HomeMy WebLinkAboutDrawingsLOT 2, BLOCK 1
K F 0 ADDITION
p y> PHASE I, 449/345 /
SCALE: 1" = 50'
REMAINDER LOT 1
•`L� BLOCK 1
K F 0 ADDITION EXISTING 15' UTILITY
t' PHASE I, 449 /345 EASEMENT, 449/345 \
EXISTING 5' ELECTRICAL
EASEMENT, 729/771
REMAINDER LOT 1A
9• KIRKPATRICK SUBDIVISION /
729/771 /
O' F EXISTING 24' PRIVATE /
c/ ACCESS EASEMENT
%
5/8 INCH IRON J' 6R 729/771
SEE METES AND BOUNDS PREPARED JULY, 2003 ROD FOUND
FOR MORE DESCRIPTIVE INFORMATION. 17
BEARING SYSTEM SHOWN HEREON IS BASED ON \ `3O' �j ,t�_ EXISTING 40' UTILITY
GRID NORTH AS ESTABLISHED FROM GPS c . 2 S EASEMENT, 729/771
OBSERVATION. /
T� Q tiT
LAND BOUNDARY SURVEY PLAT
OF A 50' JOINT ACCESS EASEMENT F.
PORTION OF THE REMAINDER OF LOT 1, BLOCK 1
K F 0 ADDITION, PHASE I '
VOLUME 449, PAGE 345
PORTION OF THE REMAINDER OF LOT 1A
KIRKPATRICK SUBVDIVISION J
VOLUME 729, PAGE 771
COLLEGE STATION, BRAZOS COUNTY, TEXAS O� ���\(D
SCALE: 1 INCH = 50 FEET EXISTING 20' UTILITY
SURVEY DATE: 03 -07 -03 EASEMENT, 729/771
PLAT DATE: 07 -10 -03
k c JOB NUMBER: 03 -0593
CAD NAME: 03 -05938
CR5 FILE: TEXASAVE (cont); 03 -0110 (job) POINT OF Q c�q
PREPARED BY: KERR SURVEYING CO. BEGINNING �Q�P
505 CHURCH STREET, P.O. BOX 269 5/8 INCH IRON
COLLEGE STATION, TEXAS 77841 ROD FOUND
PHONE (979) 268 -3195
SCALE: 1 " = 40'
EXISTING 15' UTILITY
EASEMENT, 449/345
5/8 INCH IRON /
ROD FOUND
S 49'38'40" E
i 15.00'
LOT 1B
KIRKPATRICK SUBDIVISION
LOT 2, BLOCK 1
K F 0 ADDITION, PHASE I /
449/345
LOT 1, BLOCK 1
K F 0 ADDITION, PHASE 1
449/345 /
EXISTING 5' ELECTRICAL /
EASEMENT, 729/771
POINT OF
BEGINNING
5/8 INCH IRON
ROD FOUND
N 49'30'38" W
15.00'
T
��
REMAINDER LOT 1A
1.40 ACRE TRACT
15' PUBLIC UTILITY EASEMENT
0.0911 ACRES (3968 SQ. FT.)
EXISTING 20'
UTILITY EASEMENT
729/771
SEE METES AND BOUNDS PREPARED JULY, 2003,
FOR MORE DESCRIPTIVE INFORMATION.
BEARING SYSTEM SHOWN HEREON IS BASED ON
GRID NORTH AS ESTABLISHED FROM GPS
OBSERVATION.
LAND BOUNDARY SURVEY PLAT
OF A 15' PUBLIC UTILITY EASEMENT
PORTION OF THE REMAINDER OF LOT 1A
KIRKPATRICK SUBDIVISION
VOLUME 729, PAGE 771
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE: 1 INCH = 40 FEET
}� SURVEY DATE: 03 -07 -03
I� c PLAT DATE: 07 -10 -03
JOB NUMBER: 03 -0593
CAD NAME: 03 -0593A
CR5 FILE: TEXASAVE (cont); 03 -0110 (job)
PREPARED BY: KERR SURVEYING CO.
505 CHURCH STREET, P.O. BOX 269
COLLEGE STATION, TEXAS 77841
PHONE (979) 2 68 -3195
MAX
SLOPE
1:50
I
MAX.
