HomeMy WebLinkAboutDrawingsZ JO Z 133HS 96L£ -89Z (6L6)
LfiBLL Xi `uoRDIS 9691100
L LLL -069 (6L6) 69Z x08 'O'd `je9.j jS 4oJn40 SOS
G-VgLL sDxal - 1.101101S 9691100 •o0 6uiAeAJn$ JJe)q
PDO21 uan4DJO LOL L ZOSV ' SId8 `JJa>1 PDJIJ
'3'd `osJf1 •-! Ja6u!0 :�o
SaOIDD.JIUOO Igaaua0
929L X1 `OIUOIUd uDS
N OOX 3 i Z9S a�!
0 Lt� 4001 1.sDa4�oN Ot�
'�33NION3 '11I `A1•IDad DJDJJDO
20oz `J38W3nON *n3N ��13do33n3a/�13NM0
20OZ `8380100 X 00 _« 6 :31d0S
SVX31 `AiNno:D sozva8 `N011ViS 303 - 1 - 100
6V -d `A3AanS 38043 - 1 1100S W
L .!_O1. `9 L >10018 8 L naHl L S101 '0 L >10018 9 L naHl L 8101 '9 >10018
Ot nMH1 L S101 Vt >10019 •6 L nHH1 L S101 '6 >10018 ti L nUHl L S101 't >10018
9t n21H1 L S101 '£ L >10018 9Z n21H1 L,810 9 L nUH1 L S103 '£ >10018
L nbH1 L S101 `Z L >10018 Z L nNHl L S10 >10019 9 L nNHl L S101 'Z >10018
L L num L S101 ' L L >10018 Z L n11Hl L S101'9 >10018 tit naH1 L 8101 ` L >10018
'Od 6K'69 = Z 38bHd 'Obi £90'Vt = d d
S H
SM10V Z0Z'C � I
A3A�VH SVIIIA
l ' v - 1
ii A
=L T
'S2133NION3
O Hl AG S1N]I AMAdINI 3S3H1 AO IVAO8ddV NO
30 Sd210 3 3 1N30NIlN0 0
3W NV1d SIHI NO NMOHS S11\13MAMMINI 321nipmasyd INI �DH10
3Hi aNV SaNOd NOI1N3138 a3SOdO�Jd 3H1 30 N61j_5mJiSNO0 3Hi
100,
GN3031
S`d111A 11Nn N04
11VJL3(7101 IVOIdAl
,og ,LZ 133 �j 1S
'NIW ,OZ
XVW ,5Z
I
S
I 8 �� I 8 d 'A331V8Vd3S
03SVHO21nd 38 NVO
in8 .9. ONV „V„ §101
.g g� NO 3anionas L SV
031onNiSNOD 38 IIIM
SANn ONn Z 3141
- NIW ,5 L
- "�.92 -�-.g£ C OL
-9 -s- 9 - S 9-S - -
'(VOH) NOI1VI0OSSV ' S83NMO 3W0H 3141 A8 0£ J.VMHOIH 31V1S
a3NIV1NIVW 38 3711M A3111 ONV '31VAIdd 38V SV3NV 03dVOSONVIA1381\13389 3141 (INV SV3NV NOIIN3138/NOIIN3130
(DNIIHOI3 13M.LS ONI0n301\11) S3NI3 -
01810333 803 O33IVISNI SV 38n10n81SV213N1 OIN10313 2104 SIN3W3SV3 S301AO8d 83d033A30 3141 '0
'S3SOd8nd NOaon8iSN00 NOd 1N3013SV3 13NNVI8 Q]1 OdW31 S301AO8d 83d0I3A30 3141 'd
NDIS3a ONV S03dS .1110 83d 9N11H013 13381S S11V1SNl 83d033A3a 3141 '3
'10 mcl 3141 2103 VIVO OV03 S301AO21d 83d013A30 3141 'O
'ACID 3141 A8 03aIA08d
38V S3X08 33nd 'NDIS30 0NV NOI1V0I3I03dS ALIO N3d SV S3X08 3lnd S33V1SNI 83d033A3a 3141 '0
830NIVW38 S11V1SNl A110 `1333 O L 9 'sd `0*9S '1
IS211d SIIVISNI 83d033A3O '(S)3lOd 83SI8 2103 IInONOD 01011 "# .10 ,02 S301AO8d 83d033A30 3141 '8 sIMAL a.WV 18'1 -7 881
NOIS3a ONV SNOIIVDI3103dS .1110 83d iInONOD SIIVISNI 83dO13A3a 3141 'V •auj I=jd .Ladng sozvAir
:30fAN3S 3V01810313 NOISIAlaenS '8
'3AINa 13NnV1 NIVINnon NO 3AI21O VI31IVd 01 O3MOIIV SS300V kVM3AINa ON 38 I31M 383HI 'L �
'SVX31 `ALNn00 SOZV218 30 saw ma 1330
IVIOI.1d0 3141 d0 '899 V 299 'S9d 1LO9 'IOA ONV 88$, 'Od/989 '30A `1330 A8 SI 10V211 SIHI .10 dIHS83NM0 •9 AL'£09 - Mn60,
'SHION3I 08V 3NV S3NI3 AVM- ,10 -1H0I8 80 kNVONnOG 3141 ONOIV NMOHS SHION31 3ANn0 'g ... ��
V321V ONVZVH OOOId NUA -005 3141 3aiSinO '
ONI30 SV 03NId3CI ,.'X 3NOZ SV3NV 2131410,. NV NI 031V003 SI JU_83dO8d SIHI 'Z661, `Z A3nr '0- 19100!,08$, 'ON dVW O `
`SV38V 031V210d8ODN1 ONV SVX31 `ALNn00 SOZV218 2103 (W2113) SdVW 31V8 33WV mSNI 00033 3141 01 ONIall000v 't `
VIVO k3A8ns a131d
ONV N011ViS 3033300 30 .1110 3141 2103 *661. NI a3dO13A30 ONIddVW 1V183V WON3 SI NMOHS kHdVHOOdOi 3141 '£
O 0 �W
10121iS1a 1N3Wd033A3 3NNVld 03NOZ A11N32121n0 SI (S3210V 928'901,) Al213d021d 3141 30 2130NIVW321 �
3141 ONV `(! -0) IVID83WW00 03NOZ A3.1N3dNn0 SI k1N3dO8d SIHI d0 (S3dOV L92•L) 51. >100 '! 103 'Z O �
202'908 -992 =A , •bLZ'LLL9ZZOL =X 't661, NI
03HSI38VIS3 `30NV211N3 NOI1ViS8nS I oal.0313 NVA218 3141 NUN 031V003 SZL 'ON LN3WnNON - 1081NOD 3VINOZINOH 0
NOIIVIS 3031300 d0 1.1.10 3H1 30 N0111SOd 3141 NOdn 03SVB 3aV ONV '3NOZ 3V81N30 'N011031`08d LN38WVl
W3ISAS 31VNIC18000 3NVld 31V.LS SVX31 28 -OVN 3141 01 03212134321 SI NO383H NMOHS W31SAS ONINV38 3141 'l,
c !' - - �1c. r ?S7 \r•r Q �. ��. -v7 S3ION
S£ o}
91. w04 s}y bulpllnq 10 96uw algDMo11D UD anDy IIIM S6utlfaMp LllwD1 e16uls 941
1
<
- sJt s Duotssa oJd
•saaJt aJ uD s,aa�(n awo awt
} .T I T
s }of Jo s}!un 6ulpamp •xDW Z2 - •} P q y } S-
s a JDW a6JD
6uno� s uaJDd a buts a n out o a st D sa 1199 SD
I.4 }y
aaJ s o0s -a - no D uo s o stun but aM o Ja w
_ � I P i } P y.lq }
q 4 } �i
} } P 1 } I/ }. .II P3 q nN t �!
t } } } ,LZ -
91111 �fooq }as JDaJ -10 1u ID Z2 - 4}P1M }03 wnwlulW - wslu0yoaw
}U9wa0J01U9 UD SD UOI}DIOOSSV sJ9umO 9w0H ' D qj!M SPJDPUD }S IDJn}oa}IyOJD PUD
AS 005£ - DaJV }o3 wnw!utW - '6UnIJDd 'sfoua}Dw 6ulppq }op1sw o} paslnap aq film suol}ou}saJ Jay }O '02 ADM461H �
suolsuawlp puD azls }of wnuilulW - a }D }S 6UOID U98JOS D a}D910 o} 6uldDOSpUDf anisua }xa SD 119M sD 90_UDJ }118 ay}__
,g1. - )fdDq}aS JD98 - 10 apls Jay }la uo aJn1Da1 Ja }DM D y }IM U01SInlpgns ay} 0 1 0311WILIG }awls anl}DJOoap
,g'ZL - )l3D919S }aaJ }S aplS - D apnlou! IIIM sal}!uawD IDUOI}IPpV •s}UawaimbaJ uo!}oolpap - pUD14JDd u01113 8691100 0
,g - J0Dq }9S ap!S - 1 A}10 ay} UDy} J91DOJ6 saw!} -t Aj9jDL11lxoJddD aq IIIM sDaJD asatl_I_ •1101}D}969n
U1W ,OZ ''xDW gZ - )fooq}aS }uoJ3 - 6U!}Slxa 0A.Maad o} POIDOOI aq ADw 4014M 'sDaJD padDOSpuol puD '93Dds uado
saouD }s!p auli jooq }es 6ulpl►n8 - 'jJOd pooytogy6lau D apnloui sasn puDf IDUOIIlppV •1991 gZ 10 wnwlxDt•11' D puD }aa1
s}oI IDnp!AIPUI uo s6Ul1I9Mp payoD} }D }lun -Z - OZ 10 wnwlulw D o} pa }!wll aq ll!M 93UDISIP >10Dq }as 6u1pl1nq }uOJ1 ay} puD 'a6DJD6
JDO -Z D anDy O} paJlnbaJ aq 111m }!un 6u►pamp 43D3 T101 IDnpin!pui uo s
:swa}! 6ulmollol ay} Jot pa}sanbaJ aq ADw SPJDPUD }S p940DIlD }!un -Z y }!m IDI}UaP!SaJ 41!SUOP y6ly s1 }uawdofanap sly! Jot asn PUDI ayl
n0110 1S aballoo do L }!0 ay} o} SUOI}DUDA JO Su01 1D3111Pow snolJo4pafnf esn puD! Paso 0Jd
•a0UDU a6DUIDJp U011D }S 9691100 u01 .1 D 9691100 JO 40 ay} 1O
10 41!0 ay} y }!M aOUO11dwoo u! s1 }ualudolanaP pasodOJd ay} �C11Jan 01 'DaJV 09/02 'UDId anlsuayaJdwoD ay} y }! � ldwoo o} papua}uI s }uawdolanap sly}
pap!noJd aq Il!M }JodaJ a6DUIDJp V •)faaJO Ja}JDD 10 �CJD }nglJ} D o }u! 11ounJ • 10 �C }!lDnb P93UDyua UD JO1 aplAwd }Dy} S911!UawD y}lM �C }!unwwoo IDI}Uap!saJ
ay} a6 JD40SIP uay} puD spuod uol}ua}ap gbnoJy} }! a}noJ puD }uawdolanaP Al!suap y6l14 D s1 }ou}s10 }uawdolanaO P9UUD1d sly} 10 }u9}ul puD asod. nd at{l l
G'41 w04 a6DUIDJp ay} IoJ}uoo o} pa}owlsuoo aq film wa }sAs Jamas wJo }s V }UDW9 4D }S }110}UI puD aso Jnd
UOIIDWJOIu1 }uaw olanao pjauao
3„ L 1.,2 ".9LN
,94'0"
,OZ3
/30VdS N3dO O3SOdO8d
,00'92
V321V >I21Vd 03SOd021d ..•:::: '.• '
V38V 3dVDS0NV1
"; C
,0 L'Z8
/1138N3321O a3SOd021d
.9 1, 1 1, 0,0 l
AIVMWIS ,$, a3SOd021d
1 278
0_171.0
M „Z L,99A VN
,1,£'Z$,
,OL - 62
S3Nn 01810333 aV3HN3AO 3 3
13NNVHO 31380NOD a3SOdO8d
' tt'05
62 40
3Wnii 31380NOO 03SOdONd
MEM
3NII3dld SVO - d- d -d -d-
ONOd O3SOd08d
,00
3Nn MO21
N01103810 MOId
3 „99,1,£.9LN
3NII 1N3W3SV3 ONIISIX3
131NI W2101S 03S0dO8d
„OZ,8 1.:b ! l
3NII 1N3W3SV3 (13SOdO8d ----- ---- ---
NW3S N801S 03SOdO8d
- Ls -is -
83N800 ),W3d08d 0
1NV210AH 38IJ a3SOdO8d
Hd8
3NI3 NOISIAM 103 ---- - - -- --
3NI1831VM 03SOdONd
9-n
3NII 101 - -
330HNVW 83M3S 03SOdONd
°
3NII 3SVHd
3NIl N3M3S ANVIINVS 03S0dO8d
9- S
ANVONn08 1VId
3NI1831VM ONIISIX3
zt -r
(80NIW) 8n01NO0 0NIISIX3
3NII 213M3S Q1VIINVS ONIISIX3
ac - s
(8orVW) 8nO1NO0 DNIISIX3
GN3031
S`d111A 11Nn N04
11VJL3(7101 IVOIdAl
,og ,LZ 133 �j 1S
'NIW ,OZ
XVW ,5Z
I
S
I 8 �� I 8 d 'A331V8Vd3S
03SVHO21nd 38 NVO
in8 .9. ONV „V„ §101
.g g� NO 3anionas L SV
031onNiSNOD 38 IIIM
SANn ONn Z 3141
- NIW ,5 L
- "�.92 -�-.g£ C OL
-9 -s- 9 - S 9-S - -
'(VOH) NOI1VI0OSSV ' S83NMO 3W0H 3141 A8 0£ J.VMHOIH 31V1S
a3NIV1NIVW 38 3711M A3111 ONV '31VAIdd 38V SV3NV 03dVOSONVIA1381\13389 3141 (INV SV3NV NOIIN3138/NOIIN3130
(DNIIHOI3 13M.LS ONI0n301\11) S3NI3 -
01810333 803 O33IVISNI SV 38n10n81SV213N1 OIN10313 2104 SIN3W3SV3 S301AO8d 83d033A30 3141 '0
'S3SOd8nd NOaon8iSN00 NOd 1N3013SV3 13NNVI8 Q]1 OdW31 S301AO8d 83d0I3A30 3141 'd
NDIS3a ONV S03dS .1110 83d 9N11H013 13381S S11V1SNl 83d033A3a 3141 '3
'10 mcl 3141 2103 VIVO OV03 S301AO21d 83d013A30 3141 'O
'ACID 3141 A8 03aIA08d
38V S3X08 33nd 'NDIS30 0NV NOI1V0I3I03dS ALIO N3d SV S3X08 3lnd S33V1SNI 83d033A3a 3141 '0
830NIVW38 S11V1SNl A110 `1333 O L 9 'sd `0*9S '1
IS211d SIIVISNI 83d033A3O '(S)3lOd 83SI8 2103 IInONOD 01011 "# .10 ,02 S301AO8d 83d033A30 3141 '8 sIMAL a.WV 18'1 -7 881
NOIS3a ONV SNOIIVDI3103dS .1110 83d iInONOD SIIVISNI 83dO13A3a 3141 'V •auj I=jd .Ladng sozvAir
:30fAN3S 3V01810313 NOISIAlaenS '8
'3AINa 13NnV1 NIVINnon NO 3AI21O VI31IVd 01 O3MOIIV SS300V kVM3AINa ON 38 I31M 383HI 'L �
'SVX31 `ALNn00 SOZV218 30 saw ma 1330
IVIOI.1d0 3141 d0 '899 V 299 'S9d 1LO9 'IOA ONV 88$, 'Od/989 '30A `1330 A8 SI 10V211 SIHI .10 dIHS83NM0 •9 AL'£09 - Mn60,
'SHION3I 08V 3NV S3NI3 AVM- ,10 -1H0I8 80 kNVONnOG 3141 ONOIV NMOHS SHION31 3ANn0 'g ... ��
V321V ONVZVH OOOId NUA -005 3141 3aiSinO '
ONI30 SV 03NId3CI ,.'X 3NOZ SV3NV 2131410,. NV NI 031V003 SI JU_83dO8d SIHI 'Z661, `Z A3nr '0- 19100!,08$, 'ON dVW O `
`SV38V 031V210d8ODN1 ONV SVX31 `ALNn00 SOZV218 2103 (W2113) SdVW 31V8 33WV mSNI 00033 3141 01 ONIall000v 't `
VIVO k3A8ns a131d
ONV N011ViS 3033300 30 .1110 3141 2103 *661. NI a3dO13A30 ONIddVW 1V183V WON3 SI NMOHS kHdVHOOdOi 3141 '£
O 0 �W
10121iS1a 1N3Wd033A3 3NNVld 03NOZ A11N32121n0 SI (S3210V 928'901,) Al213d021d 3141 30 2130NIVW321 �
3141 ONV `(! -0) IVID83WW00 03NOZ A3.1N3dNn0 SI k1N3dO8d SIHI d0 (S3dOV L92•L) 51. >100 '! 103 'Z O �
202'908 -992 =A , •bLZ'LLL9ZZOL =X 't661, NI
03HSI38VIS3 `30NV211N3 NOI1ViS8nS I oal.0313 NVA218 3141 NUN 031V003 SZL 'ON LN3WnNON - 1081NOD 3VINOZINOH 0
NOIIVIS 3031300 d0 1.1.10 3H1 30 N0111SOd 3141 NOdn 03SVB 3aV ONV '3NOZ 3V81N30 'N011031`08d LN38WVl
W3ISAS 31VNIC18000 3NVld 31V.LS SVX31 28 -OVN 3141 01 03212134321 SI NO383H NMOHS W31SAS ONINV38 3141 'l,
c !' - - �1c. r ?S7 \r•r Q �. ��. -v7 S3ION
S£ o}
91. w04 s}y bulpllnq 10 96uw algDMo11D UD anDy IIIM S6utlfaMp LllwD1 e16uls 941
1
<
- sJt s Duotssa oJd
•saaJt aJ uD s,aa�(n awo awt
} .T I T
s }of Jo s}!un 6ulpamp •xDW Z2 - •} P q y } S-
s a JDW a6JD
6uno� s uaJDd a buts a n out o a st D sa 1199 SD
I.4 }y
aaJ s o0s -a - no D uo s o stun but aM o Ja w
_ � I P i } P y.lq }
q 4 } �i
} } P 1 } I/ }. .II P3 q nN t �!
