Loading...
HomeMy WebLinkAboutDrawings - w t7 4 01 o r CD � .� A ��, ,L ,�_�, - - 4 m .4. zl i 12D Milo C � d • p,,,, 0 ,..-. • , ......: .. . ' -- :Arm- < Pi' r A' !, ' .7 .._ III • '''::: :.1.' .,.., :.:,,,. N : ,, - IE 111 `' :1� fl� 1 • ir . :, 2 ,,.,.,.„,..,.„,,,., 1 i , %A _, •Nai .......,..,. ,,, ,,,„ cu I' • `, 4 \ f .. • _ 2 , • • A r t %r ' t 1 rr __ ..j.,-- --- -•- - " II ■ <. r ` � • t.. N • ■I : -- ■ �'+ \ . I _ ,,------,', -----,,,, '', NA* '.- ,. �-� : 1 it ti -~ ~ }I __ ■ 1 s,,L el • c c a, c 0 � (n U ! a o, ca p0 O. 0) O C N ,- 'C a 2 to c Ct3 t m i > 1) p m N O > ) . O U = E - - ( C f ; r:'. p - p 73 tTf U j �. cif N - a — U � _O >> • - . C > O O Z3 p. O -0 Q c N .v E a -5 ,_ • m C .c co L 5 L c U U C }-- O +-' = N c 73 C O (n > : N 9 a ` 4 f � )1C ? d O t 9 Q �d y `� d- ' fag, Cd C70 co 5 � -Y e is o 9 Ct Ct QD A u3 3, t is, �' o va ` 4 -. .6).‘ ` - 1 '°' "' 10,3 IA J.3 i 110 t ' :O h+�'iS?3� {7� ''.4 � `4. .. S c` F P /yo p Q car, p� CI . ` a -' b -) 4 ,,. :It 6*.V a.) , � �; , �' to } w m yti riA e *-, -- \o ,53.-\ ° A i i -,,,., 0 QT G, 6 . ',Y '' CD 1, $ 3 , ' Cr Ni 0 r 0 6,,, . . . 0 <of, >, 0 , , , ,.. . % , „I .,,,,,„ .2_ ....., g ... 711C) 2 jt ,.. \ i is4.4.. . \ 0 • rC" ' s5.1 3 OP iii alb .a L?. r -: 1. W " r .$ r k %1k i t tif 1• En U o Q a d N O Q (0 C c ° ; co 0 U ii o a T c Z Z o. o c - o c w c co N c - v C 7 5 3 a) o : N U) Q a) m o @ V o N o d ° ' 0 X m 0) d o I- o - ° a m ° c c a o o in = T _ m G) D- 0 cu E m o- c o oo > cp ai _ u) _ "c o f6 o J d a) V d J > C O ll U ' . p fp O x y 00 E @ = Q. u) D p ,, N u) H C 0 W IN i J 1 1 I �. ._ .. s \ i 1 are I- 4 : :: � • • 4111 ev ...,_ it. loolikai , I 3 Ih Ab 1111111/11t c . ') r . .... ••_i .. ,,,, z .e. Y A l o L . Li ; U o ��r S 4/ �a tea J .) SI ',, t C co a F- 'AIR {•\ ; r ► Ct E. V 1 J 11 / / l ip / w / s t}% •,�+Gek, , Ilf r i A i ' Ct $ / , �� � W.Y ° 4 7 1 _ L\ ;'"mi 4 Nt.C39-* CO Alk 111115 . di W i-' \ ....44 ...v. .„ \ v• '‘ / i 1/ .r) cu J % 1. ' fij k;WIllkip , ", g , 4 ,(0 -c, , f"--- 1.- dill 74" 'lir * rn "Pb. Iv ,a,_ K: tli - Nir • o ∎ IA �'/^� oll ♦ p 4 la ► ., 't' 7 . . + ♦ • 14 / �� "; ■A .....,d,X.,:c ", ' o_ il..".e."' 41.,‘ Y v /1.--' r �1 *n' Y` [..T.1 --- j 1 0 .�, <_ .. r' m i l'1.------ • .2 //Oil i/A7 ■ ...-; Je‘ ' ' ° * • H 4 . , , if: • ,....4 r .,, . I._ ...z...Ar.4,.,,:v .111„ • . 411.,-,,..":,--:;:r0'ig4%..:4' V • ,� -1 5 Cb , r i 9 e A ix, 9'' Q1 d Nil ./A4A \ , : ::.... 4•.•• , 4 ; "= 'Y�1 7,7' ADO. ♦. ::::i4:44Cj"); 1 , , • ,, , .. ,, , _ ,,,,,,- . 4, , t,), :., 1 , (1..) , / „.. _. ..., iy ., .0-, . .. ,-,..._ .4—, - , 4.- , cp 4.1 8 :Z IM . IVilieli. .. J` i O • 4 9 � y -, F II <__ � f' o) o 8 • i . �jaa r s' ou sdracv in o N 440 , ›-4 106 **) 1166 c t LL �• 4 kr) °° , 4- C' .,, c-1 a) &SOM te Z , t 6 o �� d • . R iver in 9 i to e . . nag IP M / 011F-*1111111111-5- ,o cn co U I a> a Cj �_ O U U .. m >, -o c Z Q O C C J i a c a> m a� 3 y m C n Z 3 a o O R O CC �4 m d m I U -0 y6 @ o w — �' 2 �' ° m rn a3 8 co N J fn H D W U J Q 2 d (n J d U U d J > > C N C N 2 � 7 _ D o N N - • 0 I + 44 CO L - +� � H u) 1 1 _�, T "P' A - 4 \ ■ 11 , r - 41 11P -1 i ll.1 7/ --) 411"/' � � Y l .% ` 1 \ At /. J \ rv } J { 0 . r - ---'\' 417 * IOW ,,) -, N c___ _.) ` ^ `` ) <,ry �o� mei T , ■ m : gyp ' cn � 0 N cs 2 m U > , a) m l. r ad i fl '.. -1 C O CO / F- AIR .- POD i / j Jr go ° -- ?2,1 . i y, 1 (-- ■ ‘''..--".j.- \ ' \ . � 4 . i , , t' Ihr O r � ( v o ti 4 *4 411, , .1 4111111.1.■ -z. o ---,I Al ►. i - 1 7 \ -W1-44 e‘• . A c/ a IF.; ".m. 4. p„,..... 4 , 4. ,,,,. ,...c,t1 0 � -. . s.,,„. -.e 4 .., ,r - __,7„ \.......‘ ..* &le: . V i 4. 4 ' '1‘, 1/, a) P 172 ., /, 4 . 41 7 ,Slek, . 40 •Pt I ; ;;*11 4 , :% ''' % " 4tN 1 '' A't - - , 42).0:1■• ler:Wif °- gi,,,`%.•-v# *bp n1.1> .6 j 1 r I� ' 1, ; ` 'a °' e 4 . ` ,, , •m . %, / ti ^l ii '-_.� / , SS 'ZO �a�.� , ' !O s�. ,r.- ..... c i U • 41 cn i� '' a�� • y am Ar • iii 1 / ..gyp ' t i ,li fr OG o a , \ j MIN �i appfribs, 1 4 Ile 0 lei N • p (7)., 0 9 4 i s 0/4,‘, ....,„ ----- v' - 'io, , -MO suosduro _`' O ..+ j d ll \ 11 ,co t�10 '1► ti �' W ' rn p S N ft \ e*** * c. 1 d � c 0 i River Z ., . r- (- Q 3 Y g 18 ( 0 co 0 W 1 LO 85 o w U~ cc Z N a =�i > F a w -_ 6 a , 0 m 1 - _ -_-_ 1 1 z O ID a � - -_ _ 11 U o 0 1 N 0 1 1 7d - _- 1 1 O B 1-:1) - - - 1 1 3 Z a0 \�� 1 z 4 ° MM. 0 a 0 �� 1 0 r Y p Y C Y d in i 1a .'11 1 6 --- j111 1 o ..__. 1 1 1 11 111111 1 1 1 I 1111 a= 80 ° 11111111 1 0._ i 1 1 0a. 1 i e a L, 1 1 1 1 1 1 1 1 1 0w n , a3 n - 3 z < g 3 Lt O o — d i.. ES N a= N HI, I� \ 0 3 o ; III I III 1 =w CD a 11111 IIIIIII ���1 1��1 ���. r 1— III J Z ' aax 1Ii e FM �I ∎I'■� O 1 1 U u ItII I IIII L� ■ - i�i� -� . I I II M u • III _ I_ N o � Z 0 Li oZ 0 N tal N Lai — III 1= III o m a CC a CO O O -I �� •Ie N N 1 �- i. Q X11. .Ih / .8 - ,l / / .0 - ,8 .L / .0 - , l 0 0 a zzo � vo a ° v cn u >- N o a. 3 2 ' 1 101 1 - o o 5 W J z o a O. 3° m _ �UJ 0 LJ B I m (_ � 0 0 ] U CO CD ax . o CE1 C • n O a i �1�1�1�111 CQ m ., g 1 1 1 1 1 1 1 1 1 1 1 : Y ° ' 1 � ' o Z 11111 0 t z 1 -) � ' o 11111111111 v = z .. LLJ 11111 m � �� oo O m 0 K p 0 ] aU a 1 14." 1 11 0 W fe 9 . 4 (1141164°" 1 45— 1 ' 0 ( �� r- ' t.D Ct r tn co U U • - o C O N a) O N N o C > , cm) L.0 O N U p N i o r/1 O — O O f0 13 'O w C� N N '2 U ce LL' (0 O '� tr a) N E 0 N N . 6 O N r `- � , C m O Y U E a > N f-- N m U (6 �f0 (0 ' X f0 'O OS (0 N p C IIIII �p M LL J (n H C W (Y CL J Q d J C.) [1 > er � �� N CD °0 I I H O — • °d, Gtr •,� : s ` G�� )�1 e tS �' . 6) 0• by • ,y � ti� — _ - ------__ GO A � K 1 a -ls Go r ° Lu �e eam __ - -- 3 ,:- V1 O .: _ ` a8 ;A a JONES RD \ � Oa, 0 ix ag) � � Q O ± AP � Od" �� , o � ti �p o ��l P\ ��' lal 04, --(,,,y i� J \ 1 y d y `o' z << G' Carters Creek ,0 � � • • O • b li �yi y ti LO ) ? y /y J W � 9 o d, \rs +O w '; �// 1 H .-- oO Ga , o o oh d y :•!i 111 V\- 4, ':„ 1,111 °4 eibe i $ N e!e 43- & bL ° • r eek • on ', • Cr Jy • `' ,:/.,,, 4 �te1. s C O 0 t �M�d CO m OCP M C ( '� J ❑ q. r l saeiO . _.. ¢ Go l s � A � � 0d 0,i, co �� n R p .• s o N o .12, CO �t ° M p • II ° a, 1 O •' V 5r a3z3 -o ,y Od O O � � ,,,F=> 'd p ». 3 o ,N i • / t‘f) E 2 . — o e. Q . ,,,ya • -f 1 f 1 7 O • .EL x .�� i a R N 6 74 , 4m) P. ,.4,2 L O �))Oy` . , °7 J E d . • � �o G T�j6 , o y ' � Y ' � ��G 7 O t-: fr. , °i `: , X0 0 ? J O � ,7 � s \ FO��� o P ` p � G� d a , a o . 4 � ' • ° 1 •�' / �' , Q „,,,-.40,,,,,,,,+ A PO � o •• 4,, z a. ‘,_* 4 ,4,„: b CZ 'II 0 'ee / • !MIMI Alr,iler , / (/) 4 .1- r?, \ Ull 2 1111115 1F1 z . • ;),_ F Q cn tZS F� .� N ' 1 j27; ' w o ) t '1,,, S/J M ` d , ” O S, , r "5> 0 � d y 0� • c4 0 2 / / m 2 614-* A L) ;I j s2 c7i ° '1) :;:';' O elle a o w O C7 z ,. � v II: i 4ittp■ 04. �.� o o; 40 fli ""C 9 A- • t , 4 a� CC W "rj z i ,,,„ 0 reviv 0 -. N 1/4) . .s- 6 , 6 1 6, -i 0 .c' * 2 , / tpNI g r • . - ' , .t 02 \ - 7 o4, Ct tr CO (S . �� M r M O y Z I QUAIL LN 1:14 ti E r 0 t dy d 6 r 1 Cn Z � O S� PO 1 �,I • r , s ' o rn Y�' O � )• c: � MPR O O ) � tao to • T 14 •• �, c'a ca s N O �� O y a, , , ..., .:,. 0.. \ m . \ ) � � o 'G w . al. .-e, _ i.-__ ;i.i „9 r- 42 ' p, N o X � - 5�� � L • v � /Z. • " - � Q s �� y O �; O } I � N p N , 3 ,, H 3 v � a M N o 2-3 o ;�I�" • S , ° p M ' a ilk ' H ' °O � �' , , w O U O Z 3 U a , c cn N ° Sc.' 5s �� 4c: ° Odd H • o k �� � �, W tL J a` i o M O b l',1���c„ c Go d I , 2, * . U ..... p o .c, d ° � cr, 1 - %; N #A4IpteM \ 4 0 J • _ /A::&4474)17,4414r ,t.%‘k. •� ` t w03 � 2 1 �+ r y N l c 38 y a rn <s, C Ni v i 4v . . . 091. i o`er 'o�> ��� p 9P�� 17\ Pill p � �O /) I x d � P � �'i,-.\ Q � 04, � � t 4 OQ? L '''-----.6 �� mO /i J � Q C O � o ` '.-- . °I ' P* N G`ee. o . 0 / 4' C•I 3AI10 h� � to �� «. * i A S I s) �oM . O r m r is) rp _0 tl) y U 0 0 Q d 45 ii) O U C a) J >. c Z o_ o C - o C C co CL 0 fY CO 0) d o ii H o ° ° a� m a E o ° _ o o a? _ m 2 ,, w _ m ED E 715 En _c 0 a E E a c cu o o > a� v Ya m R = @ E co �_ o m ° o o .) o m • O e y J 2 (n F - C D w D 0' (n J < 2 d fn J d U U d J > > CC E N C d 2 0) a> a) N 1 1 1 HDI _ •0 I + 410 0 '5 ...) 111)11 ' $g ¼ a ti fica i t 10101 J ..; _. 6....., wow I___ \ 4, „,,, 1 ,ort ids,, , iv; m Ink,, 14141 m o' b� C a . . U y 1 L. OD GL „,,,,„. y J a) — F- , AdIIIR .- , per • a 1 cd I S. \ , I 4011.4. , f M & . d & „ •4 Iii 0 - •1” ) • c • � � N A A /1 M 111111 5-C e 44 N / ♦ vl V ci �, � �� • •. cc? `O ` C am, � . / _ _ 0 / • • F s .' aSl *,,a 1 A `' 1 ��� \\ ��s <kl∎k . A do` or- :,, 6-4 40 ,4) i i i i .. .w . •••.. To ,, N r ”! fir a � � �. . Y 114 -*--\ V — r124 1 .-- 4 ' ' r-- .)%. C .) i-0.. i' i \ * AP ''-''' ' . * * N * o f .. o, .rte A.& m a • 1 y �� 4 ,.. ; 1� � � � .1r'� .�: � ' ao ♦ / _ice Q .. W J 1 :.. Al i ..: . ..� z; ,:=; , • S.,'" )5E) o 0 , !161' ` , .v� ` �� ‘ .SS 2s1 ::: ,-.441 N ._ 4 , _ a) ii, ca 44 k • . V ,t," lir ( / .* 'RI ' if,!... . ., 4 t■ sv,A\ * \ IIIP+'%---- :: , . c _s -- N.,,,, / • _ , v , E..... 4, 0 ..._ • ., lio 4\4 0 " ,.... * ik ) ,25, . • 9., • (11 g #. , ' "111 9 t or 3 4.11r IlltoPlbho 4 , r FLA. LL-5 7 09� v c I CD 5- 'WO suorduro ► F R ' *#40* o '� I,� ♦ d p, .8 c .4 4 1 I 4 iira. ■ as 1110 OP 0 0 .\--\, ,,,,--- k Ck * \,Rzve 04,, • ik. ., 1 . N r ° � 1 % 'IPh % miln 1 � I Jo('A 1 r14 ■ r ,S O o U o N N C C U N C O O U '@ l N O 8 0 7 J 2 co U d 71- ,...: a) o 0 m N (6 C o 1 11 ' e \ iiii 0 '% . 4t ,,C r:11111 • 4 4 46. $ 2111. 4 <• . r O, i . 4N, p. s., i is 4 C.4 � O R .t 1 P4 I s. .%,, CD /• o I) ,••,"'" 4, U 0 ■ al II / 0 Ct "I' =', ". :.,, \ c:4 >\\ *1111( s..% O T /1 Y vn on ca (121 ., Q ct OM p •4. a3 z3 Ct .t„.. l/ x> • Till • y N r-- ////// ' f c. i ft 8 ■ C` Q 0 r� It A �: y N . � i o N cn 7' Q apomerarr_. ,1r" 8 a H Of / utril weinS• ,, r ! c T Is ; C..;$ .� c 00 m U N O ° C c0 O O O m O co O _ O O U k r) O O O @ M d O co o o 111 / \ 0 •4.v � r $2Lii ,� . •. $2Lii °„ .r y, .0 "e9 >%i''1111%1114 I I •t' . . • 4ii i 44 de o/ / • Y r • v \ -..„,, CD e `LO it rl '% 0 III) ,.., • • • i 0 ',... II /\ r• - o C t 0 e ' " 1 0 Y L Cr) En tu .. C C v i v, `�h,, 71- b oo no r.• cu CZ: 4 . i / 4 .... al) 1 0 t i 'r ° o LC) � v tr o I ri S 0 0 0 el 4. O Q yy I mil........... @ N 0 N . / O co 7 ' A o 0 1 r: , ( 6 . g .9 O ^� CV _ O C c is ° �. U � o � Ct o o m o �' E n CD o ° I I /4 0 cu To 0 H (n N / 11:1)%40 1 \ `\ o �w CD '4, II 1 • CD '� - b„ o, H I/ 0 t6., eoz ,._ ,,,,,,..„..„. \ / - t. / • 0 C� '�i . wt �1j •,, 1 1 1, . fi . r CD o 1.1) I �� N 111 Ilk O 0 ol. ;-■ sk In • CCU / ( /) bp M V e c O by ,77 .P0 C b0 ,--1 Cl. ^ oo 0 N Lc) 1 11 r •I m M p o 0 (I:2) ,1•� a 3 z 3 Ct a IN • illii) C.,. 25 :. r- / o / aG I o c o 8 0 N Cr Q o y am y . Gil a ......•..,ra• . ..,r n 1 1 a) 1 / O ,' 8 �i.anrc�t . 1 ` 0 el 11111 -,-.-----------..------ ---- ---- ------- -- -- -/ \ z . /. • t C3) r- CO .:. . _ _, -,...„,.,.........., III # )1\k1111417111 a ,/,.. -..' .. , _ . . . , . ... . . .. . . ,. . -,.... s . ., .. . , _.. ...., . . ■ 11111. -.I < 0 1 we ILI a. I 0 IS IA v 0 .._, ,.., CO k104a 0 im, _J 10 111111111 . vi 0 I I II \ IA IV" ,.. .-- ' W 3 ' — Aft.4.• : , VP IF wi c. , , co W liir ' ob 1 ilth. , . &, - ' , (".. ',' .' . • III ,„„ pi ,.. , ...,....,„ II I , :411 ;:„ imr I A 1110 V 4, # ---' • II ,. 4 • r 1 r ......_ \ 1 ......7 \ tiritt * %% Ct..% a o o ° i F � w `' .6c0M 042 �O 0 < 1 fn h �,i z ° m U z� ti - u) a f a 0 F 1 �� R ij i � 0 D W w U a ° W � '� 00 � � Q Q O . 