1:50
O
1
O
CV
Q o
O
T.A.S. PARKIN& SPACES 4 ACCESS LANE
L
r
UNDER GROUND ELECT, PROP. 3
SETS OF 3 -4" CONDUITS
n r
6 1NIDE RED 5TRIP to
N
FIRE LANE TON AWAr ZONE
r
L' 5" HIGH LETTERING z
P 1 RE LANE DDT.
= ASMLNT I NiNORMAT I ON r
THE FOLLOAIN6 BLANKET EASMENTS DO APPLY TO THIS
TRACT:
1. CITY OP BRYAN 16/216
2. HUMBLE PIPELINE COMPANY 49/16
EASEMENT TO CITY OP COLLEGE STATION, $20/551, NO
LON6ER APPLIES TO THIS TRACT SINGE THE NEIN
RI6HT -OR -WAY OP TEXAS AVENUE NOA ENCOMPASSES THIS
EASMENT.
KFO ADDITION,PHASE ONE
KAHAN, DENA BETH 4 DAVID LEE KAHAN
% LESLIE FEIE'ENBAUM
1004 CARMEL PLAGE
GOL1-E6E STATION, TEXAS
ZONED G -1
449/345 PLAT
TYP, 2 -1000A AREALI6HTS ON 25' POLE
MUELLER IMPROVED S-
WAY FIRE HYDRANT ---- --
VALVE 13OX 4
CONCRETE
AUXILIARY GATE \�Jl
VALVE -----------
12" MI
15' -O"
PROP,
ELEGTRIGAL
EASMENT
5' -0"
ELEGTR1
EASMENT
72a /'TT 1
LOT 1E3 KIRKPATRICK 5UBDIVI5ION
KIRKPATRIGK,HILBURN LENI5
48 RUE DE LON60HAMP
92200 NEUILLY, FRANCE
ZONED G -1
729/7 11 PLAT
22'x 12' DUMPSTER ENCLOSURE
SIMILAR TO TAS
( ADA) RAMP AT
FRONT OF BUILDING
-t t --- ---r -- t ---- ---- -t
IN i TBAGK
� Q ebtp�
54a °38'40 "E - 232.21'
EX I 5T I NG FIRE HYDRANT P ¢� O I ' O
4) �
N
M
Ag1 dls t 'Sii$A infrastructure for this pt��ect °�!� J I Q
40'-0" ,� constructed in conformance with the City of wile -, S T TE pq �p S \ 0
—U T I L ITY 12a /-rr 1 T Ststlon's Standard Spec ifications. No davlatior: ' �
• '�a D Bn i these standards here been requested by th N �i � �� 2 - m � �
24' 3 ;sit r Or aIrpro':red by the Cie��. Al Qj� i-� ` (n O
URB OUT EXIST r e que sts ue �1a �' �i;W! e.9�� �C'ii3i E � b . u> i 1
14 p O: zz,r- 1 9 1/ rt q to s W O
0 »i A {'� � e 9 tlf:'Y�w rl�.fi 6
G7 1L� t C.ao'�C�i'i� y. {�'�"�� fir..... isii°1n I�, �\
�. P v ` O 4 - 1 N
iwL "' -w yr,o
Written pl�rar I for ;6 d �sr ,bons mps,� ,} €.Ir ; 7 COLLEGE STATION v \
-- ---t -- t---- -•-- -t t----- ---- -t - t .•....... woo the City Engineer prior
P I LANE r
t
PROP. ELECT. METER LOCATION
1000 GAL. GREASE TRAP
�m
3,000 5.F. - 2nd FLOOR
71 y y
ANCHOR TEE, 6" M.J. JOINT \ / /. /�. / /� /� ' ✓� / /�: /� ///
GLOW -1211, OR
APP' EG2UAL. PEA GRAVEL AROUND
DRAIN HOLE
ul COMPACTED GRAVEL F i RE HYDRANT PrE IL
z o SCALE NONE
� �,� pin
EXIST. OVERHEAD TELEPHONE
0 0� LINE ON POWER. POLES
EXIST. OVERHEAD ELECT I GAL LINES -- -'�
R I &HT OF NAY INFORMATION
THIS SURVEY ENCOMPASSES THE NEW TEXAS
AVENUE R.O.N.
