTER APR1NGS. aoc.MEry az scN Dxawwcs s e BE suBM rt0 AND PERM1 0 UNDER sEPa TE MATHERANIEEOP'ToE OFF SHALL.1 1ESPNNG­1.B THE III,THE.11— 3 GO EURB RuCEMENT. D MAr BE LASED mR sHaLi THE ENGINEER�MMm1LIELr. UCroRES. RNr D1ICREPANC1E11R>l. ..BE REPaATEN TO p g ns4oxaseo-tiaxs: Bl0 ACCEPTANCE Br,HE D�ELOPEx o To THE ENGINEER Fore vERIFCANON Pre1oR T° n` U IN'� e F.,the purpose of this section.the phrase"water main mall mean mains. W f Q Is tg clutling treatment plant process piping,c veying either craw partially treated,or IN A PAPER InINNER BeroNB THE UNITS GF THHALL'cLFARED snE 111NO BEOUwENCRE SET FORm er SITE of J 0 flushed drinking water, RTC hyd,CDt ICads, and s e lines that ar under the A R st=Rmcs IND DEVELGPMNET CDDES, ae antral of a public water system and that have den Inside diem Cter Df three 5=- nches ar greater. sr AASxro T-1eo. IN, LFrs TD sax osrvsm AC FAN 11.THERE ARE rva E.RlCN.ErvTAUr FENSmE IN.ory SN Z LL rs 4 11,ND ERE LAN.Ex1sr ON THIS 110 v qk (1)for zontcl Sc a -ice Between Underground Water Morns and Sanitary or Storm R LitSC.G I AREAS RETENTION ANr TD DRAINAGE v Q Sewers,Wastewater or Storm water Force Mains,Reclaimed Water Pipelines,and 01-Site NNE CRNCE AREAS sm eRL uE wnxw ALL—1111 aF THE ERRAP T Sewage Treatment and Disposal Systems. sxowry Dry THE unuTr Rurv. W (a)New or relocated,underground water ma s snail be laid to p1%d,,M1orizontel TRACTION SHALL coNSTRUGT It I'DEACLIS wTHIN y„(g d LL b It NA", a or of cast th ree feet between the N-ide or me water m In and th e Outame PRCUECr. ANo SHALL BE oowN L`= E11arvED To A M�rv1MUM of MoD MPH w�rvD�.o1ND Z m¢ f any existing or proposed storm sewer stormweter force main,oru pipeline conveying - N V�Y 'mad water regulated under Part III or Chapter 62-61D,F.A.C. RccoxparvcE w1TH THE mAN,FACTURExs xr AND TDPDCRAPH1c INFLIESTH BASED DO A seRSEP PRrnnDED Er THE Q V (b)New DT relocated,underground water males shall be lam to provide a narizontal LATEST CPFa1FCAnorvs cuervr. distance of et least three feet,and preferably ten feet. between the outside of the water FILTER V II�� tl the outside of any existing or proposed vacuum-type sanitary sewer FARRIG IRnv LOGO PHDRE GED CEO SHEET 1 DF P. FDmH IN att OF w1FrtEN sPxwes urv0 DEVLwPInErvT coDE HE REDUIREMEFrts SET O O�0 5. (c)New or rGI c tea,underground water moms shall be lam to provide C horllont'I a�stance of at least six feet.and preferably ten feet.between the aatsme of the water AS-BUILT NOTES Ar xoL<NEET THE (n (n W man Ana the outside of env existing or proposed gravity-cr pressure-type sonitaTY EsW(us1DmN Fnwa)arvD astewater rarce ma.aT pipeline C veying redalmed water eat regulates antler THE REOUwEMENTS or THE STATE ANO ANr:ncAL ACENCr H.v1rvc uuv s0lCTlo W 0 a Parrt rill of Chapter 62-610,�F.A.C.The m m horizontal separation distance between water a ns and gr_Hi type se Lary se a shall be reduced to three feet where the M jar ATE`TC IN [�jn R k£ENI bottom of Ina water m is laid at leas(se Inches above the tap of the sewer of \ 3k (d)New or relocated,auln dergro.Nd water m s shall be laid to provide o horizontal ACCEPTANCE sHUL calnPLr TTHE distance of at least ten feet between m outside of the water m ontl all parts or any °g SIST xisting or proposed"on-site sewage treatment and disposal system"es defined In A) ALL e1 LECixtr MARN10 To xECORa ACHIL - - w1sE Section 381.0065(2).F.S.,and Rule 64E-6.002,F.A.C, EMOVINC TREES,ILI ROOT1.111.All BOTH OTHER DILETERIOOI s)NST LATERAL. AN n Between Underground Wafer Mains ontl Sanitary or Storm Sewers, ¢ Wastewater or 9tnrmwater Force Mains,and Reclaimed Water Prpelrnes. Q (a)New o relocated,underground water m sing any existing or proposed D 111 UtLnr xFSUtnxe FEAR H1s 1oN.HE ¢- grovity-o m-type sanitary sew o -LIC,sew r shall be laid So the outside of REFER coxnRUCT1ory AT x11 Owry ExvcrvsE. the water malnus at least six'ncM1es,deed preferably e12 inches,ebeve or at least 12 O nches below the outside of the other pipeline.However,it is preferable to lay the water WINTER 1PRmcs SPEGIFaT1DNS AND STANDARD C-1. above the other pipeline. 1PMED uuD P1P1NC A LRCM ION SHALL BE s,wu cwERry Au ununls waxx. a } m(b)New or relocated,underground water m ns crossing any eA1,Hng or proposed " 0 F pressure-type sammry sewer stewater ar asmrmwater rarce ar pipenne conveying D). L AND lO�r-� z Z 'thee water shall be Iold'soame outside of the water m sat least 12'inches nth sP1au PRavlsorvs.ArvD COPES OF Arvr REOU1Rm mrvsmucnory PERMns. W O 0 ANENT INTS',dovae or below the o hide of the other pipeline.However,it smlpreferable to lay the R M m 0 ter main above then other pipeline. " THE (c)At the utility crossings de 'n paragraphs(o)and(b)above,o efull length of F).� W � 7 III water m n pipe shall be centered eabove or below UBG other pipeline so lM1e water m ED FROM RESGN thou eE MADE W—T PNNE APPROVAL aF THE FECINEER of REP.- E z J joints Will F.os far as possible from the a er pipeline.Alternatively,at soon c sings. c�THESE�SILLS Daawwcs ER � rte.�A 0 ACT the plpal lhau bG a ranged A.that ax wmeL Old n iomtl a B at least three reel rmm ml U "T— R"ALL BE RE1PONS TN crto Ca 4 joints in m-type sa Lary sewers.warm s .starmwater farce m ar pipelines AScIR REFERENCED (E,)AB RE 1 REDmRED 6r OWNER AND THE s sox m coluseocnaxGS Roow_D Erc.PDXSFL z a PRIL Cl— n.Gyingvleclaimed wafeT regulated under Port ells eof Chapter fit-610,F.A.C.,ontl at least G1N(E)ABWEADI Es ox GTTER wFNnsmUGHTIE sfeet from all joints in grovity-or pressure-type sani cry sewe s,wastewater force es)ry NEGESGARr TO CONSTRICT THE PROTECT As STICTEO. ¢ a A or pipelines conveying TAGlaimed water not regulated under rPDTf ID of Chapter - �+ d 62-610,F.A.C.on equivalent level or reliability and public health protection. Rr ONCERrvm UFUNEI AT LEAST aR NNIEG IN W F p L' SCSI .ORDERS mR ALLHUFLm'PRESSURE P1P1NG. ADMA1GE CF Gan1TRUCT1nN De EREIGN1. z d w w EROSION CONTROL E_'FALL WATER QUALITY MANAGEMENT NE PxaMIDED AS A CaMP:ETE PACxADE AT,HE ENa aF,xE PRa,ECT. PRa,ECT SHALL U OR CAP 7.1 INATT A—BE I.