HomeMy WebLinkAboutDrawingsSCALE: X" = 1'
4"X4" CORNER POST (TYP
OF DECKING /" PLYWOOD ROOF DECKING
ZOOF JOIST, 16" OIC (TYP.)
. 2'-3411
V-.7"
1 11 I1 11 it 11 1
4"X4•' CORNER POST (TYP.)
HARDI-PANEL EXTERIOR-/
'---�'----�L---�•- a ---JL_
SHEATHING (TYP.)
61_211
/e" HARM -PANEL EXTERIOR .
PLAN VIEW SHEATHING (TYP.)
SECTION A -A
%" PLYWOOD INTERIOR /" PLYWOOD ROOF DECKING
SHEATHING (TYP.) I I
4"X4" CORNER POST (TYP.)
HARDI-PANEL EXTERIOR -
SHEATHING (TYP.)
K6"IROOF JOIST, 16" O/C (TYP.)
2"X4" STUD WALL, 16" O/C (TYP.)
Y2' PLYWOOD INTERIOR
SHEATHING (TYP.)
----BENCH
3 - 2"X6'• WITH 2"X4"
Q DIAGONAL BRACING
AT 16" O/C
SECTIONB4
STRUCTURE:
1. ALL LUMBER SHALL BE PRESSURE TREATED.
2. ALL STUDS AND JOIST TO BE INSTALLED ON 16" CENTERS.
3. ROOF TO BE COMPOSITION SHINGLES (COLOR TO BE DETERMINED BY OWNER)
OVER TAR PAPER.
4. ALL WOOD SURFACES TO BE PAINTED, COLOR TO BE DETERMINED BY OWNER,
TO MATCH EXISTING STRUCTURES.
5. ALL HARDWARE AND FASTENERS SHALL BE GALVANIZED.
6. COLORS:
MAIN: RAMIE (SW6156)
TRIM: SAWDUST (SW6158)
,KING
VER POST (TYP.)
STUD WALL, 16"
fYP.)
iI-PANEL EXTERK
NG (TYP.)
:,H
3 - 2"X6" WITH 2"X4"
DIAGONAL BRACING
AT 16" O/C
PROJECT
LOCATION
SCALE: 1" = 200'
YELLOWHOUSE COLLEGE STATION, LTD.
LOTS 1-6, BLOCK 6A & LOTS 12-22, BLOCK 6
VOL. 383, PG. 389
ZONING: R-6
EXISTING PARKING LOT
XISTING 10' PUBLIC
UTILITY EA MENT
RO OSED 3US STOP
40 S -(GRO S)
1.00-71 0
C
EXISTING 15' SIDE I 5.00 ,
STRE[fT SETBACK
r i 0
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PAD
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EXISTING R.O.W. LINE
'
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E SID
PRIVATE
K6"IROOF JOIST, 16" O/C (TYP.)
2"X4" STUD WALL, 16" O/C (TYP.)
Y2' PLYWOOD INTERIOR
SHEATHING (TYP.)
----BENCH
3 - 2"X6'• WITH 2"X4"
Q DIAGONAL BRACING
AT 16" O/C
SECTIONB4
STRUCTURE:
1. ALL LUMBER SHALL BE PRESSURE TREATED.
2. ALL STUDS AND JOIST TO BE INSTALLED ON 16" CENTERS.
3. ROOF TO BE COMPOSITION SHINGLES (COLOR TO BE DETERMINED BY OWNER)
OVER TAR PAPER.
4. ALL WOOD SURFACES TO BE PAINTED, COLOR TO BE DETERMINED BY OWNER,
TO MATCH EXISTING STRUCTURES.
5. ALL HARDWARE AND FASTENERS SHALL BE GALVANIZED.
6. COLORS:
MAIN: RAMIE (SW6156)
TRIM: SAWDUST (SW6158)
,KING
VER POST (TYP.)
STUD WALL, 16"
fYP.)
iI-PANEL EXTERK
NG (TYP.)
:,H
3 - 2"X6" WITH 2"X4"
DIAGONAL BRACING
AT 16" O/C
PROJECT
LOCATION
SCALE: 1" = 200'
YELLOWHOUSE COLLEGE STATION, LTD.
