HomeMy WebLinkAboutDrawingsCO 4STRUCTION NOTES.
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1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF
t ,> ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES
48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED.
DIG TESS: (800) 344-8377
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ATMOS ENERGY: (979) 774-2506
_ Irnr SUDDEN LINK COMMUNICATIONS: (979) 595-2429
n [ [ 1 ° .. VERIZON: (979) 821-4770
CONTRACTOR TO USE WHATEVER MEANS
.:.. _.� 2. , IT IS THE RESPONSIBILITY OF THE ONTRACT
[[
I 'NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE
w - PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND
- 5 PUE
5 PUE FENCE NECESSARY.
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M 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION
AND SEDIMENT CONTROL DEVICES: INSPECTIONS SHALL BE DONE EVERY 14 DAYS'
o -
r
� AND AFTER EVERY RAINFALL EVENT OF 1/2 OR MORE. THE CONTRACTOR SHALL
OI1 I -I ge 1.1VC
•; REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE
[ [ - 40 20 0 40
27 B -B PVMT, 50 ROW
�[ CONSTRUCTION OF THIS PROJECT.
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SCALE IN FEET
4. 'THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL F?ERMIT N0. TXR
150000 REQUIREMENTS FOR CONSTRUCTION .SITES.
s� O
_ C?-�---- 5. ', PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER
cu �, G ND SEEDING ALL DISTURBED
• ,... :_, CONSTRUCTION 5 C MPLETE Y HYDROMULCHIN A I,,,
\ 'AREAS.
_. C F
6. .ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY 0
f 5 PUE
>< . ATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER,
� _-_.,I�.-s-�, p i ... �� :.; , ,BRYAN/COLLEGE STA y . EXISTING ar r _t_ CONSTRU T10N SHALL BE
'4 VOL 1 1061 + 'T _ SEWER, STREETS SIDEWALKS AND DRAINAGE. ALL C1�J ,
.`� , R_`�T .� f�Ir
.
5 SIDEWALK FUTURE
PG. 31) /w : " SIDEWALK
COORDINATED WITH THE CITY ENGINEER'S OFFICE.
5 SID
,•, T 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926
FUTURE - REQUIREMENTS.
.. '..- DOS DORADO DEVELOPMENT LLC.
s.•: : � SUBPART P FOR TRENCH SAFETY REQ
5 SIDEWALK z
-. REMAINDER OF
6 AC. TRACT / r::` 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS
. _ 202.6 /
2 1 \ SEE INSET A IS ESTABLISHED.
9656/213 w
- OS DORADO DEVELOPMENT LLC.
9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS
. ..; REMAINDER OF
,.. 0' PUE 5' ,PUE 202.66 AC. TRACT Y': ,ADJACENT TO THE PROJECT SITE.
;..
(VOL. 11
061 / VOL 11061 \ 96 AC. T
,.. / i 1 ..THE CONTRACTOR SHALL REMOVE THE EXISTING TOPSOIL AND STOCKPILE FOR
PG. 31) %PG. 31) n�
-.;. fes" � \ , .. REUSE FROM ALL AREAS OF CONSTRUCTION.
ALL ,
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30 SEMINOLE
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< \ • �i \ •.. 11. THIS PROPERTY IS IN THE SPRING CREEK .IMPACT FEE AREA. .
WALL�.�, PIPELINE 10 TELEPHONE
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/ EASEMENT
EASEMENT
\
q -a- ,� � \ {k . 771 12
i \ o \.. / 505 776 / . •. :
_ - FENCE
tl - PROPOSED
FENCE a -+ „ Ir ,. .