04 Q b ijg z 68° Iil Ow,,Wµ1 Z <O U ww C < O w iz �C9t7Z0 Q z W J w O HNN2Ua r 30 O Z >(� d o mo o O 12 x 0 Q ° ce w ,, c� JN W < z 0 O O j lo Z NzxR 2 Z O C' Q J N? N W� j 41W (� � 1 QW W mmq O ,Q W = b N . L ` N Z . `� W O 2 O a ` p I Nom° �w3 > w 1 0 O � \N/, /� _/ O � O W Z _ N � O Z WT O Z ww � p WU' U Q w � J a C° W N CZ F G U m Z j Z fn W Z O ►- {n Q 2 • Q Z z o o p c F1 F z z Z F °� Z '7-7. F o w °�° J 0 w C7 W QC� ° UZ a 8 4 1 co - - t ' ^ p ° Z r Z Z w p Q � W U) • J v 8 U o 8 E Z 9 X 00 o U 6 i a U O �[ i . CCS J 0 Z U�j U O Z O Z m _ '18 bZO O U U� - U W O Q 3 � w - 0 0 N ° Z � N j ° o f r o { m � o=N �' Li, 7 € �� O <C) Z.. U N u? CC i - i3 sgs CV V ° m W a g ,W10 U g . wg m oo , a I I O 2 8 P E M 1 Z - - L'' J O QO d a p 8w, ON O Z � ,� _cc^. 0 C7 �UZ 4 O W a ... z ° 8 0 U�� a 0 o z � ° 7; c DIE 0. 1::F) O Q O ° w z L I L t i °Y`- c ° � 1o l � 1 ^ t �' m O ! i Uw 9 E m laJZ� 0 6 +' J i k wE wV U O NOX1 m ci r`'¢ ,sk' ?zt1wo _o p • •■ CC C , 0 LLI (0Z CO z 1— II? �G _ ~ O o \ . .- � '7�, y`r.°"'. t N NNM �O 0 c0t010 O O O N N N N i Q � ,� r!' G a 0 �. , ) i tt U�, F F FF~F -. 1 - F NF- tr wO W W,riWWWwW W L Lc`I`cl cc CD 000000000 W N r , N W a CD Z p ' r 6 1 � I: f 1.. a W fil 0 5 r ,,\,., ,,,\ t ,. C f w in b p 8 VJ 3 � . O t �' L. cnZOZP 0 7 , * { y < � -..r; l �/ • (3 .tf � }�, �� ^ z W z Z Z° Z n F > 'l � ti \,� �� a r'� � � .r �,�44,<./,,,,,,,,. 0nI X0 N 9 w . Q� m Z p � � ,. <, ` he I wo rms ;P F I oo w� 6bp U NN U(n <Q otn�WC� w big i r % w. In N LU 1 cc U Z O. o w c � N� F O ° � � U N 0 � 2 z P O QZ = Z ° ZS Z i J g z y cn S z a cc J U � i,;1 �N Z Z O Z F j ai g a Z N Z Q fl 0 m N do ill V 3 0 1 3 ? 1- ~ f n z� W K W o: w z w w �� ' " a d o mu) Z I W Cn 0 a Z W Q Z_ o 0 < C9 w 0 w 0 V] i � .-I O U Q. z3 F = _ w Z a � o N N cn z c W 3 rs w z O N d ? a oho . W 2 Oj t I$� I p ° N nv H > � ` O � 3 °�� p; Z ° U Z m w U $ Di w x h N n o U � _ oW1 rW1 N .- C) P O1 ra F w U ~ � w 8� v _� yy o .,xwr:. r N ('7 '7 0 0 N m 1 0 O O O O O Qq to N N N N Z a Q W U cc O lt7 ►: K CO In l(1 N In 41 0 4 CC O N j N N N N N s N ^ N O F' CQ1 0 ° 0 U N O O O O O 8 0 w y O , 8 W W ( � j C ' - DDDM N O ill.L. 4 1 N d 0 0 0 0 0 W W w tal Z 2 x x x x w s ,* Q u o W o I -J p � 2 O _ N Z a 0= a ° O 0 w O Z _ m = U O I- q Y Y U 3 g ValV 3SV31 ,0 —,05 / o /f u 0 ZS / .0 —,8i / .0 —, l lo n / ,0 —, *l / .0 —, *l / gi a i 8 U O U 8 g N • N W 8 C3 N n -J W Q O_ C O m \ O o O N \ \ as ~\ \ �M Of HMO N 'co _1 U — N h J � 10 CC P r J Ui� Z f]O U 4 0 1 a�w a a W.ITSF-1:12.1 co fic /099.4%.Tc .. r _ _________ cr �' I N 2 ' w g in a .. a co n o to N Y i ii O \ 0 T1' a k' .Ol O '- Nz 1NDYV3SV3 Amu ,5 O 3a 1 Z w u.I CC - o .0 —,01 / .0 —,Ol / w CO W I— cn cn w J / — O U o cc O zw M 0 m '`, N W ' CO '" •d' ix -t` NCO U ►7 co I cn AO1 E co 1 C..) x z ...4 73 0 _ A , ., x aw 0.4 // iiii:T71-14 & Q N CO O _I to W a o CC N � ui q O mMN J . ..4 U' U �� N OOZ C7 O dWp�� Z 0 x 23rn�or.�rn U HHilH \ \ e . — — / 2 \ a 0 Y tV / a a N e /01 / / \ �J ._ VJ - I � \ !,_ :._ / lJ o� . y O ) < ° z . / fib/ / ��b / / , #• ���b / d S‘# 7 -/' \ i , Vl y . w ii : . X 8 \ / / V o L ;; / /I • \ o •� \ / I s�, / / / / 1 \ / ■ \ 0,, / \ \ // s�,� i / • / E V / \ , \/\ w , \< /j/ X03^N o / \ Op c 0 0 }_ / //// �Y ... / Z 3 P / l Z \ / J / / / \ / /•• / 1 / 7 , \ N. \ \ / / // / 0 ": d et. cto H r_ \ • \ o `r cog I co 1 / x / P v a , o •0 \ �xo . 74 0 \ / 047114 Z H i Q , 0 Q ° Z in M co ° O W LL C9 E J Z in .0 O Z ? s 5 U a Z 2 o Z R z_ I 0 8 m U`� 0 o w <00 ^ Lo Z N 2 5 w w n Nw Q CJ Na } Z U U La Oa ~ QZ W Z , 3r UN O — O 2 a?W g % p O '�` ZY V � � �y 5 re 7 j 40 ? � J O ° 0 E }} ONZ Q } - 2 � v OZ z �� U� U p z o o ° Z t r � 2 < pZ �L M NW N 3 0Q I VY Z N 11 cc CC W P ° N oa ° 8 ob g T g ,,„, - _ amp o UUo — w V _ N d 6 Al f - Z prti --- 8 2 � N ad e a 7 ,„+I- N N Z O t N 2 O co in ° N it o Q % p U CO .411 a , . ' 11 0 1114 : c. 4 tD 0 4 0 4 0 0 r ,' Ct w J W • cr • Cn • ' '• 0 \,,,,,,,,, (X rw �r f r, \ a II co ° g . ii .'46'. ; . Izi ii ' 0 1 *I 0 o rn • ...- — -..., — ,willitra, <Y EM I 0 O ° ^an, , � , � I W Irl in ,i0 N N. M !n Q n I O D O N II- v Y W JJ N j ' .fC°1 ww Q C 1 � CS t I 0 O ° 8� O o Q. Q. Lll w • °�s�p ° •• CC ~ N 0 Lu 'o N 0 0 0 ( 3 ;f 0 0 0 0 - . : 0 t4c-.■,. :2s 0 - ,,,, , .- - In to +, 6Np „ , °may N N sm + de s CO I .ha M w g W co g, ,,A, O r2 el. E r.t` -1 O I co � O I C QE"�O aD co ZC rr .4'�Z� 9i A2 _ C. I C) •� 2 _ , r1' • 4 .• // C ITI:1 4 d 0, r� Cn 2 � J O a Cn GO m (1) 0 D J It) 0 —GG77 W a o i 0 J J a ti IIiI - - 0 11 - Z o A_ 0 co O o 1 z 1I1 __ r -- W S Lrt' _ ®T® • Ff. .. 0 C I I _� $ o II S c� ?r U )) }} K.) 2 m m f O O \-- _ _ $a CL U' D -I u - = f a = - - _ - - - -- oW W y oa - -- B 00 u 3 m W 7 a3 = H a n Z i y Li 0 p V L N 0 6 N N IIII =� w _ w J � ' x Im ° -11. 1= III a = WC D i�� N c 11111.Alllll , J � Z �� am u••I I��1 ���� m _ III I. �I�I� - o Mtg.". �������.I i��I r� II III Q Q X -11 H N W II II °• III oZ o 0 < 0 0 IIII II m N Q �Ik *M. .II. / .8 - , l / / .0 - .8 .L / .0 -, l / W 0 0 z5 oW WV) - Q N co h O o a i :Ij \1'111111 o N a a 3 vI � 1 j 1 p o a H 0 p—Nz a $� s zW G 0°W ^n �J 0 — 0 0 } ;i'. • NI• _ �,. of • n �o �� I ''i 0 CO Z 1- F -I co W 1 1111111111111111111 _ x z i o �: z z ' ■ .. 1 E •°D OOE- .4 ►- .3 h a2: 0w c� 2.. _. ts 3 •• I vi . . U 0 o uNi o A i o n aN N E IL O h g U cni o ? ce 2 '-' O z ° < z Q �LXo o o a a °ad � - S w N o� � Z <o U LL L_ o z O 0 0 , g z L. 1 (n �� Ii > W m d�� C� o � � LA- °W O 3 ° o SC C7 0 p F o °� a W - ° oN li. 1 z x Z z1Udy o 0 0 ° z R 0 Q �oz o� t') q W < cn o c ° i w fn gMo o w w ° v�`'z a ` � mo p w \ LLJ a U ' °� ` " w a 1WZ 0 W o ' asr / ° Q N�0 w W > 3 W I (110 O O Q M1 zi W p Z I n N U m Z W a 2 C7 = Z v O W 0 V d ° '-i• 0 �? a = WN O O = W ° � Z g z o a) ° c v p ° y J , 8 p a °o ° w F a "� o z o al U 3 zw � CI v ° /� '^ 0 w C9 U C9 ° VZ ii I v'o w' el `' C13 lij LO LU 0 < 8 O J - 5 w " W CC N F— N c1 0 6 g N o °o tom ^ 0 3 " � � g U Z N 7 S _ o w oa � o m Q F WF o rn ° UO p S = 1 oa, Z J -5 pQ O� 8°3 8 - O N OZ ° �aJ 1 g° o m W L-U qii 0 W �< < U � I �O z �0 (.7 C 7 Z CO O / Q � ww � zz Wr � il z < g m o o 1- i il O O Oo 7Z � U' � h h I I I z N ` W JW 0 W B H li SI J Z N p 1 " C) mu W Su FLeeJd + - H Q B C 1:3) ' 0m 11 • • • ■m W T . — gY CI) ili IC wz ce X ix) Q ° r� m 7 z ill ,r, fff \ w cel CO 0 D CL ° lllllll� w ' , �. '*' � --12--\ N N M N Ol O N M � � � � '° / ^"\ { j ( / 000 -�NNNN W Vr n' - ,✓� ,r' , a � a aaaaaaaa N " m 000000000 V♦ - . 5 ,4" �� ° , a co e, :y f: a s Z 0 . M - Off\ w � � ,r ��/� ow = 'U cr W g am '. > > _ ./ T jl - 0,1 - 1 1- 4 2 H - § 0 < Y 7 `;. \� ` > s' ' Q "� o 6 o w Y r < , >, { \, ' ma , p Z m° z 0 o O w N P4 L a 1 Lu L v i o o 2 m � Gl C. ��' ',e,„- = . 7 '�.. n l;, ZO O�U O UP O o a y d 0 V ? J� i )‘ . \ ZW zzzo lj O � f = O I < p a �z Y F BOO ', V r 2 6°_,m8 ( �U` Pffi UJ 41 �� N a� Qf�N � (9 o CC 15 _ w g n c < v N y 111 aaaaa ° O � cc °w O O N z W 03Q m Z Z r a. cc ~ mcn - O m tl2 O E 5 0 ¢�i Z 0 0 O E Z O z a b U � Z �' w m o w N v ° U � 3 • z W z z� w � w g ° z N Z o igog W m j N. M 0 a mw W W "g o w CC W w o 't I- 2 W 2= S vt 0 - 1- — w z w w L� O my) a z zo Z W - J w Q _ O w v Q N c ? w c� N Vl ., a m . 1 Z' t,-; z3 F co ,--1 � w z p ° y N wa �`' 3 < rn o z W S g 0> �U i I g r o 1 0 LI 4. w. N M ° D Cl -1> Z Z J 0 m r . ' ° Z p N • F 00 •.,) , 1 V iiii n N M O U O r z Z p ; U � ° W 8 z ..� � E� G*1 ci 0 Z ^0 b PO 0) a uJ , < S w w Q Q ��z CD U I O S O U 2 V V) �px I U z 8�8 o c W�xaw 000 84 N U 0 t!) to N In to J �' 0 M W 0 0 0 0 0 F- W S �� t•� 3 j N N N N N . N N a, 8 0 U �� IL'' p pp eT 0 p 0 0 0 et a' 'V ZZ Q w < ° 5 W 0 p 0 N U Z cmiTzg d g 0 y 3 » > g o y & 00000 W N 0 W� a 52222 �� o A 6 i a V) N (I) 0 Li N W a o w V) X no UO�N D D (3 nin0�Z 0 o 2 d ° m co `O ID a U $O2NNM I �O ea-a.2`4 wo ooZwO a a 2 0 to 22 z o a 000 _i0 \ N 41* / \ / / 4 a N 0 g Y ? �a /. / \ as \ i ! 1 ! /*/ / / / _ 6 N in / \ O� n \ 0 H S l � o O O / � O V'/ - <Z ----- / / / / / /004, / ** b 4114 ,. 1 L / ,* , 21 I 4 , �' 1 „ 4„; . L / , ° . r — � / / / �_ as .2 8 . \ g ■ .40, . / \ \ // s /2/� i / / ) X _ / / E V / _. T , // / �'__ -- � �� / / / wi / /// c�2Q` / / / N ct \ C/ / / // / O a \ // j IIIIIr / 0 r N Z \\ / / Y ^ / Z / / ` / m Vn N_, /\( / / ■ /// // / / \\ /// / / // CV \ \ / Wod, \ \ / / . ; \ .� `xLLf / ► i ■ \ / / / ' 041:1141 c a a c o w 0 1 J a c O _ N O a Q Q O D D 7 (0 W 0 Z co S o W O I- > U U 3 V321Y 3Sd31 ,0 —,OS 1 . ? / / II 8 .0 —,8* ,0 —, l . co M U "CO U g ' a 8 �3 p w O y o k+ , } Q 77 N N o � UO N p S ,, 8 n. CO C0 O - Z N N OQ 1 \ \ � \ \ \ c0 ° n os n OW 0i I N lb U N h ■ '� o n`o�°'a W J • ' • ▪ .., 4.. r . . ' • . ", 00 ,2O 1 — w a e0o -1 ci cr ' a c ? 7 , t • i ;i • •� Y I a a 00 t • op X O 1 in -' a as o p • s IVI \ ■ ■ a3Td a �n \ w ID 1 In CA MI:!I lo yR} in I OS \ I N w v) O U 0 1 srA CI- g CZ -�� - }� 1 r • 3 v N y OTv~iZ �MCy�sd3 anon ,g O 3 a wW / ,0 —,On ,0 —,OZ 'Y — m N / _ J O U Z W C7 LC CN) ti I co co CO I Cat - . • -4 C M CO I z �o ..o, d' V �Ox �.1x11.Gz. I P i 7 7 4 0 0 II4 Z ,;I i Q O w c� g O a 0 d i Z 2 0 o o w 9 Z r 1 0 Z g Z 0 z F — > 0 8 w ° ,7_- z _ i MWw 7 v ~ ) LJ ^ "' 0 za O� a z2M OU a w J tn z a -/ZZ { 1 1_ 3 N W - W ° v Ill La- "et m WN Z ° OO N 0. z N �O ° F " �� Q '� S z Z ° t�2 I.T ° 0 3 v � � M � W w nl 3 o0 a N� ZO II cr N O LJ O On a LI =E V � N F- f (.7) 8 Q " � � Q. z O �o a �� "' 8 25 LowD ci ■ G O O F Z +�', �� ° NN arc)_ O fn M , :` &♦ 0 z NN S 8 2 2 - 0 N Z �! e + .y .�� E2 ?L -- �ri Es 8 ° mom i • D W in H H H N z 8 t co tri 1 3 o/ Q 0 • ii o o vow if RS 0 _w J - � 11 (11) 0 ll>11( CO • • . . . . . . • . ,,,„ N \ 1 ; • .y 8 d I + 1 1 _ _ _..., — ,4,,,,Aq 1 O 1 , . 8 rr.1 tx� 11 ^ II tai CO a ^ • fl Na M t1i a n CC OW N N vN Y r 8 � I ' ► O o ~ > Oli � ° az, Z Z W 1 ° - - - - - - --•— 1 ° . —I N uj o I Q , 0 0:: k (D 0 (n 0 (3 4 ., 7 Q 0 0 0 0 m 1 • • in to co s II sr + lI labs CO r W N �� W �e O Cl CV v F I O I 47 W I p O I Z U2 O - cO m. 0.. VI z CV ''RAJA .••1 x a fir r P -• - // ..4 1:' ,:* ,-7,,,, 0,;,, C1111111:11114 mJ 500 FT N y C .1 / C -1 EXISTING FIRE / \ HYDRANT, / / F 385 FT FROM TOWER CENTER / EXISTING FIRE HYDRANT, 240 FT RADIUS � \ 235 FT FROM \ �s / \ \ TOWER CENTER (3X TOWER H_ EIGHT C 1 \ 160 FT RADIUS (2X TOWER HEIGHT, PROPOSED 5' UTILITY ESM N'T \ COMPASS BANK / \ / 3 STY- BR 1 jRI N:10207907.4'I GRID 8& IUS / Lp 6 361.15 LATI DE: 30' ( T R / #30.2484" ONGITUDE: —96 GRND. / \ I I /LEV.: 284.8 \ R -2 o � LOT J.. BLOCK 2, OF \ BRENP"D SECTION 4, RESUBDMS ON GREA TEXAS FEDERAL CREDIT UNION VOL 2483, PG. 253 B.C.O.P.R \ \ \\ I LOT 1R -1, BLOCK 2. OF ' I I C"1 \ \ BRENTWOOD SECTION 4, RESUBDMSION I \� \ R Ift S LEASING \ VOL 1840, PG. 37 B.C.O.P.R. y 10 F I PROP NGULAR 11'- 5"x20 kHELT�R \ s N �Gt \ 3R -1, BLOCK j 4. MSfON AdcG WILLIAMS FAMILY L D �� O VOL 3644, PG. B.C.O.P.Ii.