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HomeMy WebLinkAbout2010 04 28 Regular 600 Brighthouse Final Engineering/Site Plans PLANNING & ZONING BOARD AGENDA ITEM 600 Consent Information ' Public Hearing Regular X April 28, 2010 Special Meeting Mgr. /Dept. REQUEST: The Community Development Department requests that the Planning and Zoning Board consider Brighthouse's final engineering/site plan for modifications to the existing Brighthouse facility on South Moss Road. SYNOPSIS: The purpose of this agenda item is to consider Brighthouse's request for fmal engineering/site plan approval, to modify and improve its existing nonconforming facility at 197 South Moss Road. CONSIDERATIONS: APPLICABLE ZONING & FUTURE LAND USE DESIGNATION: Zoning: R - 3 Multiple Family Dwelling District Future Land Use Designation: High Density Residential APPLICABLE CODE: Chapter 6, ARTICLE VII. FENCES, WALLS, HEDGES Chapter 9, ARTICLE XI. NONCONFORMITIES Chapter 20, ZONING DISCUSSION: The approximate 10,000 square foot (0.23 acre) Brighthouse cable television, phone, and internet hub extension site is located on the east side of South Moss Road, across from its intersection with Alderwood Street North. The site was acquired and developed in 1973, with the existing buildings, fence, and 100 foot -tall tower constructed in or about 1995. The site was previously zoned C -2 General Commercial, but was rezoned to R -3 Multiple - Family Dwelling in 2001 (Ordinance No. 2001 -46, adopted September 10, 2001). Public and government services are a permitted use in the C -2 zoning district (Sec. 20 -252 (27) of the City Code), but are not listed as a permitted use or conditional use within the R -3 District — thus, the current use is legally nonconforming. April 28, 2010 Regular Item 600 Page 2 The site is now a nonconforming site, in terms of (at minimum) the use, the tower height, and building setbacks. The site and reasonable modifications were protected by way of the franchise agreements that Brighthouse entered into with the City. However, pursuant to a new Florida law enacted in 2007 subjecting cable franchises to state regulation, Brighthouse "opted out" of its franchise agreement with the City in exchange for a state- issued certificate of franchise authority. Thus, it lost the protection afforded by the franchise agreement. The applicant reports that the tower has not been in use for several years. To continue to provide existing service, serve additional customers, and provide enhanced features, Brighthouse proposes to remove the tower, an existing generator pad, the southem -most concrete block building, and an existing metal shed and to construct another 600 SF equipment building (immediately adjacent to the existing 600 SF equipment building that will remain) and a 700 SF 12 -foot high generator enclosure. Landscaping is proposed with the site plan. The proposal is to provide a more visually appealing site that will produce less generator noise. The operations at the site will remain largely un- manned (except during construction, routine maintenance and upgrades, and "trouble- shooting "). The existing building and proposed structures do not meet the 35 -foot rear yard R -3 building setback requirements. Until 2004 (Ordinance No. 2004 -28, adopted July 12, 2004), the C -2 zoning district (this site was previously within the C -2 district) did not have minimum building setbacks (as stated above, the site had previously been within the C -2 district). For security reasons, there is an 8 -foot tall chain link fence with barbed wire around the site (Sec. 6 -189 of the City Code allows the Building Official to permit barbed wire above six (6) feet for security fences; fences are typically limited to a height of four (4) feet in front of the front building line, which, in this situation, would compromise security and the public safety). Section 20 -417 (Ordinance No. 2000 -07, adopted May 8, 2000) requires a 6 foot tall masonry wall between commercial and residential uses. Site up- grades or renovations typically require bringing the site into compliance with as many current code requirements as is possible. Staff supports waiving this requirement, because we believe that the building enhancements and landscaping are a better alternative than blank walls for the neighborhood. The building setbacks, fence, and wall are to be addressed through