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THE RAMPARTS . Ib FL FL --- ------ FL (loon GPM).
HYDRANT N
. MATCHLINE THIS SHEET
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1 \ { ,� �3g VOL. 477, PG. 145 t c UGE _ UGE )' 0 20' 40' m
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� ENCLOSURE. � N 42'00'06"E - 351.02'
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oLANE SIGN . , . o o n ( .) o ( \ I
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o co -/ PROP. 15' P.U.E. .. _ .... \ / G� E`,��� \ I �e � ¢ 5
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LEGEN 11 N.T.S. o
n P.U. VARIES .'.'.': _'. 26:0'•'• •'•'•'.' / U7 0
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{ LANE.'.'.' _'.'.'t'.'.'.'.':.'.':.' .'.':
v PROP. UNDERGROUND _ f wuj a
1
•P
\ EXISTING WATER UNEO�
\ \ GAS Ii
EXISTING GAS LiNE
ELECTRIC COUNDUIT - :..... _ ...../:. '_'.':.'.'.'.':._.....• •..... ................ � ,
° � i u 5.
N I PRO .FlRE. : \ ► N oHP I'
\ \
EXISTING OVERHEAD POWER UNE.
`i LANE SIGN I .........% .'.'. :: :.'.: ' q. / ` I \ \
r►i \ \ EXISTING EASEMENT
= ►M/.'.. .
= 5'x5' TREE, :•'.'.'.'.'.:....... . ... / \ I O �'
° y r �d:....... r ) \ / - - - -300- -
- .... �,.. I EXISTING CONT ����e
I WELL (rn, )
i
--*--'_'_.......'.'.'_'.UNDERGRIOU '.:' •::... ( OURS �E OP T,e�
�- 6.2 _ . r .: THE STACK: W .• . • .-..•.. -..-. •-.• . PRO .�" F -F'1
_ ..... .•-- DEMff"BON- , I I co I 13a • �'".....,...:
I
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11
POSED PAVEMENT 5 y°i
G E N E ( PROPOSED SIDEWALK
o W r- RAL N i
i
322,359 TOTAL GSF _ N OTES:�.
i .. _ . f.__ ....:::. _
s ................. ........ _ 2911
iI
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.. .y1
- FE 333.75 _
1 _. .............. `
PROPOSED CQNT011RS +% CHR15
I I ......,p..:.....N;ARRPS ..�
..
• ► l0- .. r -
I i z :':. �JJ'LL::':'.'.'_'..' '12 HE1 = i PROPOSED WATER UNE 94859
GHT6 j --1
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ACCORDING FEDERAL EMERGENGY MANAGEMENT A '-"-' --- .<!
�PR�Ob. FlRE 4 I :•:•:.•_•_ _ _ ... ) { GENCY FIRM MAP NO
EFFEGTIVE JULY 2, 1992, THIS LAND
. 48041C0144C, PROPOSED SANITARY SEWER UNE ' • 't`
89,258 SF RESIDENTIAL DOES NOT CONTAIN AREAS DESIGidATED AS
{ t PLAIN. FLOOD - - - - - - - -
� LA SIGN Rr
\ 50.0' PUBUC �' ' I '. .. _ : _ _ :• :. :.... : ' ' ' � I *_ .
1 PROPOSED EASEMENT
.. ..
ACCESS EASEME .'...'. `
" v 2. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH
E PROP. 8 SANITARY SEWER I.
I °"T OBSERVATION. AS ESTABU,�HED FROM GPS
I ` EXISTING WATER VALVE
/ / { 18.0'.':':......'. (PRIVATE ( -r1 3. P.U.E. -PUBUC UTILITY EASEMENT.
o ' • •76.0.'....'.'. ".'.'.'T8.'0- ;: /
�, ii
{ / . 7 yR; i r- 4. BUILDING SETBACK UNES PER CITY OF COLLEGE STATION U.D '' EXISTING FIRE HYDRANT
5. SUBJECT PROPERTY IS CURRENTLY ZONED NG 2. ® ' EX STiNG WATER METER a�
,� /
. , ON I ............... !.... . m��§... I/ ? I 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT L 'I
. " r ALL EXISTING LOCATION OF
PROP. 6 Fl UTILITIES EITHER
UNDERGROUND OR AFRI P
AL, PRIOR TO C��PdSTRLIC
, ,.. j ...... _.. / WATERS 7. CONSTRUCT ALL PARKING PROP HOLE
I t I I I 1 .. ............. ... . jrj ._ - . , .: ,,. ERVtCE „<: AND DRIVES AS PER DETAIL STI -07 OF ED MAN U = -�
�j .... i ..