LOTS 1-6, BLOCK 6A & LOTS 12-22, BLOCK 6
VOL. 383, PG. 389
ZONING: R-6
EXISTING PARKING LOT
XISTING 10' PUBLIC
UTILITY EA MENT
RO OSED 3US STOP
40 S -(GRO S)
1.00-71 0
C
EXISTING 15' SIDE I 5.00 ,
STRE[fT SETBACK
r i 0
,<;� _ _ �' Wit• •�;.,.._.,
i �. ,
Imo..-.
PROPOSED CONSTRUCTION LIMITS
EXISTING SIDEWALK
OLS E �OLCEGG-E S-TATTON, CTD- —
LOCK 6A & LOTS 12-22, BLOCK 6
VOL. 383, PG. 389
ZONING: R-6
STING TELEPHONE LINE
/-EXISTING WATERLINE
e
ROPOSE
4" THICK
U-00
•v
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CONCRET
PAD
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5'CONCR
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E SID
PRIVATE
�ALK)
PROPOSED CONSTRUCTION LIMITS
EXISTING SIDEWALK
OLS E �OLCEGG-E S-TATTON, CTD- —
LOCK 6A & LOTS 12-22, BLOCK 6
VOL. 383, PG. 389
ZONING: R-6
STING TELEPHONE LINE
/-EXISTING WATERLINE
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O
� (APP ROX. 1001 R � O. .)
cr)
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-
".- —y� +',:,. �' SSA -1l`''^ y; ,,+es 'G»,,• •••rte }¢ •:u ''5' 2
EXISTING PARKING LOT
u
~;•t 1 4 Lu
.�: .15` `.�,% 4;P , GENERAL NOTES: 7
...�g' �7G� iN. 1 .x� ,�. Fv'.'. h,: iF ,' L,.. 5�
ak.�,'a ry C •}} r ,m ,,'i=,0.��h: .yS,.`° � •I,:n
�'�1.'¢,��t�i.•. �'T�'1'i� : ��tia 'fit' �'•"yiil.' 1t,•'.sj_'7 �,(�,,.�1,. 7.V
1. PROJECT: � —
RO OSED BUS STOP STRUC
40S (GROS) t t § g.4..'�
HUNTER'S POINT BUS STOP
4 PROPOSED DWARF 1809 YELLOWHOUSE CIRCLE
YAUPON HOLLY
i
r .•' ..:rSh r •-F t�,F,1F'Lu- a uP `hh�. r• V J
' — , .= `,' " ' COLLEGE STATION, TX 77840
--- -"''' XISTING TREE TO REM i
..
c� c�
LEGAL DESCRIPTION:
W
'` ` ` •, '``"- HUN -PER'S POINT APARTMENT ,LOT > 1- BLOCK 6A, LOTS 12-22, BLOCK 6, J
Y L�Cw1�VNOUSE COLLEGE STATION, LTD.
' ; SOUTHWOOD #5
LOTS�1"T6 jN8LOCK 6A & LOTS 12-22, BLOCK 6 ! — ® U
r; VOL. 383, PG. 389 i OWNER: J
ZONING: R-6
1806 YELLOWHOUSE PARTNE , LLC
P -
_ .. 3 PROPOSED DWARF - �Lli
- � _ _ _
. , P.O. BOX 17205
EXISTING TREE, TO `';::=' : ` YAUPON HOLLY ;
REMAIN `; ( RICHMOND, VA 23226
\PROPOSED 5' MANAGEMENT/AGENT:
v �
EXISTING R.O.W. LINE CONCRETE SIDEWALK
PRIVATE �� i THE OLDHAM GOODWIN GROU ,LLC
I 809 UNIVERSITY DR. E., STE. 1(1A
i COLLEGE STATION, TX 77840
(979) 268-2000
EXISTING SIDEWALK
_ ENGINEER:
JEREMY PETERS, P.E.
SOUTHWEST PARKWAY THE OLDHAM GOODWIN GROJI , LLCI
i 809 UNIVERSITY DR. E., STE. VIA -q
(APPROX. 1001 R.O.W.) COLLEGE STATION, TX 77840
.............
(979) 268-2000 JEREMY N. PE ERS
d
, i I �'•. 10021
I SITE AREA: ow -.4 i
�sS 0 L
TOTAL: 5.95 AC.
