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C 111 27 \A 4 __Ti. / }�' 3?� 6 I I ___ _ _ �- 93 .I �- \ GENERAL NOTES:
\h o �I I I 5 P.U.Q. \ : \ �� - `�� 1 • N I 01 ` / . � ' /
ti \i: 1 ^� i \ 1 I BC -BC \ ` J co \ I / `'.. \ , , L. 10` \ ` ` _
c N t - _ \ `' \ \ ls, I -1 B 1j I /! \ \ I a : t _ - - 1. This property is zoned R-1. .
a ' I. \ - 29 \ r '4\ ti\ / i I �3 i $ \ 1 Q) \ {- .
,Q''\ \ ) I - _ \ \ I I \ \ \ \} \ � t ,/ /: f \ t aR -3 `: I �i t - 2. Proposed Land Use: 31 Residential Lots
ti
' o I --'i" - 'C t" \ 3 \ I + --.' 3 `� E: - - Average Lot Area = 7 827 SF
1 \ \ \ ° _. _ ...- 0' �Q `` 28. �13 / i F 15' P.D ... _ .`�_ , \, _ �r _ ��� I \ tl ' \ ` t g ,
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to . \ , I ,l I \ \ \.t 22 I \ \ } tr, t .. _ _ ._._ _ _ - / j i 11 I I _ _� - ' Minimum Required Lot Size = 5 000 SF..
I.� \ -a \ 5_ P.U,E. _, �,... �_ . i _ _. - \ t t ' �. \ + _. q
1 N J I \ _ _ ._ N.. \ - I- _ , t 6 Lot Density 3.88 Units/Acre
y I J i- I BC 9 / �__ L__= - 1 a -}
a 1 �� 1 \ \ \_ \-= u3 1• = _ . \ i \ ` 1 I Max. Allowable Density 8.0 Units/Acre
0 1 i \ � Row °ice. I a\ \ \ \ \ I ti _ -.� - �' -t ` t \ 7 \_ --�t 1 3. Public Ri ht-of-Wa Acrea e = 2. 0 Ac.
v ' I \ 1 Y \ _ �' \ \ } a \ z \ �- \ \ 1 4 ' r- _�._- =\ t..,1, / I ' �., I I \ I-_ I- --- - , . 9 1 Total LotAreaAcreage '. 9 = 4
\� C i I \ _\ -- 1 ' \ 1 \ \ I I I \ / % i 7 \ i \ _ -5.57 Ac.
\ I -\ J Z I 28 I` t `- \ \ \ i I I _ 4. Minimum Builidin Setback Requirements are established in the
i. I { ' 3 ro BC BC \l ' I N \ 4 I t I ' I 1,, I / \ � r S, i \ ^ '` ♦ . -- t S c ,
,�,\ } �� \ \ t \ 21 \ \i \ \ \ - - -__ _ _.. - i - I - \ , _.�._,--- -\: w \I \� I � �` -( City of College Stations Unified Development Ordinance #2617.
V N \ ? I I 1 \ } j\ _ i' r ./ ` .�.t.- : Ct ��. ! \ J � \ __ -� t--r \� 5. According to the FEMA Flood Insurance Rate Mops for Brazos
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\ p� _ \ i \ i -' A \i - _r - ao. _•'- - -: ..._ \\ 1 t I - \ P Map Numbers 48041CO200
1 \ County, Texas and Incorporated Areas,
�_.1 �� - - \ i I { , I I� - -�_ ` ` I 8 T \ \ 7 C effective July 2, 1992, this property Is not located in a
1 tI\ I. I _\5-P'U.E. t} i -- �_!_-- l � I t I I \
-___ 1 \ \ \ \ , f `� \ I r /_� \ m i t\ \ - .._._ --• _ \.. \ I 100-year flood hazard area.
I �_ .__ _ .../� _ :.: -N == \ . _\ - I i \ \ 1 I i o 5 �' . l I v o t I _
}/ 4 6. ORIGIN OF BEARING SYSTEM: Bearings .shown on this lot are
_ �-" t I \ i \ \ \ m 1 \ /.. /:� t ' , I \ __ J 11 / Q \ cv \ I \ t \ - 1 8 9 P
t Central Zone NAD=83 datum in
0 1 t \ \ \ t \ \ 1 \ J \ 27 1 F '-- �'R
' )4'.- °' / _, m i f • 8 \ rt \ � J i • } , \ based on Texas State Plane,
u I t t,.l I I I \ 5 \ \ > / t - `� accordance with Cityof Coile a Station 1994 GPS Control
a 1 , I I \ \ J \ i 1 \ I \ I , - L I� / 1fi1 \ I�� ?s l - �- , \ j t\` ' I _ .\ \ _ �.._ r- Monument No• 13"' 9
O I 1 \ t n 20 \ \ 41 ' I . j % I__ ' % i I + \ _ Ol �' \ { t \. \ I �,•- - "- e.
