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OWNER/DEVELOPER: SURVEYOR:.
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KALGROUP PROPERTIES & BRAD KERR, RPLS NO. 4502
X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN
303A PROPERTIES KERR SURVEYING, LLC
TING
6" SEWER LINE
360 GRAHAM ROAD 409 N. TEXAS AVENUE
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I EXISTING
EXISTING SIDEWALK
#4 BARS
NOTE: ALL CURBS 6" IN HEIGHT
UNLESS NOTED OTHERWISE.
8' SEWER LINE I
C"
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CJ CASEY PROPERTIES, LLC.
FLO-SHEIP INTEREST LTD.
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1
514
6"
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[:--30* MIN
6"
-30' MIN.�
38
1R. BLOCK B OF THE COLLEGE HEIGHTS SUBDIVISION. PROPERTY IS ZONED GC, GENERAL COMMERCIAL
2 THE DISTURBED AREA FOR THIS PROJECT IS 1.12 ACRES (48,617.2 SF).
31l REFER TO GRADING PLAN FOR PROPOSED CONTOURS.
41 DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN & DRAINAGE REPORT.
5. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION F`7S.
6. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O.
40
7.1 THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE 118 OF 8.050 SF IS 2,000 GALLONS
� PER MINUTE TWO FIRE HYDRANTS ARE REQUIRED. THE EXISTING HYDRANT & 1 PROPOSED HYDRANT WILL BE
SUFFICIENT. THE BUILDING WILL NOT HAVE A FIRE SPRINKLER SYSTEM.
8
TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED.
9.1 THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA ROOD INSURANCE
RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL NO. 0215E,
MAP NO. 4804ICO215E. EFFECTIVE DATE: MAY 16, 2012.
10. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED
COLLEGE HEIGHTS;COLLEGE HEIGHTS AERIAL ELECTRIC
COLLEGE HEIGHTS Ill ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS.
> BLOCK 8, LOT 10 BLOCK B, LOT 3
BLOCK A, 10 V) ZONED R-2 ZONED R-2 20 BIKL, RACK DETAIL
LOT 2 (5' OF) r- 10 0 20 12. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST
10560/205 3691/182 AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM C11 &
& PT OF 3 V) SCALE IN FEET > INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT
ZONED 0 >1 I rn EXISTING DRIVEWAY AS -BUILT CONDITIONS.
9179/105 m 00 ,,,,-EXISTING GAS LINE
',-EXISTING 12. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STA11ON UNIFIED DEVELOPMENT
EXISTING 6* SEWER LINE-, 6" WATERLINE ORDINANCE.
3/4 INCH IRON
> PIPE FOUND - CM W 1 ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS
N: 6117.54 NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT "THIN 150' OF THE SUBJECT
U) -5/8 INCH IRON 15' BUILDING LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE.
ADA RAMP ROD FOUND -CM SETBACKL I E- 3248.58 SUCH SCREENING SHALL BE COORDINATED WITH THE
Z N: 5899.84 BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE.
rT11;1, PROPOSED 6* SEWER LINE-\ 20 >
> E: 3056.64 PUE m I
rri 0. N4T 2:1 06"IE 990.23' 1! PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO.
PROPOSED RESERVED
PROPOSED MANHOLE• r 12'x1 E" REFLEC1lVE FINISH METAL SIGN 1
6' ALL PARKING
PROPOSED PROPOSED SANITARY � i STATION ltfILIT1ES ELECTRICAL DESIGN FOR THIS PROJECT.
PROPOSED
SEWER MANHOLE CSU ELECTRICAL CONTACT.
SIDEWALK -PROPOSED ERIC HORTON
S-6 S- S -6-S-6 S-6 -6- PROPOSED"v 1" WATER METERS & I
1� CITY OF COLLEGE STATION UTILITIES
.6 6" SEWER SERVICE Rlz�]
PH: 979-764-6314
EXISTING 1" WATER SERVICES rn
DRIVEWAY-,- - -- :�-
OONNVl as I I
M 7- 1 Z' -15' BUILDING
OSED -1 2"xg" REFLECTIVE FINISH METAL SIGN 1 THE DUMPSTER ENCLOSURE SHALL BE A 6' TALL WOODEN FENCE.
�A SF�OR 3" THE DUMPSTER AREA SHALL BE 13' X 11'
7A -I
%A1 NOT INCLUDING ANY BOLLARDS.
V -W W TYP. 6.
W Ent BCK ENTERPRISES LLC.
I I F- 13N w . I L-, q f I
EXISTING AERIAL El EC IC
EXIS N
WATER SER C
W
�f
I- wii-RL,J,N--E
ADA RAMI
00 THROAT DEPTH 42' •7 ---PROPOSED EXPOSED CONCRETE OVER 6" IN HEIGHT WILL BE SCREENED FROM LOOK LIKE A
zC ISLAND < -1 COLLEGE HEIGHTS VIEW OR TREATED TO
9' X 10.5' PUE E-ANOUT (L STONE, BRICK, OR OTHER ALTERNATIVES AS APPROVED 13Y THE ADMINISTRATOR, INCLUDING THE DETENTION PO D
218 SF In BLOCK ID, LOT 16 & 25' OF 15
5' PUE 1�- 1�ul
v OUTLET STRUCTURE.
SIDEWALK U? ZONED P -MUD
> 13' SIDEWALK z I
0 "IV RAMPS RAMPS I I o., 4 - 3691/182 _,,-2X2 GALVANIZED STEEL TUBE COLUMN 19. DUMPSTER GATE, IF NECESSARY, SHALL OPEN 180 DEGREES. A 6" CLEARANCE FOR CURB SHALL BE PROVIDED.
PROPOSED 6* THICK DUMPSTER PROPOSED cX 10.65' SET IN CONCRETE FOOTING. PROVIDE
<
ut "ED STEEL CAP WELDED TO
1 31 PAD & 6' WOOD ENCLOSURE 5' SIDEWALK CL 18. GALVANI,
OR PER ARCHITECTURAL PLANS
TOP, OF TUBE. PAINT TUBE AND CAP.
GENERAL NOTES:
7W (4 -YARD DUMPSTER)
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROU 4D
---MECHANICAL/HVAC EQUIPMENT
AGGIELAND OUTFITTERS > UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED.
L (4) PARKING SCREENED BY LANDSCAPING
PARKING
ISLAND DIG TESS: (800) 34-4-8377
> -2506
ATMOS ENERGY: (979) 774
0 ISLAND 492 SF RETAIL STORE to
> 275 SF 1 STORY T SUDDEN LINK COMMUNICATIONS: (979) 595-2429
E-4
7 ADA JAMP VERIZON: (979) 821-4770
V) 26' BLDG. HT.
8' -,�PROPOSED Iz NOTES:
FF 346.50' 9. is is 3' 1. ALL CHARACTERS MUST BE 60" 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION D
< 6' SIDEWALK PLAZA EVENT AREA PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUC11ON
1 \ -� 1\ .. - -,-- - -_- " � -1 - - - -- I � - 8,050 -SF--- MINIMUM ABOVE GRADE OR SIDEWALK.EXIT
tLn -CONCRETE PAVEMENT-,- E- - 1 AND -SILT MICE AS NECESSARY.
\5' SIDEWALK AE
F, 1230 SF
RAMP
< >. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL
C#3 PROPOSED En U) ML DEVICES, INSPEC71ONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2- OR MO�E.
ADA SIGNAGE PARKING ISLAND -
(0 - - 1 184 SF > THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE
ro
11, N.T.S.
I I ;a 0 5 0 w 1,--1 1 -EXISTING AERIAL ELECTRIC ADA SIGN DF1 CONSTRUCTION OF THIS PROJECT.