t } } } ,LZ -
91111 �fooq }as JDaJ -10 1u ID Z2 - 4}P1M }03 wnwlulW - wslu0yoaw
}U9wa0J01U9 UD SD UOI}DIOOSSV sJ9umO 9w0H ' D qj!M SPJDPUD }S IDJn}oa}IyOJD PUD
AS 005£ - DaJV }o3 wnw!utW - '6UnIJDd 'sfoua}Dw 6ulppq }op1sw o} paslnap aq film suol}ou}saJ Jay }O '02 ADM461H �
suolsuawlp puD azls }of wnuilulW - a }D }S 6UOID U98JOS D a}D910 o} 6uldDOSpUDf anisua }xa SD 119M sD 90_UDJ }118 ay}__
,g1. - )fdDq}aS JD98 - 10 apls Jay }la uo aJn1Da1 Ja }DM D y }IM U01SInlpgns ay} 0 1 0311WILIG }awls anl}DJOoap
,g'ZL - )l3D919S }aaJ }S aplS - D apnlou! IIIM sal}!uawD IDUOI}IPpV •s}UawaimbaJ uo!}oolpap - pUD14JDd u01113 8691100 0
,g - J0Dq }9S ap!S - 1 A}10 ay} UDy} J91DOJ6 saw!} -t Aj9jDL11lxoJddD aq IIIM sDaJD asatl_I_ •1101}D}969n
U1W ,OZ ''xDW gZ - )fooq}aS }uoJ3 - 6U!}Slxa 0A.Maad o} POIDOOI aq ADw 4014M 'sDaJD padDOSpuol puD '93Dds uado
saouD }s!p auli jooq }es 6ulpl►n8 - 'jJOd pooytogy6lau D apnloui sasn puDf IDUOIIlppV •1991 gZ 10 wnwlxDt•11' D puD }aa1
s}oI IDnp!AIPUI uo s6Ul1I9Mp payoD} }D }lun -Z - OZ 10 wnwlulw D o} pa }!wll aq ll!M 93UDISIP >10Dq }as 6u1pl1nq }uOJ1 ay} puD 'a6DJD6
JDO -Z D anDy O} paJlnbaJ aq 111m }!un 6u►pamp 43D3 T101 IDnpin!pui uo s
:swa}! 6ulmollol ay} Jot pa}sanbaJ aq ADw SPJDPUD }S p940DIlD }!un -Z y }!m IDI}UaP!SaJ 41!SUOP y6ly s1 }uawdofanap sly! Jot asn PUDI ayl
n0110 1S aballoo do L }!0 ay} o} SUOI}DUDA JO Su01 1D3111Pow snolJo4pafnf esn puD! Paso 0Jd
•a0UDU a6DUIDJp U011D }S 9691100 u01 .1 D 9691100 JO 40 ay} 1O
10 41!0 ay} y }!M aOUO11dwoo u! s1 }ualudolanaP pasodOJd ay} �C11Jan 01 'DaJV 09/02 'UDId anlsuayaJdwoD ay} y }! � ldwoo o} papua}uI s }uawdolanap sly}
pap!noJd aq Il!M }JodaJ a6DUIDJp V •)faaJO Ja}JDD 10 �CJD }nglJ} D o }u! 11ounJ • 10 �C }!lDnb P93UDyua UD JO1 aplAwd }Dy} S911!UawD y}lM �C }!unwwoo IDI}Uap!saJ
ay} a6 JD40SIP uay} puD spuod uol}ua}ap gbnoJy} }! a}noJ puD }uawdolanaP Al!suap y6l14 D s1 }ou}s10 }uawdolanaO P9UUD1d sly} 10 }u9}ul puD asod. nd at{l l
G'41 w04 a6DUIDJp ay} IoJ}uoo o} pa}owlsuoo aq film wa }sAs Jamas wJo }s V }UDW9 4D }S }110}UI puD aso Jnd
UOIIDWJOIu1 }uaw olanao pjauao
3„ L 1.,2 ".9LN
,94'0"
,OZ3
„L - 0,62.Lo t
,00'92
,86'91
Lt 1.0
3 „62,Zg.L L N
,0 L'Z8
1 LZ' Lt
.9 1, 1 1, 0,0 l
1 00'OL"
1 278
0_171.0
M „Z L,99A VN
,1,£'Z$,
,OL - 62
„tZ,92.91. l
' 00 . 9Z
' tt'05
62 40
M„ LZ,gS v LS
1 £5'88
< 6 V96
„6Z,5Z.9E
,00
' 9t'90Z
8£ LO
3 „99,1,£.9LN
1 L O•Z"
,ZL'8E
„OZ,8 1.:b ! l
1 00 . 9-
' 88 . 6-
L£ 1.0
M„ £9,ZS.OZS
,£6
, !0'g,
,
' 00 . 020 L
,96'68
921.0
M „- L,62.8LN
' 8 $,'22
' t57Z
,LZ, Vg
,00'9Z
,89'9£
92 to
3„ 0V,L9.L $,S
,9 V66
,28'05
,92.LZ.gZ
,00'SZZ
.86'66
121.0
M„ LO,Z2.98N
,ZO
. LZ' 1.2
„8Z,9£.ZO L
1 00'9-
,LL' $,t
2210
3 „90,6,.LOS
,ZL•t2
,ZL'tZ
,02,L9.L1R
,00
,82'82
Mo
3„ 2Z,L£.L $,S
,5 L' 1, L
,85'5
.,tO,62.2
,00'9L L
1 51' 1,1,
L£ to
3„ 1,9,Lt.82N
,88'91
,L_vTZ
„ 20,2 -.9
,00
,06'9"
02 to
M„ t,69.80N
,Z2
, -6't Z
„ 1, 1,-9.68
,00
, lZ'62
6Z LO
3„ L9,1, 5.6tS
,1.6' L2
,00'9 L
„00,80.8
1 00'9ZZ
,t6' l£
8Z 1.0
M,. "9,0L.88S
.86'52
< !6 . 9Z
„02,ZO.Z6
,00
1 9Vot ,
LZ to
3„90,6t.LOS
.ZL't
,Z1,1Z
,OC,Lg.Lg
,00'9Z
.82
9ZL0
3„5t,55.L8N
,£ L'9£
,t L'9Z
„L - V,Z2.Z6
,00'9Z
' 8£'Ot
9Z LO
3 „9t,95.Z,N
' 22 - L L
,L9
„gt,Z£.Z
,00'062
,t2'L L
tZ 1.0
M LZ.2ON
1 LE'92
, LO'9Z
1 ,89, 1.0.06
,00'9Z
1 8Z'62
£Z'L0
M „O L,82.25N
,9L - 99
,Z9't£
,LO,1. 2,0 L
,00 - gL£
, $
ZZ 1.0
M„ L l,69.LLS
,81.' "2
, Lt'2Z
„Z 1.;,1..98
,00
,29.'L2
!Z LO
3 2 - 1 5 L.82N
,9C79
,2t' 1.2
„R,L,L - V.9
' 00'025
,6L'Z9
OZ 1.D
3„" L.tO.ZOS
' 99',2
, 1, 6
„Z L,LZ.LB
,00
,9 L - 82
61, 40
3 „0 L,Z L.68N
,92'5£
,00'9Z
„00,00.06
,00'9Z
1 LZ'62 .
g L LD
3„ 2£,Z ".Z "N
,SL'2 L
,68'9
„LZ,90.Z
1 00'9L2
1 8L'£ L
L L 1.0
M„ 82,OZ.20N
' 92 . 92
,00
„00,00.06
,00
' LZ'6£
91.1.0
M„ ZZ,62.98S
' 92'92
,00'9Z
„00,00.06
' OO'9Z
,LZ'62
9 L LD
3 „9t,99.Z
' ot - 2 L
,OZ'6
,.8 $,,Z2.Z
,00'1 L-
' Ove I.
t 1.40
3
,92'52
,00
„00,00.06
,00
,LZ'62
21,1.0
3 „L9,89.88N
,6 "'92
,6 1, '9Z
,LZ,gZ.06
,00'9Z
,9 - - 62
Z l 1.O
M. L9,62.62S
,9Z' LL
,g9'gc
„ZO.69.2
.00'9ZO L
,LZ' LL
L L L D
M„ 82,OZ.20N
,92'9£
,00'9Z
„00,00.06
,00
,LZ'62
Otto
M „ZZ,62.98S
' 92 . 5£
,00'gZ
„00,00.06
1 00 - gZ
,LZ'
60LD
3„ 22,Z$ ZtN
' Z9 , 9 L
1 L8'L
I ,. LZ,90.Z
,00'gZt
,Z9'S 1.
8010
3
,01'92
,80
„92,5Z.Z6
,00
1 22 . Ot
LOLO
3„ 9 ",6Z.09S
, LO•Z9
,ZO• L2
„6 "
,OO'OL6
,Z079
901.0
3 „OZ,Ot.Z8N
' 92 - gE
' 00'9Z
,.00,00.06
1 00 . 5Z
,LZ'62
90LO
M„ ZO,9 L.0 L
,02'52
1 Z6'1 , Z
„9Z,8 ".68
,00'9Z
,6 L - 62
1010
3,.LZ,tt.£SS
,Z vOO l
1 80'09
„t£,6t.Z
.00'0£0-
,E 1'001,
£0 L D
M,.OZ,0t.Z8S
.92'92
,00'9Z
.,00,00.06
,00
.LZ'62
-OLD
M„ t0
' 8 L' l l
1 "L - 9
11 1.2
1 00'92 _
1 82' L 1.
LO LO
3, L.92S
,6 L'EL
,OL'29
99,,9.99
.00'09
,9072Z
001,0
3 „Z2,Zt.ZZN
,02'81
,15'26
„9Z
.00'9Z
,8-'99
660
3.01,,ZZ.09S
,Ot'OL
,ZZ'g2
„ 1.0,99.£
.00 L
1 Z $,'OL
860
M „Z2,Ot.L8S
,89312
,LO*
„82,6 ".L8
,00'9Z
,Z2'82
L60
M„ 2t,OZ.ZZS
.92'8 L
,1.8'6
„00,09.Zt
,00
,69'8 L
960
3„ 2Z,90.1,,S
, -6
,SO'gt
,6,,L9.gL
,00
,Zg - OtZ
960
3„8£,6 L.OLN
,92 - ZZ
1 097 L
„ 8 $,,LO.£S
,00
1 8I. TZ
160
A,20, lO.LON
,ZZ•g2
, L8',Z
„22,22.68
,00
,80
260
M „Lg,gS.L8S
.£ L'9£
,2 L'9Z
,9Z,Z2.Z6
,00'9Z
,82'0t
Z60
3„81 Lt.ZOS
' 96' -2
1 5 $,31Z
"20,2t
.00
, L L'8
L60
3 „Ot,99.L8N
,92'52
'00
„00,00.06
.00
,LZ'62
060
3 „8 L,89.OZN
' LL'81,
,60
„- 1
1 00'9Z
,L V61.
680
M„L2,99.Z,N
, $,8'99
,26'
„ 29,90.9L
,00'09
,96
880
M „9-, L0.69S
,26 LZ
"Z'Z 1.
„60,0 L.Z9
,00
,9L'ZZ
L20
3..OZ,20.ZOS
' 92 - g2
,00'9Z
„00,00.06
,00
,LZ'62
980
3 „O- ,99.L8N
.92'92
,00
„00,00.06
,00'9Z
,LZ'62
990
3 „9 ",ZZ.9 L
,92'ZZ
,09'21.
,8t
,00
,81 TZ
180
M„" 1.,Z 1. .Z5N
,,6
,90'91
,6 $
.00
1 Z8'OVZ
280
M„ Lt, LZa9S
.92'8 L
,1.8'6
,00,09.Zt
,O0'9Z ,
.69'8 L
Z90
3„ OZ,20.ZOS
' 92'5£
,00'9Z
„00,00.06
' 00'9Z
1 LZ - 62
L90
3 „0$
,9£•92
,00'9Z
„00,00.06
,00
,LZ'62
080
3„99,L ".8£N
,ZZ'tg
,8 VLZ
1 ,6Z,L L.8
' 00 . 9L2
.LZ - tg
6LO
3„0 L,OZ.L8N
.92
' 00'9Z
„1.0,00.06
.00'SZ
,LZ'62
gLD
M„ 6 L,02.L9N
,ZZ L 1,L
,2L'99
„ 69,Ot.L
,00'0£8
.02' L 1. L
LLD
3 L,05.£gS
,6L - 20 !
, t 6' L g
„60, L0.2
,00 L
J13
gLD
3.0 L.LOS
' 92'52
< 00'9Z
„00,00.06
,00
,LZ'62
9LO
M,.1S,62.62S
' 8L - L9
J13
„ZO,69.2
,OO'9L6
1 6L'L9
-LO
3 „ZZ,Ot
,8L - gE
,09'Ll
„10,89.1
,00
,61, , 92
2LD
M„ 90,09.£tS
1 21.'£8
' 89' Lt
„LZ,L 1..8
,00'9L9
,OZ'28
Z10
ONINV38 9210140
GHOHO
iN30Ndi
V113a
SnIGVd
H1ON3I
3Adn0
a3f1NI1N00
`318b1 3A0:5
3„ 9S,L9A
,,L'99
1 1.6'ZE
„ 5 $,
,00'9Z9
,LL'99
1,L0
A.t9,9 L.88S
,L L - 92
,6 L'9Z
a Lt,62.Z6
,00'9Z
1 2 "'O-
OLD
A,8Z,ZO.00N
,Lg'99
,0£'9Z
,.92, L $,.06
,00'9Z
,L9'62
690
M „S L,6".2 "S
.,6' -0 L
,6t'Z9
„0 L,89•Z
,00 - GZOZ
,96'"0 !
990
3 LO,92.LLN
,L8'8Z
,99 - L 1,
, 1,2.OL
,00
,LL - 02
L90
3„69,£Z.Z LS
,59' L8
' LL'OL
11 tt,1£.05
,00
1 E9'81,Z
990
M„ 80,2Z.Z -S
,Zt'£
, LL - 1,
„L9,90.O
,OO'9L6 L
,Zt'£
590
M „L",6£.L9S
,05'52
,OZ - 9Z
„LZ,LZ.06
,00'9Z
,L -'62
"90
A. L L,Zg.LON
,05'92
, LZ
„
,00'9Z
,8 $,'6E
290
3„ 2Z,L2.88N
,06' -2
,L2'tZ
1 ,80,-2.88
,00'9Z
1 £9'82
Z90
3 „90, -S.00S
,60'92
,20'9Z
�29
,00'9Z
,Z2'0t
1.90
M„ 2£,2Z.29S
,Zg - 9 L
,91.'8
.9z'0 L.9£
,00'SZ
,8L'g L
090
Ak 8Z,ZO.00N
. L 6'86
,82'5££
„8Z,z0xq L
,00'05
,8Z'Zt L
690
3 „6Z,8Z.29S
,Zg'S L
,91.'8
„ 9Z,0 L.9£
1 00'9-
,8L'g L
890
3,. 9,£O.SZS
,LE•L l
' 9Z - 6
,.1.9
1 00'9Z
' tL'L L
L50
A,_179 L.88S
,98'66
,1, !'L,6
„ZZ,Lg.2L L
,00
, 1.8' 1,S L
990
3„82,L2.LZN
,L2 - LL
' 9Z'6
„1.5,82.0t
' 00'9Z
,,L - LL
950
3.,95,L5., "N
1 8,'09
,8Z'02
,gt,.LO.g
' 00'SL9
, 45'09
"90
3„ 25,Z9.98S
1 90'9£
,1,0'9Z
„L2,9 L.Z6
,00
.9Z'Ot
250
M„Ot $,N
,ZL'L-
,06'£Z
"01, ,9Z.9
1 00'9Zt
, - Lt
Z90
M„ "Z,22.80S
,59' 1.8
, I. COL
,. $,t,1.2.09Z
,00
,29'8 LZ
1,90
Ak 9E,9Z.1,8N
,L2'2Z
' 99'L l
.,tt, L2.OL
,00'9Z
,LCO2
050
A,O V,LS.Z "N
' 01.7 - 17
' 80• LZ
,0 t,9Z.9
,OO'SL2
,Z L•Z$,
6
3 „LO,LO:tON
' g9' "£
' EO' "Z
„2Z,2t.L8
' 00 . 52
' 8Z'82
8-O
M„ 90,05.2ts
,92 .
,02
„LZ,LL.9
,OO'9Z9
,1$,'06
Lt0
3„ ZZ,Ot.O "N
,L -'22
,tL'9 L
„ 1.0,85.1
,00'SL6
,L "'22
9 "0
3„ ZZ,62.98N
,9£'92
,00
.,00,00.06
,0O'9Z
,LZ - 62
g "0
3 „6Z,99.£OS
,00'92
,093
1 ,6 L,09.88
,00
,9L - 92
t "D
3 „92,ZZ.gZN
,LV'V6
, 1,2'8t
1 ,60,V 1,. Z
,00'gZZ
1 L L'96
2 "0
M „6t,L9.92S
,99'LL'
,st'6
„92,tz.ft
,00
,LO
Zt0
M„ O L.00.08N
,
,*9'9t
1 ,Z£,OZ.9LZ
,00'05
' 8Z - O -Z
LtD
M„ 90,9£.80N
,02W
,06'2 L
„ 0,,80.85
,00'9Z
,L2
0 $,0
3„ 92,90.02N
,19'85
,ZL'6Z
„ 21,9 L.6 L
,00 I,
.88'89
620
3„l£,01,.98N
1 Z9'SE
,L£'gZ
„80.1.5.06
,00'9Z
1 -9'62
820
Ak Z 1.,8 L.tgN
,L9'ZL
,Lt'92
,tUt
,00'SZ"
,9L'ZL
LED
3 „tZ,OZ.L LS
,L2
, ! "'ZZ
1 ,60,-".28
1 00'9Z
,19'9£
920
3.09,1t.8 LN
,89'L01,
,Z 1, 't9
„0 -,62.1. L
,00'0£9
,L8'LO l
920
M„ 0£,LO.8 LS
,6L'LL L
,LT69
„00,1.£.01
' 00 . OL6
, "0'8L L
,20
M„2t,ZZ.8LS
,96
1 OL'S£
,LZ,69.60L
,00
.66'L"
220
M„ l L,£9.9 LN
,Z9'EL L
.86
,,,-,8Z.69
1 00'9L l
' L9 . 1.81.
Z20
3„Zg,99.92N
, L,'OZ
,8 L' L L
„ £z, LL:$t
' 00'9Z
SO* LZ
1,£3
3 „6t,80.LLS
' L9 . 99
,ZL'tV
,9
x,00'09
,61,' l "Z
020
3„ 1. 2,- L. L LS
, L,'oZ
' 8 L' L L
.,2Z, L 1,.81
1 00`5-
1 £0' LZ
6ZD
M„ 6 $,,LS.OZN
, „'OGZ
,ZL'09 L
,69,ML9
' 00 - GZZ -
.69'99Z
820
3 „ts,1t.9 LS
1 ZT 1.2
,02'OZ
.91
1 00'9Z
1 1, L',E
LZ0
3,.t L,OZ.£LN
1 8-'82
,9L'6Z
a 6 Z, -9.66
,00'SZ
,6S' 2t
9ZD
3 „Z L,89.9
' ZZ'S9
,61.'2£
„ 62,8Z.LZ
,00 L
1 09'59
9ZD
3„ l 1,,80.1, 1. S
, L-•OZ
,8 !' L 1,
„ £z, ! 1.81
1 00'92
,20' LZ
,Z0
M
,£9'86
.66'86Z
„t L.69.86 L
.00
,99'2L L
210
3 „L5,20.8 L N
, Lt'OZ
,8 L' L L
„ 2Z, L L.9t
' 00 - gZ
.20• LZ
ZZ0
3„8-,g 1,.Z9N
,2Z'L l
,L V6
8 L.8 L.Ot
,00
,69•L L
LZD
3 „90,6t.LOS
.05'66
,Vs'66t
.90, 1,
,00'05
,O L'L$, L
OZ0
M„ OO,L5.99N
,2Z - L l
,L L - 6
„ 81.,8 L.0"
1 00'92
,69 - L L
6 1.0
A,9 L,tO.ZON
,9g' -£
, I, 6'£Z
a 2 L,LZ.L8
.0O'9Z
,91.'8£
81.0
3,.9t,99.L8N
'2 L'92
1 t L
1 .8 ",Z2.Z6
,00'9Z
,82'0,
L LD
Ak 20,,O.ZON
,99312
,Z6'2Z
„Z2,LZ.Lg
,00'9Z
,91'82
910
3 „09,L£.65N
,Zt'9L
1 1. 1.'8
„21,99.9£
1 00'92
,89'51.
