HomeMy WebLinkAboutDrawings0 0
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0
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Holleman Drive
CY)
00
1011 Eleanor
0
Now or Former6v
Eunice F W ri
Lot 15 & 16, B16ck 7
Hrdftka Subdivision
0
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00.
Ex. Power Po
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CIM ap
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0 _J
Proposed 6' Cedar
JP l7oncing.
4" Sanitary Sewer Line 0)
3/4" Water Line 6' Sidewalk.Ramp (typ)
I.. ter F
A,
6 6. b
-..,.315.05
14
WS7- WS�- ws-
W WS 3/4W -3/ S -3 3
3/ S 3/4WS 4WS 4� S
0
L Se�er
rn
-4S-
6-aend
4S
ine
/0 Property U
0
__7
..Ex. Gas Line
G
Water Line w/Size
Ex.
Co 6S
Ex..*Sewer Line, w/Size
OE OE Ex. Ov rhead Electric Line
QC 'Existing Contour Ulne
40.yu
BtL
SITE PLAN NOTES,
Ex. Mailbox (to e relocate
d)
Co 1. Current Zoning: PDD
;d.bl
W.A. TARROW PARK
2. Proposed* Use: Community Service Center
409. Holleman
(Lincoln Cen ter)
NO w or Former6e Gross Squ re Footage (Heated): 2,016 SF
City of College Station
St. Uatthis Baptist Church
3. Water and '3
Z75 Acre out of
'Lots 9 & 10, Block 3 Water Demands: Fixture Count 11
0
Max 10 gpm Min 0 gprh
Hndlicka Subdivision
Crawford Burnett surv;e
Y:
Irrigation Max 20 gpm
Sewer Demands 1,440 gpd, (Max)
Cn
4. This development will utilize a residential style trash can for solid
Co
te, pick-up.
was
5. All medians shall be a minimum of 180 SF for single parking row.
islands and 360 SF for double parking row islands.
6. According to the FEMA Flood Insurance Rate Maps for Brazos County,,
Texas and Incorporated Areas, Map Numbers' 48041CO144 C
effective July 2, 1992, this property is not located in a 1 00 -year
Ln
flood hazard area.
7/- '7 T7 W9_ 9
-7 ORIGIN C.F.BEARING-- SSTEM: learin- s shown on this plot bre based
-83 1
on Texas State Coordinates, Central Zone, NAD d
00 d 6' Cedar F
00 Propose encing
No. 220.
0"K. with the position of the City of College S ation 1994 GPS Control
k� 0% 40,11, Ply', Av6yL 0 Monument -
Northing: 10205298.597
Easting: 3557971.339
8. Existing ground contours on. this tract are obta ined from.the City of
�T College Station's 2005 aen I map I
a ping.
0 9. All signs shall Oe*.permitted separately.
Co 10. This, building will not contain a fire sprinkler system.
All roof and ground mounted mechanical equipment shall be sc ene
Ex. 28' Street re
fro view or isolated so as not to be visible frorn any public right of
0 'thin 150' of the, subject, lot, measured
403 Holleman 405 Hol way or residential, district wi
401 Holleman lemon from a point five feet above grade. Such screening shall be'.
Now or Forrne& Now or Former&, A(ow or Forrner6e coordinated with the building architecture and scaled to maintain a
Eunice E Williams Jason, LoFollette & IoAnn Turner, unified appearance.
Randall Robets Lot 11, Block 3
Lot 13, Block 3 Site lighting will meet the standards' of Section .7.10 of the UDO. . The
0 ot 12, Block 3 Hrdlicka Subdivision
Hrdlicka Subdivision L light source shall not project below an opaque housing and no fixture
Hrdlicka Subdivision
-,-Ex. Fire Hydra nt G) shall directly project, light horizontally. Fixtures will be mounted in
a manner that the projected cone of light does. not cross any
property line.
3. Decorative lighting shall be permitted on the structure.
REVIEWEDF R
0
14' Abbreviations:
c Utility Easement
COMPLIAPME
P.U.E. Publi
Public Access Easement
P.A.E.
AUG 2 9 2011
TYPE "D" EXPANSION JOINT. AUG 2 �4 0
ELEV. T/C ELEV. + 3"
EXISTING CURB & GUTTER
TO BE REMOVED COLLEGE SIATION
�EEP I RISOE P ERTT_ oMATCH FL OF' Op ENGINEERIN
SITE -P-.,"- N R W
G NSTRUCTION NOTES:
EXISTING GUTTER
b' SCALE: Hor: I It shall be the responsibility of the Contractor to. verify the
3- exact location of all exisring underground utilities.
01 VMT.
EXISTING P
10, Furthermore, the Contractor shall contact all utility Company
0 5 2 6
representatives a minimum of 48 hours In advance of any
.
T:.
�3"
Contact Dig Tess 6 1-800 n344-8377
EXISTING BASE WAY APRO DRIVE N SHALL BE
Contact 811
6!' (28 -DAY CONCRETE*
STRENGTH -� 4000 p9l):W/#4
�2.. In lieu of using the construction mateeials indicated in these
DEFORMED Tit 13AR
BARS 0 18" O.b.E.W. ASPHALT
Val from. the
R, plans, the Contractor shall obtain written appro
#4 X 18" D.C.
LANDSCAPE NOTES SHALL BE ALLOWED ON OPEN
FOR TYING NEW owner for any substitution.
*-the responsibility of the contractor to utilize whatever
1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTING MUST BE APPROVED BY CITY AND CONCRETE TO EXISTING DITCHED STREET SECTIONS s
3
ONLY.. it I
ANSTALLED BY A CERTIFIED INSTALLER PRIOR TO ISSUE OF CERTIFICATE OF OCCUPANCY. CONCRETE PAVEMENT techniqu' ary, to prevent erosion. from this
construction.
2. ALL IRRIGATION SYSTEMS MUST BE PROTECTED BY EITHER A PRESSURE VACCUM BREAKERREAKER
ONLY
M
E RE PRINCIPLE BACK FLOW DEVICE OR A DBL -CHECK BACK 'V1 -NCY1
FLOW DEVICE. , ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION, 5. All soil exposed by construction. shall, receive Cellulose Fiber
5ECTION A -A
AS PER CITY ORDINANCE #094.
% 1. 1 . . Mulch Seeding within 14 days of final grading.
-.3. CONTRACTOR IS RESPONSIBLE FOR FINAL QUANTITIES AS PER DRAWINGS AND SPECIFICATIONS. ANY
.7. All parking
QUANTITIES PROVIDED ARE FOR GENERAL LAYOUT PURPOSES AND SHOULD NOT BE CONSIDERED. l be White in
ABSOLUTE. accordance with the latest edition of the.Texas MUTCD.
6"
ALL LANDSCAPE MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROCEDURES ESTABLISHED
IN THE CURRENT ADDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AS PUBLISHED BY THE
#4 Bar
AMERICAN ASSOCIATION OF NURSERYMEN.
ALL PLANTING (TREES, SHRUBS, GROUNDCOVERAND/ 3 R
OR GRASS TO BE GUARANTEED FOR ONE YEAR NSION� JOINT
TYPE G" EXPA
AFTER FINAL ACCEPTANCE.
IT
5. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK OR A PERENNIAL GRASS.
PROPERTY LINE
ME
IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK. :E PLAN
#4 Bars 18" O.0
M12*',_
RIGHTS -OF -;-WAY AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
6n
..6. ALL LANDSCAPE MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT PLANTING 51 � I v; �
VARIES varies
Air, VIR
RROCEDURES ESTABLISHED IN THE MOST RECENT ADDITION OF The American Sta Stock
AS PUBLISHED BY THE AMERICAN ASSOCIATION OF. NURSERYMEN. RETURN CURB TO HAVE S
MAINTAIN 2% MAX
A ROLL FA as Plan)
7. ROUNDCOVER, DECORATIVE PAVING. DECORATIVE
10OX COVERAGE OF G Rock (NOT LOOSE). OR A PERENNIAL CROSS SLOPE CE DIMINISHING
AT RADIUS POINT;
GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK,
TYPE "b AMBULATORY RAMP
N 4
USE,
RIGHS-OF-WAY.'AND ADJACENT PROPERTY DISTURBED DURING' CONSTRUCTION.
/7 REMOVE CURB NGITUDINAL SLOPE 1: 12. MAX. 6" Reinf. Class "A"
0
gf, xg',
6
THRU RAMP JOINT g ,
ConC. Pvmt. w/#4 Bars
-7
.18 C.E.W.
T7) L
LANDSCAPEREQUIREMENTS BUFFER* PLANTINGS. H'�"Rgl 0 0
SIDEWALK--L.1-
HO-Ar Jud
NEAT
4 NEAT- CU
I f-1 -7 . I A ]/A /,-n
SAW C6T\\ �7 r
Z U/V//VU L.11".