> ly
EXISTING 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR
PROPOSED 6' M
\5;\ SIDEWALK V) v 12-� DRIVEWAY CONSTRUCTION SITES.
-S47 37 OVE - 167.
_,SIDEWALK I 1 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY
F- RAMP EXISTING GAS LINE HYDROMULCHING AND SEEDING ALL DISTURBED AREAS.
cc > V)
18 :1 ;U t w
to V)
rn m 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION I : N STANDARD
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25 � .. vl�/\j 7:� f I . . !, ! -V . I. - . .7 SPECIFICATIONS AND DETAILS. ALL CONSTRUCTION SHAH BE COORDINATED WITH THE CITY ENGINEER'S OFFICE.
bD M777--; THROIT DEPTH=42'
a)
L, T 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFE,
w 9' TYP.
EQUI EMENTS.
> -12
(n 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES GRASS
D.
z
INTERIOR BIKE-/ V) IS ESTABLISHED.
C', (1) V) I - , -
PARKING ISLAND RACK (2) INTERIOR 9. INLET PROTECTION TO BE INSTALLED AT PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT OJECT SITE.r
511� SF 185' PARKING ISLAND
-t6' SIDEWALK- TYP. 11�11 .,5,
(A 398 SF f
$A U i 10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA.
ry
00
co PARKING- SLAND ADA RIMP (A ll.'EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED
10.92' U)1195 SF MONTELONGOS FINE JEWELRY
G-NV1 38 ON"3813 -p 91 DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE
15' BUILDING r3NV1 3H aw 3mu, 1 1 � ro. �i
-7 -P;Ffo 3NIA PROPOSED COLLEGE HEIGHTS 'SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE
SETBACK 15 9' PARKING SPACES TYP. 6' SIDEWALK BLOCK D, LOT 17 & 18 18" I)ESIMATIED PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS
11, -7mvT - 'SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY
4m im 2 9' PARKING SPACES
ZONED C-3
V1,TT=270' PARM0
U) 18' 5879/267 12. COMMERCIAL BUILDING HEIGHT ADJACENT TO RESIDENTIAL ZONING SHALL BE IN ACCORDANCE WITH THE CITY
ACCESIBI F ROUTE COLLEGE STATION LIDO SECTIONS 7.1, H.
WIGINGTON STACY
ST ST - .1 6 ONLY
DVM PLLC. PARKING LOT LIGHT
I LING ISLAND PROPOSED
COLLEGE HEIGHTS 722 SF ST - ST ST
> ST
vi EXISTING- 7 9' PARKING SPACES 7 9' PARKING SPA
BLOCK A, LOT 1 WATER SERVICE 5 9' PARKING SPACES -,IR. - I �, - I - - �)I -- SPACES- TYP OUTFALL NOTES;
RE LAN -6 IR LAN RE LANE RE �1 , m -
& PT OF 2 STRUCTURE
ZONED 0 !;T - ST ST ST 1. SIGN SHALL COMPLY WITH THE CoCS UTILRY DEMAND
cn I PARKING ISLAND FIRE SERVICE STANDARDS.
18
8773/099 9.
9. PARKING ISLAND ST - ST ST ST 716 SF REQUIRED PARKING: WATER DEMANQ PER BUILDING
1 18' U) 429 SF V) 1,230 SF OF PLAZA EVENT AREA MINIMUM 0 GP
O TYP. V) IARKING ISLAND ME LANTE SIGN DETAIL
111/2 INCH IRON U) 4 356 SF '; T ST ST ST
OD FOUND - Cm I L PROPOSED N. CS, 1 SPACE FOR 250 SF AVERAGE 7 GP
N: 5791.29 CO C) S-41 PARKING LOT LIGHT i MAXIMUM (PEAK) 26 GPN
SIT ST ST --- ST 5 SPACES
E: 3184.38 > 0) EXISTING FIRE -LANE MARKINGS
U) FIRE HYDRANT 1" DOMESTIC WATER METER
8,050 SF OF RETAIL SPACE
LISTING SANITARY -\ PUBLIC 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR INCH
0 ----ACCES! % G STATING "FIRE LANE - NO PARKING - TOW AWAY 33 SPACES + 5 EVENT SPACES
ww 5' PUE S4T 23 53'W 152.76 SANITARY SEWER DEMAND
T� 1 SPACE PER 250 SF
EXISTING EWER MANHOLE EASEMENT (4*) WHITE LETTERING
TBM A ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET APART.
6" WATERLINE 84T 21' 48
RIM SANITARY -:�: I 1 38 SPACES REQUIRED TOTAL (@ 907. OF WATER DEMAND)
SEWER MAN GA, GAS - GAS OAS A.5; c T>77F�.. A:�- X.- �A 2. A SIGN TWELVE INCHES (12") WIDE AND EIGHTEEN INCHES (18') IN 2 HANDICAP SPACE REQUIRED AVERAGE 7 GPM
HOLE G S GAS 6 GAS HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT FACH
ELEV.=34,$.5 . . . . . .
WIDE AND EIGHTEEN INCHES HIGH, WITH A 6" SANITARY SEWER LINE
SHALL BE TWELVE INCHES (12
$-6 S 9 ENTRANCE TO THE PROPERTY AND Al' THE LOCATIONS SHOWN. SUCH SIGNS 9' WIDTH, 18' LENGTH TYP. MAXIMUM (PEAK) 27 GPM
COMPANION SIGN TWELVE INCHES (12-) WIDE AND SIX INCHES (6-) HIGH
\_-EXISTING 6' SIDEWALK 144.09' STATING 'TOW -AWAY ZONE". SUCH SIGNS SHALL BE PAINTED ON A WHITE PROPOSED PARKING:
EXISTING-/ EXISTING @ 1.04% MIN. SLOPE
PROPOSED FIRE 6* SEWER LINE PUBLIC ACCESS EASEMENT 172.33' 6 WATERLINE BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. 'FIXTURE UNITS = 43
HYDRANT EXISTING EXISTING GAS LINE N-25' BUILDING 56 SPACES PARKING FIXTURE UNITS ALLOWED 700
6' WATERLINE PROPOSED 6' SIDEWALK/ SETBACK 3 SPACES HANDICAP PARKING PIPE SLOPE OK
LEGEND 59 SPACES TOTAL
R EEV., rE., W 1�&, oW "m'-wra�
ARK
1/2 INCH IRON
ROD FOUND - CM c A c
0 -MI, BENCHM
N: 6009.00 TBM A
EXISTING CONTOUR N. R M SANITARY
-310- UNIVERSITY DRIVE E: 3376.19 MAR 15 2013 1,010oE
-1w P I V SE R MANHOLE
S -V 344.50
PLAT BOUNDARY PAVEMENT WIDTH VARIES - R.O.W. VARIES ELL
0 LL FF G E S TA T 10 N MAR i 2- 3
Irry M �A*
EDGE OF PAVEMENT LINE
VIC1114
PROPOSED PUBLIC ACCESS EASEMENT
PROPOSED SANITARY SEWER LINE
W-6 -W-6 -W 6 PROPOSED WATER LINE
,.,-.,AGG1ELAND OUTFITTE
4 PROJECT
4
4 PROPOSED 6' SIDEWALK
4. in A I
PROPOSED BUILDING
LANDSCAPE ISLAND ANALYSIS:
O PUBLIC SANITARY SEWER MANHOLE -24m 0 TOTAL PARKING: 59 SPACES
LOT LINE T4-6 STEEL REINFORCING BARS PERIPHERAL PARKING: 34 SPACES
I- INTERIOR PARKING: 25 SPACES
3 3"R //-CONCRETE PAVEMENT INTERIOR LANDSCAPE ISLAND REQUIRED:
3"R 95 OpAnrc v 1) 7zrArl, C-17
PUBLIC UTILITY EASEMENT LINE 1/4'R A"
INTERIOR LANDSCAPE
X ISLAND PROVIDED 41
12. 3. ------ 542 SF
.X
X
X
4-
-6 -S -6 -S -6-S-6- 7.7-7-7.7-M.W./z. - . - M. - - 7x,
.,A
S PUBLIC SANITARY SEWER LINE
--W-6 -W-6 -W-6 PUBLIC WATER LINE
chummitz
LLC"
2- �j ^3-
3-
m
3- 2'
DESIGNED
DRAWN
APPROVED
6" LIME STABILIZED SUBGRADE
DILD
RST
JPS
PROVIDED S.F.