51,3
3„8$,, L"•ZOS
,L9
,2276Z
,6Z,92.09 L
.00
,t L'OV L
*to
M, LO.99N
,Z -'g 1.
' W e !'8
..21.99.9£
,00'92
' 89'91,
2 40
3„ 6- ,Ot
.99' 1. 8
, COL
„ -t, 1.2.09Z
' 00'09
,29'8 LZ
Z1.3
3,. l L,6 L ZZBS
,L2'8Z
,99 - L L .
"t -, 1.2.OL
,00'9Z
,LL - 02
L 1.0
3 „OZ,20.ZOS
,92'9£
,00'9Z
„00,00.06
.00'9Z
,LZ'62
OLD
M„ 0$,,95.L8S
1 9£'9£
,0.0'SZ,
.,00,00.06
,OO'9Z
,LZ•62
60
3,.6t,0".LON
,g9' L8
, LCOL
„ "t, 1, £.09
.00
,29'8 LZ
9D
3„ L L,61, .ZSS
' L8'8Z
1 89'L L
„- ",1, 2.OL
' 00'9Z
,LL - 02
LO
3 „OZ,£0.ZOS
,9£'92
,00'9Z
„00,00.06
,00'SZ
,LZ'62
90
3,.99,Lt.82N
' gt' L9
,1.8'0£
.,6Z,L L.8
1 00'9Z"
,09' 1.9
90
M„ L L,62.6LS
' 92 . 92
,00'9Z
„00,00.06
,00'9Z
,LZ'62
to
M„ 61.,02.1.9N
,81.'20 L
,OL' 1.9
,69,01
,00
,9ZTO L
£0
M„09,6£.ZON
,92
,00
„69,69.68'
.00'9Z
,LT6E
Z0
M„9I,,6M$
' t0'002
,LO'09I,
„L L,85.Z
,29 *68L9
,LO'002
t0
9NI8V38 a210H0
0210HO
IN30NVII
V113a
SniaV8
HiON311
imn0
3 3Mng
3„00,2Z.£ZN
,82'58
L91
M„£9,£L.9£N
6 91.'99
093
3 „82,OZ.8tS
1 08 1 t l
6tl
M„09,Lt.9,N
1 9Z'89
gill
A 1,,Z 1.:t "S
, L9'Z2
Ltl
3 „82,OZ.9tS
1 00'09
9.13
A L,Z L:ttS
1 1,9'-2
gill
NI„O9,Lt.9tN
,1,Z' 1.9
trb3
iN
1 22'21
£ill
3 „£t,9,.2tN
,Z6'Z !
M
A,0 $ L.ZSN
' 91, 'ZL
Ltl
M„OZ,Ot.L2S
,L2'Z2
0t3
M„£t,9t.2tS
1 Z1, LZ
621
M„£t
' 6L• 1, l
823
A. L L,6£:t2S
1 9 L't
L23
M „09,62.L "N
,£ L' L9
923
AA„ 0t,6l.Z5N
1 9VZL
5£3
M„0 L,OZ.ZtS
1 98'82 L
123
M„ 22,90.L -N
,96'58
£2I
Ak,22
1 88'98
Z21
3 „OZ,8LS $,N
,6Z•81.
1,23
Ak
1 88'11,
021
3„ 20 < L9.1, -N
.00'8L
6ZI
3„ 6t,89.LVN
.68'82
8ZI
M
1 0t'Zt
LZl
AA„ 9,.0 L.9kN
' 69 - LZ L
9Zl
Ak,S,.OL.9tN
.86'99
9Zl
NI„ 92,1 ".62N
,L£'9"
,ZI
3 „6t,85.LtN
,88' L l
£ZI
3 „ZZ,62.L,N
, LZ'9L
ZZI
3 „OO,2Z.£ZN
,1.0'9L
LZI
M„ 1, L, L9.Z LS
,SL'02
ozi
M„ 1. 1,1,9.Z LS
,9L'02
6!1
3 „0O,2Z.2ZN
,L6'2 L L
8 Ll
3 „00,2Z.£ZN
,L9'22 L
L1,1
Ak 29,2 L.9EN
1 L9'ZL
91,3
3 „ZZ,62. L "N
, L VOL
91.1
Ak 09,Lt.9tN
,L15TS
,1.l
Ak 09,Lt.9VN
1 t V L 6
21.1
3 2 L,99.LtN
,LZ - OL
Z1.1
Ak 60,Ot• L L N
,ZZ'2 L
1, Ll
3 „OZ,20.LtS
,29'L9
01.3
3 „Z9,8Z. L l N
1 00'0Z
61
3 „09,6E.LtS
1 ,072
21
3 „09.62.LtS
,067 L
LT
AA,LL,62.KS
1 51,'-
91
M„ 6t.OZ.99N
,Z9'21. L
91
M„ 09,62.L -N
1 21,19
ill
3 „£O,Zt:b9S
,Z2 LZ
23
3 „ZO,89.8LS
1 90'081,
Z3
AA„ 9Z,Lt.ZLN
.9 -'OZZ
1.1
ON18V38
H1ON31
3NII
3
3 N I
sghr3v Z98'h
1 101
91
S82i0v 10'0
d0 uio ,oz
£T MO[M I 0 3'AtJ "°off g
�� \1It�oat£I Hz£�f£ £££' g££i�t£i g�£
°•�\ and �'+" �I � , ti��
MI
c
Ad - 6Z ie£t' H i� YtZ I
£T 7I00Ig m .ss'atn -3;DZ N I
�l S �, f18T SLT •�, d LT� H9i ,�9i •� s3ST ' I
�
' Lo.atL= 3:09,91. =� t � " - •t' ,;, g1. 41 g' VST�
� .'•, 'n�iaor�ll` ', .\ ' Czi 1 z� z' Z �, �i � I v aI , •a d
�'`�t+�' ` .Di .os� _ ' Z I Z � z =i i z' •a z �i � F
�:'\.r• •,✓'• ! • h, • \� \ `` � � . �L �3. t.SZ,•tS .00'9£ ,00' .00 b£ .00'
�p�g mss£. ,.1.._ •\ :. :.; °` . sF ;o°'sF ,00 se ,00 .DO
i1- S3dki.8C -z .'`,' � . -�' ^ " \'•ti'•• '•`: OZ.81:61 '� .00'S£ ,� �p0
05Z IN
i„ +'\'•;•., •;'" -:� =, •: '•; ��,.`,�'�`� :,' .t'' \ .\ :;, ' :``11`1,4•
3.1't'.9£44N `.4`, .4' � "'• ''ti'• : \'' • 1• '�'',''ti •�'••.'�'' .'\
I,
.00'5-1 `,\ ; \` ,',`\ '�.� �., ,�" L \ ` •L ., i. ':` `,\ i, .•, .ti. ` \'\ ,,' \" ♦+ ,` \, , ,', `,.' \•`
le ` - :S�t�•, ``SZ °b • •.4; •: � �''_ ,� t � ,S�'a� 9•I:'`t�' ``�' �•; `` ` -c'' ' �'` ' -'•., ^
`V'I�LQ off"•, \ A, ] 110 ` .
QO'SLt ` \, \` !-�rr�� \!�77 �ti \ `.9 \' _L: ;,•, ` `+ . ;h: `�" F - , .
F �Tr��
to +: 4',' 1719 .�. , t ityAti 1 h 4 + '_ -` ' \' •Oi7Y (1�7'1`L� , \'` `�' ,' \, :' ,(
M ^
-371'4 .S ( 1•'�'�. \� \'` ! pp \, \` ' \,',,\ l'•.,```` \,'•. \:'.`'' \'' 't `.�\� \' . \,•,� \' ` \' + 4�' - - ,�'_`.�,
tT �0'Ig
DD•
3.1.6 9F. ''•�'•
d8Ti `1CL�. �= •= _ \' nn•ec ' M'CC `Ct1•ec _. .\'. 7.7 `.i•e6. '�'. .\1•,..`•` ,`•\ 0 \ � _ '•;�4, ,. '`
F ro
and
00'SLt- 3.tL.9E NN . 1 ! (o I~ ' r j p �� 1 jet '1>3 I i I I voz 1 ' I �� .- N _NI "' N N
g£ I
v V6Z °I f 1 !9 $b2 1dI Z';d£ZgIgZLgI�'ZZ� HITZ iViZ
�• s 9 "' oo,r.I �, sEtiL
d8Z
=:
8LZ
ri °
I
m ; g9Z
t
W -
00' -
, 5tt'
I 469Eii
° I v9Z
�I
n o • - 3•il,9Fi*N
I °t
_ TO'Ia y
! V
NI ,00'Stt7 .4i,9FitN
°I gtZ ,as
0 N
Oil
I
I C I �tz
£� N
g£Z
3•n'd At�ti���
3•nd At-
L g .itih'
5'6Z
t 3,}►,9£36N
H6Z
- str6_88 -
O
HL£ d8£P $8£ Pi
sots. v1tpi Hit
Moa L d H dsv S- ,zz
xmv
c C,t c •°off $ I
SS£
- 9- 9 -S -S 9- -°S 9
,8b' m .d
,° uil A u ofI gtT'9rra ,� f
,,� �I ,;, wI ;ill w1. '1 ,;,� w w1. WI £I7T0IH, gS,�'S .sczz� ast.stiswN
�" H8T• �8T• T•,�LT� 9.ty9Tn n1. n
T
T • � n S9 in
0
86 1 n
• d Z n .n
Z 1 m
N
_ ST
dTZ• 1 n n m _ I
FIZZ � � _ I
.t �I Fitt •-
ttff�)1 NI N N N
O� O O O O �
S't9 5E 00'SE 00' OD•S£ 00'S£ 00'5£ 00 £ 00'5£ OD'5£ 00'92 00'5£ 00'92 00 00'5£ -
.q 'Z09 - 3.0190 I.7N , ,s� -
�I d£I
I
p , G's 't19T ACsT,b3
of .tlD'Sl.t 3.91,66&6N . iCt m \ �•
M1 dZi V8 � s A � 9 � << _ _
�• ,i9•eit- t,
® 0 ! ,00' ti- 3.St,64.£t•N d' \`? 8
o d
W01
V, nI HIT _ stsr
21 At 'd 9 y� �` A N� V6 3
-999 Ad `>b8S2' Dd r W � , "`'1 bit
sa as 1526' I r:r { �� £T 7TDd'I8 1 of
'/Laub >/ aDfiop t� !� j .�% 1 146
gOT o v. �
I n'd At ilH• \
3na s t �
1333 NI 3-Id - �ri1i - _ - s T'S s
C R � ,�. \. \ \' ` `y1., \v'`'t`;�a ��'L 3rid At �
\
' S/ .� •z ?sue` SS ��s
'�I Bi b' �`�'\ •`E'�A 3At.LL
N
7n'd At
i e
0 z9 Fri a.sT.sfFrN `� r r / ��
d' of °y /
0 ^1
CU ! v y CU
® �1• al 1-9'91-= 3.St,66.FrN � { 3n'd ,S
\ I ST 1 //
°l 3na vi
W1
UK
rn
$9Z {^ '�s£y�'£i
m 0 ro
P^il ,z£ N fly v _ F m
._ _•;t.9� 3,1'9,1.1• 1.D f N
_ WI V9Z p, a r '^ m H£T
y � ,
9..99 'Ad 'Z6Z� d � .OS'tSB�ti)Oi gN
saA0v 6,68'9. jo •ta1m?vuQ;1 I !� ! VZT
\ 11ag s to }ad 33ARr R1 8S , � : v : t
y
o f
...
; A' d
V9 rc
1i3 A
N
vtZ
m
3 n 9t'M- ALSt.6.£11
lid
(ic VL
N-
a
.00•Sit-H�4 ,66.46;
n'd At-
sna
iN
0.
SLt
p , G's 't19T ACsT,b3
of .tlD'Sl.t 3.91,66&6N . iCt m \ �•
M1 dZi V8 � s A � 9 � << _ _
�• ,i9•eit- t,
® 0 ! ,00' ti- 3.St,64.£t•N d' \`? 8
o d
W01
V, nI HIT _ stsr
21 At 'd 9 y� �` A N� V6 3
-999 Ad `>b8S2' Dd r W � , "`'1 bit
sa as 1526' I r:r { �� £T 7TDd'I8 1 of
'/Laub >/ aDfiop t� !� j .�% 1 146
gOT o v. �
I n'd At ilH• \
3na s t �
1333 NI 3-Id - �ri1i - _ - s T'S s
C R � ,�. \. \ \' ` `y1., \v'`'t`;�a ��'L 3rid At �
\
' S/ .� •z ?sue` SS ��s
'�I Bi b' �`�'\ •`E'�A 3At.LL
N
7n'd At
i e
0 z9 Fri a.sT.sfFrN `� r r / ��
d' of °y /
0 ^1
CU ! v y CU
® �1• al 1-9'91-= 3.St,66.FrN � { 3n'd ,S
\ I ST 1 //
°l 3na vi
W1
UK
rn
$9Z {^ '�s£y�'£i
m 0 ro
P^il ,z£ N fly v _ F m
._ _•;t.9� 3,1'9,1.1• 1.D f N
_ WI V9Z p, a r '^ m H£T
y � ,
9..99 'Ad 'Z6Z� d � .OS'tSB�ti)Oi gN
saA0v 6,68'9. jo •ta1m?vuQ;1 I !� ! VZT
\ 11ag s to }ad 33ARr R1 8S , � : v : t
o f
...
vtZ
c B'Ol b
sna
vzzZ a1z i
H£Z
-;Twz
. BO'8Dt
f3£'BB -
00'9£ 40'5£ QD'S1
/
„0 -v„ aLTMOZ
19 'fid ' -'982' '20A
5f
• I? to' P.u.E 0�`
,�.o I
I, f� 1 Ib 23B.. ,,�.
21B 1�2ffiL P `�' d340
� I
o is 7. t' k9`o 24A
15 Q9 35.41?'
PD. 2413
115.59 /r'•_... ---
113.81
N 1 :66 1_35"E-
135.51' + ,° - 144.99
y ,` 'm 25B to Joyce Peters Bell
12A ml ci (� Remainder of f5.379 Acres
o4 a N4721'35E_151.80 Yod. 297, P 252
,E v a ul BLOCK 8
13B N v' ¢ ' :II 26A l n
m _
1'39'E- 120.68_ ml m 164.
m N 0 - _= 47; t*S B im
13A 91' a'
26B .P.u.E °
. 12 I
14B
%K
14A
I Y .• .i'� //'�
r a i lA to' P.U.E.
BL
- . • " (p N39'41'15'E- 125.86, r
,y a' P.u.E N43'49'15`E_125.81'
11B 2A 1�
a to 'p
:� / d. ti N43'49'15'E_143:62' I cn
a, off 3A �� m
15 6 6 7 'ry ,,��jp�j `5j5231 (w
0.
3B IW P.U.E. '-4 \ /�
e
a
.33 at
.�7 P.U.E. SA k`4B `\`g
�Al IN
dos SB
�a 6A
am t Ur P.0 �
5201' S2k�' I °I°
43 -2
•_.- �� _ 98;1_ _ _ _ _ ��,,;
1a' RUA
10' P.0 I
o
9B ��° lOB
BLOCK 13 ti` I ►►�,,,
9A P z I y
w1 INLET
0 11B i V
41 1 H Cq I
8 �� W _ N43'49'15'E,11 .00' 1 (�
J \ iB to .. .
8A X21 � s m N43 49' 1
to t V
1 25 - -- N4,T 9' 5'E_115.W I
100 50 0 100
ALE IN FEET
Boyce A.. D aney,..
tee
1 .424 Acres
Y 2584, Pg-. 225
ZONED "A -0"
I jr ._
-10' P.U. (.1
S43'49' 5' 125.00_ 13A 10 N41 °7'03 "E "" 602. ' '
NI o t7 43'49'15'E- 115.00' I
7A CO- - 35.00 00 y.00' 35.00 35:00 ' 35 35_00 _ o0 35.00 35.0 36.1x1.. .35A0. .35.00 fy
S43 '15'W_124.18' w 0 13B l 0 m I}m. t ' 10 I}�. t _
P.U.E
9 W 1�. N
6' ' l a4 W ' a! P.U.E. W p -'
6$ N • t t .. 15
� N
�.. (� 1N.. V
O V
1
V
I
a .22A
0 1 N v I
i 9'151Y- 12063' ml � •I. Im' ° 14A I• t" U'
- - N (n I � 15A 1 " SB Im 16A �" 16B I m 17A �m 1 l ai' 18A �t1i 18B m A,m 19B I m 20A,m 2 Ili 21A H�1B r„
tB smI N4349'15'Er12279 I ' i $1013'1! I? I' N s3'
In I 'N N N (n I. I•
P.U. 6A PU.E 0/1 (� rn Icn b 1 0 10 Io q , C 13. 1.
P. 14B I 8 . P u ' 1° ' ' ' S 44_ 599 1 35 Q9 35 99' 35 4 .
P.0 'IN .' Me 35.49' ,�,5,Q9' �`�40' - S -6 -6-
f C
L28
- Lanta`t as Lane .-
F
e-s
e ASPH
T 5 '
vto
-
4209'
\34:97 35.00' 35.00' -- - - - 35.00' - - r 35.00 00 35 00 35.00 T5.00 � r 88.94
35.00 - - 35.00 35. 35.00 19 . 1 29B
rr 1 4.12 33.90' 28 35
•P Z •� � - I N
° •n• ,� z I • � , Z f Z Z Z O ,
I Z Z f A
I 10.8 z z z z 1p
N $..
o t.
t
k .a at
4 .
N44 '
�` 3844 -11
m 'E 00
m
at'
H� � E
0
IR'
w' � o
°
o
0
a o
N N
O
! O N
I.O b N �� _.- :?
'� L. I� 1"' IN �� 34A 1� 33B ;�33 I°' 32B I 32A 1 b1B �� lA I ".30B'`' 0 I ° 29A al
I 1 38B L 38A I, 37B 1� 37A 3 36A • 35B , 35A I , 5 , o f of
I 1 I 4B 1 1� I I I I N44 '44'E- 115.00
_ _ _ I _
I
1 I
I
I
I I
I
1 1
I I w
I" BL 14 N
N N
N
N
w
N to
N N
I
V to cn
I
O N
_ 1 N (n I.
N
f/! N B to
p (n
O
tJl
I.
0
0 o 1 '
1 V
o w (n o
I.