�\ 1 1 1 I o }7 \ \ 1 _ i c \ �> `• _ l'"� = r �1 <i . I / '\ _ - `� I �- \ - \ ,,/, \� _-----""_ Northing: 10190998.225
�: \ \ \ ! I N _._..._._. \- - 1 S �a 1 �- - _-� � I / / ! I / I �.. I _ "t I I t , �� f3 _ = - --�1 __- Eastin 3565354.173
1 III N I `� \ _ _ \ 1 \ __� - -t 'I I \ 1 /, r r �' /, ry. % I °\_- - -I ..� \i \ I \'° \ ` l 11 i-� _ .:_---'_. Elevation: 318:29 (N.G.V.D.)
I - :-.,._..__ _ \ I \ \ \ 4 _\s •„/�- t _�___r-- \ -: 7 Existing ground contours shown on ti'.'a drawing were obtained
1 I. 1 \ 1 \ \ \ / \ 26 / _ `\ r / ) i . , I \3� '\ \ ` - _. -- -RCP = \s(4 _-- from the City of College Station aerial contours
i t I I m \ 6 \ c _ _ -_ �� j. ___}' , l . ,//-/f_ ,.o/ I 9\ s \ \ % J _ _ ` i= - ` 4 f �', - 8. St r y go t s mopping program.
I� �� t%-- \� �` \ f -t \, I s - o mwater detention for this development
1 \ , \ �, \ { \ t I \ 1 \ \ �' r f I l' I r �\ \� 1 I- ��_ _ r - e -l.w e opment is provided in the
_ \ 1C0 I \, ' I l\ _ es 1 8 0
i' _ - ' 1- :� . �� detention ponds previously constructed with Phases & f
I °\ 19 \ I \ 3�s I \ 5' Pfp:E. •__ /� _ 'w = _ c \ ?� \ ` f = -" s7� _ P P Y
I I , 18 ` , , I \ I _ __ _ ` \... �'i' G - -- =' = _. .:.__ �r j o �+ I ` \, r _ r_y _� - ��� -' 2T RCP- �\ 1 Edelweiss Gartens.
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\t P.D.E. _ \ -so �� ----._. , , =- . / " �r I`- \ I It - _._..�} ... 1 9. Abbreviations:
1 \t 5_ - --sr - � i7 =-i _ I � \' ti I)_ 1.. \.. __ _- t- -- -� - _ 6 Sao_ -�'- ) i a ons:
\ j ��. t "\ - �~ - , --- I 1- / -o \ I _ 1.� a:_- - a - I - - - ��� -- ---� ~ ' 11i t' P.U.E. - Public Utility Easement
N-- ° I o - s``�"- �c ` i 1 r : \ i t \ �_' //, .% �,-�.`zr = �r ��' ` \ s�/� to \ P.D.E: Public Drainage Easement
i ( - - \, I \ I \ / , 7 � I o V . --_.:= -=•= - -: -&-_ \ e 1 - --- s/� t Nil' \ , 9
1 I 3 I -t w } I \ i ,, .. - \ _ b . �'- g��� / �; H.O.A. - Homeowners' \ k \ I \ i_ 25 \ 1 t ,/ / %�� ! - I rl� "� ;_ a Lane \ _`� -..: .- t - i ` 13 t e s Association
p�' p� 1 N v \� \ I \ \ \ \ I \ I - \i , _ - _ _ -s �: \ _= r Passendo '\ : -\ T" - Ct ' 1
\ \ I ( - i g _ I ,� I \. I I `\. '� ._,....... -. 4` I % i \ '" = 6/ = -•�. ! \ \ I \ - - -t - .
3 �- \ \ \ .. t r t _ s s/L: _ - `� t 1 \ B.S.L. Building Setback Line
1 _ \ col 14 Pr.A.E. Private Access Esm't.
,� I I m �9 t\1 \i \ 1a I `� \ `, / r 1 I r , \ N m 0-----------_ - _ :i _ \ * . 1 \ \15 1 t .. t
1 i i i \ 4 \ 1 \ 1 } N / __ _. .=c; 1 ; c r \ I *"1. 6 =1i - - \ t\ \ \S 6 ' 11t i \ .
0 4 \ \ o \ i \ -- _ _ �C J I / / V.� ) ! ( _.._ __ - i 5. sl r - j jj 1 ? 1 i \� Monhole \
O { I \ _ I t \ ,i r7rtens : " . --� , 1 a p _ 1 ._ - -'�" l I I. \ A \ \,�? i �� t _ f, .