IN
281' - 1'
Y
A
m
N
r
16 5 A C, S
25' "
SOIL 1P1G
24'
N4q ° 30' 38' P1 - 2c50.04'
P, P. EXIST, 12" HATER LINE EXIST. 8" SAN. SEWER
P.
e5w e�+•r ern• ebxr e5rn'
13 EXIST. HATER METER
°TEXAS AVE.
py ^40 EXISTING 24 R.G.P. TO
BE MODIFIED TO MEET
TX. D. O, T. SPEC.
27' -0' i 82' -10'
152/575 (PLAT) � }
4- -P Q
" 25 -41° a--- B
m
314" REDWOOD vi/ "5MP" 4" REMOVAB E
EXPANSION JOINT GAP STRIP. T 3/4" 1 ,
EXPANSION SLIPTUBE O
2 1- 0 11
TY`P. rXFANS 1 ON JOINT — MAX 60' O .G •E .N• o
s )
22' -o" r
Ex I ST. SEALED GONTRAGT I ON JO I NT O
GURB GUT
MIN. 20' HIDE FIRE LANE H/ REF. NOTE BELOW FOR GONG. �—
14' HT, MIN. CLEARANCE P,S.I., THIGKNES5, REBAR _ O O
SIZE 4 SPAG I N6. _ 1 , h
Za , 01.
cU cn V
44' METAL KEY WAY N
..- „ ONL BUTT
_l0 I NT
s CD X
�: •—
-9 117 3 @ M o lu
T`i "P. PAVM r• $ CONTROL.. JOINT cP MAX 20 O.C. EJN. E X m v
NOTE: N O
"
b" 60N6 . = CON6RETE AT 5,500 P . S . I . w/ #5 BARS c9 16 " 0. 6. E. N .
�
22 1T. 6 " GONG . == CONCRETE AT 3 , 500 P . S . I . ►mot/ #4 BARS @ 16 " 0. G . E. N. O
CURB GUT
• -- 00
t3' -o• EXIST, 8" SAN. SEWER
-- T
20'-0
UTILITY
EASMENT
13' -O• '72x/771
-- - err _ _,. _ X I ST I NG SAM. SEINER MAN HOLE
pkv
0-
G`P.
aa1c�
EXIST.
14' -6"
6,10'7 S.F. - let FLOOR
'S
1,30 q,10"7 S.F.
COPY GORNER
nIm
�. TE
IVA
5L I ; > 5 T N d -
•.: 4/'7"11 � t••`
° a. P• . `' � � O is
d ' TAP PROP, 6" SAN. SEWER INTO EXIST, B" SAN. 5EHER r•!�
ONE NAY
20' TIE INTO EXISTING 6 " HATER LINE 1 •- 4, " }
LINE FOR 5PR I NKLER SYSTEM. wk L 1 - ? wvq, O I -}-,
TIE INTO EXISTING 6" WATER LINE i
5' o" 6 "x3" TAPPING SLEEVE AND VALVE.
3- .PROP05ED HATER METERS 3"
IRR ION, ALL w/ BACK FLOW T
2 FOR DOMESTIC 8 1 3/4" FOR #4 x RF13AR MAX. • 2" BELOW TOP OF GURB 4- �
,n
PRESENTERS A5. REQ. TIE TO PAVEMENT BARS 0) � /
PROP, LEGATION FOR
26 - 54" ALL LINES TESTED AS PER TNRGG O
REGULATIONS 4 CITY ORDINANCE 23Q4. (1 GRADE
SPRINKLER SYSTEM P.D.G. FUTURE 3/4" METER) _ \ \�\
CONT. #4
Q .'..• Q - I 4�
""---
EXIST. e)" WATER LINE
W v _Q
TNeF. M CONCRETE CURB cn
9 19 S'F' REMAINDER LOT 1 X
ASS i E BOOK STORE HERMAN F . KRENEK SUBD I V IS I ON EALED CONTRACTION JOINT V / x
PHASE ONE
KI CKPATRI CK, CARRELL (5 _ 3/4" DOWEL
231 TEXAS AVENUE SOUTH 24" 0. G . �--
COLL156E STATION, TEXAS
a o" ZONED G -1
1-1 t
a O
Z TYP
5F A CE- 5 18' -O'
2S' -a�•
STAMPED RED CONCRETE
18' _p 15 E PAC ES
14A LOT IA
IRK TRI K
BI7I ISI
15 PAS ES ;
S rAT I QN,
p 1 0 0 -1 1 11 P LjT
sa' -o•
23' -0" PROPOSED FIRE HYDRANT_._,..