—TO ILI INGRE11.1 ACIDIC.WILL ISSISID C TO xECEn1ND A CERFFCATE aF aCCUPANCr,PEB Cm CC E Cm CaMM1551aN Pre1aR z ¢ O i'AN T'E CONTRACTOR SHALL M Z STRITtLHIP. AND WATER TAN'Me.CElMENT(HER.II SEE) A cwDE To sounD unD ADD TIEL.NAT To oxoARINC MA1.1 THE ExcwEFT of REGARD Fox=I LINO W W� LL on: ons ALI_ wH1N THE LIMITS OF 11TE SHALL BE xEMaVED.Na F Q' 0 Al TE ING BSCHARGE SHALL BE PRIOR ro m RECTED DFF-s1TE HAULED OFF-SITE sr COnrRACroR. 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Dow- OU�ARD UNTIL UNSUITABLE SOL IS SHADED FREE SYNBOL REMOVED FROM CONSw MW SHAUL TZ OEOIEgiNiCAL D a-M) do 9 GRAINA* ENGINEER FOR INSPECTION AND APPRONAL OF ORCH PONT EXTENTS OF UNSUITABLE SM.RENO- AREA AROUND III I OF REFER TO OEOTECHNICAL STUDY By TREE TO REMAIN EASVIG SCALE ANGRE� MGf- M�SAOEA-- "BE MASS, P 'GPGT-12-=DAWJNOZ4 R'2 I PHARF2 WOE MEE MRRI� BAD,MEE M SIM=!�A D �STRUUDON oNISMucri STANDARDS RENOTES MEE TO A�SHONN -GE '��AMTVG f m— SP ENT -------- - --- ----- --------- A� IS El ------------- SMONM N Mil I!I �y FOLUDWING A• &EOBAENf BU o.s.OR GREATER A, V ----------- -------------- OR A INSTAU.�TS BARRIER AT M B,Nj��R 1 S DUN _CTURE NSMUCflON G SEQUENCE NO OR 14- I OR ADDITIONAL y (hi to T11 ;V C ®r REQU SILT PENCE PHASE 1 4w w UND UME'S 11 11 1 �yvr PH ONE N WORK Ir I--�SI c,(, 1- -)0 LA r :o C) Q INSTALL SILT w� C"0 1A Z' I C) FARRIER AT eA EAEMW SANRARY SILT SMUCTURES AD INSTA�A`MNI WANH MR =RS MAT M c-to- 2 CON= T'*-10 A co S�g,�,k�,hall�d'FIREDEPARTMENTA�E�.d,halI z 5 ic Cc) c, EX c' C) HEALTH DERARTN ENT 6 0 4- L L PRoADE FEDEsTRANi N I"(IT-LICILLEW BCJ:EVARD- -N or ml® II A FELONY -WAM.. BLVD ARE TO R -,H'B IMIGARON SHALL BE LOCATED D SILT �ILTI. -x- N #-BA"B' T2'WATER INSIDER AT NUOS 20•«30'GRAD FOR ON L AREA FOR y 1-1 ADJUSTED AS NEEDED BY CONM47TOR PRIOR TO GO TO BE V-Tp In OR-THIS AR MR— .W NO CURS.9�TO BE IF NPACTED DURING MSTM A GO. D On&SXXVAU< "Fo READ mus A OONHJCPNG 4 TO BE REWOUED�SEE RON 0 SEE SITE 1�FOR DRINTRAY DIPAIM W,,G UNDERORNA PIPING 2 CONSTRUMON SHAI,SE REU0VED PERN FOR ANY EB.N0 CLEANOOTS CDNFU�No TRESP V=1= PROODE MOT PER MOT INDEX 603� -- N P E BY me�D GO WH PROPOSED CONS S�BE COMMITS- 1, 6 DETA .PROADE MOT PER PErEsMSAN MM PER W'NVEX 660 RELEGATED AND/OR RESET. A FEL CT,OF WINFERAMMI ­ FDOf INM 60 ea xi Oy E- XX Z An�Iz ATM Z= IT I W, VE zr, % TA', V%7 pq ra "R IF VIN Ar"V I=21 111.M Zl L-1 I --'s A, HILL 'L%p�'D =.X Y74=X=- 'T 4­ I -A 'Al Ill �ArPFMMD BY "7-"T TYPICAL MEE PROTECTION BARRICADE OETAIL �P CONMUCMN SEQ B, D TO NDoHUD3S3-P E N -IT o"«w BTH IF- -g- EROSION CONTROL DETAIL -2-2013 WKW �o AP.Is A STE TEE SCAL�9TH ATT ' AN -.E ON T- 4.00 PHASE I PIIASE 2 p PRESERVED __N DO- 'C� 'C'�� 0 ER Do' "WIL TME — SO 57634' 25 _5 eoi ee 68.5, (D DRAINAGE U WITH 4 WITH PHASE 1 POND M TO TERMINTE AT 2 C FINISH,PAINTED BUILD NO OND 1 POND 1 A LOT UNE.KIND GERM& GO FAST AND DRY-RE c DRY-RETENTION RETENTION —PES SEE SHEETS 6.0 AND 2 DRY-RETENTION A A TOB ­25 TOF 25 5 ',lUPUTY EASEMENT PB 225 P, 22.5 23 21, 3 11—OT 89'11'}) 50'x357 I 5 E R 50 x 9111,34 fi SF NORTHWEST PARCEL @ 1­.DUN 2 3 m,8 TV LANDSCAPE BUFFER Dq ALONG DISABLED III BOUNDARY OF 0' DRAINAGE _1 ­4 PARKING SIGN DRAINAGE 1 1 1 1 WHEEL STOP E F- MENT DDMBLEG RANKING SIGN, DRAINAGE SCREEN �EMFI.IT STINPING SEE DETAL C") ENT I'D III L IN EASEMENT I To' EASEMENT I DETAIL(TYR) ------------ ------ TO. Fj---i --------- Q I DRAINAGE 5' FL M 1 ❑71 NCFSTE WALK ❑LI K 1 5'CONCRETE WALK ON S' R !F R u S. 0 il-E SO 35,EASEMENT J Z 42 .'A 20, RY SHARED TO CffY OF 61 WHITE CROSSWALK 2* 6'HT CHU DUMPSTM ACCESS, I BHT C PR— ENCL COLOR TO MATCH NO I `m=ON, _�MNISH AD DISH,& 2 SAI R',�� I RUSS.FINISH PER C PER CITY MS. 6-WHITE CROSSWALK DRAINAGE 2 "Y I EASEMENT SEE DETAIL SHEET SAO SEE DUAL SHEET 5.10 A., T ROG,♦ 21• 20 7 TO --- ------------ 11 L A. 6'RAISED ERWNG Oi� PER FOOT 14 CURB(DIP) ­.S• A EASEMENT IGOTS' WARNING LL NO DETECTABLE :EP AN 1110M P RO. R30' R30 L ZD�;ALV;EE`D,,, BUFFER EASEMENT T_ PER FOOT OW SOULEVARD SHEET 5.20,1 B B07+1 SIDES `C jiNDIN\G AOL AND ,�,H� L NSET NO FRONTAGE (TYR) WARNING MAR8'CLf WTH DETECTABLE CH z P,rl�j III LANDSCAPE BAR :LN PROJECT MONUMENT SIGN PER FDOT HIM 3 MIAMI CURB 3,VALUEr BOTH SIDES(TYP) _6" BL'YELLOWLAR NAG �P SIGN RI LOCATION&SIG X EASEMENT vmmirrE Gmu._j DO -t5-LANDSCAPE_- WORDS-ORIVE------ ---------------- --- --------- H BUFFER EASEMENT S ON C) -NAME DO M L, ("CAL) PIN ALONG FRONTAGE SEE All.(TYP) w SEE STRIPING DETAIL E­ SEE DETAIL CTYP On U) SITE DATA! zr, 2 REQUIREMENT 1 SPAGEMGs NOTES: 0. STRIPING(TIP) EASEMENT 10*WINTOR:Z))SO-FT 0 1.ALL CON5IRUDION SHALL BE IN ACCORDANCE WTH CITY Z. R20 PARKING; — 2 WIN SPRINGS STANDARDS. Gr 4 C UY'2 w 4 SPACES HH//C� 2 &SEWER SERMCE TO BE PIN)VIDED BY CITY OF 6"DEL YON LOT 1�750 5 WINTER SPRIN DO,3 8 NW/2 LOT OPLASTIC) :1 9 14 S 5 w 4 SPACES(INKL 1 H/C) J.IRILGAT SEFI�PROVIDED WTH METERED CONNEGOON ALLOWABLE SLOG HE(MEAN ROOF HT): SO FEET T.FIFUSE WATER. 2'OVERHANG PROPOSED BUT..,TO TOP OF REAR.G IS FEET -. �AGG � I A2 SO FN 4.CON ACTOR SHALL BE FOR OBTAINING ALL 19,230 SF I"A.1 PROADIER 72 SPACES(10-=') REOUIRM SEALED ONGNEERINS DRAWINGS"DOCUMENTS L SOTO BUILDING PAVDkSDEWAX 2 PER PERMITTING SIGNS En.AND COORDINATE WTH COY OF R R 8202- OPEN SP F RAINING SPICES A WNnR SPRINGS IN OBTAINING SEPARATE PERMITS. ------------- T.-SITE AREA SF ILGI AS APPW--;-D Pl �¢ MAINTENANCE OF TRAFFIC NOTES:(SEE SHEET 5.3 FOR M.P.N.I Z_:fERM01 ACCOR NO TO FIRM PANEL NUMBER IIK)416 OUI E Flan mwr• MOT CONES, AD AG#y RAMP AN B.I.AT EXISTING P._=S= _2 DATED SEPTEMBER 2B. X%AND NOT WITHIN NOW SHALL CONFORM TO FOOT ROADWAY AND TRAFFIC R FDOT INDEX 30 IN C BE ... TAPER POINT 200,THE SUBJECT PROPERTY UES IN FLOOD ZONE BOTH SIDES CRT,) RE ------ AN AREA OF SPECIAL FLOOD HAZAINL DESIGN STANDARDS.JANUARY 2012. BUILDING S. �l.WIND.HOULON D.