the Special Permit, described below. Special Permit. Recognizing that it is in the best interest of the community that certain nonconforming uses or structures are allowed to continue, and in some instances, significantly upgraded, the City Commission adopted Section 9 -568 of the City Code (Ordinance No. 2003- 36) on October 13, 2003. Section 9 -568 provides a "mechanism" for non - conforming uses and/or structures to be continued when they are not detrimental to the surrounding neighborhood and to the community values. The City Commission is authorized to impose conditions and safeguards as a condition of approval of any special permit granted under this section. Modification of the site will also require (at minimum) site plan review, aesthetic review, as well as demolition and building permits. 2 • April 28, 2010 Regular Item 600 Page 3 FINDINGS: 1. The site is located within the R -3 Multi - Family Dwelling Districts and has a High Density Residential Future Land Use. 2. Records indicate that the existing facilities have been in place since 1995. • 3. Records indicate that the site was located within the C -2 zoning district and was rezoned in September 2001. 4. Records indicate that the C -2 zoning district did not at that time have minimum building setbacks. 5. Brighthouse provides public services to the community. 6. Staff believes that continuation and modification of the non - conforming use and building is not detrimental to the surrounding neighborhood or to the values established in the comprehensive plan or City Code. 7. Staff believes that these public services contribute in a positive way to the neighborhood and to the community and generate an economic benefit to the community as well as other benefits. 8. Staff believes that the proposal to remove the 100 foot tall tower, small concrete building, shed, propane tank, and existing generator pad and to construct an additional building, generator enclosure, and landscaping will reduce noise and the aesthetic obstruction. 9. Staff believes that the proposed site modification will be consistent with the community values established in the comprehensive plan and City Codes (except for the use, fence, no 6 foot tall masonry wall, and the building setbacks described in the text, above). 10. Site modification also requires a special permit and aesthetic review approvals as well as demolition and building permits. FISCAL IMPACT: Staff believes that the facility contributes to the Winter Springs economy and will contribute even more when the up- grades are implemented. COMMUNICATION EFFORTS: The Planning and Zoning Board agenda of April 28, 2010 was advertised in accordance with City Clerk policy including posting on the City's web site and Laser Fiche. No further efforts have been made for the final engineering/site plan, beyond those routinely done by the City Clerk's office. RECOMMENDATION: staff recommends a recommendation of approval of this site plan, subject to Commission approval of the special permit application. ATTACHMENTS: A. Location Map B. Site Plan 3 i Y •. • • ATTACHMENT A Contlnue�P 2415 zu Con 'nuerPg 24 � Si - 150 ;. �1 ' !0 ' / 9 3 19 , ; 2 ,• = 1 6 434 . _ _ V .... 201 5 / H 0 •.. o.. 9b O a634 3 e6s�W STATE R _ ' : o ,4 . ,: ce /31 i,. /OS p 113 1 X 13` — 35 -195 . 153 C r9 289 ° o ▪ 301 205 101 i '' ti w- ,'2:Nl / ., w,A ° . I`4 e " ti r210'• ��w�i ` w e oo v e d- • 207 203 T 1,934 e 4 t� v 3 2 ..• - ,� Al i .. � �� - •� r 144 . -235-', t � a 1 , - .s ,t • ■. 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II" 212 :� °,fie' /2l 118 . %17 1 /9 //7' /12 4- c, o + .• 115 :l . - "' r U 214 1 /46 /42 144 131 129 , 11 1 1/ 110 120 ' i y l R $ it, 41 ' f!1 a l B 126 143 133 2 01 2 73 300 301 207 ' J09: 107 122 , • M p� tip '-- 100, \ 709 �. z 303 141 �~ 202.' 211•' /05 /031 200> 183 - L ,� 302 305 /39 137 204 206 213;' -- ---J` `b 1 208 Z15.' �y�' ' 304 307 212 201 `: E & t 30 f . pW A 306 116114121220 200 \ 303 , 309 .128 22182/4_,,,, r \\ _ __ 204 1 • 2 • 3 • 4 Contin = Pg 249 • 6 • 7 A 8 w: iLE - , NOTES: . m IT . & W ° E N. - • a .. `d • � w PL. =x;1 EARL•9 - .: \ ..�,, z \ - g = Municipal Address Map Book 0 200 400F R ?. PRINTED: REVISED: eet ang �R RD , June 2007 2 • 3 • - City of Winter Springs, FL ; 2423 PAGE LOCATION KEY MAP WITH 1 & 2 MILE RADIUS RINGS Developed By. Southeastern Surveying & Mapping Corp. l 1 BRIGHT HOUSE UNMANNED EQUIPMENT BUILDING J SOUTH MOSS ROAD, WINT N; R SPRING > FLORIDA 'V L.