10 ®r
20 PUE / � .
E - J�� N 8 SIDEWALK 2 ti
s 20 PUE ti �yy
0 SEMIN LE
-PHONE _
10 TELE H ......., •>r, �. � -...,. _ •� � � tl � � ,
, � ---325 � `y
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r �8 PIPE t / / „
05 776 .:....,_-._: _ _ .. / ADA F,AMP , ,: _EASEMENT
. _ , / _ .,._ ., _ �. � 8 PIPE ;.,, -
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SIDEWALK
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.....•:�-' /• /•/,'- % PROPO E / ! /; ..,. :,/., , !J. .! •J- ,, ,. /- ./ lr,, f. ,/:. / J r J ,! / / / /;
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LEGEND
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THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
It Engineering, C JOSEPH P. SCHULTZ, P.E., LICENSE
Suite A N0. 65889 ON AUGUST 8, 2013.
2730 Longmire,
College Station, Texas 77845 ISSUED FOR REVIEW
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
REVISION BY I DATE I KERR JPS RCF JPS 12-226 AUGUST 2013
SCALE SHEET
OVERALL.LAYOU
9 VERTICAL N/A �
SIDEWALK lam. HORIZONTAL 111=40'
PLOTTING SCALE:
ENT-r\.AY PLA
FILE NAME: 12-226
�I
MARK 0 milli 11 1
'I
DRAWN/ / / / /. / /, / , / / / ,/ / / / cHEcisv
Dalton Ln.
DATE
/ /f SCALE
RIES
VIA
0 30 60 90 120 feet/• / /'.� / ' /. // / , /./ acM3 ro.
.j
- - - / / /� � / /•/J -DG 13.034.
/ /. / SHEET71
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CROSS SLOPE NOTES:
2% MIN. 1, SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES,
CROSSSLOPE 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS
CROSS SLOPE SIDEWALK @ 40' O.C.,CONTRACTION JOINTS @ 4' O.C.
2% to 40/b 2% MAX.,1% MIN. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE: ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.)
\ WITH #3 x 12" BARS @ 12' O.G. OR #4 x 12" BARS @ 18" O.C.
PAVEME/o NT CURB \ \ ! 1 / / / /\ / V / `�\ /'�� 4. COMPACTION: COMPACTED SUBGRADE MATERIAL. COMPACTED TO A DENSITY AT LEAST 98 OF MAXIMUM DRY DENSITY AS
DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT
A\ 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK.
8' TYP.
SEAL WITH EXPANSION
NOTE: JOINT MATERIAL SMOOTH DOWEL BAR
THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE 114" 112"0 X 18" 12" O.C. R
REQUIREMENTS - BERMS MAYBE REQUIRED (COATED WITH HEAVY
OUTSIDE OF THE SIDEWALK. R I� 3/4" G
REASE)I 3,_0„ MIN.
5'-O" VARIES
w 4„
2%-
MAX.
��
1
------------prop
r
o
o> p
ilk° $• * " > tleW * RECYCLED MATERIAL,1/2"
d, of L SEE NOTE 4
in THICK AS MANUFACTURED
...
..- W e
1:
S
BY J.D. RUSSELL CO. OR 3" LONG METAL OR PLASTIC CAP, INSIDE
APPROVED EQUAL DIAMETER TO BE 1/16" GREATER -THAN
I
R
9S/,h Ir�rl r Ir v DIAMETER OF DOWEL BAR. CAP MUST #3 BARS @ 12" O.C.E.W. OR 28 -DAY CONCRETE
to BE LONG ENOUGH TO COVER 2"OF STRENGTH = 3000 PSI
:• Ing I> DOWEL AND HAVE STOP SO END OF #4 BARS @ 18" O.C.E.W.
t 4" THICK MIN.
h )
a CAP IS 1"FRO EMO F B
M O AR.
PER TAS SEE FINISH NOTE
•. , n ro STANDARDS
y t ALONG LOCAL STREETS
SIDEWALK EXPANSION
SIDEWALK SLOPE REQUIREMENTS SWl-00 & CONSTRUCTION JOINT R
4"x4"x3116" STRUCTURAL STEEL TUBING 3'-0" MIN., 6'-0" VARIES
8' O.C. MAXIMUM 8' O.C. MAXIMUM 12" O.C. SAWED FORMED,
118" TO 3/16" SEAL WITH
EXPANSIOIJ
JOINT MATERIAL, MIN. 2% MAX.