(FAST} FROM SORE 2 2.THE M.O.T.SETUP MUST BE SUPERVISED BY A CERTFIED U TODD HUDSON,P E. SENCHkMAK PER ,(IA PERSON NTH A CURRENT CER*nnCATtON WO_3 No 0 6"DEL YLW 3'VALLEY G STOP SGN( —————- --- PAVEMENT SET84GICS, 15'FROM WINDING RONSON=EAST) EULVWnON$SHOWN HIM ARE BASED ON SEMINOLE COUNTY (MTON 11-1 MR 5 mm GOES(NoArN& DESG #47�301 WRONG A PUBLISHED EUOAMN Of 22. THROUGH FDOT FOR THE DESIGN.INSPECTION,AND 6"DEL ACROSS DRIVE WHITE STOPi TLW IMP NKV)88]L AS PROVIDED BY PROJECT SUWEWN. UDWENTAMON OF WORK ZONE TRAFFIC CONTROL) —MLwwl ————— ... —————— — ———— SIQUALIL' 7TH "CAL) STRIPING SKINAGE TO SE PERMITTED SEPARATELY. MAINTENANCE AND EASEMENT REQUIREMENTS — LASTIC 0 1.ALL.PRIVATE CROSS ACCESS,DRAINAGE,LANDSCAPE BUFFER,WALL.0 SGNAGE 1-2-2013 KW DETAIL 2 SEE (rMjy_NOT* 1'30'W 32,08' EASEMENTS SHOWN ON THESE PLANS AND%H MN THE PIT BOUNDARY SHALL BE RECORDED WITH OR PRIOR THE PLAT OF THE PROPERTY.ALL MAINTENANCE 'H NQRTH ENTRANCE STRIPING G STNPNG SHALL BE BY A METHOD APPROVED RESPOIN BlUTES SHALL CLEARLY OUTLINED NTHIN THE EASEMENT DOCUMENTS, SEE SCAL�I CGNPU 2.THE PUBLIC UTILITY EASEMENTS SHOWN ON THESE PLAINS SHALL BE DEDICATED ON 00 BY THE CITY OF"NTUR SPRINGS. 5.00 TiE PLAT FOR THE PROPERTY. PHA5E 1 PHASE 2 4 ® NQRTH CONSTRUCTION CONSTRUCTION � � � & PLAT AREA & PtAT AREA �" soTOf3o 1m�oY sz4o N0T01'30''W 576.3 .�' 55A6 E a � ' w � ii 23 22.5 f b 68.5' POND 1 I POND 1 ■ o ��� 2t,5 DRV-REIENf10N z� DRY-RETENTION * TDB�25.25 O a 2�5 PB 22.6 2z.5 223 . _ J 666ddd {rl�. 1D' LOT 1 LOT 2 ' LOT 3 LOT 4 LOT 6 (�z'n g 3698 CSF 50'x 68'i,' 3898 95F(57 x B9'it LOT 306 GSRW.6W11') G6F(50'x 88'11'} 1'tS8 GSF(SB'x33'} I � 7 3496 GSF(58'x 88'11'} NORTHWEST W 0 CAPE BUFFER anRCEI. m SCREEN WALL ALONG SOUTH 2 �' OUNDARY OF LOT 1 � 2I •� 2 a S Ts 10' 10' ( tO• �I Q p � 3 DR,VNAGE [ DRAINAGE ■ ` DRAINAGE EASEMENT j EA$MEw j j I� EASEMENT N N m I o O '• �• •�__-� N6Ba3'S1 —_ .Lr__ _� �--—_ —__—_____� i_ _ ___—___ mO�D• �Z i r � EE ~ ry R SH R R R ,� µ R EASEMENT i 0 H 4ot�aW �. ■ i �m 2 UTILITY sorol'3o'E u ■ ! O W 4 �-" ee G ■ ISPNG 3 EASEMENT 1_.._.l ..,J.... 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DETAILtSB) / HtiZ a, �Ww i' N,ERP,P REPLENTGP:ED. PER M PDAr EF I N:A,E 3TNP 4 FRJM<POS9—JNE NR ERR OF PAETMENT U a a 0 N 6"CURBED 24 10' �N y QPA 5.x_.AN_G 5x5'LANDING r O VERTICAL CURB D.^TAIL �-25.5 5%MAX— TD, TYPICAL PAVEMENT S"MBOL FOR 1 �- 2a' CROSSWALK DETAIL 5'x5'LANDING 4.5' I 5%MAX— TO. xrs DISABLED PARKING gppgovE•D BY EXISTING 33.5' a 5'SIDEWALK Z EXISTING S smu N DD HUDSON.P 5 SIDEWALK MATCH`'ry TODD 34033 N ------------------------------— —— —. ._ ————__—_ W are SIDEWALK —— —— EXISTING 2'MIAMI CURB wE ox. "nib/ e. 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A x.-.n ,ai PEtlMSSOtlD9 \ NtlIH1S3a3d C'J[c] ip umic 8� c" DESiRIRN ry gy z C/d�..� - CP093wALx ,ca�_, 035010 Fy�Q Z .4 a� aircx.,uc,mm ,xaw aoxrnE (1, � �F soEwxnc�o \� qL �xE Y' 6y W ORDV-Orr IRGrrcrrON REOVIRENrNrs W no- Foy b NO CURB AND GUTTER a3o3srRiAx ' cxosswALx G„ z AN oR Nro BLOCK sloewALK CLOSURE Gr -_ .. G U P a9o9srRinx 1114 wro-BLOCK smewuK wrTR TENP=A wav O i DINNER IE . caosswaLx aasuRe W w wrTR TENPORAR.CROS wA1KS x w 0 GENERAL A11111 GIC o 1G TlllN CGND1T11111T „MSre NO SYWOLS a�., , r,o r e wNOrrrous AaaROVeo av x.. No snoaa .P. DROPOFFS IN WORK ZONES "'"" "°° °""° '" "" iniO""`"°r"`"` ..m..,r .orn.mm.5a,o,a v. arc.a,.ao, r12"011x BTH FOOT DESLGN STANDARDS FX „F' aev�Ne "�r"°re „an-°.• :ie:.wt. u.e.a,azr✓°�:re..or r..n..wm°sam. rxnEx xE o-2-2013 WKW GENERAL%NFORSUTIION FOR TRAFFIlC .o FOOT DESIGN STANDARDS MO " 2013 LON'rttOL'1-HKOW(?H}YORE­NEB 600 510 oP/o1/1ia 2013 PEDESTRIIAN CONTROL FOR CLOSURE OF SMEWA S 660 SI° SSEE SCALE BTH 5.30 NORTH I W� eu BIG m— F M ANO 2t5 mow METORI CONS--W�TE AT MR PRESERWD UNE, CONSTIMMON SCALE S, At 3HOV TO ERISMIR GRADE--_ LINK --------- - - -- - - ------------ ---------------------- -- - ----- -- ------------ --- ------------ --------------- 23-- ----------\�_ 42A X K fi V m3lIkE RIP 21A DELAI F 21.6 'TNE F NROt SR �2 ND 1 .13 '5F.. 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P;E[,]T AmOVE."l-T!SU Mm,L7,95) .1 OF NANI EL 2S2 1 POISE 2 ------------------ AF—ED BY STORY MAX 5�4,7,'MAX STAC-1- NOTES: EVENT 19RY POND TRY Pomq 'FlEy, 1)MAINTAIN SILT FENCING THROUGHOUT PROJECT NEAN-ANNUAL 211R 2%14 2%02 HKA—T.1�l HIP Ol. 2 2)SOD ALL POND SIDE SLOPES WITH BAHIA FOLLOWING POND GRADING H 2 SA :A -OF-WAYS SHALL BE SODDED MTH SOD MATCHING EXISTING SOD. 25YR 24 R_ A�0 5 S-1 3)ALL DISTURBED RIGHT -ACCESS B,TODD HUDSON,P R. AISLE IN 2X MAX CROSS SLOPE AT H/C PARKING STALL AND 5 NO._3 I.GIR 2 R= IPEI — PRO A, 4)MAINTAIN E FLORIDA H—E ­PE PER FLOR ADA. ———————- 5,)ALL ELEVATIONS PROVIDED IN THESE PLANS ARE NAVD 88 VERTICAL DATUM AS PROVIDED BY PROJECT SURVEYOR. OR POLDETE AND LESS THAN 6.)REFER TO SHEET 6.10 FOR INLET AND MES DETAILS. 1-1 011 7TH IN%FINES.(NO U­THAN IG% 1 2 2013 WKIN PASSING THE-YGN SIEVE} TYPICAL POND CROSS SECTION — SEE SCALE 8TH 600 PN t P—E 2 x __i_._ CWlSIRIiCiWN CGNSRCI=N T € C — — " i 5 w��------ re� .v ..:. ... .;C° LOT ,EP30N TO � WNRA��1 "" �� I GRADE AT LflT LINE 5�k t i A A_ ti -- s 2'u.15 Z 1 2 ...., ..M i I C �A al LOT 5 x T—F— PNCSE 1 (Y. 6 SOW I 11 ('^ Z Z: � P\ t Z kE LE L 24A Z61 V"1� t ,-. .� � a r x�o..x�,u°:w•.cr a I �T��'k' � s 66 n c�xzmx.+.w�es,ffi S r s. wEmm va.xux f�v ��~<x i III o O o 55 _L-----Ja x�r 4j SIP" -sa- E E 9a `M —_ _— — ,f`ff s.kLern a 2 CRA➢ING PHASE 1 GRADING CETAIL q. x[120 6 �. os— ns soar S.D z .�.,« r° x°are �, u > —— •_am e�i� -}—� a.n.5 �. ""..,• "S°�'wl 41 4„ Isew wEi31 TGP EiEVnnoN d'W F" ro ZjS( MODIFIED TYPE •C DRAINAGE CONTROL STRUCTURE Z Ur a STRUCTURES DS-10 a W id is 0 rz"> AaPFMMD e°°r`°" AQ zwsiNC r a,ov„o �onoTa �°.- .......... .. DsoN.eE. 2 i •sva. q i� NO 54033 wx wartx wa p a<sx BTH S SECTION "A° CROSS SECTION "B" z CROSS SECTION "C" CROSS SECTION "D° CROSS SECTION "E^ wKw 2 •An wu s:uc,-s BTH 6.10 III - -------- jI J NQRTH . - - TOD 2525 ..-2.,,. 23 225 _ __ _ N _ T r _- 1 9 \\\, 2 - - ..w 1 I I C0NSiRUCT10N C IE SCALE II LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 = fin 3496 GSF(50 x 8911") 3A96 ORF 50'x 6911") 1760 O"(EY.ZE' 3496 GEF 50'x 69Yt") ( 3496 G6F(50'x 6911') ' 4.. ' ( t ' ' ( 3498 MILES x 89'11') FFE=26.05 CROSSING 1 FFE=26 1 G I FE=26.20 I FFE=26.15 FFE 2"0.10 FEE=26.01 o a yWy . 