SA
JUL 1 5 20 3
V
COLLEGE STATI A
`p
O
COMPLIA VC
._ ' V
aa1c�
EXIST.
14' -6"
6,10'7 S.F. - let FLOOR
'S
1,30 q,10"7 S.F.
COPY GORNER
nIm
�. TE
IVA
5L I ; > 5 T N d -
•.: 4/'7"11 � t••`
° a. P• . `' � � O is
d ' TAP PROP, 6" SAN. SEWER INTO EXIST, B" SAN. 5EHER r•!�
ONE NAY
20' TIE INTO EXISTING 6 " HATER LINE 1 •- 4, " }
LINE FOR 5PR I NKLER SYSTEM. wk L 1 - ? wvq, O I -}-,
TIE INTO EXISTING 6" WATER LINE i
5' o" 6 "x3" TAPPING SLEEVE AND VALVE.
3- .PROP05ED HATER METERS 3"
IRR ION, ALL w/ BACK FLOW T
2 FOR DOMESTIC 8 1 3/4" FOR #4 x RF13AR MAX. • 2" BELOW TOP OF GURB 4- �
,n
PRESENTERS A5. REQ. TIE TO PAVEMENT BARS 0) � /
PROP, LEGATION FOR
26 - 54" ALL LINES TESTED AS PER TNRGG O
REGULATIONS 4 CITY ORDINANCE 23Q4. (1 GRADE
SPRINKLER SYSTEM P.D.G. FUTURE 3/4" METER) _ \ \�\
CONT. #4
Q .'..• Q - I 4�
""---
EXIST. e)" WATER LINE
W v _Q
TNeF. M CONCRETE CURB cn
9 19 S'F' REMAINDER LOT 1 X
ASS i E BOOK STORE HERMAN F . KRENEK SUBD I V IS I ON EALED CONTRACTION JOINT V / x
PHASE ONE
KI CKPATRI CK, CARRELL (5 _ 3/4" DOWEL
231 TEXAS AVENUE SOUTH 24" 0. G . �--
COLL156E STATION, TEXAS
a o" ZONED G -1
1-1 t
a O
Z TYP
5F A CE- 5 18' -O'
2S' -a�•
STAMPED RED CONCRETE
18' _p 15 E PAC ES
14A LOT IA
IRK TRI K
BI7I ISI
15 PAS ES ;
S rAT I QN,
p 1 0 0 -1 1 11 P LjT
sa' -o•
23' -0" PROPOSED FIRE HYDRANT_._,..
SA
JUL 1 5 20 3
COLLEGE STATI A
`p
O
>' -O• R16' -O"
DEVELORTS ICES
�
-
,v
to
7q' -0' taq' -6"
�
CD
U i
REV IEWED
�z
TX. D. O. T. SAFTEY ENDS
TO BE INSTALLED
q
' p_I
,u
SA
..
—
rr
....�... WA OMESnC
JUL 3 1200
.-
212'-2"
"
- sr• . _ s
N
CD
9L
ENGINEERING
O
L
w—
PROPOSEV
S I TE FLAN
\
SCALE: I"=20'
O
-
NOTE:
DRAINA6E PLAN 4 REVIEN
TO BE DESI6NED BY
RE6ISTERED CIVIL EN6INEER
5of 4
v
D-
aa1c�
EXIST.
14' -6"
6,10'7 S.F. - let FLOOR
'S
1,30 q,10"7 S.F.
COPY GORNER
nIm
�. TE
IVA
5L I ; > 5 T N d -
•.: 4/'7"11 � t••`
° a. P• . `' � � O is
d ' TAP PROP, 6" SAN. SEWER INTO EXIST, B" SAN. 5EHER r•!�
ONE NAY
20' TIE INTO EXISTING 6 " HATER LINE 1 •- 4, " }
LINE FOR 5PR I NKLER SYSTEM. wk L 1 - ? wvq, O I -}-,
TIE INTO EXISTING 6" WATER LINE i
5' o" 6 "x3" TAPPING SLEEVE AND VALVE.