0
o -
I � _ ."`^F.;z ,4 I ... I'_ I__ .. 1•r�l.. .0. �- .,_� °... oI P.U.S�'�
- tvIV t -oi2a gu
47564 E- .20' 3 3503' 35.00' 35.00' 35.00' 5.00 0 l. 28A.
? N44 '3eE 70. 41 - z 1444'36'44'E_115
/ N uI BLOCK 14
27B
N4tW417E -115
- S P.I
CONCHM �I 27A
EN SPACE / `� WALL 2 - ES OPEN SPACE N '36'44-E-115:
DETEN'MON -AREA DE ON AREA w- CA
4.31 ACRES /_�` T 4. tI N ACRE S °I N -E E- -115.
91 25B of ,
q1 N44•'36'44'E- 115.0_0'_ °�
o 25A
4518'20'_56 0 2 -3s• WES °
CO 35.QQ' 35.00' 35.00' 35_00' 36'44'
Z Z
i�5 - 00 - Op_ 3, OO` 35; t• toFt1E
f 1 Z to 1 2a 35.00' 35 3 35 -140
I I �a z I Z ,Z I 2�' 3520' 35.
I ? •f; i f .1; I A . Ii z Z :Z Z II Z Z 5 2y0' - ..l HEAMLL O .
; ? 3 2 i k --- r , I z 18 20'E_I 15.01
'�
tg I ��
15A 15B �► I
i I g 6B I 17 1 At
A 17A B I I : 18A'$18B 1$ I
R , O
20A I I I 16A' I l l � 1 .. �21A 21B --�-A l$ 22B - I$ 23A
(a IN N IN N N „ ! I I BL K 141 Imo'
�
I_
' 1 , C i
JZ 5�4Il 35 R4 QQ' 35.04' 3,5,49' 35,Qo' 35 42 I I o I° i 20.0 (nl 24A of
tea': . •. _ _ 35.Q2 X5.44' X5.49' x,5.49' �,5.Q0' ° -24• PmES P .E 1
L u Lane - R.• _ �Q.z _ i .
27' 8 ASPH PVMT, 50' ROW
F- Rtl Ef �
OD 35.00 - ' 35.W 35 - - - 2 -24 Q
, Z - 35.00 1 35.00 35.00 35.00 35.00 35.007- - - r
Z f Z z I z , z 1 35.00 35.00 1 00 f 35.00 ' 35.00' 35.00 ., r
I .��p Z 35.00` 35:00 0.76
�� 1 IW 4: �•�P. A I� P.U.E. .p � I �
07 + �
L29
1
r
'� 23A I .
.�, iPl
V
ti %1a P.U.E. I
p ,. ' 23B
�l
.I 24A I
I
83
7. ' '3
I
•0
2
- •••9.90'
I 24B
N44'36'44'E_115.00 I
A I�
p
b
' N4436' '
44 E 15.00' L
- - BLDG 1 I T
t ►",
N44'36'44'E_115.00' o
26A w
to
X44-36'4 4'E- 0
I
26B - 2- v
2713 10
' N44 "3 6'44 " - 115.00'
28A to
N4436'44'E- 115.00
1
8B + 1
� N '38'44,Op�' -
gy
38�E- 115.00 �, S
29A Io
N4436'44'E- 115.00' 1
BLOCK 13
X0_29 P.u
- 96 - 50'
41riA 40B..i<'40A ��,.�9 , 39A...38$ i I It l� �' , I 1 I�, � 3 4 3 ; i P' I� �' `vuE °1 1 a'BL 13 I , 38A 1 1 3 �' 3 I � ' 36A t �' 1 f 34AI 33B 1 wl ' Iw ,f+ I - in I. I, 1, 35B
; 35A I f 34B 1 ';'3 L` ^• 1� g! l
to 'o ° 32A I� 1B�31A 30B t
U N IN.
(1 °
P .Et '° O O C
.0 _ �
_ _ °• O 'O ° O O L O t0
o° 1°
33.00' 35.00' 35.00' 3500' 35.00' I '� to' ° BOCK 13 'W Ifr
35.00' 5.00'
, . k '.XL' •�L:�;ar= �.;.4J -1''� .�' ;c -•�.s � � '�`,,''; ;'' k. � � := y � �• � 35.00' f 35A0'. 3 C35:00' 35A0' .. 35.00' 35.00' P.U.E . - _ - - - - I .U.E
tfi,�4� , - •�.}!^]�rr� -�-_ Y :•,,':v, r � 35.00' -- 55; - � - '�• - te r
i2 - , i b -• 4" � • .: •,. j ,�. �.�i'. 1''�, 4 7 - - 't.^ • . i••-
0 � - �= ••.;L=�ru_i:�, :c�v',,�.. : A1.5r - .; -- 2`�3'ts. ; mow
)✓NBE / Se `� �� 0" ; '-" ' 20' CITY OF C01!J AGE STATI
0.04 ACRES
r
►.. \ J
LINE TABLE
TABLE
LINE
LENGTH
BEARING
L1
220.45'
N72747'26 'W
L2
180.05'
S78'58'02 "E
L3
215.32'
S64'42'03 "E
L4
61.13'
N47'39'50 "W
L5
113.62'
N55'20'49 'W
L6
4.15'
S34'39'11 "W
L7
12.90'
S47'39'50 "E
L8
32.04'
S47'39'50 'E
L9
20.00'
N1 1'28'52 "E
L10
57.63'
S47'03'20 "E
L11
4.02'
N11'40'09 "W
112
70.27'
N47'56'1 YE
L13
91.14'
N4547'50 'W
L14
83.97'
N45'47'50 'W
L15
70.11'
N41'39'22 "E
L16
72.67'
N35'l3'53"W
L17
133.67'
N23'23'00 "E
L18
118.97'
N23'23'00"E
L19
30.75'
S12 VV
L20
30.75'
S12 51
121
75.01'
N23'23'00 "E
L22
75.21'
N41'3922" E
L23
11.88'
N47'58'49 "E
L24
46.37'
N39'44'35 'W
L25
56.98'
N46'10'45 'W
L26
127.69'
N46'1 0'45 "W
L27
42.40'
N39'44'35 'W
L28
38.89'
N47'58'49 "E
L29
78.00'
N41'57'03 "E
L30
12:88'
S4- '436'44 'W
L31
18.29'
N45'18'20 "E
L32
85:88'
N47'06'33 'W
L33
85.95'
N4TO6'33 "W
L34
128:85'
S4:720'1'0 'W
L35
72.15'
N5T19'40"W
L36
61.13'
N4T39'50 'W
L37
4.16'
S34'39'1 VW
L38
11.79'
S43'4 'W
L39
21.12'
S43'45'43 "W
L40
32.31 "
S37'40'20 "W
L41
72.15'
N52' 19'40 "
L42
12.92'
N43'45'43 "E
L43
13.33'
N43'45'43 "E
L44
61.21'
N45'447'50 "W'
L45
32.51'
S44'12'10 "W
L46
60.00'
S448'20'38 "E
L47
32.51'
S4412'11 O"W
L48
58:25'
N45'47'50"W
L49
14.80'
S48'20'38 "E
L50
66.16'
N35'13'53 "W
L51
85.38'
N23'23'00 "E
l
BLOCK is
LOT 1
�'Z.3_ 67 ACRES
S42 °05'09 "W - 603.70;
Brazos Super Trac, Inc.
1.88 & 1.31 Acre Tracts
VoL 3644, Pg. 6
ZQNED ) •"
�.•- -•m N-1'd -W -12
STATE HIGHWAY 30
0
CURVE
TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
Cl
300.07'
5789.58'
2'58'11 "
150.07'
300.04'
S43'49' 15 "W
C2'
39.27'
25.00'
89'59'59"
25.00'
35.36'
NO2'39'50 "W
C3
103.25'
770.00'
7'40'59"
5130'
103.18'
N51'30'19 "W
C4
39.27'
25.00'
90'00'00"
25.00'
35.36' 1
S79'39'11 "W
C5
61.50'
425.00'
8'17'29"
30.81'
61.45'
N38'47'56 "E
C6
39.27'
25.00'
90'00'00"
25.00'
35.36'
S02'03'20 "E
C7
30.77'
25.00'
70'31'44"
17.68'
28.87'
S82'19'11 "E
C8
218.63'
50.00'
250'31'44"
70.71'
81.65'
N07'40'49 "E
C9
39.27'
25.00'
90'00'00"
25.00'
35.36'
S8756'40 "W
CIO "'
39.27'
25.00'
90'00'00"
25.00''
35.36'
S02'03'20 "E
C11
30.77'
25.00'
70'31'44"
17.68'
28.87'
S82'19'11 "E
C12
218.63'
50.00'
250'31'44"
70.71'
81.65'
N07'40'49 "E
C13
15.68'
25.00'
35'56'13"
8.11'
15.42'
N65'01'26 "W
C14:
140.14"
50.00"
160'35'29"
292.38'
98.57'
SOT41'48 "E
C15
15.68'
25.00'
35'56'13"
8.11'
15.42'
N59'37'50 "E
C1'6
38.16'
25.00'
87
23.92'
34:56'
NO2'04'03 "W
C17
40.38'
25.00'
9232'48"
26.14'
36.13'
N87'55'46 "E
C18
38.16'
25.00'
87'27'13"
23.91'
34.56'
NO2'04'1 5"W
C19
17.59'
25.00'
40'18'18"
9.17'
17.23'
N65'57'00 'W
C20
147.10',
50.00'
168'34'06"
499.54'
99.50'
S01'49'06 "E
C21
17.59'
25.00'
40'18'18"
9.17'
17.23'
N62'18'48 "E
C22
21.03'
25.00'
48'11'23"
11.18'
20.41'
N18'03'57 "E
C23
173.65'
50.00'
19859'14"
298.99'
98.63'
N86'32'07"W
C24:
21.03'
25:00'
1 48'11'23"
11.18'
20.41'
S11'08'l1 "E
C25
65.60'
175.00'
21'28'39"
33.19'
65.22'
S4558'1 2"E
C26
43.59'
25.00'
99'54'29"
29.75'
38 :28'
N73'20'14 "E
C27
34.11'
25.00'
78'09'48"
20.30'
31.52'
S1 5'41'54 "E
C28
265 :59'
225:00'
67'37'59"
150.72'
250.44'
N20'57'49 "W
C29
21.03'
25.00'
48'11'23"
11.18'
20.41'
S11*14'31 "E
C30
241.19'
50 :00'
276"22'46"
44.72'
66:67'
S77 OW49 "E
C31
21.03'. -
25.00'
48'11'23"
11.18'
20.41'
N36'56'52 "E
C32
181.67
175:00''
'59'28'4'4"
99 :98'
173.62'
N16'53'1 VV
C33
47.99'.
25A0'
109'59'27"
35.70'
40.96'
S78'22'43 "W
C34
178:04':
970:00"
10'31''00"
89:27'
177 :79'
S18'07'30 "W
C35
107.87'
530.00'
11'39'40"
54.12'
107.68'
N18'41'50 "E
C36
36:54'''
25.00'
83'44'09"
22 :41'
33:37'
S17'20'24 "E
C37
72.76''
425.00'
9'48'34"
36.47'
72.67'
N54'18 "W
C38
39:64'
25 :00'
90'51'08"
25:37'
35 :62''
N85'10'31 "E
C39
58.88'
175.00'
19'16'43"
29.72'
58.61'
N30'0636 "E
C40
25.37"
25:00'
58`08'40"
13:90'
24.30'
N08'36'06 'W
C41
240,28'
50.00'
275'20'32"
45.54'
67.34'
N80'00'1 0 "W
C42
18 I.
25:00'
'41'2
` 9:45'
17:68'
S36'57'49 "W
C43
95.17`
225.00'
2414'09"
48.31'
94.47'
N28'22'36 "E
C44
38.76'
25 :00'
88'50'1 "9"
24':50'
35:00'
S03'5529 "E
C45
39.27'
25.00'
90'00'00"
25.00'
35.36'
N86'39'22 "E
C46
33.47"
975.00'•
1'58'01"
16.74'
33.47'
N40'40'22 "E
C47
90.44''
625.00'
8'17'27"
45.30'
90.36'
S43'50'05 "W
C48
38.28'
25.00'
87'4'3'23"
24.03'
34.65'
N04'07'07 "E
C49
42.12''
375.00'
6'26'10"
21.08'
42.10'
N4T57'40 'W
C50
30.77''
25.00'
70'31'44"
17:68'
28.87'
N81'26'36 "W
C51
218.63'
50.00'
250'31'44"
70.71'
81.65'
S08'33'24 "W
C52
47.74'
425.00'
626'10"
23.90'
47.72'
N4T57'40 "W
C53
40.26'
25.00'
92'16'37"
26.01'
36.05'
S85'52'53 "E
C54
60:51''
575.00'
6'01'45"
30.28'
60.48'
N44'57'56 "E
C55
17.74'
25.00'
40'38'51 "
9.26'
17.37'
N21 '37'38"E
C56
151.81'
50.00'
173'57'22"
947.11'
99.86'
S88'l6'54 "W
C57
17.74 "
25.00'
40
9.26'
17.37'
S25'03'51 "E
C58
15.78'
25.00'
36'10'26"
8AW
15.52'
S63'28'29 "E
C59
142.28'
50.00'
163'02'28"
335.38'
98.91'
N00'02'28 "W
C6&
15.78',
25.00'
36'1'0'26"
8.1'6'
15.52'
S63'23'33 'W
C61
40.32'
25.00'
92'24'53"
26.08'
36.09'
S0954'06 "E
C62
38.63'
25.00'
88`32'08"
24.37'
34.90'
N88'37'23 "E
C63
39.48'.
25.00'
90'28'44"
25.21'
35.50'
N01'52'11 "W
C64
39.47"
25.00'
90'27'21"
25.20'
35.50'
S87'3W47 "W
C65
3.42'
1975.00'
0'05'57"
1.71'
3.42'
S42'23'08 "W
C6&
218.63'
50.00'
250'31'44"
70.71'
81.65'
S1 2'23'59 "E
C67
30.77'
25.00'
70'31'44"
17.68'
28.87'
N77'36'01 "E
C68
104.95'
2025.00'
2'58'10"
52.49'
104•.94'
S43'49'15 "W•
C69
39.57'
25.00'
90'41'36"
25.30'
35.57'
N00'02'28 'W
C70
40.43'.
25.00'
92'39'4"
26.19'
36.17'
S88* 1
C71
65.77"
625.00'
1 6'01'45"
I 32.91'
65.74'
N44'57'56 "E
CURVE TABLE, CONTINUED
A storm sewer system will be constructed to control the drainage from the
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD ICHORD
BEARING
C72
83.20'
575.00'
8'17'27"
41.68'
83.13'
S43'50'05 "W
C73
35.19'
1025.00'
1'58'01"
17.60'
35.18'
N40'40'22 "E
C74
67.79'
975.00'
3'59'02"
33.91'
67.78'
S39'39'51 "W
C75
39.27'
25.00'
90'00'00"
25.00'
35.36'
S07'19'40 "E
C76
103.81'
1970.00'
3'01'09"
51.91'
103.79'
S53'50'1 4 "E
C77
111.30'
830.00'
7'40'59"
55.73'
111.22'
N51'30'19"W
C78
39.27'
25.00'
90'00'01"
25.00'
35.36'
N87'20'1 0 "E
C79
54.27'
375.00'
8' 17'29"
27.18'
54.22'
N38'47'56 "E
C80
39.27'
25.00'
90'00'00"
25.00' 1
35.36'
N87'56'40 "E
C81
39.27'
25.00'
90'00'00"
25.00'
35.36'
S02'03'20 "E
C82
18.69'
25.00'
42'50'00"
9.81'
18.26'
S64'21'41 "W
C83
240.82'
50.00'
75'57'49'
45.05'
66.94'
N52'l2'14 "W
C84
23.18'
25.00'
53'07'48"
12.50'
22.36'
N16'22'46 "E
C85'
39.27'
25.00'
90'00'00"
25.00'
35.36'
N87'56'40 "E
C86
39.27'
25.00'
9900'00"
25.00'
35.36'
S02'03'20 "E
C87
22.76'
25.00'
52'10'09"
12.24'
21.98'
S69'01'45 "W
C88
240.96'
50.00'
276'06'53
44.93'
66.84'
N4T56'37 "W
C89
19.17'
25.00'
43'56'44"
10.09'
18.71'
N20'58'1 8 "E
C90
39.27'
25.00'
90'00'00"
25.00'
35.36'
N87'56'40 "E
C91
38.71'
25.00'
88'43'03"
24.45'
34.96'
S02'41'48 "E
C92
40.38'
25.00'
92'32'28"
26.13'
36.13'
S87'55'57 "W
C93
39.08'
25.00'
89'33'33"
24.81'
35.22'
N01'01'03 "W
C94
23.18'
25.00'
53'07'48"
12.50'
22.36'
N7919'38 "E
C95
240.82'
50.00'
75'57'49'
45.05'
66.94'
S41'05'23 "E
C96
18.69'
25.00'
42750'00"
9.81'
18.26'
S22'20'43 'W
C97
38.32'
25.00'
87
24.07'
34.68'
S87'40'32 "W
C98
70.42'
1030.00'
3'55'01"
35.22'
70.40'
S50'22'1 0 "E
C99
65.48'
25.00'
150'04'25"
93:54'
48.30'
N22'42'32 "E
C100
232.06'
50.00'
65'54'56"
53.70'
73.19'
S35'1 2'43"E
C101
1 1.28'
25.00'
25'50'31"
5.74'
11.18'
S24'45'04 "W
C102
39.27'
25.00'
90'00'00"
25.00'
35.36'
S82740'20 "W
C103
1'00:13'
2030.00'
2'49'34"
50.08'
100.12'
S5344'27 "E
C104
39.19'
1 25.00'
89'48'25"
24.92'
35.30
1 `N10'15'02"W
Cl'05
39.27'
25:00'
90'00'00"
25 :00'
35:36'
N82'40'20 "E
C106
62.02'
970.00'
339'49"
31.02'
62.01'
S5929'46 "E
C107
40.33'
25 :00'
92'25'35"
26 :08''
36:1'0'
S02'27'04 "E
C108
15.62'
425.00'
2'06'21"
7.81'
15.62'
N42'42'33 "E
C109
39.27'
25:00'
90'00'00"
25.00'
35 :36'
S86'39'22 "W
Clio
39.27'
25.00'
9900'00"
25.00'
35.36'
NO3'20'38 "W
C111
71.27'
1025:00'
359'02"
35.65"
71.26'
S39'39'51 "W
C112
39.46'
25.00'
992627"
25.19'
35.49'
N8858'57 "E
C113
39.27'
25:00'
90'00'00"
25 :00'
35:36'
S00'47'50 "E
C114
18.40'
414.00'
232'48"
9.20'
18.40'
N42'55'46 "E
C115
39.27'
25.00'
9900'00"
25:00'
35:36'
S8639'22 "W
C116
39.27'
25.00'
90'00'00"
25.00'
35.36'
NO3'20'38 "W
C117
13.78'
375.00'
2'06'21"
6.89'
13.78'
N42'42'33 "E
C118
39.27'
25.00'
90'00'00"
25.00'
35.36'
N89'l2'10 "E
C119
38.16'
25.00'
87'27'12"
23.91'
34.56'
S02'04'1 4 "E
C120
62.79'
530.00'
6'47'18"
31.43'
62.76'
N38'l5'43 "E
C121
37.63'
25.00'
86'14'12"
23.41'
34.18'
S77'59'11 "W
C122
68.84'
375.00'
10'31'07"
34.52'
68.75'
N5338'1 0"W
C123
39.28'
25.00'
90'01'58"
25.01'
35.37'
NO3'21'37 "W
C124
17.34'
390.00'
2'32'48"
8.67'
17.33'
N42'55'46 "E
C125
40.38'
25.00'
92'32'47"
26.14'
36.13'
N87'55'45 "E
C126
38.38'
25.00'
87
24.12'
34.72'
S01'49'06 "E
C127
40.16'
25.00'
92'02'30"
25.91'
35.98'
S88'l0'54 "W
C128
31.94'
225.00'
8'08'00"
16.00'
31.91'
S49'51'51 "E
C129
39.21'
25.00'
89'52'11"
24.94'
1 35.32'
N08'59'46 "W
C130
46.90'
470.00'
543'03"
23.47'
46.88'
N3847'51 "E
Cl-31
11.15'
175.00'
3'39'04"
5.58'
11.15'
S4T37'23 "E
0132
38.38'
25.00'
8T57'30"
24.12'
34.72'
S01'49'06 "E
C133
44.77'
25.00'
102'36'28"
31.21'
39.02'
N86'32'07 "W
C134
99.98'
225.00'
25'27'35"
50.83'
99.16'
S4T57'40 "E
C135
36.68'
25.00'
84'04'27"
22.54'
33.48'
N18 *39'14 4 W
C136
89.95'
1030.00'
5'00'14"
45.01'
89.93'
S20'52'53 "W
C137
49.88'
25.00'
114'18'20"
38.72'
42.01'
N75'31'56 "E
C138
205.45'
50.00'
35'25'29"
95.19'
88.53'
SlI (58'21 "W
C139
50.44'
25.00'
115'36'24"
39.70'
42.31'
1 N4-4!56'1 2"W
C140
82.21'
470.00'
10'01'18"
41.21'
82.10'
N1T52'39 "E
C141
46.98'
25.00'
11 07-39'47"
34.20'
40.36'
N76'43'11 "E
General Development Information
Purpose and Intent- Statement
A storm sewer system will be constructed to control the drainage from the
The purpose and intent of this Planned Development District is a high density
detention e a
development and route it through g ponds and then discharge the
residential. community with amenities that provide for an enhanced quality of life.
runoff into a tributary of Carter Creek. A drainage report will be provided
this development is intended to comply with the Comprehensive Plan, 30/60 Area,
to verify the proposed development is in compliance with the City of
of the City of College Station.