8"SANITARY TWO WAY I TWO WAY I TWO WAY TWO WAY 4 is UNDER 15'STORM - CLEANOLD CLEANOUT CLEANOUT CLEANOAUT OLEANDER i �I F`1 5.2187 cares D Y TWO WAY 8'MNd SEPARAnON BLE-e�PVC 2FROM 2'FROM BLOC. MFROM fi"DROP 2'FROM 2'FROM BLDG T�,J 8' 02X SLOPE INk 23.0 IMV:23A 3 ClFANOUi TYPICAL INV:230 � w� CLEA7d0UT BLLX; INV:23.0... ' �I s FROM BLDG ( ( 8LF 6'PVC INV:22.8 INV:23.0 ' INV:23.0 I 1 8LF-6'IPVC I t NV 21.15 II ------------ I i 02X S OPE I zX SLOPE - _ o L r_ _ L__6,,.. O�,... .r ___ ., _I�P L..- --13LF-B PYC }-d.P':.t CLEANOUf _ __ C N011T �� -- {... } ® - '4 304X SLOPE, -- 02%SLOPE ______ 02X SLOPE ��I ¢ .INV22.8 HI `1'POLYETHYLENE I d• I t SLOPE R ' ( S INV:18.85 FOTM 4t& VN FOR IHASEi I INN21.55 ANAL MILE 20 LF-8' '�LEANOUT CROSSING 6.PYC T INV:228 ( S AN I 8'SANK LE�N2I08tIT RIM:24.9 L�T� A j O/M LF-6" \INV:20.8 I WATER OVER 8 Q4X SLOF''EC O4X" N INY:18.98 70 ABOVE GRADE ■ �°MEN SEPARAnON TO =4.,4 OVE GRADE* �35LF-e' Z PT _ 5 INY:20.25 n 04X SLOPE I SANRARP SLOPE W INV:20.75 Ii SLOPE 00 F OF - _ 247 F "PVG 257 F-8 PV 005%SLOPES I.POL TO B� - - - 10OLF F� CROSSING 100LF OF _ CROSSINGM ----. I_ CUSSING ■ - CROSSING F. 1'POLY TUBING 1°POLYETHYLENE 1 POLYETHYLENE _'YEMriENE MIN 30°COVER " SAN 2 4 +�ln BLDG 7+POIYE(HYLENY !'?0 BLDG WATER OVER B• WATER OVER 8° ■ �WATER OVER 8° MANHOLE IN 30°C0VER�WATER OVER 8' MIN 30"C R SANITARY_.�,_ __ __ -_.- SANTARY ■ SANITARY Sy / . -RIM:lS.$8 -SAANITARV*/` tOOLF OF 1° • r ` 95LF OF p � POLY TUBING i t00LF OF ■ 8'GATE AP a V I- • 6 FlR / l; 1'POIV TUBING TO VALVE 17.8 * Q 0 GROSSING :W INV:19.5 HYDRA ` •\ *�IRRIGATION TO BIDG TO BLDG ■ �� TO POLY AND CAP J % -'� �� sY POLYETFTYLENE • ........MIN 30"b1 NG ' i nl �fi#qR .. • ASSEMBL 1 °\ 1 1 E: IN 30°COVER MIN 30°COVER ■ A W II �Q ___--_E•DGE _ WM m 6 �°X8F%$'WAId OIP TEE R ... _ 0 =E r _ FRC 7r- _ _ - -- -- --- - ----- -- - --- - --F 0 Wa �' LOT 1:WA1ER SERVCE SERVICE : LOT 5:WATER SERVICE: HYDRANT 8"%8'](fi"B GA2 0,unER §t CORP STOP& WINDING HOLLOW BLVD (1)1"CORP STOP& ASSEMBLY MJDIP h J° [Z�77ER :E {1)1(')C0RPr STOAN RJZCE SADDLE (1)1'CORP STOP& - - 6*BY TEE W/2 EiLOgDFE- - ! h Sq Jy yA LADING HOL_dW BOULEVARD SERVICE SADDE SERVICE SADDLE [ (1}i°CURB MRTrvBN EPfPT(M T 3:WATER SERViCC?O RIGHT OF WAY (i)1'CURB STOP (1)1'CURB STOP LOT 6:WATER SERVICE: METER&BOX DL 66 METER&BOX METER&BOX J� R / i`RP2 BFP 5INV 1JJ6 (1)1'CORP ST0ST'f$T51�(ME4GADIII 94) (i)1'RPZ BFP {t}i"RPZ BFP (1)1"CORP STOP&SERVICE SADDLE B-g{gp-1AEfiER- (1)1'CURB STOP METER&BOX p6 ------ - 7°RPZ BFP c NOTES: ALL UTILITY MAIN(WATER, REUSE 8c 0 \ 4 m ¢ W"a ,„ 2 SANITARY) IMPROVEMENTS SHOWN NORTH ~y Z 0 OF PHASE LINE TO BE CONSTRUCTED REAR OF HYDRANT LOT 1 m• WITH PHASE 1. FOR LOTS 5 AND 6: 90' may 3496 GSF(50' 1. WATER SERVICES LINES TO BE FFE=26.05 CROSSING INSTALLED TO THE CURB STOP AND O z s'SANITARY PROVIDE METERBOX. INSTALL a• x[Ai o 00 MINDER 15'sroRM- SERVICE LINE AND BFP WITH PHASE 2. m a II' TWO WAY 6"Mlw sEPARAnoN _ 2. INSTALL SANITARY WYE AND CAP AT ��� ■ II °n, CLEANOUT BM TYPICAL ENT LINE A5 SHOWN ,.��w FROM BLDG °.•Po °nI ,,��„ Z :.roe n1�ym �' '''°° EASEMENT FOR PHASE d . _ `�` ,.'°° ONE (a w G4 WATER 130.00' INY:?3.6 . x.Po ,<oom ES CROSSING: SANITARY OFB 15] R EASEMENT i ------------ a "°` f'"°, ,"°°"" "`° 7.5 a z Uj W BELOW WATER FO 582 o ,sav TOP 8'SAN.138 CROSSING`. SANITARY _`----- aDae Tote a>e9 FIRE HYDRANT C SOT 12°WATER:19.0 BELOW REUSE - -- R F P rooee O phrase"water mo, row,parka y treat tl fl h k q 9 hydrant CLEARANCE FRONT OF HYDRANT E' H~Z TOP 8'SAN:1+.0 6. UT I t FP 9 ID 9 t p y Oe_netle DETAZ H ¢I W IF SANITARY MANHOLE GOT 12'REUSE:19.0 01X SLOPE `'INY: a q red srsrax U.tns,w* a-wwry u 0 OP EL.23.03(E RIM) cROSSING:SANITARY INV: E �'��'�' Z E. NV EL 2.99 1 BELOW STORM 35 1F-8° w wa ns, amea ater p Ste seweA,Slreatment and "'"""s"°"'" h' "P,a,°,. '� ;T42., z CONNECT TO NV.EL 12.96 'U e EXISTING NORM N. NVI 13.01 c TOP a.SAN:15.35 Q4X�' E 0 Sys _ t,J L INVERT:O BE I ''� B" 'R 100 LF OF Ie) t Y 9 PpPPOSea .. .. "�, ■ (EXISTING STUB TO BE \ REPLACED AS P A )"p1Ly Tai BLDG et ­NQ,t t f f d t d d of ,�,°.yp p ,t1EE0E0-C0�NEW TO BLDG N - Q,H=ORE TOP EL 22.72 / s() 9 P IM1YCR'AS NEEDED) N INV 16.49 MIN 30'COYER r+ a of WE of :a 1 REU (2 8' R IN PO E \22S e r t S�E [ b < f t .t cv°p e p neDr a a G (i(1)B'"TAPPI ME TO E'6'ChnINp IIII ee)t i t 9t d tlof n �t m es Qe r see.on set DDUE{)Es F��°of 'A°'err nPPaoveo BY d9� 6E 6oa2 Fac p "a Dods (2)6.22 BEND 1 ER 0 -a ((2 H R 9 I" na sontar,or s ewoter or _ DUCnLE 6 M.25.5 _ M TAP - - -- - --=;E x;3'47} ty Y ,°,P' - D BEND lea t d bi 12 h b t t 2 6 tF t L f the yx" "'^^'°x^'+�"r^��'^�'• �M6 �'ro u�A"H 1� DD 110150 P. 4 REUSE:CON 7103 LF 6 REUSE LOT 1:WATER SERVICE TONG 5x933 N \ COSTING 12'%8' WTiti 725±LF B'WATERMAIN (1)1'GORP SLOP& oo) 9 -�a Y exist n9 o tae NOTES EX151TN I 0 FLANGE: S SERVICE SADDLE s PP 9 e I. ALL GRAVTry SAN SEWER P.E DR 3s, exrz 12°WATER\ UILEFES DEPr'Wity lo'd h fh t f 12' h b bel h d f t:. her 2. AtL MEfER6 2 AND SMAtLEfi:0 6E 6TluLEO BY CTIY 0:-WINTER SPIT NCS UiiLRIES. nacm:w Vrs x,ue ex" MAIN USE VALVES IN AI11 FOR (/}i°CURB 5T pip p , t t pp: 3. ALL WATER SE E LIKES TO HE FCLYET,iYLENE TUR NG APPROVED FOR POTABLE WATER HS" 12_.011 BTH 1);RACTDR TO 5 4 METER&BDX (c) 'g p q p {) (} q Ppe 5 HE RPZ'S SHALL B'NSTALLEO YMHIN J-FEET OF HE METER FOR DOMESTIC AND IRRICATION _ EXISTING \ 1- TtEMOA$-kZA19QE 1 1*RPZ BFP fro b t n p el f the SERVICES 12'RED 1)._a'GA m A A LL WATER MAN TO BE PVC C90O DR-16 PIPE. -2-2013 µ1l{1N MNN FOR MAIN AL'-RECIORM(REUSE)PIPE TO BE PJC 0400 PR-t6 PPE u,M aru f d P t li y 9e e 6 CONCRETE PADS AROUND PLl VALVE MAE5 NOT IN PAYED AREAS SHALL BE PROVIDED PER a2 6 -c. :p gre iy or prcssv( yp SEE SCALc BTH CITY OF WINTER AND S STANDARDS S 62 10,F.A.C.an ee ent eva of d pub c neoih pratecLOn 0 e P 9. ALL SEWER MAINS 0 tFRW TO BE VIDEO IRION TO WITH A COP'OF DVD PRCYIDED TO 7.00 FOR ME THE CTY rOR REVIEW ANp APPROVAL PR OR TO AGCEPiaNCE. ns x .A : M .v x, RR TEC ,NO wN ;5 MNIMUM-NZONTAL 5EP ATION TEOUIREMENTS O,k� FOR PDTANLE RECLAIMED AND'S-ER INES . e POTABLE WATERSERKCE SINGLE �,� U E �R n. r = - r rrM ox.Rr Dvras yl�+�.,�j� THE CITY OF WINTER SPRINGS REQUIRES GRIP RING JOINT F' �D 2 Po ITE 3 DE o me:N RESTRAINTS(NO FAEGALUG)ON PVC PIPE. w Z' RE.LAIMED WATER SERVICE b.VJ_CTION Q a - iRP_RE WRC CONNCCTMH re rroxffiy i:m: vquRa Alai-, � 4.Hz _ dww ENaTxan mmc� w��>. z PE C.) SRf — ITT a �F,FERa 'I •-�'" r..x .exx.