LANDSCAPE PLAN EFFECTED: 463 SF
LANDSCAPE CALCULATIONS: 2. THIS PROPERTY DOES NOT LIE IN HE 100 11
Y' AR FLOOD PLAIN ACCORDING TO
F.I.R.M. MAP NO. 48041 C0182C, DATE : 07- 2-92
EFFECTED AREA = 463 SF
LANDSCAPE POINTS REQUIRED = 30 _ 3. EXISTING CONDITIONS BASED ON DIGITIZED ALTA/ACSM LAND TITLE SURVEY
OF THE PROPERTY, DATED 11/26/02, Y SOUTH TEXAS SURVEYING ASSOCIATES, Z
LANDSCAPE POINTS PROPOSED = 70 O
INC. ACTUAL FIELD CONDITIONS TO E VERIFIED PRIOR TO COMMENECEMENT
NAME TYPE SIZE QUANTITY POINT VALUE TOTAL POINTS OF CONSTRUCTION. — --
W
HRUB 5 GAL. 7 10 70 4. PROJECT CONSISTS OF CONSTR TION OFA WOOD BUS STOP STRUCTURE
DWARF YAUPON S
HOLLY AND ASSOCIATED CONCRETE SIDE ALKS AS SHOWN.
I
5.'CONTRACTOR TO VERIFY EXISTIN 3, CONDITIONS PRIOR TO COMMENCEMENT
OF CONSTRUCTION. ('
LANDSCAPE NOTES:
6. CONTRACTOR TO OBTAIN ALL NE I. ESSARY PERMITS AND APPROVALS FROM
1. ALL EFFECTED TERRAIN TO BE SEEDED WITH .APPROPRIATE SEED MIX. THE CITY OF COLLEGE STATION. W
2. ALL PROPOSED LANDSCAPING SHALL BE IRRIGATED. 7. CONTRACTOR TO HAVE ALL UNDE RGROII ND UTILITIES MARKED PRIOR TO
CONSTRUCTION.
�I
8. TRAFFIC IMPACT ANALYSIS IS NO] REQUIRE . DRAWN BY: JNP
DIMENSIONS PER PLAN
SITE: CHECKED BYJNP
#3 REBAR, MAX. 12" O.C.E.W. DATE: 3/5/2010
1. ALL CONCRETE SHALL BE 3.000 P...I. PROJ: BUS TOP
4 IN.
2. REINFORCING WILL BE #3 REBAR T 12" CENTERS, EACH WAY.
3,000 P.S.I. CONCRETE, BROOM FINISH,
COLOR TO MATCH EXISTING 3. MAINTAIN EXISTING GRADES. PAG
CONCRETE
I
SIDEWALK SECTION
1
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. _ S- 2- 2 BLOCK LOTS 1 6, BLOCK 6A &LOTS 1 2 , OC 6
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- 383
VOL. PG. 389
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EXISTING PARKING LOT
SCALE: %4" = 1'
4"X4" CORNER POST (TYP
HARDI-PANEL EXTERIOR
SHEATHING (TYP.)
PLAN VIEW
OF DECKING /" PLYWOOD ROOF DECKING
MOF JOIST, 16" O/C (TYP.)
I
2'-34'
4"X4" CORNER POST (TYP.)
/" HARDI-PANEL EXTERIOR
SHEATHING (TYP.)
SECTION A -A
%" PLYWOOD INTERIOR /" PLYWOOD ROOF DECKING/" PLYWOOD ROOF DECKING
SHEATHING (TYP.) Q
\ I
4"X4" CORNER POST (TYP
HARDI-PANEL EXTERIOR
SHEATHING (TYP.)
FRONT VIEW
K6" ROOF JOIST, 16" O/C (TYP.)
2"X4" STUD WALL, 16" O/C (TYP.)
%Z' PLYWOOD INTERIOR--'
SHEATHING (TYP.)
----BENCH
3 - 2"1 WITH 2"X4"
Q DIAGONAL BRACING
AT 16" O/C
a
r4"X4" CORNER POST (TYP.)
2"X4" STUD WALL, 16"
O/C (TYP.)
Q' HARDI-PANEL EXTERK
HEATHING (TYP.)
3 - 2"X6" WITH 2"1
SECTION B -B DIAGONAL BRACING
AT 16" O/C
STRUCTURE:
1. ALL LUMBER SHALL BE PRESSURE TREATED. 2
2. ALL STUDS AND JOIST TO BE INSTALLED ON 16" CENTERS.
3. ROOF TO BE COMPOSITION SHINGLES (COLOR TO BE DETERMINED BY OWNER)
OVER TAR PAPER.