______________ >1..ACOLA T" " ASSEE _ jL AC KSONVLLE p g PANAMA CITY ' V SHEET No. SHEET TITLE .�, St. AUGUSTINE C -00 COVER SHEET . C -0 TOPO, BOUNDARY & TREE SURVEY F S C -1 SITE PLAN .00ALA DAYT• BEACH C -2 DRAINAGE PLAN V ‘ W SMYRNA BEA NOT TO r ; ,� VICINITY MAP C -3 LANDSCAPING PLAN SPRING • �o . � t(i CAPE CANAVERAL I COCOA PROJECT DESCRIPTION C -4 TYPICAL SECTIONS _ I� THE PROPOSE PROJECT IS TO CONSTRUCT A 600 S.F. BUILDING C -5 TYPICAL DETAILS , "� ® � _ +• . A DDITION ALONG WITH 900 S.F. EQUIPMENT ENCLOSURE, WITH ASSOCIATED PAVING & DRY RETENTION POND TO EXISTING 600 C -6 S1PPP PLAN St. PETERSBUR P i �� VERO BEACH S.F. EQUIPMENT BUILDING. THE PROPOSED do EXISTING BUILDING • ARE UNMANNED, NO REST ROOM FACILMES ARE PROPOSED do IR -1 IRRIGATION PLAN `''r S ARASOTA NO WATER & SEWER SERVICES ARE REQUIRED. AS PART OF THIS PROJECT, EXISTING GENERATOR WILL BE REMOVED & NEW % DISEL GENERATOR WILL BE PROVIDED INSIDE THE GENERATOR A -2 BUILDING ELEVATION I �`" ENCLOSURE. IXISTTING & PROPOSED A/C UNITS WILL BE A -3 RENDERING LOCTAED INSIDE THE GENERATOR ENCLOSURE. THE GENERATOR WEST PALM BEACH ENCLOSURE CONSIST OF 12' HIGH CONCRETE WALL WITH CHAIN \` : t. hTYERS LINK ENCLOSURE ABOVE. THE EXISTING CLEAN AGENT SYSTEM WILL BE MODIFIED TO INCLUDE THE PROPOSED BUILDING. THE DESCRIPTION PER "ORB 4816. PAGE 234': ' D , t. LAUDERDALE PROPOSED BUILDING IS TO SERVE THE NEIGHBORING BLIIIME COMMUNITIES WITH CABLE, TELEPHONE & INTERNE( SERVICES. THAT PART OF LOT 92, BLOCK D. OF D.R. MITCHELL'S THE EXISTING TOWER WILL BE REMOVED TO ALLOW FOR A NEW SURVEY OF THE MOSES E. LEVY GRANT, AS RECORDED 500 N. ORME AVERM. 400 BUILDING ADDITION. IN PLAT BOOK 1, PAGE 5, PUBLIC RECORDS OF ORLANDA FL 52001 al il All SEMINOLE COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: WS= STATEMENT OF PROJECT PHASING (Check One) BEGIN AT A POINT ON THE EAST RIGHT OF WAY LINE OF PROORBEIBB@W `y ® PROJECT IS TO BE COMPLETED AS A SINGLE PHASE MOSS ROAD, 105.40 FEET SOUTH OF THE INTERSECTION 007) OF THE SOUTH RIGHT OF WAY LINE OF YOUNG ROAD PROJECT IS TO BE COMPLETED IN MULTIPLE PHASES ACCORDING TO THE PLAT OF NORTH ORLANDO, SECOND MT m�rorw (PHASING PLAN IS INDICATED ON THE SITE PLAN SHEET) ADDTTION, AS RECORDED IN PLAT BOOK 12, PAGES 55, 56 AND 57, PUBLIC RECORDS OF SEMINOLE COUNTY, 9t!@ to FLORIDA; RUN THENCE EAST 100 FEET; THENCE SOUTH T800 PEOFLEB OAS SYSTEM g % o ' , Y WEST 100 FEET; THENCE WEST 100 FEET TO THE EAST RIGHT e OF WAY LINE OF MOSS ROAD; THENCE NORTH 100 FEET � Hi �'� me THE POINT OF BEGINNING. I YLO B ,o EE AF9JCANT /OWte — — DROOR & T A ' *house S -- ' = ASSOCIATES ING A SURVEYOR CONTACT PERSON MI SOUTHEASTERN aul nro + MAPPNC;i COW. --- ---- -- = -- - 580 N. w C1 Rd, Suite 'EP Metiorne, R. 1 ' ��• •••• �I \ 6373 ALL AMERICAN BLVD. z 6500 ALL AMERICAN BLVD Southe ORLANDO, R 32810 PH (320 253 -8233 2 . ORLANDO, FLORDA 32810 -4350 ` . -7 -- -- r r- =_-� FAX (320 253-9232 ER- 0007218 0 car: No L.1321011 iS ii� 1��� '° Fes- .4on2�- ErlaL noeladroorassodateacom PHONE (407) 292 -8580 � . - ENGINEER OF RECORD NOEL DROOL PE No 37256 ............. — 1 . \ N > 1 . o BLECK O. MAT WOK 17 � ;a \ 4 O o • M i zo 1 1 o :i __ • \--...... ...------- .,---ix-i--- --w-x•---. — • 1 s RR IMAM Mil" Ur is slat IL/Wa a O lK ,. s �I as Moot �� Ul � a i� y70 KO= O. Wr 7 \ �"""'- PIR 10011 17, MIS a� • PR� ]! I I . - 20. t PPMIC SCALE 0 10 20 40 of M.". '$ I MOW aFZ tEHa11I11[ w ° fif ' .,4''' T 2117 4Ar Moll MOD ' �.� AML LEGEND AND ABBREVIATIONS • _ l --- _ 1 E d' 1.. , � le two ar tar 92.••••E• MnrAC a oat - CERIiEa 0x1121 mew • - IIw1 110D O10 a - drill our �— — — r a p l o C..) ' u r li a1 1 (b) n FCMC I o� OJL YIOEIL$ CF M —I10� - RECURRED 1N7F1t LW - ► .. M40tOI NEIIOIIEft COWNCP 0 - - ° ? E 00.00 v • WW2 c Leff arwr ® - MIIEn lEEP1101E PEmtAL 6:., . 1 ' (M) , Poo NOOK 1. OW / . —1L-- Er/E11 LW gt o eal.a 83'0 f _- .._........_ _o- LF A. IAR POLE o • NAL 1/OW • ;e ; 4� « $— A. SFIIOLLIr SE1k71 LINE OM ■ OFFICIAL RECORDS a2OK el x o ° 1 ' N " r — AC .. M COMM01ER ® - WNW ORE W MEWL 0 .. M761 BEM - _ ALDERVYOOD STREET NORTH Yn ` -. : . ® .. — DOMl alit o •• F ,�L .. - .vFR MLR S 9 e ° I Noeaal O A. Met POLE Ms - T 04 - RAW= OF KAY WOES --- t ''p 39.87 , i ® "' LIEF ..c • .; ; "OM . 0 • .161 SPIGOT —014.—... 0/111150 UlE V - LOOSED BURRO • Kl Put Boat 17, PAGE u mum �� Fulda ....