�.�x: •'•• iRmrvRO.q xmsnRE USeo,r.,E ExT t¢eEU SrwusR B TODD HUDSON,P.E. •x•.. —�`r` NO.134033 ••..• ,. nuv r G �E�i rySit,G mEnSsunvrKm55narvx eELOm ws.m xz amp 12—Q11�� BTH sEWii:.,ERAS��A�L caN�RS�ACro wR�.x e �-fr2-2013 WKW ws oPV,cnsEn NrroL+gmR+e.ixcREase.ne�rve«uuue a+.rncrOxoF SEE SCALE BTH 7.10 NORTH II .. �. SCALE a �� Enye POND 7 POND 1 `r.Il s -R N DRY-RETENTION ^ 21.5 DRY EiE 11ON /t.� r— 2p.s T I D Tae=25.25 C�I rob-25.25 Pe 22.5 P8 =225 ll o 1\ � 2.5� �. 22.5 s P 24 III III 25 25 25.25 r____ ______ _ --------., r -__ _ -- - r r____ OT 16 ( � LOT 2 OT 3 SOT 4 — _OT 5 LOT 6 zN 34196 GSr(o0+� 9'tt"J 34%GSF(50 v 89'11") 1T50 CSf 50 x35`J ?496 OSE{50 x 69'11" JfH6 0.SF(60'x 89`11') Y { ) 5496-26 FFE 26.05 � FFE=26.10 I F_=26.20 i FFE=26 1 S I FFE-26.70 FFE=26 0 C� N LIGMPOLE 70LE7�\ uGM�tE i LIGMPOLE LIGMPOLE LL t i I --- -- p1A_ -I' - � Qd�g - - — ' saq ,. g$� L , E - , �T FL H P R R E.SH R ti W<Ol T >I J6 ' a f UZ If 0 E`) �0 [n W g = uGMPOLE UGMPOLE .- D �7 h h Sl UGHTPOLE I iL i �- i.. �s r}l HA 0 � g - a a R R R R _ xSi — C7WDO m V�INDIDO HOLLOW BOULEVARD n a�i a ------- ————— -- — — ————————— ————— ——— ————— — ————— ——————— — z E- t W W 3 D1A � m SEE PITURE DETAIL z o 3 -.ENON CASs AT ALLOV HALLpSi zDIRcCi EMHEHED N TOP Ai re EAD REwU _ W C° LAN x a T H (SC 9S P E'1 5'O O.DR CAST AL,TOP REELETUR r U IR 9c.e 9GV ac k E Nour+nNC ze OURR nPPaoveo BY PEDESinI 9xtA FNChOR BOLT ITIIII..sLas FLUSH NOUN, TOP MDUNT DEIAIL �. FIXTURE DETAIL B,TODD:UD3S.N'P coNNECIOes MFT4CMW W ET COOPER'MET LANDAU'ELATGLASS -- 320W METAL HALIDE 1 -011«wr 7TH LIGHTING IS PROVIDED `UZ-zols WK'N STATIC CAST TENON TOP CONCRETE POLE BY PROGRESS ENERGY SE & E SCALc BTH �4GNt�txT 2"I FLORIDA LANDAU FLAT GLASS LIGHT IXTURF FLdRIDA, INC 7.20 1 2 25 1 Nofirff 25 ------—-- —------YA----ELM----21-------- ------- U-13----Erfl-- -—------ -------- Sip BI�Nk MWOM. O'Ow B.1.RM aluminum 1 h,'Dr, ART"." SCALL FIRM Background CAI.,-RINI A CEII,,-Whit, F—Style-Clear Type Ltt,,i,g ARIght Mi,i,,,,-3" yy NO PARKING ----------- t ------------11------ ----------- --------- ------I -----------I 1�1� hea 71- FIRE R Fu).. R F DEPARTMENT EMERGENCY ■ ACCESS ■ R7--■ 7---MOD Y Q) Q N -RxI8- 4 — 4 NO PARKING ■ BEYOND R ————————————— -------------- THIS I () ()60 POINT 6) 6 LA I R7-1A MOD 2 II 24"x18°-------------------- -------------- - Z --- ---------------- aQ 2' BEAR OF HYDRANT 90* w la TURN MOCK RN AROUND II PAYED 9U L::) BER�IWE A,*-, 4' PA,�SREEF z Z 0 M7.5 %oo.D LI Li u lill R FRONT OF HYDRANT 4 FIRE HYDRANT SIGN PARXIM CLEARANCE DETAIL ;T; z —R. MOR., TRUCK DIAGRAM F, y' L) 4 3-0 WWII 0 PROAX(D 24518' ■ # I SIGN NO P�w ■ 1120 2-D APPROPPED BY OR n�D�w ■ WINTER SPRINGS IRE L-'U Time -------------------------— —————————————— —Steering angle :3J.50 4.OD 20.00 B,TODD HUDSON, E. THE WHEELBASE AND THE GARBAGE NO_MN AVAI-ABLE STEFRING ANGLE REDUCED TO RESTRICT THE VEHICLE IRKING MNU, 800 ()IN H01 11 F VAHI) MOVEMENT TO THE MINIMUM—0AAALU — — — — — — TURNING RADIUS AN NOTED IN THE T—I, 8,00 Nx,.R,PERFORMANCE ANAYSS' E DO 12-011 BTN TRUERE DEF.,�PIERCE A,,IR 40,00 K TURN TEMPLATE TRUCK TURN TEMPLATE c� Wf Ewseychik&Rice TREE MITIGATION LANDSCAPE 62owoodoa32750 7 7 Longwood,FL 32750 Tel a07 830-8922 AND IRRIGATION PLANS F2X407830-7559 Lcz zssooatn maoaer I.... 00 FOR w p U LL LL WINDING HOLLOW Q PROFESSIONAL OFFICES ° R CITY OF WINTER SPRINGS, FLORIDA U. 2 a 0 J Z Sheet List Table z Sheet Number Sheet Title REVISIONS No.Date Item 01 COVER SHEET A.U3 aTV COMMENTS 02 EXISTING 7HEE REMOVALIPROTECUON PLAN 2&MO4113 REV EDLG3 A- 03 TREE MITIGATION CHARTS/CALCULATIONS 0 04 LANDSCAPEL PLAN 0 05 LANDSCAPE DETAILS PLANT LIST saal: 06 /RRIGAT/ON PLAN 07 IRRIGATION DETAILS/EQUIP. LIST DAZE 01125/13 ORAMN BI! CR CHECKED BY.' JE SCAGE NO SCALE SWEET L-1 1 7 IJ01_D)-CM.Exg ' EV I-W EL�15 15.05.85 W.!NV.EL. I POINT OF BEGINNING(SOUTHWEST PARCEL) CORNER,LOT 25.BLOCK IL C R MITCHELL'S SURVEY OF THE LEVY GRANT PEAT BOOK 1,GAGE 5 _ \ LBC6796 IR w W Now Ewseychik&Rice 4.endsceRS Arrn'redeIG G ArJ1— 620 Crown Oak Gentle Dr. Ar' a - .,< �� s Tel Rga d,FIL 32750 PHASE-1 PHASE-2 ax 01 33D-768D F 50T 10].01' }p' LCV Zf3(YJC31G a, sq � 99.00' f04.gi' mail�wla.wm v �v-u_ '� x • • .�» � • S �.� Ik$Rice 29if a ®Ewsapch des L i _. � — G °Iv yv g —i — � - X535 - �-�`a � �•�t�'� x Co 1 24 _ i .40 A i .t - � g ` O 6 " POND 1 2�3 may, PO D i I 21 S DRY-RETE I !.`Sit j 21. D NTION V' �y 2i rc TOP®2525 'lY & (9g1 • ' w PB 22.5 II I 24 � e 3 MR II s ______ ---------_ _ --_-_______ ___ __ _____ _ _&5— — _ • II I I LOT 2 L0 13 (� �O 69'11'7 3496—(50 09'11°) G9F(50'x35') R 69 LOT 5 , ! # y <eOT.6 9t 69'11" 6 GSF(50'x 69'11") { ) HWE 8 I vfo 9q I " ,fl S3' 8 N e o e R FL R o a F o ® o e R o e o I I -m-c � r .%C a].5D' � 6x50• _ As' _ 1 �aeaG'E _ �y Z REVISIONS: ----« _ NOTOi'301Qt « .+ -.-w —. _ OB'— G o 100.]8• No.3 a 1 lie +kE,a 84.08 _' 10` ///�//���1��03r0..113 CITY COMA9ENTS G WALK R L—: B' C.WALK R ZLID N13 REV.BLDG9 __ _____ _____ _____ _°__- -___ - PHASE-1 PHASE-2 D1 L- - ANN GUTTER ND /BINDING HOLLOW BOULEVARD ------ - --- I I --- L— "M (/tEXXII,TSS)TING TREE LEGEND -TRee TOa eExrovFO t1A 01125/13 DRAXN BY. CR pifYWN B» 3E AS SHOWN tl d%7 4) G I&4.304 N, L-2 c 7 /SW-w^-tsp-does-rerSdwq Ewseychik&Rice 620 Crown Oak Centre Dr. Longwood,FL 32750 Tel 407 —2 FaX 407 83D-7689 25—D E—,hlk& 2111 HE 7-- — TOT AL INCHES ON SITE 4,252" VJ TOT AL INCHES TO BE REMOVED TOTAL INCHES TO REMAIN 598- TOT AL INCHES TO MITIGATE 2,856" TOTAL CREDITS TO MITIGATE 661 - RED MAPLE-BAT fiS GAL 32 DAHCONHOTTY 30AT4.. YALPON HOLLY-5 AT 65 GAL RED CEDAR-13 AT 45 GAL. 39.0 CRAPEMYRTLE- AT313GAL. LIGUSTRUM SAT xa. SWEET GUM 23 AT 30 GAL. 58.0 MAGNOLIA-V AT 31 GAL. 24.0 77— CHICKASAW PLUM 1BAT30GAL. — LIVE OAK-21 AT 65 GAL o SABA PALM-37ATVARIES 740 SN-D CYPRESS-35 AT 45 GAL. 10E.0 FLORI CA ELM-12 AT 30 GAL. 36.0 WALTER'S VIBURNUM-15AT 15 GAL. TOTAL CREDITS PROPOSED TOTALCREDITS REMAINING 1.0 REVISIONS No.Date Item LOTW13 CITY COMMENTS 2 D41MI13 REVBLDG3 s..I RE D— 01/25113 ORANN BI! c CHECKED BY.' 