SEE NOTE 4
50" 4„
�- #3 BARS @ 12" O.C.E.W, OR 28 -DAY CONCRETE
PSI
#4 BARS @ 18" O.C.E.W. STREN( „
4 6" ° THICK MIN.)
SIDEWALK CONTRACTION JOINT SEE FINISH NOTE
4"x2"x3116" STRUCTURAL STEEL TUBING
4"x4"x3/16" STRUCTURAL 1 "x1"x3116" STRUCTURAL STEEL TUBING
STEEL TUBING ALONG MINOR COLLECTORS
SEE CONNECTION DETAIL SWEEP SANG
MIN 8"
MAX 24" INTO ALL JOINTS AND LARGER
4,.
CONC. SIDEWALK
6,. 3-112"
TYPICAL PEDESTRIAN 1/2" DIA. BOLT
GUARDRAIL CONNECTIONDETAIL ° "VT
�_p:> 7.5,.
° ACCEPTABLE TRAFFIC RATED 8'-0" VARIES -1,
QT�Ty_(�i PAVER MATERIAL
r 7 V V 1 tl l 2% MAX.
GENERAL NOTES: 1•' MAX. SAND LAYING COURSE SEE NOTE 4
ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SEE NOTE 3
SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH 1S ACCEPTABLE
ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. TRAFFIC RATED 28 -DAY CONCRETE
BARED AREAS SHALL.BE SEEDED OR SODDED WITHIN 14 GAYS OF LAS(' PAVER MATERIAL #3 BARS @ 12" O.C.E.W. OR STRENGTH = 3000 PSI DISTURBANCE. #4 BARS @ 18" O.C.E.W: (4" THICK MIN.)
�7� ��7 sEE FINISH NOTE
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS SMEWALK V ALK PAVER SECTION
BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS �7 � � 1 , T
ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR.,
ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN,
�
ONG MINOR CJ CTORS
ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN AND LARGER
RGER
ACCORDANCE WITH TXDOT STANDARDS �7
REFER TO SPEC 3117 23.23 (PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS. CONCRETE SIDEWALK
7C V ALK
SAVl-02
CROSSWALK DIMENSIONS, CROSSWALK DIMENSIONS,
CROSSWALK MARKINGS, AND CROSSWALK MARKINGS, AND
STOP LINE LOCATIONS SHALL STOP LINE LOCATIONS SHALL
BE AS SHOWN ELSEWHERE IN 4' BE AS SHOWN ELSEWHERE IN
THE PLANS. THE PLANS.
""VARIES 4` "" VARIES 3/16" NOMINAL VARIES
ANNULAR SPACE
3' I GREEN SPACE + 1
...° LIP
q� /G 8, SIDEWALK
/", 4, a /F S DETECTABLE
6'
U.
' SIDEWALKS , S a WARNING -...-.,...........,:
., SURFACE s'
CFG� AMP.:., AMP t1:
DETECTABLE ;,, 6" VARIES
Or FI 12 51.,
PROPERTY LINE \ I WARNING PROPERTY LINE (TYp)
�L - SURFACE \ TRENCH GRATE MAY ONLY BE
ALLOWED WITH PRIOR APPROVAL
q FROM THE CITY ENGINEER AND
h
WHERE THERE IS NO OTHER
�s p/G h V 2S� O/GS,•'• •,.'',• _ STORM SEWER SYSTEM
""23'10'CURB RADIy9 \ AVAILABLE.
US)) q
21.5' (20' CURB RADIUS) w F� \
16.5' (25' CURB RADIUS)
NEENAH GRATE BOLTED
IN PLACE OR APPROVED
EQUAL
No. 4 BARS
CROSSWALKS: DETECTABLE WARNINGS PEDESTRIAN FACILITIES
-DETECTABLE CROSSWALK MARKINGS ARE IMPORTANT TRAFFIC GENERAL NOTES: GENERAL NOTES:
Z WARNING SURFACE CONTROL DEVICES AT CONTROLLED INTERSECTIONS.