• — o -r 1000 FELE — x — oI11 WIC FENCE 103 .. OFiIE11D I/FD SIM4ElOR I l % 1 p e w r ' o.l`"?�,`.. �/- -,,,,, I w - RECLAIM MEN BAUR EE: ° � ;, . yam a6 E 111021F p - BMW RATLINE - 1111016 qfq WE ..• was I '; x,49 0 COK I PI -PINE Fw� n �" C7Ow' vrP • 8 o m • >9s �� 1oa +' YON DESCRIPTION per ORB 4816, Poise 234 � IIOA� ^ aaR e s tin t art f T +,:•• wo �Q ov ° � o p o Lot 92. BI of D. o/ O.R. MI CHILL'S SURVEY O: 0.6.: T H M9 ^EStE Do t GRA the East Right of Ma l flOe o a f l .lo ss 9 Rood, I I sfs :.; j ��. . . • ' P ubl ic Re S of Seminole Count Florida. Described os (al Be a o on ( v h } , 10 5.40 feet South of rec intersecton of the Sou[M1 Right o! y line of Young Rootl according to lFe Pbl o f NORTH ORLANDO. mw[rt SE COND ADDITION, as recorded n Plat Book 12. Pvges 55. and 57. Pubk< Records oI Semin N< County, Florida: Run [Hence M ax 1llr 11 i + I g_J' ,.wo • • Eo sl 100 Teel; thence South 100 feel: Tnen« West 100 fee Ine Eol Right o/ Woy line of Moss Road; t nence North 100 PLO IOW 17. 1 a o.5' v fe et to the POlnl of De }��L gmnmg. I S X f 1•�n'h� R SURVEYOR'S REPORT: PRE - w° - 'r 1 Utility locations if shown hereon ore loosed on field location of markings by utility Company represenlotives. surface features I , , .P t and construction plans furnished to the sa^vey. Additional subsurface utilities may exist that hove not been field located. 2. Easements or miles" ...° rights of way th°I appear o recorded Pions or that have been furnished to the surveyor or by others hove v v 1 � O b ee n in orporoted into this drawing with °ppropriole notation. Other easements may be discovered by a search of the Public s ° 0 Records. e.eb I �� . 3- Measurement methods used for this survey meet MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING CH. 61017 -6 — requirements. — aw ��E �r 4. Not v alid wi thout the 1 ontl ror sed seal of ° Florida licensed Surve sEr yor 1� signo ore and Mapper. �r 1L 1 a F s hown by symbol as indicated in the legend ore not to s cgle. — 1 _. • - I IIE1alIDF.N11Q.1 IS 6. Bearings shown hereon ore based on the East Right of Way line of Moss Road. being N06'S8'10 "W, o ssu med. 7. Based on the National Flood In swmc a Progrom FIRM Mop No. t21 I7C0160F. doted 09/28/2007. the above described property is within o special floo hazard Zone 'y'. I 8. he eleclronicimage of this map contains Hari on positions for all features shown relative to ASSUMED DATUM. 9. This Survey n a s performed without benefit of o abstroct. title Search, title opinion or title insurance. A title Search may WICK 1, IM 1Z o reveal additional information ofteaung the Parcel as shown. PILE 0008 II, to Unless shown, only those visible features in the immediate vicinity of the above described parcel boundory hove been located. I Ian Q O o 11. Dimensions ore shown in feet and decimals thereof. 1 l 12. Containing 10.000 square feet or 0.230 acres. more or less. I 1 III 13. Ve^ticol information shown hereon refers to Seminole County Nail and Disk stomped 329 -47 -01 of the East end of o concrete curb median approximately 45' West of the Center Line of Moss Rood and opproximateiy 13' South of the West _ •� Boundary Line of Murphy Rood. Devotion 38.828'. North American Vertical Dotum NAVD 88. �� ; < \----- -_ % NOTICE r OF LIABILITY e r rein c V This survey is certified to those individuals shown on the face thereof. Any other use. benefi or e by ony other party is strictly prohibited and restricted. Surveyor is responsible only to those certified and s hereby disclaims any other liability and N o hereby restricts the rights of any other individual or firm to use this survey. without express written consent of the surveyor. I ROW 1, !Or 11 I I F �.— asas a asm. •n + a Imams • �� MAW BOOK a la PRE 1 _ 7 Boundary and Topographic Survey °Y I I II e — . - � ��. a.... I " -'--- ads I. ads 1 -20, " "ere' -e►'� I .7,i. I/17577-f : i ;. 