�IJ Nm C_1 �h P -1 +s \ �S 0 �O � C -1 innov mvE rmcunaa:v:ncz i>ci: n Ashford Crossing II 1880 S. Dairy Ashford, Suite # 425 Houston, Texas 77077 Tel : (832) 327 -0701 Fax : (832) 327 -0706 EXISTING BUILDING SCALE: 1 " = 50' -0" BRENTWOOD (573) HOU- 1004 -2055 111 SOUTHWEST PARKWAY COLLEGE STATION, TX 77840 6 1 5 1 4 EXIS ING 15' UTILITY EASEMENT C-1 LOT 1, BLOCK 1. OF BRENTWOOD SECTION 4, RESUBDMSION RIPPLING SE L.P. VOL 3810, PG. 233 B.C.O.P.R. / Q // _ O N EXISTING FIRE HYDRANT, 210 FT FROM TOWER CENTER C-1 cin u ar WIRELESS PROPOSED 80' A.G.L. STEALTH FLAGPOLE PROPOSED TOWER CENTER GRID N:10207907.41 GRID E:3562361.15 LATITUDE: 30'36'30.2484" LONGITUDE: -96 ' GRND. ELEV.: 285.30' EXISTING CONCRETE / DRIVEWAY & 20' WIDE ACCESS EASEMENT EXISTING FIRELAN E, MARKED WITH RED PAINTED CURBS, BOTH SIDES OF DRIVEWAY PROPOSED 8' HT. WOOD FENCE EXISTING FIRELANE MARKED WITH RED PAINTP CURBS, BOTH SIDES 0 DRIVEWAY A Q Q� - Q= Q C 11/17/05 B 10/10/05 A 08/30/05 N0. DATE SCALE: AS SHOWN w LEGEND: PROPERTY LINE -- -- PROPERTY LEASE EASEMENT LINE ---- - - - - -- EASEMENT LINE TOWER BASE LATITUDE: N30' -36'- 29.9" LONGITUDE: W96 ° -18'- 31.0" (PER NORTH AMERICAN DATUM OF 1983) ELEVATION: 284.8'± (PER NAVD OF 1988) PROPERTY LEGAL DESCRIPTION: BEING A 0.0517 ACRE (2250 SQUARE FEET) TRACT OF LAND SITUATED IN THE LOT 3R -1, IN BLOCK 2, OF BRENTWOOD SECTION 4, RESUBDIVISION, RECORDED IN VOLUME 1810, PAGE 283, OF THE OFFICIAL PUBLIC RECORDS, BRAZOS COUNTY, TEXAS, AND BEING A PART OF AND OUT OF THAT CERTAIN CALLED 0.803 ACRES TRACT AS DESCRIBED IN CONVEYANCE TO A&%G `mLL1 FAMILY PARTNERS, LTD. AND RECORDED IN VOLUME 3644, PAGE 329. PROPERTY ADDRESS: 111 SOUTHWEST PARKWAY E COLLEGE STATION, TEXAS 77840 C CINGULAR WIRELESS ONE WEST LOOP SOUTH, SUITE 300 HOUSTON, TEXAS 77027 713 - 553 -2215 CONTACT: SHAWNDRIEA THOMPSON PROPERTY OWNER: A &G WILLIAMS FAMILY PARTNERS LTD 111 SOUTHWEST PKWY E COLLEGE ,STATION, TX 77840 -- 4661 979 - 777 -1804 CONTACT: LORI WILLIAMS ENGINEER: INNOVATIVE ENGINEERING DESIGN, INC. ASHFORD CROSSING II 1880 S. DAIRY ASHFORD, SUITE 425 HOUSTON, TEXAS 77077 832 - 327 -0701 CONTACT: JOESPH ABBOUD, P.E. FLOOD INFORMATION: B THE TOWER SITE IS LOCATED WITHIN FLOOD ZONE "X" ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 48041 CO144C, REVISED JULY 2, 1992. ZONING PLAN TED JOB NUMBER DRAWING NUMBER REV 04- 080 -0017 HOU -1004- 2055 -02 C 11 x 17 B SIZE PSC= ©s_% 11 q DO moo REVISED PER CITY COMMENTS KTG JSA JSA ' *: •• REVISED PER CITY COMMENTS KTG JSA JSA I , ...:................:... $.. JOSEPH S. ISSUED FOR ZONING AND REVIEW DG KTG JSA w i •,• 69894 f��� ��0 NSE� •rte% REVISIONS BY CHK pp'D' DESIGNED BY: KTG CHECKED BY: JSA NOU 1 2005 2 ZONING PLAN TED JOB NUMBER DRAWING NUMBER REV 04- 080 -0017 HOU -1004- 2055 -02 C 11 x 17 B SIZE PSC= ©s_% 11 q DO PROPOSED CINGULAR UTILITY RACK W/ 200A METER & DISCONNECT PROPOSED TELCO ENCLOSURE MATCH EXISTING PAVEMENT s :- o i : 1 ExisnNC NCRETE PAVEMENT IC EXISTING a TRANSFORMER ° Q a o o ° ° 0 a m ry U U 0 U ,• •, C) °` • � e X a; a e•;, i _ a < a < 0 o p ° a p innova`w�C �nG:n�C�:nG BRENTWOOD (573) D'iicn HOU- 1004 -2055 Ashford Crossing II 111 SOUTHWEST PARKWAY 1880 S. Dairy Ashford Suite # 425 COLLEGE STATION, TX 77840 Houston, Texas 77077 Tel : (832) 327 -0701 Fax : (832) 327 -0706 6 1 5 ( 4 PROPOSED CONCRETE DRIVE = PROPOSED 12' DOUBLE r1ATC p o Q PROPOSED 8' TALL WOOD FENCE N .S PROPOSED CONCRETE STOOP PROPOSED CINGULAR 11' -5")%,20'-0 it SHELTER PROPOSED WAVEGUIDE BRIDGE TYP. MIN. 4' APART 0 G�� GA os EXISTING � CONCRETE PAVEMENT Xicingular WIRELESS CITY OF COLLEGE STATION LANDSCAPING LEGEND & LANDSCAPING POINTS CALCULATIONS SYMBOL SIZE NAME & TYPE P OI NT ' QUANTITY VALUE I POINTS WAXLEAF LIGUSTRUM 7 75 I 450 (LIGUSTRUM TEXANUM) C ° 5 GALLON SHRUB 35 10 350 TOTAL= 800 STREETSCAPE NOT REQUIRED POINTS PER PROJECT AREA 2250 SQ FT. OF SITE AREA 2250/1000 X 30 = 68 POINTS < 800 (MIN) TOTAL POINTS REQUIRED 800 TOTAL POINTS PROPOSED 800 LANDSCAPING NOTE: 1. SOD DAMAGED OR REMOVED DURING CONSTRUCTION SHOULD BE REPLACED TO ORIGINAL CONDITIONS. IRRIGATION SPRINKLER B NOTES: 1, IN ACCORDANCE WITH CITY OF COLLEGE STATION DEVELOPMENT CODE, ALL NEW PLANTING MUST BE SERVED BY AN AUTOMATIC SPRINKLER SYSTEM. SYSTEM IS TO BE INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. 2. IRRIGATION SYSTEM SHALL BE :DESIGNED AND PERMITTED, AS REQUIRED BY INSTALLER. 3. SYSTEM WILL UTILIZE EXISTING OWNER'S (WILLIAMS LUBE KING) WATER METER, NO NEW WAFER METER IS REQUIRED. 4. INSTALLER TO VERIFY EXSTENCE OF CITY APPROVED BACKFLOW PREVENTION DEVICE. IF ONE IS NOT INSTALLED, INSTALLER MUST PROVIDE AND INSTALL ONE. LANDSCAPE PLAN SCALE: 1 " = 5' -0" A LIVE OAK TREE 1.5" TO 2" (QUERCUS VIRGINIANA) CALIPER CANOPY TREE CINGULAR WIRELESS LANDSCAPE PLAN IED JOB NUMBER DRAWING NUMBER REV 04- 080 -0017 HOU- 1004 - 2055 -05 C 11 x 17 "B" B SIZE PSC= t��c ° *= ••• '•yt, � ° JOSEPH • S.•ABBOU D !f �'• • 69894 • • < +t ��F �� NSE�•'���.� ow N O V 2005 C 11/17/05 REVISED PER CITY COMMENTS KTG JSA JSA B 10/10/05 REVISED PER CITY COMMENTS KTG JSA JSA A 08/30/05 ISSUED FOR ZONING AND REVIEW DG KTG JSA N0. DATE REVISIONS BY CHK pp SCALE: AS SHOWN DESIGNED BY: KTG ] CHECKED BY: JSA 3 2 LIVE OAK TREE 1.5" TO 2" (QUERCUS VIRGINIANA) CALIPER CANOPY TREE CINGULAR WIRELESS LANDSCAPE PLAN IED JOB NUMBER DRAWING NUMBER REV 04- 080 -0017 HOU- 1004 - 2055 -05 C 11 x 17 "B" B SIZE PSC= t��c N am 9 S qL �O �J GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. Ellis Surveying Services 8419 Emmett F. Lowry Expy. Suite 108 Texas City, TX 77591 Tel. (409) 938 -8700 Fax (409) 938 8706 ) N 200 x , a \ \ U GREATER TEXAS FEDERAL CREDIT UNION x \ I 2asse VOL 2483, PG. 253 B.C.O.P.R. MAO 1 GRID N:1 G207907.41 GRID E:3562361.15 LATITUDE: 30'30' 30.2484" LONGITUDE: —96' 18'31.3464" E ��;' • 284 8' A l \ 25' UTIL ESMT. ' CLEAN OUT' x / x� UNDERGROUND > LOCATION UNKN 15' UTIL ESMT. • Xg� X ,20.. s, \ \ x 4� a X 00, ry,\ i R a i LEASING FG. 37 B.C.O.P.R. g ��� SITE oo xU m R93 ` 2,250 S0. FT 2e+.n x '�c•� \\ \\ �/ x• 0.0517 AC ry �? s x h I S h x w� X � a •O s.ss d ze � • ue �. l 1a 2 xiBi.3I x�' I xzaaze s xa om�i ir'� /e ;a 74 1G ss' .06 x0. pN si � x C �x x CLEAN OUT: I N t "7 UNDERGROUNr 4"M w cur a ca+c. 0 n O . SITE NAME: BRENTWOOD SITE No: 573 111 SOUTHWEST PARKWAY EAST COLLEGE STATION, BRAZOS COUNTY, TX 77840 O ff'? O Q Q� _ / _-Q q �F S oIIege �tati o Cem , Bee Creek Park VICINITY MAP (NOT TO SCALE) THENCE North 40'22'35" East a distance of 27.63 feet to a point for corner; GENERAL NOTES : True North 1) Tower coordinates based oh NAD83 (CORS96) Texas Zone determined ��z State Plane Coordinate System, Central as THENCE North 42'05'21" East a distance of 20.01 feel to the PLACE OF BEGINNING. by GPS Static Survey processed by NGS "OPUS". PARENT TRACT 2) Sh elevations are orthographic based on GeoidO3 Basis of 3) All shown bearings referenced to Grid North, Texas metes and bounds as follows; Lot 3R -1, in Block 2, of Brentwood Section 4, Resubdivision, Recorded in Volume 1810, Page Texas, being that certain called Q� _Coor -- 4) This is an aboveground survey. The uridergroorid- utilities; - COMMENCING at o found "X" in concrete at the most Easterly corner of said Lot 3R -1; M North 283, of the Official Public Records of Brazos County, and 0.803 acres tract as described in conveyance to A&G Williams Family Partners, LTD. and County, Texas. utility companies and /or above ground markers, and th be CINGULAR LEASE SITE locations should be considered approximate. There may additional underground hazards not shown on this drawing, BRENTWOOD SITE NO, 573 recorded in Volume 3644, Page 329, of the Official Public Records of Brazos BEING a 0.0517 acre (2250 square feet) tract of land situated in the Lot 3R -1, in Block 2, the Official prior any Texas One —Call (1- 800 -245 -4545) to mark onsite OH Declination underground utilities /hazards. UNDERGROUND L Public Records, Brazos County, Texas, and being a pare of and 0.803 tract as described in conveyance to A &G - 4illiams Family Partners, LTD. and 5)By graphical plotting only this site is located in Flood (FIRM) 4,31 acres recorded in Volume 3644, Page 329, said 0.0517 acre parcel being more fully described by GE THENCE North 49'37'25" West a distance metes and bounds as follows', No. 48041 CO'144 C doted 07- 02 -92. "Abstract Certificate BARTH 6) Abstract information provided by by Texas Abstract Services control No. 10381A" prepared RI Q •��� IFS B,f, dated Jan. 10, 2005. THENCE North 49'24'34" West a distance THENCE South 40'22'35" West a distance of 47.67 feet to a point; � Q\ ��c. Ftic�c� THENCE North 49'37'25" West a distance of 19.22 feet to the Place Of Beginning of the MANHO` Gam' THENCE North 40'35'26" East a distance of 50.00 feet to a point for corner; THENCE South 4935'26" West a distance of 50.00 feet to a 5/8" iron rod set for the West METES AND BOUNDS DESCRIPTION Par AR corner of the tract herein described; WATER VALVE � WV 1 SUPS ORT STRUCTURE INFORMATION METER FIRE HYDRANT corner of the tract herein described; CINGULAR 20' ACCESS „ Eas THENCE North -40'35'26" East a distance °of 50.00 feet to a 5/8 Iron rod set for the E ast 0 o 1 A T v � ! N ,bsolu {e Tip AGL (abo. gr,..�nd le vel) _ corner of the tract herein described - BRENTWOOD SITE NO. 573 G , THENCE North 49'24'34" West a distance of 45.00 fee". to the. PLACE OF BEGINNING. ,., S'� METER BEING a 0.0785 acre (3417 square feet) tract of land situated in Lot 3R -1, in Block 2, of 283, of the Official 4F S, 10 Ftic� Centerline Support Structure Long. 966 Brentwood Section 4, Resubdivision, Recorded in Volume 1810, Page Brazos County, Texas, and being a part of and out of that certain called PEDESTAL VAULT M Tel Vault Public Records of and 1329 conveyance Williams Family by OVERHEAD LINE OT cel be ng ore fully described acre parcel recorded d d in Volume 3644, Page 0.0785A UT FIBRE OPTIC CABLE metes and bounds as follows; ti F � PIPELINE MARKER __V_ BEGINNING at a found "X" in concrete at the most Easterly corner of said Lot 3R -1; � PROPERTY MARKER O THENCE North 49'30'05" West a distance of 143.52 feet to a point for corner; S ground and is rect to the best of my THENCE South 40'22'35" West a distance of 47.67 feet to a point for corner; Vhreby belief. ABBREVIATIONs THENCE South 49'37'25" East a distance of 20.00 feet to a point for corner; O ff'? O Q Q� _ / _-Q q �F S oIIege �tati o Cem , Bee Creek Park VICINITY MAP (NOT TO SCALE) THENCE North 40'22'35" East a distance of 27.63 feet to a point for corner; GENERAL NOTES : THENCE South 49'30'05" East a distance of. 122.92 feet to a point for corner; 1) Tower coordinates based oh NAD83 (CORS96) Texas Zone determined State Plane Coordinate System, Central as THENCE North 42'05'21" East a distance of 20.01 feel to the PLACE OF BEGINNING. by GPS Static Survey processed by NGS "OPUS". Bearing: Grid North Texas State Plane Coordinate System, NAD83, Central Zone. 2) Sh elevations are orthographic based on GeoidO3 Basis of 3) All shown bearings referenced to Grid North, Texas metes and bounds as follows; Stat Plane _Sys tem NAD83, Texas Central Zone. - ELECTRIC _Coor -- 4) This is an aboveground survey. The uridergroorid- utilities; - COMMENCING at o found "X" in concrete at the most Easterly corner of said Lot 3R -1; if shown, are based on information provided by various METES AND BOUNDS DESCRIPTION utility companies and /or above ground markers, and th be CINGULAR LEASE SITE locations should be considered approximate. There may additional underground hazards not shown on this drawing, BRENTWOOD SITE NO, 573 to excavation the owner /contractor must contact BEING a 0.0517 acre (2250 square feet) tract of land situated in the Lot 3R -1, in Block 2, the Official prior any Texas One —Call (1- 800 -245 -4545) to mark onsite OH of Brentwood Section 4, Resubdivision, Recorded in Volume 1810, Page 283, of out of that certain called underground utilities /hazards. UNDERGROUND L Public Records, Brazos County, Texas, and being a pare of and 0.803 tract as described in conveyance to A &G - 4illiams Family Partners, LTD. and 5)By graphical plotting only this site is located in Flood (FIRM) of 47.67 feet to a point; acres recorded in Volume 3644, Page 329, said 0.0517 acre parcel being more fully described by Zone "X" according ,to FLOOD INSURANCE RATE MAP THENCE North 49'37'25" West a distance metes and bounds as follows', No. 48041 CO'144 C doted 07- 02 -92. "Abstract Certificate „ „ of said Lot 3R -1; COMMENCING at a found X in concrete at the most Easterly corner 6) Abstract information provided by by Texas Abstract Services control No. 10381A" prepared of 50.00 feet to a point for corner; THENCE North 49'30'05" West a distance of 143.52 feet to a point; dated Jan. 10, 2005. THENCE North 49'24'34" West a distance THENCE South 40'22'35" West a distance of 47.67 feet to a point; SAN SEWER THENCE North 49'37'25" West a distance of 19.22 feet to the Place Of Beginning of the MANHO` tract herein described; THENCE North 40'35'26" East a distance of 50.00 feet to a point for corner; THENCE South 4935'26" West a distance of 50.00 feet to a 5/8" iron rod set for the West o C.Q. THENCE South 49'24'34 East a distance corner of the tract herein described; WATER VALVE � WV THENCE South 49'24'34" East a distance of 45.00 feet to a 5/8" iron rod set for the South SUPS ORT STRUCTURE INFORMATION METER FIRE HYDRANT corner of the tract herein described; „ Eas THENCE North -40'35'26" East a distance °of 50.00 feet to a 5/8 Iron rod set for the E ast 0 o 1 A T v � ! N ,bsolu {e Tip AGL (abo. gr,..