' 1 3: OS
° I - i �.. / ISOLATION / / STANDARD STREET DETAILS. THE L ATES3 B� CS U O N O x
PROPOSED DOMESTIC WA w 2
o
8. ALL MECHAMCAL EQUIPMENT SHALL BES TER METER o 0
E t` - `P'= , .... !�-_ :.. •...._ ...:. _ / V I i ;; �' I CREENED FROM !
_ , VALVE , 1 8 VIEW FROM Tt _ R! �
i`> :. ::.,... < I RIGHT OF 4YAY cn
I rn _ .. _ . . - 4 3 USING OP N
_, ....... ,n _ ALE , IM o
.. ._ /, �_ ,r ...� Q SAA F
_ � , .. _, ,. . _... ,,.: .MATERIALS � ... _,. :. _� _ , , . _.. ,.:- _ THAT: A , _ ❑
,_... _ _ _ .. R_ PRE �.
i_: DOM >.
PREDOMINANTLY FOLIt�
a tt) ,...,. ... I I I ROP: B1�C _ ....... .. , _..... .,..... ON TH_ ...ih . r PR
c E :.::.:, I .._ ,.. .. ,IPAL S , t... PROPOSED IRRIGATION �n \
- -... " .r . . _ TR ..?URE RtGAT10N METE I- >
AivD SHALT. CQOR i , R
a0 ..,.., % D NATE WITH THE <
�.::.. _ .... 4 :K..,: LL...: E BUILDING 5 _ rn �t m
0 0 :. _ ULMESTIC M .... ARCHITECTURE,. c
.. RACKS ....,.._._. ETER E.. COLOR ..Y_D ., _ ., � <[ m
�. .... _ .......(.... . ,..:_. ,. I GALE. .
9. FlRE , - _ tL n. _ _¢ .
OC) a0 ;,.... tr ) >;_::,:: LANE
,...... / ,.... - MARKINGS S cv �
o I I ap PRQP. 2 DOMESTIC WATER
HALL CONFORM TO ORDtNANC PROPOSED FtRt NYD►tA'V -� o ►
E N0. 2529, CHAP i f:R 6, SECTION 1 (B ` T Q w C°
.tl - �!__
/ i
(10) SUBSECTION 503.3 OF THE CIT( OF COLLEGE ) T
PROP. o . E STATION CODE ❑
U III
2 COMMERCIAL WATER 1 OF ORDINANCES.
` .............. ....
/ \
7 PROPOSED TRANSFORMER = oo a z Y
_ . . .... . ........... .: �`,. ' 0. 100 _ COVERAGE OF GROUNDCOVER, DECORATIVE PAVING DECO n - � u
' GRASS IS REQUIRED IN PARKING DECORATIVE ROCK, OR A PERENlAL ,
Y ¢ cn ¢; w
a ` 0 7i r - `t-,^.'.:'.': _'.'.. '.'.'." _ / 2" COMMERCIAL ME1 � LOT ISLANDS, SWALES AND v W �;
ER- \
Q / _ THE NG
= " GHTS -
A , . PARKING 5 TREE WELL
, Ri OF WAY, AND ADJACENT PROPERTY DISTURBED JUR NG
... \ CONSTRU�TiON.
5 X �, o Q
I M ,' Z I I _ .1/:'::'::: .'.'.' ' / 2 IRRIGATION: METER. N I PROPOSED LIGHT POLE
`- .. :. h 11. IRRIGATION SYSTEM WILL BE PROTECTED BY
` ►\n / EITHER A PRESSURE VACUt;i:� ;� . .
BREAKER, C
KER, A S ITE DATA S �!