College Station Drainage Ordinance.
Proposed Land Use
Meritorious modifications or variations to the City of College Station
The land use for -this development is high density residential with 2 -unit attached
Standards may be requested for the••following items:
dwellings on individual lots. Each dwelling unit will be required to have a 2 -car
PROPOSED SEWER MANHOLE
' imum of 20
distance will be limited to a min
the front building setback di an
garage, and h fr 9
- dwellings o
2 -unit attached dwell n individual lots
9
feet and a maximum of 25 feet. Additional land uses include a neighborhood park,
- B 9 setback line distances
Building
open space, and landscaped areas, which may be located to preserve existing
- Front Setback - 25 Max., 20' Min.
vegetation. Thesc: areas will be approximately 4 times greater than the City of
- Side Setback - 5'
College Station Darkland dedication requirements. Additional amenities will include a
- Side Street Setback - 12.5'
decorative stfbet'.entrance. to the .. subdivision with a. water feature on either side of
- Rear Setback - 15'
create a screen along State
the entran ce as well as extensive landscaping to cr 9
_ Minimum lot size and dimensions
M
s parking, building material
ill be devised to restrict b 1 ,
30. Other restrictions w ,
Highway 9 P 9
_ Minimum Lot Area. - 3500 SF
and 'architectural standards with a Home Owners' Association as an enforcement
- Minimum Lot Width - 32' at front or rear setback line
.mechanism.
- 21' at street right -of -way
- Number of dwelling units / lots on a cul -de -sac street
A target market has been established to include single parents, young
- 32 Max. dwelling units or lots
professionals,. first-time home b.u.yers, and. retirees..
GAS PIPELINE
The single family dwellings will have an allowable range of building heights from 15
PROPOSED CONCRETE FLUME
to 35' feet.
NOTES:
1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD -83 TEXAS STATE
PLANE COORDINATE SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND ARE BASED
UPON THE POSITION OF THE CITY OF COLLEGE STATION HORIZONTAL CONTROL
MONUMENT NO. 125 LOCATED NEAR THE BRYAN ELECTRICAL SUBSTATION ENTRANCE,
ESTABLISHED IN 1994. (X= 10226777.214, Y= 3564806.303)
2. LOT 1, BLOCK 15 (7.367 ACRES) OF THIS PROPERTY IS CURRENTLY ZONED
�f COMMERCIAL (C -1), AND THE REMAINDER OF THE PROPERTY (105.835 ACRES) IS
y CURRENTLY ZONED PLANNED DEVELOPMENT DISTRICT (PDD).
4
3. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE
CITY OF COLLEGE STATION AND FIELD SURVEY DATA.
4. ACCORDING TO THE FLOOD INSURANCE RATE MAPS (FIRM) FOR BRAZOS COUNTY,
TEXAS AND INCORPORATED AREAS, MAP NO. 48041 C0161 -C, JULY 2, 1992, THIS
PROPERTY IS LOCATED. IN AN "OTHER AREAS ZONE X," DEFINED AS BEING OUTSIDE.
THE 500 -YEAR FLOOD HAZARD AREA
5. CURVE' LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-'OF-' LINES ARE ARC
LENGTHS.
6. OWNERSHIP OF THIS TRACT IS BY DEED, VOL. 586 /PG. 488 AND VOL. 507 /PGS.
563 & 568, OF THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY, TEXAS.
7. THERE WILL BE NO DRIVEWAY ACCESS ALLOWED TO PAMELA DRIVE OR MOUNTAIN
LAUREL DRIVE.
8. SUBDIVISION. ELECTRICAL SERVICE:
A. THE DEVELOPER INSTALLS CONDUIT PER CITY SPECIFICATIONS AND
DESIGN.
B. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING EASEMENTS TO
COVER ALL PRIMARY ELECTRIC SERVICE AND EQUIPMENT.
C. THE DEVELOPER- IS RESPONSIBLE- FOR PROVIDING AND INSTALLING
STREET LIGHTS PER CITY SPECIFICATIONS AND DESIGN.
D... THE DEVELOPER IS. RESPONSIBLE FOR PROVIDING. A 5'. EASEMENT
TO COVER STREET LIGHT SERVICES WHERE THEY ARE NECESSARY.
70 35' 35'
15' MIN
THE 2 DWELLING UNITS
WILL BE CONSTRUCTED 5 ,
AS 1 STRUCTURE ON 5
LOTS "A" AND "B" BUT
CAN BE
SEPARAT E Y 1 A 1 B i 2A 2B
5'
I
I L T 1 1
25' MAX.
20' MIN.
STREET 27' 50'
TYPICAL LOT DETAIL
FOR 2- DWELLING -UNIT VILLAS
M
VICINITY MAP
THE CONSTRUCTION OF THE PROPOSED RETENTRN PONDS AN THE
OTHER INFRASTRUCTURE IMPROVEMENTS SHOWN ON THIS PLAN ARE
CONTINGENT ON APPROVAL OF THESE IM PROVEMENTS BY THE 'CORPS OF
ENGINEERS.
F-
'.
m r NA
K 4'Y .- ... sr: ,.
r r
't t
N ff UT F R 0
,
MASTER PRELIMINARY PLAT
VILLAS OF HARVEY
13.202 ACRES
PHASE 1 = 44.053 AC. PHASE 2 = 69049 AC.
BLOCK 1,. LOTS 1 THRU 44 BLOCK 6, LOTS 1 THRU 12 BLOCK 11, LOTS 1 THRU 11
BLOCK 2, LOTS 1 THRU 16 BLOCK 7, LOTS 1 THRU 12 BLOCK 12, LOTS 1 THRU 7
BLOCK.3, LOTS 1 THRU 15 BLOCK..8, .LOTS- I -THRU. 26. BLOCK 1.3, LOTS 1 THRU 45
BLOCK 4, LOTS 1 THRU 14 BLOCK 9, .LOTS 1 THRU 14 .BLOCK 14, LOTS 1 THRU 40
BLOCK 5, LOTS -1 THRU 16 BLOCK 10 LOTS I. THRU 18 BLOCK 15, LOT 1
J.W. SCOTT* LEAGUE SURVEY, A -49
COLLEGE STATION-, BRAZOS COUNTY, TEXAS
SCALE: 1 " =100' OCTOBER, '2003
OWNER/DEVELOP
Carrara Realty, LTD ENGINEER:
40 Northeast Loop 410
Suite 562 TE N
San Antonio, TX 78216 ■��
SURVEYOR: General ,Contractors
Ginger L. Urso, P.E.
Brad Kerr, RPLS No. 4502 1707 Graham Road
Kerr Surveying Co. College Station, Texas 77845
505 Church Street, P.O. Box 269 (979) 690 -7711
College Station, TX 77841
(979) 268 -3195
S.HEET 2 OF 2
EXISTING CONTOUR (MAJOR)
S-ia
EXISTING SANITARY SEWER LINE
EXISTING CONTOUR (MINOR)
u
EXISTING WATERLINE
PLAT BOUNDARY
° -a
PROPOSED SANITARY SEWER LINE
PHASE LINE
0
PROPOSED SEWER MANHOLE
- -
LOT LINE
a-
PROPOSED WATT~ RLINE
---- - - - - --
LOT DIVISION LINE
AFH
PROPOSED FIRE HYDRANT
p.
PROPERTY CORNER
- ST sT-
PROPOSED STORM SEWER
- - - -- -_ - --
PROPOSED EASEMENT LINE
PROPOSED STORM INLET
EXISTING EASEMENT LINE
<--
FLOW DIRECTION
ROW LINE
EVIONNINAMOM
PROPOSED POND
- P - P -P -F-
GAS PIPELINE
O 01
PROPOSED CONCRETE FLUME
PROPOSED CONCRETE CHANNEL
-- E --E
OVERHEAD ELECTRIC LINES-'
PROPOSED 4 SIDEWALK
3
r; � ; t
PROPOSED GREENBELT/
AREA
'
LANDSCAPE
;.I
PROPOSED PARK AREA
{;..';``' ;t` ,; a
PROPOSED OPEN SPACE/
DRAINAGE AREA
VICINITY MAP
THE CONSTRUCTION OF THE PROPOSED RETENTRN PONDS AN THE
OTHER INFRASTRUCTURE IMPROVEMENTS SHOWN ON THIS PLAN ARE
CONTINGENT ON APPROVAL OF THESE IM PROVEMENTS BY THE 'CORPS OF
ENGINEERS.
F-
'.
m r NA
K 4'Y .- ... sr: ,.
r r
't t
N ff UT F R 0
,
MASTER PRELIMINARY PLAT
VILLAS OF HARVEY
13.202 ACRES
PHASE 1 = 44.053 AC. PHASE 2 = 69049 AC.
BLOCK 1,. LOTS 1 THRU 44 BLOCK 6, LOTS 1 THRU 12 BLOCK 11, LOTS 1 THRU 11
BLOCK 2, LOTS 1 THRU 16 BLOCK 7, LOTS 1 THRU 12 BLOCK 12, LOTS 1 THRU 7
BLOCK.3, LOTS 1 THRU 15 BLOCK..8, .LOTS- I -THRU. 26. BLOCK 1.3, LOTS 1 THRU 45
BLOCK 4, LOTS 1 THRU 14 BLOCK 9, .LOTS 1 THRU 14 .BLOCK 14, LOTS 1 THRU 40
BLOCK 5, LOTS -1 THRU 16 BLOCK 10 LOTS I. THRU 18 BLOCK 15, LOT 1
J.W. SCOTT* LEAGUE SURVEY, A -49
COLLEGE STATION-, BRAZOS COUNTY, TEXAS
SCALE: 1 " =100' OCTOBER, '2003
OWNER/DEVELOP
Carrara Realty, LTD ENGINEER:
40 Northeast Loop 410
Suite 562 TE N
San Antonio, TX 78216 ■��
SURVEYOR: General ,Contractors
Ginger L. Urso, P.E.
Brad Kerr, RPLS No. 4502 1707 Graham Road
Kerr Surveying Co. College Station, Texas 77845
505 Church Street, P.O. Box 269 (979) 690 -7711
College Station, TX 77841
(979) 268 -3195
S.HEET 2 OF 2
'
' 7B 7A
CONUREM
_4 HEM)WALL.
Sage Way IIB;
Verbena Court
ROW ROW pip
CD
INLET
I 28B BLOCK5 3.78 ACRES 8A
I OPEN SPACE DETENTION AREA
M GE 6A PIPE
FU z\0
9 1 1- 12AI 11B IlA 10B 10A 9B 9A 8B: 8A 7B 7/A I I
19 9A 10B; 10A IIB', IIA 12B,' 12A 13B: BA 14B.' 14A 15B--, D 01 1 13A
27B 1 20'
RUMI
5B 6B
3A 3B 14A I
2A 2B
CONCRETE IV 16A 16B
\ 10B I '. I I I HEADW;�
10A 9A 9B 2A 2B 3A 3B P.u.F- 6A 13LOfK 13
BL I t I— LT ! 4 1 lz;�� I F".11.
CK3 PIPES
IB Lantana Lane
25B -E
V1 �i I :: 1 Lantana Lane I INLET PIPE poles 27' B-8 ASPH PvmT, So- RO
27 13-13 ASPH
HEOWALL
......... T,; -Tff- I , ; - . - I I I --
moontlo PIPE
27' 13-B ASPH M544 ROW.
0. A 4UB I 4UA 39B j 39AI 38Bj 38AI 37B 37A 3B 33A
U. 11A
24A sums
PIPE
9R 9A 1OB: 10A 1113: 11A 1213' 12A 13B I 13A 14B I 14A 15B I 15A 1611 16A I I 13B
CK 2 12B 12A
23B Q
PARK
BLOCK 1 1 T
8B BLOfK 2 4B 3A 16A PI SE 2 OPENS'/
PAE L 4.31 ACRES
21B IN I
P OPEN SPACE
21A Mountain Laurel Loop �J- PIPE BOX WNCREIE
5B 1 1 8B
BLOICK 14
0 100 P!U—Z -1 1
U 3B
8A 18B I 19"A'
5 PAE� 1
12A P.UZ
18B U. 5B
Lantana Uourt
PIPE 1W INLET
16A 27' 13
1.08 ACRES
IIA A- 11 5 --_ PIPES
DETENTION
ETENAT BLOCK 14 '9 P5:U.F-
DETENTION
9A 4B 1B IA 45B 45A 44B 44A 43
AREA BLOCK 1 4A 3B 3A 2B 2A
_P9V_9ff DRAINAGE
I 38A 37B
P.0 BL(fK 131 37A I 3f 36A
IV I
OPEN SPACE Robert Henry Conaway, Jr.
DRAINAGE 35.91 Acres
0.09 ACRES VoL 2864, Pg. 51
ISABELHARTE
2.00 ACRES TRUST NO. 1 2.00 ACRES
19B 20A 20B 21A 21B 22A 22B I 23B
14B 15A 15B 116A 16B 17A 17B 18A: 18B 19A,
9B 6A 10B IIA: IIB - 12A: 12B 13A; 13D 14A'
BL 8
_-4 — — — Lk
10 INLET/ r3e PIPE _ Lane 24B
Mulberry Lane j I
Ip.U1 12B
12A 25B
6B 13B
7A I 26A
60.5t Acre Tract IN
Vol. 3687,Pg. 258 1 6B 9A I 26B
100 50 0 100 k 5B I I 16A 16B 14B
I IN
SCALE IN FEET
I 4B 17A
5A 0 ICY I
IA
46.49 Acre tract 4B -ol
4B 11 1 IIA
1.14 3B 18B
.0 12B
6 EASEMENT— 70" EA:SEMENT 3B 2A 1111 2A
I 2B 11A
2A 13B I lox\
IB
IA 14B I
RUIZ PIPE
T-T 43BI 44A 44B I ___� X IV P.U.E. V P.U.F- 4A f
_<24 7 1, 41A! 41B I 42A 42B I 43A
Mountain Laurel Loop 7B
3B 6A
INLET 1B
b 112B 12A i
T - 9B 8B I 8A 7B 1A 4A 1 6B V
32A &A 9B 9A IOR 10A IIB I JB3 L 5 3B 3A f OBL� 10A 1 6 1 , --- CONCKIE IW Rus-
8B 11A 12B 12A 1313 13A 1413 4A- I e WE HEWWALL
-CLE 4B 2e PIPE
01 CONCFEW
2W _j 1 HEADWALL
co
30R t z�
t 4A 4B 8' PIPE
GREENBELT /
0.53 XC__RES
STATE HIGHWAY 30
20' CITY OF COLLEGE STATION
UTILITY EASEMENT (660/600
r ajLVMT GREENBELT / LANDSCAPE AREA 20' CITY OF COI I EGE STATION
W1 SETS UTILITY EASEMENT (660/606)
�
H 15' MIN
THE 2 DWELLING UNITS
WILL BE CONSTRUCTEQ
AS 1 STRUCTURE ON 5
LOTS "A7 AND "87 BUT
CAN BEPURCHASED
SEPARATELY. 1A 1B 2A 2B
125' MAX.
120' MIN.1
S
TYPICAL LOT DETAIL
FOR 2-DWELLING-UNIT VILLAS
LEGE �
EXISTING CONTOUR
EXISTING SANITARY SEWER LINE
EXISTING CONTOUR (MINOR)
EXISTING WATERLINE
PLAT BOUNDARY
PROPOSED 'SANITARY SEWER LINE
PHASE LINE
o
PROPOSED SEWER MANHOLE
-------------- LOT LINE
----W__«----
PROPOSED 'WATERLINE
-------------- LOT DIVISION LINE
opn
PROPOSED FIRE HYDRANT
PROPERTY CORNER
'm--ST
PROPOSED STORM SEWER -
------------ PROPOSED EASEMENT LINE
PROPOSED STORM INLET
---- ---' ---- EXISTING EASEMENT LINE
+-
FLOW DIRECT
H0N LINE
PROPOSED POND
--p--'p--'p---p— GAS PIPELINE
PROPOSED CONCRETE FLUME
---�----- OVERHEAD ELECTRIC LINES
PROPOSED CONCRETE CHANNEL
'
PROPOSED 4 SIDEWALK
PROPOSED �R
' =='`=��'/
LANDSCAPE AREA
PRUP0SED RARKAREA
PROPOSED OPEN SPACE/
DRAINAGE AREA |
��U�� '
� "��""�" " " "��~"
CITY OF BRYAN
— CITY LIMITS
UNIVERSITY DRIVE FM 60 001
LOCATION
NOTTOSCALE
SHEE
�� n�
~ °~�
STATE HGHVAY3V /HA T EYR0AO
THE CONSTRUCTION OF THE PROPOSED RETENTION PONDS AND THE
OTHER INFRASTRUCTURE IMPROVEMENTS SHOWN ON THIS PLAN ARE
CONTINGENT ON APPROVAL OF THESE IMPROVEMENTS BY THE CORPS OF
ENGINEERS.
REFER TO SHEET 2 OF 2 FOR OTHER NOTES AND LINE/CURVE TABLES.