4. ALL WOOD SURFACES TO BE PAINTED, COLOR TO BE DETERMINED BY OWNER,
TO MATCH EXISTING STRUCTURES.
5. ALL HARDWARE AND FASTENERS SHALL BE GALVANIZED.
6. COLORS:
MAIN: RAMIE (SW6156)
TRIM: SAWDUST (SW6158)
Iji ir�rri.. =l`',t't �: i�JcAi. {'r.^' };af^ '^ t ��•�!.q �'- eCv ••�' >r{ 1
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EXISTING PARKING LOT ;,-,,�-„?:,•�.,I,. t;�z;..,�'•;<:r>:.-,<• s�,,.,,. g! 01 i�:;�:��. -�1, ,.; o• ,.,.,
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n ,S�£rf�r! � 1". 1:4•rv�c,-'"Lt
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S NG 0 PUBLIC - '�a
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F a_
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•t ir-
RO OSED US STOP STRU1. t?w �ti x ,�-�:r, ?d �F, �(.� �,tl� �� jt7'., N
l f(:r a vS, �. y or,R ate+ eP '�`��YIW J�:r-.1151/"'-� t'lrt; 'rY:S ?r F��Sar . i�r�
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4 H1 H ORANGE PLASTIC TRE BARRICADE,
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IGHORANG •ROPOSED 4HICK ZONING: R-64
LASTIC TREE , ! :. -' . CONCRETE P) D
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:. `:;:'� � •�'•:•`+ -•t to
BARRICADE, RADIUS - : :) >
S ALL BE 1' FOR - i ,�� ,}•- `':_• � a
` . ; ,. ; '; ; NSTA L 91 LF OF ' LLT FENCE FOR EROSION 1 0
VERY 1�CAEFER IN :: ', 01
0
CONT oL I W co
-' 5.00
PROP
EXISTING R.O.W. LINE I: CONCRETE IDEWALK XISTING TELEPHONE LINE
�I ,
PRIVATE XISTING WATERLINE
PROPOSED CONSTRUCTION LIMITS
ld
EXISTING SIDEWALK �)
v1kiwi=U FOR o �
COMPLIANCE
SOUTHWEST PAR' AY
(APPROX. 100' R. .W.)' APIA 13 2010 U)
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ftl �N W
fn
-.^-,i'.S a •( ,ys .� 7 5 } -..0 -r-1. - st e�y 1 { 1 - i, Sj 1. h i'j j'{„ 11 ,
RO OSED US STOP STRUC ''r - i , ,= F < w, r iF,1 t r ai :''
:%.( I SI t ,F4,< ,p t I, FBF i•Fiy SYtkS' tS,A,Yr Itr,,
40 S (GROSS) 4
4 PROPOSED DWARF E:<<,.� , € -E ti u,' �F �„ ,� �rt,�{5f
YAUPON HOLLY i' --�. , f•. .y>_rt,,f 4 t��( lt' '
Y: . XISTING TREE TO REMAI `
.. i
V.
YLLO.'U.HOUSE COLLEGE STATION, LTD.
LbTS! 1 6, BLOCK 6A &LOTS 12-22, BLOCK 6
VOL. 383 PG. 389
'I: ( ZONING: R-6
3 PROPOSED DWARF
EXISTING TREE, TO ; _ _ :I ( YAUPON HOLLY
REMAIN \ '
ROPOSED 5'
EXISTING R.O.W. LINE -1Z) I: CONCRETE SIDEWALK,
PRIVATE .
EXISTING SIDEWALK
SOUTHWEST PARKWAY
(APPROX. 100' R.O.W.)