F 17
r9 _ . REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECKM MAR Ti� V !
p
/
DEVICE, AND INSTALLED AS PER CITY ORDINANCE
BACK FLOW L E G w 1
to / 12 A
2394. �^
° o \ � ! •-:-...•_-.•_ . , o ..................::..': _ "•'•:'.'...'.:...' ... ALL BACK FLOW DEVICES WILL BE INSTA C 4 MLP
��
cfl 5.1 6' - ' Lw.'... _• - - . _ ..... / ...'. _ ORDINANCE 2394. AND TES UPON INS ALi.A TY
Z T p�
N
/ PROP. 2" IRRIGATION WATER `v
,_ • • NIN
� I LLED iED TIO AS Ci ZO G NG -2
.c ...... :.'.:' :,,:. .. 3. ALL SOUD WASTE CONTAINERS ARE REQUIRED TO B
\ ::•,.: I E SCREENED FROM li lE RIGHT-OF-WAY
o \i V ANDA
I 1
/ _ . I LL ADJACENT PROPERTIES BY A SIX FOdT HIGH PROPOSED USE p o
/ 1 PROP. 35' P.U.E.
\ t OPAQUE SCREEN. DORMITORY (209 UNITS
3 r - • , / :_ :.' :.. ... _ . ..'.: _ .' .'...' '. NS ARE PERMITTED SEPARATELY. GROSS ACREAGE
` � � 5 t _ <_ p -.• ...... . . . ..... ........ ... . . � ,- VOL.
i4. ALL StG 3.049 AG. (132,830 S Ft.) r
\ \ �: a .... gl
- '''•
/P�• - I 15. ALL DIMENSIONS SHOWN ARE 70 THE FACE OF CURB UNLESS O q ) O ?
Aa
16. CURS R THERWIS NOTED.
IOTA
�gw. EVELOPED ACREAGE 3.049 AC. (132,830 Sq. Ft. DEVELOPED .EVE ST
c O \ � • •� ..'.'.' '.'... =,tom / �S .. .'f.: II � N R E 2.0 TO FACE OF CURB UNLESS NOTED OTHEf�l4iSE. )
/ 4♦, :.'. \. ..... �'v 17. EXTERIOR BUILDING SITE LIGHTING WILL MEET THE S �-
y_....:.: ElINEERi1C 1
IV \� / E
TANDARDS OF SECTiON 7.10. OF TH DENSITY ,
� UNIFIED DEVELOPMENT ORDINANCE. THE UGHT SOURCE SHA 68.5 DU./AC.
LL NOT PRO��.CT
\, t,_.........
BARt21F.R, .- ... _ � x '�.......' _'.... _ / BELOW AN
0,.: ` K X�_'.'_'...'_': _' '.'.'.'. ..'.'...'. _ _ OPAQUE HOUSING AND NO FIXTURE SH
=h
- --- - . ... ALL DIRECTLY PROJECT UGHT
HOI;IZONTALLY. FIXTURES PARKING RATIO:
-o \%........ . \ '_' FREE'. RAMP. .
o \-.... _ ..... O....: �, .... _ .....:' l WILL BE MOUNTEfl !N SUCH A MANNE (0.75 SPACES BED + -
R THAT THE PROJECTED CONE OF :LIGHT DO / ) (0.75 FOR NG -2)-
.. :.'. v�:....... '.'.': �?�'�.' CR05S ANY PROPER ES NOT
\ - :::'\:: ::\' ..
" :':' :' :':'.'. ::: I TY UNE. .56 SPACES 8ED
I. o \ „ .359' I -'•'-'.'.'.'.. .. AREAS S
a 1\ ... , ' • '.'.:� '. '.'.'.'_':'.':.'.'.-. .''' '' `SOr,` t$. _ .'.. _'�'..' . •.,�'..............�Q` ...:' . ( I - 18 ALL PAVED HALL HAVE 6' CUBS UNLESS OTHERWISE NOTED.
