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320 10th St RES19-0057 DRWGSJOB: 651318B LOC: 320 10TH ST, PLAN: BRECHBILL DESIGNER: BDE :6 PITCH: 4/12 - 6/12 5 OVERHANG: 24' FLOOR SYTEM: 24' SYS42 WIND CODE: 130 MPH EXPOSURE D CLOSED ALL TRUSS PLATES ARE ALPINE PLATES APPROVAL # 1999-3 ENGINEER OF RECORD LUIS PONTIGO 496 OSCEOLA AVE JACKSONVILLE, FL, 32250 904-242-0908 s LICENSE NUMBER: 53311 ENGINEER OF RECORD TO REVIEW ALL BEAM AND TRUSS ENGINEERING AND SIZE FOOTERS, HEADERS, COLUMNS AND CAPS WHERE NECESSARY, TRUSS FABRICATOR WILL NOT BE RESPONSIBLE FOR REPAIRS RESULTING FROM A TRUSS OR BEAM BEING INADEQUATELY SUPPORTED. HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTHERWISE APPLICATION PART # APPROVAL # 1 -PLY TRUSS HTU26 FL1O655,8 L 2 -PLY TRUSS HGUS26-2 FL1O655.1 ® PLATE HGHT 22-3-0 ® PLATE HGHT 29-3-0 w R �= am 88 ANG _ o�=n- z coT2 2 Lu — - cj:�_ -� U 7�5 _Z6 7Z5 - Oo Zs - O 2 o F yo Z Z -5 s Lu ; as of 2LSs�o O U) 06 i 0 N N � N l Y O � o V d � m w R �= am 88 ANG _ o�=n- z coT2 2 Lu — - cj:�_ -� U 7�5 _Z6 7Z5 - Oo Zs - O 2 o F yo Z Z -5 s Lu ; as of 2LSs�o JIB 651318A LOCM 10TH ST. PLANT WDIBILL DESI6?EI� HE PITCR 6/12 - 4/12 - 3/12 OVERHANFx 24' FLOOR SYTEK 24' SYS42 WIND CODE, 130 MPH EXPOSINtE D CLOSED ALL TRUSS PLATES ARE ALPINE PLATES APPROVAL 1 1999-3 ENGINEER OF RECORD LUIS PONTIGO 4% OSCEOLA AVE JACKSONVILLE, FL, 32250 904-242-0906 LICENSE MINDER- 53311 ENGINEER OF RECORD TO REVIEW ALL BEAM AND TRUSS ENGINEERING AND SIZE FOOTERS, HEADERS, COLUMNS AND CAPS WHERE NECESSARY. TRUSS FABRICATOR WILL NOT BE RESPONSIBLE FOR REPAIRS RESULTING FROM A TRUSS OR BEAM BEING INADEQUATELY SUPPORTER HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTHERWISE APPLICATION PART B APPROVAL D I -PLY TRUSS HTU26 FL106552 2 -PLY TRUSS HGUSM FU06551 FLOOR TRUSS H146 FL10447L © PLATE HGHT 10-1-2 BRECHBILL - SCHNEIDEREIT RESIDENCE 320 10TH STREET ATLANTIC BEACH, FLORIDA PRE DEVELOPMENT AREAS - LOT 9,100 S. F. IMPERVIOUS INCLUDES - EXISTING HOME, DRIVE, SHEDS, WALKS,PADS, 3,010 S.F. TOTAL IMPERVIOUS 3,010 S.F. =.33 % DESCRIPTION AREA LOT AREA Wtd "CII 1.00 0.50 (SQ. FT.) (SQ. FT.) "C" Wtd "C" IMPERVIOUS 3,010 9,100 1.00 0.33 PERVIOUS 6,090 9,100 0.20 0.13 STORAGE VOLUME REQUIRED.