�' I I (\ I l.. - - \ , \ \ Ede%Yeiss... \ .\ \ \ , I I ►� / 1 % _ ___ __. _ - I " 5' P.U.E \ iII , � � \ ' � � t ,� \ L geed
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-� i i _ _ t \�,, \ t I _ �_ _- �'h I S 1 \ ,, k �,.. 1 .- __ "S 38 48 38 w I / 1.� t \ 1 \ N, u tn. \ \ 1 _ -.---n \ ,1 t t - sD sD Proposed Storm Drain S stem
,u r 1 i \ 1 0\ \ \� 1 \ \ ! ! �/ I / \ _I \. p r �3 t. li `� 1. 1 i t \ f8 _ r - \ UJ t l 1 6S Proposed Sewer Line w y size
p I \ t \ L ned / 11 i5:80,;,,;� - i \ \ 9 _ \ 1 _ -- P /
t 8W Proposed Water Line w/ size
�► 1 1 \ \ a \ \� `' \ Zo C l 1 8 ` �: I ` \24 r/r i L ,,,,.. t... +� L 1 I \ I \3 `�3 `lV y , 1` C 1 \ ---f _..t• ' \ t I I _
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'� 1 i (t C } \ 20 t \ 17 \ \ .i N _ I "'� ' 334` h` _ ` s? �� �\ `II'<.� 21 • \1 2� -'i �- l` \ t `i '\.J �`��( 1 Phase Boundary
• .� 1 \ '� \� t I \ / I' �_ P __- - i ` - 22 .Q I \_ - \ l \ ,� p 12 I �✓- ~ ,,_,
1 I + N\ i \ \ U.E: 1 \ / -� .j� �0. .U:E: _ I-vLni 1 Z ' 1 � iII irt\ � � \, 1 S .'f y, I a�ee��ee Property Line
Z \ I w \ _ I \ I 5 P• _ -_ 1 ^ _ _. \.._ I - _!T_ - _- _ _ C tn S 23 t \ '- _ \ j \ ._-\ o.t, ®1.v., 2
1 __-� - \ __ -1 \ �/ I I 1 C►� 1 24 I \ j \ a\ ` I _--L .+' 8a Existing Contour Line
-I• -\I- - r 1�",;��%tom - C 1 ` 9 -�. 25 -.: `KILT •� 1( #9 op40 lot O
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Z -� \ I i I \ I \' .\ -\ - \ L 1 I N I..v� 1: c4- I,, \ f� \ _�._ ' \ ` i . gyOC.. -.. L ... _ -� - l Proposed Sewer Manhole or Junction Box
J 11 \ \ i \ t - -~ - -6 Pro o§ed Fire Hydrant
D 1 \ I \ i ► \ (. �-a } , o\ vo flo '•" \' \. 1-_._ \. s' 51 d cres P
U } i ! \ r-. J I 1\ \ 1 _ I . ~ _ z17' ,� •� \ ... 1 1 _ v,...•c '°° 3 ` I _4,32 A.
. it^+.a \ I \ . ` O \ \ \ i 11-•--•-\ -- 3 t� Pro osed Storm Drain Inlet
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i ' ` 1 4 \ i i 34p� I . 33 in 1 r�1 I u, 14 t\ ,ZQ P.U. - _- w w \ ' -- / 091, Pg .
}' \ \ _ j. \ I 9 ` ,� u, I 1. t', aw a e.3..0, "_ \ 325 VOI. 5 _Q
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_, , - --'1 \ -_. _ _ =- 1 ` _ _ .- �.1 p i ,38 �'` ,,,�....`.►•• \- \ _i \ \ ,� L/NEJQBLE
1 -4- •1- \ . - �- - 1 . -\• I \ 1 �3 S J8 120 _ _ I k : .
N i \ _ I - \ 1 �� \.34r 1 1.,,-_ - i_, ,.� .... to3' C - .4 \ \ ui I ) \. \ `� 18 / / LINE BEARING DISTANCE
1 \ 1 > ``\ ' I 34 n t _` ' i .` 11T - ._-- , \ /\, / _ \ \ \ / I L1 r „ ,
I 1 I �-. \ I z.� } 1 / - \ \ .I , `;�� \ " . 4, // \ S 38'48 38 W 50.00 .
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11 i 1 , 5 P _ \ 1\I I i \ / / . \ Q i s• \ ?, zs �� a i o / L3 " ,
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1 I I\ ; yy 23 \ I \ 14 I I `. I 1 1�.. '" 1 \ - , \ 52' / \. I \ \ . , CURVE DELTA RADIUS LENGTH TANGENT CHORD. BRG: CHORD
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1 i 1 ` j I I -_ 1 I. p � � h"' \ ,ram \ , C1 3'49'34" 3623.00' 241.94'. 121.01' S 36'53'51" W 241.89'
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