�nd le vel) _ corner of the tract herein described - Support Structure Tip AGL NA E2 GM THENCE North 49'24'34" West a distance of 45.00 fee". to the. PLACE OF BEGINNING. Antenna Tip - NA Ground Elevation AMSL 284.8' METER Basis Bearing: Grid North Texas State Plane Coordirrite System, NAD83, Central Zone. Centerline Support Structure Lat. 30'36'30.2484 "N of Centerline Support Structure Long. 966 METES AND BOUNDS DESCRIPTION 0NGULAR 5' UTILITY EASEMENT BRENTWOOD SITE NO. 573 P 5 *`-s A cin I wRLa=r B 3 -02 -05 A 2 -18 -05 N0. DATE SCALE: AS SHOWN BEING a 0.0058 acre (250 square feet) tract of land situated in the Lot 3R -1, in Block 2, 1810, Page 283, of the Official LEGEN FENCES of Brentwood Section 4, Resubdivision, Recorded in Volume Texas, being a part of and out of that certain called BARBED WI RE Public Records, Brazos County, and 0.803 acres tract as described in conveyance to A &G Williams Family Partners, LTD. and fully described by CHAIN LINK _ recorded in Volume 3544, Page 329, said 0.0058 acr:,- parcel being more WOOD metes and bounds as follows; ELECTRIC -p-PP COMMENCING at o found "X" in concrete at the most Easterly corner of said Lot 3R -1; POWER POLE LIGHT POLE LP Box ❑ EB THENCE North 49'30'05 West a distance of 143.52 f.:et to a point; OVERHEAD ,,,,, OH UNDERGROUND L UGE THENCE South 4922'35" West a distance of 47.67 feet to a point; OVERHEAD POWER & TELEPHONE OE /OT THENCE North 49'37'25" West a distance of 19.22 fe ' to the Place ` "f Beginning of the STORM SEWER tract herein described: THENCE South 40'35'26" West a distance of 50.00 feet to a point for corner; CULVERT MANHOLE 0 MH THENCE North 49'24'34" West a distance of 5.01 feel to a point for corner: SAN SEWER MANHO` 0 MH THENCE North 40'35'26" East a distance of 50.00 feet to a point for corner; CLEANOUT o C.Q. THENCE South 49'24'34 East a distance of 5.01 feet to the PLACE OF BEGINNING. WATER VALVE � WV Basis of Bearing: Grid North Texas State Plane Coordinate System, NAD83, Central Zone METER FIRE HYDRANT ® WM - FH GAS ID GV VALVE E2 GM METER TELEPHONE p Tel Ped PEDESTAL VAULT M Tel Vault OVERHEAD LINE OT UNDERGROUND LINE UT FIBRE OPTIC CABLE FO PIPELINE MARKER __V_ 1, the undersigned, a Registered Professional Land Surveyor of the PROPERTY MARKER O State of Texas, ertify that th is survey was made on the knowledge and ground and is rect to the best of my Vhreby belief. ABBREVIATIONs ABOVE MEAN SEA LEVEL AMSL ABOVE GROUND LEVEL AGL - NORTH AMERICAN DATUM NAD obert D Ellis NORTH AMERICAN VERTICAL DATUM NAVO Tx. Reg. No. 4006 ADDED UTILITY ESMT ISSUED FOR FINAL REVISIONS DESIGNED BY: I OF CINGULAR WIRELESS G►5li 111 CINGULAR WIRELESS 1001 NORTH LOOP WEST ROBERT D. ELLIS SUITE 500 ' GW RE RE . � HOUSTON. Tx 77027 `9 A 400 6 P; �• 713 - 553 -2215 a PESS\ o ?�� GW RE RE N�'•• • •' R) �j�. SUR DRAWING NUMBER BY CHK PP' 1411 BRENTWOOD •o I DRAWN BY: GW t • rZ.NI vb A 5 PROJECT INFORMATION ■ SCOPE OF WORK: INSTALLATION OF NEW SHELTER & TELECOMMUNICATIONS EQUIPMENT cin ular SITE ADDRESS: 111 SOUTHWEST PARKWAY E. WIRELESS COLLEGE STATION, TEXAS 77840 LATITUDE: N 30° 36' 29.9" LONGITUDE: W 96' 18' 31.0" GROUND ELEV.: 284.8' JURISDICTION: BRAZOS COUNTY PROPOSED USE: TELECOMMUNICATIONS FACILITY LEGAL DESCRIPTION OF SITE: LOT 3R -1, IN BLOCK 2, OF BRENTWOOD SECTION VOLUME 1810, PAGE 283, OF THE OFFICIAL PUBLIC 4, RESUBDIVISION, RECORDED IN RECORDS OF BRAZOS COUNTY, SITE NUMBER: H0U=1 004=205wo TEXAS AND BEING THAT CERTAIN CALLED 0.803 ACRES TRACT AS DESCRIBED IN CONVEYANCE TO A &G WILLIAMS FAMILY PARTNERS, LTD. AND RECORDED IN VOLUME 3644, PAGE 329, OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS ST0030 SITE OWNER INFORMATION: A &W WILLIAMS FAMILY PARTNERS LTD. CONTACT NAME: LORI WILLIAMS OWNER STREET ADDRESS: CITY, STATE, ZIP: 111 SOUTHWEST PKWY E COLLEGE STATION,TX 77840 -4661 SI NAME BRENTWOOD `f5 ' 73 PHONE NUMBER: (979) 777 -1804 - e DRAWING INDEX REV VICINITY MAP APPLICABLE BUILDING CODES AND STANDARDS 1004 - 2055 -01 TITLE SHEET B DIRECTION SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE- NATIONAL, STATE, AND LOCAL 1004- 2055 -02 ZONING PLAN B TAKE 1 -610 NORTH, TO HWY 290. GO HWY. 290 NORTH 42 MILES TO HWY 6. GO HWY 6 40 MILES TO TEXAS CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDI'�TION (AHJ) FOR THE. LOCATION. 1004-2055-03 ENLARGED SITE PLAN B AVENUE TAKE TEXAS AVENUE 1.3 MILES TO SOUTHWEST PARKWAY. TURN RIGHT (EAST) ON SOUTHWEST PARKWAY, THE EDITION OF THE AHJ ADOPTEC CODES AND STANDARDS IN EFFECT ON THE DATE OF LUBE KING IS ON LEFT HAND SIDE OF STREET. CONTRACT AWARD SHALL GOVERN HE DESIGN. 1004- 2055 -04 GRADING PLAN A 1004- 2055 -05 LANDSCAPE PLAN B ? 9 B UILDING CODE: 1004- 2055 -06 SITE ELEVATION q [INTERNATIONAL BUILDING CODE (IE ;) 2000] 1004- 2055 -07 SLAB DETAIL-, A ELECTRICAL CODE: � `�� 10 04- 2055 -08 SHELTER ELE�ifATION _ A 8 � `�' ur o [NATIONAL FIRE PROTECTION ASSG ... ; -" . rw (NFPA) 70 — 2002, NATIONAL ELECTRICAL CODE] 1004- 2055 -09 FENCE NOTES & DETAILS q LIGHTNING PROTECTION CODE: 1004- 2055 -10 CONSTRUCTION NOTES q �y �,Q:c` 8 ��Y �1..�* 9 [NFPA 780 — 2000, LIGHTNING PROTECTION CODE] 1004- 2055 -11 ELECTRICAL & GROUNDING NOTES A Q r 1004- 2055 -12 ELECTRICAL DETAIL A ��r ��uA oR s„ LO C N { �, `� �, SIT �Al �� SUBCONTRACTOR'S WORK SHALL C( Y WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE INSTITUTE (AGI ) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL 1004- 2055 -13 1004 - 2055 - 14 GROUNDING PLAN GROUNDING DETAILS A A ��' �� J,wy - Q& 1 ��rnv ��� lot G CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, 1004- 2055 -15 GROUNDING DETAILS A _�- `� ST' �� �' gyp• �'�. � � Q= `' EDITION TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222 —F, STRUCTURAL STANDARDS FOR STEEL � a .0 � Q a �� ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: 1004 GRO DETAILS A �� a l-r Q ate' TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR 1004- 2055 -17 TELCO DEMARK & DETAILS A � �, r r �r T TELECOMMUNICATIONS 1004- 2055 -18 SECTORS A, B, C & ANTENNA CONFIGURATION A P s` �F �`'� �` s '� Jtio � INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH - - 1004 2055 19 ATI N ANTENNA INFORMATION CHART A �' � 5 3 "$" RESISTIVITY, GROUND IMPEDANCE AND EARTH SURFACE POTENTIALS E IALS OF A GROUND SYST M 1004- 2055 -20 COAX COLOR CODING q � � Q jo, Gr s sr'�'�� � ., �4 IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT Mi NOTES Sy ,., IEEE C62.41, RECOMMENDED PRAa,.TICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER � ��P u' d � a � �� CIRCUITS (FOR LOCATION CATEGOR: C3 AND HIGH SYSTEM EXPOSURE') TELCORDIA GR -1275, GENERAL h,,�STALLATION REQUIREMENTS 1. SEE THE FOLLOWING NOTES, SYMBOLS AND DETAILS, BECHTEL QOC;.IMENT NUMBER 24782- 000 —A3 —EF -00001 FOR THE IMPLEMENTATION OF THIS SITE DESIGN PACKAGE: CONCRETE AND REINFORCING STEEL NOTES ....................... DETAIL 102 - � � �� � � �.� �` ��; TELCORDIA GR -1503, COAXIAL C-'.. BLE CONNECTIONS ANSI T1.311, FOR TELECOM — CC POWER SYSTEMS — TELECOM, ENVIRONMENTAL PROTECTION APPLICABLE BUILDING CODES AND STANDARDS ................ DETAIL 103 RF NOTES ..................................................................................... ---------------•--------.......--•-- ..._...------------- ...... - -- DETAIL G � ' _ SITE WORK GENERAL NOTES ..................... ............................... DETAIL 619 �' FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, .. STRUCTURAL STEEL NOTES ....................... ............................. DETAIL 620 ,��`tia� ?* ° �, 010 METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT GROUNDING NOTES ........................... --------------- - -• - -- DETAIL 621 ELECTRICAL INSTALLATION NOTES DETAIL 622 �� $ •. d' ` C� as SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. GENERAL NOTES.. .......................................... DETAIL 623 o o`" � GREENFIELD TVSS NOTES DETAIL 624 A 7 t4p � P N O N ,� �' . a DETAIL 103 NTs �+ L " S A � ,� � � ,� ^ 01 , innovacivc _ __ BRENTWOOD 573 �; ��P�E SIX WIRELESS �— C ��s ■cn Ashford Crossing 11 HOU- 1004 -2055 1 11 SOUTHWEST PARKWAY cingu a �.. JOSEPH I-o ; TITLE SHEET B 10/10/05 REVISED PER CITY COMMENTS KTG JSA JSA A N0. 08/30/05 DATE ISSUED FOR ZONING AND REVIEW REVISIONS DG BY KTG CHK JSA PP' 1880 S. Dairy Ashford, Suite # 425 Houston, Texas 77077. COLLEGE STATION, TX 77840 WIRELESS ; �� � 69894 _. — 1 S ' \ IED JOB NUMBER DRAWING NUMBER REV Tel : (832) 327 -0701 ��� N`� �..– Fax : (832) 327 -0706 SCALE: AS SHOWN DESIGNED BY: KTG CHECKED BY: JSA OCT 13 2005 04- 080 -0017 HOU- 1004 - 2055 -01 B rZ.NI vb A 5 500 FT N cge C-1 C-1 / \ EXISTING FIRE / \ HYDRANT, 385 FT FROM TOWER CENTER / EXISTING FIRE � HYDRANT, \ 240 FT RADIUS / \\ 235 FT FROM sF (3X TOWER HEIGHT, TOWER CENTER C4 160 FT RADIUS (2X TOWER HEIGHT PROPOSED 5' \ UTILITY ESMN T / C BR ►cKK 1 / \ 1RI N:10207907.41 GRID $0, IUS / 6F 6 361.15 LATI DE: 30' (1X T R / �3�'30.2484" ONGITUDE: / I I — 6'18'31. 