3- .PROP05ED HATER METERS 3"
IRR ION, ALL w/ BACK FLOW T
2 FOR DOMESTIC 8 1 3/4" FOR #4 x RF13AR MAX. • 2" BELOW TOP OF GURB 4- �
,n
PRESENTERS A5. REQ. TIE TO PAVEMENT BARS 0) � /
PROP, LEGATION FOR
26 - 54" ALL LINES TESTED AS PER TNRGG O
REGULATIONS 4 CITY ORDINANCE 23Q4. (1 GRADE
SPRINKLER SYSTEM P.D.G. FUTURE 3/4" METER) _ \ \�\
CONT. #4
Q .'..• Q - I 4�
""---
EXIST. e)" WATER LINE
W v _Q
TNeF. M CONCRETE CURB cn
9 19 S'F' REMAINDER LOT 1 X
ASS i E BOOK STORE HERMAN F . KRENEK SUBD I V IS I ON EALED CONTRACTION JOINT V / x
PHASE ONE
KI CKPATRI CK, CARRELL (5 _ 3/4" DOWEL
231 TEXAS AVENUE SOUTH 24" 0. G . �--
COLL156E STATION, TEXAS
a o" ZONED G -1
1-1 t
a O
Z TYP
5F A CE- 5 18' -O'
2S' -a�•
STAMPED RED CONCRETE
18' _p 15 E PAC ES
14A LOT IA
IRK TRI K
BI7I ISI
15 PAS ES ;
S rAT I QN,
p 1 0 0 -1 1 11 P LjT
sa' -o•
23' -0" PROPOSED FIRE HYDRANT_._,..
SA
PROVIDED PARKIN6
HANDICAP PARKIN6
CUSTOMER / EMPLOYEE
TOTAL PARKING PROVIDED
UTILITIES LOAD DEMAND POR 3 RETAIL SPACES
3 SPAGES
- 11 SPACES
80 SPAGES
N t K_� : qw ga S U b U
WATER 45 GAL /MIN
IRRI6ATION 50 GAL /MI -
- SANITARY SEWER . __ - 40O --6ALr M I N -- -
ELEGTR I GAL 208)V, 3PH . (90CAMP .
GAS 600,000 BTU @
3.5 W.G.I.ON DEMAND
THIS PROPERTY IS NOT IN THE 100 YEAR FLOOD PLAIN
ACCORD I N6 TO 1=EMA MAP # 45041001820 EFFECT I VE DA - ice
JULY 2, t Qa2 .
SECT. #
LE6AL DE50RIPTION
^ V
V
POINTS
1 1 .2
LANDSCAPE REQU I RESTS
REMAINDER OF LOT 1A 1.40 ACRES
1,836
11.2 A
30 PT5. /1,000 S. F. OF SITE AREA ( 61,1Q4 )_
JUL 1 6 2003
KIRKPATRI6K SUBDIVISION
5 WE I SCAPE fREW I REMENTS
r'
i� \2) "t
11.3 A
ZONED "G-l"
8 TREES
S O N
L. F. M I NUS 40' DR 1 VEWAY =1 q 0) I FREEWAY OR MAJOR AR "1TER I AL1
OWNER
H$B Investment LP
CC) l
( 2 NON 6A �`REES MAY REPLACE I GANIOPY TREE )
4of 4
1404 Texas Avenue South
I _p
1 -p
Col lege Station, Texas, 11840
4q SHRUBS
FOR SGREENIN6 AT PARKING AREAS BETWEEN BLDG. 4 R.O.W.
q7q -6q3 -0640
11.3 6
300 PTS./ 50 L, F. OF STREET FRONTAGE ( 230 L. F. ) MINUS
PROJECT ANALYSI
Qn
(40'DRIVE) = iqO L.F. /50= 3.8x300=
TOTAL LAND AREA
61,1g4
50.
FT,
SECT. #
COPY CORNER
q,101
50.
FT.
A.4
A66IE BOOK STORE
3,giq
50.
FT,
6- CANOPY TREES
KOLOGHE ROLF'S
1,300
50.
FT,
TOTAL BUILDING AREA
14,316
50.
FT.
>5.5 PT5. EA.
PARKIN6 REQUIRED
SHOPPING CENTER 1 PARKING 5PAGE /150 S.F.
14,316 S.F.
"75 -DWARF WAX MYRTLE
SHRUB SCREENIN6 ® 36" O.C.MAX.
/150 S.F.