LANDSCAPE PLAN
LANDSCAPE CALCULATIONS:
EFFECTED AREA = 463 SF
LANDSCAPE POINTS REQUIRED = 30
LANDSCAPE POINTS PROPOSED = 70
-NAME TYPE SIZE QUANTITY POINT VALUE TOTAL POINTS
DWARF YAUPON SHRUB 5 GAL. 7 10 70
HOLLY
r-....__. . _ --
GENERAL NOTES:
1. PROJECT:
I
HUNTER'S POINT BUS STOP
1809 YELLOWHOUSE CIRCLE
COLLEGE STATION, TX 77840
N
mN�~
�. U) 0
I- O
Zoo<
LEGAL DESCRIPTION: Q = W
HUNTER'S POINT APARTMENTS, L: TS 1-6, B OCK 6A, LOTS 12-22, BLOCK 6, W
SOUTHWOOD #5 J
U O =
OWNER: u)U) O
1806 YELLOWHOUSE PARTNERS, I, LC J
P.O. BOX 17205 m
RICHMOND, VA 23226 .,
MANAGEMENT/AGENT: r
• I
THE OLDHAM GOODWIN GROUP, I.LC Z C�
809 UNIVERSITY DR. E., STE. 101A �"-
COLLEGE STATION, TX 77840 O
(979) 268-2000
ENGINEER:
JEREMY PETERS, P.E. RE V
THE OLDHAM GOODWIN GROUP, I LC
IEWED rum
..4E
809 UNIVERSITY DR. E., STE. 101A COWAPIJAW"
COLLEGE STATION, TX 77840
(979) 268-2000 ! APR 1 1610
i
SITE AREA: t '� i.{. _AA
TOTAL. 5.95 AC.
EFFECTED: 463 SF
2. THIS PROPERTY DOES NOT LIE IN TH 100 YEAR FLOOD PLAIN ACCORDING TO
F.I.R.M. MAP NO.48041C0182C, DATED: (,7-02-92.
3. EXISTING CONDITIONS BASED ON DI(: ITIZED' AL A/ACSM LAND TITLE SURVEY
OF THE PROPERTY, DATED 11/26/02, BY SOUTH T XAS SURVEYING ASSOCIATES,
INC. ACTUAL FIELD CONDITIONS TO BE VERIF1 D RIOR TO COMMENECEMENT
OF CONSTRUCTION.
4. PROJECT CONSISTS OF CONSTRUCT ON OF A WOOD BUS STOP STRUCTURE
AND ASSOCIATED CONCRETE SIDEWAL <S AS I;SHOWN.
5. CONTRACTOR TO VERIFY EXISTING �1 ONDII ON S PRIOR TO COMMENCEMENT
OF CONSTRUCTION,
6. CONTRACTOR TO OBTAIN ALL NECE% SARY PEF PE'MITS AND APPROVALS FROM
11 1
LANDSCAPE NOTES: THE CITY OF COLLEGE STATION.
1. ALL EFFECTED TERRAIN TO BE SEEDED WITH APPROPRIATE SEED MIX. 7. CONTRACTOR TO HAVE ALL UNDERGI OUND UTILITIES MARKED PRIOR TO
CONSTRUCTION.
2. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROK ( O LOOSi'iE), OR A PERENNIAL GRASS IS
REQUIRED IN PARKING LOT ISLANDS, SWALES, AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS- F - WAY AND 8. TRAFFIC IMPACT ANALYSIS IS NOT RI QUIRED.
ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. �'
9. EXTERIOR BUILDING AND SITE.LIGHT G WIC' L MEET THE STANDARDS OF
3. ALL PROPOSED LANDSCAPING SHALL BE IRRIGATED. SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE
SHALL NOT PROJECT BELOW AN OPAQI 1E HO SI� G AND NO FIXTURE SHALL
4. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER APRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE DIRECTLY PROJECT LIGHT HORIZONTAL LY. FI TU RES WILL BE MOUNTED IN SUCH
BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW. DEVICE, AND INSTALLED AS PERCITY ORDINANCE 2394. A MANNERTHAT THE PROJECTED CON OF L PHT DOES NOT CROSS ANY Q
0 PROPERTY LINE.
5. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394.
SITE: -
1. ALL CONCRETE SHALL BE 3,000 P.S.I. 1� •'O
2. REINFORCING WILL BE #3 REBAR AT 2" CE TE S, EACH WAY. Il-.
00
3. MAINTAIN EXISTING GRADES.
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K6" ROOF JOIST, 16" O/C (TYP.)
2"X4" STUD WALL, 16" O/C (TYP.)
%Z' PLYWOOD INTERIOR--'
SHEATHING (TYP.)
----BENCH
3 - 2"1 WITH 2"X4"
Q DIAGONAL BRACING
AT 16" O/C
a
r4"X4" CORNER POST (TYP.)
2"X4" STUD WALL, 16"
O/C (TYP.)