02/0e/200I 6 32 7 1001 lir-. •• 16 • ' I I • ii ..11 'i a.I■■ Bright Home Network% I7C Bright House Networks-Muter ap ing. , "Q ■ as m, trews l✓ ewe.. i .r • 100 FEET TO THE PONT THENCE NO \ :4 '�j Z e$7 BLOCK O. LOT 7 w PLAT BOOK 17, PAGE 32 43� ZONING: R - 1 R OD00 -0920 F D A y i / SINGE FILLY I J PM PARC I D 26- 20 - }0 -� - _ _ y __. ,_� R7 I �,.yT _�E B .5 . : o� PER DEED pT`� S r � NMI NOD C. f (''^'$ GIVPHIC SCALE lb ^•° -� I 35110 TRW. PR. C€ T /,lpEftW0 ': i §C . b 20 E1�EMMTId1- 41.455' g : v �: In , • EL 4673 'Q • 0. S FOLIO OON PIPE tt/O, tT RD _ • r 0. ■ I ZONING: R-3 I L13 4676 - NG R I FtIICE COItEER ILL)1 - FILLY 0111110 0.3 PEER M '_._ - • i'' ,' i I p I 0.6'5 Q4,5 E E N - . - „ 0.4 W PART OE LOT 92, BLOCK D. - 100 (D) 'r' D.R MITCHELL'S SURVEY OF ygc ��,�� � 'P ' S F W�(Mi� . THE MOSES E. LEVY GR A N T "�34.A,a _i 3 �� COL1�1 218304211 P BOOK 1, P AGE b 1' i - . Mali r • ! ' "."" " - PARCEL 6-20- 3 -5AR-0 0920 CONCRETE I t # • SE z0. T6BNSp 21 FAST. MERER 5N9sNrs. FLOE: _ iQ . ! '1 saunt RANGE 30 r v' . CONTACT PTPtS0/! t TES NC. I . • JOE P►CXNEY NOEL MOOR ERCMI BLVD. 300 K WICK M ROAD S A UrE ' 'E { Y i , M O .- Or NEB` ,, �i j ec i 6773 ALL At ORLANDO, FL 32610 t EiBOUOE. F L 3 74% • , • T,)ER�O•r S CONCRETE DRAM 9 r a. ; • P AX. (407) (107) 2LS -3080 P ( (322 35823233 L'J W % , PAX: (407) 29'3 -8911 FAX: (522 253-8232 1 ! o, F . I 1 • S ' ►+ _ is -. , x� - '•,j - ', O �� 1 i ! xY0Wd1lEEBC KWIC Oak MO 4 CURB . ; I ! NI worm ROMAN �a ,.. 1 1 !. 1 , FLORIN SlOq -432810-4710 0 . ��� _. �E i CERT. 19.1,67100 NO N i 5 r _ 8 Foote (40n 292 -8580 WAY VARIES I w; 1‘ 1 GENERATOR S 20 ' x $ o • �COYC # pLAT BOOK l i 1'r I PAD j `` N o ° o @..0;J., _ -. U i I PR PNK : A _ ' o ; _ LOF 92. 61,00[ D OF O R 11r QEi1 'SURVEY OF TIE ' HOSTS E LEVY CRAWL AS N PLAT BOOK. l PAGE 5, RHLIC � i�L 1 jj I - I y , q ! ! R6C0RD3 OF ..EtfNOLJ: COUNTY. FLORIDA. FLORIDA. DESCReED A3 FOLLOWSC BEON a \ • . i 1 �r ❑ Pl p p p l i .. o N I ( M- ZONING: R -3 FEET 501.11N OF THE »10606021 OF TIE SOUTH RICH OF WAY LNE OF Ew' SF• , ST FMIY 0111 3.1 1 6 Y OUNG RO AD ACCORDENG TO THE P LAT O F NORTH ORLANDO. '.!<•C D 2'x2' CONCRTE 600 4240 'o - ' RECORDS OF serums COUNTY. FLOWN RUI THENCE EAST 100 FEET: ` ./ ' CELL TOWER Iti F FF.E. '� r '17m • ADOfID1l AS RECO20C•D N PULE BOOK. Q, PACES 53, 56 AND 57. PUBLIC _ N "' TO BER :1 .� THE CE SOUTH 100 FEET: THENCE WEST 100 FEET 1O TFE EAST RIOIT OF 1 i �LL 3 . . ° n 1 M ROAD; RTH ART OF , / O oz 1 •.'_ TQ ..\.. .... 3 �� : - 1 103X103 • ti 11524144C. O 2\ 1 A • o , ; I BLOCK I N I EAS WAY 1,3 OF TlD 600 5 . BuD5$ ROAD; 8 CURRENTLY UtLREO AS AN IfI'IAI►ED O ELECTRONC 3• j 1 BUILDING • `!:, i ypN FA(xITY FOR MOP HOUSE NETWORKS T 3 %3 I I /O <W �, O' `; M ETAL SHED_ _ ! - �� •' � RWL ! ' i _ . -- TOO COLSTIBICING A 600 SF. BUDNG ADDITION ALONG WRH 900 ' � I O 2 iE r R • „ - ; . , " "' Y . / El S. OF OPERATOR ENCLOSURE, L105 SF. OF CONCRETE PAVNG & 0,3' ._ RECLAIMED ti �.. L • RE1EMp1 POD TO EXISTNG 600 SF. UNEARNED EQ. SNR BELONG. K.`5 t ' - .. li j WATER SERVICE ? ❑ TOR .- / EASING 2 A/C LINTS ALONE WLM TIE PROPOSED FOR LE1TS & THE \ tali \ NEW PEEL OPERATOR U. BE LOCATED NSVE GENERATOR ENCLOSURE. U) a i .0`' , ❑❑ .; . TIE GENERATOR ENCLOSURE cower OF 17 NCH WALLS WITH CHAN LIE '� ENCLOSURE ABOVE E7f8T►C /PROP09F0 PROJECT EASES NOT REO.tlE 0 , Q _" ".• .. _. t NO LATER t SEWER SFR14LE3 A PROPOSED R ISTROOI fAL7. y • • • 0 1O. " �IZeeFas 0. 0 • I �' - -- - I�i:I� s , • T o� i 6 S.F. - ° oi o Ac ` RES ' .4 100.0X - ' 3s' N 25x• 4 N T.'S TN. ..�_ -',C` _ • • �1 BLOCK I. LOT 78 I 1.4. • I , .. ���_� -aBEAS 3 ' - D , sEr s/6' LNGFF ao6 MOM 205 S.F. oo ACRES 7.o sx Cb PLAT BOOK 17, PAGE 32 �._ j �_ y -�- - °•-- ' - 1,p �a � R a ., :. � a 1p1 PAVNG 1,269 SF. 0029 ACRES L00% C SCE -� I 7' " - 107.0 M) SDE•WAIi 100 F• ooz LOOx Q+ i PAW PAW �]UC I 1 - . . . - ' ..---- S83 .04. , , 1 - 8 2 O _ 100 (D) TOTAL E)OSTNC 1'1DERVIOIIS 2 3 0. 048 ALRE9 ACRES 20.74% �i �� E pT EDGE P/NF 1165TH_ TE BE RFL0,IE . LB 4676 • EW I ZONWR R -3 I BELONG 105 3F. 0002 ACRES L05X 1111FflLL1' PANIC SF. 0.004 ACRES 1.56% � t Z4 C \ Pat°4T P1N�R I' •.ABEAS R -0000 -09 P ARCEL 10 - 20-30 -5 A BUDEC 600 SF. 0.014 ACRES 6. 00% iFl 3 I SCALE: � SITE . PLAN 10' T A N � PAVNG 1105 S.F. OilIR ENCLO OSURE ROO S. 0.021 ACRES 9.00% I11 LL rLtfi4 SSW TpV. Pr. 0.025 ACRES !LOX 0 " 4 PROPOSED OVERHANG, SEE ARCH. OWLS. 6F}M110N•40.i46' TOTAL PROPOSED FPE8VI0IAS 2 SF. 0. AC RES 26.05% \. � - .1 . EXRS7NC ACCESS GTE TO RtP t UN1L THE NEW . 1 1 * ABOVE CROID PROP» TANK CONCRETE ---\ 73 AND BOLLARD t0 BE RET'10VED BY 1/18 ..DEAL 1]031210 +PROPOSED � %k L200 SF. 0.028 ACRES 0.00% FENCE t GTE HAS BEEN NSTALLEO BY I P B PPANIC T sS.F. 0.051 ACRES 22.6% Kt CONCRETE FLUE FOR 1 STORM WATER 8) F GENERATOt EN0.0SRE 900 S.F. 0.021 ACRES 9.00X 2009 -17 C; FROM OPERATOR ENCLOSURE I -. EXLSTNC 21e7 CONCRETE CELL TOWER TO BE FEE NOR SUPPLER :. REt10V[D TO to QP BELOW PROPOSED LADE TOTAL 1'P[AVU$ 4,46 SF. 0.101 ACRES 44.8% k\DR17BOD-17 'p; WALL MOUNTED LIGHTING. 