5 GAL. SIZE =10 PT5 . EA . 750 PO I NTS
TOTAL REQUIRED PARKING
16 PARKIN6
SPACES
(Received a variance 5/6/03 alloNing
80
5 GAL, SIZE =10 PTS. EA.
= 300 POINTS
-N
spaces in lieu of the q6
required.)
PROPOSED STR= 156APE =
2,540
PROVIDED PARKIN6
HANDICAP PARKIN6
CUSTOMER / EMPLOYEE
TOTAL PARKING PROVIDED
UTILITIES LOAD DEMAND POR 3 RETAIL SPACES
3 SPAGES
- 11 SPACES
80 SPAGES
N t K_� : qw ga S U b U
WATER 45 GAL /MIN
IRRI6ATION 50 GAL /MI -
- SANITARY SEWER . __ - 40O --6ALr M I N -- -
ELEGTR I GAL 208)V, 3PH . (90CAMP .
GAS 600,000 BTU @
3.5 W.G.I.ON DEMAND
THIS PROPERTY IS NOT IN THE 100 YEAR FLOOD PLAIN
ACCORD I N6 TO 1=EMA MAP # 45041001820 EFFECT I VE DA - ice
JULY 2, t Qa2 .
SECT. #
SECT 1 1 . LANDSC.AP I N6
^ V
V
POINTS
1 1 .2
LANDSCAPE REQU I RESTS
_
1,836
11.2 A
30 PT5. /1,000 S. F. OF SITE AREA ( 61,1Q4 )_
JUL 1 6 2003
1 1 .3
5 WE I SCAPE fREW I REMENTS
r'
i� \2) "t
11.3 A
TREES REQUIRED FOR 5TREET5GAPE= 1/25 L.F. FRONTAGE (230
8 TREES
S O N
L. F. M I NUS 40' DR 1 VEWAY =1 q 0) I FREEWAY OR MAJOR AR "1TER I AL1
CC) l
( 2 NON 6A �`REES MAY REPLACE I GANIOPY TREE )
4of 4
_
I _p
1 -p
PARKIN6 AREAS = 145' /3' O.G.(SEGT.8.1O.A.4) =
4q SHRUBS
FOR SGREENIN6 AT PARKING AREAS BETWEEN BLDG. 4 R.O.W.
1,140
11.3 6
300 PTS./ 50 L, F. OF STREET FRONTAGE ( 230 L. F. ) MINUS
DRIVE5,5I6HT GLEARANGE TRINGALES d TRAFFIG CONTROL AREAS
Qn
(40'DRIVE) = iqO L.F. /50= 3.8x300=
TOTAL LANDSCAPE REQUIREMENTS MI N. OF 8 TREES 4 4q SHRUBS
2 a7
SECT. #
SE-OT I ON 8. 10 FENCES REQU I RED
PERIMETER BUFFER = MIN. (1) 5 GAL. 5HURB @ 36" O.G. 4 (1) 2" MIN.
A.4
CALIPER CANOPY TREE @ 25' O.G. AND MAY NOT COUNT AS LANDSCAPE POINTS.
ZERO
PROPOSED 9 1 IRE3= T96APE:
X
6- CANOPY TREES
q TO BE RED OAK = CIOO POINTS
>2. 1 09150 PTS. EA.
2- CANOPY TREES
_
TO BE RED OAK = 600 POINTS
F
>5.5 PT5. EA.
(ULMUS GRASSIFOLIA)
"75 -DWARF WAX MYRTLE
SHRUB SCREENIN6 ® 36" O.C.MAX.
O O
5 GAL. SIZE =10 PT5 . EA . 750 PO I NTS
(RAPHIOLEPIS INDIGA)
30 - INDIAN HAWTHORNE
® SHRUB SGREENIN6 0 36" O.C.MAX.
5 GAL, SIZE =10 PTS. EA.
= 300 POINTS
-N
(RAPHIOLEPIS INDIGA)
O
PROPOSED STR= 156APE =
2,540
PROPOSED LANDSCAPIN6:
10- NON - CANOPY TREES = 400 POI NTS
TO BE CREPE MYRTLE
>1.25 "0 =40 PT5. EA.