1
514
360
154
2
(EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT)
360
38
ST ST ST ST ST ST ST PRIVATE STORM SEWER
218
180
38
4
492
180
312
OWNER/DEVELOPER: SURVEYOR:.
-j 3
KALGROUP PROPERTIES & BRAD KERR, RPLS NO. 4502
X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN
303A PROPERTIES KERR SURVEYING, LLC
6" PAVEMENT -USE #4 BARS ®18 O.C.E.W.
360 GRAHAM ROAD 409 N. TEXAS AVENUE
;,A
•
EXISTING SIDEWALK
#4 BARS
NOTE: ALL CURBS 6" IN HEIGHT
UNLESS NOTED OTHERWISE.
5" PAVEMENT - USE #4 BARS @ 18" O.C.E.W.
A
0 3/4" x 18, SMOOTH
EXPANSION DOWELS
TYPICAL CURB DETAIL
VEHICLE LAY OF HOSE
SCHULTZ ENGINEERING, LLC.
N:r.s.
TYPICAL CONCRETE PAN71NG SECTION
Po BOX 11995
COLLEGE STATION, TX 77842
ACCESSIBLE ROUTE
(979)764-3900
SURVEYED
KERR
Engineering,
chummitz
LLC"
2730 Longmire, Suite A
*%Q�ftft College Station, Texas 77845
ISLAND #
m
AREA
DESIGNED
DRAWN
APPROVED
REQUIRED S.F.
DILD
RST
JPS
PROVIDED S.F.
1
514
360
154
2
1 398
360
38
3
218
180
38
4
492
180
SURVEYED
KERR
Engineering,
chummitz
LLC"
2730 Longmire, Suite A
*%Q�ftft College Station, Texas 77845
ISLAND #
979.764.3900 TBPE NO. 12327
AREA
DESIGNED
DRAWN
APPROVED
REQUIRED S.F.
DILD
RST
JPS
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
JOSEPH P. SCHULTZ, P,E., LICENSE
NO. 65889 ON MARCH 7, 2013.
ISSUED FOR CONSTRUCTION
JOB NO. DATE
12-234 FEBRUARY 2013
OF
...........
.T .........................
JOSEPH P. SCHULTZ
• 65889-
3
FIRM # 1,2327
SCHULTZ ENGINEERING, LLC
INTERIOR ISLANDS
TOTAL
END ISLAND
ADDITIONAL
ISLAND #
ISLAND
AREA
INTERIOR
AREA S.F.
REQUIRED S.F.
ISLAND AREA
BLOCK B, LOT 1R
PROVIDED S.F.
1
514
360
154
2
1 398
360
38
3
218
180
38
4
492
180
312
AG(sIELAND OUTFITTERS
COLLEGE HEIGHTS
LOT 1R, BLOCK B
COLLEGE STATION, TX
lb'P
4�
NOT TO
SITE PLAN
SCALE
VERTICAL UA
HORIZONTAL 1"=201
PLOTTING SCALE: 1:1
FILE NAME: 12-234
r3 1 F.
2 303 UNIVERSITY DRIVE EAST
BLOCK B, LOT 1R
COLLEGE HE04M
112 ACRES
CRAWFORD BURNET LEAGUE, A-7
�IrFoM
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE: 1 "=20' FEBRUARY 2013
OWNER/DEVELOPER: SURVEYOR:.
KALGROUP PROPERTIES & BRAD KERR, RPLS NO. 4502
303A PROPERTIES KERR SURVEYING, LLC
360 GRAHAM ROAD 409 N. TEXAS AVENUE
COLLEGE STATION, TX 77845 BRYAN, TX 77803
(979) 775-8855 (979) 268-3195
ENGINEER:
SCHULTZ ENGINEERING, LLC.
Po BOX 11995
COLLEGE STATION, TX 77842
(979)764-3900
SCALE
VERTICAL UA
HORIZONTAL 1"=201
PLOTTING SCALE: 1:1
FILE NAME: 12-234
r3 1 F.
RICHARD T LEMONS
COLLEGE HEIGHTS
BLOCK A,
LOT 2 (5' OF)
&PTOF3
ZONED 0
9179/105
0
m
m
m
rn
I�
WIGINGTON STACY
DVM PLLC.
COLLEGE HEIGHTS
BLOCK A. LOT 1
&PTOF2
ZONED 0
8773/099
S-6
UNIVERSITY DRIVE
PAVEMENT WIDTH VARIES - R.O.W. VARIES
"Libultz. Engineering
2730 Longmire, Suite A
College Station, Texas 77845
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KE -RR DLD RST JPS 12-234 FEBRUARY 2013
9
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AGGIELAND OUTFITTERS
COLLEGE HEIGHTS
LOT I R. BLOCK B
COLLEGE STATION, TX.
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PLANTING LEGEND
LANDSCAPE POINTS
QUANTITY TOTAL POINTS
SYMBOL SIZE NAME & TYPE QUANTITY
POINT VALUE TOTAL POINTS
W
o
LIVE OAK
rn
W
2.1"-3.4" CAL
N�
A
2.1" -3.4" CAL
(Quercus virginiana)
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AGGIELAND OUTFITTERS
COLLEGE HEIGHTS
LOT I R. BLOCK B
COLLEGE STATION, TX.
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PLANTING LEGEND
LANDSCAPE POINTS
QUANTITY TOTAL POINTS
SYMBOL SIZE NAME & TYPE QUANTITY
POINT VALUE TOTAL POINTS
CHINESE PISTACHE
i Ra.rra
LIVE OAK
2.1"-3.4" CAL
(Quercus virginiana)
2.1" -3.4" CAL
(Quercus virginiana)
6
150
900
CANOPY
INEERING HAR . 2611`3 "Mi
LIVE OAK
POINTS PER PROJECT AREA:
0
CREPE MYRTLE
(Quercus virginiana)
FEET OF SITE AREA
1,000 = 48.8
11
1650
48.8 x 30 =
1.25" CAL
(Lagerstoemia indica)
5
40
200
CREPE MYRTLE
NON -CANOPY
((625'-76')/5)
1.25" CAL
(Lagerstoemia indica)
WAXLEAF LIGUSTRUM
760
NON -CANOPY
1,464 + 3,294 = 4,758 POINTS
5 GAL.
(ligustrum japonicum)
TOTAL CANO
106
10
1060
I TOTAL NON-CANO I
Y:
SHRUB
760
NOTE: 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE
S PROVIDED
TOTAL: 2160
STREETSCAPE POI NTS
QUANTITY TOTAL POINTS
CHINESE PISTACHE
i Ra.rra
2.1"-3.4" CAL
(Quercus virginiana)
2
300
CANOPY
LL E ION q�,
{
INEERING HAR . 2611`3 "Mi
LIVE OAK
POINTS PER PROJECT AREA:
0
2.1---3.4" CAL
(Quercus virginiana)
FEET OF SITE AREA
1,000 = 48.8
11
1650
48.8 x 30 =
1,464 POINTS - .