Q' HARDI-PANEL EXTERK
HEATHING (TYP.)
3 - 2"X6" WITH 2"1
SECTION B -B DIAGONAL BRACING
AT 16" O/C
STRUCTURE:
1. ALL LUMBER SHALL BE PRESSURE TREATED. 2
2. ALL STUDS AND JOIST TO BE INSTALLED ON 16" CENTERS.
3. ROOF TO BE COMPOSITION SHINGLES (COLOR TO BE DETERMINED BY OWNER)
OVER TAR PAPER.
4. ALL WOOD SURFACES TO BE PAINTED, COLOR TO BE DETERMINED BY OWNER,
TO MATCH EXISTING STRUCTURES.
5. ALL HARDWARE AND FASTENERS SHALL BE GALVANIZED.
6. COLORS:
MAIN: RAMIE (SW6156)
TRIM: SAWDUST (SW6158)
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LASTIC TREE , ! :. -' . CONCRETE P) D
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BARRICADE, RADIUS - : :) >
S ALL BE 1' FOR - i ,�� ,}•- `':_• � a
` . ; ,. ; '; ; NSTA L 91 LF OF ' LLT FENCE FOR EROSION 1 0
VERY 1�CAEFER IN :: ', 01
0
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PROP
EXISTING R.O.W. LINE I: CONCRETE IDEWALK XISTING TELEPHONE LINE
�I ,
PRIVATE XISTING WATERLINE
PROPOSED CONSTRUCTION LIMITS
ld
EXISTING SIDEWALK �)
v1kiwi=U FOR o �
COMPLIANCE
SOUTHWEST PAR' AY
(APPROX. 100' R. .W.)' APIA 13 2010 U)
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RO OSED US STOP STRUC ''r - i , ,= F < w, r iF,1 t r ai :''
:%.( I SI t ,F4,< ,p t I, FBF i•Fiy SYtkS' tS,A,Yr Itr,,
40 S (GROSS) 4
4 PROPOSED DWARF E:<<,.� , € -E ti u,' �F �„ ,� �rt,�{5f
YAUPON HOLLY i' --�. , f•. .y>_rt,,f 4 t��( lt' '
Y: . XISTING TREE TO REMAI `
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YLLO.'U.HOUSE COLLEGE STATION, LTD.
LbTS! 1 6, BLOCK 6A &LOTS 12-22, BLOCK 6
VOL. 383 PG. 389
'I: ( ZONING: R-6
3 PROPOSED DWARF
EXISTING TREE, TO ; _ _ :I ( YAUPON HOLLY
REMAIN \ '
ROPOSED 5'
EXISTING R.O.W. LINE -1Z) I: CONCRETE SIDEWALK,
PRIVATE .
EXISTING SIDEWALK
SOUTHWEST PARKWAY
(APPROX. 100' R.O.W.)
LANDSCAPE PLAN
LANDSCAPE CALCULATIONS:
EFFECTED AREA = 463 SF
LANDSCAPE POINTS REQUIRED = 30
LANDSCAPE POINTS PROPOSED = 70
-NAME TYPE SIZE QUANTITY POINT VALUE TOTAL POINTS
DWARF YAUPON SHRUB 5 GAL. 7 10 70
HOLLY
r-....__. . _ --
GENERAL NOTES:
1. PROJECT:
I
HUNTER'S POINT BUS STOP
1809 YELLOWHOUSE CIRCLE
COLLEGE STATION, TX 77840
N
mN�~
�. U) 0
I- O
Zoo<
LEGAL DESCRIPTION: Q = W
HUNTER'S POINT APARTMENTS, L: TS 1-6, B OCK 6A, LOTS 12-22, BLOCK 6, W
SOUTHWOOD #5 J
U O =
OWNER: u)U) O
1806 YELLOWHOUSE PARTNERS, I, LC J
P.O. BOX 17205 m
RICHMOND, VA 23226 .,
MANAGEMENT/AGENT: r
• I
THE OLDHAM GOODWIN GROUP, I.LC Z C�
809 UNIVERSITY DR. E., STE. 101A �"-
COLLEGE STATION, TX 77840 O
(979) 268-2000
ENGINEER:
JEREMY PETERS, P.E. RE V
THE OLDHAM GOODWIN GROUP, I LC
IEWED rum
..4E
809 UNIVERSITY DR. E., STE. 101A COWAPIJAW"
COLLEGE STATION, TX 77840
(979) 268-2000 ! APR 1 1610
i
SITE AREA: t '� i.{. _AA
TOTAL. 5.95 AC.