(LARbESTROEHI A I ND I CA)
6 -DWARF WAX MYRTLE
SHRUB SGREENIN6 ® 36" O.G. MAX. _ 60 POI NTS
5 GAL. SIZE =10 PTS. EA.
PROP05ED LAND50APE =
460
TOTAL LANDSCAPE POINTS PROPOSED
3
NOTE. ALL PLANTED AREAS TO BE IRRIGATED 3 IRRIGATION TO BE DESIGNED BY QUALIFIE=D LANDSCAPE DE5I6NER. PROP.
IRRIGATION BACK FLOW DEVICE WILL SEEN INSTALLED d TESTED w/ RESULTS FORWARDED TO THE CIT' OF COLLEGE STATION.
15q DWARF WAX
MYRTLE 8 16 RED OAK
e SIDE d BACK
PRIMETER FOR P
50REENINO
d
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W
1L
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SVA�V
S A J'
11 R. 0.�N.
Planning - , F.ile �W ; _ v
It _11/1 f
ry
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P.
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(y EXIST. MATER METER
q T �0
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MM
X v 0 I
SITES �
N �.
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COLLEGE STATION
� KEY MAP
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JUL 1 6 2003
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REVI EWED - FOR
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JUL 1 6 2003
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COLLEGE STATION
DEVELOPWNT SERVICES
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L66AL DESCRIPTION
5L'GT ION q. PPARK I N6 P0WIpw6jLrr4Tq
q . 2 . A. 61
REMAINDER OF LOT 1A 1.40 ACRES.
REQU I REIN
PROV I DEP
KIRKPATRICK SUBDIVI5ION
180 S.F. ISLAND AT END OF EVERY RON OF
11 ® 180 S.F.=
ZONED "G -1 ".
PARKIN6, BOTH INTERIOR Q PERIPHERAL,
H45 Investment LP
ISLANDS.
1404 Texas Avenue South
TREES REQUIRED FOR 5TREET50APE= 1/25 L.F..FRONTA6E (230
EXCESSIVE S.F. = 84q
College Station, Texas, 7840
L . F .) = (FREEWAY OR MAJOR ARTERIAL)
q77q -6q3 -0640
9.2. A.
I 14J ER I OR I SL.AIVS
PF?D_IC�GT ANAL-YSI
TOTAL 'L'AND AREA
61 , i q4 50.
FT.
COPY CORNER
8,518 50.
FT.
AG6IE BOOK STORE
4,500 SQ.
FT.
KOLOGHE ROLF
1,300 SO..
FT.
TOTAL BUILDING AREA
14,318 50.
FT.
5HOPPIN6 CENTER I PARKING 5PACE /150 S.F.
14,318 S.F.
_.
/150 5.F.
REQUIREMENTS.
TOTAL REQUIRED PARKING
16 PARKIN6 SPACES
(Received a variance'5 /6/03 alloNing 80
SEGTI ON 8. 10 FE1`IGES REW I RED.
spaces in lieu of the qb
required.)
PER I METER BUFFER = MIN, (1) 5 GAL. 5HURB e 56" O.G. 4 (1) 2" MIN.
HANDICAP PARKING
3 SPACES
ZERO
CUSTOMER / EMPLOYEE
77 5PAGE5.
10- CANOPY TREE5
TOTAL PARKIN6 PROVIDED
80 SPACES
UI I L I T I M LOAD DEMAND FOR 3 RETA IL. SPACES
(UL.MUS GRA55 I FOL I A)
WATER 45 GAL /MIN
IRRIGATION 50 GAL /MIN
5AN,ITARY 5ENER 400 GAL /MIN
ELEGTR I GAL 2081(, 3PSI . 600AMP .
6AS 600,000 BTU o
3.5 W.G.I.ON DEMAND
TH 15 PROF'E Y 16 NOT IN THE 100 YEAR 1=LOOP PLAIN
ACCORDIN6 TO FNMA MAP # 4804160182G E F FE CTIVE D ATE
JULY 2 1 0 1C12 .
SECT. #
5L'GT ION q. PPARK I N6 P0WIpw6jLrr4Tq
q . 2 . A. 61
EW I c jL AN M
REQU I REIN
PROV I DEP
180 S.F. ISLAND AT END OF EVERY RON OF
11 ® 180 S.F.=
2,82q S.F. OF END
PARKIN6, BOTH INTERIOR Q PERIPHERAL,
1,g80 5.F.
ISLANDS.
