HomeMy WebLinkAboutDrawingsPROJECT BENCHMARK: "X" FOUND IN CONCRETE DRIVEWAY AT THE RIDGE APTS
ELEV = 294.29, X=4760.54, Y=5643.29
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LOT 6 17-1 171 M Im
I BLOCK 3sly" '
0.229 ACRES �t l°m Zo tic
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SILT FEN C E SERVICE
SERVICE (TEP.)
4" SANITARY SEWER" WATERLINE
SERVICE (TYP.) SERVICE
ULOCK 4
0.136 ACRES
I
I 5' Flume & Curb Break
(Connect to northern parking lot)
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a 15 Side Street Setback
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AUTUMN CHASE LOOP i(50' RO
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rIL L616
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SILT
FENCE
R=20.00'
L=29.67'
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Existing Concrete
Partial Depth Saw Cut
Leave existing rebar of the to provide neat edge
removed concrete and tie it of existing concrete
to rebar of new concrete pavement
Proposed rebar Existing Rebar
77777/4-,77
e
CONNECT TO EXISTING CONCRETE DETAIL
NTS
mLM40 emnact-mdob Canvel".d�'q
PLOWED: 17 Apr 2003 -2.'16 pm
I
00
SITE PLAN
Scale. 1 =20'
""-i joining two or more "Silt Stop" Fences tie the
end posts together with :nylon cord.
Wooden or Metal Post,
Min 3' Length (1 1/2' exposed) ) Sift Fence,
*Silt Sto
P max 70' spacing or approved equal
Min. 24" Overall
Ground Line
Bury toe of Silt Fence 6" x 6" Trench
6" below proposed grade J- Compact trench
backfill to prevent
-ound Line Existing Soil "washout"
Existing Ground
-X SYMBOLX- SILT FENCE DETAILS
NIS
Curb inlet or Grate inlet
Fu
anning
Iu
6"
GENERAL CONSTRUCTION NOTES:
'p
511 UNIVERSITY DRIVE FAST
1. H shall be the responsibility of the Contractor to verify the exact location
+,A
PUN h DEUM SPIBMAUS'IS N
of ALL existing underground utilities. Furthermore, the Contractor shall contact
Pea Gravel filled Geotextile Bags
EDF rF\qh
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MiT 6" Height, Laid end to end
,1
all utility company representatives a minimum of 48 hours rs 'n advance of any
Y4
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excavation.
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NOTE: FOR INTERIM PERIODS OF
00
CONSTRUCTION, SILT FENCE PLACED
70 U0XF
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COMPLETELY AROUND BACK OF DRAINAGE
1
b. Contact Kimberly Winn A ONCOR. 774-2506
INLET IS RECOMMENDED.
INLET PROTECTION
C. Contact Mike Lavender* Cox Cable 846-2229
.9
O
Symbol
NTS
d. Contact Irma Gomez 0 BTU 821-5770
FROMM w0sa0aa6on-0CSAM
PLOWED: (" APr 2004 - 2:40 pm
Fu
anning
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VICINITY MAP
(Nor 70 SC&P
b
6"
GENERAL CONSTRUCTION NOTES:
'p
511 UNIVERSITY DRIVE FAST
1. H shall be the responsibility of the Contractor to verify the exact location
WILLME STA710K TX
PUN h DEUM SPIBMAUS'IS N
of ALL existing underground utilities. Furthermore, the Contractor shall contact
SITE FLANS *SIIBDIMISNIN
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all utility company representatives a minimum of 48 hours rs 'n advance of any
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excavation.
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a. Contact Dig Tess 0 1-800-344-8377
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b. Contact Kimberly Winn A ONCOR. 774-2506
12"
C. Contact Mike Lavender* Cox Cable 846-2229
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d. Contact Irma Gomez 0 BTU 821-5770
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f. Contact Union Pacific Resources 0 778-8525
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2. All construction shall be in accordance with the current City of College
�
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Water and Sewer Specifications. al inspection shall be performed by the staff
TYPE 3 CURB
of the City Engineer of C.S. All construction shall be coordincted with the City
of C.S. City Engineer.