UTI-LITIES PL
MAST
VILLAS OF HAR
+M�Uw� AC RES
U 0 .�' �rK D��
PHASE 1 = 44 AC PHASE 2 = 69 AC
BLOCK 11. LOTS 1THRU1I
BLOCK 12, LOTS 1 THRU7
X8, LOTS I THRU-265 BLOCK 13, LOTS 1 THRU45
K8 LOTS ITHFlU14 BLOCK 14, LOTS 1THRQ4D
X 10, LOTS 1THRU1a BLOCK 15, LOT 1
Z)UKVtT|UK:
Brad Kerr, RPLS No. 4502
Kerr Surveying Co.
505 Church Street, P.O. Box 289
College Station, TX 77841
(979) 268-3195
����|U� c�D���� �_��
������� �w/xr�/, �� -��
������l� �~�U�T�� T����
, --' - '^_ ~ .~ .^ ~ .~ . , . . , TEXAS
.~~
Df`T������ �F\R�
~~.~~^-^,, ~_~~~
�hJ��!hJ�����^
�_/v^�,.ru_�_.`.
TEX I�ON
General �� f
�������� ����:racf
ors
Ginger L Unyo, P.E.
1707 Graham Rood
College Sfoflmn, Texas 77845
(979) 680-7711
SWEET 1 OF 2
51
IV _T - - � - -- - -- - - - - - --
I 23A
21B ' 23B I �
� I
21B 22A , 22B I P.U.E. I
24A I
1 24B I
y — —
12B \ o r / 25A
- - - -- C V 12A 1 1 25B i Joyce Peters Bell \1
1 ' Remainder of 15.379 Acres
b Vol. 297, Pg. 252
I BLOCK8 I ZONED "C -2"
13B 1 26A I
m
e N
13A 26B
I I
�14B I 1x
CK 10
{
5' P.U.E. ' r
14A
,! ��8 .., '/ 1A 10' P.U.E.
1 1 ( BLOCK 11 1
5' PUE
` 11B 1 2A
11A �\ // / -- 2B - -- I
1
i
f -- 3A j
0' / I
r / W P.U.E. \. 4A
,a
4B
/ P.u£ I
` 5A \`
5B
6A \ \ I
CONCRETE PM HEADWALL
— 'aP °E 100 50 0 100
24' PIPE
SCALE IN FEET
PAL
10 PAE.
/ I 1 10A
\ 9B t, t\ 10B /
t /
I
I
�"�q
"°mot
EXISTING CONTOUR (MINOR)
Joyce A. Devaney,
Trustee
BLOCK 13
11A
I
t1l
�
t z
-
11.424 Acres
Vol 2584; Pg: 225
-
I
-
11B I
W -a
ZONED "A -0"
c
7A
m ca, I _ -
13B ' - -• i • -- -- -- - - - -- -- -- -- -- - I
14A ( ( I 17A
I i I I I ( ' 20B 21A' 21B I 22A 22B / 23A � I I
,m I -- - - - - -- I 15A� 5B 1 $ � 1 3 I I 1 I I , 17B 18A, 18B 19A, 19B 20A, , 1 I
P.U.E 6A TS . r I I ( I I I /10' P.U£ I
--- P.U.E. j 4 z5' 14B 1. 5' 1 , i ; ; '� 23B
Lantana Lane 24A I
27 B-8 ASPH PVMT 50' RO
I 29B
I 1 �. i i ' •( I 24B I
I - -- = --
1
38B 38A 37B _.1 I
,_ I
A I t 37A 36B' 36A I 35B , 35A I , 34A I 33B! 33A I 32B, 32A 31B � 31A 30B' 30A I L a
I 1 1 1 BL 14 _
f I I � — - I
I ' I I I I I I- 1 I ,aP.U.E BB
-- -- - -' t to'
' - - - - - -=
- _ -- -- - - - -- -- -1_- -_ -- - 28A I
I - - 1
BLOCK 14
27B I
r 27A P
� � '
OPEN SPACE / ' 2 - PM OPEN SPACE
' DETENTION AREA sr DETENTION AREA I 26B
4.31 ACRES 4 ACRES
I 26A i
CONCRETE
HEAOML
I 25B - I
2 2 3V PIPES I
- -' -- - -�--. - I - - - -- -- ta - P.U.E I — — -
1 ,a
CONCRETE
HEADWALL. I , k
B 15A; 15B 16A,' 16B i 17A; 17B 18A; 18B i 19A; 19B
I ZOA 20B i BL i 21B 21 2 1 23A i 23B I 24B i r
,
-- -- -- - -- - ' I 24A s
I s
P.U£ �
Lantana Lane
27' 8 -13 ASPH PVMT. 50' ROW
5' INLET y . -21 1111 ...
70'
35'
35'
EXISTING CONTOUR (MINOR)
H5NM IN
EXISTING WATERLINE
PLAT BOUNDARY
s -a
T HE 2 DWELLING UNITS
WILL BE CONSTRUCTED
5' 5'
PHASE LINE
-
PROPOSED SEWER MANHOLE
-
11B I
W -a
PROPOSED WATERLINE
8B \
I
I
PROPERTY CORNER
— ST — S; —
CAN BE
SEPARAT E Y 1A 1B
2A
ITA i
PROPOSED STORM INLET
I
8A
m ---
- - - - -
I
25' MAX.
PROPOSED POND
- -
En a j
12B 1
20' MIN.
- -- - --7
z o
I
PROPOSED GREENBELT/
10' P.U.F-
-- - - - - --
' I
13A I
TYPICAL LOT DETAIL
FOR 2- DWELLING -UNIT VILLAS
Uw
I
c
7A
m ca, I _ -
13B ' - -• i • -- -- -- - - - -- -- -- -- -- - I
14A ( ( I 17A
I i I I I ( ' 20B 21A' 21B I 22A 22B / 23A � I I
,m I -- - - - - -- I 15A� 5B 1 $ � 1 3 I I 1 I I , 17B 18A, 18B 19A, 19B 20A, , 1 I
P.U.E 6A TS . r I I ( I I I /10' P.U£ I
--- P.U.E. j 4 z5' 14B 1. 5' 1 , i ; ; '� 23B
Lantana Lane 24A I
27 B-8 ASPH PVMT 50' RO
I 29B
I 1 �. i i ' •( I 24B I
I - -- = --
1
38B 38A 37B _.1 I
,_ I
A I t 37A 36B' 36A I 35B , 35A I , 34A I 33B! 33A I 32B, 32A 31B � 31A 30B' 30A I L a
I 1 1 1 BL 14 _
f I I � — - I
I ' I I I I I I- 1 I ,aP.U.E BB
-- -- - -' t to'
' - - - - - -=
- _ -- -- - - - -- -- -1_- -_ -- - 28A I
I - - 1
BLOCK 14
27B I
r 27A P
� � '
OPEN SPACE / ' 2 - PM OPEN SPACE
' DETENTION AREA sr DETENTION AREA I 26B
4.31 ACRES 4 ACRES
I 26A i
CONCRETE
HEAOML
I 25B - I
2 2 3V PIPES I
- -' -- - -�--. - I - - - -- -- ta - P.U.E I — — -
1 ,a
CONCRETE
HEADWALL. I , k
B 15A; 15B 16A,' 16B i 17A; 17B 18A; 18B i 19A; 19B
I ZOA 20B i BL i 21B 21 2 1 23A i 23B I 24B i r
,
-- -- -- - -- - ' I 24A s
I s
P.U£ �
Lantana Lane
27' 8 -13 ASPH PVMT. 50' ROW
5' INLET y . -21 1111 ...
70'
35'
35'
EXISTING CONTOUR (MINOR)
H5NM IN
EXISTING WATERLINE
PLAT BOUNDARY
s -a
T HE 2 DWELLING UNITS
WILL BE CONSTRUCTED
5' 5'
PHASE LINE
0
PROPOSED SEWER MANHOLE
AS 1 STRUCTURE ON
W -a
PROPOSED WATERLINE
----- - - - - -- LOT DIVISION LINE
LOTS "A" AND "B" BUT
PROPOSED FIRE HYDRANT
PROPERTY CORNER
— ST — S; —
CAN BE
SEPARAT E Y 1A 1B
2A
2B
PROPOSED STORM INLET
I
5'
FLOW DIRECTION
ROW LINE
I
25' MAX.
PROPOSED POND
— P-- P —P —P— GAS PIPELINE
= s ='
PROPOSED CONCRETE FLUME
20' MIN.
PROPOSED CONCRETE CHANNEL
- -° PROPOSED 4' SIDEWALK
PROPOSED GREENBELT/
STREET 27' 50'
LANDSCAPE AREA
PROPOSED PARK AREA
TYPICAL LOT DETAIL
FOR 2- DWELLING -UNIT VILLAS
EXISTING CONTOUR (MAJOR)
s -L
EXISTING SANITARY SEWER LINE
EXISTING CONTOUR (MINOR)
EXISTING WATERLINE
PLAT BOUNDARY
s -a
PROPOSED SANITARY SEWER LINE
PHASE LINE
0
PROPOSED SEWER MANHOLE
- - - LOT LINE
W -a
PROPOSED WATERLINE
----- - - - - -- LOT DIVISION LINE
KPH
PROPOSED FIRE HYDRANT
PROPERTY CORNER
— ST — S; —
PROPOSED STORM SEWER
------ - - - - -- PROPOSED EASEMENT LINE
PROPOSED STORM INLET
EXISTING EASEMENT LINE
E-
FLOW DIRECTION
ROW LINE
PROPOSED POND
— P-- P —P —P— GAS PIPELINE
= s ='
PROPOSED CONCRETE FLUME
> E OVERHEAD ELECTRIC LINES
PROPOSED CONCRETE CHANNEL
- -° PROPOSED 4' SIDEWALK
PROPOSED GREENBELT/
LANDSCAPE AREA
PROPOSED PARK AREA
PROPOSED OPEN SPACE/
DRAINAGE AREA
VICINITY MAP
General DevelODment Information
CITY OF BRYAN
® CIT LI
UNIVERSITY DRIVE FM 61
ti
NOT TO SCALE
` ru
- � a
s � ;x ... a •�'�s >. "$� �° "axe '�'.. E..
J
STATE HIGHWAY 30 / HA EY ROAD
BLOCK 15
LOT 1
7.367 ACRES
.. 25A I
I BLOCK 13
25B I I
26A
i I 26B 1
I 27A I 1
I
I
27B
I I
28A I
j 28B
- , z OPEN SPACE /
F - - - - -- DRAINAGE
Sr ' I CRETE HEADWALL 0.17 ACRES
I 29A I 1
I BLOCK 13 ,a I
29B
P Fl
I 'r I I ,
f 41B 41A 1 40B_:- 40A I 39B, 39A 1 3813 I i P.uE ,\
1 1 BLD� 131 38A I 37B 1 37A 3 1 36A I 35B 1 i ( 1 I, ,,) , I I
LY11L 35A 1 34B 34A11 33B ' 33A 111' 1 32B' 32A 131B 131A \ I I ; I 30B I 30A
13 i to
20' CITY
ENSELT f LANDSCAPE AREA (F COLLEGE ST
AT10N
0.54 ACRES UTILITY EASEMENT (660/606) _ OPEN SP A CEV
D
0.04 ACRES
- -fi `S_ _ ? D } L
�g_fi -fi _.— S_b } l
\\ \
\_J
o� s` PROJECT .
N9 o ' LOCATION
o �
Purpose and Intent Statement A storm sewer system will be constructed to control the drainage from the THE CONSTRUCTION OF THE PROPOSED RETENTION PONDS AND THE
The purpose and intent of this Planned Development District is a high density development and route it through detention ponds and then discharge the OTHER INFRASTRUCTURE IMPROVEMENTS SHOWN ON THIS PLAN ARE
residential community with amenities that provide for an enhanced quality of life. runoff into a tributary of Carter Creek. A drainage report will be provided CONTINGENT ON APPROVAL OF THESE IMPROVEMENTS BY THE CORPS OF
this development is intended to comply with the Comprehensive Plan, 30/60 Area, to verify the proposed development is in compliance with the City of
of the City of College Station. College Station Drainage Ordinance. ENGINEERS.
Proposed Land Use Meritorious modifications or variations to the City of College Station
The land use for this development is high density residential with 2 -unit attached Standards may be requested for the- following items:
dwellings on individual lots. Each dwelling unit will be required to have a 2 -car
s on individual lots
garage, and the front building setback distance will be limited to a minimum of 20 - 2 -unit attached dwellings
feet and a maximum of 25 feet. Additional land uses include a neighborhood park, - Building setback line distances
open space, and landscaped areas, which may be located to preserve existing - Front Setback - 25 Max., 20' Min.
vegetation. These areas will be approximately 4 times greater than the City of - Side Setback - 5'
College Station parkland dedication requirements. Additional amenities will include a - Side Street Setback - 12.5'
decorative street - entrance to the subdivision with a water feature on either side of - Rear Setback - 15'
the entrance, as well as extensive landscaping to create a screen along State - Minimum lot size and dimensions
Highway 30. Other restrictions will be devised to restrict building materials, parking, - Minimum Lot Area - 3500 SF
and architectural standards with a Home Owners' Association as an enforcement - Minimum Lot Width - 32' at front or rear setback line UTILITIES PLAN
mechanism. - 21' at street right -of -way
A target market has been established to include single parents, young - Number of dwelling units / lots on a cul -de -sac street FOR THE
professionals, first -time home buyers, and retirees. - 32 Max. dwelling units or lots
The single family dwellings will have an allowable range of building heights from 15
MASTER to 35 feet. PRELIMINARY P
O
O
tom
\ O
�
Brazos Super Trac, Inc.
f.88 & 1.31 Acre Tracts
Vol. 3644, Pg. 256
ZONED "C -1"
STATE HIGHWAY 30
0
VILLAS OF HARVEY
NOTES:
1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD -83 TEXAS STATE 113.202 ACRES
PLANE COORDINATE SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND ARE BASED
UPON THE POSITION OF THE CITY OF COLLEGE STATION HORIZONTAL CONTROL
MONUM ISHED N 1 5 LOCATED O E AR THE 4 R YA ELEC RICAL)SUBSTATION ENTRANCE PHASE 1 = 44.053 AC. PHASE 2 69.149 AC.
2. LOT 1, BLOCK 15 (7.367 ACRES) OF THIS PROPERTY IS CURRENTLY ZONED BLOCK 1, LOTS 1 THRU 44 BLOCK 6, LOTS 1 THRU 12 BLOCK 11, LOTS 1 THRU 11
COMMERCIAL (C - 1), AND THE REMAINDER OF THE PROPERTY (105.835 ACRES) IS BLOCK 2 LOTS 1 THRU 16 BLOCK 7, LOTS 1 THRU 12 BLOCK 12, LOTS 1 THRU 7
CURRENTLY ZONED PLANNED DEVELOPMENT DISTRICT (PDD). BLOCK 3 , LOTS 1 THRU 15 BLOCK 8, LOTS 1 THRU 26 BLOCK 13, LOTS 1 THRU 45
3. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE BLOCK 4, LOTS 1 THRU 14 BLOCK 9, LOTS 1 THRU 14 BLOCK 14, LOTS 1 THRU 40
CITY OF COLLEGE STATION AND FIELD SURVEY DATA. BLOCK 5 , LOTS 1 THRU 16 BLOCK 10, LOTS I THRU- I$ BLOCK 15, LOT 1
4. ACCORDING TO THE FLOOD INSURANCE RATE MAPS (FIRM) FOR BRAZOS COUNTY,
TEXAS AND INCORPORATED AREAS, MAP NO. 48041CO161 -C, JULY 2, 1992, THIS J.W. SCOTT LEAGUE SURVEY, A -49
PROPERTY IS LOCATED 1N AN "OTHER AREAS ZONE X," DEFINED AS BEING OUTSIDE COLLEGE STATION BRAZOS COUNTY TEXAS
THE 500 -YEAR FLOOD HAZARD AREA
5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC SCALE: 1 " =100' OCTOBER, 2003
LENGTHS.
6. OWNERSHIP OF THIS TRACT IS BY DEED, VOL. 586/PG. 488 AND VOL. 507 /PGS. OWNER/D
563 & 568, OF THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY, TEXAS. Carrara Realty LTD ENGINEER
7. THERE WILL BE NO DRIVEWAY ACCESS ALLOWED TO PAMELA DRIVE OR MOUNTAIN 40 Northeast Loop 410
LAUREL DRIVE. Suite 562 TE C ON
8. SUBDIVISION ELECTRICAL SERVICE: San Antonio, TX 78216
A. THE DEVELOPER INSTALLS CONDUIT PER CITY SPECIFICATIONS AND General Contractors
DESIGN. SURVEYOR: Ginger L. Urso, P.E.
B. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING EASEMENTS TO Brad Kerr, RPLS No. 4502
\1 COVER ALL PRIMARY ELECTRIC SERVICE AND EQUIPMENT. 1707 Graham Road
Kerr Surveying Co. C. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING AND INSTALLING g College Station, Texas 77845
STREET LIGHTS PER CITY SPECIFICATIONS AND DESIGN. 505 Church Street, P.O. Box 269 (979) 690 -7711
D. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING A- 5' EASEMENT College Station, TX 77841
TO COVER STREET LIGHT SERVICES WHERE THEY ARE NECESSARY. (979) 268 -3195
SLEET 2 OF 2
VoL 2864, Pg. 51
ZONED "A -0"
ss_oD 35_
a Iy
5
O Q O N
0
21B � 22A 1 L2M PAL
re _
I'39'E_- 135.51
12A
39E_127.69'
13B
S9"E- 120.58_
13A
14A
1G ' 10
23B�
a
24A
24B
I°
BLOCK 8
26A
N32'47'2 1�
�5 Rus
11
Joyce Peters Belt
Remainder of 15.379 Acres
VoL 297, Pg. 252 /
1
I�
22Att���2 --2B' 23.06 19 19!
BLy�;x 14 f, 1 23B 1:9 24A;2 24B
k r v
v � 1A t,P Pac 1°
ti r /
•' 3 1 i BL I / -•�
NMI" N394115E- 125.86_ ® i
ICA
`2 W P.u£ 1 ' I
N4349'15'E_125.81'
11B ti 11„ 2A IEg 0)
2B IN O
e ° /
k ;% It N4S49'15'E- 143.62' 1O 01 �ryS
/ I
3A > >�
l" m
3B I, PAL
V
11 `�
P ry s@S y
j�
r ary .y 4A
33' y �-- 4B
17 P.0 \`
'` °�� 5A
5B \ \�
w
\ ° s \�'s 5
No
10 RIM
N .
mom
�;` ` �•.�
100 50 0 100
�� •• ,�_ ��� ` ��` ALE IN FEET
1W PAL ,\ , 43451 2 7_•. -
� - 98 -- 3 ,2_ --
1 j
06� I,
�' � �� � � •. °� to
m
/ 9B �1 OA 10B `y N�' ~ � 10 ► Joyce A. aney,
tee
s 132szL9CK 13 w� 1A �- I > 424 Ac res
g.
\�6 Y 2584, Pg. 225 "�
„//e�?' r 9.. ! ZONED „A -00'
E
Wi£T - dS6k�- P.M
49'15 0 11B ~ ` t '
8 i� m . N4349'15E_11 .00' I 0
t
12A Ig �7
BA `'� \ s t N43 49'15E 115.00' !