CANOPY
CREPE MYRTLE
FOR STREETSCAPE:
((625'-76')/5)
1.25" CAL
(Lagerstoemia indica)
19
760
NON -CANOPY
1,464 + 3,294 = 4,758 POINTS
TOTAL CANO
Y:
13
1950
I TOTAL NON-CANO I
Y:
19
760
NOTE: 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE
S PROVIDED
17"'
V
i Ra.rra
BAR '15 2013R... - . Z
i4�m' t, Do,-
'TAT 0
LL E ION q�,
{
INEERING HAR . 2611`3 "Mi
POINTS PER PROJECT AREA:
48,787 SQUAR
48,787 SF /
FEET OF SITE AREA
1,000 = 48.8
48.8 x 30 =
1,464 POINTS - .
ADDITIONAL LANDSCAPE FOINTS
FOR STREETSCAPE:
((625'-76')/5)
x 300 POINTS = 3,294 POINTS
TOTAL POINTS REQUIRED:
1,464 + 3,294 = 4,758 POINTS
TOTAL POINTS PROPOSEE
4,870 POINTS (2,850 POINTS FROM CANOPY TREES = 59%) �
EISENHOWER STREET STREETSCAPE:
CANOPY TREES (1
PER 32'): 132' = 5 CANOPY TREES REQUIRED
I,
3 CANOPY
S PROVIDED
4 NON CANOPY
-P OVIDED *
TREES R
NIMITZ STREET STREETSCAPE:
(1 PER 32') 128' = 4 CANOPY TREES REQUIRED
2 CANOPY TREES
PROVIDED
4 NON—CANOPY
TREES PROVIDED*
UNIVERSITY DRIVE STREETSCAPE:
(1 PER 25') 290' = 12 CANOPY TREES REQUIRED
11 CANOPY TREES
2 NO
PROVIDED ,
TREES PROVIDED*
*
2 NON—CANOPY TREES
COUNT AS 1 CANOPY TREE��
O
GENERAL NOTE:
.`,.
100% COVERAGE OF GROUNDCOVER,
DECORATIVE PAVING, DECORATIVE ROCK ( NOT LOOSE) OR A PE L GRASS
j IS REQUIRED IN PARKING LOT
AND ADJACENT PROPERTY
ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RI Y,
DISTURBED DURING CONSTRUCTION.
LANDSC
IRRIGATION SYSTEM NOTE$:
1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE INSTALLED BY A CERTIFIED INSTALLER BEFORE
A CERTIFICATE OF OCCUPANCY IS ISSUED.
2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE
PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY
ORDINANCE 2394.
3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394.
SCALE
VERTICAL N/A ,
HORIZONTAL 1 =20
PLOTTING SCALE: 1:1
FILE NAME: 12-234
SHEET
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2
N , i NOTES:
1. ZONING IS PD -BC -M PLANNED DEVELOPMENT BIO-CORRIDOR-MANUFATURING.
2. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 2005 FOR THE CITY OF COLLEGE STAT
3. THIS TRACT DOES NOT LIE WITHIN A DESIGNATED 100 YEAR FLOOD PLAIN ACCORDING TO THE F.LR.M. MAP
EFFECTIVE DATE: MAY 16, 2012
/ BRYAN COMMERCE & \ / / / ` 4. WATER SERVICE WILL BE BY COLLEGE STATION UTILITIES.
�3 DEVELOPMENT INC 5. THE SANITARY SEWER PROVIDER IS THE CITY OF BRYAN.
PD -BC
6. THE ELECTRICAL PROVIDER IS THE COLLEGE STATION UTILITES.
7. ALL UTILITY UNES SHOWN ARE EXISTING UNLESS OTHERWISE NOTED.
8. THE GREENWAY COMMON AREA WILL BE MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. PERMITTED
100 0 0 100
PLANNED DEVELOPMENT DISTRICT ORDINANCE ARTICLE 9, SECTION 9.10.D PERMITTED USES.
\� , � \ \ \ \ \ \ � / � �• 5
9. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE CHORD LENGTHS.
SCALE IN FEET
10. STORMWATER DETENTION WILL BE PROVIDED FOR EACH LOT AS THEY DEVELOP OR ON ADJACENT TRACTS A
FACILITIES,
EASEMENT
11. A BLANKET PUBUC ACCESSIL
T W L BE PROVIDED FOR THE GREENWAY COMMON AREA.
\
\\\ 12. "BURGESS LANE" WILL NEED TO BE CONSTRUCTED TO A 2 -LANE MINORCOLLECTOR
THIS INCLUDES SIMILAR 3 FT PAVEMENT, STANDARD WITH EAC
r�\ \ GREENWAY \� \\ \ \ \ i 40 FT WIDE, S DEDICATED M S RIGHT OF WAY, WITH THE REMAINING RIGHT OFNWAY OTIRETY OBETDED CC
COMM-
ACRES
OMMAREA r``/\ \ \ \ \ ---� �\ ij► __ - \ FUNDS BE PR DED TO BE HELD FOR FUTURE SIDEWALK CONSTRUCTION IN THE FUTURE RIGHT OF V
-
-�\ 14.71 ACRES �\ \ \� , 113 PHASE & 25 ARE IK REQUIRED TO DEVELOP IN SEQUENTIAL ORDER.
60' ELECTR
\ \ \\�\\--=� "--��-- \, \ L13 �- \ / -/
4268/43 & 208/451 ����L17-
_
� \ \Y- \ \ '(stiANK T\\~ \ '___-"' \ \` \ \ 1.i6 �. \ �-�� .._ _-•-. --'� I � •-_._._ �._ _/ '`''^!-.,•.,--..�....,w.p___ . ,�.,.-.._,..,_. _._--�..,,,a.
\ EXISTING POND
SHIH-CHEN LIN
7325/023
\ \ \\ 9 Y \ \
EXISTING
i �s \ \,
\ \
I \ \ \ Y
\ C3g \. \ \ ,\ JOYCE & WILLIAM _� f
MEADS LIVING TRUST
W¢ LOW PRl SStjRE \ \ \ \ O 4hill,
I
Vllbw\ NATURAL GA
EASEMENT S
�- \\ \` \ I �IPEUNE TO 8E\
\� 3572/194\ \ ABANDONED OR
`IED.
�\ EASEMENT E \ \ \ \� \.. ILL �` RELOCA \ �_ _� `_ _� WILLIAM & LULA
2394/240 \ _� I \ \\ \ EXISTING OVERHEAD\` ( � �\ / �\_ \ \ MEADS TRUSTEES
ELECTRIC NE
\ o \ ` \ \ \ ` 2845/123, 125
U
\ TO BE RELOCATED w 20' PIPELINE \ \ \ �-- \ \
\ \\ \ \ OW PRESSURE \ \ \ �- ¢ ASEMENT N \ 1 A-0
N RAL -"S I \ \ \ (BLANIWET 2\ 240) �` \� �� �\ `
\ PIPELINE TO BE
\ ABANDONED OR
\` RELOCATED \\ \ Q \ \
\ EXISTING OVERHEAD I \ �' \ I00
ELECTRIC LINE �cg�\\ �` 20' PIPELINE
TO BE RELOCATED Q
\\ \\ SEMENT �� \ I \ u7
LI
23940 �_ \I I \ \
1 \ \ Art
�fitASE-2
/ \ \
PHASE I \ z LOT 3, BLOCK 1
23 \ I °- \ \ ACRES 10.37 \ I _ 'i-'
/ \ LOT -2, JL7 K 1 _ \
COMMUNITY PANEL NOS. 48041 CO285-E,
WILL BE PER THE BIOCORRIDOR
REGIONAL STORMWATER DETENTION
25 FOR THE ENTIRE LENGTH TO SH 60.
AGE ALONG BURGESS LANE, WHICH IS ONLY
=D IN THE FUTURE BY ADJACENT LOTS.