- RUNOFF CO. (C) = 0.46- - PRE DEVELOPMENT RUNOFF VOLUME = 0.46 x 9,100 S.F. x 9.3 in. / 12 in. / ft V = 3,244 cu. ft. DENIED POST DEVELOPMENT AREAS - LOT 9,100 S.F. BUILDING AREA 3,838 S.F. DRIVEWAY, POOL, TERRACE, PADS, STOOPS- 710 S.F. TOTAL IMPERVIOUS 4,548 S.F. = .50 % DESCRIPTION AREA LOT AREA (SQ. FT.) (SQ. FT.) IMPERVIOUS 4,548 9,100 PERVIOUS 4,552 9,100 POST DEVELOPMENT RUNOFF VOLUME = 0.60 x 9,100 S.F. x 9.3 in. / 12 in. /ft V = 4,232 cu. ft. DELTA VOLUME = 47232 - 3,244 == 988 cu. ft. STORMWATER STORAGE REQUIREMENTS IICI, Wtd "CII 1.00 0.50 0.20 0.10 RUNOFF C;0. (C) = 0.60 POST DEVELOPMENT RUNOFF VOLUME = 0.60 x 9,100 S.F. x 9.3 in. / 12 in. /ft V = 4,232 cu. ft. DELTA VOLUME = 47232 - 3,244 == 988 cu. ft. STORMWATER STORAGE REQUIREMENTS FLORIDA BUILDING CODE 6th EDITION (2017) ACCESSIBILITY FLORIDA BUILDING CODE 6th EDITION AREA % IMPERVIOUS RUNOFF VOLUME PREDEVELOPMENT 9,100 s.f. 33% 3,244 cu. ft. POST DEVELOPMENT 9,100 s.f. 50% 4,232 cu. ft. (EXTERIOR WALL SECTIONS A-6.1 BUILDING SECTION A-7 STORAGE VOLUME REQUIRED.- A-8 .ELECTRICAL PLANS 988 cu. ft. STORAGE VOLUME PROVIDED: 1,027 cu. ft. BRECHBILL - SCHNEIDEREIT RESIDENCE 320 10TH STREET ATLANTIC BEACH, FLORIDA CODE REQUIREMENTS * TYPE 5B OCCUPANCY CLASS- GROUP R-3 FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL FLORIDA BUILDING CODE 6th EDITION (2017) ACCESSIBILITY FLORIDA BUILDING CODE 6th EDITION (2017) PLUMBING FLORIDA BUILDING CODE 6th EDITION (2017) MECHANICAL FLORIDA BUILDING CODE 6th EDITION (2017) ENERGY NATIONAL ELECTRICAL CODE (2014) A-4 FLORIDA FIRE PREVENTION CODE 6th EDITION NFPA 101 LIFE SAFETY CODE A-6 CURRENT CITY OF ATLANTIC BEACH ZONING AND CONSTRUCTION CODES. * NO UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF PROPOSED WORK *ALL BEDROOMS IN THIS RESIDENCE TO MEET OR EXCEED THE EMERGENCY ESCAPE AND FIRE REQUIREMENTS BY HAVING AT LEAST ONE WINDOW OPENING PER ROOM OF 5.7 SQUARE FEET AND MEET THE SILL REQUIREMENTS OF LESS THAN 44" ABOVE FINISHED FLOOR. REFER TO WINDOW TAGS AND CORRESPONDING ROUGH OPENING SCHEDULE. SILT FENCE (TYP) S90000'00"W 70.00'(P) * A FOUNDATION SURVEY SHALL BE SEE DETAILS N 89054'56" W 70.27' (M) PERFORMED AND A COPY OF THE r-==�---------------- ,�---; �T-_`-�--__-= T-=--=_--_ �--=- ==� --- SURVEY SHALL BE ON THE SITE FOR --- ---------------------------- ------------------ 5 __ - _ _ -_ __ _______________-- ��-----------------!