\ r \. _
_ 19. ALL WATER MAINS SHALL BE PVC C-909, ALL SANITARY SEWER _ PARKING 1
CL �- - ::: ':. '/.'.'.'.y1`r . _ c� .......�il MAINS PVC SDR REQU RED. BEDS J
.. _ P ....... .. 20. FIRE SUPPRESSION LINES SHALL HAVE A LOCKA
. 198.00 0 / ! ., U , . >- { 26. 1 BEDROOM 47 UNITS) = 47 a -
BLE UD ON THE ISOLATION )N VALVE. THE 2 BEDROOM 139 UNITS =
\ .. /.....� _ . - .'.'.'.':.' _' . ' .. _ .. _ . a LOCKABLE UD SHALL, AT A MINIM 278
': ' ' ': SQ FT. t _ v . _ ..... _ .. UM SUPPLY PROTECTION AS THE AMP OR )
\ :':':':':':: -\:'. : ' = •'.'.'.'. / ........ / ... 0....... - �..�..'..'.' l I I LOCKING LD. ALTERNA' USA, LL562 3 BEDROOM 1 UNI _ W
......-•---
TE LOCKING LIDS SHALL BE APPROVED BY COLLEGE STATION UTILITIES. 4 BEDROOM 22 UN i - 3
N . \ \ .. ' ' y ...........Q�..... v'./, : o . z DIRECTOR OR HIS DESIGNEE. ) 88
I-
o / : , Q .. rn 2i. THE STACK AT LEGACY POiNT IS PHASE 1 OF A DEVELOP o �: ,/:...'. / T * G RATIO = 416*0.5625
r :, • . _ ... _ . _ .. _ . s T AND SHs1LL NOT BE TOTAL REQUIRED KPARKING - 234
I :5a \ ' w f ' ' ' / 3 .... _ .:..... O • Y,,: . _ * CONSIDERED A STAND ALONE BUILDING PLOT FOR THE P
o `
\ D .'.'.'.'.'.'. '..�'.' �...� ... s , '.'.'.' Q a w URPOSES OF SIGNAGE. SED ON DORMITORY STANDARDS
\ y� \\ - . v' � .r- --'.'.'_'.'_:'.'.'.._::�... Qom° ::::.�Q. :
--
. BA
>, I 1 ' k �i .'..'
PARKING PROVIDED:
N
\ .... �.:. '. „^�... :•:.:'.:'.'.':.':.'. + :::•.:.:..: !�': _:':: .:'.'.:::h'�3' '.'Q� ..... w .0 334 SPACES (INCL 1i HANDICAP)
. 7Eo c0 \1 I 9 .. \. -
rt
It
BUILDING AREA: BUILDING: 200 44
\ ,� . .
. \ 2 p I �.. ... ..\.: b ........... . . .. c� 7 SQ FT TOTAL
..:' :::.::':._::.:• .: f':. o CONSTRUCTION SE GARAGE 121,912 SQ FT TOTAL .".VIEWEDFu
p., On I :::':':: 3°:� ::: / J� t r •. . . :. .... / o \ SEQUENCING NOTE -S .
C / C ♦ r �.. _ .. _ / . :_ .:...:..::.. _' ......`1. TOTAL BUILDING ARE 322,359 SQ FT V»� _
c,r ' ,
S
- \ �� 'r f \ x 1. CON BUIU)1NG CONSTRUC ON: TYPE VA WITH FIREI d E :: .
1 5 _ S' , ::: / ' ' ' ' ' ' ' ' ' ': ' ' ' ' ' • ''' T \ TRACTOR SHALL CONSTRUCT STORM
WATER QUALITY DEVICES PRIOR TO CONSTRUCTION. SPRINKLER SYSTEM =200 447 S �9
ti / X33 j �:... ""? ':' l_ .. w 2 ALL STORM DRAINAGE UTILITIES 1N
: / 5'x5' Y4 : I: :--' / \ GELDING DETENTION SHALL .BE COMPLETE IN PLACE A Q FT L ��� j,
' N �� ./ \ , FUNCTIONING PRIOR TO PLACEMENT OF ANY IMPERVIOUS AND
Q) \ o \ �1 Oa :. ` r, . BARRIER -_ / �� r .., i ..-.'. .'.•.•/..':.' ' ' ' - ...... W... Cn RVIOUS COVER. TYPE to WITH •FlRE I
w Cy p FREE RAMP WELL (TYP.) f _ \ I D- w
0 1 rt. �' O /. 6+ �' , J SPRINKLER SYSTEM =121,912 SQ FT • >. � t
\ 'll �'' = • " VO CF TRA IMPACT '
/ .. 3: S �o PER UDO SECTION 7. I
J
0 �: \ c: _ I fl.. ,,. !� o y= Q 12.C.2 A TiA IS i -
FlC
U.{ S
° 4 T. - I
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rn ... r7
N - / -
x
I
(� .. �-
• • - l•• o
� z
I Sirl�!lsFi� �✓� BARRIER �, fi >L . \
- SAINT MAR - . , 3 , - �,
9 Y CATHOLIC CH RCH _, , /
o `, I Sr i, W FREE RAMP ✓ .-.-.... .... _ G N
i" _ . / o A I \ t,�
THE RAMPARTS i r 1 :, :_ .'......' ..... r l •(� I w i o
x o. ! , / ....... / F I \. moi• z
LOT 2- I - zx' . _ . a N
w R :'.. - o
- VOL 4512 PG 277 1 RST' FLOOR I w i -
I
NOT REQUIRED FOR THIS SITE.PL T �s 3 _ !I
BIKE PARKING REQU! ED:MORE- - -- -`
1 PER , D- •�
U
RES
NO
( THA
N
20
ED5 11
: 162 SPACES
BIKE PARKING PROVIDED: 0
NO. BARS W
ON 18" O.C.E.W. 3,500 PSI CONC
x o �.. / k� �.%' / C ° a U 28 DAYS
s ZONED NG -2 ► PROP. BIKE i"+ 0_ " _ I� I �► -i Q g11
III �' RACKS TYP. 55,550 8F COMMERCIAL , - � t .'.':.'.'.': � � �: r *wry X �
x - .