Y.
t � ( ,�� \ 12.45 A RES ¢ \ � � � \� I � \ �-• ��
\ PHASE 23
LOT 1, BLOCK -1\ \ \
' 6D ELECTRICAL -
7.60 ACRES co
\ \ EASEMENT
4268/43 & 208/451 I d \ ��� l \ -✓ \ \ \ / -, /
I
I to 20' UTILITY \\ I \ \ \ 30' SANITARY SEWER EASEMENT. \ \ 1 t
/ / I / I( ( EASEMENT \\ I3572/4 Q
15' PUBLIC UTILITY 2 0' P.U.E. t'f
LEG
EASEMENT I'
�
iii
UNE TABLE
UNE #
Curve Table
DIRECTION
L1
135.90'
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD
DIRECTION
Cl
475.72'
862.50'
031'36'08"
244.08'
469.72'
N57'41'34"E
S27' 32 23.51"E
C2
40.10'
862.54'
002'39'49"
20.05'
40.09'
N40'31
'53"E
C3
38.55'
25.00'
086'21'30'
24.29'
34.65'
N87'41'03"E
L12
C5
17.54'
468.50'
1 00708'44"
8.77'
17.54'
S47'03'5O'E
S627 36' 07.63E
C7
19.90'
531.50'
002.08'44"
9.95'
19.90'
S4703.50'E
79.15'
C9
39.64'
25.00'
090'51'26"
25.38'
35.62'
N0742'29'W
L20
C10
38.90'
25.00'
089'08'34'
24.63'
35.09'
N87'1
'31"E
C11
39.27'
25.00'
090'00'00"
25.00'
35.36'
NO3'
O'12'W
C12
39.38'
25.00'
090'14'28'
25.11'
35.43'
S02'1i0'46"E
L28
C14
17.54'
468.50'
00708'44"
8.77'
17.54'
S47'03'50"E
N49' 04 49.67'W
C15
19.90'
531.50'
00708'44°
9.95'
19.90'
S47 -03'50"E
C17
39.27'
25.00'
090'00'00"
25.00'
35.36'
S03'08'12"E
t � ( ,�� \ 12.45 A RES ¢ \ � � � \� I � \ �-• ��
\ PHASE 23
LOT 1, BLOCK -1\ \ \
' 6D ELECTRICAL -
7.60 ACRES co
\ \ EASEMENT
4268/43 & 208/451 I d \ ��� l \ -✓ \ \ \ / -, /
I
I to 20' UTILITY \\ I \ \ \ 30' SANITARY SEWER EASEMENT. \ \ 1 t
/ / I / I( ( EASEMENT \\ I3572/4 Q
15' PUBLIC UTILITY 2 0' P.U.E. t'f
LEG
EASEMENT I'
�
iii
EASE ELT \ \ \ \�' PROPERTY BOUNDARY
( 3572/194 \ \ \ LOT LINE
PROPERTY CORNER KAREN YVONNE \ \ I - �.
DOWLING WILSON \ \ PUBUC UTILITY EASEMENT (P.U.E.)
\ �o I \ \ A-0 ' I I -" - RIGHT OF WAY (ROW) 30' SANITARY SEWER EASEMENT.
I ( r \ \ I I
P ' I CITY LIMIT LINE
ROPOSED CITY OF
�COLLEGE STAT10N / ILL I cV \ ®-----®® ®®------e
18' WATER UNE w \ unufiY DETENTION POND LIMITS
20' PUBLIC DRAINAGE ' ( Q II 50' x 40' 1 , \ __-- EASEMENT
EASEMENT I PRIVATE CROSS W 3572/194 \ ` __ \ \ / / I W-18 W-18 PROPOSED WATERLINEI
I Id ACCESS ESMT. ao _--� j S-8 S-8 PROPOSED SEWER LINE
PROPOSED 12' SEWER I II \ I� �r �� - �- -� 1 �'
/ 20' PUBLIC UTILITY I 911' II� / S-12 S -i2 EXISTING SEWER LINE
6' SIDEWALK EASEMENT I I II , N 30' SANITARY SEWER EASEMENT. \ \ 20' P.U.E. ` �, % '
„L / ( PROPOSED 8' SEWER w "�; PHASE LINE
12' WATER STUB ¢ p 35' PUBLIC UTILITY I
►�a L53 C15 C14 12x.54' S48- 08' 12"E - 704.54' EASEMENT OHE OHE OHE OVERHEAD ELECTRIC LINE
L56�
,..r... ....n • .-
' \� lI
P P PP P ( P- LOW PRESSURE NATURAL GAS
BIOMEDICAL WAY 12' TER I v / / I -•-- PIPELINE
III I
63' ROW - 38' PVMT 12' WATER STUB B I � r1� / ' FM FM ---r--- SANITARY SEWER FORCE MAIN
L43 C5 L44 r . , N cl p z
\
G C7 L45 C+
to S48' 08 12"E - 496.76 ,
9 PROPOSED I , ¢
12` WATER ( I / I WP 47 DEVELOPMENT LTD
\w_ 4561 /039 ` w o p SYLVIA & JIMMIE WELCH //, %/
a I ACCESS EASEMENT A-0 0 t- to - -� / (/� / /'
I } > to 100' x 100' P LIC O o", I REV LIVING TRUST
II 3 ) ( N o r 277/203 /
I I I
GO
289/035NO
► W A-0 W 3z a_ o v1/
¢ 20' Pueuc UTILITY
1 00
M EASEMENT
to
AID
/
� I I .I co PROPOSED CITY OF BRYAN
PHASE 4 N zz N PHASE 25 n ( 24" SEWER UNE >
0 LOT 1, BLOCK 3 ( I I / �'
' I II
LOT 1, BL CK 2 `' m o 14.49
/ 4.43 RES I U.I. i 5.64 ACRES c s' SEWER sTu� 847 If _ 9MV ��,y
W co W I 6' SIDEW N % �' -_ -
`t T ____ MAP
BURGESS LANE -EXISTING DRIVE Bt t TF -I E
�` _--- HARVEY MITCHELL PARKWAY
2.81 ``ACRE / _ / L54 / 8. 1 �'� / /
DRILL SITE7:ASEMENT C✓ % ,
iv 4279/217 35' ACCESS �\� HASE 25 LU / TURKEY CREEK
% z I
EASEMENT I I ¢ I \/ o� LOT 2, BLOCK 3 L I Z ROAD
F� ROAD
0.56 ACRES J�
ARLEN CROUCH
/ 100' DIA \ I I \d / 04 o WP 47 DEVELOPMENT LTD 365/249 r � / fj NOTTOSCALF.