__---�'� _F�� THE BUILDING INSPECTORS PRIOR �5 B.R.L. -POO - I - " II_ TO FRAMING INSPECTION OR ALL PROPERTY MARKERS SHALL BE -� '� 200E 4' x12 i ��}---- �\ 1= EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. NO 20 B.R.L . :, 1z ------------ UNDERGROUND OR OVERHEAD ----- ----- 11 i CONCRETE_F77�i TIC(- L viCINrTY-��PR )POSED -i POOL ,a a ' 1= WORK. TERRACE i i i �I FULL EROSION CONTROL MEASURES a MUST BE INSTALLED PRIOR TO BEGINNING OF ANY EARTH I II i lil o- 2E DISTURBING ACTIVITIES. iI o I I III O L --J L -_J --- l I ALL RUNOFF MUST REMAIN ON-SITE I I 11= CD 0 o - o co =i ;- ; ----- ------ -- ----- i i il� r DURING CONSTRUCTION. CANNOT li ! W RAISE SITE ELEVATION. 2STORY i i i 1= w LuWOOD FRf�MECONSTRUCTION DUMPSTER CANNOT 0 0 RESIDENCE i i i�= o � BE PLACED IN CITY RIGHT OF WAY. 0 0 II J 1 No. 320 I I II o CD CC oo- 00 �, �� 10TH STREET ; i II z z FULL RIGHT OF WAY RESTORATION INCLUDING SOD, IS REQUIRED. ------------------------ ------------- ____=________________-----------, CONCRETE I --------------- I I 1( - PADS III DENIEU: II I� -I L------ --- ----, I I Ii= I 11 I T� 1 i II� PROPOSED STORAGE AREA: -i _________ ° i I ii= EXFILTRATION = 1,340 S.F. x 2' DEPTH - 'I 2,680 CU. FT. x 30% = 804 CU. FT. I- � • r --------r i i i i i � i i I- i PROVIDE GUTTER AND DOWNSPOUTS RETENTION = 1,340 S.F. X 4" DEPTH X.5 = 223 CU. FT. ON LOWER ROOF ON EAST SIDE OF HOME WITH PIPING TO 10TH STREET. II_ TOTAL STORAGE = 1,027 CU. FT. -- -;---------T-1 I -j ---------L-; 4 n _I i I SILT FENCE (TYP) SEE DETAILS -GRAVEL L _ __� i I- WALKWAY -i -------- I �- ------ -- - __- : _-----------;------------; ----- ---- .............. -----t---- i it CQNSTRUCTION I 20 B.R.L. ; I I I - CONSTRUCTION MATERIAL LAY ; I I i'I DUMPSTER I 1 1 •aa I � ; I I DOWN ((- AREA I ' =1I EXISTING MAGNOLIA i CONCRETE DRIVE I, I ; ' •• • .. -`_ �' � ; I TO REMAIN - PROVIDE r I I I I jl WITH GRASS PROTECTION a . STRIPS - _I i I I DURING CONSTRUCTION L--- y L___________J , 1 L' 7, N Q 00'0Oa.OD' (P)- - 0" _. _-- __ a '9°43'44' -E TO-.07"(M)a CONSTRUCTION SILT FENCE (TYP) TOILET SEE DETAILS f � n k), I% f TENTH ST. (40' R/W) ----------------1W HED ----------------------------------------------------------------------------------------------------------- 1 archil /'�,duraside plan SP1 SCALE: O i� SH ET INDEX SP lSITE -1 PLAN A-1 FLOOR PLANS A-2 ,'FLOOR PLANS A-3 EXTERIOR ELEVATIONS A-4 'EXTERIOR ELEVATIONS A-5 (EXTERIOR WALL SECTIONS