W { P P. FIRE d i 3 ( ) ,- / 0.... _ .. '� .. ;._ 2s♦ i ¢ U +., , . a �'
-.
I o LA E SIGN . ,,I i� . EXIST. FlRE HYDRANT 3 l 24" O = 4
x I I / „ "Q / "I # BARS = O
fA r , I .:I :: s w _ . _ . ... _ .... i (1000 GPM '^ t I " - (h • ° •' _ g� ��ii
m " 5 x . . ....... ) ao 6" 15 = .. I-
5 TREE / III / / w'.':. I iQ 3/4 X 18 SMOOTH a•
N a I. I. s -` I t jt"R PROP 2" :OMMERCIAL
m" WELL TYP. : / \ X EXPANSION DO -rii
METER 2"90 BEND
c I I w ` 0
w 1 VA.41aB
�_ 1
LE PRIVATE \ - \ Q
I �' DRAINAGE \
m z GE _ .
EAS M€�I PROP 2" C'
w � T ..E s _Y 3" Ch.M � \
_ / I _ _ I ,, j. OTE: CiAL ,,
I
N
ER
z °, v' Z ., �.. I r - 4" 90° SEND \.. .-
cA I I SEPARATE I - [:. _ \. SUPPLY LiNE�
x _11
I N� fRUMENT -- _ - - - - , 4•R - 5" EXPANSION ,I\- \„
• o / 1, S > -� - - - - - / JOINTS IN \_--
�. I %. 8. _ - c9
n I 1 w EX. OV F I ,. i�
:'.
1 1 E .HF_AD VOL PG Cn CURB &GUTTER SHALL PROF
PROP. 4" DOMESTIC h
c i Oer ► �% FDC I 4 c - 12 V. - _ - - - - - /
N v o Cat k I ► / s :2' .... 3> tom= ► 3" BE SPACED -
AT
- r., " O .'. t- y i : I ,r „ A . tRR.METtEi METER TYPE A HYDRATED L1M
I t J Qmmw _, / E STABILIZED W
� � � .8 O _ 32 9 / % 1 yy �� :. ► \moi 6 7 MAXIMUM DISTANCE OF r+,i
: r � :n
r F 0 I "p O p / �• :' '. '_ ...... \ I r o. 1 SUBGRADE. STABILIZED AT 6%PER
w 5.Y rt r�
I ti o 60' APART AND AT ALL V
XM N to � I " O .__ /•. ..-,- (O w R p WM DRY UNITUVEIGHT. COMPACT TO .,
w :,, _ - - - - -- - -- o RADIUS POINTS. 1
m c"= o o 3' 3" 5 %MAX. DRY DENSITY AT -1 °% W
w -. UGE ,- J �' ' r:. o
y I �.. �_ _:_. :,, ._,., ... A.. ¢- AND P C. S TYPE B TNM WM +3% O
,� r : �--.:_,._: /,. v \ \ F OPTIMUM MOISTURE
x o a, ;""_. :: c.. 1 : t \ PROP 2 ._j
r ... uct -
l
o 28 DA
CL -_ -�- ._.. ...:. -f �:' - \ Y CONCRETE CONTAC110N JOINT I CO
,,, o `� -C. c� � S N CONTENT PER STA RD PROCTOR
w __ = IRR... r OR
m ...: U SIREN 1
�= �ST�RT�T - � .:f o psi CURB &
j ,
... \ I 3" NDA
GTH 40 0 GUTTER SHALL COMPACTION T ,
- r l E EST
o BA - o' :... G SUP ASTM 0698.
