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BEARS: S 42'00'35" W 207.48'
GENERAL NOTES:
I . THE CONTRACTOR 5HALL 13E RESPONSIBLE FOR VERIFYING THE LOCATION Of ALL. SOLID WASTE DISPOSAL WATER 5ANITARY 5EWER LOADINGS:
EXISTING UTILITIES. AT LEAST 48 -HOURS PRIOR TO BEGINNING CONSTRUCTION, THE 1. EACH HOUSE WILL UTILIZE THE STANDARD CURB ROLL -UP WASTE BIN. 1. WATER DEMAND AND SEWER PRODUCTION FOR 4 HOMES:
CONTRACTOR SHALL CONTACT DIG TE55 @ 1-800-344-8377. FOUNDATION � BUILDING CONSTRUCTION:
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF B/C5 UNIFIED DESIGN RESIDENTIAL HOMES (4): MINIMUM AVERAGE MAXIMUM
GUIDELINES AND SPECIFICATIONS FOR WATER, SEWER, DRAINAGE AND STREET 1. FOUNDATION AND BUILDING DE51GN AND CONSTRUCTION ARE TO BE PROVIDED BY OTHERS. WATER: 2 GPM 8 GPM 32 GPM
3• CONSTRUCTION. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY5 AND ARE NOT INCLUDED IN THESE DOCUMENTS. SEWER: 2GO GPD 1,040 GPD 2,000 GPD
STANDARDS. ALL CONSTRUCTION SHALL BE COORDINATE[) WITH THE CITY ENGINEERS DEMOLITION / CONSTRUCTION WASTE:
OFFICE PRIOR TO START. NUMERICAL LEGEND:
4. THE CONTRACTOR 15 PE5PON51BLE FOR ALL CONSTRUCTION SAFETY, CONSTRUCTION I . CONTRACTOR SHALL PROVIDE CONTAINMENT FOR WASTE, PRIOR TO, AND DURING,
DRAWINGS DO NOT INCLUDE NECE55ARY=MPONENT5 FOR CONSTRUCTION SAFETY. DEMOLITION / CONSTRUCTION. SOLID WASTE ROLL -OFF BOXES / METAL DUMP5TER5 I . 31 L.F. Of G" CURB REHAB (DETAIL 5T 1-01)
5. LOCATION Of EXISTING BURIED UTILITIES, WHERE SHOWN, 15 APPROXIMATED ONLY. SHALL BE SUPPLIED BY CITY OR CITY PERMITTED CONTRACTOR(5) ONLY. 2. STD. CITY RESIDENTIAL DRIVEWAY (DETAIL ST2-00)
OTHER UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE CONSTRUCTION 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER 3. EXISTING G" WATER LINE (DEPTH UNKOWN)
DRAWINGS. THE CONTRACTOR 5HALL BE RESPONSIBLE FOR LOCATING AND DISPOSAL Of ALL LIQUID AND 50LID WASTE ASSOCIATED WITH TH15 PROJECT, THE 4. 4" x Gil SADDLE TAP lI!, VALVE
PROTECTING Of ALL BURIED UTILITIES. CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCES Of 5. 5TD. CITY WATER METER � BOXES.
G. THE PROPOSED BUILDINGS AND ASSOCIATED DIMENSIONS SHOWN HEREIN WERE WIND BLOWN LITTER FROM THE PROJECT. G. 140 L.F. Of 4" PVC PIPE AWWA WATER SERVICE LINE.
PROVIDED BY OWNER. 7. 48 L.F. OF: I " TYPF'K! COPPER TUBING WATER SERVICE
7. PROPERTY 15 CURRENTLY ZONED GENERAL SUBURBAN, SITE CLEARING AND GRADING: 8. 4G L.F. Of 4"0 @ 5DR2G ASTM 3034 SAN. SEWER PIPE @ - 1.0% CLEAN OUT.
8. THE SUBJECT PROPERTY DOES NOT LIE WITHIN THE LIMITS Of THE 100 -YEAR FLOOD I . SITE PREPARATION: CONTRACTOR SHALL CLEAR AND GRUB DESIGNATED AREAS OF ALL 9. 134 LF. OF 1 "0 PVC PIPE WATER SERVICE LINE.
HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY: TOP 501L AND ORGANIC MATERIAL. TOP SOIL SHALL BE STOCKPILED ON-SITE AT A 10. 25 L.F. Of I " TYPE 'K' COPPER TUBING WATER SERVICE PIPE � CLEAN OUT.