To
0.245 Acres
A
TYPE: G NEAT EXISTING CURB & GUTTER
EXPANSION JOINT SAW CUT :BE REMOVED - REPLACE STREET CK. J HRD� ICKA SU ION.
SURFACING AS NEEDED . �OT- 14, BL 0 6DIV,5
TYPICAL': 6'." RA SED CURB ATION,6RAZOS COUNTY: TL-XAS
5T
COLLEGL
& PAVEMENT DETAIL
COMMERCIALPRIVEWAY A/L Y, 2011
SCALE- 1' 10'.
DATE DETAIL NO.
BICS UNIFIED CITY OF. COLLEGE, STATION
OTY OF B?YAN JAN. 2009 STANI ST2-03 Owner. Prepared By:
Us Good UK Toin St9c
Brazos ley Community Service Center McClure & Browne. Engineering/Surveying,. Inli
12011 Tyna Awaniia 4Z 4z+a )n,) i nnA w�m,4,r�.D nr . 45, ,,+. 1 ni
QTY.. .
POINT
VALUE
COMMON NAME
BOTANICAL NAME
SIZE
POINTS
7
5%
1150
�Uve Oak
Quarcus Virginia
2.5",
.750
3'
Indian Hawthorn
Rhophiolepis Indica
(new)
6.
10
Indian Hawthorn.
Rhaphiolepis Indica
5 gal.
60
Ex. Tree or Bush
TOTAL PROPOSED LANDSCAPING
810
STREETSCAPE:
POINTS PER PROJECT AREA:
40132 1.25 Canopy Trees 10.699.S.F.
x 300 Pts. 240 Pts..
7
10,699/100D 10.7
10.7 x 30 321'
TOTAL POINTS REQ'D = 321 + 240 561
Z U/V//VU L.11".
To
0.245 Acres
A
TYPE: G NEAT EXISTING CURB & GUTTER
EXPANSION JOINT SAW CUT :BE REMOVED - REPLACE STREET CK. J HRD� ICKA SU ION.
SURFACING AS NEEDED . �OT- 14, BL 0 6DIV,5
TYPICAL': 6'." RA SED CURB ATION,6RAZOS COUNTY: TL-XAS
5T
COLLEGL
& PAVEMENT DETAIL
COMMERCIALPRIVEWAY A/L Y, 2011
SCALE- 1' 10'.
DATE DETAIL NO.
BICS UNIFIED CITY OF. COLLEGE, STATION
OTY OF B?YAN JAN. 2009 STANI ST2-03 Owner. Prepared By:
Us Good UK Toin St9c
Brazos ley Community Service Center McClure & Browne. Engineering/Surveying,. Inli
12011 Tyna Awaniia 4Z 4z+a )n,) i nnA w�m,4,r�.D nr . 45, ,,+. 1 ni
OTY.
SPACING
COMMON NAME
BOTANICAL NAME
SIZE
7
25'
Live Oak
Quercus Virginia
2.5"
0
50
3'
Indian Hawthorn
Rhophiolepis Indica
5 'gal..
Z U/V//VU L.11".
To
0.245 Acres
A
TYPE: G NEAT EXISTING CURB & GUTTER
EXPANSION JOINT SAW CUT :BE REMOVED - REPLACE STREET CK. J HRD� ICKA SU ION.
SURFACING AS NEEDED . �OT- 14, BL 0 6DIV,5
TYPICAL': 6'." RA SED CURB ATION,6RAZOS COUNTY: TL-XAS
5T
COLLEGL
& PAVEMENT DETAIL
COMMERCIALPRIVEWAY A/L Y, 2011
SCALE- 1' 10'.
DATE DETAIL NO.
BICS UNIFIED CITY OF. COLLEGE, STATION
OTY OF B?YAN JAN. 2009 STANI ST2-03 Owner. Prepared By:
Us Good UK Toin St9c
Brazos ley Community Service Center McClure & Browne. Engineering/Surveying,. Inli
12011 Tyna Awaniia 4Z 4z+a )n,) i nnA w�m,4,r�.D nr . 45, ,,+. 1 ni
En
( I 47 I
I ( i
I` I 1
1
I � I
(n t c�
in 1
I i 1011 Eleanor
Now or Formerly
Eunice E. irIlliams
ILot 15 do 16, Block 7
Hrdlicka Subdivision
0) I i
in ,
LANDSCAPE NOTES
1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTING MUST BE APPROVED BY CiTY AND
INSTALLED BY A CERTIFIED INSTALLER PRIOR TO ISSUE OF CERTIFICATE OF OCCUPANCY.
2. ALL IRRIGATION SYSTEMS MUST BE PROTECTED BY EITHER A PRESSURE VACCUM BREAKERREAKER
A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE OR A DBL -CHECK BACK
FLOW DEVICE. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION
AS PER CiTY ORDINANCE #2394.
3. CONTRACTOR IS RESPONSIBLE FOR FINAL QUANTITIES AS PER DRAWINGS AND SPECIFICATIONS. ANY
QUANTITIES PROVIDED ARE FOR GENERAL LAYOUT PURPOSES AND SHOULD NOT BE CONSIDERED
ABSOLUTE.
4. ALL LANDSCAPE MATERIALS SHALL BE INSTALLED IN ACCORDANCE WiTH THE PROCEDURES ESTABLISHED
IN THE CURRENT ADDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AS PUBLISHED BY THE
AMERICAN ASSOCIATION OF NURSERYMEN.
ALL PLANTING (TREES, SHRUBS, GROUNDCOVER AND/OR GRASS TO BE GUARANTEED FOR ONE YEAR
AFTER FINAL ACCEPTANCE.
5. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK OR A PERENNIAL GRASS
IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK,
RIGHTS-OF-WAY AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
6. ALL LANDSCAPE MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT PLANTING
PROCEDURES ESTABLISHED IN THE MOST RECENT ADDITION OF The American Standard for Nursery Stock.
AS PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN.
7. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL
GRASS IS AR IN REQUIRED Q PARKING LOT ISLANDS SWALES AND DRAINAGE AREAS E PARKING TNG LOT SETBACK
RIGHS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
LANDSCAPE SCAPE REQUIREMENTS
BUFFED PLANTINGS
401 Holleman
Now or Formerly I /
Eunice E Williams
Lot 13, Block 3 I
Hrdlicka Subdivision I
I I
I (
I I
• t
I
QTY.
POINT
VALUE
COMMON NAME
BOTANICAL NAME
SIZE
POINTS
7
5
150
u(naw) k
Quercus Virginia
2.5"
750
3'
Indian Hawthorn
Rhaphlolepie Indica
5 gal.
6
10
Indian Hawthorn
Rhaphiolepis Indica
5 gal.
60
Ex. Tree or Bush
TOTAL PROPOSED LANDSCAPING
BID
STREETSCAPE:
POINTS PER PROJECT AREA-
REA40132
40/32= 1.25 Canopy Trees 10.699 S.F.
/
40/50 x 300 PLs. = 240 Pts.
10,69911000 = 10.7
10.7 x 30 = 321
TOTAL POINTS REQ'D = 321 +240 = 561
BUFFED PLANTINGS
401 Holleman
Now or Formerly I /
Eunice E Williams
Lot 13, Block 3 I
Hrdlicka Subdivision I
I I
I (
I I
• t
I
SITE - - -- P_ -[A- N
SCALE: Nor. 1" = 10'
0 5' 10' 20'
II
403 Holleman
Now or Formerly
Jason LoFollette &
Randall Roberts
Lot 12, Block 3
Hrdlicka Subdivision
EXISTING CURB do GUTTER
TO BE REMOVED
MATCH FL OF -\
EXISTING GUTTER \
EXISTING PVMT.
EXISTING BASE
Q.,Y.
SPACING
COMMON NAME
BOTANICAL NAME
SIZE
0
7
25'
Live Oak
Quercus Virginia
2.5"
0
50
3'
Indian Hawthorn
Rhaphlolepie Indica
5 gal.
SITE - - -- P_ -[A- N
SCALE: Nor. 1" = 10'
0 5' 10' 20'
II
403 Holleman
Now or Formerly
Jason LoFollette &
Randall Roberts
Lot 12, Block 3
Hrdlicka Subdivision
EXISTING CURB do GUTTER
TO BE REMOVED
MATCH FL OF -\
EXISTING GUTTER \
EXISTING PVMT.
EXISTING BASE
TYPE 'D" EXPANSION JOINT.
ELEV. - T/C ELEV. + 3"
DEFORMED IIE BAR
X14 X 18" O.C.