THESE DEVICES IDENTIFY THE APPROPRIATE LOCATION 1 • CURB RAMPS MUST CONTAIN A DETECTABLE WARNING 1. ALL GI OPES ARF MAXIMI IM n R F
SURFACE THAT CONSISTS OF RAISED TRUNCATED• THE LEAST
11
�� LANDING FOR PEDESTRIANS TO CROSS THE INTERSECTION AS POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY
WELL AS INFORMING DRIVERS WHERE PEDESTRIANS DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS SHOULD BE USED. ADJUST W ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUST ST CURB RAMP LENGTH OR GRADE
MAYBE PRESENT. NOT ALL LOCATIONS NEED THE ( OF- SIDEWALKS
� CROSSW K CONTRAST VISUALLY WITH ADJ ) ALKS AS DIRECTED. CROSSWALKS MARKED; HOWEVER, TYPICALLY ADJOINING SURFACES, ..
al -p '� COLLECTOR AND ARTERIAL STREETS DO. AS STATED INCLUDING SIDE FLARES- FURNISH DARK BROWN OR 2. LANDINGS SHALL BE A 5'X 5' MINIMUM WITH A MAXIMUMLO
4" MAX. IN THE TMUTCD, AN ENGINEERING STUDY SHOULD BE DARK RED DETECTABLE WARNING SURFACE ADJACENT TO 2% SLOPE IN ANY DIRECTION.
z
o z_ via:.4;ct;ti:q a• 0;4; AND USUAL PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE
N v° a p`A '�°y; °`• LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS. W O THE PLANS. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS C)
SHALL BE A MINIMUM OF 4'X 4' WHOLLY CONTAINED WITHIN V
Q•p•rr•.a•a �•a. THE CITY OF BRYAN'S PREFERENCE FOR MARKING 2• DETECTABLE WARNING SURFACES MUST BE SLIP THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL
CROSSWALKS IS THE LONGITUDINAL (OR "LADDER"
RESISTANT AND NOT ALLOW WATER TO ACCUMULATE.VEHICULAR TRAVEL PATH.
w
STYLE). THE CITY OF COLLEGE STATION'S 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND
PREFERENCE IS THE TYPICAL "TRANSVERSE" STYLE; PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. CURB RAMP IS 2%.
6" MIN. FAOE OF HOWEVER, IN THE NORTHGATE AREA, ADJACENT TO
10" MAX.
g SCHOOL S L
CUfZOR GHOO ZONES, AND OTHER HIGH 4. SHADED AREAS ON SHEETS 3 AND 41NDICATE THE 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY
PEDESTRIAN CROSSINGS, THE LONGITUDINAL (OR APPROXIMATE LOCATION FOR THE DETECABLE WARNIM1IG WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS
"LADDER" STYLE) IS PREFERRED. DEVIATION FROM SURFACE FOR EACH CURB RAMP TYPE. THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS
THESE PREFERENCES WILL BE ALLOWED ONLY WITH PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE
TYPICAL PLACEMENT OF DETECTABLE WARNING THE APPROVAL OF THE CITY ENGINEER. 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF THE SIDE APPROACHS SUBSTANTIALLY 1 U STANTIALLY OBSTRUCTED.
24" IN
DEPTH IN THED
SURFACE ON LANDING AT STREET FD( -,-E THE LONGITUDINAL STYLE MARKING SHALL BE 24" (RECTION OF PEDESTRIAN TRAVEL, OTHERWISE, PROVIDE FLARED SIDES.
SURFACE y + � AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR � �
WIDE AND 8 FEET IN LENGTH, SPACED 48 -INCHES LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS 6• ADDITIONAL INFORMATION ON CURB RAMP LOCATION,
APART. THE TRANSVERSE MARKINGS SHALL CONSIST THE STREET. DESIGN LIGHT RELECTIVE VALUE AND TEXTURE MAY BE !