MAP NUMBER 48041 C0305f, DATED APRIL 2, 2014. LOCATION DESIGNATED BY OWNER. 1 1. 19 L.F. Of G" CURB REHAB (DETAIL ST1-01)
9. THE METES AND BOUNDS DESCRIPTION SHOWN HEREIN WERE PROVIDED BY KERR2. ALL AREAS THAT ARE FOUND TO BE?UMPING'OR5INK-HCLf_5'OP NOT TO BE IN 12. BENCHMARK: EXISTING 55MH RIM ELEVATION= ±323.33', F/L=±317.73,
SURVEYING, FEBRUARY 2013. ORIGINAL UN -EXCAVATED COMPACTED STATE, SHALL BE REMOVED AND REPLACED WITH 13. SIDEWALK RAMP REPAIR (DETAIL SW3-00)
10. ALL SIDEWALKS AND RAMPS SHALL 13E CONSTRUCTED IN STRICT ACCORDANCE WITH SELECT FILL, COMPACTED PEP, PROJECT SPECIFICATIONS. 14. 30 L.F. Of 4"0 SDR 3G ASTM 3034 SAN. SEWER PIPE @ -1 .0% * CLEAN OUT.
A.D.A. (AMERICANS WITH DISABILITIES ACT) AND T.A.S. (TEXAS ACCESSIBILITY 15. PROPOSED 55MH #1 - RIM ELf-VATION=±323.501, INVFRT=±318.501.
STANDARDS) REQUIREMENTS AND STANDARDS. 5TORM WATER MITIGATION NOTff5: I G. PROPOSED 55MH #2 - RIM ELEVATION =:t324.001, INVERT= -319.70'.
11. CONTRACTOR SHALL HYDRO -MULCH SEED TO PROMOTE GRASS RE -GROWTH TO AL I . CONTRACTOR/OWNER15 RESPONSIBLE FOR FILING A NOTICE Of INTENT (NO0 WITH --- MATCH DRIVEWAY ELEVATION
AREAS THAT HAVE BEEN DISTURBED 13Y CONSTRUCTION. 17. 147 L.F. 00 SDR 2G A5TM 3034 SANITARY SEWER PIPE.
ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM 1& 4" Thk. RESIDENTIAL DRIVEWAYS (14'x 2G-)
ALL P TCEQ PRIOR TO CONSTRUCTION.
FROM ANY PUBLIC RIGHT Of WAY OR - #3 EARS @ 12" O.C.B.W. ; 3,000 psi CONCRETE @ 28 DAYS.
VIEW OR 150LATFD 50 AS NOT TO BE VISIBLE fP 2, THE CONTRACTOR 15 RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION
RESIDENTIAL DISTRICT WITH -IN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT ASSOCIATED WITH THIS PROJECT, THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO
PREVENT THE TRANSPORTATION (-)F SEDIMENT FROM THE PROJECT r-l-rr- 10. EXISTING FIRE HYDRANT
FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL 13E COORDINATED WITH BUILDING
ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 3. ALL STORM NATER PRODUCED FROM TH15 51TE GENERALLY SHEET FLOWS OVER
13. THE CONTOURS AND ELEVATIONS SHOWN HEREIN WERE TAKEN FROM CITY GRASSLAND AND PAVED AREAS FROM NORTH TO SOUTH AND 15 COLLECTED IN THE
CONTOUR DATA DATED 2012. HOLLEMAN DRIVE R -O -W WHERE IT ENTERS THE MUNICIPAL DRAINAGE SYSTEM.
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LOCATION MAP
SCALE: 1" = 500'
LEGEND
PROPERTY LINES
LOT LINES / R -O -W LINES
EASEMENT LINE
BUILDING SET BACK LINE
65 i EXISTING G" SEWER LINE
2W EXISTING 2" WATER
G5 PROPOSED G" SEWER LINE
EROSION CONTROL SILT FENCE
P.U.E. PUBLIC UTILITY EASEMENT
0 PROPERTY CORNER
TYPICAL DOUBLE
UUU WATER SERVICE TAP
TYPICAL SANITARY SEWER
SERVICE LINE t CLEAN-OUT
I
I 777,
COMMON ACCESS EASEMENT /
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PRUMINARY PLAN NOTES:
I . THE LAND 15 CURRENTLY ZONED R-1 B SINGLE FAMILY RESIDENTIAL.