FOR TYING NEW
CONCRETE TO EXISTING
CONCRETE PAVEMENT
ONLY
SECTION A -A
DRIVEWAY APRON SHALL BE
6" (28 -DAY CONCRETE
STRENGTH - 4000 psi) W/#4
BARS 0 18" O.C.E.W. ASPHALT
APRONS W/O CURB do GUTTER
SHALL BE ALLOWED ON OPEN
DITCHED STREET SECTIONS
ONLY.
A TYPE "G" EXPANSION JOINT
- - - PROPERTY UNE
VAI IIES
*MAINTAIN 29 MAX RETURN CURB TO HAVE
i CROSS SLOPE A ROLL FACE DIMINISHING
AT RADIUS POINT.
/-TYPE 'D" AMBULATORY RAMP
REMOVE
-CURB
/ LONGITUDINAL SLOPE 1:12 MAX.JOT
SIDEWALK --yam
NEAT NEAT
SAW CUT SAW CUT
41111,01111/1 r
TYPE "G' A NEAT EXISTING CURB & GUTTER TO
EXPANSION JOINT SAW CUT BE REMOVED - REPLACE STREET
SURFACING AS NEEDED
COMMERCIAL DRIVEWAY
ONE -7
OEiAIL No. �L�
QTY of BtYAN JANS BICS UNIFIED CITY of CotJJsc> STenoN
.2009
,� �,,, �„� „a , STANDARD DETAIL. ST2.03
409 Holleman
Now or Formerly
SS. Motthis Baptist church
Lots 9 & 10, Block 3
Hrdlicka Subdivision
I
405 Holleman
Now or Formerly t
✓a4nn Tamer i
Lot 11, Block 3 I I
Hrdlicka Subdivision
I
I
I
I
6"
#4 Bar -1/2"
3"R
#4 Bare 0 18" O.C.
�\ 6"
7. 3"R varies
(See Plan)
6" Reinf. Class "A"
60
Conc. Pvmt. w/#4 Bars
0 18 O.C.E.W.
24" 6"-•Stabiliied
Subgrade.
TYPICAL 6" RAISED CURB
PAVEMENT DETAIL
X�l
000v
s�
Vicinity Map
Legend
Property Line
- G Ex. Gas Line
8W- Ex. Water Line w/Size
6S Ex. Sewer Line w/Size
0E OE Ex. Overhead Electric Line
-Rea-- Existing Contour Line
1. Current Zoning: PDD
2. Proposed Use: Community Service Center
Gross Square Footage (Heated): 2,016 SF
3. Water and Sanitary Demands
Water Demands: Fixture Count = 11
Max = 10 gpm Min = 0 gpm
Irrigation Max = 20 gpm
Sewer Demands = 1.440 gpd (max)
4. This development will utilize a residential style trash can for solid
waste pick-up.
5. All medians shall be a minimum of 180 SF for single parking row
islands and 360 SF for double parking row islands.
6. According to !he FEMA Flood Insurance Rate Maps for Brazos County,
Texas and Incorporated Areas. Map Numbers 48041 CO144 C
effective July 2, 1992, this property is not located in a 100 -year
flood hazard area.
7. ORIGIN OF BEARING SYSTEM: Bearings shown on this plat are based
on Texas State Coordinates, Central Zone, NAD -83 in accordance
- with the position of the City of College Station 1994 GPS Control
Monument No. 220.
Northing: 10205298.597
Easting: 3557971.339
8. Existing ground contours on this tract are obtained from the City of
College Station's 2005 aerial mapping.
9. All signs shall be permitted separately.
10. This building will not contain a fire sprinkler system.
11. All roof and ground mounted mechanical equipment shall be screened
fro view or isolated so as not to be visible from any public right of
way or residential district within 150' of the subject lot, measured
from a point five feet above grade. Such screening shall be
coordinated with the building architecture and scaled to maintain a
unified appearance.
12. Site lighting will meet the standards of Section 7.10 of the UDO. The
light source shall not project below an opaque housing and no fixture
shall directly project light horizontally. Fixtures will be mounted in
such a manner that the projected cone of light does not cross any
property line.
13. Decorative lighting shall be permitted on the structure.
14, Abbreviations:
P.U.E. - Public Utility Easement
P.A.E. - Public Access Easement
GYRAL CONSTRUCTION NOTES:
1. It shall be the responsibility of the Contractor to verify the
exact location of all existing underground utilities.
Furthermore. the Contractor shall contact all utility company
representatives a minimum of 48 hours in advance of any
excavation.
Contact Dig Tess 0 1-800-344-8377
Contact 811
2. In lieu of using the construction materials indicated in these
plans, the Contractor shall obtain written approval from the
owner for any substitution.
3. it is the responsibility of the contractor to utilize whatever
techniques that are necessary to prevent erosion from this
construction.
5. All soil exposed by construction shall receive Cellulose Fiber
Mulch Seeding within 14 days of final grading.
7. All parking space pavement markings shall be white in
accordance with the latest edition of the Texas MUTCD.
SITE PLAN
7VCOLN HOUSE
OF HOPE
PD ZONING DISTRICT
0.245 Acres
LOT 14, BLOCK 3 HRDLICKA SUBDIVISION
COLLEGE STATION, BRAZOS COUNTY, TEXAS
XL Y 2011
SCALE 1 " = 10'
Owner. Prepared Bv:
Brazos Valley Community Service Center McClure & Browne Engineering/Surveying, Inc,
2911 Texas Avenue S., Ste 202 1008 Woodcreek Dr., Suite 103
College Station, TX 77845 College Station, Texas 77845
(979) 693-8148 (979) 693-3838 If=
10000191-OD2-SP
/
TYPE 'D" EXPANSION JOINT.
ELEV. - T/C ELEV. + 3"
DEFORMED IIE BAR
X14 X 18" O.C.
FOR TYING NEW
CONCRETE TO EXISTING
CONCRETE PAVEMENT
ONLY
SECTION A -A
DRIVEWAY APRON SHALL BE
6" (28 -DAY CONCRETE
STRENGTH - 4000 psi) W/#4
BARS 0 18" O.C.E.W. ASPHALT
APRONS W/O CURB do GUTTER
SHALL BE ALLOWED ON OPEN
DITCHED STREET SECTIONS
ONLY.
A TYPE "G" EXPANSION JOINT
- - - PROPERTY UNE
VAI IIES
*MAINTAIN 29 MAX RETURN CURB TO HAVE
i CROSS SLOPE A ROLL FACE DIMINISHING
AT RADIUS POINT.
/-TYPE 'D" AMBULATORY RAMP
REMOVE
-CURB
/ LONGITUDINAL SLOPE 1:12 MAX.JOT
SIDEWALK --yam
NEAT NEAT
SAW CUT SAW CUT
41111,01111/1 r
TYPE "G' A NEAT EXISTING CURB & GUTTER TO
EXPANSION JOINT SAW CUT BE REMOVED - REPLACE STREET
SURFACING AS NEEDED
COMMERCIAL DRIVEWAY
ONE -7
OEiAIL No. �L�
QTY of BtYAN JANS BICS UNIFIED CITY of CotJJsc> STenoN
.2009
,� �,,, �„� „a , STANDARD DETAIL. ST2.03
409 Holleman
Now or Formerly
SS. Motthis Baptist church
Lots 9 & 10, Block 3
Hrdlicka Subdivision
I
405 Holleman
Now or Formerly t
✓a4nn Tamer i
Lot 11, Block 3 I I
Hrdlicka Subdivision
I
I
I
I
6"
#4 Bar -1/2"
3"R
#4 Bare 0 18" O.C.
�\ 6"
7. 3"R varies
(See Plan)
6" Reinf. Class "A"
60
Conc. Pvmt. w/#4 Bars
0 18 O.C.E.W.
24" 6"-•Stabiliied
Subgrade.
TYPICAL 6" RAISED CURB
PAVEMENT DETAIL
X�l
000v
s�
Vicinity Map
Legend
Property Line
- G Ex. Gas Line
8W- Ex. Water Line w/Size
6S Ex. Sewer Line w/Size
0E OE Ex. Overhead Electric Line
-Rea-- Existing Contour Line
1. Current Zoning: PDD
2. Proposed Use: Community Service Center
Gross Square Footage (Heated): 2,016 SF
3. Water and Sanitary Demands
Water Demands: Fixture Count = 11
Max = 10 gpm Min = 0 gpm
Irrigation Max = 20 gpm
Sewer Demands = 1.440 gpd (max)
4. This development will utilize a residential style trash can for solid
waste pick-up.
5. All medians shall be a minimum of 180 SF for single parking row
islands and 360 SF for double parking row islands.