x z� : RRIER SI \ PLY
o � „_ = _ P -" .off BE SPACED AT A
FREE ::, .- \
a e, SS SS / RAMP :_ _ , -� \ LINE 2"90° BEND O
�t _ TYPICAL COMBINED MAXIMUM DISTANCE OF AUL4R ��Ti CONCRETE SECTION ��,.
z z 5 `: i ss ss r? m t? ¢/� .` 4 0 / I \ PROP. 4" DOMESTIC
- " s f 0 APART.
. X �i� ° so so . o �- UG T 5'x5' TREE EX. ROW FI ZE H RANT � Fn p r� d 0 ss / ss ss - ss ss N s \ C�JF3B ' ' GUTTE� SECT�ON SUPPLY LINE N.T.S.
_ o \ \ \ N.T s. TYPICAL SERVICE �'
u.��N °, s t000 G M �m o-� v. -
--f--------------- -
/ EXTENT OF PRIVATE WELL (TYP.) \ 0 D r- . . -i- � / � o,�- - - - - ► \ \ \ CE LINE DETAIL ,SIT�i PLA � O
( �0 C. C LPEP,�II D
W Z ( �) CHURCH AVENUE \ rn n cs z i� i \ \ I syr \ `�
v Y �, IMPROVEMENTS IN 15.0' PRIVATE DRAINAGE EAS Ss \ N.T.S.
i _ - m o m 1905 ,1:1' I EASEMENT \ \ . t,
/ PUBLIC ROW \ ► ,-�. I : \ \ SOT 1-R
a, - z i . 2697/ 56 �' BY SEPARATE INSTRUMENT \ r �'',N�r� EEL
PER FAMILY L.P. ( \ i \ \ OWNER APPLIC
} o E " _
TT7TT
mW,,, w ------ w yr r w_ w -t z� F VOL _,/ PG CULPEr ,
co T W 0a zoNED, is -2 I TRACT! 2- J. / A:NT' - KIM F - 3.05 ACRES --
. w � N / z 4.924 ACRES I l . \ \ \ JACK CU L_Y HORN AND ASSOCIATES, IIiNC.
\ oyT \ \ \ LPEPPER 2800 SOUTH TEXAS AVE. SUI :11201 �'H . RAMPARTS`
J 0 _j a MATO H LI N E THIS SHEET 4073/34 \ \ ss STALWORrH REAL ESTATE BRYAN. TEXAS 77802
x. n 1,ONED NG -2 - \ 1700 GEORGE BUSH DR. EAST CONTACT: CHRIS HARRIS, P GOL
. I I \ , SUiif: 240 RIs, P.E L,EG - SHEET NUMBER
. " IIIIIIIIINIIIIIIIIIIIIIIIII \ t \ \ \ COLLEGE STATION, TEXAS 77840 TEL NO. (979) 775-9595 r
. \ TEL (979) 596-1444 FAX NO. (979) 775-9599 � 9 , 1' /!,
I 4 t 1 2 "7 .
,
Ia
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WATER DEMANDS GPM
METER TYPE
WATER
SANITARY SEWER
MIN AVG.
MAX
METER SiZE
LOADING;, (GAL/DAY)
DOMESTIC
160 240
380
4"
x:0,800
COMMERCIAL
1.0 30
80
2"
.:330
IRRIGATION
1.0 15.0
20
2"
N A
NOT REQUIRED FOR THIS SITE.PL T �s 3 _ !I
BIKE PARKING REQU! ED:MORE- - -- -`
1 PER , D- •�
U
RES
NO
( THA
N
20
ED5 11
: 162 SPACES
BIKE PARKING PROVIDED: 0
NO. BARS W
ON 18" O.C.E.W. 3,500 PSI CONC
x o �.. / k� �.%' / C ° a U 28 DAYS
s ZONED NG -2 ► PROP. BIKE i"+ 0_ " _ I� I �► -i Q g11
III �' RACKS TYP. 55,550 8F COMMERCIAL , - � t .'.':.'.'.': � � �: r *wry X �
x - .