2. THE PROJECT PROPERTY DOES NOT LIE WITHIN THE LIMITS Of THE 100 -YEAR
FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY
MANAGEMENT AGENCY: MAP NUMBER 48041 C030517, EFFECTIVE DATE
MAY I G, 2012.
3, THE BUILDING SETBACK REQ IIIREMENTS FOR TH15 TRACT ARE ESTABLISHED
BY THE CITY Of COLLEGE STATION ZONING ORDINANCE.
4. ORIGIN Of SURVEY: 'CONTROL MONUMENT (CM) - FOUND AND USED TO
ESTABLISH PROPERTY CORNERS AND PROPERTY- LINES SHOWN HEREIN. ALL
PROPERTY LINE DIMENSIONS ARF FLAT CALL AND MEASURED. BEARING
SYSTEM SHOWN HEREON 15 BASED ON GRID NORTH, ,AS -ESTABLISHED FROM
GPS OBSERVATION.
5. PRIVATE ACCESS EA5EMfNT, THIS 24'x 208.71' PRIVATE SHARED ACCE55
EASEMENT 15 TO BE DEDICA41D VIA A SEPARATE INSTRUMENT. THIS
EA5EMf NT E5TAI3LI5HE5 5H/ 'RED ACCE55 AND MAIN, 3 TENANCE
RESPONSIBILITIES BETWEEN ADJOINING LOTS 1, 2� 4.
G. 12" IRON RODS ARE SET AT BACK PROPERTY CORNERS t'X'IN CONCRETE
HAS BEEN PLACED AT FRONTPROPERTY CORNERS.
7. EACH LOT 15 REQUIRED TO PROVI DE A MINIMUM OF TWO (2) TREES Of AT LEAST TWO
INCHES (2") IN CALIPER OR ONE TREE Of 4" CALIPER PER ORDINANCE # 3222.
8. RIGHT Of WAY DEDICATION:
A. I PHOLLEMAN DRIVE R -O -W DEDICATION
B. 8'FAIRVIEW AVE P,-O-WDEDICATION
C. I O' PUBLIC UTILITY AND ACCESS EASEMENT ALONG FAIRVIEW AVE.
I
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1 BLOCK CONSISTING OF
4 LOTS ON0.8767 ACRES
So R -O -W DEDICATION 0.0973 ACRES
I
0.974 ACRE TRACT
CRAWFORD BURNETT LEAGUE, A-7
ZONED R-1
COLLEGE STATION,B,RAZOS COUNTY, TEXAS
MARCH 18, 2015
SURVEYOR
DEVELOPER
JC WALL Iii KERR SURVEYING, LLC
i
BK HOMES 505 CHURCH AVE.
5839 FOSTER ROAD
OAD COLLEGE STATION, TEXAS 77840
BRYAN, EXAS �77807 (979) 268-0150
GATTISENGINEERING
ENGINEERS + CONSULTANTS
I SHEET I OF I FIRM ff-�7698 * 2010 Moses Creek Ct. * College Station, Tx. 77845 * (979) 575-5022
1 [_4FMSnn2 11 INFO@GATTISENGINEERING.COM
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\ PROPERTY LINES
LOT LINES / R -O -W LINES
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IS, ACCESS EASEMENT LINE
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OA/ !/ / P.U.E. PUBLIC UTILITY EASEMENT
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METES AND AND BOUNDS DESCRIPTION
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VOVz !^p / �`\ \ • � - ,� 6�O �� COLLEGE STATION, BRAZOS COUNTY, TEXAS PRLIMI /CRY PLAN NOTES:
,, \�O � ([J • \ 6�L O O� O,� METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF I . THE LAND IS CURRENTLY ZONED GS- GENERAL SUBURBAN.
t� �,�"J n ll �%�J l /�� LAND LYING AND BEING SITUATED IN THE CRAWFORD 13URNETT LEAGUE, 2. THE PR JECT PROPERTY DOES NOT LIE WITHIN THE LIMITS OF THE 100 -YEAR FLOOD
\V` Q%� �rnn ,� �/\ �v 2 / / \ \ 9�J �s, 'J �9 "�� \� ABSTRACT NO. 7, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT HAZARD REA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY:
Op///\ BEING THE SAME TRACT OF LAND AS DESCRIBED BY A DEED TO NEW AMERICAN MAP NU"�A
BER 4804 I C0305F, EFFECTIVE DATE MAY 16, 2012.