6. According to !he FEMA Flood Insurance Rate Maps for Brazos County,
Texas and Incorporated Areas. Map Numbers 48041 CO144 C
effective July 2, 1992, this property is not located in a 100 -year
flood hazard area.
7. ORIGIN OF BEARING SYSTEM: Bearings shown on this plat are based
on Texas State Coordinates, Central Zone, NAD -83 in accordance
- with the position of the City of College Station 1994 GPS Control
Monument No. 220.
Northing: 10205298.597
Easting: 3557971.339
8. Existing ground contours on this tract are obtained from the City of
College Station's 2005 aerial mapping.
9. All signs shall be permitted separately.
10. This building will not contain a fire sprinkler system.
11. All roof and ground mounted mechanical equipment shall be screened
fro view or isolated so as not to be visible from any public right of
way or residential district within 150' of the subject lot, measured
from a point five feet above grade. Such screening shall be
coordinated with the building architecture and scaled to maintain a
unified appearance.
12. Site lighting will meet the standards of Section 7.10 of the UDO. The
light source shall not project below an opaque housing and no fixture
shall directly project light horizontally. Fixtures will be mounted in
such a manner that the projected cone of light does not cross any
property line.
13. Decorative lighting shall be permitted on the structure.
14, Abbreviations:
P.U.E. - Public Utility Easement
P.A.E. - Public Access Easement
GYRAL CONSTRUCTION NOTES:
1. It shall be the responsibility of the Contractor to verify the
exact location of all existing underground utilities.
Furthermore. the Contractor shall contact all utility company
representatives a minimum of 48 hours in advance of any
excavation.
Contact Dig Tess 0 1-800-344-8377
Contact 811
2. In lieu of using the construction materials indicated in these
plans, the Contractor shall obtain written approval from the
owner for any substitution.
3. it is the responsibility of the contractor to utilize whatever
techniques that are necessary to prevent erosion from this
construction.
5. All soil exposed by construction shall receive Cellulose Fiber
Mulch Seeding within 14 days of final grading.
7. All parking space pavement markings shall be white in
accordance with the latest edition of the Texas MUTCD.
SITE PLAN
7VCOLN HOUSE
OF HOPE
PD ZONING DISTRICT
0.245 Acres
LOT 14, BLOCK 3 HRDLICKA SUBDIVISION
COLLEGE STATION, BRAZOS COUNTY, TEXAS
XL Y 2011
SCALE 1 " = 10'
Owner. Prepared Bv:
Brazos Valley Community Service Center McClure & Browne Engineering/Surveying, Inc,
2911 Texas Avenue S., Ste 202 1008 Woodcreek Dr., Suite 103
College Station, TX 77845 College Station, Texas 77845
(979) 693-8148 (979) 693-3838 If=
10000191-OD2-SP
LANDSCAPE NOTES
1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTING MUST BE APPROVED BY CITY AND
INSTALLED BY A CERTIFIED INSTALLER PRIOR TO ISSUE OF CERTIFICATE OF OCCUPANCY.
2. ALL IRRIGATION SYSTEMS MUST BE PROTECTED BY EITHER A PRESSURE VACCUM BREAKERREAKER
A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE OR A DBL -CHECK BACK
FLOW DEVICE. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION
AS PER CITY ORDINANCE #2394.
3. CONTRACTOR IS RESPONSIBLE FOR FINAL QUANTITIES AS PER DRAWINGS AND SPECIFICATIONS. ANY
QUANTITIES PROVIDED ARE FOR GENERAL LAYOUT PURPOSES AND SHOULD NOT BE CONSIDERED
ABSOLUTE.
4. ALL LANDSCAPE MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROCEDURES ESTABLISHED
IN THE CURRENT ADDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK. AS PUBLISHED BY THE
AMERICAN ASSOCIATION OF NURSERYMEN.
ALL PLANTING (TREES, SHRUBS, GROUNDCOVER AND/OR GRASS TO BE GUARANTEED FOR ONE YEAR
AFTER FINAL ACCEPTANCE.
5. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK OR A PERENNIAL GRASS
IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK,
RIGHTS-OF-WAY AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
6. ALL LANDSCAPE MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT PLANTING
PROCEDURES ESTABLISHED IN THE MOST RECENT ADDITION OF The American Standard for Nursery Stock.
AS PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN.
i PERENNIAL
RA ROCK (NOT LOOSE). OR R NNIAL
COVERAGE OF GROUNDCOVER DECORATIVE PAVING DECORATIVE 7. 100X ).
GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS THE PARKING LOT SETBACK
D DURING CONSTRUCTION.
G S OF WAY AND ADJACENT PROPERTY ISTURBED
RI H
LANDSCAPE REQUIREMENTS
BUFFER PLANTINGS
QTY.
POINT
VALUE
COMMON NAME
BOTANICAL NAME
SIZE
POINTS
`y�
5
150
Live Oak
Quercus Virglnio
2.5'
750
,r„y..
Indian Hawthorn
Rhaphlolepie Indica
(new)
0
6
10
Indian Hawthorn
Rhophiolepie Indica
5 gal.
60
_T
Ex. Tree or Bush
TOTAL PROPOSED LANDSCAPING
810
STREETSCAPE:
POINTS PER PROJECT AREA
40132
o1.25 Canopy Trees 10,699 S.F.
40150 x
300 Pis. = 240 Pts.
10,69911000 = 10.7
10.7 x 30 = 321
TOTAL POINTS READ = 321 + 240 = 561
BUFFER PLANTINGS
,SITE--• PLAN
SCALE: Hor. 1" = 10'
0 5' 10' 20'
1011 Eleanor
Now or Formerly
Eunice E. Williams
Lot 15 & 16, Block 7
Hrdlicka Subdivision
403 Holleman
Now or Formerly
Jason LaFo/%tte &
Randa// Roberts
Lot 12, Block 3
Hrd/icko Subdivision
EXISTING CURB & GUTTER
TO BE REMOVED
MATCH FL OF -\
I EXISTING GUTTER \
EXISTING PVMT.
EXISTING BASE
*MAINTAIN 2% MAX
CROSS SLOPE
SIDEWALK -i,,..
NEATSAW CUT
Q.n,.
SPACING
COMMON NAME
BOTANICAL NAME
SIZE
7
25'
Live Oak
Quercus Virginia
2.5'
I
50
3'
Indian Hawthorn
Rhaphlolepie Indica
5 gal.
,SITE--• PLAN
SCALE: Hor. 1" = 10'
0 5' 10' 20'
1011 Eleanor
Now or Formerly
Eunice E. Williams
Lot 15 & 16, Block 7
Hrdlicka Subdivision
403 Holleman
Now or Formerly
Jason LaFo/%tte &
Randa// Roberts
Lot 12, Block 3
Hrd/icko Subdivision
EXISTING CURB & GUTTER
TO BE REMOVED
MATCH FL OF -\
I EXISTING GUTTER \
EXISTING PVMT.
EXISTING BASE
*MAINTAIN 2% MAX
CROSS SLOPE
SIDEWALK -i,,..
NEATSAW CUT
ELEV. =TYPE T/ELEV. EXPANSION INT.
3"
DEFORMED TIE BAR
#4X18' O.C.
FOR TYING NEW
CONCRETE TO EXISTING
CONCRETE PAVEMENT
ONLY
SEC110 A -A
TYPE 'G"
EXPANSION JOINT
0
DRIVEWAY APRON SHALL BE
6- (28 -DAY CONCRETE
STRENGTH = 4000 psi) W/#4
BARS D 18' O.C.E.W. ASPHALT
APRONS W/O CURB & GUTTER
SHALL BE ALLOWED ON OPEN
DITCHED STREET SECTIONS
ONLY.
TYPE "D'
REMOVE -CURB
LONG17UDINA
1HRU RAMP
JOINT
A ---j NEAT
SAW CUT
TYPE 'G' EXPANSION JOINT
PROPERTY LINE
RETURN CURB TO HAVE
A ROLL FACE DIMINISHING
AT RADIUS POINT.
/- L Y RAMP
L SLOPE 1:12 MAX.
AMBULATORY
NEAT
SAW CL
EXISTING CURB & GUTTER TO
BE REMOVED - REPLACE STREET
SURFACING AS NEEDED
COMMERCIAL DRIVEWAY
fl oA1E oEun. No. ��!���
BICS UNIFIED CnY of CauEG:ST�noN
CITY OF MYAN JAN. 2009 STANDARD DETAIL ST2-03
7M �
,ux n= S*L
BI'T'E'
Vicinity Map
Vg "•
4. ��� unkjZ.� Legend
�f
ti } 4i ` <<,• k r Property Line
G Ex. Gas Line
8W- Ex. Water Line w/Size
1 �F
�� Ex. Sewer Line w/Size �
0E OE- Ex. Overhead Electric Line
ti r� -'2ee Existing Contour Line
s,is Q
20.90
ry4D 139L
SITE PLAN NOTES:
1. Current Zoning: PDD
409 Holleman2. Proposed Use: Community Service Center
Now or Formerly Gross Square Footage (Heated): 2,016 SF
Si! Matthis Baptist Church 3. Water and Sanitary Demands
Water Demands: Fixture Count = 11
Lots 9 r4 f0, Block 3 - Max 10 gpm Min = 0 gpm
fj Hrd/icka Subdivision -
pm
Sewer Demands 201,440 g d (max)
. , • � � � � 4. This development will utilize a residential style trash can for solid
waste pick-up.