FOR USE WITH CONCRETE PAVEMENT OR APRON
3. In lieu of using the construction materials indicated in these plans, the
NOT A SEPARATE PAY ITEM
NTS
Contractor shall obtain written approval from the City Engineer for any
E>tF3vuE:cm.2-u�a
substitution prior to Construction. Requests for changes should include product '
VICINITY MAP
(Nor 70 SC&P
b
6"
GENERAL CONSTRUCTION NOTES:
'p
511 UNIVERSITY DRIVE FAST
1. H shall be the responsibility of the Contractor to verify the exact location
WILLME STA710K TX
PUN h DEUM SPIBMAUS'IS N
of ALL existing underground utilities. Furthermore, the Contractor shall contact
SITE FLANS *SIIBDIMISNIN
www
EDF rF\qh
"� . sIL T4
*i
"
,
all utility company representatives a minimum of 48 hours rs 'n advance of any
Y4
IO m m
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a
excavation.
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00
a. Contact Dig Tess 0 1-800-344-8377
70 U0XF
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1
b. Contact Kimberly Winn A ONCOR. 774-2506
12"
C. Contact Mike Lavender* Cox Cable 846-2229
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d. Contact Irma Gomez 0 BTU 821-5770
M
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$ '
e. Contact Mitchell Gas 0 779-4460
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f. Contact Union Pacific Resources 0 778-8525
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2. All construction shall be in accordance with the current City of College
jf4 Bars 0 18" O.C.
Station (C.S.) Standard Specifications for Street Construction and City of C.S.
Water and Sewer Specifications. al inspection shall be performed by the staff
TYPE 3 CURB
of the City Engineer of C.S. All construction shall be coordincted with the City
of C.S. City Engineer.
FOR USE WITH CONCRETE PAVEMENT OR APRON
3. In lieu of using the construction materials indicated in these plans, the
NOT A SEPARATE PAY ITEM
NTS
Contractor shall obtain written approval from the City Engineer for any
E>tF3vuE:cm.2-u�a
substitution prior to Construction. Requests for changes should include product '
PLD1fED: N Det taw - ssD Pin
information and an engineers seal where applicable. The contractor shall be
financially responsible for the engineers time spent reviewing changes and
redesigning based on contractors requests.
4. Trench Safety Requirements shall be in accordance With O.S.HA Standard
29 CFR Part 1926 Subpart P. For general requirements, see Trench Safety
Sheet for details.
5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to
the specifications set out herein. Testing shall be provided by a certified
GU�
laboratory, at the Owners expense, to verify these standards. Any retesting due
to substandard work shall be at the expense of the Contractor. Structural
Q
J
areas sholl include all sidewalks and shall extend 5' beyond the curb lines of all
0
Saw cut to provide
G� 9
neat edge of existing
streets, alleys and parking areas.
6. H is the responsibility of the contractor to comply wdh all State and
Federal Regulations regarding construction activities near energized overhead
zi
power lines. additionally, the contractor shall coordinate all proposed work and
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procedures wdh the City of C.S. Electrical Division.
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7. al materials & labor not identified as a Separate Bid Item shall be
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• �„'
considered subsidiary to the item in which it is used. All materials and
,.
'
equipment shall be both furnished and installed unless otherwise noted.
1 `s
Of 04 Sheets
8. The Contractor must provide construction staking from the information
a..,.
Leave 15" of rebar of the
provide on these plans.
r
/ removed and tie, it to the
' exposed b construction shall receive atabifization 100% coverage
9. al call p° y �
*,S
.curb
rebar of the new curb.
of groundcover, decorative paving, decorative rock or 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.
CONNECT TO
e left open overnight if properly barricaded.
1D. Trenches may b p g p pefi
11. Adjustment Water Meters, Valvas, Manholes, Irrigation and any
EVS77NG CURB DETA/L
eSystems,
other Public or Private Utility, etc. are not separate pay items. The Price of
pay
the adjustment shall be subsidiary to the construction of Sewer Line, Force
NTS
Main, etc.