DREAM, LTD RECORDED IN VOLUME 8029, PAGE 149 OF THE OFFICIAL PUBLIC 3, THE BUI DING SETBACK REQUIREMENTS FOR THIS TRACT ARE ESTABLISHED
10 RECORDS
-°OO'+� �• \ RECORDS OF 5RAZ05 COUNTY, TEXAS. BY THE ITY OF COLLEGE STATION ZONING ORDINANCE.
n , / _ 4, ORIGIN ! F SURVEY: CONTROL MONUMENT (CM) - FOUND AND USED TO
DYJ(� V ` SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS ESTABLISHI PROPERTY CORNERS AND PROPERTY LINES SHOWN HEREIN. ALL
•' I/ \ \ `Q\i\ �O� \ \ AS FOLLOWS: PROPE01Y LINE DIMENSIONS ARE PLAT CALL AND MEASURED. BEARING
S i I i Icj SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM
n' ~" V�
c ••._ / / , /2 INCH IRON ROD SET AT THE INTERSECTION OF THE
�.• \� V \� �',� NORTHWESTALINE OF HOLLEMAN DRIVE (60' R.O.W.) AND THE SOUTHWEST LINE GPS OBSERVATION.
OF FAIRVIEW AVENUE (50' R.O.W.) MARKING THE EAST CORNER OF THIS HEREIN 5. PRIVATE�ACCSS EASEMENT: THIS 24' x 208.71' PRIVATE SHARED ACCESS
EASEME TIS TO BE DEDICATED VIA A SEPARATE INSTRUMENT. THIS
�P p �y, / \ 0� iO �j �\ DESCRIBED TRACT. FOR REFERENCE, A POINT ON THE SOUTHEAST LINE OF EASEME T ESTABLISHES SHARED ACCESS AND MAINTENANCE
�-- \ Q \' / S \ O MO 1 HOLLEMAN DRIVE BEARS: S 47 59 27" E FOR A DISTANCE OF 60.00 FEET, RESPONSIBILITIES BETWEEN ADJOINING LOTS I , 2, 3 4.
p �' O • \ \�,\ / OO • p / V �s, \ \ °,�0� O GPS' FROM ANCE WHICH
0F 2G.00 5/8 INCH IRON ROD FOUND BEARS: N 42° 00' 33" E FOR A G. Y" IRON RODS ARE SET AT BACK PROPE RTY CORN ERS ' X ' IN CON CRET O O� off' \p / /�, / / / \ O \2 G `firr OJ`7° \ �I' 33" W FOR A D15TANCE OF 1 280 371 FEETNCH ! ALSO RON OFOR RE ERENCD FOUND E A POINT OF HAS BEEN PLACED AT FRONT PROPERTY CORNERS.
E
,° ,o �__ �c �O V I / T FAIRVIEW ° 7. EACH L TIS REQUIRED TO PROVIDE A MINIMUM OF TWO 2 TREES OF AT EA
O �. � . /.•v �` `� (fi \ N 33 g D STANOCETOF 50.00 FEET, FROM WHICH ANE'XB N CONCRETE BEARS N 48 20 O LEAST TWO
INCHES 2) IN CALIPER OR ONE TREE OF 4" CALIPER PER ORDINANCE # 3222.
> > ' J ' / - ---- ___._ Q \ S \ 52" W FOR A DISTANCE OF 429.35 FEET AND A 3/4 INCH IRON PIPE FOUND 8. RIGHT WAY DEDICATION / EASEMENT:
O s �e / Gj V O \ I �� BEARS: N 48° 20' 52" W FOR A DISTANCE OF 604.35 FEET; A• I HOLLEMAN DRIVE R -O -W DEDICATION (0.062 AC)
B. 8' AIRVIEW AVE R -O -W DEDICATION (0.035 AC)
\/p^� / / \i ° \ \w THENCE: S 42° 00'35" W ALONG THE NORTHWEST LINE OF HOLLEMAN DRIVE C. 2 I "CNAMFER ROW DEDICATION (0.007 AC)
vv ! , O POINT OF FOR A DISTANCE OF 208.87 FEET)(DEED CALL: S 45° 00' 00" W - 208.70 FEET, D. I O' PUBLIC UTILITY AND ACCESS EASEMENT ALONG FAIRVIEW AVE.
p / `b Q``' pp �_ \ / P EG I N N I N G_ \�� 8029/ 149) TO A V2 INCH IRON ROD SET MARKING THE SOUTH CORNER OF THIS FE. . 24' P.U.E. ALONG CENTER OF PROPERTY.