EFFECTED: 463 SF
2. THIS PROPERTY DOES NOT LIE IN TH 100 YEAR FLOOD PLAIN ACCORDING TO
F.I.R.M. MAP NO.48041C0182C, DATED: (,7-02-92.
3. EXISTING CONDITIONS BASED ON DI(: ITIZED' AL A/ACSM LAND TITLE SURVEY
OF THE PROPERTY, DATED 11/26/02, BY SOUTH T XAS SURVEYING ASSOCIATES,
INC. ACTUAL FIELD CONDITIONS TO BE VERIF1 D RIOR TO COMMENECEMENT
OF CONSTRUCTION.
4. PROJECT CONSISTS OF CONSTRUCT ON OF A WOOD BUS STOP STRUCTURE
AND ASSOCIATED CONCRETE SIDEWAL <S AS I;SHOWN.
5. CONTRACTOR TO VERIFY EXISTING �1 ONDII ON S PRIOR TO COMMENCEMENT
OF CONSTRUCTION,
6. CONTRACTOR TO OBTAIN ALL NECE% SARY PEF PE'MITS AND APPROVALS FROM
11 1
LANDSCAPE NOTES: THE CITY OF COLLEGE STATION.
1. ALL EFFECTED TERRAIN TO BE SEEDED WITH APPROPRIATE SEED MIX. 7. CONTRACTOR TO HAVE ALL UNDERGI OUND UTILITIES MARKED PRIOR TO
CONSTRUCTION.
2. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROK ( O LOOSi'iE), OR A PERENNIAL GRASS IS
REQUIRED IN PARKING LOT ISLANDS, SWALES, AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS- F - WAY AND 8. TRAFFIC IMPACT ANALYSIS IS NOT RI QUIRED.
ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. �'
9. EXTERIOR BUILDING AND SITE.LIGHT G WIC' L MEET THE STANDARDS OF
3. ALL PROPOSED LANDSCAPING SHALL BE IRRIGATED. SECTION 7.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE
SHALL NOT PROJECT BELOW AN OPAQI 1E HO SI� G AND NO FIXTURE SHALL
4. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER APRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE DIRECTLY PROJECT LIGHT HORIZONTAL LY. FI TU RES WILL BE MOUNTED IN SUCH
BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW. DEVICE, AND INSTALLED AS PERCITY ORDINANCE 2394. A MANNERTHAT THE PROJECTED CON OF L PHT DOES NOT CROSS ANY Q
0 PROPERTY LINE.
5. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394.
SITE: -
1. ALL CONCRETE SHALL BE 3,000 P.S.I. 1� •'O
2. REINFORCING WILL BE #3 REBAR AT 2" CE TE S, EACH WAY. Il-.
00
3. MAINTAIN EXISTING GRADES.
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DATE: 3/5/2010
PROJ: BUS STOP
PAGE:
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. I
#3 DOWEL, 12" O.C. EXTEND 8" IN EXISTING
SIDEWALK, SET WITH EPDXY. SLEEVE END FOR
PROPOSED SIDEWALK. olol
DIMENSIONS PER PLAN—
A
3 REBAR, MAX. 12" O.C.E.W.
#3 REBAR, MAX. 12" O.C.E.V\
A—I
411
EXISTING SIDEWALK/ 3,000 P.S.I. CONCRETE, BROOM FINISH,—"Z 3,000. P.S.I. CONCRETE, BROOM FINISH,
COLOR TO MATCH EXISTING COLOR TO MATCH EXISTING
INSTALL FIBER—BOARD EXPANSION JOINT CONCRETE CONCRETE
SIDEWALK CONNECTION DETAIL SIDEWALK SECTION
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: BEANCHORED
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2.5' O�
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SILT FENCE AND/OR - SLOPE
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LIGN FENCE
USED IN AREAS OF ALONG
SLOPE, CONTOURS.
DRAINAGE FLOW.
W
DIRECTION OF FLOW
NATURAL GROUND...
-:::i — ------
4"
4"
4"X4" MIN. TRENCH
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SILT FENCE AS S EMB
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B/CS UNIFIED
DETAII
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Good e, Texas �e.
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