A-6 (EXTERIOR WALL SECTIONS A-6.1 BUILDING SECTION A-7 (ELECTRICAL PLANS A-8 .ELECTRICAL PLANS j.G' , UAR 19 2019 KEVIN F. MULLICAN p 1� 516 N F, I N C (1904) COVERAGE OF LOT EXISTING COVERAGE: LOT 9,100 S.F. LOT AREA: 9,100 S.F. HOME S.F. 2,210 S.F. DRIVEWAY: 475 S.F. SHED: 75 S.F. PATIO: 175 S.F. PADS: 75 S.F. TOTAL IMPERVIOUS: 3,010 S.F. TOTAL IMPERVIOUS: 4,548 S.F. % OF COVERAGE =3,010-- 9,1il .33% PROPOSED COVERAGE.- OVERAGE: LOT AREA: 9,100 S.F. HOME S.F.: 3,838 S.F. DRIVEWAY: 224 S.F. PADS: 96 S.F. POOL TERRACE: 280 S.F. POOL COPING: 50 S.F. FRONT WALKWAY (GRAVEL): 0 S.F. FRONT STOOP: 60 S.F. TOTAL IMPERVIOUS: 4,548 S.F. % OF COVERAGE = 4,548-- 9,100= .50% No: DATE: REMSIONS: Iv\� Ie\� U� NSW HOMF, FOP,, 1 NO APCH ITF- C-rUP.-A� 51 TF_ PL_AN �i �'r� �7 i �r r=-rl.r��� n" =Fri• c -e r��d .I-� i' t/ t Kevin VI,IIICan shall e r»i l Hs r_�e .�. Ilse a=e cl -J Jan y shell arc- �ur::� urs _,ul_IL•_�1':r� _f�r_:;" i:, �,._ ,�•:;ly lirh_z_J _�� L.... - Job No: 17-20i Sheet No: Date: 1112612018 Scale: III = l01-011 Drawn: KE'm' 5PI C hecked' ■ BRECHBILL SCHNEIDEREIT RESIDENCE 320 10TH STREET ATLANTIC BEACH, FLORIDA PRE DEVELOPMENT AREAS - LOT 9,100 S. F. IMPERVIOUS INCLUDES: EXISTING HOME, DRIVE, SHEDS, WALKS,PADS, 3,010 S.F. TOTAL IMPERVIOUS 3,010 S.F. =.33 % DESCRIPTION AREA LOT AREA Al FLOOR PLANS (SQ. FT.) (SQ. FT.) "C" Wtd "C" IMPERVIOUS 3,010 9,100 1.00 0.33 PERVIOUS 6,090 9,100 0.20 0.13 0.10 RUNOFF CO. (C) = 0.46 PRE DEVELOPMENT RUNOFF VOLUME = 0.46 x 9,100 S.F. x 9.3 in. / 12 in. / ft V = 3,244 cu. ft. REVISED POST DEVELOPMENT AREAS: LOT 9,100 S.F. BUILDING AREA 3,838 S.F. DRIVEWAY, POOL, TERRACE, PADS, STOOPS- .T10 S.F. TOTAL IMPERVIOUS 4,548 S.F. =.50 DESCRIPTION AREA LOT AREA Al FLOOR PLANS (SQ. FT.) (SQ. FT.) "C" Wtd "C" IMPERVIOUS 415-148 9,100 1.00 0.50 PERVIOUS 4,552 9,100 0.20 0.10 A7 ELECT RUNOFF CO. (C) = 0.60 V = 4,232 cu. ft. ,DELTA VOLUME = 4,232 - 3,244 = 9138 cu. ft. STORMWATER STORAGE SITE P REQUIREMENTS Al FLOOR PLANS A2 AREA % IMPERVIOUS RUNOFF VOLUME PREDEVELOPMENT A4 9,100 s.f. 33% 3,244 cu. ft. POST DEVELOPMENT A6 9,100 s.f. 50% 4,232 cu. ft. G SECTION A7 ELECT ICAL PLANS A8 STORAGE VOLUME REQUIRED- ICAL PLANS S0.0 DESIG 988 cu. ft. STORAGE VOLUME PROVIDED: & GEN RAL NOTES 1,027 cu. ft. BRECHBILL - SCHNEIDEREIT RESIDENCE 320 10TH STREET ATLANTIC BEACH, FLORIDA CODE REQUIREMENTS * TYPE 5B OCCUPANCY CLASS- GROUP R-3 FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL FLORIDA BUILDING CODE 6th EDITION (2017) ACCESSIBILITY FLORIDA BUILDING CODE 6th EDITION (2017) PLUMBING FLORIDA BUILDING CODE 6th EDITION (2017) MECHANICAL FLORIDA BUILDING CODE 6th EDITION (2017) ENERGY NATIONAL ELECTRICAL CODE (2014) FLORIDA FIRE PREVENTION CODE 6th EDITION NFPA 101 LIFE SAFETY CODE CURRENT CITY OF ATLANTIC BEACH ZONING AND CONSTRUCTION CODES. * NO UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF PROPOSED WORK *ALL BEDROOMS IN THIS RESIDENCE TO MEET OR EXCEED THE EMERGENCY ESCAPE AND FIRE REQUIREMENTS BY HAVING AT LEAST ONE WINDOW OPENING PER ROOM OF 5.7 SQUARE FEET AND MEET THE SILL REQUIREMENTS OF LESS THAN 44" ABOVE FINISHED FLOOR. REFER TO WINDOW TAGS AND CORRESPONDING ROUGH OPENING SCHEDULE. SILT FENCE (TYP) S90000'00"W 70.00'(P) * A FOUNDATION SURVEY SHALL BE SEE DETAILS N 89054'56" W 70.27'(M) PERFORMED AND A COPY OF THE II- -- -'�= -------------- ---- -- =_-- -- - == ---� SURVEY SHALL BE ON THE SITE FOR ----------------- THE BUILDING INSPECTORS PRIOR ----------------------------_-----/ \ -- ---------------r -----/ ----- 1 5 B.R.L. - POO I I TO FRAMING INSPECTION OR ALL L1 ; II- �. PROPERTY MARKERS, SHALL BE f, iJ POOL EXPOSED AND A STRING STRETCHED �I I JI 24 x 12 FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. NO II 1 ---__----_ �' I li UNDERGROUND OR OVERHEAD -1 -- - i 20 B.R.L. I I - Ili -;--'CONCRETE ------�----_i---------- UTILITIES IN VICINITY OF PROPOSED I ; POOL I 1 11_ WORK. I ; TERRACE FULL EROSION CONTROL MEASURES l MUST BE INSTALLED PRIOR TO 1 °---------------- °--------------- ° I 1I- ��%j� BEGINNING OF ANY EARTH III i 1 ill DISTURBING ACTIVITIES. II1O N 1 11 0 I , 1 IL jiI I I I o - \I \*/ ; - ALL RUNOFF MUST REMAIN ON-SIT E CONC 4/1, 10 DURING CONSTRUCTION. CANNOTPAD------ RAISE SITE ELEVATION. • J I I I 1 1l a , 2 STORY _I L -J i i i i o W CONSTRUCTION DUMPSTER CANNOT -� EOODE CE FRAME CO)�;I o BE PLACED IN CITY RIGHT OF WAY. n '-'I_I J i No. 320 i i �1 0 0 0 0 ilk 10TH STREET ® i i' z z FULL RIGHT OF WAY RESTORATION O C - I 1l o or) -I _ ___ i I i'= INCLUDING SOD, IS REQUIRED. CO ® � ® I i I it 0 -I i g A POST CONSTRUCTION TOPO SURVEY DOCUMENTING THE APPROXIMATE LOCATION _ OF ADJACENT A/C UNIT. C:) � i i i i�� PROPER CONSTRUCTION OF ON-SITE STORAGE IS