F1'aVAIEd"s
12. The contractor shall coordinate with Oncor, Cox Communications, BTU, and
PLOF ED: 16 Sep 2003 - 1130 am
-
Verizon to adjust the location of Existing facilities.
13. The contractor is responsible for traffic control. All traffic control must be
per TMUTCD and be approved by the engineer prior to implementation. This is
not a separate pay item.
14. No spoil areas are available on this site.
15. All roof and ground -mounted mechanical equipment shall be screened from
view or isolated so as not o be visible from any public right-of-way or
residential district within 150' of the subject lot, measured from a point five
•Id'
STORMWATER feet above grade. Such screening sholl be cot with the w mg
POLLUTIONPREVENTION PLAN uronitecture and scale to maintain a unified appearance.
GENERAL NOTES
GENERAL
1. All contractor vehicles, including employee's vehicles, shall pork within
the project site to minimize traffic on the public streets adjacent to the
work site entrance. Contractor will provide sufficient parking areas to
accommodate his vehicles. Any areas disturbed or destroyed by vehicular
parking will be repaired to original condition prior to completion of project
2. Contractors shall ensure that no dirt from the project accumulates in
the existing streets. If dirt or debris from the project site accumulotes on
adjacent streets, the contractor shall immediately clean those areas.
3. Contractor shall place erosion control protection at appropriate
downstream locations to minimize silt and debris from leaving the
construction site and entering the drainage system.
4. If required on the plans, the contractor shall maintain a vehicle wash
down area of sufficient size and in a location to facilitate cleaning his
vehicles prior to leaving the work site.
5. Once vegetation is well established contractor is responsible for removing
all temporary erosion control measures (i.e. silt fences, rock check dams,
etc.)
6. Structural controls shall be installed as soon after clearing as practical
and maintained in good working order until the site is stabilized.
7. Alternate structural controls may be utilized if approved by Engineer.
8. The contractor shall comply with the TCEQ STORM WATER DISCHARGE
PROGRAM and is responsible for completing and filing the appropriate forms.
SITE PLAN NOTES:
1. Name of Project: Autumn Chase Fourplex Phase 3
2. Legal Description: Lot 1R, Block 4, Autumn Cha
3. Owner. David Schuler ELEVATION
Spirit Custom Homes CERTIFICATEP.O. Box 305
Wellborn, TX 77881
4. Engineer. Mitchell & Morgan, L.L.P. C3 REQUIRED
511 University Drive East, Suite 204 C3 }l'
College Station, Texas 77840 E3 +2!
5. Toning: R-4
(979) 260-6963 E3 +V
6. Existing Use: Vacant Proposed Use: Fo rplex C3 44
7. Setbacks: Per City of College Station Ordinances NOT RFOUIRED
8. Site Area: 0.255 acres
9. Jointing Details will be provided by Owner.
PARKING REO'D:
2 - 2 BEDROOM UNITS 0 1.25 PARKING SP/BEDROOM = 05 PARKS
2 - 3 BEDROOM UNITS 0 1.0 PARKING SP/BEDROOM = 06 PARKS
TOTAL REO'D = 11 PARKS
PARKING PROVIDED = 11 PARKS
No portion of this site lies within the 100 -year floodplain per FEMA's
Flood Insurance Rate Map panel 48041CO144C.
Effective date: July 2, 1992.
REVIEWED FOR
COMPLIANCE COMF'LIAIVCCJl'qy
DEC 13 2006 DSC 1 S 2006do
\�
COLLEGE STATION
couaEa� srAnoN \U110ENf#INEERINQ DEVELOPMENT SUNICES
0T.979.2600.696S
F.979.260.3564
511 UNIVERSITY DRIVE FAST
SUITE 204
WILLME STA710K TX
PUN h DEUM SPIBMAUS'IS N
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HYDROLOGY • UDUDES
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PROJECT BENCHMARK: "X1. FOUND IN CONCRETE DRIVEWAY AT THE RIDGE APTS
ELEV = 294.29, X=4760.54, Y=5643.29
S 41 50'48"W
I
OT I I
LOT 2
P-PANI I SNI CTF:-INI I CURTIS N.