W { P P. FIRE d i 3 ( ) ,- / 0.... _ .. '� .. ;._ 2s♦ i ¢ U +., , . a �'
-.
I o LA E SIGN . ,,I i� . EXIST. FlRE HYDRANT 3 l 24" O = 4
x I I / „ "Q / "I # BARS = O
fA r , I .:I :: s w _ . _ . ... _ .... i (1000 GPM '^ t I " - (h • ° •' _ g� ��ii
m " 5 x . . ....... ) ao 6" 15 = .. I-
5 TREE / III / / w'.':. I iQ 3/4 X 18 SMOOTH a•
N a I. I. s -` I t jt"R PROP 2" :OMMERCIAL
m" WELL TYP. : / \ X EXPANSION DO -rii
METER 2"90 BEND
c I I w ` 0
w 1 VA.41aB
�_ 1
LE PRIVATE \ - \ Q
I �' DRAINAGE \
m z GE _ .
EAS M€�I PROP 2" C'
w � T ..E s _Y 3" Ch.M � \
_ / I _ _ I ,, j. OTE: CiAL ,,
I
N
ER
z °, v' Z ., �.. I r - 4" 90° SEND \.. .-
cA I I SEPARATE I - [:. _ \. SUPPLY LiNE�
x _11
I N� fRUMENT -- _ - - - - , 4•R - 5" EXPANSION ,I\- \„
• o / 1, S > -� - - - - - / JOINTS IN \_--
�. I %. 8. _ - c9
n I 1 w EX. OV F I ,. i�
:'.
1 1 E .HF_AD VOL PG Cn CURB &GUTTER SHALL PROF
PROP. 4" DOMESTIC h
c i Oer ► �% FDC I 4 c - 12 V. - _ - - - - - /
N v o Cat k I ► / s :2' .... 3> tom= ► 3" BE SPACED -
AT
- r., " O .'. t- y i : I ,r „ A . tRR.METtEi METER TYPE A HYDRATED L1M
I t J Qmmw _, / E STABILIZED W
� � � .8 O _ 32 9 / % 1 yy �� :. ► \moi 6 7 MAXIMUM DISTANCE OF r+,i
: r � :n
r F 0 I "p O p / �• :' '. '_ ...... \ I r o. 1 SUBGRADE. STABILIZED AT 6%PER
w 5.Y rt r�
I ti o 60' APART AND AT ALL V
XM N to � I " O .__ /•. ..-,- (O w R p WM DRY UNITUVEIGHT. COMPACT TO .,
w :,, _ - - - - -- - -- o RADIUS POINTS. 1
m c"= o o 3' 3" 5 %MAX. DRY DENSITY AT -1 °% W
w -. UGE ,- J �' ' r:. o
y I �.. �_ _:_. :,, ._,., ... A.. ¢- AND P C. S TYPE B TNM WM +3% O
,� r : �--.:_,._: /,. v \ \ F OPTIMUM MOISTURE
x o a, ;""_. :: c.. 1 : t \ PROP 2 ._j
r ... uct -
l
o 28 DA
CL -_ -�- ._.. ...:. -f �:' - \ Y CONCRETE CONTAC110N JOINT I CO
,,, o `� -C. c� � S N CONTENT PER STA RD PROCTOR
w __ = IRR... r OR
m ...: U SIREN 1
�= �ST�RT�T - � .:f o psi CURB &
j ,
... \ I 3" NDA
GTH 40 0 GUTTER SHALL COMPACTION T ,
- r l E EST
o BA - o' :... G SUP ASTM 0698.
x z� : RRIER SI \ PLY
o � „_ = _ P -" .off BE SPACED AT A
FREE ::, .- \
a e, SS SS / RAMP :_ _ , -� \ LINE 2"90° BEND O
�t _ TYPICAL COMBINED MAXIMUM DISTANCE OF AUL4R ��Ti CONCRETE SECTION ��,.
z z 5 `: i ss ss r? m t? ¢/� .` 4 0 / I \ PROP. 4" DOMESTIC
- " s f 0 APART.
. X �i� ° so so . o �- UG T 5'x5' TREE EX. ROW FI ZE H RANT � Fn p r� d 0 ss / ss ss - ss ss N s \ C�JF3B ' ' GUTTE� SECT�ON SUPPLY LINE N.T.S.