5. All medians shall be a minimum of 180 SF for single parking row
islands and 360 SF for double parking row islands.
6. According to '. he FEMA Flood Insurance Rate Maps for Brazos County,
\ Texas and Incorporated Areas, Map Numbers 48041 CO144 C
o effective July 2, 1992, this property is not located in a 100 -year
flood hazard area.
\ 7. ORIGIN OF BEARING SYSTEM: Bearings shown on this plat are based
--on Texas -State Coordinates, Central Zone, NAD -83 in accordance
with the position of, the .City of College Station 1994 GPS , Control
Monument No. 220.
Northing: 10205298.597
Easting: 3557971.339
V_C�7,m
8. Existing ground contours on this tract are obtained from the City of
College Station's 2005 aerial mapping.
9. All signs shall be permitted separately.
i n`'Oen�'f60,�, 10. This budding will not contain a fire sprinkler system.
?2p 11. All roof and ground mounted mechanical equipment shall be screened
fro view or isolated so as not to be visible from any public right of
way or residential district within 150' of the subject lot, measured
405 Hollemanfrom a point five feet above grade. Such screening shall be
Now or Formerly l coordinated with the building architecture and scaled to maintain a
✓a4nn Tumer unified appearance.
Lot 11, Block 3 I 12. Site lighting will meet the standards of Section 7.10 of the UDO. The
Hrd/icko Subdivision light source shall not project below an opaque housing and no fixture
shall directly project light horizontally. Fixtures will be mounted in
such a manner that the projected cone of light does not cross any
property line.
13. Decorative lighting shall be permitted on the structure.
I 14. Abbreviations:
I P.U.E. - Public Utility Easement
I P.A.E. - Public Access Easement
6r
#4 Bar -1/2-
3"R /2"3"R
#4 Bars 0 18" O.C.
6"
3"R Varies
4-D
(See Plan)
'.i
1 r
6 ei f. Class A
R in
r
6 `•`' Conc. Pvmt. w/#4 Bars
0 18r O.C.E.W.
24' ' 6"..-StabilIzed
Subgrad e.
TYPICAL 6" RAISED CURB.
PAVEMENT DETAIL
GENERAL CONSTRUCTION NOTES:
1. It shall be the responsibility of the Contractor to verify the
exact location of all existing underground utilities.
Furthermore, the Contractor shall contact all utility company
representatives a minimum of 48 hours in advance of any
excavation.
Contact big Tess ® 1-800-344-8377
Contact 811
2. In lieu of using the construction materials indicated in these
plans, the Contractor shall obtain written approval from the
owner for any substitution.
3. It is the responsibility of the contractor to utilize whatever
techniques that are necessary to prevent erosion from this
construction.
5. All soil exposed by construction shall receive Cellulose Fiber
Mulch Seeding within 14 days of final grading.
7. All parking space pavement markings shall be white in
accordance with the latest edition of the Texas MUTCD.
SITE PLAN
LINCOLN HO USE
OF HOPE
PD ZONING DISTRICT
0.245 Acres
LOT 14, BLOCK 3 HRDLICKA SUBDIVISION
COLLEGE STATION, BRAZOS COUNTY, TEXAS
JUL Y 2011
SCALE.• 1 = 10'
Owner Pr$pared Bv:
Brazos Valley Community Service Center McClure &Browne Engineering/Surveying,
2911 Texas Avenue S., Ste 202 1008 Woodcreek Dr., Suite 103
College) Station, TX 77845 College Station, Texas 77845�1
(979) 693-8148 (979) 693-3838 1 " Lt�,..
10000181
/
ELEV. =TYPE T/ELEV. EXPANSION INT.
3"
DEFORMED TIE BAR
#4X18' O.C.
FOR TYING NEW
CONCRETE TO EXISTING
CONCRETE PAVEMENT
ONLY
SEC110 A -A
TYPE 'G"
EXPANSION JOINT
0
DRIVEWAY APRON SHALL BE
6- (28 -DAY CONCRETE
STRENGTH = 4000 psi) W/#4
BARS D 18' O.C.E.W. ASPHALT
APRONS W/O CURB & GUTTER
SHALL BE ALLOWED ON OPEN
DITCHED STREET SECTIONS
ONLY.
TYPE "D'
REMOVE -CURB
LONG17UDINA
1HRU RAMP
JOINT
A ---j NEAT
SAW CUT
TYPE 'G' EXPANSION JOINT
PROPERTY LINE
RETURN CURB TO HAVE
A ROLL FACE DIMINISHING
AT RADIUS POINT.
/- L Y RAMP
L SLOPE 1:12 MAX.
AMBULATORY
NEAT
SAW CL
EXISTING CURB & GUTTER TO
BE REMOVED - REPLACE STREET
SURFACING AS NEEDED
COMMERCIAL DRIVEWAY
fl oA1E oEun. No. ��!���
BICS UNIFIED CnY of CauEG:ST�noN
CITY OF MYAN JAN. 2009 STANDARD DETAIL ST2-03
7M �
,ux n= S*L
BI'T'E'
Vicinity Map
Vg "•
4. ��� unkjZ.� Legend
�f
ti } 4i ` <<,• k r Property Line
G Ex. Gas Line
8W- Ex. Water Line w/Size
1 �F
�� Ex. Sewer Line w/Size �
0E OE- Ex. Overhead Electric Line
ti r� -'2ee Existing Contour Line
s,is Q
20.90
ry4D 139L
SITE PLAN NOTES:
1. Current Zoning: PDD
409 Holleman2. Proposed Use: Community Service Center
Now or Formerly Gross Square Footage (Heated): 2,016 SF
Si! Matthis Baptist Church 3. Water and Sanitary Demands
Water Demands: Fixture Count = 11
Lots 9 r4 f0, Block 3 - Max 10 gpm Min = 0 gpm
fj Hrd/icka Subdivision -
pm
Sewer Demands 201,440 g d (max)
. , • � � � � 4. This development will utilize a residential style trash can for solid
waste pick-up.
5. All medians shall be a minimum of 180 SF for single parking row
islands and 360 SF for double parking row islands.
6. According to '. he FEMA Flood Insurance Rate Maps for Brazos County,
\ Texas and Incorporated Areas, Map Numbers 48041 CO144 C
o effective July 2, 1992, this property is not located in a 100 -year
flood hazard area.
\ 7. ORIGIN OF BEARING SYSTEM: Bearings shown on this plat are based
--on Texas -State Coordinates, Central Zone, NAD -83 in accordance
with the position of, the .City of College Station 1994 GPS , Control
Monument No. 220.
Northing: 10205298.597
Easting: 3557971.339
V_C�7,m
8. Existing ground contours on this tract are obtained from the City of
College Station's 2005 aerial mapping.
9. All signs shall be permitted separately.
i n`'Oen�'f60,�, 10. This budding will not contain a fire sprinkler system.
?2p 11. All roof and ground mounted mechanical equipment shall be screened
fro view or isolated so as not to be visible from any public right of
way or residential district within 150' of the subject lot, measured
405 Hollemanfrom a point five feet above grade. Such screening shall be
Now or Formerly l coordinated with the building architecture and scaled to maintain a
✓a4nn Tumer unified appearance.
Lot 11, Block 3 I 12. Site lighting will meet the standards of Section 7.10 of the UDO. The
Hrd/icko Subdivision light source shall not project below an opaque housing and no fixture
shall directly project light horizontally. Fixtures will be mounted in
such a manner that the projected cone of light does not cross any
property line.
13. Decorative lighting shall be permitted on the structure.
I 14. Abbreviations:
I P.U.E. - Public Utility Easement
I P.A.E. - Public Access Easement
6r
#4 Bar -1/2-
3"R /2"3"R
#4 Bars 0 18" O.C.
6"
3"R Varies
4-D
(See Plan)
'.i
1 r
6 ei f. Class A
R in
r
6 `•`' Conc. Pvmt. w/#4 Bars
0 18r O.C.E.W.
24' ' 6"..-StabilIzed
Subgrad e.
TYPICAL 6" RAISED CURB.