TEMP. CUL DE SAC I I It aD
4561/039 A-0 / ¢ /
PROPOSED CITY OF BRYAN PROPOSED CITY OF BRYAN I I I T J A -O
12' SEWER UNE I 8` FORCE MAIN Q )\\ I J _` / J
HSC PARKWAY 3
FW -8 - `' �- �_ I I I -.�`,� CPROPOSED
ITY OFF BRYAN
510.49' J�$ 0.47$ 83.06' 1 LIFT FIR
Ft STATION / / / / 4 OWNER:
C BRYAN COMMERCE & DE
r `(�4T_ 26 08'W - t187.0P `� L25 - / �� PROJECT P.O. Box 1000
J 20' P.u.� o
/ \ CAMWEST TRADITIONS LP clue DRIVE LOCATION ny BRYAN. TEXAS 77805
"\
8555/167 I I \ WP 47 DEVELOPMENT LTD] 4// SOUTH TRADITIONS/A-0� s437/a o �DRIVE
� / � DEVELOPER:
SWITZER DEASON �- / BRYAN TRADITIONS, LP
85A8/o 07 \ J // B2100 RYAN, TEXAS TRADITIONS77807 D•
/ \ -i- i , �/ /
//,
/i. l
UNE TABLE
UNE #
LENGTH
DIRECTION
L1
135.90'
S24' 43' 01AVE
L2
141.63'
S73' 23' 31.06"E
L3
107.64'
S27' 35' 39.54'E
L4
103.19'
S10. 44' 02.93'E
L5
155.38'
S57' 48' 48.28'E
L6
59.14'
S27' 32 23.51"E
L7
224.04'
S22' 11' 30.4,CE
L8
71.07'
S52' 31' 42.26"E
L9
103.64'
S24' 54' 17.52E
L10
66.74'
S24' 03' 50.06"E
U1
74.20'
SIC 35' 45.61`E
L12
53.62'
S28' 10' 44.84"E
L13
61.84'
S41' 30' 41.58'E
L14
73.58'
S627 36' 07.63E
L15
175.54'
S34' 49' 20.44"E
L16
120.87'
S59' 07' 55.11"E
L17
79.15'
S37' 54' 05.41'E
L18
36.57
S21' 17' 52.06"E
L19
165.86'
S6' 46' 53.46"E
L20
83.97'
N48' 11' 40.50'W
L21
90.43'
N32' 27' 40.32"W
L22
393.70'
S42' 54' 30.51"W
L23
44.22'
S68' 02' 47.83"W
L24
207.91'
S42' 54' 30.51'W
L25
37.50'
N49' 37' 15.05"W
L26
81.86'
N31- 06' 30.47'W
L27
104.79'
N12' 04' 31.09"W
L28
89.86'
N28' 01' 33.04"W
L29
110.79'
N64. 25' 28.83"W
L30
40.59'
N49' 04 49.67'W
EASE ELT \ \ \ \�' PROPERTY BOUNDARY
( 3572/194 \ \ \ LOT LINE
PROPERTY CORNER KAREN YVONNE \ \ I - �.
DOWLING WILSON \ \ PUBUC UTILITY EASEMENT (P.U.E.)
\ �o I \ \ A-0 ' I I -" - RIGHT OF WAY (ROW) 30' SANITARY SEWER EASEMENT.
I ( r \ \ I I
P ' I CITY LIMIT LINE
ROPOSED CITY OF
�COLLEGE STAT10N / ILL I cV \ ®-----®® ®®------e
18' WATER UNE w \ unufiY DETENTION POND LIMITS
20' PUBLIC DRAINAGE ' ( Q II 50' x 40' 1 , \ __-- EASEMENT
EASEMENT I PRIVATE CROSS W 3572/194 \ ` __ \ \ / / I W-18 W-18 PROPOSED WATERLINEI
I Id ACCESS ESMT. ao _--� j S-8 S-8 PROPOSED SEWER LINE
PROPOSED 12' SEWER I II \ I� �r �� - �- -� 1 �'
/ 20' PUBLIC UTILITY I 911' II� / S-12 S -i2 EXISTING SEWER LINE
6' SIDEWALK EASEMENT I I II , N 30' SANITARY SEWER EASEMENT. \ \ 20' P.U.E. ` �, % '
„L / ( PROPOSED 8' SEWER w "�; PHASE LINE
12' WATER STUB ¢ p 35' PUBLIC UTILITY I
►�a L53 C15 C14 12x.54' S48- 08' 12"E - 704.54' EASEMENT OHE OHE OHE OVERHEAD ELECTRIC LINE
L56�
,..r... ....n • .-
' \� lI
P P PP P ( P- LOW PRESSURE NATURAL GAS
BIOMEDICAL WAY 12' TER I v / / I -•-- PIPELINE
III I
63' ROW - 38' PVMT 12' WATER STUB B I � r1� / ' FM FM ---r--- SANITARY SEWER FORCE MAIN
L43 C5 L44 r . , N cl p z
\
G C7 L45 C+
to S48' 08 12"E - 496.76 ,
9 PROPOSED I , ¢
12` WATER ( I / I WP 47 DEVELOPMENT LTD
\w_ 4561 /039 ` w o p SYLVIA & JIMMIE WELCH //, %/
a I ACCESS EASEMENT A-0 0 t- to - -� / (/� / /'
I } > to 100' x 100' P LIC O o", I REV LIVING TRUST
II 3 ) ( N o r 277/203 /
I I I
GO
289/035NO
► W A-0 W 3z a_ o v1/
¢ 20' Pueuc UTILITY
1 00
M EASEMENT
to
AID
/
� I I .I co PROPOSED CITY OF BRYAN
PHASE 4 N zz N PHASE 25 n ( 24" SEWER UNE >
0 LOT 1, BLOCK 3 ( I I / �'
' I II
LOT 1, BL CK 2 `' m o 14.49
/ 4.43 RES I U.I. i 5.64 ACRES c s' SEWER sTu� 847 If _ 9MV ��,y
W co W I 6' SIDEW N % �' -_ -
`t T ____ MAP
BURGESS LANE -EXISTING DRIVE Bt t TF -I E
�` _--- HARVEY MITCHELL PARKWAY
2.81 ``ACRE / _ / L54 / 8. 1 �'� / /
DRILL SITE7:ASEMENT C✓ % ,
iv 4279/217 35' ACCESS �\� HASE 25 LU / TURKEY CREEK
% z I
EASEMENT I I ¢ I \/ o� LOT 2, BLOCK 3 L I Z ROAD
F� ROAD
0.56 ACRES J�
ARLEN CROUCH
/ 100' DIA \ I I \d / 04 o WP 47 DEVELOPMENT LTD 365/249 r � / fj NOTTOSCALF.
TEMP. CUL DE SAC I I It aD
4561/039 A-0 / ¢ /
PROPOSED CITY OF BRYAN PROPOSED CITY OF BRYAN I I I T J A -O
12' SEWER UNE I 8` FORCE MAIN Q )\\ I J _` / J
HSC PARKWAY 3
FW -8 - `' �- �_ I I I -.�`,� CPROPOSED
ITY OFF BRYAN
510.49' J�$ 0.47$ 83.06' 1 LIFT FIR
Ft STATION / / / / 4 OWNER:
C BRYAN COMMERCE & DE
r `(�4T_ 26 08'W - t187.0P `� L25 - / �� PROJECT P.O. Box 1000
J 20' P.u.� o
/ \ CAMWEST TRADITIONS LP clue DRIVE LOCATION ny BRYAN. TEXAS 77805
"\
8555/167 I I \ WP 47 DEVELOPMENT LTD] 4// SOUTH TRADITIONS/A-0� s437/a o �DRIVE
� / � DEVELOPER:
SWITZER DEASON �- / BRYAN TRADITIONS, LP
85A8/o 07 \ J // B2100 RYAN, TEXAS TRADITIONS77807 D•
/ \ -i- i , �/ /
//,
/i. l
IMINARY PLAN
ADITIONS SUBDIVISION
SES 23, 24 AND 25
59.28 ACRES
J.H. JONES SURVEY, A-26
COLLEGE STATION, BRAZOS COUNTY, TEXAS
INC.