145.05, 14.028. UMW TONAL PERVIOUS 5562 SF. 0.126 SORES 5502% 48 HOURS BEFORE DIGQC TON- EASING 9!X!.3 PETAL SPED t CONCRtfE SLAB �® WO MD. ~ 3 `. TO BE REi'IOVED TOTAL 10.000 S.F. 0.290 ACRES 100.00% CALL 'S 2138E STATE BNB' CONCRETE HEADER ARP, TYPICAL SEE I TOl FREE - PETAL EXe1NG 10.3X103 CONCRETE BLOCK BELONG t CLRETI ZONING S LM LAS. SLAB TO EL ammo R3 - MULTI EMILY DWHINC DISTRICT 1-1300--432--4770 PROPOSED B RE-ENFORCED CONCRETE PANIC 0!1 UMW maw= PAD TO BE REMOVED t THE - MULTI FMS.Y DWHLC I DlSTR1Cf CJ6�1® 6t: NA U0CRGROUD UTLRE3 NOTRCA710N 0' THICK 3 TA�E D SD BASE (MI'1l1 L9it 40� _ , • OVER 24' DEEP COMPACTED 8 ISiCF j ( CENTER OF FLORIN 9OE SET: PETAL 91HCZAOE (MNMI1 tS GENERATOR LOCATED WIDE TIE EAST R3 - MULTI FMLY 01011,1,10 DISTRICT WEST SASH MOSS ROAD WGHT-- WAY a1E: @1, ROM Il . 6 0610 BY 240 wiz CEi AV BEO ALO we E OF '�fi 505111C A/C 11115 TO 818 REMOVED HUE.00A1 N0: , \ A: C: NG BUD AS SHOWN TO A CURDS. BE OR AN SYSTEMS MAO EXISTING 6 HEN ANN N 1.1K PENILE TO REMAN t ' 4• CURD TO BE REMOVED PROVED? • UTllfE3. ETC. AS A RESET OF NEW C06TRUCi1OL :} ?i HOST BE REPAIRED AS RL9.a34T. EXISTING CONCRETE SIDEWALK TOLL REMOVED SCE ( ) 10 9.79 (FRONT EXISTI C WRONG) C - I e l 9EEr s OF a 11E CDIORACTOR AML/ BE RG9POI8BIE FOR PCRFOMIC , � - EASING 4...26 owssi NG TO BE MOOPE0 (SEE ENOSipG A/C PAD TO BE REMOVED t A /C'S TO E ) ' te t MATERNL TAKE Q4 BASED ON THE MEN DRAWNCS ,. RELOCATED Aloe THE PROPOSED OPERATOR . FOR ALL fRECURS, QNNFNRIES (PAVED, FEL, MANAGE, �) ` BE R ENCLOSURE KWIC • A SPECIAL PERYIT 103 BEEN mauesnw FOR SETBACKS A LOGY, LAN :WANG t U )• G NIANIE I' 3 : straw MO REPLACE minx Pure SENN ON TIE DESIOI MAINZ MAU. BE VERPEO BY : PEW 6 MCI NN LEE. PENCE ALDNC THE f 18 37938 1 f MOOR BE GENERAL CONTRACTOR PRIOR TO =M. astiow EWING 6 NOR CHAN LINK PENCE AFTER �a EASTNG/PRCROSED PANIC AS 514O4FL TYPE 6/1000. 5PREELED (F11 200) MAP P. FEI TIE NATIONAL C ONTRACTOR a T O BE RE SPOWBLE FOR PRONGING ',K THE PROPOSED FENCE e N PLACE. t1E ATE MALL PRO POSED 2r WDE • 6 NOR SLUN GANT LNER c -LEK AND /OR MIAOW ALL SURVEY FIOII ENTATI011 WIDEN LL KEPT MORE AT ALL TIES. 1 1 GTE 16 FR01T FNRI4 FLOOR ' h TIE PROJECT 1.1173 BY A LICENSED SURVEYOR N 111 PROP0�9 GENERATOR W / OC?i M 7----- -, 'v ",•,--"," `•-•-•,---•,- `•-•-•,---•,- -,..-,,•-•„,- -,..-,,•-•„,- v �-- - v ' (L OW. EXACT LOCATION 111 BE DET EN IEO BN II IALOti DU3 BE 81,1010 PESO. OH TIE FL000 INSURANCE 1)46 *8 PROGRAM DES PROGRAM PROGRAM '1 ) ❑ � n � , � / QIDC0160F DATED 09262007 . //. 1118 move P ROPERT Y e %. �� WITIN A SPECIAL FLOOD HAZARD TEA* NT. r „ ti� ER TO .. D RAINAGE NOTES: x a' U 1 h xh�. GENERAL 11RANAGF NMTIFS• Z ' o , ° L VERTICAL NFOf0A1pN SHOWN NErs'oNN PERM PERM TO SEtW YO. TY HAL d BLOCK 0. LOT 7 40.03 - � P LAT BOOK t J, PAGE 32 39 h s p.H 0 �� q � tEO1M1 APPROXIMATELY 4S WEST OF THE DENIER LW OF MOSS ROAD • \ 6.., AND DEC STAMPED 314 -47-01 AT 1e EAST ENO OF A CONCRETE CURD I 9 , > M �- ..v_��_�_�___r....____. -..___ o "��x • i 2 0_ 3 0 - 5PR OD0 -C920 „o, FDA x AND APPROQIAIELY 13' 9Q71H OF 711 WEST B01lDARY LZE OF MURPHY yy ° \ P ARCEL iD 26 _G-017,______ ROAD. ELEVATION 36b26. K/ X ' 2 \ BMW ON THE NATIONAL FLOOD MANCE PROD TT NM MAP W. (X�� r / 1RAPI C ALE PE � • � A /� s c& RIDICIMMIC N Mf N 9 PE � Wd � THE DESCRIED PROPERTY B V - 10• 1 I s ti �_ - . ElLM1110N•th455' 3. ..0. DENOTES LOCA11ol AND E1EVA110N OF EXBIIC GRADE S UP / 10 20 n o ,L -I ` ko- I 4. ELEVATIONS THAT MACAW TOP OF FNAHED CARE. NCLU NC ANY 0 Q ________--/.''. / \ ° ,' ° j a7 s �� coHCR 1 CRASS, ASPHALT. ETC., ARE SHOWN A 3 .(2‘1.012. • ' _ o-° r 0.3 : - LB 4676 5. INDICATES The DIRECTION OF FLOW FOR STOMIWATER R1MOF. 1 � a4 S G AU. a.AA EXCAVA1NC, FLOC, GRADING PAVNC MD DRNACE %DLL BE • \ 0 .6' E d '• PE/WOOED N CONFORMANCE MIN ALL QTY OF WILIER lPf6NCS VEGETATIONS , N � � �,�. a4 PART OF LOT 92 BLOCK D a N o E 1 ' '0 000 0 ( M , �- - �.\ D E MOSES LEVY GRAOT 7. EROWN ND SEMEN( CONTROL 10 BE FRONDED BY SODDED OF eromeR[iA3, ¢ P k O COUSIN �.,. _ _ P a RETENTION/INTERIM FACLI1E3, ND DBTI,RDE'D AREAS AT LOCAWM SHOMI O' '''.9 `� a �y,,. y !� PLAT BOOK 1 PAGE 5 0 ETC 9Wl \ 1 . �o ... DlS7UTDED AREA IDf SHOWN 1 SE PERMED MOM SE WOOED. 1 Y i ti e if • I ^ ':;.:„F'"4..-17.1.