/ �/• O �L \i HEREIN DESCRIBED TRACT. FOR REFERENCE, A 5/8 INCH -IRON ROD FOUND SHARED ACCESS EASEMENT AT CENTER OF PROPERTY.
/^ n /,, p41-19. THE METES AND BOUNDS DESCRIPTION SHOWN HE I
O� O� v vJ .
1/2 (NCF-I -I i\ON BEARS: S 42 00'35" W FOR A_D.ISTANCE OF 207.48 FEET; - REN WERE PROVIDED BY KERR
O D� O 2 \ 2 /, p
rn 2 \, _ KO 5FT _ SURVEYING FEBRUARY 2013.
v / V v l / rTl ' (p� THENCE: N 48° 20' 52" W FOR A DISTANCE OF 188.94 FEET TO A 5/3 INCH 10. THE CON 'OURS AND ELEVATIONS -SHOWN HEREIN WERE TAKEN FROM CITY
O IRON ROD FOUND; CONTOU� DATA DATED 2012.
�\ O��� I I . SINGLE-FAMILY PARKING ORDINANCE IS MET USING THE WIDE LOT FRONTAGE
/S THENCE: N 47° O P 5 1 " W FOR A DISTANCE OF 13.63 FEET TO A 1/2 INCH IRON OPTION.
!,,
ROD SET MARKING THE WEST CORNER OF THIS HEREIN DESCRIBED TRACT AND
DK. / // \ (a�l��\� THE SOUTH CORNER OF A TRACT OF LAND AS DESCRIBED BY A DEED TO JAMES
REED, JR. RECORDED IN VOLUME 1050, PAGE 182 OF THE OFFICIAL PUBLIC
RECORDS OF BRAZOS COUNTY, TEXAS . FOR REFERENCE, A 1/2 INCH IRON ROD
J• / / \ � - / \ FOUND BEARS: N 47 0P5 1 W FOR A DISTANCE OF 104.55 FEET; NUMERICAL LEGEND:
n / "' (a s THENCE: N 41 ° 40' 22" E ALONG THE SOUTHEAST LINE OF SAID REED TRACT I • EXISTING 6" WATER LINE (DEPTH UNKOWN)
t� "JV^, V \ /y, 2. 140 L. OF 4" PVC PIPE AWWA WATER SERVICE LINE.
c \ (^� / l/Q � / t9 G�p, `'J �, / � i ,,"' FOR A DISTANCE OF 208.70 FEET (DEED CALL: N 45° 00'00" E - 208.55 FEET,
O v \� �/ 4 s S p�I . % Q \�/ r\� f `\� f 8029/149) TO A 1/2 INCH IRON ROD SET ON THE SOUTHWEST LINE OF 3. BENCHMARK: EXISTING SSMH RIM ELEVATION= ±323.33', F/L=±317.73'
^� • O O Q ':....,,4 / \� \'� ��i nop �' 1 / _.. /' v %` FAIRVIEW AVENUE MARKING THE NORTH CORNER OF THIS HEREIN DESCRIBED 4. 147 L.F. 00 SDR 26 ASTM 3034 SANITARY SEWER PIPE.
r^•�\P!\,\ / \s' S� �CvnQD\ TRACT; 5. EXISTING FIRE HYDRANT
x�o / 1£S( J/(�\/ / \ \ / O V THENCE: S 48° 20' 52" E ALONG THE SOUTHWEST LINE OF FAIRVIEW AVENUE
�p,<%) •I/ / \�1i/� / ,'' FOR A DISTANCE OF 203.80 FEET (DEED CALL: S 45° 15'00" E - 200.02 FEET,
8029/149) TO THE POINT OF BEGINNING CONTAINING 0.974 OF AN ACRE OF
l.,w Q �� • O / v • v / O , P� O LAND (42436 SQ. FT.), MORE OR LESS, AS SURVEYED ON THE GROUND
O Q ' (�,J !� \ Co Q _• FEBRUARY, 2013. SEE PLAT PREPARED FEBRUARY, 2013, FOR MORE
/!�� �Q \O (/�\ \ t�/ / ^OOQ� 3 /, O \ DESCRIPTIVE INFORMATION. BEARING SYSTEM SHOWN HEREIN IS BASED ON
GRID NORTH AS ESTABLISHED BY GPS OBSERVATION.