REQUIRED. O 1 _______________ I I 11 C) � i 1' 0 o I I II �i i L I 11= APPROXIMATE LOCATION ; OF ADJACENT HOME. 1 I I;I PROVIDE GUTTER AND DOWNSPOUTS CONC i i it ON LOWER ROOF ON WEST SIDE OF HOME ADa I 11� WITH PIPING TO . __- _-___ -===1i- W l Ind . GRAVEL PROVIDE GUTTER AND DOWNSPOUTS -i ° i i il- WALKWAY ON LOWER ROOF ON EAS i' SIDE OF HOME �i �-�-----------------------�_� i i II WITH PIPING TO KT.it 1 =1 ----------r --------- e I I I CONSTRUCTION D U M PSTE R 4 BY SHAPELLS. SILT FENCE (TYP) li I lil 1 1 1 1 i I SEE DETAILSL ------------- -I , - --I;- v' 1 I ___ CONSTRUCTION 11 R.L. I I 11= EXISTING MAGNOLIA 1 i I I 11 TO REMAIN - PROVIDE MATERIAL LAY PROTECTION 1 DOWN AREAI I I i I i�l DURING CONSTRUCTION , -19'6 •` � I 1 I I I- =1 CONCRETE DRIVE WITH GRASS STRIPS' I i 11= NOTE: OVERFLOW FROM RETENTION AREA STRIPS 1 1 I I I TO DRAIN TO TENTH STREET. WIDTH 19-6"I I I I • a a -1 1 I --------- 1 L_ J a 70.00'(P) O4 14A11 •1 7 07� M SHEET INDEX SP1 SITE P AN Al FLOOR PLANS A2 FLOOR PLANS A3 EXTER R ELEVATIONS A4 EXTER R ELEVATIONS A5 EXTER OR WALL SECTIONS A6 EXTER OR WALL SECTIONS A6.1 BUILDI G SECTION A7 ELECT ICAL PLANS A8 ELECT ICAL PLANS S0.0 DESIG CRITERIA, SPECS & GEN RAL NOTES S0.1 TYPICAL DETAILS S1.0 FOUNDATION PLAN S1.0A FOUN TION DETAILS S1.1 1ST LEVEL WALL FRAMING PLAN S1.2 2ND LEVEL FLOOR & LOW R OF FRAMING PLAN S1.3 2ND L EL WALL FRAMING PLAN S1.4 2ND L EL TOWER / ROO FRAMING PLAN S2.0 FRAMI G DETAILS S2.1 FRAMI G DETAILS S2.2 FRAMI G DETAILS S2.3 FRAMI G DETAILS S3.0 FRAMI G DETAILS PROPOSED STORAGE AREA: EXFILTRATION = 1,340 S.F. x 2' DEPTH 2,680 CU. FT. x 30% = 804 CU. FT. RETENTION = 1,340 S.F. X 4" DEPTH X.5 = 22 CU. FT. TOTAL STORAGE = 1,027 CU. FT. a CONSTRUCTION •: � .:. '- .' SILT FENCE (TYP) TOILET i .- .. °: � �a ' SEE DETAILS REVI 0 NOTE: ALL CONCRETE DRIVEWAY APRONS MUST BE 5" THICK, 4000 psi, WITH FIBERMESH TENTH ST. (401 RAW) FROM EDGE_ OF PAVEMENT T_HE P_R_OPE_RTY_LIN_E. ___________ ____________________________ REINFORCING RODS OR MESH ARE NOT ALLOWED IN THE RIGHT-OF-WAY. T PUBLIC '�� RKS { ,/} APPROVE { ) DENIED { } NOTAPPLICAS!.. TO DEPT 1 arch!