64" GRND / \ LEV.: 284.8 \ \ L 1 �I� C -1 \ \\ I BRENTWOOD BLOCK Z SECTION 4. ' l \ RESUBDMSION \� \ R & S LEASING \ I VOL 1840. PG. 37 B.C.O.P.R. �Lc L \ \F-Fi PROP KULAR 11' -5 "x20'- kHELTF�R \ R -2 F V I f LOT 2, BLOCK 2, OF \ BRENTWOOD SECTION 4, RESUBO'm ON GREA TEXAS FEDERAL CREDIT UNION VOL 2483, PG. 253 B.C.O.P.R. \ I \ \ 3R -1. BLOCK BR RESUBDMSION 4, 11 O A&G WILLIAMS FAMILY LID � VOL 3644. PG. B.C.O.P. C9 / 04 ca C4 A 0I_ db- + � 9 F �S r, 0 , �O C-1 innovariv�c rncm:n�=�=3:nG Deimn Ashford Crossing II 1880 S. Dairy Ashford, Suite # 425 Houston, Texas 77077 Tel : (832) 327 -0701 Fax : (832) 327 -0706 EXISTING 15' UTILITY EASEMENT Q O J / EXISTING FIRE HYDRANT, 175 FT FROM TOWER CENTER C -1 EXISTING BUILDING ZONING PLAN SCALE: 1" = 50' -0" BRENTWOOD (573) HOU -1004 -2055 111 SOUTHWEST PARKWAY COLLEGE STATION, TX 77840 cl ngu ar WIRELESS X. PROPOSED 80' A.G.L. STEALTH FLAGPOLE PROPOSED TOWER CENTER GRID N:10207907.41 GRID E:3562361.15 LATITUDE: 30'36'30.2484" LONGITUDE: - 96'18'31.3464" ' GRND. ELEV.: 285.30' EXISTING CONCRETE DRIVEWAY & 20' WIDE ACCESS EASEMENT EXISTING FIRELANE, MARKED WITH RED PAINTED CURBS, BOTH SIDES OF DRIVEWAY PROPOSED 8' HT. WOOD FENCE EXISTING FIRELAMARKEI WITH RED PAINT CURBS, BOTH SIDES 0 DRIVEWAY Q 4 Q G� G� / / B 10/10/05 A 08/30/05 10. DATE CALE: AS SHOWN REVISED PER CITY COMMENTS ISSUED FOR ZONING AND REVIEW REVISIONS DESIGNED BY: KTG LEGEND: PROPERTY LINE -- -- PROPERTY LEASE EASEMENT LINE ---- - - - - -- EASEMENT LINE TOWER BASE: LATITUDE: N30 29.9" LONGITUDE: W96' -18'- 31.0" (PER NORTH AMERICAN DATUM OF 1983) ELEVATION: 284.8± (PER NAVD OF 1988) PROPERTY LEGAL DESCRIPTION: BEING A 0.0517 ACRE (2250 SQUARE FEET) TRACT OF LAND SITUATED IN THE LOT 3R -1, IN BLOCK 2, OF BRENTWOOD SECTION 4, RESUBDIVISION, RECORDED IN VOLUME 1810, PAGE 283, OF THE OFFICIAL PUBLIC RECORDS, BRAZOS COUNTY, TEXAS, AND BEING A PART OF AND OUT OF THAT CERTAIN CALLED 0.803 ACRES TRACT AS DESCRIBED IN CONVEYANCE TO A&G WILLIAMS FAMILY PARTNERS, LTD. AND RECORDED IN VOLUME 3644, PAGE 329. PROPERTY ADDRESS: 111 SOUTHWEST PARKWAY E COLLEGE STATION, TEXAS 77840 CINGULAR WIRELESS ONE WEST LOOP SOUTH, SUITE 300 HOUSTON, TEXAS 77027 713 - 553 -2215 CONTACT: SHAWNDRIEA THOMPSON PROPERTY OWNER: A &G WILLIAMS FAMILY PARTNERS LTD 111 SOUTHWEST PKWY E COLLEGE STATION, TX 77840 -4661 979 -777- 1804 CONTACT: LORI WILLIAMS ENGINEER: INNOVATIVE ENGINEERING DESIGN, INC. ASHFORD CROSSING II 1880 S. DAIRY ASHFORD, SUITE 425 HOUSTON, TEXAS 77077 832 --327 -0701 CONTACT: JOESPH ABBOUD, P.E. FLOOD INFORMATION: THE TOWER SITE IS LOCATED WITHIN FLOOD ZONE "X" ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 48041 CO144C, REVISED JULY 2, 1992. - ��P�� ° •F•T£:�si� CINGULAR WIRELESS * : .:: * r, JOSEPH 69894 y ZONING PLAN 13% . 69894 •: ��� • G TIED JOB NUMBER DRAWING NUMBER REV OCT 13 2005 04- 080 -0017 HOU- 1004 - 2055 -02 B c � SFF \'fir C-1 LOT 1. BLOCK 1. OF BRENTWOOD SECTION 4, RESUBDMSION RIPPLING SE L.P. VOL 3810, PG. 233 B.C.O.P.R. KTG I JSA JSA DG KTG JSA BY CHK PP' CHECKED BY: JSA LEGEND: PROPERTY LINE -- -- PROPERTY LEASE EASEMENT LINE ---- - - - - -- EASEMENT LINE TOWER BASE: LATITUDE: N30 29.9" LONGITUDE: W96' -18'- 31.0" (PER NORTH AMERICAN DATUM OF 1983) ELEVATION: 284.8± (PER NAVD OF 1988) PROPERTY LEGAL DESCRIPTION: BEING A 0.0517 ACRE (2250 SQUARE FEET) TRACT OF LAND SITUATED IN THE LOT 3R -1, IN BLOCK 2, OF BRENTWOOD SECTION 4, RESUBDIVISION, RECORDED IN VOLUME 1810, PAGE 283, OF THE OFFICIAL PUBLIC RECORDS, BRAZOS COUNTY, TEXAS, AND BEING A PART OF AND OUT OF THAT CERTAIN CALLED 0.803 ACRES TRACT AS DESCRIBED IN CONVEYANCE TO A&G WILLIAMS FAMILY PARTNERS, LTD. AND RECORDED IN VOLUME 3644, PAGE 329. PROPERTY ADDRESS: 111 SOUTHWEST PARKWAY E COLLEGE STATION, TEXAS 77840 CINGULAR WIRELESS ONE WEST LOOP SOUTH, SUITE 300 HOUSTON, TEXAS 77027 713 - 553 -2215 CONTACT: SHAWNDRIEA THOMPSON PROPERTY OWNER: A &G WILLIAMS FAMILY PARTNERS LTD 111 SOUTHWEST PKWY E COLLEGE STATION, TX 77840 -4661 979 -777- 1804 CONTACT: LORI WILLIAMS ENGINEER: INNOVATIVE ENGINEERING DESIGN, INC. ASHFORD CROSSING II 1880 S. DAIRY ASHFORD, SUITE 425 HOUSTON, TEXAS 77077 832 --327 -0701 CONTACT: JOESPH ABBOUD, P.E. FLOOD INFORMATION: THE TOWER SITE IS LOCATED WITHIN FLOOD ZONE "X" ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 48041 CO144C, REVISED JULY 2, 1992. - ��P�� ° •F•T£:�si� CINGULAR WIRELESS * : .:: * r, JOSEPH 69894 y ZONING PLAN 13% . 69894 •: ��� • G TIED JOB NUMBER DRAWING NUMBER REV OCT 13 2005 04- 080 -0017 HOU- 1004 - 2055 -02 B c � SFF \'fir C-1 LOT 1. BLOCK 1. OF BRENTWOOD SECTION 4, RESUBDMSION RIPPLING SE L.P. VOL 3810, PG. 233 B.C.O.P.R. m X z G') - 0 X 0 v m r z m PROPOSED 3 6I UTILITY RACK 17 EXISTING TRANSFORMER 20�=Q" " ACCESS EASEMENT 45' -0" LEASE AREA 43' 3' -6 4' -4" 7,_1" 7'-4 12 ,_ x „ _ 8' -9„ 3' -6 1' -5" 7' 4" 12' GATE 8' 911 00 � I 'O y .3 P' T S CV ry w L J 0 I 0 EXISTING PAVEMENT 0 T' 0 CV PROPOSED CINGULAR 11' -5 "x 20' SHELTER PROPOSED E,, 12 -0 DOUBLE GATE PROPOSED CHAINLINK FENCE, 27 �626 COVERED WITH REDWOOD pg pg FENCE PICKETS PROPOSED 80' A.G.L. FLAGPOLE TOWER : bo o m $ 1' PROPOSED 12' -0" WIDE ASPHALT DRIVEWAY IN 20' WIDE ACCESS AND UTILITY EASEMENT I 0 d- 0= U m J 00 O O n d- o to I 0 d- 19 PROPOSED 5' -0" UTILITY EASEMENT EXIG ING 10' -0" UTILITY EASEMENT off 11, e lk innovariv�c rcncz:nr=r=:q:n<i DcSiGn Ashford Crossing II 1880 S. Dairy Ashford, Suite # 425 Houston, Texas 77077 Tel : (832) 327 -0701 Fax : (832) 327 -0706 11' -5" BRENTWOOD (573) HOU -1004 -2055 111 SOUTHWEST PARKWAY COLLEGE STATION, TX 77840 X cingular WIRELESS :r 00 EXISTING CURB EXISTING PAVEMENT �I PROVIDE 6" COMPACTED AGGREGATE OVER GEOTEXTILE FABRIC AND PREPARED SUBGRADE IN COMPOUND, EXTEND GRAVEL 1' -0" OUTSIDE THE NEW FENCE B 1 10/10/05 A 08/30/05 J0. DATE ;CALE: AS SHOWN REVISED PER CITY COMMENTS ISSUED FOR ZONING AND REVIEW REVISIONS DESIGNED BY: KTG SCALE: 1 " = 5' -0" OF JOSEPH S. ABBOUD �t 1 p - 69894 •: �� lii �/ N om+ ACT 13 �aa CINGULAR WIRELESS ENLARGED SITE PLAN IED JOB NUMBER DRAWING NUMBER REV 04- 080 -0017 HOU- 1004 - 2055 -03 B 0= w J O O I I o to u7 19 PROPOSED 5' -0" UTILITY EASEMENT EXIG ING 10' -0" UTILITY EASEMENT off 11, e lk innovariv�c rcncz:nr=r=:q:n<i DcSiGn Ashford Crossing II 1880 S. Dairy Ashford, Suite # 425 Houston, Texas 77077 Tel : (832) 327 -0701 Fax : (832) 327 -0706 11' -5" BRENTWOOD (573) HOU -1004 -2055 111 SOUTHWEST PARKWAY COLLEGE STATION, TX 77840 X cingular WIRELESS :r 00 EXISTING CURB EXISTING PAVEMENT �I PROVIDE 6" COMPACTED AGGREGATE OVER GEOTEXTILE FABRIC AND PREPARED SUBGRADE IN COMPOUND, EXTEND GRAVEL 1' -0" OUTSIDE THE NEW FENCE B 1 10/10/05 A 08/30/05 J0. DATE ;CALE: AS SHOWN REVISED PER CITY COMMENTS ISSUED FOR ZONING AND REVIEW REVISIONS DESIGNED BY: KTG SCALE: 1 " = 5' -0" OF JOSEPH S. ABBOUD �t 1 p - 69894 •: �� lii �/ N om+ ACT 13 �aa CINGULAR WIRELESS ENLARGED SITE PLAN IED JOB NUMBER DRAWING NUMBER REV 04- 080 -0017 HOU- 1004 - 2055 -03 B PROPOSED CINGULAR UTILITY RACK PROPOSED W/ 200A METER &DISCONNECT CONCRETE DRIVE .. _ PROPOSED .. TELCO ENCLOSURE EXISTING TRANSFORMER E 1 � j :• o 1 � ° p 0 0 •• a e • a 0 m ry U U Z 0 U 0 z N X W PROPOSED WAVEGUIDE BRIDGE V y' y' ,. • . ' 0 o p mo o ° /p ° < 0 inntovAmv� anc mCC : vi nc BRENTWOOD 573 aDaSiGn HOU -1004 -2055 Ashfo Crossing II 111 SOUTHWEST PARKWAY 1880 S. Dair# Ashford, Suite # 425 Host: - +n, Texas 77077 COLLEGE STATION, TX 77840 Tel : (532) 327 -0701 Fax : t:832) 327 -0706 PROPOSED 12' o DOUBLE r-ATC' e /1 EXISTING NCREiE PAVEMENT 9 •� f , CITY OF COLLEGE STATION LANDSCAPING LEGEND & LANDSCAPING POINTS CALCULATIONS TYP. MIN. 4' APART f � 9. •:a f , e• �a 0 EXISTING � CONCRETE PAVEMENT nn IF. 1-1- SIZE I TYPE I QUANTITY I VALUE I POINTS LIVE OAK TREE 1 (QU ERCUS CALIPER I CANOPY I TR TREE I 7 I 75 I 450 5 GALLON I � WGUS R XANUM) SHRUB I 35 I 10 I 350 STREETSCAPE NOT REQUIRED POINTS PER PROJECT AREA 2250 SQ FT. OF SITE AREA 2250/1000 X 30 = 68 POINTS < 800 "MIN) TOTAL POINTS REQUIRED: 800 LANDSCAPING NOTE: 1. IN ACCORDANCE WITH CITY OF COLLEGE STATION DEVELOPMENT CODE, ALL NEW PLANTING MUST BE SERVED BY AN AUTOMATIC SPRINKLER SYSTEM. SYSTEM IS TO BE INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. 2. IRRIGATION SYSTEM SHALL BE DESIGNED AND PERMITTED, AS REQUIRED BY INSTALLER. SYSTEM WILL UTILIZE EXISTING SITE WATER METER AND BACKFLOW PREVENTER. 3. SOD DAMAGED OR REMOVED DURING CONSTRUCTION SHOULD BE REPLACED TO ORIGINAL CONDITIONS. LANDSCAPE PLAN SCALE: 1 " = 5' -0" RF •rs 1� + 1 ® . �* • * . ... cin u B 10/10/05 REVISED PER CITY COMMENTS KTG JSA JSA . JOSEPH • S. ABBOUD A 08/30/05 ISSUED FOR ZONING AND REVIEW DG KTG JSA /� �'• 69894 � WIRELESS iti0,� <, o ••' fir N0. DATE REVISIONS BY CHK APPT IFS Ns a I SCALE: AS SHOWN I DESIGNED BY: KTG CHECKED BY: JSA TOTAL POINTS PROPOSED: 800 CINGULAR WIRELESS LANDSCAPE PLAN IED JOB NUMBER DRAWING NUMBER REV 04- 080 -0017 HOU- 1004 - 2055 -05 B PROPOSED 8' TALL WOOD FENCE C 0 C . .EI 0 0 6 I 5 I 4 t 3 I 2 I 1 24 z 36 "D" SIZE Psc- i ! ! PROPOSED DRNEWAY, I = CRUSHED ROCK s I = .. • . EXISTING 6" CURBS � r 1 � ti. • ip ip FLOOD INFORMATION: LEGEND: EL.= 5.65' i 0 ; - ••. ••• . • •• ' :', •• • • • • _285.25' PROPERTY LIES IN ZONE "X" AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN, AS PER COMMUNITY PANEL No. 48041 CO144C, OF THE FLOOD INSURANCE EXISTING ELEVATION i . , o-- 9e•su' PROPOSED ELEVATION ' bl ° . •.. • • : • • •. • : 0 RATE MAPS FOR BRAZOS COUNTY, TX DATED 07%2/92. � 0 ° I o o •• - •. •. am. •• • •• • •' J .• ° o o LANDSCAPING NOTE: �•�•�' D PROPOSED F SED LOW SWALE o �P • " IN ACCORDANCE WITH CITY OF COLLEGE STATION f DEVELOPMENT CODE, ALL NEW LANDSCAPING MUST BE DRAINAGE FLOW +'' —• f -- SERVED BY AN AUTOMATIC SPRINKLER SYSTEM. EXISTING DITCH CITY OF COLLEGE STATION • ` LANDSCAPING LANDSCAPING LEGEND & POINTS CALCULATIONS , , I i ; .. •, �, NAME & POINT 1 • ` SYMBOL SIZE TYPE QUANTITY VALUE POINTS • TOC 0 1 ! 0 EL.= 287.50' FF EL = d 0 p 1. " LIVE OAK TREE (QU IR 285.83' p CALIPER CANOPY TR 7 75 450 j 0 o_ LO TYP. a < Q o 0 0 0 0 i .0 •• • • ENRON= 0 WAXLEAF LIGUSTRUM (LIGUSTRUM TEXANUM) 1 , 5 GALLON SHRUB 35 10 350 k , ' •. TYP. j TOC EL.= 285.80 MIN. 4' APART + - - _.- 10 ! '0 STREETSCAPE i I I 1 or �• NOT REQUIRED 0 0 < POINTS PER PROJECT AREA EL. =285. 55' ! ' p b 2250 SO FT. OF SITE AREA E 2250/1000 X 30 = 68 PINTS < 800 (MIN) 0 0 TOTAL POINTS REQUIRED: 800 TOTAL POINTS PROPOSED: 800 I LANDSCAPING & GRADING PLAN 0 SCALE: 3/16" innovA _ c11czs _ 11 ®— �==v_ 11G � BRENTWOOD (573) % ' °•F•., CINGULAR WIRELESS 1004-2055 ... i r=iic- 1 Ashford Crossing 11 111 SOUTHWEST PARKWAY E. C �.... !.." p ..� �a 69894 ��, LANDSCAPING & GRADING PLAN A 02/27/05 ISSUED FOR ZONING KTG KTG JSA 1880 S. Dairy Ashford, Houston, as 77077 Houst Tex on, as 77 7 425 COLLEGE STATION, TX 77840 WIRELESS 1 � /h � NO. DATE REVISIONS BY CHK p' IED JOB NUMBER DRAWING NUMBER REV Tel Fax : (832) 327 -0706 SCALE: AS SHOWN DESIGNED BY: CIEKED BY — 05- 080 -0037 HOU -1004- 2055 —ZO3 A 0 C . .EI 0 0 6 I 5 I 4 t 3 I 2 I 1 24 z 36 "D" SIZE Psc- � TOP OF TOWER O AGL ELEV. 80' -0" * * * * * * ** * 3 STRANDS 12.5 GA. GALV. ATTACH PICKETS W/ GALV, #10 X 2" DECK SCREWS FUTURE ANTENNAS ® AGL ELEV. 63' -0" T. COLLOCATION 17x 4 x 8' REDWOOD PICKETS OR (8'x6 x 1 " ROUGH SAWN CEDAR VERTICAL FLATS ALTERNATIVE) FUTURE ANTENNAS ® AGL F1 Fv_ asp' -n" FENCE DETAIL SCALE: N.T.S. FUTURE ANTENNAS 6 Ara F w AD'-I%" 40, *** * * * ** PROPOSED ANTENNAS 0 AGL ELEV. 78 0 • FUTURE ANTENNAS ® Am n w ae_n" PROPOSED 80' A.G.L. STEALTH FLAGPOLE COAXIAL CABLE TO BE PLACED INSIDE POLE PROPOSED CINGULAR WIRELESS EQUIPMENT SHELTER PROPOSED ANTENNAS 0 AGL ELEV. 78' -0" PROPOSED 8' WOOD FENCE W/3. STRANDS OF BARBED WIRE lei ELEVATION (LOOKING SOUTHWEST) SCALE: 3/16" innovArivE �11Gi11i�C�e11� BRENTWOOD (573) D i iw n 1004 - 2055 Ashford Crossing II 111 SOUTHWEST PARKWAY E. 1880 S. Dairy Ashford, Suite # 425 Houston, Texas 77077 COLLEGE STATION, TX 77840 Tel : (832) 327 -0701 Fax : (832) 327 -0706 5 0 PROPOSED 80' A.G.L. STEALTH FLAGPOLE A COAXIAL CABLE TO BE PLACED INSIDE POLE PROPOSED CINGULAR WIRELESS EQUIPMENT SHELTER W_ .4 •. ..�.