As 2 p \
pp65
\, / i/ (Op p BRAD KERR
O O V r / `" , %� REGISTERED PROFESSIONALPRE JMINARY PLAN
LAND SURVEYOR No. 4502
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ROD sET s� CRAWF ORD BURNETT LEAGUE, A 7
�, - ZONED GS - GENERAL SUBURBAN
5/8 INCH IRON ROD FOUND (CM) v`� \
�� �� s� COLLEGE STATION, BRAZOS COUNTY, TEXAS
BEARS: S 4 2 ° D U' 3 5 " W 207.48' HATCHED AREA DENOTES DEDICATED RIGHT OF WAY
\� 5EE PRELIMINARY NOTES #8 MARCH 20, 2015
\\\
f DEVELOPER SURVEYOR
JC WALL I11 KERR SURVEYING, LLC
BK HOMES 505 CHURCH AVE.
5839 FOSTER ROAD COLLEGE STATION, TEXAS 77840
BRYAN, TEXAS 77807 (979) 268-0150
SITE LAYOUT
SCALE: V=20' GATTISENGINEERING
ENGINEERS + CONSULTANTS
SHEET 11'OF 1 FIRM #F-7698 * 2010 Moses Creek Ct. * College Station, Tx. 77845 * (979) 575-5022
GE025002 I INFO@GATTISENGINEERING.COM
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BEARS: S 42°00'35" W 207.48'
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METES AND BOUNDS DESCRIPTION
OF A
0.974 ACRE TRACT
CRAWFORD BURNETT LEAGUE, A-7
COLLEGE STATION, BRAZOS COUNTY, TEXAS
n METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF
LAND LYING AND BEING SITUATED IN THE CRAWFORD BURNETT LEAGUE,
9�J ABSTRACT NO. 7, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT
BEING THE SAME TRACT OF LAND AS DESCRIBED BY A DEED TO NEW AMERICAN
S' DREAM, LTD RECORDED IN VOLUME 8029, PAGE 149 OF THE OFFICIAL PUBLIC
RECORDS OF BRAZOS COUNTY, TEXAS.
SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS
AS FOLLOWS:
BEGINNING AT A 1/2 INCH IRON ROD SET AT THE INTERSECTION OF THE
NORTHWEST LINE OF HOLLEMAN DRIVE (GO' R.O.W.) AND THE SOUTHWEST LINE
OF FAIRVIEW AVENUE (50' R.O.W.) MARKING THE EAST CORNER OF THIS HEREIN
DESCRIBED TRACT. FOR REFERENCE, A POINT ON THE SOUTHEAST LINE OF
0'0 S MON HOLLEMAN DRIVE BEARS: S 47° 59' 27" E FOR A DISTANCE OF 60.00 FEET,
FROM WHICH A 5/8 INCH IRON ROD FOUND BEARS: N 42° 00' 33" E FOR A
C P ' q DISTANCE OF 26.00 FEET AND A 5/8 INCH IRON ROD FOUND BEARS: S 42° 00'
DO ��'GS (� �Nq
� / 33 W FOR A DISTANCE OF 1280.37 FEET. ALSO FOR REFERENCE, A POINT OF
JOJD 5TANTHE OCETOf 50.00 FEET, FROM WHICH ANHEAST LINE Of FAIRVIEW E"Xg N CONCRETE BEARS: N 48° 20'
1 52" W FOR A DISTANCE OF 429.35 FEET AND A 3/4 INCH IRON PIPE FOUND
/ BEARS: N 48° 20'52" W FOR A DISTANCE OF 604.35 FEET;
X THENCE: 5 42° 00' 35" W ALONG THE NORTHWEST LINE OF HOLLEMAN DRIVE
POINT OF (off FOR A DISTANCE OF 208.87 FEET)(DEED CALL: 5 45° 00' 00" W - 208.70 FEET,
BEGINNING 8029/ 149) TO A % INCH IRON ROD SET MARKING THE SOUTH CORNER OF THIS
HEREIN DESCRIBED TRACT. FOR REFERENCE, A 5/8 INCH IRON ROD FOUND
1/2 INCH IRON/BEARS: S 42'00'35" W FOR A DISTANCE OF 207.48 FEET;.