-�c-Wra site plan SP1 SCALE: 1" = 10'-0" It KC'-VIN E`_. MULLIGAN p�516N� r_1_j INC COVERAGE OF LOT EXISTING COVERAGE: LU I AREA: 9,100 S.F. HOME S.F.: 2,210 S.F. DRIVEWAY: 475 S.F. SHED: 75 S.F. PATIO: 175 S.F. PADS: 75 S.F. TOTAL IMPERVIOUS: 3,010 S.F. % OF COVERAGE =3,010-- 9,100=.33% PROPOSED COVERAGE: LOT AREA: 9,100 S.F HOME S.F.: 3,838 S.F. DRIVEWAY: 224 S.F. PADS : 96 S.F. POOL TERRACE: 280 S.F. POOL COPING: 50 S.F. FRONT WALKWAY (GRAVEL): 0 S.F. FRONT STOOP: 60 S.F. TOTAL IMPERVIOUS: 4,548 S.F. % OF COVERAGE = 4,548-- 9,100= .50% No: DATE: REVISIONS: A3-21-19 CITY OF ATLANTIC BEACH COMMENTS z 3 4 ■ NF,W HOMF, FOP-,, [�2PL� C H I� I L- L- / SCNN�If��f��l�' CCNITECTUF.,� 51 TE PLAN - i= Ir a-• -17 i= 7r c- =ery OF C-1'1 -1-epert of K - ✓in N1.I1i=n- c- shall en 1i� his �r��e.y. the u-ecl _i- adiiy_hcll _I'c r jincl L I i '_ i- jr I ur _)LIL-li: jl -:n _I i:- _ s�� i'r i_rJ _o Job No: 7-20r-, Sheet Sheet No:Date: 2115/ 20I / Scale: Drawn: Checked: 11 'i 11 11 i' OZ i, :0 IA M x N in K c c� rn mf Tim �0 x D m2om m;f Oma O VDD�ic Z Z •-1 O x -a m 1^ A co m tDtD mm r, 0 m n0D 06 cy N r M 0 0 E� rn; 0!� rn _. 0 z z Z v m G) G) 0 0 z z v m z 0 a0 x ;c z 0 O O O O � G 1, ��.7 G 0 0 0 o . a N $ 0 zo CD rn CD D MPO 00 M z m zpm 0o zmzz 9A oN (n, Nm� D> A oma M A v m -1 ZO00 x z v m mo Z z n .'n z O v m m rr-- m �i m .4 ;D D Z O O D Z m0o N r - r 000 >DN W . 00 �—I v0 0 OD x Ln 01 N _ J to m c v � / • aw' c0 v p CHAIN LINE FENCEv �` 1 m n r 67.4' LENGTH OF FENCE S00'03'06"EP 130.00' v o 0 ' z87 J!rt cb � 6' WOOD FENCE BItICK 00 a cn 67.5' LENGTH COLUMN #' -4;u0 ; In OF FENCE ` N a z u;T -t , Q v O ti r c� ; �j� 136 w �1 o m Cn CO m ` o r � 0 • D o �7 is a 0 el r O "sz VAS tF , m S cn r C) ,, m r�i Cl) o 00 rq> rn O r O 00 •Y•i N V D L N VV � T. ul �vNi oo�n mr- yo000�,m w ti= O V C0,b A< Z Or p 02 W-11 Ob ZW m N��µ co Z S00'03'06"E 130.00' r`:: i..•;�: _ z` T D' Z� 0 0 w m o = LOT 7 '4.: ;; . '� DI�VEI�Vgy"; :,a,.t. `-` �" Q ¢ 0 t�T m 71 z rn N O 0 „ co ^z(0 mo r_ Z(11 UP c0 0 c0?+ _ v z p '33 D rTl �1 "11 's N Z N r0 0 r r 0.3' Z —1 � 1.3 nNi� 4' CHAIN LINK FENCE 500'03'08"E 130.00' o v -1 '� Z Q 0 Or 95.0' LENGTH OF FENCE m " ' w %,00 h x '� o ? 0 r r�Tl cn o 00 v_ o 7�C O > D z N W z r v R1 O z v C,1 .. rrl Q z N 0-0 Z D Eni Lu O < O O W rr�h1 '03 y O oh 500'06"E 1.30.009oD m '� ,y Cz `" > �' e oro m W _ rn 0) (`yam C•i . el r V r 00 0-4 rq r v� 2 rn C O 500603'06"E 130.00' � r O �y z V m Z CA O 0 00 w N� � N(.a g $ b O b 500'03'06"E 130.00' CA VY C w 00 00 s -+ ,K -+ m N N Q N v Q V. 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