LOT 2
BLOCK
0.242 Acres
'LT
J A I-= - H n n i\.!
GRADING PLAN
SCALE:1 "=20'
a-55 s.
6 -SS xQc..._...__ 6-55 6-651®G
SC�
11 iWi 20 teat
GRADING LEGEND
00, 00
100.00
100.00
aEc
SS—
000.00 Proposed T/P
+ Elevation
T/P = Top of Pavement
Property Line
Existing Grade
Proposed Grade
Proposed Grade
Gas Lines
Electrical Lines
Sanitary Sewer Lines
Water Lines
xx,xxx Proposed T/C
Elevation
T/C = Top of Curb
i
NOTE:
CONTRACTOR SHALL ESTABLISH ALL FINISHED FLOOR ELEVATIONS
WITH A MINIMUM POSITIVE DRAINAGE SLOPE OF 5 % WITHIN THE
FIRST 10' (TEN FEET) AWAY FROM BUILDING PADS.
DEC 1 a 2006 ie
COLLOIGE STATION
ENGINEERING
INm4MtS0Y
79.260.6963
79.260.3564
DRIVE EASE
SlBiE 204
COLIEW STAMK TX
PIAN 4 OES" SPEMMM N
CNL ENGIEIEM • NYORAlM
HYDROLOGY • URLRES 0 SIMM
SRM PUNS • SUNNYISM
wrwinitetwOondmorommxwn
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VERONICA J.B. MOROM y
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PROJECT BENCHMARK: "X" FOUND IN CONCRETE DRIVEWAY AT THE RIDGE APTS
ELEV = 294.29, X=4760.54, Y=5643.29
ly"
A
LOT 6
I BLOCK 3
0.229 ACRES
----------
F
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GLOT7�.�
BLOCK 3
0.162 4kk
LOT 3
BLOCK 4
0.139 ACRES
Lw* ---- —
— rm i
LOT 2A
BLOCK 4 Ly
• 1.42 ACRES
LOT 2.0
BLOCK 4
0.162 ACR
u 6�
45 �
rivate Acce s •� ��"
& Pa king ser ent
OWL 101
2 3 4 5
In
—...— — — RIAB "
10' Private
Drainage
Easement
--- �
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Priv to
P Aa ess
Ig I ement
LOT 6
BLOCK 4
0.136 ACRES
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7 15' PUEZ,:�
LOT 1 R
AUTUMN CHASE LOOP (50'ROW)BLOCK'LOT 4B
ri000
1'
Q 6-5 a n�_SS : ®
0.189 ACRES u P.U.E.
O � •�6_SS® ®6_55® .�:
o $
C: 9 X17
M.10 18
L 0
11 119 I LOT 3A
co
BLOCK 3
Q 12 120 I c .0- 162 Acres
LOT 4A IN
13 21 g
BLOCK' 3
14 D•242 ACRES 67.23' Private Access & •122
v
Parking Easement
23' L y
�2 10' PU L S
--—
S 41`50'48"W
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I LOT 1 :'
LOT 2 LOT 3
FRANKLIN STEIN CURTIS N. ; JAE—NOON
' Zoning , AXEY JUN
;:IPmj 0649-shulerLOT3.4.5BLK31064M3.londsmpo.dwg,111120063:01:33 PM, 1:20
LOT 2
BLOCK 3
0.242 Acres
LANDSCAPE PLAN
SC071 =20'
i
Stscape:
(684.13' / 50) x,150 pts = 2,052
Points per project area:
Siie Area 57237.84 square feet
57237.84/1000 = 57.23784
- 57.23784 x 30 =1717.14
Total Landscape?oints Required: 3769
Total Landscape'''Points Proposed: 5680
Landscape Notes:
1) 100'16 coverage ofground cover, decorative paving decorative rock, or a perennial
groundcover in all parking lot islands, swales and drainage areas, the parking lot
setbaclr, right of ways, and adjacent property disturbed during construction
2)! Irrigation system shall provide 100.6 coverage for all lawn and ltmdscaped areas
COMPLIANCE
DEC 13 2006
COLLEGE STATION
DEVELOPMENT SE'R'VICE
T.979.260.6963
F.979.260.3564
511 UNN R8IIY ORNE EAST
Landseape Legend
sisal K 7X 776*
M &yDE�SIIGN�yS��10M N
/P, ppy
MR 4e1fi'irV .