� �#� TOP OF TOWER ®AGL EL EV. 80' -0" ELEVATION (SOUTHEAST) SCALE: 3/16" = 1'--p" ngular WIRELESS J. A 02/2 7/0 ISSUED FOR ZONING DATE _ REVISIONS CALE: A S SHOWN —' .DESIGNED BY: N ...:......... .... ..:.. JSA y 69894 ::j BY CHK P' � %tV CIWKED BY: r) IL 9') -0" C 0 0 CINGULAR WIRELESS ELEVATIONS IED JOB NUMBER DRAWING NUMBER REV 05- 080 -0037 rHOU-1004-205 5—Z04 A 24 X 36 7 SIZE FIX- . 1-1�� I C .1 / \ EXISTING FIRE / HYDRANT, 385 FT FROM TOWER CENTER / EXISTING FIRE \G�l� HYDRANT, 240 FT RADIUS / \\ 235 FT FROM \ �s / \\ TOWER CENTER \FtiT (3X TOWER HEIGHT 160 FT \ RADIUS (2X TOWER HEIGHT' PROPOSED 5' \ UTILITY ESM N'T COMPASS BRICK \ / IdRi N:10207907.4� GRID $0, IUS L p�3 301LATI DE: 30' 248 ( X T R / �' 4" ONGITUDE: El / I I —96 °18'31. 64" GRND. / \ I I I ' LEV.: 284.8 \ \ II I - 1 PROP KULAR , s��cll•�/ 2S 11' -5 „ x20'- HELT�R a R - 2 's F 's F syti F�c ilO��c \ 1 011 C)” A54 - + � 9 F� 0 0 , �O 5 UTILITY EASEMENT XCi 11 c � / 0 �O SCALE: 1 " = 50' -0" EXISTING BUILDING _ PROPOSED 80' A.G. STEALTH FLAG PROPOSED R CENTER GRID N:1 0 07.41 GRID E• 5 361.15 LATIT 30 ° 36'30.2484" L G DE: - 96 °18'31.3464" R ELEV.: 285.30' EXISTING CONCRETE DRIVEWAY & 20 WIDE ACCESS EASEMENT EXISTING FIRELANE, MARKED WITH RED PAINTED CURBS, BOTH SIDES OF DRIVEWAY PROPOSED 8' HT. WOOD FENCE 3 CY A 08/30/05 ISSUED FOR ZONING AND REVIEW D.G. I KTG JSA NO. DATE REVISIONS BY CH K PP' ZZ SCALE: AS SHOWN DESIGNED BY: KTG CHECKED BY: 2 LEGEND: PROPERTY LINE '- -- PROPERTY LEASE EASEMENT LINE ----- ------ EASEMENT LINE TOWER BASE: LATITUDE: N30 ° -36'- 29.9" LONGITUDE: W96 ° -18'- 31.0" (PER NORTH AMERICAN DATUM OF 1983) ELEVATION: 284.8'± (PER NAVD OF 1988) PROPERTY LEGAL DESCRIPTION: BEING A 0.0517 ACRE (2250 SQUARE FEET) TRACT OF LAND SITUATED IN THE LOT 3R -1, IN BLOCK 2, OF BRENTWOOD SECTION 4, RESUBDIVISION, RECORDED IN VOLUME 1810, PAGE 283, OF THE OFFICIAL PUBLIC RECORDS, BRAZOS COUNTY, TEXAS, AND BEING A PART OF AND OUT OF THAT CERTAIN CALLED 0.803 ACRES TRACT AS DESCRIBED IN CONVEYANCE TO A&G WILLIAMS FAMILY PARTNERS, LTD. AND RECORDED IN VOLUME 3644, PAGE 329. PROPERTY ADDRESS: 111 SOUTHWEST PARKWAY E COLLEGE STATION, TEXAS 77840 CINGULAR WIRELESS ONE WEST LOOP SOUTH, SUITE 300 HOUSTON, TEXAS 77027 713 - 553 -2215 CONTACT: SHAWNDRIEA THOMPSON PROPERTY OWNER: A &G WILLIAMS FAMILY PARTNERS LTD 111 SOUTHWEST PKWY E COLLEGE STATION, TX 77840 -4661 979 - 777 -1804 CONTACT: LORI WILLIAMS ENGINEER: INNOVATIVE ENGINEERING DESIGN, INC. ASHFORD CROSSING II 1880 S. DAIRY ASHFORD, SUITE 425 HOUSTON, TEXAS 77077 832 --327 -0701 CONTACT: JOESPH ABBOUD, P.E. FLOOD INFORMATION: THE TOWER SITE IS LOCATED WITHIN FLOOD ZONE "X" ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 48041 CO144C, REVISED JULY 2, 1992. C ll �j� CINGULAR WIRELESS JOSEPH S..ABBOUD �° . • 69894 e °�,�� ZONING PLAN IED JOB NUMBER DRAWING NUMBER RE/ I;G 3 2005 04- 080 -0017 HOU - 1004- 2055 -02 A 11 x 17 B SIZE PSC= CL GR NOTES GATE POST ROADWAY (INSTALL FENCING PER ASTM F -567, SWING GATES PER ASTM F— 900) TOP TENSION DOUBLE 1. GATE POST, CORNER, TERMINAL OR PULL POST SHALL BE 2 7/8 " SWING GATES 0 WIRE SWIN BARBED WIRE SCHEDULE 40 FOR GATE WIDTHS UP THROUGH 6 FEET OR 12 FEET FOR BRACE RAIL 1 "x 4 "x 8' REDWOOD DOUBLE SWING GATE PER ASTM— F1083. 1"x 4 "x 8' REDWOOD PICKETS AT GATE PICKETS OR (8'x6 "x1 " 2. LINE POST: 2-3/8"0 SCHEDULE 40 PIPE PER ASTM— F1083. — OR (8'x6 "x 1 " ROUGH SAWN STRETCHER ROUGH SAWN CEDAR CEDAR VERTICAL FLATS BAR VERTICAL FLATS 3. GATE FRAME: 1 1/2"0 SCHEDULE 40 PIPE PER ASTM - 171083. ALTERNATIVE) D ALTERNATIVE) DIAGONAL ROD 4. TOP RAIL & BRACE RAIL: 1 1/4 "0 SCHEDULE 40 PIPE PER ASTM - 171083. W /STEEL J TURNBUCKLE 5. FABRIC: 11 GA. CORE WIRE SIZE 2" MESH, CONFORMING TO ASTM — A392 —#--- GATE FRAME CLASS 1. GATE LATCH WITH �--*- °—*— CHAIN AND LOCK FINISH GRADE 6. TIE WIRE: MINIMUM 11 GA GALVANIZED STEEL INSTALL A SINGLE WRAP TIE WIRE AT POSTS AND RAILS AT MAX. 24" INTERVALS. INSTALL HOG RINGS ON TOP L, 1 /2" TENSION WIRE AT 24" INTERVALS. RAIL (MAX.) 7. TENSION WIRE: 7 GA. GALVANIZED STEEL. BOTTOM LINE POST FOOTING SEE FRONT VIEW TENSION DETAIL S 8. BARBED WIRE: 3 STRANDS OF DOUBLE STRAND 12-1/2 GAUGE TWISTED WIRE NOTE: SEE DETAIL WIRE, 4 PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS. 629 FOR NOTES. I 9. GATE LATCH: 1 -3/8" O.D. PLUNGER ROD W/ MUSHROOM TYPE CATCH AND LOCK (KEYED ALIKE FOR ALL SITES OR COMBINATION AS SPECIFIED BY :6 0: CINGULAR 10. LOCAL ORDINANCE FOR BARBED WIRE PERMIT SHALL GOVERN INSTALLATION. TYPICA ELEVATI T VI EW 11. HEIGHT =. 6' VERTICAL. 12. ALL WORK SHALL CONFORM WITH THE PROJECT SPECIFICATIONS. C WOVEN WIRE SWING L PI L WOVEN WIRE FEN NOTES DETA (63g D ETAIL 629 NTS 0 NTS 0 9 FACILITY SIDE EXTERIOR SIDE CORNER, GATE, 1 % 4"x 8' REDWOOD PICKETS STEEL HAT CHANNEL CONT. TOP OF FABRIC END OR PULL POST OR (8'x6 "x1" ROUGH SAWN CEDAR VERTICAL FLATS (2 "x4" TREATED SOUTHERN 8c WOOD E YEL PINE ALTERNATIVE) — ALTERNATIVE) X ATTACH W/ GALV. #10 TOP BRACE — — X 2 DECK SCREWS RAIL TOP j RAIL 1 % 4"x 8' REDWOOD PICKETS _-- STRETCHER OR (8'x6 "x 1 " ROUGH SAWN BAR CEDAR VERTICAL FLATS DIAGONAL ROD W/ ALTERNATIVE) FIN. GRADE 0 STEEL TURNBUCKLE 0 I GROUND z B TENSION I o BOTTOM WIRE ry TENSION WIRE U x FINISH GRADE o OR GROUND Q , ° e ' z • z 1/2" MAX 4 � - -- 1 1/2" MAX _o EARA CE FROM "' ° ° _ o CLEARANCE ADE 4 U FROM GRADE 4. CONCRETE OR SAKRETE PROJECT 1" ABOVE GROUND AND (1' -0" MIN.) SLOPE ALL AROUND TYP CONCRETE LINE p�_g�� ) POST FOOTING (MIN) NOTE: FOR NOTES SEE DETAIL 62.9 TYPICAL SECTI WOVEN WIRE CE I E, E ND OR PULL POST D ETAIL 626 IL r62 7 NTS g NTS 09 A BRENTWOOD (573) w1nnovAz1mVE C66VCal1L.AR WIRELESS ® °1 4® ® ® JOSEPH S. ABBOUD ® � ................... 0 P ......................w, FEN T & DETAIL Ashford Crossing it 1 1 1 SOUTHWEST PARKWAY A 08/30/05 ISSUED FOR ZONING AND REVIEW D.G. KTG JSA � -p_* . 69894 °• �� 1880 S. Qairy Ashford Suite # 425 COLLEGE STATION, TX 77840 WIRELESS �. Houston, Texas 77077 NO. DATE REVISIONS BY CHK PP' ENSE ° . ��,. G IED JOB NUMBER DRAWING NUMBER REV Tel : (832) 327 -0701 11�, Fax : (832) 327 -0706 SCALE: AS SHOWN DESIGNED BY: KTG CHECKED BY: A � �� 04- 080 -0017 HOU -1004- 2055 -09 A 5 4 3 2 11 x 17 B SIZE 6 PSC= TES: NOTES: GENERAL N OTES ABBREVIATIONS 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: AGL ABOVE GRADE LEVEL 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR 1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE CONTRACTOR - BECHTEL BTS BASE TRANSCEIVER STATION TO THE START OF CONSTRUCTION. PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) UNLESS OTHERWISE NOTED. OWNER - CINGULAR (E) EXISTING 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER OEM - ORIGINAL EQUIPMENT MANUFACTURE MIN MINIMUM UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO N.T.S. NOT TO SCALE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME WELDING SHALL CONFORM TO AISC. WHERE FILLET WELD SIZES ARE FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED REF REFERENCE CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR AISC "MANUAL OF STEEL CONSTRUCTION ". PAINTED SURFACES THE ATTENTIO OF CONTRACTOR. RF RADIO FREQUENCY SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL SHALL B E TOUCHED UP. T.B.D. TO BE DETERMINED INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION. 3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND T.B.R. TO BE RESOLVED ( 3�4 "0) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC TYP TYPICAL 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND UNLESS NOTED OTHERWISE. AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. PROJECT SPECIFICATIONS. REQ REQUIRED 4. NON- STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER 5/8" DIA. ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. EGR EQUIPMENT GROUND RING REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. `ONLY. AWG AMERICAN WIRE GAUGE 5. INSTALLATION OF CONCRETE EXPANSION /WEDGE ANCHOR, SHALL BE 4. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE MGB MASTER GROUND BUS UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, BE REMOVED AND /OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE EG EQUIPMENT GROUND AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT DRAWINGS. WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER AND /OR PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE. BCW BARE COPPER WIRE LOCAL UTILITIES. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE 6. "KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL BE SUPPLIED SIAD SMART INTEGRATED ACCESS DEVICE 6, SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE ALLOWABLE LOADS. BY THE SUBCONTRACTOR. GEN GENERATOR DURING CONSTRUCTION. S TRUC TUR AL STEE TES: 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH IGR INTERIOR GROUND RING (HALO) 7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE. RBS RADIO BASE STATION 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SYMBOLS 8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. FROM THE BTS EQUIPMENT AND TOWER AREAS. - DETA IL r620 NTS 1 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING S/G SOLID GROUND BUS BAR 9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN jo CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN S/N SOLID NEUTRAL BUS BAR ANY FILL OR EMBANKMENT. 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SUPPLEMENTAL GROUND CONDUCTOR 10. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH CONCRE EI I STEEL NO SATISFACTION OF OWNER. UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. °T° 2 -POLE THERMAL- MAGNETIC 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL ° ° CIRCUIT BREAKER 11. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND RETURNED TO THE OWNER'S DESIGNATED LOCATION. SINGLE -POLE THERMAL - MAGNETIC SHALL BE GRADED TO A UNIFORM SLOPE, AND STABALIZED TO PREVENT CONSTRUCTION SPECIFICATION FOR CAST -IN- PLACE CONCRETE. ° o CIRCUIT BREAKER EROSION AS SPECIFIED IN THE PROJECT SPECIFICATIONS. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF . 12 SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. CHEMICAL GROUND ROD 12, SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE 4000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. 13. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 24782 - 000 -3APS- AOOZ - 00002, "GENERAL DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED THE LOCAL 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, CONSTRUCTION SERVICES FOR CONSTRUCTION OF CINGULAR GSM SITES.' ® GROUND ROD DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH GUIDELINES FOR EROSION AND SEDIMENT CONTROL. DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL DISCONNECT SWITCH CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE D ETAIL 623 O METER STANDARD, UNO. NTS 10 S ITE WORK G ENERA L 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR CADWELD TYPE CONNECTION REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: COMPRESSION TYPE CONNECTION CONCRETE CAST AGAINST EARTH ........ 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: GROUNDING WIRE 6 AND LARGER ..........................2 IN. 5 AND SMALLER & WWF. ........ 