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R716iI1i11RilU■P>�"kl.It.n:rltliV���i�c ,�� W • EWE a PAVEMENT at CURB PR6aIDE wW—(.--1 G I — As GALL 2 TABLET& GKJ {SINDEe,eta BPI EIXtj AND SYMBOL MT BoTANIGL NAnE WFKN NPLANT SCF'IE:� g1 RIPTION REMARKS NATIVE �� 24° TREES W� MIN. ur FL.wis IN A TN ANGUU,R FA'TTFRN B'rvteN n eBram-w NOT Cm°ER MuN sign a r y r(A Ao EdM M EiIN Euu AN ACER RUBRUM RED MnPLE MIN {'NT x 6'-T SPFE.J 4'GL.1 SPACE AS SHOWN W (AT 9PAC IN 9PEC FlED W THE IN GAL. gUY —1 41sT)RID IN sTR4GNT RalS. s€t T.P OF RWiHS,I'ABI FINIEH IC 3° ILIX CASSINE DAHOON HOLLY 4'HT,6'SPR.,3'GL,STANDARD PACE AS SHOWN Y MAY B P IGNT Y iD GAL G^ Ewseychik&Rice TURF NtE¢'mM LNG RV.-ES As NIMLYI DEPtiI a PUNTIIiG SqL nix IN SH.NB+GRdMroCDVER PLNfiRG BED-=. IV 5 ILIX VOMITCARIA YAUPIXI H0.LY IG'HT,5'SM.,3'�H.,STANDARD FPM SPACE AS SHOWN Y DE Y�12'LvlIFGPJ'f CLEARANCE b5 GAL. GUI' I� r Caee Nmtas 'ects GO' (MULGI STRIP)E£ AS PLANT FttVGE LS 13 JUNIPERUS OILICICOLA Sal a-RED CEDAR T-M HT,5'SPR,3'�I.,SPEGMEN FORM OPAL£AS SHOWN Y ARID EWE of BEm.IxE(tYF). ,°GAL, GuY 620 Crown Oak Centre Dr. Lon ood,FL 32750 DEFERENT PIANT'lYPES A U c LAGER3TROEMIA INDICA CRAPE MYRTLE Itl NT,V OPR.,2-IR'GL,MULTI-TRRK SPADE AB SHOWN OED MS N MUo BETWEEN FlRST ¢AN SDIL n x 3 PEAT, TUECARORA' GUY Tel/,0]&30-O22 EiX£6 sTRICI'uRE &MEFIANi MATERUL AND PNY C°NIRKTCR 6�Et9T B �TPRGPC®SU85T(ME FDR pPPRWM. 4JT LIGUSTRUM JAPaNICUn LIGUSTRUn TRE€ 8'Hi,9'SPR.,2-Il1'CAL.,nULTI-TRlAJK SPACE A5 SHOWN F3X 40%830-l6BJ GUY LS 23 L.UUIDAM04R STYRACIFLUA SWEET GUM 10'-12'HT x 5'-6'SPR,13°CAL.I SPACE AS SHOWN Y LCH 28 NOW SO GAL GUY MG 6 MAGNGUA—.F—F— SgJTHERN MAGNOLIA MIN.14—V-6'V-6'SFR/e GL./ SPACE AS SHOWN Y rlailaRel'-la.wm NDT Yo SCALE NOT tD STALE 'D.D.HLANCHARD' 65 GAL CLNT. GUY ®EwseyGNE&Rim 1Ut1 PA 10 PRUNUS ANGUSTIFOLIA CHICKASAW RUM MIN.T NT,V SPIN,3'GL, SPACE AO SHOWN Y GNY ?°GAS. GUY OV 21 CVERCUO VIRGINIANA LIVE OAK PK 4 Nix 5'-6'BPR 14"CAL I SPACE AO SHOWN M TABLETS AGATRTIE FGI 1.RATES 65 GAL.CIXJT. GUY Y WW I?p• 120' 120' �o q P G�Le30T 5 5p 31 SABAL PALt'IETTO CAEHAGE PALM FULL 16pI2',MW'-5 EN TRUNKS SPACE AS SHIXVN Y o 1_/SS/ g d 0 5 n�0LE ,-DERTRBLET FULLY OLLa"fED;S-5 FRIXYDS HINIMUn. GUT `) ETER. TD 35 Tm-.uM DIBTICHUM OALD CYPRESS MIN.14'ifT x B'SPR.!3°CAL.1 SPACE AS SHOWN Y y' 120' I?0' ®®®®q aq0�� 5¢ErnYELT PRUNE To nNNTAIN FGRn #GAL. GUY g°U N $ UA 12 FLMMUU ATIMP:NA FLINtIDA ELn V-1121 ITT x V SFR,/V CAL./ SpACE AS SHOWN Y �d ® REINftaGED RUBBER NOSE YCW 15 Y10URNUn CHOVATUM WALTER'S VIBURNUM MIN,5'HT,-0'SPR.,2.5'CAL., SPACE AS SHOWN Y >� "a w�IRE�Fwxl��tRAL IS GAL. GUY SET PALM TREE PLUMB IN iNREE 1 x]'x B'P.T.P,STAKES R� ...Jfff g P4ANTING PIT. AF 94 AZALEA SDP. FORMOSA AZALEA Rw ITT.z 24'SPRD.{FULL I SG As SHOWN °i sELECTrv¢Y FRUIE To DAL—Fast FORMOSA nMIMIRi 3'n� GA 6 CRINUM ANATICUM CRINUM LILY 4d'ML.-0O'SPRD.I FULL I IOC AE SHOWN Y u ERTIL"'R N�®i RB IU F ONE TH RD IF ISA E bT 1NE FgldxltY'RF'TE"" ICB i6U ILIX ClA2 A OURFORD H LY 3W—x 24'SPRO.I FULL TO GR .1 312 30'OC pAMETER.iABLER, SYNTHETL EUP.LM OXIPLET¢Y OURFCRWI' .. M GAL/BrTABLETS,OR ONE L+tIT NG SOIL n% IF 333 ILULIUM FLGRIDANUII FLORIDA ANISE 24"-W FIT.x IV SPRD,I FULL 1312 30°O.C. Y zv.GS�II E+.CH IY1'OF TRUNK US 1 L. CQtIRKT TO,YJBtilt U TABLET P I— 33b 14IX YOMITORIA DWARF—1-1-INGS HOLLY IS'NT.x IV SPRp./FULL 1 312 AS SAUMW REINFgicFD HOSE APP A S AR'TNP FOJT BNL '-1-LINGS' aEPJKE Wd.FUG ABDIE OF 12 c#I EDiTIXt. W ISa UGUSTRUM JAPaiICUM VARIEGATED LIGUSTRUM 24"M.x IV NI—/FULL/S i 30°O.C. Y MID-POIM JACK FROST' Nnpi RcwE AT T&P.E t1XATKN9 NWILTFTFRJNC TF££PM1ANTiNO OCTAL ND 5b NANDINA DOMESTIGA DWARF NANDINA 15"HT.s IB'SPRD,I FULL/3 G 30'O.C. Y (GV APART) NOT TO SCALE '.ABHOR DWARF' nlNEtn 3'ntacN PA. 122 PWI'iEW..O AURICAlLATA LEADhIORT 24'HIGH%N.SPRD.I FULL I'.,6 30'O.G. IMPERIAL BWE' I.9pL RANSA LANDSCAPE CONTRACTOR NOTES: Ps 2'l PIAILODENORCN SELtOAM SPLIT-LEAF PHILODENDRON 36 .r.x%'9PRD.I FJLL I T G AV OO ° EO ' THE LANDSCAPE CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING, IN FULL,ALL TDF a4 TRIPS CUn DACirLOID€s FAKAUnTCNE€GRASS 3r,°SA,!FULL/312 4a°o.c. Y - 2NN w;u c PR u10 5TH LANDSCAPE PLANTING AREAS, UNTIL THE JOB 15 ACCEPTED IN FULL BY THE vA 52 VIBDRNUM SDDRAn£aMUM MIRROR-LEAF VIBURNUM 3M 3s°uT x 24°sPRD.I FUH-I sG AV o,c, OWNER."IN FULL"MEANS WATERING,PEST CONTROL,MULCHING, MOWING, AWABVKI' PEAT TCP.OL IfMTRACBbND Vtl 109 VIBURNUM OGaRATIS5IMUM SWEET VIHURN. 1W'-III 1.x 19'EPRD./FULL I. 30'O.C. Y \ r FERTILIZING AND RESETTING TREES THAT ARE OUT OF PLUMB. V _Y 3. THE LANDSCAPE CONTRACTOR TOR SHALL ONE COMPLETELY GUARANTEE ALL INSTALLED FOR AFFROJAL VIBURNUM GBOVATUM DWARF WALTER'S YIBURN 24'Nt,x IB OFRD.I FULL 1312 24'O.G. Y 3�d�L = "- kti Ey4ti PLANT MATERIAL FOR A PERIOD OF ONE CALENDAR YEAR BEGINNING ON THE TARS,sHILLER-G DELIGHT' p�✓Ice ttFARaNCe ARaxD DATE OF 100%COMPLETION.ANY AND ALL REQUIRED PLANT REPLACEMENTS 0,M OR ALL 9IDE4 ZF 4 ZAt'NA FURFURACE4 CARDBOARD PALM -0d'NT.x b'SPRO.1—I KG A9 3LbWN Y pnDC MR AR SHALL BE MADE PROMPTLY AND AT NO ADDITIONAL C05T TO THE OWNER. 3. THE LANDSCAPE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PLANT RNTTSSGALS MATERIAL AND PLANTING BED LINES FOR REVIEW BY THE LANDSCAPE GR7uN�w ARCHITECT AND OWNER. AN s4O ANNUALS —S—L FLOWERS 4"PUT oc. 4. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL WRITTEN PLANT QUANTITIES PRIOR TO INITIATION OF THE WORK.IN THE EVENT BF 2W---BU- 80 6ULBINE FRUTESCOds TANGERINE HULBINE 15"G.A.,I FULL I IG IB°O.C. Z THAT THE PLANS CONTRADICT THE PLANT LIST,THE PLANS SHALL RULE. HA—ARK' E. 5. THE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH AND ACCEPT THE DB 6b DIETES BICa.a2 YELLOW AFRICAN IRIS 14"O.A..I FULL I IG 24'O,C. EXISTING SITE CONDITIONS PRIOR TO INITIATION OF THE WORK.ANY VARIATION Ids`EE FLANS AND BPECS Fax PnynO FROM THE SPECIFIED WORK SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE 22o DIAN—TASMANICA BLUEBERRY FLAx u—, IB"O.A..I FULL/iG 24'o,c. Y REVISIONS: RAGE G. PIIULTREES STAKMG DEYAILB ANP CONTRACTOR JG 60 JUNIPERUS CplFERTA DWARF SHORE.P MMEN V HT x IV—1 I FULL 1 GAL IIV Q.C. ND.DBie Item P1.rFnetRS TO eE AFPRGVEP Br 6. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL aLUE PACIFIC' 4ANDSCAP RCUIT£cr. UNDERGROUND UTILITIES,DRAINAGE STRUCTURES,CURBS,SIDEWALKS,AND ANY LEG sal -R-> MuscAw —D€R GRASS MIN.s BBS/FuLL I I GAL. an°o.c. Llo3GE13 CITY COMMENTS A wTRncrax—ASSURE OTHER OBJECTS WHICH MIGHT BE DAMAGED DURING THE WORK. 'EVERGREEN GIANT' T.Of ALL PG 1.PITS z2 04i0dM3 REV BLDG3 PRIG of INSTAUAn— 7. THE 55ART LANDSCAPE REP IRS CONTRACTOR SHALL SE BY 1415 WO TO MAKE ANY AND ALL G, — wuKVaxc�.wea+Klm N-Q0 GRASS 4 o.A.I FULL/4°Par. i2°o.e. NECESSARY REPAIRS TO DAMAGE CAUSED B7 HIS WORK AT NO ADDITIONAL IN PLANTING COST TO THE OWNER OR LANDSCAPE ARCHITECT. 2 TA 140 TRCNELOPSPEFMUM ASWTILUM ASIAN.IASMINE MIN.9 RUFBJERSI FULL I GAL. IB'O.C. I� PIT Fa' e. THE LANDSCAPE CONTRACTOR SHALL BE RESFGN515LE FOR OBTAINING ALL �— REMO AND TS 1 N S W-®P I ES. NFCE55ART PERMITS,AND FOLLOWING ALL APPLICABLE LOCAL COPES ZP 155 lAM1A PImILU eoaurlE Is°DA.I FULL/3 GAL 24'O.G. Y PERTAINING TO THE PROJECT DURING THE COUR5E OF H15 WORK. �- TWO LAYERS OF BURIAP TO PROTH.-f TRUNK. SOD �_ TWO...STEEL BANDS TO sEGLRE BATTENS. LANDSCAPE PLANTING NOTES ''.. SOD SEE PASPALUH NOFATUn —IA GRASS SPUD,FREE DF PESTS AND DISEASES FIELD VERIFY QTY. Y FLANS ARGENTINE' Seal: FIVE r x s°x B'P.T.IUCOD BATTENS. I. ALL PLANTS MUST BE HEALTHY,VIGOROUS MATERIAL FREE OF PESTS AND 5°D PLANS fL ranaun sECUNDar rsr.AuGUSnNE GRASS Sam,FREE a PESrs AND DISEASES FIELD vEwFr cnv. 2'x N,APT.wP2o DI5EA5E5, NAl E srAQ� ADD n D�oDRILL eORR 2. ALL PLANTS SHALL MEET OR EXCEED THE REQUIREMENTS FOR FLORIDA NO.i Tr Ns ro TRUNK. QUALITY,AS GRADED IN THE M05T CURRENT EDITION OF FLORIDA GRADES AND Do— P FRm UPPER Irj aF STANDARDS FOR NURSERY PLANTS,PUBLISHED BY THE STATE OF FLORIDA, SEE Mlwl PIN£BARK NUGGETS MINI PIN£BARK NUGGETS FREE DIRT ANp�,els FIELD vERIFr arr. L%— DEPARTMENT OF AGRICULTURE. 6'TEhWORARY 5124 BER++ro uan HATER. 3. ALL PLANTS ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND . .T IaYER As sPECI T. OWNER BEFORE, DURING,AND AFTER INSTALLATION. 4. ALL SINGLE-TRUNKED TREES SHALL BE STRAIGHT TRUNKED WITH ONE CENTRAL W-1 LONG ITT A— LEADER AND HAVE A FULL, DENSE CROWN. On IE` J1t25113 S sTAKEB.DRIVE INTO uirolsTURBED saL. 5. ALL TREES SHALL BE STAKED AND GUYED AS SHOWN IN PLANTING DETAILS. nN.e» OR IINNR GRADE, 6. ALL PLANTING AREAS SHALL HAVE MULCH A MINIMUM OF 3°IN DEPTH OF MINI-PINE BARK MULCH.CYPRE55 MULCH SHALL NOT BE USED. p Sr.71$K' /A CLEAN Coa.RBE SAND BAC RU As 7. ALL PLANTING AREAS SHALL HAVE A MINIMUM OF 3"TOPSOIL, SGetE. N/A sPECIFIEO. 8. ALL TREES SHALL BE FREE OF OPEN WOUNDS AND WOUND SCARS IN THE CLEAR uRem°U�RApe TRUNK AREA. 12'MIN.... siT'armRnoE LL ON UNDISTURBED 9. ANY SYNTHETIC BURLAP AND/OR WIRE BASKETS MUST BE TOTALLY REMOVED PRIOR TO INSTALLATION OF PLANT MATERIAL.IF NATURAL BURLAP 15 USED, IT To scrN.E MAY BE TURNED DOWN 1/3 OF THE ROOTBALL. Far .S 1 L-5 Gr 7 130?-MIST t1ETAl[5-FEY.dwg j DRAINAGE MANHOLE n TOP EL L 5(N RIM) E.INV.EL.115-89 W.INV.EL. 5.85 I w� POINT OE BEGINNING(SOUTHWEST PARCEL) SW CORNER.LOT 25.BLOCK D D R MRCHELLS SURVEY OF THE LEW GRANT PLAT BDOK 1,PAGE 5 REG 5/8'IR Ewsseychik&Rice I B 8796 �Da °,. a 620 Grown Oak Centre Dr. II ' Longwood.FF 32750 TOI4,&-6 22 Faz 4al asaaaas PHASE-1 PHASE-2 ,D �{� ■ T, g W eon z G-„a. rev IOa 26' ®F Y 9&Rlce ZOtf � _,a ✓ + � � Ir 4 � IT'.T ��� .:4 q ,--.'��Y�� ,`_ G'i: 4. o ) - II a o 2 5 1 f POND 1 �v n.. qr. 4i D DRY-RETENTION II POND oe=z5.z , DRV RETENTi. P P ? sf s _ , � �' — � _ _,L ! -- "`•°� ( r All LOT 1 �r ° LOT 2 a LOT 3 �1 LOT 4 LOT 5 LOT 6 O a 349.GSr(5N,z 8411) 3496 GSF(59'x 6811`) e 1780 GSF(RO'—')a 3496 OSK(gp'z 69'11`) 3346 GSF(50'x 89'1)') s s 3498 GSF(50'x ,rz II 3 ,A R z a` e lio 0 0el6i 7 1 W. sa �845 .. s�_.LJ—L -—-—- - -- --�-- 1--- —fi T rT 2 sersesGly ■ ! t C f ! 9Z50 _, I 523. 5070 3 ■ +�, 5, i � a REVISIONS 0 6,Ofi Vt ! N. D.. Item a -w- •, R e a _ "' , a 1 n u a a -- e< c.z-* �� Q04109113 REV 8LDG3 e s sl , a e 6 x e e -Sty e ' w Yry P „ o�4. 1 @'BI WALK A R PHASE- PHASE-2 ND cu ER Vfi DING— BOULEVARD n� u u R47£. 04101113 4K &n CR piFCHEO 8Y,' JE SCUE.' ASSHOWN a%:7 4) ecu.■r-m-v rnam .4#ET L-6 Cx" 7 11Q�er-/RP-base-rc✓3.6xy IRRIGATION DETAILS TRENCHING DETAIL IRRIGATION NOTES m HATE � ATE CAVED WIRE .. RFRDP CONNECTORS(2) _ I)REFER TO NNE LANDSCAPE PLANS WHEN TRENCH G TO AVO D TREES AND BE—L as 6RPDE j COM1CRETE / I 2)ALL nA NL PIP P P G SHALL BE ED TO TO NI­11­DEPTH DEPTH OF B OF „1 V TKa 2 �� / LATERAL P P NG SHALL BE BURIED TO A MINIMUM DEPTH OF i1 COYER W REMOTE CONTROL VALVE 2A" / S)ALL Fv'�P UP wroRS ANO SPRAY HEADS SHALL BE NSTALLED Us G AN e P V.C. `INTERIOR 24° '/ ° FLEx PIPE CgBNECTIXI DO NOT USE FUNNY PPE EXiER n004-G'-(BLF�PREP. 4 w1aE /� EwSeyChik&Rise _MINIMUM CLEARANCE SCHEIA1LFXi NITN FILTER �// S.ELVE 4)AA—ALL NOZZLES TO REDUCE WAVER WASTE ON HARD BURFACES AND BIILOIG Lana3�Re Am ecU'..,yttc:wrsaxonM-la u FOR CL4R GPENIEC EENTRT('FS') LATERAL qA .+ .. 4" f.�one. FINISH GRADE 2H V / 5)THROTTLE ALL VALVES ON SHRUB LINES AS REWIRED TO PREVENT FOGGING. 620 C—n Oak CDDtre Dr. 140D0.C-%Kp-M wIRE B• ____ 4^ PIPE S 4• Longwood,FL 32756 STANDARD VALVE BOX q. SLEEVE f. 6}ALL RISERS SHALL BE PuNTBD BLACK. Tel bOJ 830-&922 o J' CGNTRIX.WIRE IN ELECTRILAi. -! MAINLNE 4" 4° T)-1 LTRA-VI0.ET GH PROTr EG®D P V C SCLA�IL"PAStYxLE MiD SELURED WITH F,ION S30-7GV) - KR ITT.L GES TYPE DOE ED T.O.E.NIPPLE MAM1E tAT6ULt S&X41E pE�tX4E 8EE4NIi 6)ALL CONTROL WIRE SPLICES SHALL BE MADE IN VALVE INS EE USING SNAP-TITE LCk2EG(HOID VY POWER SUPPLY CONDUIT MAIN LINE PIPE It ATTICS CONNECTORS AND SEALANT. J A'NE'W CONTROUER I.BEDDING SHALL BE PLACID AND LEVELED PROW TO INSTALLATION OF BURY ITEM, 9)THE CONTRA-CTOR SHALL PREPARE AN AS-BNLT—1.ON A REPRODUCIBLE PAPER mailt9e:-lacom MNECT PER L(XAL CODE BRICK SUNS(4) 2,BAC WU SHALL BE PLACED IN MAXIMUM 6•LIFE. (SEPIA OR MYLAR)SHOWING ALL INSTALLED REEMATON, A MYLAR ON SEPIA OF THE N E-1yO &Rica 2411 ME�3Jb^MMNS WASHED GRAVEL B 5 LEEVE BLEEVIESE TO BE WIRE EIMRE AR°ATEL L 54EEVE 2 X PIA,CF PIPE(MIN 2°).IX4E PIPE PER THE DARAWPiNG SHALL MCA EA ALL MAINLINE AND VAVVEA ST FLOWING FEXACTFEE. AND SOLVENT WELDED. EASUREMENTE FROM HARD SURFACES. GLACE CdtlRq.WM15 UNDER MAIN 4.uL PIPE TE BE INSTALLED PER nANUPAC MIMU1 sPEGIFICArICNS wITH PIPE II OF TPE FACING 111 UP FOR INSPECTION PURPOSES.PROVIDE A MINIMINt OF 1•CLEARANCE TO SIDE OF TRENCH VALVES,GATE VALVES AND WICK CWPLERB SHAt.I BE INSTALLED IN VALVE U c A I-CORE WALL MOUNT CONTROLLER 8 ICY-151 OR 201 GLOBE VALVE TA A v�WIRING sTALLE D) 5. G SHALL BE IN DIN ACCpxDANCE WiTU LOCAL CODE REWIREnENTS. 