SURVEYOR:
BRAD KERR, RPLS NO. 4502
KERR SURVEYING, LLC
409 N. TEXAS AVE.
BRYAN, TEXAS 77803
979.268.3195
SCALE: 1"=100'
JANUARY 2013
ENGINEER:
Schultz Engineering, LLC
2730 LONGMIRE DR., SUITE A
COLLEGE STATION, TEXAS 77845
979.764.3900
UNE TABLE
UNE #
LENGTH
DIRECTION
L31
130.27
N71' 35' 47.36"W
L32
71.58'
S70' 3T 48.98`W
L33
137.18'
N65' 44' 09.91"W
L34
112.98'
N21' 15' 51.08'W
L35
84.13'
N55' 13' 05.49'W
L36
164.61'
N31' 54' 45.86`W
L37
91.52'
N27' 29' 51.82"W
L38
107.85'
S31' 16' 51.97E
1-39
355.55'
S45' 51' 23.49"E
L40
109.33
818' 40' 16.68'E
L41
98.88'
S27' 56' 19.87E
L42
104.00'
S46' 08' 12.00'E
L43
55.07'
S48' 08' 12.23'E
L44
181.41'
S45' 59' 28.06"E
L45
65.26'
S48' 08' 12.0o'E
L48
14.89'
S47' 18' 00.00"E
L50
232.92'
S41' 50' 33.09"W
L51
58.49'
S48' 08' 12.00"E
L53
54.70'
S48' 08' 12.23"E
L54
121.06'
N47' 14' 41.49"W
L55
201.23'
S42' 45' 09.82"W
L56
181.41'
S45' 59' 28.06"E
Lk232.OV
N41' 51' 48.00'E
IMINARY PLAN
ADITIONS SUBDIVISION
SES 23, 24 AND 25
59.28 ACRES
J.H. JONES SURVEY, A-26
COLLEGE STATION, BRAZOS COUNTY, TEXAS
INC.
SURVEYOR:
BRAD KERR, RPLS NO. 4502
KERR SURVEYING, LLC
409 N. TEXAS AVE.
BRYAN, TEXAS 77803
979.268.3195
SCALE: 1"=100'
JANUARY 2013
ENGINEER:
Schultz Engineering, LLC
2730 LONGMIRE DR., SUITE A
COLLEGE STATION, TEXAS 77845
979.764.3900
006£'491'616 �dy5
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3. THIS TRACT DOES NOT LIE WITHIN
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48041 CO285 E, EFFECTIVE DATE. MAY 16, 2012
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BRYAN COMMERCE &
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�- DECEMBER 2012
BRYAN COMMERCE & S-12 _ \ : , -� BRAD KERR RPts No _
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/,�_ Bryan Commerce In & Traditions Acquisition Pamtersht , LP
8555/167 SWITZER DEASON 6437/284 / / �' / Development, Inc. 2100 TRADITIONS p I:
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/�% �--� P.O. Box 1000 Schultz En Ineenn LL_C
8538/107 / / /� BRYAN. TEXAS 77807 g g
o '- \ / / / / / Bryan, Texas 77805 s7s,a21.2.562
/ 2730 LONGMIRE DR., SUITE A
COLLE
• /� � � � � // /// � / � GE STATION, TEXAS 77845
i 979.764.3900
(j/
UNE TABLE
UNE #
LENGTH
DIRECTION
Lt
135.90'
N24' 43' 01.16"W
L2
141.63'
N73' 23' 31.06"W
L3
107.64'
N27' 35' 39.54"W
L4
103,19`
N10' 44' 02.93"W
L5
155.38'
N57' 48' 48.28"W
L6
59,14'
N27' 32' 23.51"W
L7
47.32'
N4' 49' 30.47"W
L8
176.68'
N23' 47' 52.59'W
L9
74.51'
N49' 57' 10.18"W
L10
117.34'
N24' 27' 56.12"W
L11
125.45'
N17' 33' 47.02"W
L12
204.03'
N46' 54' 38.61'W
L13
157.96'
N36' 50' 02.21"W
L14
120.87'
N59' 07' 55.11"W
L15
79.15'
N37' 54' 05.41"W
L16
36.57'
N21' 17' 52.06"W
L17
166.43'
N6' 46' 53.46"W
U8
83.55'
S48' 08` 01.26"E
L19
91.63'
S27' 29' 51.82"E
L20
164.61'
S31' 54' 45.86"E
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PIPELINE 2845/123 S_8 S
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O \ \ PHASE 23 0 t
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th CJj UNILL SI I E LASEMENT 4279/217 , DARYL 5WINNEY /
o\ N42' 56 28 E -198.94
/ 4279/217 \ II 8556/175 /
- ARLEN CROUCH / /
o o / J.H. JONES' SURVEY A-26
_ � N I N WP 47 DEVELOPMENT LTD : � �
TEMP. CU 100'
SAC m O' 365/249 / 1
_ / COLLAGE STATION, BRAZOS COUNTY TEXAS
.PROPOSED CITY OF BRYAN � to - rq 4561/039 /1 �
LOW PRESSURE
12" SEWER LINE NATURAL GAS
PIPELINE T ` / /
/ PROPOSED CITY OF BRYAN O' � SCALE: 1"=100'
\ /S
.. � 8 FORCE MAIN � / / / ✓ SURVEYOR:
�- DECEMBER 2012
BRYAN COMMERCE & S-12 _ \ : , -� BRAD KERR RPts No _
S S -T2 _ / / / / . 4502
/ /
KERR SURVEYING
DEVELOPMENT INC. . -F - d / , LLC
1 /,
7974/169 -'` 506
_ / / . / / � �" / � 409 N. TEXAS AVE.
BRYAN
� � .5o S47° 1 00'�� -1220.35' i ---•- , rx 77603
---. 650.85' rn / / /
/ 20' P.I.I.E. - / �/ / 979 268- -
/ / _- , / ( ) 3195
�� c � PROPOSED %
--
ELECTRIC LINEEXISTING R\-_ CITYOFBRYAN OWNER:
'1 CAMWEST TRADITIONS LP LIFT sranoN t WP 47 DEVELOPMENT L / / DEVELOPER: ENGINEER:
/,�_ Bryan Commerce In & Traditions Acquisition Pamtersht , LP
8555/167 SWITZER DEASON 6437/284 / / �' / Development, Inc. 2100 TRADITIONS p I:
BLVD.
/�% �--� P.O. Box 1000 Schultz En Ineenn LL_C
8538/107 / / /� BRYAN. TEXAS 77807 g g
o '- \ / / / / / Bryan, Texas 77805 s7s,a21.2.562
/ 2730 LONGMIRE DR., SUITE A
COLLE
• /� � � � � // /// � / � GE STATION, TEXAS 77845
i 979.764.3900
(j/
_LINE TABLE
UNE #
LENGTH
DIRECTION
L21
84.13'
S55' 13' 05.49"E
L22
113.44'
S21' 14' 15.01 "E
L23
137.18'
S65' 44' 09.91"E
L24
71.58'
N70' 37' 48.98"E
L25
130.27'
S71' 35' 47.36"E
L26
40.59'
S49' 04' 49.67"E
L27
110.79'
S64' 25' 28.83'E
L28
89.86'
S28' 01' 33.04"E
L29
104.79'
S12' 04', 31.09"E
L30
81.86'
S31' 06' 30.47'E
L31
199.99'
S41' 03' 59.45"E
L32
243.85'
S45' 26' 17.25'E
L33
127.76'
S18' 40' 16.68'E
L34
98.89'
S27' 56' 20.19"E
L35
14.89'
S47' 18' 00.00"E
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NATURAL GAS WILLIAM & LULA
PROPOSED
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MEADS TRUSTEES-
�
\ d\ s 4_ __ I \ ✓,, \ \ I I (n I 8 PROPOSED SEWER LINE
EXISTING S-12 S-12 EXISTING SEWER LINE LOW PRESSURE
PIPELINE 2845/123 S_8 S
Q 20 EASEMENTC4 =
O \ \ PHASE 23 0 t
\\ � \ \ I I PHASE LINE
Q
�. I \ \ LOT 2, BLOCK 1 �m \ : \ I
\�
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_ /- _ _ _
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U N p' , \ \ RAL GAS
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ao ` \ I II FM SANITARY SEWER FORCE MA
\ \ \ PHASE \ ` '� I I' _ IN
� 25 I �� � 1
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...... \` � � 30 SANITARY SEWER EASEMENT. �VICINITY
NITY MAn
.