1 1/2 IN. BBREVATTIO S & SYMBOLS 1 12 CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT NTS 0 CAST AGAINST THE GROUND: i D ETA IL 61 BEAMS AND COLUMNS ...............1 1 /2 IN. NTS 1 Q 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 6. INSTALLATION OF CONCRETE EXPANSION /WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL -OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET /REDHEAD OR APPROVED EQUAL. CONCRE 1 E I NG STEEL NOT 1 0 2 NTS Q j ® , •rE st CINGULAR WIRELESS BRENTWOOD (573) CONSTRUCTION N OTE 1�= n cz on n 1�c E R i In ® ®® 4- . ® ........................♦ ® JOSEPH .. ABBOUD � ........................® PARKWAY d ta�0. •• Ashford Crossing it 1 1 1 SOUTHWEST A 08/30/05 ISSUED FOR ZONING AND REVIEW D.G. KTG JSA 69894 : �c�e 1880 S. Dairy Ashford Suite # 425 Houston, Texas 77077 COLLEGE STATION, TX 77840 WIRELESS +��"F` •�• °�2„ S • • ,� NO. DATE REVISIONS BY CHK PP IED JOB NUMBER DRAWING NUMBER REV 04- 080 - 001 7 HOU -1004- 2055 -10 A Tel (832) 327 -0701 Fax (832) 327 -0706 SCALE: AS SHOWN DESIGNED BY: KTG CHECKED BY: .AUG � � 2005 5 ii 3 2 X N :-m 1 n 11 x 17 B SIZE PSC= E LECTRICAL I TAL TI TES® ELECTRICAL INSTALLATION NOT S (cont): 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, 23. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO NEC AND ALL APPLICABLE LOCAL CODES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR OR EPDXY- COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) THE BRIDGE AND THE TOWER GROUND BAR. SHALL INSTALL CONDUITS SO THAT ACCESS TO INDOORS OR NEMA 3R (OR BETTER) OUTDOORS EQUIPMENT IS NOT BLOCKED. 15. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED 24. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -- COATED, OR ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS NON - CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 OF THE NEC AND TELCORDIA. (OR BETTER) BETTER INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT . MATERIAL. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY 25. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND 17. MISCELLANEOUS ELECTRICAL AND NON- ELECTRICAL METAL BOXES, FRAMES AND THE NEC AND TELCORDIA. RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 5. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS. 26. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR 18. BOND ALL METALLIC OBJECTS WITHIN 6 FT OF MAIN GROUND WIRES WITH 1 - #2 AWG BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. TIN - -PLATED 'COPPER GROUND CONDUCTOR. 6. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E., HOTS), GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2' $ 27, THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND 19. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES WITH NEC & OSHA. AGAINST LIFE AND PROPERTY. k THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC DE TA IL 622 CODE REQUIREMENTS OR LOCAL CONDITIONS, NON- METALLIC MATERIAL SUCH AS PVC LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE NTS 1 1 PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD NON - METALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. AND CIRCUIT ID'S). 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE GREENF GROU NOTE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING D ET A IL 62 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. PROTECTION, AND AC POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE NTS 11 BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 10. ON, POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE 2. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF- POTENTIAL RESISTANCE TO EARTH CONDUCTOR ( #14 AWG OR LARGER ), 600 V, OIL RESISTANT THHN OR CLASS B STRANDED TESTING (PER IEEE 1 100 AND 81) FOR GROUND _ ELECTRODE SYSTEMS. THE SUB- COPPER CABLE RATED FOR 90 °C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR ( #6 3. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN -2 GREEN INSULATION, CLASS B STRANDED UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT­ ANY OF CONTINUITY IN `O THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. COPPER CABLE RATED FOR 90 °C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND�_MA ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS `THE DISCONTINUITY WITH 12. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI - CONDUCTOR, TYPE TC #6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. CABLE ( #14 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN -2, CLASS B STRANDED COPPER CABLE RATED FOR 90 °C (WET AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED. _ CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP - STYLE, - COMPRESSION WIRE LUGS AND CIRCUITS TO BTS EQUIPMENT. WIRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR 6. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR OPERATION AT NO LESS THAN 75 °C (90 °C IF AVAILABLE). WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED COPPER OR LARGER FOR INDOOR BTS; -2 AWG STRANDED COPPER FOR OUTDOOR BTS. 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI /IEEE, AND NEC. 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED.BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. 15. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, 8 ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT /GROUND BARS AND THE OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR GROUND RING, SHALL BE #2 AWG SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. EXPOSED INDOOR LOCATIONS. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR 16. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC GROUNDING CONNECTIONS. CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 1.0. USE OF 90° BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45° BENDS CAN BE ADEQUATELY SUPPORTED. 17. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 18. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE FORMED USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED USING HIGH PRESS CRIMPS. IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD 19. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID -TITE FLEX) SHALL BE USED INDOORS AND CONNECTIONS. OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 20. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. 21. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI /IEEE, AND NEC. 22. WIREWAYS SHALL BE EPDXY- COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) ® mn o IL ��P�E °F•T£ S'flar: CINGULAR WIRELESS ® BRENTWOOD (573) • � ■ ® ,•° : d 4-2055 ( JOSEPH ... ABBQ... � d ....................Q f � 'r ' L GR OU N DING A 08/30/05 ISSUED FOR ZONING AND REVIEW R.G. KTG JSA Ashford Crossing f} 1 1 1' SOUTHWEST PARKWAY d d+A�j• ,o 69894 1880 S. Dairy Ashford, Suite # 425 Houston COLLEGE STATION, TX 77840 WIRELESS s�.• �� NsE °.• �,� • G . CHK PP' IED JOB NUMBER DRAWING NUMBER REV Tel : (832) 327 -0701 Fax : (832) 327 -0706 l '`® AUG 3 0 2005 04-080-00 17 HOU -1004 -2055 -1 1 A [SCALE: AS SHOWN DESIGNED BY: KTG CHECKED BY L I I I I 0 Es fib I�1 11 x 17"8 SIZE PSC= 1 120/24OV, 10, 3W TO SOURCE M 200 A METER SOCKET 12" MIN. (BY CONTRACTOR) B535A (BY i ` 4 CONTRACTOR) Q �� �� �� 200A COAX CABLE 4 DISC. 2 200 A Q GENERATOR RECEPTACLE (BY SHELTER MFR) 200A q DISC. OUTSIDE SHELTER INSIDE 2 3 (OUTSIDE LOOKING IN) nIT010 A � M^^Icl NO. 0 0 0 0 0 GAMMA CONFIGURATION O BETA METER SOCKET (3) #3/0, 2 "C ALPHA METER o ° FUTURE 0 0 0 0 0 2 200 A Q GENERATOR RECEPTACLE (BY SHELTER MFR) 200A q DISC. OUTSIDE SHELTER INSIDE 2 3 (OUTSIDE LOOKING IN) nIT010 A � M^^Icl NO. FROM TO CONFIGURATION O SOURCE METER SOCKET (3) #3/0, 2 "C METER DISTRIBUTION PANEL (3) #3/0, (1) #4, 2 "C SOCKET O GENERATOR DISTRIBUTION PANEL BY SHELTER MFR RECEPTACLE O PANEL GROUND (1) #4 BCW IN 10 PVC OR DISC. G ENERAL NT a 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY --- — VARY DUE TO SPECIFIC SITE CONDITIONS. CADWELD 2. ALL EXTERIOR GROUNDING CABLE AND TOP OF GROUNDING RODS SHALL BE BURIED A MINIMUM DEPTH OF 2' -6" BELOW FINISHED GRADE, OR 6" BELOW FROST LINE, WHICHEVER IS DEEPER. #2 AWG SOLID OR 3. ALL GROUNDING CONDUCTORS SHALL BE #2 SOLID TINNED COPPER CABLE. STRANDED SEE NOTE BCW (TYP) 3 & 4 CADWELD 4. GROUND SYSTEM SHALL BE TESTED PER SPECIFICATIONS AND SHALL HAVE A RESISTANCE OF 5 OHMS OR CADWELD CADWELD CADWELD E (TYP.) LESS. TYPE "GT" TYPE "NC" TYPE "ND" D 5. NOTIFY ENGINEER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL #2 AWG SOLID f #2 AWG SOLID BCW CONDITIONS. BCW EXOTHERMICALLY WELD C ABLE TO GROUND ROD. CABLE TO CABLE RING GROUND 2 AWG SOLID BCW AGGREGATE SURFACE SEE WELDING DETAILS CADWELD (TYP.) FINISHED GRADE NOTES: , X X N X N \�\ ��\ �' 1. THE #2 AWG, BCW, FROM THE RING GROUND SHALL \ \ \\\ \ / BE CADWELD ED TO THE POST ABOVE GRADE. X. 2. BOND EACH HORIZONTAL POLE /BRACE TO EACH OTHER AND � \ / \ \ / \\\ \\ \ \\ \ TO EACH VERTICAL POLE BONDED TO THE EXTERIOR GROUND / / / \ //\ \ //\ / \ / / \ / / \,/ / \ / / \ / / \ / / \ / \ / /' // CADWELD CADWELD CADWELD TYPE "SS" TYPE "PC" TYPE "TA" � \� \ \/ \/ / \ \` \ \ / \ \ / \ \ / \\ / \ \ /\ \/ \ / /\ \ //\ 3. GATE JUMPER SHALL BE #4 /0 AWG WELDING CABLE OR FLEXIBLE / / \/ \// / / \ / / \/ / \ / / \ / / \ / / \ / \ \/ \ \ / \ \j COPPER BRAID BURNDY TYPE B WITH SLEEVES ON EACH END \\/ / \ \ / \ \ / \\ / \ \ / \ \ / \ \ / \ \ \ \� DESIGNED FOR EXOTHERMIC WELDING. / CABLE TO CABLE COMBINATI 4. GATE JUMPER SHALL BE INSTALLED SO THAT IT WILL NOT BE SUBJECTED TO DAMAGING STRAIN WHEN GATE IS FULLY OPEN IN #2 AWG SOLID BA NED � ,\ EITHER DIRECTION. RE TtP� COPPER EXTERIOR GROUND RING 5/8" DIA x 8' LONG COPPER CLAD GROUND ROD (TYP) �. GROUND I EXOTHERMIC I I SCALE: N.T.S. (MODIFIED FROM MODEL DWG.) SCALE: N.T ETAIL 630 (FROM MODEL DWG.) NTS 1 4 x < 6" DIA x 24" DEEP INSPECTION SLEEVE PVC OR SOIL PIPE WITH CAP OR EQUIVALENT. PARALLEL —TYPE FINISHED GRADE F CADWELD CONNECTION ' // Z NOTE: 1. VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER AND AT EACH GATE POST. AS A MINIMUM ONE VERTICAL POST SHALL BE BONDED ao WIDE SLOT FOR TO THE GROUND RING IN EVERY 100 FOOT STRAIGHT RUN OF FENCE. GROUND WIRE. EXTEND 2 ABOVE 2. HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER. \ GROUND WIRE. BONDING / 3. BOND EACH HORIZONTAL POLE / BRACE TO EACH OTHER AND TO CONDUCTOR EACH VERTICAL POST THAT IS BONDED TO THE EXTERIOR GROUND RING #2 AWG SOLID TINNED COPPER \--3/4" CRUSHED STONE OR EQUAL FILL TEST WELL WIRE (EXTERIOR GROUND RING) TO WITHIN 2" OF TOP OF GROUND LOOP WIRE EXO THERMI C EL / I NSPEC TI ON SLE SCALE: N.T.S. CADWELD (MODIFIED FROM MODEL DWG.) (TYP.) # R ST DED CADWELD B BCW (TYP) # AWG SOLID � 6" DIA x 24" DEEP INSPECTION SLEEVE PVC OR OR STRANDED .. SOIL PIPE WITH CAP OR EQUIVALENT. BCW (TYP) 3/4" CRUSHED STONE OR EQUAL FILL TEST CADWELD FINISHED GRADE WELL TO WITHIN 2" OF TOP OF GROUND LOOP WIRE RING GROUND RING GROUND ���.� -��-� � / � /-- � -�� -- #2 AWG SOLID Vw AWG SOUR / \ \ / \ \ / \ \/� � /\\ / \ \ / \\ BCW °Q � �m 1" WIDE SLOT FOR #2 AWG SOLID BCW r GROUND WIRE. �\ EXTEND 2 ABOVE CABLE TO CABLE �\ GROUND WIRE. CADWELD VERTICAL POST VERTICAL POST f CONNECTED NOT CONNECTED TO RING TO RING \-- CADWELD CONNECTION #2 AWG SOLID TINNED COPPER (TYPE —GT) FENCE WIRE (EXTERIOR GROUND RING) 5/8" DIA x 8' LONG COPPER GROUND CLAD GROUND ROD DE TAIL 631 GROUND ROD / INSPECTION LEE NTS 14 A SCALE: N.T.S. (MODIFIED FROM MODEL DWG.) minnovAcivocm ��P� ° •F•TF:�sa l CINGULAR WIRELESS ® BRENTWOOD (5 44:' HOU -11 4- p .......... ..... ..... r ® JOSEPH S. ABBOUD , � .....................:..