THENCE: N-48° 20'-52" W -FOR -A_ -DISTANCE OF 188.94 FEET_ TO -A 5/6 INCH
-
IRON ROD FOUND;
THENCE: N 470 P5 1" W FOR A DISTANCE OF 13.63 FEET TO A 1/2 INCH IRON
C� rr ROD SET MARKING THE WEST CORNER OF THIS HEREIN DESCRIBED TRACT AND
THE SOUTH CORNER OF A TRACT OF LAND AS DESCRIBED BY A DEED TO JAMES
REED, JR. RECORDED IN VOLUME 1050, PAGE 182 OF THE OFFICIAL PUBLIC
RECORDS OF BRAZOS COUNTY, TEXAS . FOR REFERENCE, A 1/2 INCH IRON ROD
J/ FOUND BEAR5: N 47° 01' 5 1 " W FORA DISTANCE OF 104.55 FEET;
THENCE: N 41 ° 40' 22" E ALONG THE SOUTHEAST LINE OF SAID REED TRACT
FOR A DISTANCE OF 208.70 FEET (DEED CALL: N 45° 00'00" E - 208.55 FEET,
8029/149) TO A 1/2 INCH IRON ROD SET ON THE SOUTHWEST LINE OF
FAIRVIEW AVENUE MARKING THE NORTH CORNER OF THIS HEREIN DESCRIBED
TRACT;
THENCE: S 48° 20' 52" E ALONG THE SOUTHWEST LINE OF FAIRVIEW AVENUE
FOR A DISTANCE OF 203.80 FEET (DEED CALL: S 45° 15'00" E - 200.02 FEET,
8029/149) TO THE POINT OF BEGINNING CONTAINING 0.974 OF AN ACRE OF
LAND (42436 5Q. FT.), MORE OR LESS, AS SURVEYED ON THE GROUND
FEBRUARY, 2013. SEE PLAT PREPARED FEBRUARY, 2013, FOR MORE
DESCRIPTIVE INFORMATION. BEARING SYSTEM SHOWN HEREIN 15 BASED ON
GRID NORTH AS ESTABLISHED BY GPS OBSERVATION.
G5
G5
P.U.E.
O
MCNIMP
PROPERTY LINES
LOT LINES / R -O -W LINES
EASEMENT LINE
ACCESS EASEMENT LINE
EXISTING G" SEWER LINE
PROPOSED G" SEWER LINE
PUBLIC UTILITY EASEMENT
PROPERTY CORNER
PRLIMIIJARY PLAN NOTES:
I . THE LAND IS CURRENTLY ZONED G5- GENERAL SUBURBAN.
2. THE PROJECT PROPERTY DOES NOT LIE WITHIN THE LIMITS OF THE 100 -YEAR FLOOD
HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY:
MAP NUMBER 48041 C0305F, EFFECTIVE DATE MAY I G, 2012.
3, THE BUILDING SETBACK REQUIREMENTS FOR THIS TRACT ARE ESTABLISHED
BY THE CITY OF COLLEGE STATION ZONING ORDINANCE.
4. ORIGIN OF SURVEY: CONTROL MONUMENT (CM) - FOUND AND USED TO
ESTABLISH PROPERTY CORNERS AND PROPERTY LINES SHOWN HEREIN. ALL
PROPERTY LINE DIMENSIONS ARE PLAT CALL AND MEASURED. BEARING
SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM
GPS OBSERVATION.
5, PRIVATE ACCESS EASEMENT: THIS 24'x 208.71' PRIVATE SHARED ACCESS
EASEMENT IS TO BE DEDICATED VIA A SEPARATE INSTRUMENT. THIS
EA5E ENT ESTABLISHES SHARED ACCESS AND MAINTENANCE
RE5PONSI5ILIT!E5 BETWEEN ADJOINING LOTS 1, 2, 3 * 4.
G. Y" IROIN RODS ARE SET AT BACK PROPERTY CORNERSX' IN CONCRETE
HAS BEEN PLACED AT FRONT PROPERTY CORNERS.
7. EACH OT IS REQUIRED TO PROVIDE A MINIMUM OF TWO (2) TREES OF AT LEAST TWO
INCHE (2") IN CALIPER OR ONE TREE OF 4" CALIPER PER ORDINANCE # 3222.