th CJj UNILL SI I E LASEMENT 4279/217 , DARYL 5WINNEY /
o\ N42' 56 28 E -198.94
/ 4279/217 \ II 8556/175 /
- ARLEN CROUCH / /
o o / J.H. JONES' SURVEY A-26
_ � N I N WP 47 DEVELOPMENT LTD : � �
TEMP. CU 100'
SAC m O' 365/249 / 1
_ / COLLAGE STATION, BRAZOS COUNTY TEXAS
.PROPOSED CITY OF BRYAN � to - rq 4561/039 /1 �
LOW PRESSURE
12" SEWER LINE NATURAL GAS
PIPELINE T ` / /
/ PROPOSED CITY OF BRYAN O' � SCALE: 1"=100'
\ /S
.. � 8 FORCE MAIN � / / / ✓ SURVEYOR:
�- DECEMBER 2012
BRYAN COMMERCE & S-12 _ \ : , -� BRAD KERR RPts No _
S S -T2 _ / / / / . 4502
/ /
KERR SURVEYING
DEVELOPMENT INC. . -F - d / , LLC
1 /,
7974/169 -'` 506
_ / / . / / � �" / � 409 N. TEXAS AVE.
BRYAN
� � .5o S47° 1 00'�� -1220.35' i ---•- , rx 77603
---. 650.85' rn / / /
/ 20' P.I.I.E. - / �/ / 979 268- -
/ / _- , / ( ) 3195
�� c � PROPOSED %
--
ELECTRIC LINEEXISTING R\-_ CITYOFBRYAN OWNER:
'1 CAMWEST TRADITIONS LP LIFT sranoN t WP 47 DEVELOPMENT L / / DEVELOPER: ENGINEER:
/,�_ Bryan Commerce In & Traditions Acquisition Pamtersht , LP
8555/167 SWITZER DEASON 6437/284 / / �' / Development, Inc. 2100 TRADITIONS p I:
BLVD.
/�% �--� P.O. Box 1000 Schultz En Ineenn LL_C
8538/107 / / /� BRYAN. TEXAS 77807 g g
o '- \ / / / / / Bryan, Texas 77805 s7s,a21.2.562
/ 2730 LONGMIRE DR., SUITE A
COLLE
• /� � � � � // /// � / � GE STATION, TEXAS 77845
i 979.764.3900
(j/
Curve Table
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C7
467.36'
862.41'
031'03'00'
239.57'
461.66'
S5723'18"W
C2
42.15'
1094.32'
002'12'25"
21.08'
42.15'
S41'15'30'W
C3
39.38'
25.00'
090'14'28"
25.11
35.43'
SO2'10'46"E
C4
39.2T
25.00'
090'00'00"
25.00'
35.36'
NO3'08'1 2W
C5
38.90'
25.00'
089'08'34"
24.63'
35.09'
S8717'31 "W
C6
39.64'
25.00'
090'51'26`
25.35'
35.62'
S02'42'29"E
J
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r MEADS LIVING TRUST a �, a . 1
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ff
t
(
�\3 L" �.- � � _ \ _
a \ 20 } T . / t C
-,-L, 2 -1. �' \, a s � J ( - � LEGEND
IUj
IN PROPERTY BOUNDARY
\ \ I LOW
PRESSURE-, \ - I ( RY
,� \ % O
\� \ �' I NATURAL GAS \ j ! LOT LINE
ry ( I '
\ � \ 8i --� � _PIPELINE.��
', L ! O• PROPERTY CORNER
C] PUBLIC UTILITY EASEMENT _ NT (P.U.E.) �
d : \ EXISTING OVERHEAD
O RIGHT OF WAY (ROW)
LI
:
ELECTRIC NE
CITY LIMIT LINE
\ \\ ( ao
d\ \o I I o ----
"'
I '
Ln
0-
-W-18
NATURAL GAS WILLIAM & LULA
PROPOSED
SED WATERLINE
MEADS TRUSTEES-
�
\ d\ s 4_ __ I \ ✓,, \ \ I I (n I 8 PROPOSED SEWER LINE
EXISTING S-12 S-12 EXISTING SEWER LINE LOW PRESSURE
PIPELINE 2845/123 S_8 S
Q 20 EASEMENTC4 =
O \ \ PHASE 23 0 t
\\ � \ \ I I PHASE LINE
Q
�. I \ \ LOT 2, BLOCK 1 �m \ : \ I
\�
� 33 W :-- � / � % / OHE OHE OHE OVERHEAD ELECTRIC LINE
-, d �_.__ 4,._ ,
� a.2 -__- _ _- � _ -- . ,.:� __._a .. _ .d ,.. �� :�.�_ r
�,
_ /- _ _ _
\ I 32 l I ( f P P
� � s \ --� � � � l ' P LOW PRESSURE NATO
U N p' , \ \ RAL GAS
� --�� \; PIPELINE
�d \ \ \ \ C.3 I �. L FM
ao ` \ I II FM SANITARY SEWER FORCE MA
\ \ \ PHASE \ ` '� I I' _ IN
� 25 I �� � 1
_ ( � _ � 1.
01
\ 8 LO1` 3, BLOCK 1
_ d I
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10.3. ACRES
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.EXISTING
...... \` � � 30 SANITARY SEWER EASEMENT. �VICINITY
NITY MAn
.
th CJj UNILL SI I E LASEMENT 4279/217 , DARYL 5WINNEY /
o\ N42' 56 28 E -198.94
/ 4279/217 \ II 8556/175 /
- ARLEN CROUCH / /
o o / J.H. JONES' SURVEY A-26
_ � N I N WP 47 DEVELOPMENT LTD : � �
TEMP. CU 100'
SAC m O' 365/249 / 1
_ / COLLAGE STATION, BRAZOS COUNTY TEXAS
.PROPOSED CITY OF BRYAN � to - rq 4561/039 /1 �
LOW PRESSURE
12" SEWER LINE NATURAL GAS
PIPELINE T ` / /
/ PROPOSED CITY OF BRYAN O' � SCALE: 1"=100'
\ /S
.. � 8 FORCE MAIN � / / / ✓ SURVEYOR:
�- DECEMBER 2012
BRYAN COMMERCE & S-12 _ \ : , -� BRAD KERR RPts No _
S S -T2 _ / / / / . 4502
/ /
KERR SURVEYING
DEVELOPMENT INC. . -F - d / , LLC
1 /,
7974/169 -'` 506
_ / / . / / � �" / � 409 N. TEXAS AVE.
BRYAN
� � .5o S47° 1 00'�� -1220.35' i ---•- , rx 77603
---. 650.85' rn / / /
/ 20' P.I.I.E. - / �/ / 979 268- -
/ / _- , / ( ) 3195
�� c � PROPOSED %
--
ELECTRIC LINEEXISTING R\-_ CITYOFBRYAN OWNER:
'1 CAMWEST TRADITIONS LP LIFT sranoN t WP 47 DEVELOPMENT L / / DEVELOPER: ENGINEER:
/,�_ Bryan Commerce In & Traditions Acquisition Pamtersht , LP
8555/167 SWITZER DEASON 6437/284 / / �' / Development, Inc. 2100 TRADITIONS p I:
BLVD.
/�% �--� P.O. Box 1000 Schultz En Ineenn LL_C
8538/107 / / /� BRYAN. TEXAS 77807 g g
o '- \ / / / / / Bryan, Texas 77805 s7s,a21.2.562
/ 2730 LONGMIRE DR., SUITE A
COLLE
• /� � � � � // /// � / � GE STATION, TEXAS 77845
i 979.764.3900
(j/