� I l' Ic AILS Ashford Crossing It 111 SOUTHWEST PARKWAY A 08/30/05 ISSUED FOR ZONING AND REVIEW D.G. KTG JSA r ��Q• 69894 •:'�A 1880 S. Dairy Ashford, Suite # 425 COLLEGE STATION TX 77840 WIRELESS '� ° E r~N5E ©• °���'� Houston, Texas 77077 N0. DATE REVISIONS BY CWK PP' 1 G IED JOB NUMBER DRAWING NUMBER REV Tel : (832) 327 -0701 Fax : (832) 327 -0706 SCALE: AS SHOWN DESIGNED BY: KTG CHECKED BY AUG 3 0 2005 04 -080 -0017 HOU -1004- 2055 -14 A 5 4 3 2 11 x 17 B SIZE PSC= INDO OUTD ANTENNA CABLES # AWG STRANDED Cu ANTENNA GROUND TO ANTENNA :2i (TYP) WIRE WITH GREEN, 600V, BAR W/O INSULATORS CABLE GROUNDING KIT <c THWN INSULATION BONDED DIRECTLY TO ANDREW SUREGROUND o 12 TO 24 WALL OR ROOF THE TOP OF TOWER GROUNDING KIT (TYP) � DETAIL S 21 SIMILAR � SEE NOTE 1. SEE GROUND BAR ON DETAIL 118. ANTENNA CABLE N AS REQ'D WALL, FLOOR #6 AWG . (PROVIDED © OR ON ANTENNA WITH GROUNDING TOWER KIT TYP) # AWG (TYP) CABLE WEATHERPROOFING KIT CONNECTED ANTENNA GROUND BAR D COA X A (SEE NOTE 3) TO SURGE � W/O INSULATORS, BONDED CABLE GROUND KIT (TYP FOR ALL) ARRESTOR DIRECTLY TO THE BOTTOM ANDREW SUREGROUND ANDREW OR SIMILAR ( ) O O O Q OF TOWER SEE NOTE 1. GROUND KIT (TYP.) #6 AWG STRANDED Cu WIRE WITH MULTIPLE ENTRANCE � SEE DETAIL 118. GREEN, 60OV, THWN INSULATION WALL /ROOF FEED EXOTHERMIC WELD #6 AWG LUG (GROUNDED TO GROUND BAR) (SEE THRU ASSEMBLY NOTE 1 ACC 2) LUG CLOSURE PLATE ANGLE SHOWN TO ILLUSTRATE WELD TO GROUND BAR AT THE LOWEST POINT ON THE BAR #2 AWG BCW TO BTS EQUIPMENT TI C ITT ANTE SOLID TINNED GRADE VIA TRAY OR LE 2 AWG SOLID BARE TINNED ICE BRIDGE GROUND BAR NEWTON CO INSULATED GROUND INSTRUMENT CO. EXOTHERMIC BURIED GROUND BAR (COPPER) SEE INSULATED GROUND EXOTHERMIC WELD RING AND GROUND BAR GROUND RING GROUND WIRE NOTES: DETAIL 118 BAR (COPPER) SEE 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DETAIL 119 (WELDING PROHIBITED ON ROOFTOPS DIRECT GROUND WIRE DOWN TO GROUND BAR. ) NOTE: #2 AWG SOLID 1. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS TINNED BCW TO THE TYPE OF TOWER, ANTENNA LOCATIONS AND SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. GROUND RING . CONNECTION ORIENTATION. PROVIDE AS REQUIRED. 3 WEATHER PROOFING SHALL BE (TYPE AND PART NUMBER AS INSTALLATION OF GROUND WIRE TO AN TENNA CABLE GROUNDI SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.) CAB LE INSTAL W ITH W ALL/ ROO FEED THR CAC CABLE GROUND SA FOR S ELF-SUPPORT LATTICE TOWER A SSEM BLY c D ETA IL 152 DE TAIL 121 ET IL 132 ®TAIL 1 18 NTS 1 NTS 1 6 NTS 16 NTS 1 6 EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION. TO LOW NOISE TO TRANSMIT AMPLIFIER UNITS (LNA) ANTENNA SECTI "P" — SURGE PROTECTORS (WHEN REQUIRED) AND NEWTON INSTRUMENT COMPANY, INC. BUTNER, N.C. NO. REQ. PART NO. DESCRIPTION 1 1 /4 "x4 "x30" SOLID GND. BAR �2 2 A --6056 WALL MTG. BRKT. �3 2 3061 -4 INSULATORS �4 4 3012 -1 5/8 "— 1 1x1 " H.H.C.S. �5 4 3015 -8 1 5/8 LOCKWASHER RECEIVE ANTENNA CABLE ENTRY PORTS (HATCH PLATES) ( #2) _ Arr T GENERATOR FRAMEWORK (IF AVAILABLE) ( #2) TELCO GROUND BAR ( #2) COMMERCIAL POWER COMMON NEUTRAL /GROUND BOND ( #2) RX1 /RX2 1 T 1 /RX2 +24V POWER SUPPLY RETURN BAR ( #2) —48V POWER SUPPLY RETURN BAR ( #2) WEATHERPROOFING RECTIFIER FRAMES. COAX SUPPRESSION KIT (TYP.) JUMPER REQUIRED ONLY FOR 1 5/8 "0 STANDARD GROUND SECTION "A" — SURGE ABSORBERS COAX OR FOR KIT (TYP.) (SEE FAgF nF nnNi�iP TInNI R Tx1 /Rx1 Tx3 Tx4 Tx2 /Rx2 S CTOR NTE E _ 1 _ ( TYP, FDS FOR MODEL) ( A L." P " H A 9 R ANTENNA CONNECTOR (TYP, DIN FEMALE) Y2" JUMPER CABLE (SECTOR A) (TYP, DIN MALE CONNNECTORS) 0 0 D TMA TMA TM (TYP, SEE RFDS FOR MODEL) JUMPER CABLE P, DIN MALE CONNNECTORS) LO o 00 00 n MAIN COAX TOP CONNECTOR --% o N (TYP, DIN FEMALE) 1 0 °0 X X X X - -- GROUNDING KIT AT TOP OF TOWER GROUND BAR (TYP) 1 1 1 GROUND BAR (TYP) COAXIAL CABLE (TYP) GROUNDING KIT AT BOTTOM OF C TOWER GROUND BAR (TYP) GROUNDING KIT AT `$5 01 eI`r Rx , SHELTER GROUND BAR 2 SHELTER (TYP) ` G N. s0 MAIN COAX BOTTOM CONNECTOR (TYP, DIN FEMALE) r8 ) Y JUMPER CONNECTOR (TYP, DIN MALE) 8s 0) Y- ""ETA Y2 JUMPER CABLE 5 01 x G AM MA (SECTOR B r8. ) (SECTOR C) 09 1 �'2 0 10 Y2" JUMPER CONNECTOR /� B (TYP, DIN MALE) `� Tx1 / Tx2/ Rx1 Rx2 NEW ERICSSON GSM: RBS2206 LEGEND: EXISTING NEW DIN MALE ❑ DIN FEMALE S E C T O RS A CON FIGURA TI ON ANTENNA CONFIGURATION VIEW lonnovAmUvrc BRENTWOOD (5 ) � �•• °' ° °•• s i CINGULAR WIRELESS .................... g SECTOR ANTENNA FI =w"n G IN n =�"== t i n G ®® ® ® JOSEPH S. ABBOLD o Ashford Crossing II 1 1 1 SOUTHWEST PARKWAY A 08/30/05 ISSUED FOR ZONING AND REVIEW D.G. KTG JSA : 69894 1880 S. Dairy Ashford Suite # 425 COLLEGE STATION, TX 77840 WIRELESS t •.< o. ��,� Houston, Texas 77077 N0. DATE REVISIONS BY CHK PP' IED JOB NUMBER DRAWING NUMBER REV Tel : (832) 327 - 0701 111 �,.+'�"' Fax : (832) 327 --0706 SCALE: AS SHOWN DESIGNED BY: KTG CHECKED BY: 0 2005 04- 080 -0017 HOU -1004- 2055 -18 A 6 5 4 3 2 11 x 17 B SIZE .. PSC= Sub Market 0 Building permit is required. a - • Beta dates. Tower must be stealth and matching the surrounding area. •. DATA 1. B & 6 1 5 1 4 am ■ � Ir � _ 3 A 08/30/05 ISSUED FOR ZONING AND REVIEW D.G. KTG I JSA N0. DATE REVISIONS BY CHK PP' SCALE: AS SHOWN DESIGNED BY: KTG CHECKED BY: 2 ......................... JOSEPH S. ABBCUJD �� 69894 � afi Q '% I QMIN2 6 6 � 9 AUG 3 0 2005 X A �� 9 .j N OTE S: 1. SECTOR ORIENTATION /AZIMUT WILL VARY FROM REGION TO REGION AND IS SITE SPECIFIC. REFER TO RF REPORT FOREACH SITE TO DETERMINE THE ANTENNA LOCATION AND FUNCTION OF EACH TOWERSECTOR FACE. 2. THE STANDARD IS BASED N EIGHT COLORED TAPES -RED, BLUE, GREEN, YELLOW, ORANGE, BROWN, WHITE, AND SLAT(GREY). THESE TAPES SHOULD BE READILY AVAILABLE TO THE ELECTRICIAN OR CONTRA(OR ON SITE. 3. USING COLOR BANDS ONTHE CABLES, MARK ALL RF CABLE BY SECTOR AND CABLE NUMBER AS SHOWN ON' "CABLE MARKING COLOR CONVENTION TABLE ". 4. ALL COLOR CODE TAPE,SHALL BE 3M -35 AND SHALL BE INSTALLED USING A MINIMUM OF (3) WRAPS OF TAPE AND (HALL BE NEATLY TRIMMED AND SMOOTHED OUT SO AS TO AVOID UNRAVELING. 5. ALL COLOR BANDS INSALLED AT THE TOWER TOP SHALL BE A MINIMUM OF 3" WIDE AND SHALL HAVE A MINIMUM OF 3/4" OF SPACING BETWEEN EACH COLOR. 6. ALL COLOR BANDS II�;TALLED AT OR NEAR THE GROUND SHALL BE A MINIMUM OF 3/4" WIDE. 7. ALL COLOR CODES S-IALL BE INSTALLED SO AS TO ALIGN NEATLY WITH ONE ANOTHER FROM SIDE -TO -SIDE. SECTOR ANTENNA TOP JUMPER CABLE (TYP) TMA WHERE REQ'D JUMPER CABLE (TYP) 2 MAIN COAX (TYP) CABLE MARKING COLOR CONVENTION TABLE NO. Rx1 /GSM Tx1 GSM Tx3 GSM Tx4 (SPARE 2) Rx2 /GSM Tx2 CAU HARMFUL RF ENERGY EXISTS ON THESE LINES (SPARE 1) SECTOR SECTOR HD. LINES 850 JUMP 1900 JUMP HD. LINES 850 JUMP 1900 JUMP HD. LINES 850 JUMP 1900 JUMP HD. LINES 850 JUMP 1900 JUMP CABLE HEIGHT SECTOR ALPHA, A, X 1 WHITE 1 WHITE/ 1 WHITE/ 1 BROWN 1 BROWN 1 BROWN/ 1 VIOLET 1 SLATE 1 SLATE 1 SLATE/ 1 VIOLET 1 YELLOW 1 YELLOW/ 1 GREEN 1 YELLOW/ 1 VIOLET TX SECTOR 1 ORANGE 1 VIOLET SECTOR SECTOR SECTOR CABLE CABLE CABLE CABLE CABLE CABLE SECTOR 2 WHITE 2 WHITE/ 2 WHITE/ 2 BROWN 2 BROWN 2 BROWN/ 2 SLATE 2 SLATE 2 SLATE/ 1 VIOLET 2 YELLOW 2 YELLOW /2 1 GREEN YELLOW/ 1 VIOLET BETA, B, Y TX 1 ORANGE 1 VIOLET TX SECTOR 1 VIOLET SECTOR SECTOR SECTOR SECTOR CABLE CABLE SECTOR 3 WHITE 3 WHITE/ 2 WHITE/ 3 BROWN 3 BROWN 3 BROWN/ 3 SLATE 3 SLATE 3 SLATE/ 1 VIOLET 3 YELLOW 3 YELLOW /3 1 GREEN YELLOW/ 1 VIOLET m 3 ` — SURGE ARRESTOR 4 _ (TYP) BOTTOM JUMPER CABLE (NP) 5 RX TX RX TX RX TX RX TX RX TX RX TX ALPHA A, X 0v -� 4b n GAMMA, C, Z 1 ORANGE 1 VIOLET 1 VIOLET I I I CABLE MARKING LOCATIONS DIAGRAM NAT GAMMA, C, OR RF CABLES Cl THRU C10 AS REQ'D _PHA, A, OR X RF CABLES Al THRU A10 AS REQ'D G B BETA, B, OR Y RF CABLES B1 THRU B10 AS REQ'D t. " i w Al - 1 TO PROVIDE ADDITIONAL IDENTIFICATION RF CABLES SHALL BE IDENTIFIED WITH A METAL TAG MADE OF STAINLESS STEEL OR BRASS AND STAMPED WITH THE SECTOR, ANTENNA POSTION, AND CABLE NUMBER. THE ID MARKING LOCATIONS SHOULD BE AS PER "CABLE MARKING LOCATIONS TABLE ". THE TAG SHOULD BE ATTACHED WITH CORROSION PROOF WIRE AROUND THE CABLE. THE TAG SHOULD BE LABELED AS SHOWN ON THE " GSM LINE TAG DETAIL. 11 p RIM . MEN&W-E 11 aft gulaMIA WIRELESS M N OTES: A. CONTRACTOR SHALL FILL OUT THE CABLE PORT DIAGRAM UPON COAX INSTALLATION. CABLE PORT DIAGRAM WILL BE AFFIXED TO THE INTERIOR SHELTER WALL NEAR THE CABLE ENTRY PORT TO AID IN CABLE IDENTIFICATION. THE CHART IS INTENDED TO BE USED TO RECORD THE LINE AND CORRESPONDING ANTENNA POSITION ON THE TOWER AT THE TIME OF INSTALLATION. B. ONE COMPLETED COPY PLUS TWO BLANK COPIES OF THE CHART SHOULD BE POSTED IN THE SHELTER IN A PROTECTIVE PLASTIC SLEEVE. ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING LOCATIONS TABLE BELOW: CABLE MARKING LOCATIONS TABLE NO. C ABLE T DIA GRAM TAG LOCATIONS 1. CAU HARMFUL RF ENERGY EXISTS ON THESE LINES SECTOR SECTOR SECTOR SECTOR SECTOR SECTOR CABLE CABLE CABLE CABLE CABLE CABLE CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT RX RX RX RX RX RX TX TX TX TX — TX TX SECTOR SECTOR SECTOR SECTOR SECTOR SECTOR CABLE CABLE CABLE CABLE CABLE CABLE CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT RX RX RX RX RX RX TX TX TX TX TX TX SECTOR SECTOR SECTOR SECTOR SECTOR SECTOR CABLE CABLE CABLE CABLE CABLE CABLE CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT RX TX RX TX RX TX RX TX RX TX RX TX ALPHA A, X 0v -� 4b n GAMMA, C, Z 1 ORANGE 1 VIOLET 1 VIOLET I I I CABLE MARKING LOCATIONS DIAGRAM NAT GAMMA, C, OR RF CABLES Cl THRU C10 AS REQ'D _PHA, A, OR X RF CABLES Al THRU A10 AS REQ'D G B BETA, B, OR Y RF CABLES B1 THRU B10 AS REQ'D t. " i w Al - 1 TO PROVIDE ADDITIONAL IDENTIFICATION RF CABLES SHALL BE IDENTIFIED WITH A METAL TAG MADE OF STAINLESS STEEL OR BRASS AND STAMPED WITH THE SECTOR, ANTENNA POSTION, AND CABLE NUMBER. THE ID MARKING LOCATIONS SHOULD BE AS PER "CABLE MARKING LOCATIONS TABLE ". THE TAG SHOULD BE ATTACHED WITH CORROSION PROOF WIRE AROUND THE CABLE. THE TAG SHOULD BE LABELED AS SHOWN ON THE " GSM LINE TAG DETAIL. 11 p RIM . MEN&W-E 11 aft gulaMIA WIRELESS M N OTES: A. CONTRACTOR SHALL FILL OUT THE CABLE PORT DIAGRAM UPON COAX INSTALLATION. CABLE PORT DIAGRAM WILL BE AFFIXED TO THE INTERIOR SHELTER WALL NEAR THE CABLE ENTRY PORT TO AID IN CABLE IDENTIFICATION. THE CHART IS INTENDED TO BE USED TO RECORD THE LINE AND CORRESPONDING ANTENNA POSITION ON THE TOWER AT THE TIME OF INSTALLATION. B. ONE COMPLETED COPY PLUS TWO BLANK COPIES OF THE CHART SHOULD BE POSTED IN THE SHELTER IN A PROTECTIVE PLASTIC SLEEVE. ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING LOCATIONS TABLE BELOW: CABLE MARKING LOCATIONS TABLE NO. TAPE TAG LOCATIONS 1. X EACH TOP- JUMPER SHALL BE COLOR CODED WITH (1) SET OF 3" WIDE BANDS. EACH MAIN COAX SHALL BE COLOR CODED WITH (1) SET OF 3" WIDE BANDS NEAR THE 2• X TOP- JUMPER CONNECTION AND WITH (1) SET OF 3/4" WIDE COLOR BANDS JUST PRIOR TO KTG JSA ENTERING THE BTS OR TRANSMITTER BUILDING. 3. pp' X CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER. (IF SHELTER IS USED) CHECKED BY: AUG 0 2 ALL BOTTOM JUMPERS SHALL BE COLOR 4. X CODED WITH (1) SET OF 3/4" WIDE BANDS ON EACH END OF THE BOTTOM JUMPER. ALL BOTTOM JUMPERS SHALL BE COLOR 5 • CODED WITH (1) SET OF 3/4" WIDE BANDS ON EACH END OF THE BOTTOM JUMPER. (* - DENOTES TAG OR TAPE.) A 08/30/05 ISSUED FOR ZONING AND REVIEW NO. DATE REVISIONS SCALE: AS SHOWN DESIGNED BY: KTG I 1, 0 i 0 I f. JOSEPH S. ABBOUD ................... �A 69894 ,o . 8DF` ENA G� D.G. KTG JSA BY CHK pp' CHECKED BY: AUG 0 2 I 1, 0 i