_ o \ \ \ N.T s. TYPICAL SERVICE �'
u.��N °, s t000 G M �m o-� v. -
--f--------------- -
/ EXTENT OF PRIVATE WELL (TYP.) \ 0 D r- . . -i- � / � o,�- - - - - ► \ \ \ CE LINE DETAIL ,SIT�i PLA � O
( �0 C. C LPEP,�II D
W Z ( �) CHURCH AVENUE \ rn n cs z i� i \ \ I syr \ `�
v Y �, IMPROVEMENTS IN 15.0' PRIVATE DRAINAGE EAS Ss \ N.T.S.
i _ - m o m 1905 ,1:1' I EASEMENT \ \ . t,
/ PUBLIC ROW \ ► ,-�. I : \ \ SOT 1-R
a, - z i . 2697/ 56 �' BY SEPARATE INSTRUMENT \ r �'',N�r� EEL
PER FAMILY L.P. ( \ i \ \ OWNER APPLIC
} o E " _
TT7TT
mW,,, w ------ w yr r w_ w -t z� F VOL _,/ PG CULPEr ,
co T W 0a zoNED, is -2 I TRACT! 2- J. / A:NT' - KIM F - 3.05 ACRES --
. w � N / z 4.924 ACRES I l . \ \ \ JACK CU L_Y HORN AND ASSOCIATES, IIiNC.
\ oyT \ \ \ LPEPPER 2800 SOUTH TEXAS AVE. SUI :11201 �'H . RAMPARTS`
J 0 _j a MATO H LI N E THIS SHEET 4073/34 \ \ ss STALWORrH REAL ESTATE BRYAN. TEXAS 77802
x. n 1,ONED NG -2 - \ 1700 GEORGE BUSH DR. EAST CONTACT: CHRIS HARRIS, P GOL
. I I \ , SUiif: 240 RIs, P.E L,EG - SHEET NUMBER
. " IIIIIIIIINIIIIIIIIIIIIIIIII \ t \ \ \ COLLEGE STATION, TEXAS 77840 TEL NO. (979) 775-9595 r
. \ TEL (979) 596-1444 FAX NO. (979) 775-9599 � 9 , 1' /!,
I 4 t 1 2 "7 .
,
Ia
.: � � \ari
PROJECT NUMBER SHEET NUMB',E R
S
NTS
FS
ARCHITECT
5G Studio Collaborative, LLC..
800 Jackson Street, Suite 500
Dallas, TX 75202
ph: 214-670-0050
DEVELOPER MANAGER
Collegiate Companies
6363 N. State Hwy 161, Suite 500
Irving, TX 75038
ph: 972-759-1600
BUILDER
Collegiate Builders
16000 North Dallas Pkwy, Suite 500
Dallas, TX 75248
ph: 214-651-7103
CIVIL ENGINEER
Kimley-Horn and Associates,. Inc.
7800 South Texas Avenue, Suite 201
Bryan, TX 77802
ph: 979-775-9595
STRUCTURAL ENGINEER
TMBPICLICK
325 N. ST.PAUL, SUITE 2850
DALLAS, TX 75201
ph: 214-871-2302
MEP ENGINEER
Clear View Design, LLC
4131 N. Central Expressway, Suite 200
Dallas, TX 75204
ph: 469-878-5201
LANDSCAPE DESIGNER
SMR LANDSCAPE ARCHITECTS, INC.
1708 N. Griffin St
Dallas, TX 75202
ph: 214-871-0088
III
ij
Ili
REV. DATE ISSUE TITLE
.02.15.12 SITE PLAN APPROVALPACKAGE
03.09.12 SCHEMATIC DESIGN PACKAGE
04.09.12 RESPONSE TO CITY SITE PLAN COMMENT
04.20.12 FOUNDATION PERMIT/ 100% DD PACKAGE
04.23.12 RESPONSE #2 TO CITY SITE PLAN COMME
11
II
ISI
�04M
I
I; byz� 9,10 IZ
N
THE STACK
STU13EAT LIVING AT LEGACY POINTI
-he RamWs Lot I -R 1 711 Church Ave College Station,
TX
STREETSCAPE/GARAGE
LEVEL Ll PLAN
11
CLD007 A01.00
PROJECT NUMBER SHEET NUMB',E R
S
NTS
FS