8. RIGHT OF WAY DEDICATION / EASEMENT:
A. I P HOLLEMAN DRIVE R -O -W DEDICATION (0.062 AC)
B. 8' FAIRVIEW AVE R -O -W DEDICATION (0.035 AC)
C. 125' CHAMFER ROW DEDICATION (0.007 AC)
D. 1110' PUBLIC UTILITY AND ACCESS EASEMENT ALONG FAIRVIEW AVE.
E. 34' P.U.E. ALONG CENTER OF PROPERTY.
F. 24' SHARED ACCESS EASEMENT AT CENTER OF PROPERTY.
9. THE METES AND BOUNDS DESCRIPTION SHOWN HEREIN WERE PROVIDED BY KERR
SURVEYING, FEBRUARY 2013.
10. THE CONTOURS AND ELEVATIONS SHOWN HEREIN WERE TAKEN FROM CITY
CONTOUR DATA -DATED -201`2. _
1 1. SINGLE-FAMILY PARKING ORDINANCE IS MET USING THE WIDE LOT FRONTAGE
OPTION.
NUMERICAL LEGEND:
I . EXISTING G" WATER LINE (DEPTH UNKOWN)
2. 140 L.F. OF 4" PVC PIPE AWWA WATER SERVICE LINE.
3. BENCHMARK: EXISTING 55MH RIM ELEVATION= ±323.33', F/L=-+-31 7.73'
4. 147 LT. G"O SDR 2G ASTM 3034 SANITARY SEWER PIPE.
5. EXISTING FIRE HYDRANT
O� BRAD KERR
REGISTERED PROFESSIONALPRELIMINARY PLAN -
LAND SURVEYOR No. 4502
F R RECORDNOTO
._ FAI -IEW SUBDIVISION -
1 BLOCK CO S STINN I OF
, G
4 LOTS ON 0.8696 ACRES
S9 R -O -W DEDICATION = 0.1044 ACRES
S9 0.974 ACRE TRACT
i
CRAWFORD BURNETT LEAGUE, A-7
S� ZONED GS - GENERAL SUBURBAN
COLLEGE STATION9 BRAZOS COUNTY TEXAS
S9 I
7WAY MARCH 20, 2015
DEVELOPER SURVEYOR
JC WALL III KERR SURVEYING, LLC
BK HOMES 505 CHURCH AVE.
5839 FOSTER ROAD COLLEGE STATION, TEXAS 77840
BRYAN TEXAS 77807
(979) 268-0150
GATTISENGINEERING
ENGINEERS + CONSULTANTS
SHEET 1 OF 1 FIRM #F-7698 * 2010 Moses Creek Ct. * College Station, Tx. 77845 * (979) 575-5022
nrnlcINFO@GATTISENGINEERING.COM
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3. EXISTING G" WATER LINE (DEPTH UNKOWN) '
-,
COLLEGE STATION, Z COUNTY, TEXAS
I-----
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_ 9
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9. THE METES AND BOUNDS DESCRIPTION SHOWN HEREIN WERE PROVIDED BY K,ERP 1 2, BENCHMARK: EXISTING 55MH RIM ELEVATION=±323.33', F/L=±317.73'
-�,, I DEVELOPER SURVEYOR
SURVEYING, FEBRUARY 201 3, MID - _
-(�.L�II-sIr3F4M1�Alls qr n PAtAPS �t nil - �rnnei�� ariT� -
__ JC WALL Ill KERR SURVEYING, LLC
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n COLLEGE STATION, TEXAS 77840
i �1i1 -hiiER 15 L - _ \ - _ i 5839 FOSTER ROAD
n T 17. 147 L.F. G"O SDP. 2G ASTM 3034 SANITAP.Y SEbI'ER PIPE. BRYAN, TEXAS 77807 (979} 268-0150
Wtls - .
V L R LTH P\OJECT. THE CONTRACTOR SHALL
-
` I - PP F_ruc TPnAI4P/IPTn Ti n1.1 /lc GcnIn AFA1T FP(lAA Thic P��,F,-T�„-.-_ 19. EXISTING FIP\E HYDRANT - - - - -
158' 8F -T+49 -9W9499 -T- S. yatir ENGINEERIN
VE GP L
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I �
. THE CONTOURS AND ELEVATIONS SHOWN HEREIN WERE TAKEN FROM CITY ENGINEERS � CONSULT ;
CONTOUR DATA DATED 201 2 - _ 1 * J ANTS { i'
II
F RM #F 698 20.10 .Moses Creek Ct. College Station, Tx. 77845 (979) 575-5022
. SHEET .l O.F t J
GE025002 � INFO@GAT111SENGINEERING.COM 2
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