6.7 '
to 13 -
49:iS]Y _1.84. _ w
- a
125
O WSTAC E / D1i�11NAGE
I
A I
OG1
s N43'49' 5'E_115.w
s4 as' s1_v- 125.00' Na
-4
13A to
- ' NI
7A
o A
- 4, 49'15'E- 115.t�' l
i43 9'159V_124.18'
S64'42'03 "E
-
135.11'
1
t" 5 R W
6B
1
9 .1 1 5 . 1 - _71 I s o
m
9'15'w -120 .63 - m!
- __- -
1 1
N
u 14A cn
Iv
N
m
01
S47'39'50 "E
• 15A
N43'49' ' I m
-- 15'E- 122.79
i.l
•.0 6A o
PV
N1 1'28'52"E
o,
N
ss - -�
S47'03'20 "E
Ru 146 i; s
13.22'
•• 13 V J ,
17A,m 1
18A, ,
1 419 B I.1 •2 I
A I m 20A
N47'56'1 3 "E
m
13 IN
91.14'
I m
Lan ' a Lane
83.97'
._.
F
7}I 27' 13-8 ASPH T: 50' ROW
L
�•, J
21A 1
1B ":
• 22A
02' 1 41.2 _ _. -.... ._. _ - ' YCe
� z 1.3 ' pj z 4 8 6 = •� 35.00T 18.82 33.9 ' 1 78 35. 35.OD 35.0 ' -- '.t - `•OO 35.00 35.00 35 - 3J`.OD - 5.00 42 50 i ± 1 86.94
Q :,
at
St 1-0. a ' z . z D I 5. I 1 z I z IZ Z IZ 19.88 I 30B
7 0 ,� Is.18.39 ,. ,z z z z Iz , ,
m m o K N I ;S N44 38'44'E- 115.00
IN N i W iA � - O O O O O O _.-- -_•_ -_
9B�39A1 38B 38A 1� m N N
11 5 x' , ' 7A 1� 36B 1" 36A I., ®,� 35A(� 34B1� 7�33A IA 32B M 32A I %1B I 31A" >I of � W4!'44� 0A
91f f 1� 1 tc� I o
1 _ 1 I 1 t , I ,, E_ 115_00
m
_ 1 I
I
_ I
W 1 I 1 µ•
4
B it I
- W
,� W j IJ I11
fn N N N N N I.
W N N N
I
29B
N , N
I.
^ O
V1
N
V vt
ut
I. o
W tz-F�F C
O }
• 1 - LK
- 5' , c
0
0
.2 _ ,
'o
10. I'` b o ( 1(P P.N.
0 1
N O
F.
O 1 O
_ o
1 O
1
-- 1 0
S,.
O 1'
N 1 N ' 1 s.o 0 35.00' 40 -- _ _� __ -- -- -- - e1 w s - - 42`so I 7' o0 35.00 35.00' N 49' E_2;;•,^•_. 16' 35. 3505' 0 3500' 35.00� - . 29A I
'+ ` , \ ` . iN41', 'o •.E -,287. QI.,' . \'`,'•:' •.'; o
IN 45 0 7Q 11•. ` `'z 1
.•tA� CE'S'S',.�; ` ! 286
'.,WAS.: °'`':'
WA�, -, _ `:. �''• „':'', `\ ♦.. , `` ♦ \, +,,,.ti' \ ,' '\ , ♦' /-� \` N4436'44E- i15.OD'
}1,t /•� ',�• _ . ,.,' \ ' \ ''" '•,Q' S :t:e:`. \'`.,♦ . 1. WI 5' P.
V7 •'p , , ' `'; ` �'�` `,' '�' `''• t�ltasE,e --' \'' - , ` •.'' \' `' - \. +`': ;�' • I 28A
O
. \` ,,``\'�`,,'`�`,' \'•, \` �\`•'' `, \.`•,``•`•': `.`,''. \ :'. '4 ''�' , ' \i \\ ,.`, i' ^_\ ` ♦ :- ,',�',`' : \`�� \' \�, \•' ,Sy 'I N '36
`_ `:� \ ` ; :�,, ,` ' :, .• :`';;'.; ,',,, , ♦ ` \ `; + ,':" 'OP SPIAL :.;' N. . W BOCK 14
:AREA:~ \... \ a '
\ _
I 27
` J, e
1
' \�'` �� .'�',\ �' ``' ,\ ; i` \ \'\ ,\ : ';. �\ �, \�\ . ♦ : \�', ,&�uww_ �' \ ' .'�' ,'`�',\ - , , \\,�`.. \ y N4436'44'E_11
�• `��� '�` �• `\ ;'•\ �` iti' N4436'44E- ti5.Go'
• \.. •HEM I
_.,` '�'+ ; `:: ,�. .♦ -�•\� 26A
3.00' •', ♦
"+ +` ,'�
o•
- _ 3�r.00 ^ Op' 35_pp' - _00' 35_00' 35.OD' 00' 0 -- \' , \ 36'44116_00
- �1�r�� s �� 'C L�as.ai•�'3s "ro • •,,,, ...t...:.�;'..
16A � 16B' 17A ig�t$' 18A 1 t 1 2
619B
18B 1019A 1 I$ ' 20 1
CYI
121A
N IN N N N N
O N O IN
E 1 ° °
L . _ - Lane.. -�., - �,._,_.._._, • - -
27' -8 ASPH PVMT, 50' ROW ~
F
37 37.50 37.50 37 -' '3780 T r �
i� z , 37.50 45.00 45.00 35.00
10.00'z � Z z I
t R t 3 '#
tit.
: 9 41A 1 1 40A : g 39B 1 1 i It+ Iy
N N
I BL N 13 IN 38B I I 38A x'1 1 376
I g a 'tn gl
I' 1 -10.00'0 io
0
;j$ 25B
'I N4S '29
I
1 25A
07`�
2B-2V 23A'. Iml
�L.
•h 5�
h
I
_I
3� �so`�� / £
23B I
BLOCK 15
�., 24A I l
7.83' 3
LOT 1
I
2 ' -
, 34 -
N
o\
9 I
\__ X.367 ACRES
w 24B
�! BLOC
N443644 E-'
26A
9 26B
1 t�44'36'44'E -1
27B
44'E -1 t5. 5.00
28A
}4E- 115.00_
LINE TABLE
O WSTAC E / D1i�11NAGE
LINE
N41 °x#7'03 "E
-
602.23'
220.45'
35.00
35.0
35
35_00 3 00 35_00 35.0
35.01
35.9
S64'42'03 "E
L5
135.11'
1
L6
q y
01 guz
S59'34'54"W
L7
12.90'
L8
32.04'
S47'39'50 "E
L9
20.00'
N1 1'28'52"E
L10
57.63'
S47'03'20 "E
L11
13.22'
•• 13 V J ,
17A,m 1
18A, ,
1 419 B I.1 •2 I
A I m 20A
N47'56'1 3 "E
m
13 IN
91.14'
I m
L14
83.97'
N45'47'50"W
I m
I"'
N41 *39'22"E
L16
72.67'
IN
IN
I�- -_. � .� ..,..
11, tp
.,� ,.,. cv,n•
to
ar nn'
135.1
L
�•, J
21A 1
1B ":
• 22A
02' 1 41.2 _ _. -.... ._. _ - ' YCe
� z 1.3 ' pj z 4 8 6 = •� 35.00T 18.82 33.9 ' 1 78 35. 35.OD 35.0 ' -- '.t - `•OO 35.00 35.00 35 - 3J`.OD - 5.00 42 50 i ± 1 86.94
Q :,
at
St 1-0. a ' z . z D I 5. I 1 z I z IZ Z IZ 19.88 I 30B
7 0 ,� Is.18.39 ,. ,z z z z Iz , ,
m m o K N I ;S N44 38'44'E- 115.00
IN N i W iA � - O O O O O O _.-- -_•_ -_
9B�39A1 38B 38A 1� m N N
11 5 x' , ' 7A 1� 36B 1" 36A I., ®,� 35A(� 34B1� 7�33A IA 32B M 32A I %1B I 31A" >I of � W4!'44� 0A
91f f 1� 1 tc� I o
1 _ 1 I 1 t , I ,, E_ 115_00
m
_ 1 I
I
_ I
W 1 I 1 µ•
4
B it I
- W
,� W j IJ I11
fn N N N N N I.
W N N N
I
29B
N , N
I.
^ O
V1
N
V vt
ut
I. o
W tz-F�F C
O }
• 1 - LK
- 5' , c
0
0
.2 _ ,
'o
10. I'` b o ( 1(P P.N.
0 1
N O
F.
O 1 O
_ o
1 O
1
-- 1 0
S,.
O 1'
N 1 N ' 1 s.o 0 35.00' 40 -- _ _� __ -- -- -- - e1 w s - - 42`so I 7' o0 35.00 35.00' N 49' E_2;;•,^•_. 16' 35. 3505' 0 3500' 35.00� - . 29A I
'+ ` , \ ` . iN41', 'o •.E -,287. QI.,' . \'`,'•:' •.'; o
IN 45 0 7Q 11•. ` `'z 1
.•tA� CE'S'S',.�; ` ! 286
'.,WAS.: °'`':'
WA�, -, _ `:. �''• „':'', `\ ♦.. , `` ♦ \, +,,,.ti' \ ,' '\ , ♦' /-� \` N4436'44E- i15.OD'
}1,t /•� ',�• _ . ,.,' \ ' \ ''" '•,Q' S :t:e:`. \'`.,♦ . 1. WI 5' P.
V7 •'p , , ' `'; ` �'�` `,' '�' `''• t�ltasE,e --' \'' - , ` •.'' \' `' - \. +`': ;�' • I 28A
O
. \` ,,``\'�`,,'`�`,' \'•, \` �\`•'' `, \.`•,``•`•': `.`,''. \ :'. '4 ''�' , ' \i \\ ,.`, i' ^_\ ` ♦ :- ,',�',`' : \`�� \' \�, \•' ,Sy 'I N '36
`_ `:� \ ` ; :�,, ,` ' :, .• :`';;'.; ,',,, , ♦ ` \ `; + ,':" 'OP SPIAL :.;' N. . W BOCK 14
:AREA:~ \... \ a '
\ _
I 27
` J, e
1
' \�'` �� .'�',\ �' ``' ,\ ; i` \ \'\ ,\ : ';. �\ �, \�\ . ♦ : \�', ,&�uww_ �' \ ' .'�' ,'`�',\ - , , \\,�`.. \ y N4436'44'E_11
�• `��� '�` �• `\ ;'•\ �` iti' N4436'44E- ti5.Go'
• \.. •HEM I
_.,` '�'+ ; `:: ,�. .♦ -�•\� 26A
3.00' •', ♦
"+ +` ,'�
o•
- _ 3�r.00 ^ Op' 35_pp' - _00' 35_00' 35.OD' 00' 0 -- \' , \ 36'44116_00
- �1�r�� s �� 'C L�as.ai•�'3s "ro • •,,,, ...t...:.�;'..
16A � 16B' 17A ig�t$' 18A 1 t 1 2
619B
18B 1019A 1 I$ ' 20 1
CYI
121A
N IN N N N N
O N O IN
E 1 ° °
L . _ - Lane.. -�., - �,._,_.._._, • - -
27' -8 ASPH PVMT, 50' ROW ~
F
37 37.50 37.50 37 -' '3780 T r �
i� z , 37.50 45.00 45.00 35.00
10.00'z � Z z I
t R t 3 '#
tit.
: 9 41A 1 1 40A : g 39B 1 1 i It+ Iy
N N
I BL N 13 IN 38B I I 38A x'1 1 376
I g a 'tn gl
I' 1 -10.00'0 io
0
;j$ 25B
'I N4S '29
I
1 25A
07`�
2B-2V 23A'. Iml
�L.
•h 5�
h
I
_I
3� �so`�� / £
23B I
BLOCK 15
�., 24A I l
7.83' 3
LOT 1
I
2 ' -
, 34 -
N
o\
9 I
\__ X.367 ACRES
w 24B
�! BLOC
N443644 E-'
26A
9 26B
1 t�44'36'44'E -1
27B
44'E -1 t5. 5.00
28A
}4E- 115.00_
LINE TABLE
O WSTAC E / D1i�11NAGE
LINE
LENGTH
BEARING
L1
220.45'
N72'47'26"W
L2
180.05'
S7858'02 "E
L3
215.32'
S64'42'03 "E
L5
135.11'
N47'38'36 "W
L6
33.83'
S59'34'54"W
L7
12.90'
S47'39'50 "E
L8
32.04'
S47'39'50 "E
L9
20.00'
N1 1'28'52"E
L10
57.63'
S47'03'20 "E
L11
13.22'
N11'40'09 "W
L12
70.27'
N47'56'1 3 "E
L13
91.14'
N45'47'50 "W
L14
83.97'
N45'47'50"W
L15
70.11'
N41 *39'22"E
L16
72.67'
N35'13'53"W
L17
133.67'
N23'23'00 "E
L18
118.97'
N2323'00 "E
L19
30.75'
S12'51'11 "W
L20
30.75'
S12'51'11"W
L21
75.01'
N23'23'00 "E
L22
75.21'
N41 *39'22"E
L23
11.88'
N47'58'49 "E
L24
46.37'
N39'44'35W
125
56.98'
N46'1 0'45'V
L26
127.69'
N461 0'45"W
L27
42.40'
N39'44'35 "W
L28
38.89'
N47'58'49 "E
L29
78.00'
N41'57'03 "E
L30
12.88'
S44'36'44"W
L31
18.29'
N45'18'20 "E
L32
85.88'
N47'06'33"W
L33
85.95'
N47'06'33"W
L34
21.49'
N14!11'10"W
L35
124.82'
N25'02'1 VV
L36
135.07'
N47'38'36"W
L37
34.81'
S59'34'54 "W
L38
11.79'
S43'45'43"W
L39
20.03'
S43'45'43 "W
L40
63.54'
S41'39'22"W
L40A
8.88'
S37'40'20 "W
L40B
6.84'
S37'40'20"W
L41
110.26'
S41'39'22 'W
L42
14.10'
N43'45'43 "E
L43
13.33'
N43'45'43 "E
L44
61.21'
N4547'50"W
L45
32.51'
S44'12'10 "W
L46
60.00'
S48'20'38 "E
L47
32.51'
S44'12'1O"W
L48
58.25'
N45'47'50"W
L50
66.16'
N35'1 3'53W
L51
85.38'
N23'23'00 "E
L4 & L49 HAVE BEEN OMITTED.
11
o.
S
t}'
N4/3 �4E� -t�6 oog�-j°
O WSTAC E / D1i�11NAGE
LENGTH
0.12 CRESS- •�"'�
a�
,. (+
ACCESS WAY \- C
�6
0.
�-
4436 E- 115.00
300.07'
P £ 29A la '
2'58'11"
N4436 '44E- 115.00' I ° -
300.04'
PEN SPACE / DRAINAGE
BLOCK 13
IY
39.26'
0.03 ACRES (PRIVATE)
13.81'
24.99'
35.35'
s
C3
101.69'
480.00'
S42 0 05'09 "W 603.70'
1 �
35.00 35.00 35.00' 35.OD' 35.Of) ,, '-•-
z '
35.0 ,� IW tal; 1
1 +34B !.34A133B 132
1
5.00' 35.00' 35.00 ` 35_00 35.00'
V .
- -20' CITY OFF C06ZGE STAT1bN
0.01 ACRES
(PRIVATE)
5.00 L0.76 - /•
X391
63 $5 5 ' o \ V Brazos Super Trae, Inc.
Ita =P. U.E 'N W 1.88 80 1.31 Acre Tracts
(it- \m VoL 3644, Pg. 6
!2A 1 t 30B 30 \ ZONED
N \
70' O
7
f
P_u£ = B OCK 13 1` i '
00' msmo, I
T -:..; -_ , :' ,-� �•: • ,, :2.1:2 -r
DRAINAGE
0.04 ACRES
(I'R'ATE) STATE HIGHWAY 30
S -6
i
0
1A A OO
0
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
C1
300.07'
5789.58'
2'58'11"
150.07'
300.04'
S43'49'1 5 "W
C2
39.26'
25.00'
89'58'45"
24.99'
35.35'
NO2'39'1 3 'W
C3
101.69'
480.00'
12'08'16"
51.03'
101.50'
S41'34'28 "E
C4
37.05
25.00'
84'54'47"
22.87'
33.75'
N77'57'43 'W
C5
137.93'
475.00'
16'38'14"
69.45'
137.44'
S51'15'47W
C6
39.27'
25.00'
90'00'00"
25.00'
35.36'
S02'03'20 "E
C7
30.77'
25.00'
70'31 '44"
17.68'
28.87'
S8Z 19'11 "E
C8
218.63'
50.00'
50'31'44"
70.71'.