--N°' a� O FACLTES *MN TIER PROPERTY 'R . COTpIETDN NV ACCEPTS STOW/WAWA $ LL L. i o- • a . • is n x -- P O WdCR OR OWLR REPRE9fNNTATNE. ODTE ry 1 Nry i _ �i I ...fX. .._� =. `V t \ _ _ . ...... sPaLwAr _ _ . - I i � � � _ r---- it • a r�cvoaRAFlr SURVEYS MOONED BY sounEwsTFSN suRVEYFD 1 D . SOD SHALL BE MERGED SUCH THAT THE TOP OF THE CUSS B AT THE SAPS . • . ENV. =' 96 I % o, i .. \ B _ t -:nl •.. o ' ELEVATION AS 4E TOP OF ADJACENT COMPACTED ILL - `_ INV = O.Sg . � ` ' / ' ° x f \ ,i MUM I 1 INV 87 a ' -F': 3. } IL TER spew aoreaA R1VEQ 40 95 OS N,SttNG ot k S , f p y .. ` i THE 3T 8 ON ST. JOHNS �0� x ,� I qt PIPES , 1 ■ 404.. 1 L 6 CONCRETE J ,� P ¢ ;4 R :.\ } ' o h N ( • R. THE LOCATION O F EXBTNC LRLt1E SHOWN B APPROXIMA OILY AID i Wq "pVC .� } }P " " T• '-° 0 1 � .£. Po . MUST BE FEED VERFED BY 711 CONTRACTOR PRgR TO BEONNG WM. IX. • STS 1 'J / D -7, :X d x I X � I ' 0. 00 NONE PROJECT AREA WALL RE PERE WALL ?E1R PROTECTED WITH AN ( oh ; � \___ • I %IN NOCENTT& BARRER FENCE' (SEE DECAL). } .�•��T ^ er g ti i ' o o- (N �. a ' t 1 ' °• P I sti P Q t N �_ i � , C i o" 20 P • i t ti 1 °. 1.- a � 3.1 0 , 3U1�ING GF'yF'RA1 PA VI�TF � ' 4 x .• } 'A, 4 o- ' �1 ' • i L TRENCH BALXFLL, BASE MATERIAL AND Fil MATERIAL ARE TO BE PLACED �gI \ I \ I 1 1 ' : X h P I = ,� . 0 s " S j N MAXftA'1 6• LETS AND COMPACTED N PLACE TO 9BX MAX. DENSITY. C . pRoPOSED , . . E i o-1 - FSA+•� S,F y 1" I 2. P'N11M OF 4 I'� DEtIaTY P'ROCfOR ZEST N !EW PAVEPL•HT AREAS PE R h - 4y 40 :1111 � ` ( / o m LET OF SB-EAR ND C RL MATERIAL BEL TIE SB-0AM B READ. - \ e � ' 1 I 1 ,� [� 3. ALL SN OW t PAVUTIR MARNC WPNN PRO.ECT AREA S A L BE DIVE PAS1IC _ _ _ , Do '] ; I , 4. CONiR ver S P RO T V DE s CGR3 L S A e s It . P' a g r i wr r BY `= 1 R •� . _ - ' � 1 I i • L� - :Mt!.. . ~ REGISTERED SRVEYOR TO D TO PREPARE & SUBMIT CQELET SET OF ; '�• ∎ : _�. 0 q y up- i ..,__RECORD OR AWNCS TO IE QTY oRIFlom SITE AC ANCE E CEPT _� O 2t` n I I 3 h - ` y . ? . ' 1 R• I t 1 ,y�_ - - � 3- Nl P OF TIE OWNER > BE 7 PERA P IANfH NANLE Lcq 39.92 x403. 39.74 R WL _ - EDERVI • ' - D ..:. ❑ L dl 0 • \ L AU WOK PERFORMED ND mum., USED N THE RIGR -OF -WAY SELL y O X \° \ 1 = WAT SCE I • � ® '^ _ x o-° CQFQE7 TO FOOT STNDARDS_ CS s P° I a 1 j � • �; a• DOD ` •' _ I 2. PLACEMENT OF TREES N T TA THE PIBLC R/W SW.I. NOT BE APPROVED MESS SS C' i •Z i r f 2 r h >? n '1 ° - MT .. • • 1 �, • o -o ' A E AGREEMENT ENTERED NW ON WITH TIE AMIDES HAND .tRB01CTION (� O 0 / / Q Kit RIGHT -OF -WAY. kl 3 / 7f SP C/� Ell I', : ti ► O ^ r3` C f WEED LEt T B TO REMUW POSTED AT N L TEES. RELOCATE ND L>� r y r m t . y �� �ti .. p REPLACE PER D.O.T. NOEX 117302 AS RECLINED W w 6 o. A1,, �i I v y ° O . " • • / 4. STOW S1E A PAYBENI f WTIIC II ND NV! ND FRAM AREA MU OE 11ER1tlplASTK \ -' 1.4 N i 16 ` ICY •� •�- _ - • • NV SAL PVT OE APPLE° INa A MIN CF 30 DAYS HAS ELAPSED FROM 1I€ k BLOCK I. LOT 18 \ \ i s ; ��_ r_ 6/6' RCN ROD COM COMMON OF ASPHALT SURFACE. N TIE MERE( MARKINGS SHALL BE PAINED. PLAT BOOK 17, PACE 32 O - , � ��__ (JS 2106 / 5. NL SDEWALL RAMPS WIN THE RI 41- - -WAY SALL PEET CURRENT ADA � �7` \ y _ '� . A T~ - � - �!� 00 00 x p 3TADARD3 MM TIMCATED DQ[3 STATED Ram Ram RED. W Q p W ° ; X'- -'� : (M) ,C P°' / . p a �7 __.__..._. ___�._._.__., _,.,__ -_�- o- VT _ 583 Oa 2 1 " �) , \Q' ° / ` G SOD N L 0611RE0 RI 4T-OF -WAY MM NM NM SOD 1:4 q \ mu ._._ _.. `n e6 FOR PINT /tea ,,'s ��' w ant -SERE TESTING ND' v] a ° ` rya r I 4673 P � O I o e r p r 7 Y .- J / A5� pwarn L PAVING SL SCRAOE TO BE TESTED FOR DENSITY EVERY 5.000 S.F. OR 0 o- « 0- 30- 5AR 0000+0928 PORTION 1/EREOF AND TWO LBR.S SHALL BE TAKEN N AREA OF ASPHALT. I 0 o-° ' 0 0 o P PA RCEL ID 7L � E SET 2. PAVNC RASE AND SUE R ASE TO BE TESTED F D ENARY EVERY 50 SF. Sir �1 1� OR PORTE N THEREOF. I ' X SSI C Tay. PT. O 39.661 4 ,\o ElE1Ml10N - 40. 146' 3. THE CONTRACTOR'S 1ESTIC LABORATORY ALL PROVIDE, WHIN ONE WEEK O' ‘. J \ co 39.47 ,__________G ° 1 T O T E'NONfSR OF RECORD. TO THE CM OF WINTER 9PRNCS ND i T NOC Xha h e 4. THE FOLO*C II= TEST AREA RECURED FOR THE PROPOSED PARKIC 2009-17 I 7°' DRA PLAN AND BMOC AMA,* RE NQ - I CAL r - a • Mf111 OW pEN6MY PROCTOR 1141 PER 200 S.F. 0 B110NG PAD »:\DR. SBOP -r7 --- I 48 HORS BEFORE DIGGTC •M1LTM f ONE DHNSTY PROCTOR TEST PER 1000 S.F. G . OF PAV FILL DEWED wit N.D. CALL •S I INDE STATE LAC' ] • MtfU11 ONE DENAITY PROCTOR TEST PER 500 3F. OF PAVNC SW BASE I I-500- 431 -4770 : A I SAWQT EDGE OF EIOSI NC PANIC ND MATCH , MTERED END SECTION PER FOOT NDEX #272. SEE • 1'NI'Ed1 ONE LB1R ZEST .