PAVEMENT DETAIL
GENERAL CONSTRUCTION NOTES:
1. It shall be the responsibility of the Contractor to verify the
exact location of all existing underground utilities.
Furthermore, the Contractor shall contact all utility company
representatives a minimum of 48 hours in advance of any
excavation.
Contact big Tess ® 1-800-344-8377
Contact 811
2. In lieu of using the construction materials indicated in these
plans, the Contractor shall obtain written approval from the
owner for any substitution.
3. It is the responsibility of the contractor to utilize whatever
techniques that are necessary to prevent erosion from this
construction.
5. All soil exposed by construction shall receive Cellulose Fiber
Mulch Seeding within 14 days of final grading.
7. All parking space pavement markings shall be white in
accordance with the latest edition of the Texas MUTCD.
SITE PLAN
LINCOLN HO USE
OF HOPE
PD ZONING DISTRICT
0.245 Acres
LOT 14, BLOCK 3 HRDLICKA SUBDIVISION
COLLEGE STATION, BRAZOS COUNTY, TEXAS
JUL Y 2011
SCALE.• 1 = 10'
Owner Pr$pared Bv:
Brazos Valley Community Service Center McClure &Browne Engineering/Surveying,
2911 Texas Avenue S., Ste 202 1008 Woodcreek Dr., Suite 103
College) Station, TX 77845 College Station, Texas 77845�1
(979) 693-8148 (979) 693-3838 1 " Lt�,..
10000181
I I
W.A. TARROW PARK
(Lincoln Center) I
City of College Station I
7.75 Acre out of I
Crawford Burnett Survey ! ,
LANDSCAPE NOTES
1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTING MUST BE APPROVED BY CITY AND
INSTALLED BY A CERTIFIED INSTALLER PRIOR TO ISSUE OF CERTIFICATE OF OCCUPANCY.
2. ALL IRRIGATION SYSTEMS MUST BE PROTECTED BY EITHER A PRESSURE VACCUM BREAKERREAKER
A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE OR A DBL -CHECK BACK
FLOW DEVICE. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION
AS PER CITY ORDINANCE #2394.
3. CONTRACTOR IS RESPONSIBLE FOR FINAL QUANTITIES AS PER DRAWINGS AND SPECIFICATIONS. ANY
QUANTITIES PROVIDED ARE FOR GENERAL LAYOUT PURPOSES AND SHOULD NOT BE CONSIDERED
ABSOLUTE.
4. ALL LANDSCAPE MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROCEDURES ESTABLISHED
IN THE CURRENT ADDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK. AS PUBLISHED BY THE
AMERICAN ASSOCIATION OF NURSERYMEN.
ALL PLANTING (TREES. SHRUBS, GROUNDCOVER AND/OR GRASS TO BE GUARANTEED FOR ONE YEAR
AFTER FINAL ACCEPTANCE.
5. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK OR A PERENNIAL GRASS
IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK,
RIGHTS-OF-WAY AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
6. ALL LANDSCAPE MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT PLANTING
PROCEDURES ESTABLISHED IN THE MOST RECENT ADDITION OF The American Standard for Nursery Stock.
AS PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN.
7. 100% COVERAGE OF GROUNDCOVER DECORATIVE PAVLNG. DECORATIVE ROCK(NOTLOOSE), OR A PERENNIAL
NNIAL
GRASS IS REQUIRED IN PARKING LOT ISLANDS SWALES AND DRAINAGE AREAS THE PARKING LOT SETBACK,
RIGHS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
LANDSCAPE REQUIREMENTS
BUFFER PLANTINGS
QTY.
POINT
VALUE
COMMON NAME
BOTANICAL NAME
SIZE
POINTS
`.�
0
5
150
Live Oak
Quercus Virginia
2.5"
750
}.v.
Indian Hawthom
Rhophlolepie Indico
(new)
6
10
Indian Hawthorn
Rhaphiolepie Indica
5 gal.
60
Ex. Tree or Bush
TOTAL PROPOSED LANDSCAPING
810
STREETSCAPE:
POINTS PER PROJECTAREA:
40132 = 1.25 Canopy Trees 10,699 S.F.
40150 x 300 Pts. = 240 Pts.
10,69911000 = 10.7
10.7 x 30 = 321
TOTAL POINTS REQ'D = 321 + 240 = 561
BUFFER PLANTINGS
SITE ---- P_LA_ N
SCALE: Hor. 1" = 10'
05' 10' 20'
loll Eleanor
Now or Formerly
Eunice E. Williams
Lot 15 do 16, Block 7
Hrdlicka Subdivision
gus noasman
Now or Formerly
Jason LoFollette &
Randall Roberts
Lot 12, Block 3
Hrdlicka Subdivision
EXISTING CURB & GUTTER
TO SE REMOVED
MATCH FL OF --\
EXISTING GUTTER \
EXISTING PVMT.
EXISTING BASE
TYPE 'D" EXPANSION JOINT. 7
ELEV. = T/C ELEV. + 3'
DEFORMED TIE BAR
#4X18'O.C.
FOR TYING NEW
CONCRETE TO EXISTING
CONCRETE PAVEMENT
ONLY
_ 1 • kWTWI
DRIVEWAY APRON SHALL BE
6' (28 -DAY CONCRETE
STRENGTH = 4000 psi) W/#4
BARS. m 18" O.C.E.W. ASPHALT
APRONS W/O CURB & GUTTER
SHALL BE ALLOWED ON OPEN
DITCHED STREET SECTIONS
ONLY.
A TYPE 'G" EXPANSION JOINT
- - _ PROPERTY UNE
VAI IIES
*MAINTAIN 2R MAX RETURN CURB TO HAVE
CROSS SLOPE A AT
ROLLR FACE DIMINISHING
T ADIUS POINT.
TYPE 'D" AMBULATORY RAMP
REMOVE -CURB LONGITUDINAL SLOPE 1:12 MAX.
THRU RAMP JOINT
SIDEWALK --i,,,,
NEAT NEAT
SAW CUT SAW CUT
TYPE "G' A NEAT EXISTING CURB & GUTTER TO
EXPANSION JOINT SAW CUT BE REMOVED - REPLACE STREET
SURFACING AS NEEDED
COMMERCIAL DRIVEWAY
fl DATE DETAIL N0.
SICS UNIFIED CITY of CLMSTATla1
QTY OF EkYAN JAN. 2009 STANDARD DETAIL ST2.03
IN Codd U1% lie 4¢a
M
rva nwianiui. •
Now or Formerly '
✓a4nn Tumer
Lot 11, Block 3 '
Hrdlicka Subdivision
� o -'v c
sty
Vicinity Map
Legend
Property Line
G Ex. Gas Line
8W- Ex. Water Line w/Size
6S Ex. Sewer Line w/Size
0E OE Ex. Overhead Electric Line
Existing Contour Line
SITE PLAN NOTES:
1. Current Zoning: PDD
409 Holleman 2. Proposed Use: Community Service Center
Now or Formerly Gross Square Footage (Heated): 2,016 SF
SL Motthis Baptist Church 3. Water and Sanitary Demands
Lots 9 & 10, Block 3 Water Demands: Fixture Count = 11
Hrdlicka Subdivision Max = 10 gpm Min = 0 gpm
Irrigation Max = 20 gpm
Sewer Demands = 1,440 gpd (max)
4. This development will utilize a residential style trash can for solid
waste pick-up.
5. All medians shall be a minimum of 180 SF for single parking row
islands and 360 SF for double parking row islands.
6. According- to !he FEMA Flood Insurance Rate Maps for Brazos County,
Texas- and Incorporated Areas, Map Numbers 48041 CO144 C
effective July 2, 1992. this property is not located in a 100 -year
- flood -hazard _ area -_.
7. ORIGIN OF -BEARING SYSTEM: Bearings shown on this plat are based
on Texas State Coordinates, Central Zone, NAD -83 in accordance
with the position of the City of College Station 1994 GPS Control
Monument No. 220.
Northing: 10205298.597
Easting: 3557971.339
S. Existing ground contours on this tract are obtained from the City of
College Station's 2005 aerial mapping.
9. All signs shall be permitted separately.
>0. 10. This building will not contain a fire sprinkler system.
?2o
11. frl roof o view or isolated sound o ased not to be mechanical v Visiblefromequipment many public right of
way or residential district within 150' of the subject lot, measured
j from a point five feet above grade. Such screening shall be
coordinated with the building architecture and scaled to maintain a
unified appearance.
12. Site lighting will meet the standards of Section 7.10 of the UDO. The
light source shall not project below an opaque housing and no fixture
shall directly project light horizontally. Fixtures will be mounted in
such a manner that the projected cone of light does not cross any
property line.