.IALM 0
SAE RANS.S1M11111111SPIS
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to .–
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X
S
mbol
Size
Name & Type
Quantity
Point
Point
'
Value
fr
2.1-3.4
Water Oak
22
150
3300
0
V
(Quercus Nigra)
(New)
.. LQ j
Q
Q �
U� ac
Canopy Tree
� W
gz
1.25>
Crepe Myrtle
29
40
1160
O
(Lagmtroemia Indica)
(New)
Non – Cmopy Tree
' �
5 GaL
Indim Hawthorn
(Rap6iolepis Umbellata)
89
(New)
10
890
Shrub
5 Gal.
Wax -Leaf Liffistrual
33
10
330
Qj
(Ligust�
(New)
Shrub
i
Stscape:
(684.13' / 50) x,150 pts = 2,052
Points per project area:
Siie Area 57237.84 square feet
57237.84/1000 = 57.23784
- 57.23784 x 30 =1717.14
Total Landscape?oints Required: 3769
Total Landscape'''Points Proposed: 5680
Landscape Notes:
1) 100'16 coverage ofground cover, decorative paving decorative rock, or a perennial
groundcover in all parking lot islands, swales and drainage areas, the parking lot
setbaclr, right of ways, and adjacent property disturbed during construction
2)! Irrigation system shall provide 100.6 coverage for all lawn and ltmdscaped areas
COMPLIANCE
DEC 13 2006
COLLEGE STATION
DEVELOPMENT SE'R'VICE
T.979.260.6963
F.979.260.3564
511 UNN R8IIY ORNE EAST
St1t1E 204
sisal K 7X 776*
M &yDE�SIIGN�yS��10M N
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Of 04 Sheets
PROJECT BENCHMARK: 'Y' FOUND IN CONCRETE DRIVEWAY AT THE RIDGE APTR
ELE1
LANDSCAPE PLAN
Scale.1 =20'
IPMII0649-shuled0T3-0-58LK3IO64m34andsmpe.dw9, 11220063:01:33 PM, 10
��lanning Fsi� Cn;�y_
Stt�•eetscape:
04.13' / 50) x 150 pts = 2,052
Po* is pet• project arra:
Sire Area 57237.84 square feet
57237.84/1000 = 57.23784
57.23784 x 30 =1717.14
Total Landscape points Required: 3769
Total Landscape Points Proposed: 5680
T -979.26O.6963
F.979.26O.3564
s11 UW#U 91Y DIRK EAST
sUOE 204
Sahni, tx M*
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Landscape Legend
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a oW
Symbol
Sae
Name & Type
Quantity
Point
Point
value
2.1-3.4
Water Oak
22
150
3300
(Quercus Nigra)
(New)
Canopy Tree
125>
Crepe Myrtle
29
40
1160
�
O
(iagerstroemia Indica)
(New)
Non–Canopy Tree.