11.3 A
TREES REQUIRED FOR 5TREET50APE= 1/25 L.F..FRONTA6E (230
EXCESSIVE S.F. = 84q
L . F .) = (FREEWAY OR MAJOR ARTERIAL)
9.2. A.
I 14J ER I OR I SL.AIVS
FOR EVERY 15 INTERIOR PARKING SPACES A MIN.
80 5PAGE5/ 15
1 INTERIOR ISLAND @
PARKING AREAS ,= 145' 13' O.0.(5EGT.8. _
OF 180 S.F. ISLAND 50MENHERE IN THE
SPACES = 6X.180 S.F.
440 S.F. 4.1.® 21'3
INTERIOR IRONS.
= 1,080 5.F.
S.F. + 644 S.F. OF
END I5LAND5 THAT EXCEED THE MIN. S.F. MAY
EXCESSIVE END ISLAND
APPLY TONARD5 THE INTERIOR 15LANP
5.F. = 1,502 5.F.
REQUIREMENTS.
TOTAL LAND.56APE REQU I R .: ° NTS► M I N. OF 10 TWE5 4 4q SHRUBS
SECT. #
5EGT I ON 1 1 . LAND "' iAP I N6
PO I NT5
11.
LAND54 REW I REt''ENTS
11.2 A
50 PT5. /1,000 S.F. OF SITE AREA ( 61,194
1 1 .5
51 r' MDE RMU I REMENTS
11.3 A
TREES REQUIRED FOR 5TREET50APE= 1/25 L.F..FRONTA6E (230
10 TES
L . F .) = (FREEWAY OR MAJOR ARTERIAL)
( 2 NON CANOPY TREES MAY REPLACE 1 CANOPY TREE )
PARKING AREAS ,= 145' 13' O.0.(5EGT.8. _
4cl SHRUM
FOR SCREENING AT PARKING AREAS BETWEEN BLDG. 4 R.O.N.
11.5 6
300 PT5./ 50 L.F. OF STREET FRONTAGE ( 230 L.F. ) MINUS
1,140
DRIVE5,5161 CLEARANCE TRIN6ALE5 4 TRAFFIC CONTROL AREAS.
(40' DRIVE) = 1 L . F . /50 =3. 8x300=
TOTAL LAND.56APE REQU I R .: ° NTS► M I N. OF 10 TWE5 4 4q SHRUBS
SEGTI ON 8. 10 FE1`IGES REW I RED.
PER I METER BUFFER = MIN, (1) 5 GAL. 5HURB e 56" O.G. 4 (1) 2" MIN.
A. 4
GALIPER GANOPY TREE ® 25' O.G. AND MAY NOT COUNT AS LANP50APE POINTS.
ZERO
P )P05ED 5l 1ME 1 iAM _
10- CANOPY TREE5
q b , To BE RED OAK = 1, POI
>2.1 "00150 PT5. EA.
(UL.MUS GRA55 I FOL I A)
"15 -DWARF WAX MYRTLE
SHRUB SCREENING a 56" O.C.MAX.
5 *AL. SIZE � 1 O. PT5 . EA . = "150 PD I NTS
( RAPHIOL.EPIS INDIAA)
50 - INDIAN HAWTHORNS
SHRUB 50REENING a 36" 0.0-MAX.
5 GAL. 51 Z =10 FT$.EA.
5O0 POINTS
(RAPI.IIOLEPI5 INDIAA)
PROP05W 5 FME T50AM
2,540
10- NON - CANOPY TREES
TO BE CREPE MYRTLE
>1.25" PT5. EA. .. 400 PO I NT5
( L.ARW:5T RDEMI A I NDI CA)
6 -DWARF WAX MYRTLE
SHRUB SCREENING 6 56" O.C.MAX. _ POINTS
.60
5 GAL. 51 Z =10 PT5. EA.
PROP05EP L.AND5GAM =
460
TOTAL LANMO POINTS llp45ED
5
NOTE: IRRI&ATION TO BE PESI614EP BY QUALIFIED LANDSCAPE DESIGNER. PROP. IRR16ATION BACK FLOW DEVICE WILL BEEN
INSTALLED d TESTED w/ RESULTS FORWARDED TO THE CITY OF COLLEGE STATION.
146 DWARF WAX
MYRTLE d 15 RED OAK
0 SIDE d BACK
PRIMETER FOR
SCREEN I N6 -----
L. P ' ESMT
ESMT
EXIST. WATER HETER
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