81.65'
N07'40'49 "E
C9
39.27'
25.00'
90'00'00"
25.00'
35.36'
S87'56'40"W
C10
39.27'
25.00'
90'00'00"
25.00'
35.36'
S02'03'20 "E
C11
30.77'
25.00'
70'31'44"
17.68'
28.87'
S82'19'11 "E
C12
218.63'
50.00'
50'31'44"
70.71'
81.65'
N07'40'49 "E
C13
15.68'
25.00'
35'56'13"
8.11'
15.42'
N65'01'26 "W
C14 1
140.14'
50.00'
160'35'29"
292.38'
98.57'
S02'41'48 "E
C15
15.68'
25.00'
35'56'13"
8.11'
15.42'
N59'37'50 "E
C16
38.16'
25.00'
87'27'32"
23.92'
34.56'
NO2'04'03 "W
C17
40.38'
25.00'
92'32'48"
26.14'
36.13'
N87'55'46 "E
C18
38.16'
25.00'
87'27'13"
23.91'
34.56'
NO2'04'1 5 'W
C19 1
17.59'
25.00'
40'18'18"
9.17'
17.23'
N65'57'00 'W
C20
147.10'
50.00'
168'34'06"
499.54'
99.50'
S01'49'06 "E
C21
17.59'
25.00'
4018'18"
9.17'
17.23'
N62' 18'48 "E
C22
21.03'
25.00'
48'11'23"
11.18' 1
20.41'
N18'03'57 "E
C23
173.65'
50.00'
198'59'14"
298.99'
98.63'
N86'32'07 'W
C24 1
21.03'
25.00'
48'11'23"
11.18'
20.41'
S11'08'11 "E
C25
65.60'
175.00'
21'28'39"
33.19'
65.22'
S45'58'1 2 "E
C26
43.59'
25.00'
99'54'29"
29.75'
38.28'
N73'20'1 4"E
C27
34.11'
25.00'
78'09'48"
20.30'
31.52'
S1 5'41'54 "E
C28
265.59'
225.00'
67'37'59"
150.72'
250.44'
N20'57'49 'W
C29
21.03'
25.00'
48'11'23"
11.18'
20.41'
S11 *14'31 "E
C30
241.19'
50.00'
76'22'46"
44.72'
66.67'
S77'08'49 "E
C31
21.03'
25.00'
48'11'23"
11.18'
20.41'
N36'56'52 "E
C32
181.67'
175.00'
59'28'44"
99.98'
173.62'
N16'53'11 "W
C33
47.99' -
25.00'
109'59'27"
35.70'
40.96'
S78'22'43 "W
C34
178.04'
970.00'
10'31'00"
89.27'
177.79'
S18'07'30"W
C35
107.87'
530.00'
11'39'40"
54.12'
107.68'
N18'41'50 "E
C36
36.54'
25.00'
83'44'09"
22.41'
33.37'
S17'20'24 "E
C37
72.76'
425.00'
9'48'34"
36.47'
72.67'
N5418'12 'W
C38
39.64'
25.00'
90'51'08"
25.37'
35.62'
N85'10'31 "E
C39
58.88'
175.00'
19'16'43"
29.72'
58.61'
N30'06'36 "E
C40
25.37'
25.00'
58'08'40"
13.90'
24.30'
N08'36'06 'W
C41
240.28'
50.00'
75'20'32"
45.54'
67.34'
N80'00'1 0 "W
C42
18.07'
25.00'
41'24'35"
9.45'
17.68'
S36'57'49W
C43
95.17'
225.00'
24'14'09"
48.31
94.47'
N28'22'36 "E
C44
38.76'
25.00'
88'50'19"
24.50'
35.00'
S03'55'29 "E
C45
39.27'
1 25.00'
90'00'00"
25.00'
35.36'
N86'39'22 "E
C46
33.47'
975.00'
1'58'01 "
16.74'
33.47'
N40'40'22 "E
C47
90.44'
625.00'
8'17'27"
45.30'
90.36'
S43'50'05 'W
C48
38.28'
25.00'
87'43'23"
24.03'
34.65'
N04'07'07 "E
C49
42.12'
375.00'
6'26'10"
21.08'
42.10'
N4Z57'40 'W
C50
30.77''
25.00'
70'31'44"
17.68'
28.87'
N81'26'36 'W
C51
218.63'
50.00'
50'31'44"
70.71'
81.65'
S08'33'24"W
C52
47.74'
425.00'
626'10"
23.90'
47.72'
N42'57'40 'W
C53
40.26'
25.00'
92'16'37"
26.01'
36.05'
S85'52'53 "E
C54
60.51'
575.00'
6'01'45"
30.28'
60.48'
N44'57'56 "E
C55
17.74•'
25.00'
40'38'51 "
9.26'
17.37'
N21'37'38 "E
C56
151.81'
50.00'
173'57'22"
947.11'
99.86'
S88'16'54"W
C57
17.74'
25.00'
40'38'51 "
9.26'
17.37'
S25'03'51 "E
C58
15.78'
25.00'
36' 10'26"
8.16' 1
15.52'
S63'28'29 "E
C59
142.28'
50.00'
163'02'28"
335.38'
98.91'
N00'02'28 'W
C60
15.78'
- 25.00'
3610'26"
8.16'
15.52'
S63'23'33"W
C61
40. sue' - .
: 25.00'
92'24'53"
26.08'
36.09'
S00'54'06 "E
C62
38.63'
25.00'
88'32'08"
24.37'
34.90'
N88'37'23 "E
C63
39.48'
25.00'
90'28'44"
25.21'
35.50'
N01'52'1 VV
C64
39.47' -
25.00'
90'27'21 "
25.20'
35.50' 1
S87'39'47"W
C65
3.42'
1975.00'
905'57"
1.71'
3.42'
S42'23'08 "W
C66
218.63'
50.00'
50'31'44"
70.71'
81.65'
S1 2'23'59 "E
C67
-
30.77.
,
25.00
70
,
17.68
,
28.87
S
N7 E
C68
104.95'.
2025.00'
2'58'10"
52.49'
104.94'
S43'49'1 5"W
C69
39.57'
25.00'
90'41'36"
25.30'
35.57'
N00'02'28 'IN
C70
40.43'
25.00'
92'39'41 "
26.19'
36.17'
S88'1 6'54"W
C71
65.77'
625.00'
1 6'01'45"
32.91'
65.74'
N44 57'56 "E
,
CURVE TABLE, CONTINUED
EXISTING CONTOUR (MAJOR)
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
C72
83.20'
575.00'
8'17'27"
41.68'
83.13'
S43'5O'O5 "W
C73
35.19'
1025.00'
1'58'01"
17.60'
35.18'
N40'40'22 "E
C75
37.46'
25.00'
85'50'43"
23.25'
34.05'
S01'15'59 "E
C76
160.45'
480.00'
19'09'10"
80.98'
159.71'
N34'36'46 "W
C77
165.72'
420.00'
22'36'25"
83.95'
164.64'
S36'20'23 "E
C78
39.28'
25.00'
90'01'15"
25.01'
35.36'
N87'20'47 "E
C79
152.45'
525.00'
16'38' 14"
76.76'
151.91'
S51' 15'47'V
C80
39.27'
25.00'
90'00'00"
25.00'
35.36'
N87'56'40 "E
C81
39.27'
25.00'
90'00'00"
25.00'
35.36'
S02'03'20 "E
C82
18.69'
25.00'
42'50'00"
9.81'
18.26'
S64'21'41 "W
C83
240.82'
50.00'
27557'49'
45.05'
66.94'
N52'12'14 "W
C84
23.18'
25.00'
53'07'48"
12.50'
22.36'
N16'22'46 "E
C85
39.27'
25.00'
9900'00"
25.00'
35.36'
N87'56'40 "E
C86
39.27'
25.00'
90'00'00"
25.00'
35.36'
S02'03'20 "E
C87
22.76'
25.00'
52'10'09"
12.24'
21.98'
S69'01'45 'W
C88
240.96'
50.00'
276'06'53'
44.93'
66.84'
N42'56'37 "W
C89
19.17'
25.00'
43'56'44"
10.09'
18.71'
N20'58'1 8"E
C90
39.27'
25.00'
90'00'00"
25.00'
35.36'
N87'56'40 "E
C91
38.71'
25.00'
88'43'03"
24.45'
34.96'
S02'41'48 "E
C92
40.38'
25.00'
92'32'28"
26.13'
36.13'
S87'55'57 'W
C93
39.08'
25.00'
89'33'33"
24.81'
35.22'
N01'01'03 "W
C94
23.18'
25.00'
53'07'48"
12.50'
22.36'
N7919'38 "E
C95
240.82'
50.00'
275'57'49'
45.05'
66.94'
S41'05'23 "E
C96
18.69'
25.00'
42'50'00"
9.81'
18.26'
S22'20'43 "W
C97
39.46'
25.00'
90'26'27"
25.19'
35.49'
S8858'57 "W
C98
38.16'
25.00'
87'27'12"
23.91'
34.56'
NO2'04'1 4 "W
C99
9.18'
25.00'
21'02'22"
4.64'
9.13'
N52'1O'33 "E
C100
233.40'
50.00'
267'27'41'
52.27'
72.26'
S71'02'06 "E
C101
28.98'
25.00'
66'25'19"
16.37'
27.39'
S08'26'43 'W
C102
41.59'
25.00'
95'18'53"
27.43'
36.96'
S89'1 8'49 'W
C103
131.89'
420.00'
17'59'34"
66.49'
131.35'
N34'01'58 "W
C104
36.92'
25.00'
8437'05"
22.76'
33.66'
N17'16'21 "E
C105
40.38'
25.00'
92'32'48"
26.14'
36.13'
N87'55'46 "E
C107
39.08'
25.00'
89'33'33"
24.81'
35.22'
S01'01'03 "E
C108
15.62'
425.00'
2'06'21"
7.81'
15.62'
N4Z42'33 "E
C109
39.27'
25.00'
90'00'00"
25.00'
35.36'
S86'39'22"W
C110
39.27'
25.00'
90'00'00"
25.00'
35.36'
NO3'20'38"W
C111
7'
71.2
1 2
1025.00
) "
3'5 02
9
,
35.65
71. '
26
,
S39'39 51 "W
C112
39.46'
25.00'
90'26'27"
25.19'
35.49'
N88'58'57 "E
C113
39.27'
25.00'
90'00'00"
25.00'
35.36'
S00'47'50 "E
C114
18.40'
414.00'
2'32'48"
9.20'
18.40'
N42'55'46 "E
C115
39.27'
25.00'
90'00'00"
25.00'
35.36'
S86'39'22 "W
C116
39.27'
25.00'
90'00'00"
25.00'
35.36'
NO3'20'38 'W
C117
13.78'
375.00'
2'06'21"
6.89'
13.78'
N42'42'33 "E
C118
39.27'
25.00'
90'00'00"
25.00'
35.36'
N89' 12'1 O"E
C119
38.16'
25.00'
87'27'12"
23.91'
34.56'
SOZ04'14 "E
C120
62.79'
530.00'
6'47'18"
31.43'
62.76'
N38'15'43 "E
C121
37.63'
25.00'
86' 14'12"
23.41'
34.18'
S77'59' 11 "W
C122
68.84'
375.00'
1931'07"
34.52'
68.75'
N53'38'1O"W
C123
39.28'
25.00'
90'01'58"
25.01'
35.37'
NO3'21'37"W
C124
17.34'
390.00'
2'32'48"
8.67'
17.33'
N42'55'46 "E
C125
40.38'
25.00'
9232'47"
26.14'
36.13'
N87'55'45 "E
C126
38.38'
25.00'
87'57'30"
24.12'
34.72'
S01'49'06 "E
C127
40.16'
25.00'
92'02'30"
25.91'
35.98'
S88'10'54"W
C128
31.94'
225.00'
8'08'00"
16.00'
31.91'
S49'51'51 "E
C129
39.21'
25.00'
89'52'11"
24.94'
35.32'
N08'59'46"W
C130
46.90'
470.00'
543'03"
23.47'
46.88'
N38'47'51 "E
C131
11.15'
175.00'
339'04" 1
5.58'
11.15'
S47',57'23 "E
C132
38.38'
25.00'
87'57'30"
24.12'
34.72'
S01*49'06 "E
C133
44.77'
25.00'
102'36'28"
31.21'
39.02'
N86'32'07 "W
C134'
99.98'
225.00'
2527'35"
50.83'
99.16'
S47 57'40 "E
C135
36.68'
1 25.00'
84'04'27"
22.54'
33.48'
N18 *39'14"W
C136
89.95'
1030.00' 1
5'00'14"
•45.01'
89.93'
S20'52'53"W
C137
49.88'
25.00'
114'18'20"
38.72'
42.01'
N75'31'56 "E
C138
205.45'
50.00'
35'25'29'
95.19'
88.53'
S14'58'21 "W
C139
50.44'
25.00'
115'36'24"
39.70'
42.31'
N44'56'1 2"W
C140
82.21'
470.00'
10'01'18"
41.21'
82.10'
N17'52'39 "E
C141
46.98'
1 25.00'
107'39'47"
34.20'
40.36'
N76'43'11 "E
C106 HAS BEEN OMITTED.
General Development Information
e A storm sewers stem will be constructed to control the drainage Purpose and Intent Statem nt y n ge from the
ed District is a high de development and route it through detention ponds and then discharge the
The purpose d intent of this Planned Development D density r
purp an p 9 Y P 9 P 9
residential community with amenities that provide for an enhanced quality of life. runoff into a tributary of Carter Creek. A drainage report will be provided
this development is intended to comply with the Comprehensive Plan, 30/60 Area, to verify the proposed development is in compliance with the City of
of the City of College. Station. College Station Drainage Ordinance.
Proposed Land Use Meritorious modifications or variations to the City of College Station
re
The land use for this development is high density residential with 2 -unit attached Standards may be requested for the following items:
dwellings on individual lots. Each dwelling unit will be required to have a 2 -car
garage, and the front building setback distance will be limited to a minimum of 20 _ 2 -unit attached dwellings on individual lots
feet and a maximum of 25 feet. Additional land uses include a neighborhood park, Building setback line distances .
open space, and landscaped areas, which may be located to preserve existing - Front Setback - 25 Max., 20' Min.
vegetation. These areas will be approximately.4 times greater than the City of - Side Setback - 5'
will include a _ _
12.5
College Station parkland dedication requirements. Additional amenities
Side Street Setback
9 P
q
e o 'her side of
trance a subdivision with a water feature n either _ _ 15
the entrance
decorative street en nce to the Rear Setback
c een along State
as
well as extensive landscaping to create a s r _
, 9
P 9 lot I size and dimensions
Highway 30. Other restrictions will be devised to restrict building materials parking, 9, - Minimum Lot Area - 3500 SF
,
a enforcement _
with Association as n _
and architectural standards h a Home Owners Lot Width 32 at front or rear setback line
mechanism.
- 21' at street right -of -way
A target market has been established to include single parents, young
professionals, first -time home buyers, and retirees.
The single family dwellings will have an allowable range of building heights from 15
to 35 feet.
NOTES
:
1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD -83 TEXAS STATE PLANE COORDINATE SYSTEM
D
LAMBERT PROJECTION, CENTRAL ZONE, AN ARE BASED UPON THE POSITION OF THE CITY OF COLLEGE STATION
HORIZONTAL CONTROL MONUMENT NO. 125 LOCATED NEAR THE BRYAN ELECTRICAL SUBSTATION ENTRANCE, ESTABLISHED
IN 1994. (X= 10226777.214, Y= 3564806.303)
2. LOT 1, BLOCK 15 (7.367 ACRES) OF THIS PROPERTY IS CURRENTLY ZONED COMMERCIAL (C -1), AND THE
REMAINDER OF THE PROPERTY (105.835 ACRES) IS CURRENTLY ZONED PLANNED DEVELOPMENT DISTRICT (PDD),
3. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE STATION AND
FIELD SURVEY DATA.
4. ACCORDING TO THE FLOOD INSURANCE RATE MAPS (FIRM) FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS,
MAP N0. 4804iC016i -C, JULY 2, 1992, THIS PROPERTY IS LOCATED IN AN "OTHER AREAS ZONE X;' DEFINED AS BEING
OUTSIDE THE 500 -YEAR FLOOD HAZARD AREA
5. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT -OF -WAY LINES ARE ARC LENGTHS.
6. OWNERSHIP OF THIS TRACT IS BY DEED, VOL. 586/PG. 488 AND VOL. 507 /PGS. 563 & 568, OF THE OFFICIAL
DEED RECORDS OF BRAZOS COUNTY, TEXAS.
7. THERE WILL BE NO DRIVEWAY ACCESS ALLOWED TO BLAZING STAR DRIVE OR MOUNTAIN LAUREL DRIVE.
8. SUBDIVISION ELECTRICAL SERVICE:
A. THE DEVELOPER INSTALLS CONDUIT PER CITY SPECIFICATIONS AND DESIGN.
B. THE DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLE(S). DEVELOPER INSTALLS FIRST
10 FEET, CITY INSTALLS REMAINDER.
C. THE DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECIFICATION AND DESIGN. PULL BOXES ARE
PROVIDED BY THE CITY.
D. THE DEVELOPER PROVIDES LOAD DATA FOR THE PROJECT.
E. THE DEVELOPER INSTALLS STREET LIGHTING PER CITY SPECS AND DESIGN.
F. THE DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION PURPOSES.
G. THE DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC
LINES (INCLUDING STREET LIGHTING).
9. DETENTION /RETENTION AREAS AND THE GREENBELT /LANDSCAPED AREAS ARE PRIVATE, AND THEY WILL BE MAINTAINED
BY THE HOME OWNERS' ASSOCIATION (HOA).
70' � 35' 35'
15'
IN
THE 2 DWELLING UNITS
WILL BE CONSTRUCTED
AS 1 STRUCTURE ON 5 5' '
LOTS "A" AND . "B" BUT
CAN BE PURCHASED
SEPARATELY. 1A 1B 1 2A 2B 1
I 5' I
25' MAX
20' MIN.
STREET 27' 50'
TYPICAL LOT DETAIL
FOR 2- DWELLING -UNIT VILLAS
1"
329
EXISTING CONTOUR (MAJOR)
- ----ls
EXISTING SANITARY SEWER LINE
EXISTING CONTOUR (MINOR)
EXISTING WATERLINE
PLAT BOUNDARY
-B
PROPOSED SANITARY SEWER LINE
t Its
PHASE LINE
o
PROPOSED SEWER MANHOLE
- -
LOT LINE (
v-e
PROPOSED WATERLINE
---- - - - - --
LOT DIVISION LINE
1FH
PROPOSED FIRE HYDRANT
p.
PROPERTY CORNER
- ST- ST-
PROPOSED STORM SEWER
------ - - - - --
PROPOSED EASEMENT LINE
PROPOSED STORM INLET
EXISTING EASEMENT LINE
FLOW DIRECTION
ROW LINE
I
PROPOSED POND
- P- P -P -P-
GAS PIPELINE
ir; < R,IMRM
PROPOSED CONCRETE FLUME
--F - -E
OVERHEAD ELECTRIC LINES
9999999111
PROPOSED CONCRETE CHANNEL
PROPOSED 4 SIDEWALK
T "� ': :^ r• n, •; . ..nr
,>-
PROPOSED GREENBELT/
_ _
100 -YR FLOODPLAIN
s.• ^ <.•'r`.' • %`' ,
��`
LANDSCAPE AREA
(APPROX. LOCATION)
"'�
PROPOSED OPEN SPACE/
PROPOSED PARK AREA
'' ` `
DRAINAGE AREA
U .
VICINITY MAP
CITY OF BRYAN
_CITY LIMITS
UNIVERSITY DRIVE FM 6
ti
NOT TO SCALE
111111111,■r� :: �:'._�t'a - T -•� . ` .i `�:?
STATE HIGHWAY 30 HAr
•
PROJECT
LOCATION
2 �
THE CONSTRUCTION OF THE PROPOSED RETENTION PONDS AND THE
OTHER
INFRASTRUCTURE IMPROVEMENTS SHOWN ON THIS PLAN AR E
CONTINGENT ON APPROVAL OF THESE IMPROVEMENTS BY THE CORPS OF
ENGINEERS.
*
to A ;�;:
E N I R y F
`:':;
T F R R
a
MASTER PRE L I
1�
VILLAS OF HARVEY
113.202 ACRES
PHASE 1 = 39.914 AC. PHASE 2 = 73.288 AC.
BLOCK 1, LOTS 1 THRU 41 BLOCK 6, LOTS 1 THRU 12 BLOCK 11, LOTS 1 THRU 11
BLOCK 2, LOTS 1 THRU 16 BLOCK 7, LOTS 1 THRU 12 BLOCK 12, LOTS 1 THRU 7
BLOCK 3, LOTS 1 THRU 15 BLOCK 8, LOTS 1 THRU 26 BLOCK 13, LOTS 1 THRU 44
BLOCK 4, LOTS 1 THRU 14 BLOCK 9, LOTS 1 THRU 14 BLOCK 14, LOTS 1 THRU 44
BLOCK 5, LOTS 1 THRU 14 BLOCK 10, LOTS 1 THRU 18 BLOCK 15, LOT 1
J.W. SCOTT LEAGUE SURVEY, A -49
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE: 1 " =100' OCTOBER, 2003
REV. (2) NOVEMBER, 2003
OWNER /DEVELOPER REV. JANUARY, 2004
Carrara Realty, LTD ENGINEER:
40 Northeast Loop 410
Suite 562
Son Antonio, TX 78216
T CON
SURVEYOR: General Contractors
Brad Kerr, RPLS No. 4502 Ginger L. Urso, P.E.
Kerr Surveying Co. 1707 Graham Road
505 Church Street, P.O. Box 269 College Station, Texas 77845
College Station, TX 77841 (979) 690 -7711
(979) 268 --3195 SHEET 2 OF 2