0
5 Gal.
Indies Hawthorn
(Raphiolepis Umbellata)
89
(New)
10
890
Shrub
IO�
5 Gal.
Wax -Leaf Ligustnuo
(Ligusbum texanum)
33
(New)
10
330
_—,– Shrub
Stt�•eetscape:
04.13' / 50) x 150 pts = 2,052
Po* is pet• project arra:
Sire Area 57237.84 square feet
57237.84/1000 = 57.23784
57.23784 x 30 =1717.14
Total Landscape points Required: 3769
Total Landscape Points Proposed: 5680
T -979.26O.6963
F.979.26O.3564
s11 UW#U 91Y DIRK EAST
sUOE 204
Sahni, tx M*
REM
065 W SP9allt m N
EBW «twowA :S«uRtt6 «sTram
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mmom
803
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Landscape Notes:
1) 100100coverage ofground cover, decorative pavm9; decorative rock, or a peremnal
groundcover in all parking lot islands, swales and drainage areas, the parking lot
setback right of ways, and adjacent property disturbed during construction.
2)1 Irrigation system shall provide 100.06 coverage for all lawn and lmrdscaped areas
COMPLIAlVCC
DEC 13 2006
COLLEGE STATION
DEVELOPMENT SERVICI
OQ3
Of 04 Sheets
W `-
r-
0 W Z o n
Ll -
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0
mz
QI-0m
a oW
Landscape Notes:
1) 100100coverage ofground cover, decorative pavm9; decorative rock, or a peremnal
groundcover in all parking lot islands, swales and drainage areas, the parking lot
setback right of ways, and adjacent property disturbed during construction.
2)1 Irrigation system shall provide 100.06 coverage for all lawn and lmrdscaped areas
COMPLIAlVCC
DEC 13 2006
COLLEGE STATION
DEVELOPMENT SERVICI
OQ3
Of 04 Sheets
PROJECT BENCHMARK: "X" FOUND IN CONCRETE DRIVEWAY AT THE RIDGE APTS
ELEV = 294.29. X=4760.54. Y=5643.90
Scale. 1 "=20'
IerLOT343BLK310649-03-landsmpe.dwg, 11020083:01:33 PM, 12g
T.979.260.6963
F.979.260.3564
s» t1t011113 1y ORK FAS
WHE 204
DMLM s(A110N„ ix 7M
RM t OEM sreattms
CIM to to o 11MW M
mumoummosmw
SIH PUNS oSUBWAS tg
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m
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Landscape Legend UJ i o
=o
M
Si bol Size tUn O
Name & Type Quantity Pdat Po®t m Z
value a o'm
a o of -
2.1-3A Water Oak 22 150 3300 to
(Quercus Nigra) (New)
Tree
O125>
� (LaBastroemia ladice) (plea,) 40 1160
Non—Can�Y Tree
� 5 GaL Indira Hawthorn 89 10 890
I J (Raphiolepis Umbellate) (New)
Shrub
O 5 Gal Wax -I eaMigushum 33 10 330
(Upstrum texauum) (New)
Shrub
m
StreetscaPe:
(684.1,3' / 50) x 150 pts = 2,052 0
�.
P* its per project mea: .�
Side Area 57237.84 square feet m
a
57237.84/1000 = 57.23784
57.23784 x 30 =1717.14
Total Landscape Points Required: 3769
Total Landscape Points Proposed: 5680
Landscape Notes:
1) 100'6 coverage ofground cover, decorative paving decorative rock or a perennial
groundcover in all parking lot islands, swales and drainage areas, the parking lot
setback right of ways, mud adjacent property disturbed &wmgcomftctdom
2)1 Irrigation system shall provide 10M coverage for all lawn and I=*.p aareas M�
' I
LAJ,
I CL
W J
Q
UQ
� s
� W .
Z
V
REvi8w ®rR
COMPGAlV�C
DEC 13 2006 � O�
COLLEGE STATION
DEVELOPMENT SERVICES
Of 04, Sheets
I
T.979.260.6963
F.979.260.3564
s» t1t011113 1y ORK FAS
WHE 204
DMLM s(A110N„ ix 7M
RM t OEM sreattms
CIM to to o 11MW M
mumoummosmw
SIH PUNS oSUBWAS tg
m�o�
m
� T
W � m
to o .o
0
P C
ZO �U
O
— W
I aD
aD
Landscape Legend UJ i o
=o
M
Si bol Size tUn O
Name & Type Quantity Pdat Po®t m Z
value a o'm
a o of -
2.1-3A Water Oak 22 150 3300 to
(Quercus Nigra) (New)
Tree
O125>
� (LaBastroemia ladice) (plea,) 40 1160
Non—Can�Y Tree
� 5 GaL Indira Hawthorn 89 10 890
I J (Raphiolepis Umbellate) (New)
Shrub
O 5 Gal Wax -I eaMigushum 33 10 330
(Upstrum texauum) (New)
Shrub
m
StreetscaPe:
(684.1,3' / 50) x 150 pts = 2,052 0
�.