13. Decorative lighting shall be permitted on the structure.
14. Abbreviations:
P.U.E. - Public Utility Easement
P.A.E. - Public Access Easement
6"
#4 Bar 1/2"
3"R
. ` :.' .•,,: #4 Bars 0 18" O.C.
6"
3"R varies
(Sa Pian)
':Irr ia7 :"-' r
_ 6r rA Reinf. Class
60
Cone. Pvmt. w/#4 Bars
0 18r O.C.E.W.
24" 6" Stabilized
Subgrode
TYPICAL 6" RAISED CURB
& PAVEMENT DETAIL
GENERAL CONSTRUCTION NOTES:
1. It shall be the responsibility of the Contractor to verify the
exact location of all existing underground utilities.
Furthermore, the Contractor shall contact all utility company
representatives a minimum of 48 hours in advance of any
excavation.
Contact Dig Tess 0 1-800-344-8377
Contact 811
2. In lieu of using the construction materials indicated in these
plans, the Contractor shall obtain written approval from the
owner for any substitution.
3. It is the responsibility of the contractor to utilize whatever
techniques that are necessary to prevent erosion from this
construction.
5. All soil exposed by construction shall receive Cellulose Fiber
Mulch Seeding within 14 days of final grading.
7. All parking space pavement markings shall be white in
accordance with the latest edition of the Texas MUTCD.
SITE PLAN
LINCOLN HO USE
OF H__ O -PE
PD ZONING DISTRICT
0.245 Acres
LOT 14, BLOCK 3 HRDLICKA SUBDIVISION
COLLEGE STATION, BRAZOS COUNTY, TEXAS
rIUL Y 2011
SCALE l' = 10'
Owner. Prepared Bv:
Brazos Valley Community Service Center McClure & Browne Engineering/Surveying,
2911 Texas Avenue S., Ste 202 1008 Woodcreek Dr., Suite 103
College Station, TX 77845 College Station, Texas 77845
(979) 693-8148 (979) 693-3838 GE„
Qn,,
SPACING
COMMON NAME
BOTANICAL NAME
SIZE
0
7
25'
Live Oak
Quercus Virginia
2.5"
0
50
3'
Indian Hawthom
Rhophlolepie Indico
5 gol.
SITE ---- P_LA_ N
SCALE: Hor. 1" = 10'
05' 10' 20'
loll Eleanor
Now or Formerly
Eunice E. Williams
Lot 15 do 16, Block 7
Hrdlicka Subdivision
gus noasman
Now or Formerly
Jason LoFollette &
Randall Roberts
Lot 12, Block 3
Hrdlicka Subdivision
EXISTING CURB & GUTTER
TO SE REMOVED
MATCH FL OF --\
EXISTING GUTTER \
EXISTING PVMT.
EXISTING BASE
TYPE 'D" EXPANSION JOINT. 7
ELEV. = T/C ELEV. + 3'
DEFORMED TIE BAR
#4X18'O.C.
FOR TYING NEW
CONCRETE TO EXISTING
CONCRETE PAVEMENT
ONLY
_ 1 • kWTWI
DRIVEWAY APRON SHALL BE
6' (28 -DAY CONCRETE
STRENGTH = 4000 psi) W/#4
BARS. m 18" O.C.E.W. ASPHALT
APRONS W/O CURB & GUTTER
SHALL BE ALLOWED ON OPEN
DITCHED STREET SECTIONS
ONLY.
A TYPE 'G" EXPANSION JOINT
- - _ PROPERTY UNE
VAI IIES
*MAINTAIN 2R MAX RETURN CURB TO HAVE
CROSS SLOPE A AT
ROLLR FACE DIMINISHING
T ADIUS POINT.
TYPE 'D" AMBULATORY RAMP
REMOVE -CURB LONGITUDINAL SLOPE 1:12 MAX.
THRU RAMP JOINT
SIDEWALK --i,,,,
NEAT NEAT
SAW CUT SAW CUT
TYPE "G' A NEAT EXISTING CURB & GUTTER TO
EXPANSION JOINT SAW CUT BE REMOVED - REPLACE STREET
SURFACING AS NEEDED
COMMERCIAL DRIVEWAY
fl DATE DETAIL N0.
SICS UNIFIED CITY of CLMSTATla1
QTY OF EkYAN JAN. 2009 STANDARD DETAIL ST2.03
IN Codd U1% lie 4¢a
M
rva nwianiui. •
Now or Formerly '
✓a4nn Tumer
Lot 11, Block 3 '
Hrdlicka Subdivision
� o -'v c
sty
Vicinity Map
Legend
Property Line
G Ex. Gas Line
8W- Ex. Water Line w/Size
6S Ex. Sewer Line w/Size
0E OE Ex. Overhead Electric Line
Existing Contour Line
SITE PLAN NOTES:
1. Current Zoning: PDD
409 Holleman 2. Proposed Use: Community Service Center
Now or Formerly Gross Square Footage (Heated): 2,016 SF
SL Motthis Baptist Church 3. Water and Sanitary Demands
Lots 9 & 10, Block 3 Water Demands: Fixture Count = 11
Hrdlicka Subdivision Max = 10 gpm Min = 0 gpm
Irrigation Max = 20 gpm
Sewer Demands = 1,440 gpd (max)
4. This development will utilize a residential style trash can for solid
waste pick-up.
5. All medians shall be a minimum of 180 SF for single parking row
islands and 360 SF for double parking row islands.
6. According- to !he FEMA Flood Insurance Rate Maps for Brazos County,
Texas- and Incorporated Areas, Map Numbers 48041 CO144 C
effective July 2, 1992. this property is not located in a 100 -year
- flood -hazard _ area -_.
7. ORIGIN OF -BEARING SYSTEM: Bearings shown on this plat are based
on Texas State Coordinates, Central Zone, NAD -83 in accordance
with the position of the City of College Station 1994 GPS Control
Monument No. 220.
Northing: 10205298.597
Easting: 3557971.339
S. Existing ground contours on this tract are obtained from the City of
College Station's 2005 aerial mapping.
9. All signs shall be permitted separately.
>0. 10. This building will not contain a fire sprinkler system.
?2o
11. frl roof o view or isolated sound o ased not to be mechanical v Visiblefromequipment many public right of
way or residential district within 150' of the subject lot, measured
j from a point five feet above grade. Such screening shall be
coordinated with the building architecture and scaled to maintain a
unified appearance.
12. Site lighting will meet the standards of Section 7.10 of the UDO. The
light source shall not project below an opaque housing and no fixture
shall directly project light horizontally. Fixtures will be mounted in
such a manner that the projected cone of light does not cross any
property line.
13. Decorative lighting shall be permitted on the structure.
14. Abbreviations:
P.U.E. - Public Utility Easement
P.A.E. - Public Access Easement
6"
#4 Bar 1/2"
3"R
. ` :.' .•,,: #4 Bars 0 18" O.C.
6"
3"R varies
(Sa Pian)
':Irr ia7 :"-' r
_ 6r rA Reinf. Class
60
Cone. Pvmt. w/#4 Bars
0 18r O.C.E.W.
24" 6" Stabilized
Subgrode
TYPICAL 6" RAISED CURB
& PAVEMENT DETAIL
GENERAL CONSTRUCTION NOTES:
1. It shall be the responsibility of the Contractor to verify the
exact location of all existing underground utilities.
Furthermore, the Contractor shall contact all utility company
representatives a minimum of 48 hours in advance of any
excavation.
Contact Dig Tess 0 1-800-344-8377
Contact 811
2. In lieu of using the construction materials indicated in these
plans, the Contractor shall obtain written approval from the
owner for any substitution.
3. It is the responsibility of the contractor to utilize whatever
techniques that are necessary to prevent erosion from this
construction.
5. All soil exposed by construction shall receive Cellulose Fiber
Mulch Seeding within 14 days of final grading.
7. All parking space pavement markings shall be white in
accordance with the latest edition of the Texas MUTCD.
SITE PLAN
LINCOLN HO USE
OF H__ O -PE
PD ZONING DISTRICT
0.245 Acres
LOT 14, BLOCK 3 HRDLICKA SUBDIVISION
COLLEGE STATION, BRAZOS COUNTY, TEXAS
rIUL Y 2011
SCALE l' = 10'
Owner. Prepared Bv:
Brazos Valley Community Service Center McClure & Browne Engineering/Surveying,
2911 Texas Avenue S., Ste 202 1008 Woodcreek Dr., Suite 103
College Station, TX 77845 College Station, Texas 77845
(979) 693-8148 (979) 693-3838 GE„
�IIE,0.245 Acres
i
..E
E,EE,�!E,E,,EEEEEEEEEE,EEEE
1NEAT—/I I
TYPE G A EXISTING CURB &GUTTER TO
EXPANSION JOINT
SAW CUT BE REMOVED — REPLACE STREET
LOT 14 BLOCK 3 HRDL/CKA SUBD/I/ISION
SURFACING AS NEEDED:. , i
TYPICAL 6" RAISED CURB
COLLEGE STATION, BRAZOS COUNTY, TEXAS
PAVEMENT DETAIL
COMMERCIAL DRIVEWAY
JUL Y 20»
SCALE 1 " = 10'
DATEDETAL Na.