- THE PAVING 9H C .B BASE MATERIAL ' � A lID['RGtOUD I711.IfE3 NOIFCATION EXRS7NC GRADE PETAL . M 5 CYLWENR & A SLOP TEST FOR WV D YARDS OF CONCRETE A C CHEMED 55 NIL MAIM PROVIDE A WW P It TO PVC CONECTOR, ..., PROVIDE ELASTIC CAUL OVER 1/7 E'XPANSION ADOMIONM• CTIWERS FOR EVERY 50 YARDS THERE AFTER CENTER O' FLOWA `d' LOCATED 2 ABOVE GRADE ' *KW BETWEEN PANIC AND BULLED DOER ENT. Z7 ZOOF 121 6' DNFEIER PVC LATERAL FROM DOWNSPQR TO TOP OF LYAEWAY AM TO BE AT SAME Dime NO: DOE: RE1b41 1 POD '.)i ELEVA1g AS PROPOSED CENRA ENIQOSRE CONTRACTOR SHILL BE RESPQN9BLE FOR ANY MINCE • DOOR LOCATION C -2 TO ROADWAYS, CLAMS, SDEWALK3. MANAGE SYSTEMS PROVDE MAXIMUM LIO SLOPE AT FIRST r FROM L WOTE5 ETC. AS A RESULT OF NEW CQATRUCfl & BUDN k , I/2 w . r I DEEP SAW TS. MAX nAx 0.C. cAUx PROPOSED TYPE I s TIE QITRACTOR SELL BE RE.5P A FOR PERKING - sum LT FENCE LOCATED TV of SAW GUT pm FOOT APPROVED cAfar.►D DRAINAGE LEGEND sNFEF 4 OF a J ' .. MATERIAL TAKE OFF BASED ON THE DESIGN DRAWNCS `E' EXISTING ELEVATION %. _QXX PROPoseo SAPS - MOOD NOW PROPERTY. see DETAL PROVOS L AND B WISE OJT AND 0.00 EX • "' fOR AU. REWIRED GZWTAMf3 (PAVED, RI, DRN11iGI ` E! CONNECT TO EXISTING RE -IR9E S1lB Qlf FOt OF ii, U1L TY, L 11111E AP 'SGN ORA AEE DI JAHT BY PROPOSED ROOM FOOT TYPE •C' NET TO BE PR/CATION 7 MEC OTOIR NO BEVATOI DS-1 ( STRUCTURE 1 37 DOOM 1 R e CHIRAL CONTRACTOR POOR TO ROOM. AMINO 6 EXB.►S CE DECAL PVC PEES AND PROVDE OPEflK _00,02 PROPOSED HMO ELEVATE :41 r MIME AS O71FALL STRUCTURE. SEE AHD FLUE N BACK B TO BE RESPODBLE FOR PROTEC FIC �' GENERATOR ElNCT.OSRE fOR ORANA� PROPOSED TYPE I STARED AID /OR RERACNG ALL SURVEY NONUENTATIDN WAIN . MATCH EXLSTNC CRAVE AT PROPERTY ENE. - STTRM1VATER FLOV DIEC1Dl - - - - -'- SLT FENCE LOCATED T:', THE PROJECT ORS DY A LICENtlED SURVEYOR N THE TYPICAL It or PVC RE USE WATER LNE WITH V. 30' COVER C FR PROPERTY LNE • • STARE OF FLORDA TO VACATION CONTROLS LOCATED • a EAST OF THE 0 0.00 PROPOSED POND ELEVATION _ ■ GENERATOR ENCLOSURE WALL. 1 90. DORM LOCATION (SEE �® 9Ht#T NUt0ER ND 301 REPORT) i EB- 0607216 / I '; �Fy_._F'r5."`.� +-?E � 'tOtSi:'�,'.+= "�^' �"_�.y"_iaL?"�" ��i�t ;�,�i }. ti,,^!ti:, `t�rclfs^:TiCSv' - A F3!' �Y ::'.Ct'IA`iC #�'G.:'';G"• 5YB?EtM ='R^Y:.^ "�: i;��S9: [a t- c�- �- t„� ` � -Ot:'4 !4j _ 4 : C:,iG • 4 Gam^.:' ?b ?gOY ED. • . •• A i/ � � - AvC E'.�'.st!�#�._f. JI`-1. A '';O#$F 8= k-".+�' f F � F�•;1t- ::�:A;x _ _ � e3 1 ?3»� !f) - 7'' O,d�` _ '[ Ci!�•v'crf'.$ l�Ut�'YE�. ..^�.: -:- 9c °�z7. Hf� EJ S7 G°v'�c�;•V,GIV,ni. (.._ �R "O �'\M:. !vrti"�.(t.^.iiTiv `( °..i�i5. � BLOCK D. l0T 7 {.`*� tl: - (a' C.++'MC s C��.�;i PR.^v�Da. �6 � d 'lAT BOOK 1J. PACE 32 �� �`� I `-+�E f3i _ '.: O.�i: = 3 G?°i>iT5 E'%v''DYPEC. dF P� y � / rv"fE :1) - 8" O� • ? Gl�J�'. }�?`.�ti�. _yp- 30- SAR -OD00 -0920 FDA r .> ... _, ,... °V ARCEL 26 13v� !i a� G.�lC 2 .^��DS ?5 F'RJY'�'tD� I P ID � --0�_ g - �_ .,,. � S T, �� / � 'c. ! _ �_� ti `: r-' '� r..* -' � A�T"� /- Xl GI^r -:'�l �l� � .- .I�+E' r - �IE �JYMK +t , l ,.�` , •v'� t � . :, S/� '�•i:K EE!.! {iii TRE=S °F�'..-E32,iEC IL G. '; ° � i � OF BBClNIC / � i lt� _ � • °':Gr.L - S91C 1WYN0� R66 �sp�F ;a � t f .x� . _ . \ /� �= t ' � I -�� �„ p , ` �� r' j f � Sf � RC.W� `C YhYT3,p. � { Ell�/1710N�4I.466 `\� ?. S 3 y � � �II s ' ^v =a 1+tM a ^ = - '_ -.� cs � � ;»- s:sr Y ...; - �� Y , os Ir- -�_: , �s I �\�, ` �� r ' _� ?`�"E (3: - 4" OfVC = 3 Gr�P!TS f�C,TJ:RED. d I ' ' : r �; .. F ._.., ,' FENCE �� t �� # : } ;: C33 - �', G's,K , .� S :' � .' .,' � l � 4� i '� .��"`�„ arv-.sr Raa: =,� =;:�r�sx rAas.ss R, ! Gi�t9i73 �ft'.1;REC. . � _ •`` ,A.�. � 0.4' li `w�: 1 T�!as:;n.•n:w2z,scA`K- R�.c ^ >� i S E �_ i!} - �.: ��� _ # V � �� N E -• E � PART OF LOT 92. BLOCK D. Sp 0.cL L� a?;L - " b5 C<. n5 'a?,E^ CC 1 {� r` � '� 100 (D) � . a ?-� :i%�"`"" I c I - . � x.00 ( �. 7 1�. ,.'�_ � D T E MOSES L E SLEW VGRA�T � ` � _"^^ -. �,� cx:[ r r6x E:�i! , / <' � x�.K. cs�ac�x. S • G�1T5 f�G�1t�EI?. �g � g - ., ' "� `�,., � PLAT BOOK t, PAGE 5 - - . - -- -� �� a ,� s � ' i T..i;@Ec C3J - a G�K = G��;T° #��Jli��. ^. � / ♦ ,`_� -`•„•3 � � >� s Ts "E. �€ ti 9 �� N _ ,.i - 3" GA< . d G STS �GYJ11�D. ,� -� __. _� � v . - +� -� ♦ ����_ X;6 ? -� l;.G,�7 i''r'=GE `U' 11'� � i3 .� ri _ =1.� • ^'� � tdJ - 1�'� C.^,< : 8 G ° � ,._._..: � � � '� -�. � � � ,�_� . � �` - �';% t ?�i - T ?'SIG =sue -� �G ar,;�' ate' •,-/: cas_rsac �G(T.. 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