P* its per project mea: .�
Side Area 57237.84 square feet m
a
57237.84/1000 = 57.23784
57.23784 x 30 =1717.14
Total Landscape Points Required: 3769
Total Landscape Points Proposed: 5680
Landscape Notes:
1) 100'6 coverage ofground cover, decorative paving decorative rock or a perennial
groundcover in all parking lot islands, swales and drainage areas, the parking lot
setback right of ways, mud adjacent property disturbed &wmgcomftctdom
2)1 Irrigation system shall provide 10M coverage for all lawn and I=*.p aareas M�
' I
LAJ,
I CL
W J
Q
UQ
� s
� W .
Z
V
REvi8w ®rR
COMPGAlV�C
DEC 13 2006 � O�
COLLEGE STATION
DEVELOPMENT SERVICES
Of 04, Sheets
PROJECT BENCHMARK: "X" FOUND IN CONCRETE DRIVEWAY AT THE RIDGE APTS
ELEV = 294.29, X=_4760.54 Y=5643.29
I LOT 6
1 BLOCK 3
1 0.229 ACRES
LOT 5A
BLOCK 3
0.162 ACRE
/
o —
1
1 45' rivate Acce s 1 '
& Pa king0 serr ent
2 3 4 5 6
I
o,
2 W TH P.
1 �
LOT 4B
/ 'LOT 3
BLOCK 4
0.139 ACRES
Co
N 0 s-
S
—-0 — m 3�...
I
I
LOT 2A
BLOCK 4
.142 ACRES
J1 LOT 2B
BLOCK
0.162 ACS
10' Private
Drainage
Easement
LOT 6
BLOC6( n
0.136 ACRES
15' PUE<
10
10 fuf
r
11EMr.. .. ',... lir. ..
Y 1(501
AUTUMN CHASE LOOP ROW)
i
a
BLOCK 3'�
,
m•r••m� L `° - P[3+il 0—S'�1 L:�:HIu16-F—r2:r 6-55
0.189 ACRES U.E. 93
� � i�
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C J9 f17
1 "' 11 - F-14(log ffLc) goT/SQY
j— — — — — — 10 18
- I 11 19LOT 3A l.O 2
1 z 6L',,CK 3
ao BLOCK 3 1 0.242 A°5 �� fiUK,Co POUgL�„ Gtr.Li4 V4LVe,
1 72 120 0.162 A
o LOT 4A I 13 21 N Acres
�g
�
BLOCK 3
14
.242. ACRES 67.23' Private Access & 22
1 15 Parking Easement —
1 23
L, F1'Ch o rest's
—
10' PU
S 41 °50'48"W —
I
LOQ.• ,I LOT
I LOT 3
GURTIS N'. ; JAE-H001�I
FRAM K �I � STEIN -
MAX E,� � I J U 1\1
1 Zoning
IRRIGATION PLAN
Scale: l "=20'
S:1Pro10649-shulerLOT3-0.SBLK310649.044 dgelion.dwg, 1117/2006 3:06:12 PM, 1:20
COMPLIANCE
DEC 13 2006/�4
COLLEGE STATION
DEVELOPMENT SERVICES
qoo
qo
�z
F.979.260.3564
511 IN NERM DRIVE EAST
SUM 204
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COUME STATION. TX
FLAN R MFM SIROMM SIs N
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T.979.260.6963
F.979.260.3564
511 IN NERM DRIVE EAST
SUM 204
COUME STATION. TX
FLAN R MFM SIROMM SIs N
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