B/CS UNIFIED CITY of CouSGESTAMON
0 Preark ed Bv.
Q1Y OF tHYAN caner•
JAN. 2009 STANDARD DETAIL
Tn. o.oa Tera. sr e. ST2 03:
uro, A
Brazos Valley Community Service Center McClure &Browne En ineenn Surve in 'Inc:
:. Y Y 9 9� Y 9•
2911 Texas Avenue S. Ste 202 1008 Woodcreek Dr., Suite 103
College Station Texas 77845
- College Station TX 77845 g
979
693-8148 979 693-3838
c ) c ) SEE
10000191-002—SPEIN
I
Q1Y'
POINT
VALUE
COMMON NAME
BOTANICAL NAME
SIZE
POINTS
0
5
150
Live Oak
Quercus Virginia
2.5" ,
750
new
0
6
10
Indian Hawthorn
Rhaphiolepis Indica
5 gal.
60
TOTAL PROPOSED LANDSCAPING
810
STREETSCAPE:
POINTS PER PROJECT AREA:
40/32= 1.25 Canopy Trees 10,699 S.F.
40/50 x 300 Pts. = 240 Pts:
10,699/1000 = 10.7
10.7 x 30 = 321
TOTAL POINTS REQ'D = 321 +240 o,561
�IIE,0.245 Acres
i
..E
E,EE,�!E,E,,EEEEEEEEEE,EEEE
1NEAT—/I I
TYPE G A EXISTING CURB &GUTTER TO
EXPANSION JOINT
SAW CUT BE REMOVED — REPLACE STREET
LOT 14 BLOCK 3 HRDL/CKA SUBD/I/ISION
SURFACING AS NEEDED:. , i
TYPICAL 6" RAISED CURB
COLLEGE STATION, BRAZOS COUNTY, TEXAS
PAVEMENT DETAIL
COMMERCIAL DRIVEWAY
JUL Y 20»
SCALE 1 " = 10'
DATEDETAL Na.
B/CS UNIFIED CITY of CouSGESTAMON
0 Preark ed Bv.
Q1Y OF tHYAN caner•
JAN. 2009 STANDARD DETAIL
Tn. o.oa Tera. sr e. ST2 03:
uro, A
Brazos Valley Community Service Center McClure &Browne En ineenn Surve in 'Inc:
:. Y Y 9 9� Y 9•
2911 Texas Avenue S. Ste 202 1008 Woodcreek Dr., Suite 103
College Station Texas 77845
- College Station TX 77845 g
979
693-8148 979 693-3838
c ) c ) SEE
10000191-002—SPEIN
I
-1 ■ I I I i 1 ,! I I d 4 (I _ _--�—F^ f . -_ 1___ ::: _ __ _ a; .. `-\ I I I . / __ ; _ _ _ __ _ . I 1751 -1 i, -- 1 Inc
" OUI
Y DroDerty IS not located In a 100 vear. I ! ■ I
_. ' _ _ v,v....., ..anu vvnunun.� .,c,vwc Vc11�c1 MC:VIUIFoc �IUWnCGn rneenn Y 9
2911 Texas Avenue S., Ste 202 1008 Woodcreek Dr., Suite 103
College Station, TX 77845 College Station, Texas 77845
(979) 693'8148 (979) 693-3838
n 91-002-SPME
QT,
POINT VALUE
COMMON NAME
BOTANICAL NAME
SIZE
POINTS
SITE PSN
5.
150
Live Oak
(new)
SCALE: Hor: 1" `_ 10'
_ 0 5, 10' 20•
2.5"
750
Q
6
10
Indian Hawthorn
LANDSCAPE NOTES
5 gal.
60
1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTING MUST BE APPROVED BY CITY AND
810
STREETSCAPE:
POINTS PER PROJECT AREA:
INSTALLED BY A CERTIFIED INSTALLER PRIOR TO ISSUE OF CERTIFICATE OF OCCUPANCY. -
2.: ALL IRRIGATION SYSTEMS MUST BE PROTECTED BY EITHER A PRESSURE VACCUM BREAKERREAKER
40/32 = 1.25 Canopy Trees 10,699 S.F.
40/50 x 300 Pts. = 240 Pts.
A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE OR A DBL -CHECK BACK
10.7x30 = 321
FLOW DEVICE. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION
TOTAL POINTS REQ'D = 321 + 240 = 561
AS PER CITY ORDINANCE #2394.
3. CONTRACTOR IS RESPONSIBLE FOR FINAL QUANTITIES AS PER DRAWINGS AND SPECIFICATIONS. ANY
QUANTITIES PROVIDED ARE FOR GENERAL LAYOUT PURPOSES AND SHOULD. NOT BE CONSIDERED -
..
ABSOLUTE.
-4. ALL LANDSCAPE MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROCEDURES ESTABLISHED
IN THE CURRENT ADDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AS PUBLISHED BY THE
AMERICAN ASSOCIATION OF NURSERYMEN:
_
ALL PLANTING (TREES, SHRUBS, GROUNDCOVER AND/OR GRASS TO BE GUARANTEED FOR ONE YEAR
AFTER FINAL ACCEPTANCE.
5. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK OR A PERENNIAL GRASS
IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK,
RIGHTS-OF-WAY AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
6. ALL LANDSCAPE MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT PLANTING
PROCEDURES ESTABLISHED IN THE MOST RECENT ADDITION OF The American Standard for Nurser/ Stock
-
AS PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN.
7.. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERENNIAL
GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK,
RIGHS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
LANDSCAPE REQUIREMENTS
_. ' _ _ v,v....., ..anu vvnunun.� .,c,vwc Vc11�c1 MC:VIUIFoc �IUWnCGn rneenn Y 9
2911 Texas Avenue S., Ste 202 1008 Woodcreek Dr., Suite 103
College Station, TX 77845 College Station, Texas 77845
(979) 693'8148 (979) 693-3838
n 91-002-SPME
QT,
POINT VALUE
COMMON NAME
BOTANICAL NAME
SIZE
POINTS
�r0
5.
150
Live Oak
(new)
Quercus Virginia
2.5"
750
Q
6
10
Indian Hawthorn
Rhaphiolepis Indica
5 gal.
60
TOTALPROPOSED LANDSCAPING
810
STREETSCAPE:
POINTS PER PROJECT AREA:
40/32 = 1.25 Canopy Trees 10,699 S.F.
40/50 x 300 Pts. = 240 Pts.
10,699/1000 = 10.7
10.7x30 = 321
TOTAL POINTS REQ'D = 321 + 240 = 561
_. ' _ _ v,v....., ..anu vvnunun.� .,c,vwc Vc11�c1 MC:VIUIFoc �IUWnCGn rneenn Y 9
2911 Texas Avenue S., Ste 202 1008 Woodcreek Dr., Suite 103
College Station, TX 77845 College Station, Texas 77845
(979) 693'8148 (979) 693-3838
n 91-002-SPME
10000191 -002 -SP ■
QTY
POINT
VALUE
COMMON NAME
-
BOTANICAL NAME
SIZE
POINTS
5
150
Live Oak
Quercus Virginia"
2.5"
750 .
(new)
(
6
10
Indian Hawthorn
Rhaphioiepis Indica
5 gal.
60
TOTAL PROPOSED LANDSCAPING
810
STREETSCAPE
POINTS PER PROJECT AREA:
40/32
= 1.25 Canopy Trees 10,699 S.F.
40/50 x 300 Pts.
= 240 Pts.
10,699/1000 = 10.7
10.7x30 = 321
TOTAL POINTS REQ'D = 321 + 240 = 561
10000191 -002 -SP ■
`QTY.
POINT
VALUE
COMMON NAME
BOTANICAL NAME -
SIZE
POINTS
0
4
150
Live Oak
Quercus Virginia
2.5
600'
(new) .'
Q
6
10
Indian Hawthorn
Rhaphiolepis Indica
5 gal.
60
TOTAL PROPOSED LANDSCAPING
660
STREETSCAPE: `
POINTS PER PROJECT AREA:
40/32 = .1.25 Canopy Trees, 10,699 S.F. -
40/50 x 300 Pts. = 240 Pts.
10,699/1000 = 10.7 '
10.7x30 = 321
TOTAL POINTS REQ'D = 321 + 240 = 561