6.TAPE AND BUNDLE IRRIGATION CGNTR0.WIRES EVERY 10',PROVIDE LO.YE ARE LOOP AT ALL II)ANY PIPING SHOWN OUTS @E THE PROPERTY LINE OR RUNNING OUTSIDE A LANDBCAPE CHANGES OF DIRECTION OVER EO'. AREA 15 SLKWN THERE FOR CLARITY ONLY, ALL LINES SHALL BE INSTALLED ON THE -- ----- 7.ALL RF'tOTE C( 1 VALVE WIRING NOT INSTALLED WITH MAINLINE PIPE SHALL BE PROPERTY AND INSIDE THE LANDSCAPE AREAS. Z as sYxvcTUU PAINT ALL RISERS'BLACK' INSTALLED IN A MINIMUN 2•SCHEDULE M GREY ELECFRICAL CCNDUIY Oft AS APPROVED. 12)ALL RISERS SHP.LL BE INSTALLED 12"FROMi ANY WALL NJD A MINIMUM ON 36"FROM B.`__POTABLE"WARNING TAPE TO BE INSTALLED ON ALL PRESSURIZED MAINLINES 12•ABOVE ANY SIDEWA PATIO OR ROAD. HE%PE. 9.INSTALL ONE ADDITIONAL SLEEVE 5¢ED TO MATCH THE LARGEST REWIRED SLEEVE wITH IS)THE EXACT HEIGHT OF ANY i2"--UP GRI THAT IS HE YON IN A BHRUB BED SHALL BE � �f _ ENDS TAPED FON: A 1I USE. DETERHINID BY THE LANDSCAPE ARCHITECT IN THE FIELD. s Ruxs i SLEEVES TO ETO BE A nINInUM OF 12°PAST THAT SLES PLANTERS,CURES,SIOTES BY, Q P1'0NTY4 0 ETC.SLEEVES TO BE STAGGEREOIOFF'SET SO THAT SLEEVE USE IS NOi'OBStRUCTED BY 14)tHL L�YRACTOR MALL IXERGSE CARE EO AS NOT TO DAMAGE ANY TE LSD * OCHER PIPEE COHTRAGTAG SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS '$ N.WHERE PRESSURE SUPPLY PIPING 15 INSTALLED WITHOUT CONYR0.WIRING,A 14 GA,YRACKIG AND COST OF ANY DAMAGE CAUSED BT H15 wORK u WIRE SHALL BE INSTALLED. 15)ALL_SHALL BE GUARANTEED FOR CNE YEAR FRCP THE DATE Of FINAL _ 'H rc ru ACCEPTANCE AGAINST ALL OEPECTS IN EQCIPME AND YORKMANSHIP. SPRAY NOZZLE CHART 6) ONtIA A TO USE MIN.E 12 GAUGE WIRE FOR ALL COMMON WIRES AND 14 GAGE I�FOR AM CONTF3lLiRES.CONTRACTOR ALSO TO PROVIDE 3 SPARE CIXlTR01. Puv�u m mRftT tu. .w Tee w eu 17)UGENLEETE THRUST EUUG S ARE TO BE—BED AT ALL MAINLINE PIRECTON SYM NOZZLE NOZZLE PATTERN GPM cuANGES. 1PAtt ei A MAROON OO°ADJUSTIM—ARG .15 19)ALL IRRIGAYIOIN SHOWN ON PLANS IS--AT AND COBS NOT REFLECT ALL wx uTBU.P% B MAROON 1B'P ADJUSTABLE ARC 37 FITTINGS AND APPURTENANCES WNIC SHALL BE INCLUDED TO PROVIDE A FULLY FU A NO IRRIGATION STSTEn CAPABLE OF PROVIDING 1.PERCENT COVERAGE NI sum. u'rmu Ewe 15140. G LT.BLUE 215'ADJUST_%E ARC AS NT OVERLAP. M a O BLUE 270°ADJUSTABLE ARC .5T E LT .""R° EOUIPMENT LIST C SHRUB RISER DETAIL D HEAD DETAIL F BK ao AalusrABLEnRG 4; Q ZP.. N CLACK DJUSTABLEARD SyrypAyj DESCR EUAATITY 'redlus REEN 4` B ADJUSTABLEARD 6 10' DJU GREEN Z ASTABLEARP tio O 6'­UP SPRAY-HUNTER INDtIBYRiEB nPR4P W/MPIOW NOZZEtS 140 J RED 360`ARC 12°POP-UP SPRAY-HUNTER INDUSTRIES nPR40 FJI GSFELE NS QPON SURE ER GORE K RLLE b°AADJUBTA&E ARC UE O�.NIPPLE MEGR. l BONE Z80' DJUSTABLEAftC .62 O SPRAY ON RISER-HUNTER INDUSTRIES MST-00-CV-M%OUO Ig6 QFINISH GRADE 8 22'30'retlius M YELLOW V ADJUSTAELEARC ❑ HUNTER INEMETRIES RON I O GPM BUBBLERS 100 -0—b0 THREADED CIJUFLER ELBOW Z7m ADJUST_%FANG 279 O O OPAY —AM 84 HUNTER IGO IR SERFS ELECTRC VA E WR 9 �Lj PRO. SWING.bINT: p V AYLU-SEE PRESSURE REGULATIXL WINTER'PR(1-FlIX"N�INGi TURWUSE 45'105'ADJUSTABLE AflC .45 �FYBE-6A ELIDW5(2)PLSD 3 STRIPS& O VOPV 5x15 LEFT 3TRP 22 HUNTER-CONE 24 STATION CONTROLLER,ZOV0.T i ORNERS MARLIX STREEF ELBOW M) t S BHOWN 55 x3V S DE STRIP 4+ O 16ROJND WMN AN S'COPPER AM RODS QUTERAL TEE OR ELL PCNi4 t GPM FLOOD BUBBLER i W OY LATERAL%PE 5 BUBBLENS T AND E .—SIPTEPA SAPO'T�S NAMGN SEND I ©CHECK VALYE MC. Y SR-20 'W GPM FLOODOBtUBSLER `LJ SPRAYS REVISIONS: 6 7 X MSBFI E RADIUS SO -112'RE-USE IRRIGATION WATER METER TO FROJIDE 60 GPM I(BY OWNER) No,Date Item C H 2°GATE VALVE 1 &04MWI3 REVBLD03 WATERING SCHEDULE LATERAL LINE SIZE PER PLAN SEE PLAN a _ 2"MA."F G_—P V.G RUES PER PLAN SEE PLAN 1\ E PION BUBBLER O BUSPANO-SLH.40 P.V.G.MIN,DERTN OR 24" BEE PLAN MODEL ET SYSTEM SENSOR �— 4 (OPTIONAL ET WIND NOT !— EE BUEeLEx I Mn 755.40 cmY o4e' ��II,,yyy�.���� B SNRUOS 2 caM 02oso GPry fibs' Q SURAE E POST OR POLE B CRASS cPM °,t4zeo caw 4.a5° MOUNT.MIN ABOVE lE TURF, MIN ISO,AWAY FROM oor 2�DU %M OBass txR. ze.TZOFM ",7za.zo OPw o45' Seal: ET SYSTEM —SENSOR TO ET SYSTEM MODULE MODEL ET SYSTEM MODULE rIPIRNIMEEp) MOUNT LE55 THAN V AWAY ANEEIp) m FROM CONTROLLER 1 xvE M Cg1PATIBLE HUNTER z RUNT.MESSID APEMIAF ltt'TESTABUSMENTPERIODMoons1OU0 CONTROLLERS: SRC,PRO-C,I-CORE,All -- --- COMMUNCATICN WIRE OAED 0410111; FROM SENSOR TO MODULE CREW 8M OF POWER SOURCE CHECAED 91 JE 54ALf NO SCALE F HUNTER ET SYSTEM SWEET L-] S, T rwz-o2-ray.ewy Attachment B Cde i x THE OFFICES at WINDING HOLLOW 100 EXECUTIVE OFFICES TOM THUMB BUILDERS 400 101 SMITH LAW OFFICE G. T. MATHEWS, M.D. 401 240 WINDING HOLLOW REALTY X-Y ENGINEERING 504 201 AVAILABLE CARIBBEAN TRAVEL 501 300 DENT AUTO INSURANCE AAA PROPERTY MGMT. 600 i WINDING HOLLOW OFFICE PARK SCREEN WALL AT SOUTHERN PROPERTY LINE PARTIAL ELEVATION, VIEWED FROM SOUTH aA oo aA � O i O 0 O U i Ln O o p J o � J Q O = _ U z z Q LU z � Q Q = L w w o > > z z Ln L r-I r-I Q0 Q0 Q0 Ln Ln Ln lid 21C] U ♦--+ � 4--m oj o ° 4 'a -0 O�-4 � o -- N cd W w Q a 73 00 v y vUi fl C N cd th Z Z W c O M - V, p N vi A 1-1 �' �"r Fes. m f1. ¢' un ct vQ cC c7 cd r, N c�s $a.> U U '� � �, a � � oo p zoo' � q) o p o o ... 0 0 0 . . ° p ° Z o N a U V P. f4 PhiU > Ga = � UQ 1�d21C] aW x � off d � zz A x � 3 C.0a z U A o 3 wp ^O � a O y+ w Z `� C3 [* A o = 0 ;z A ,� ; ; W � � � fx � dwUAx- � W z a o LJ en F" c w x A •� a ° � � Z A � cQ � ~ � Q WQWWWw o A V1 E" � U CA A °z o W V � � z WUA AO p! 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