OF TWO 12 -INCH WIDE LINES SEPARATED BY 6 FE FOUND �N THE CURRENT 1
% _ ET EDITION OF THE TEXAS
6. DETECTABLE
TECTABLE
V 1 2 n�} WARN(
S 00 NG SURFACES E L
R C SHAL E O EO
OF UNMARKED PAVE
S L B CAT SO
MENT. ALL CROSSWALK PAVEMENT THAT THE EDGE NEAREST THE CURB LINE IS A MINIMUM OF . ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102.
MARKINGS SHALL ALWAYS MEET TxDOT'S SPECIFICATION 6" AND A MAXIMUM OF 10" FROM THE EXTENSION OF THE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN
FOR TYPE I MARKINGS UNLESS OTHERWISE APPROVED FACE OF CURB, DETECTABLE WARNING SURFACES MAY BE SHOULD BE A MINIMUM OF 5' WIDE. MEDIANS SHOULD BE
LANDING BY THE CITY ENGINEER.
a z CURVED ALONG THE CORNER RADIUS. DESIGNED TO PROVIDE ACCESSYBLE PASSAGE OVER OR
u� ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS THROUGH THEM.
7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED
wwp CAN BE FOUND IN THE TMUTCD. POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, 8• CROSSWALK DIMENSIONS CROSSWALK MARKINGS AND
AND CONCRETE. j STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE
wccW CROSSWALKS WITH BRICK PAVERS, STAMPED ASPHALT, IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK
at -p STAMPED CONCRETE, ETC., SHALL ALSO REQUIRE MARKINGS ARE NOT REQUIRED CURB RAMPS SHALL BE
4ER
WARNING SURFACE RETRO -REFLECTIVE, THERMOPLASTIC TRANSVERSE ALIGNED WITH THEORETICAL C�20SSWALKS, ORAS
N PARALLEL TO STRIPING.
RAVEL) DIRECTED BY THE ENGINEER.
4" MAX
AND USUAL 9. EXISTING
UNLESS OTHERWISE SHOWITH
N OTAS
THE PLANS AIN
4:o A* -0:4 10. HANDRAILS ARE NO
o z :n:0;4:d•.O:- .;v:v..a:E FLARE _ IIS T REQUIRED ON CURB RAMPS. PROVIDE
iv cs o la a a.t;cso:o: CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES
Mow o o b:o:�t.a.P.)
(PENETRATES) A CURB.
;:o q:o a lx:•t�4:C:o:BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY
THE ENGINEER.
6" CE OF
10" MAX CURB 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS
TO THE STREET.
..o -
TYPICAL PLACEMENT OF DETECT�iBLE 13. FL° RNNECT E SLOPE SHALL NOT EXCEED 10% MEASURED ALONG
WARNING SURFBUM
IP ON SLOPING IP RUN CURB LINE.
SW2-01
I I I 9ENERAL NOTES PAVERS
FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL
�- REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO
2-3/8 UNIT BASKET WEAVE PATTERN OR AS DIRECTED. f
LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS I1
Q Z 5' x 5' ��� �,
CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT
N W O LANDING 0000 2„ O DETECTABLE WARNING PAVER UNITS USING
w>w 4' 10000 MWE LAN01
pQ�1,. w>U
at�-a 8., w��
n'1' -D DETECTABLE WARNING NO.3 REBAR AROUND PAVER INSET
PAVER WITH TRUNCATED �s■�� M
DETECTABLE DOME SURFACE
4" MAX DETECTABLE WARNING PAVER WITH �^
a _U YTJARNING Pq T'�sR AND USUAL EXPANSION JOI TRUNCATED DOME SURFACE 1
�° z A A AS REQUIRED 1"MORTAR BED -SHALL CONFORM TO
1:10 SLOP iv SIDE FLARE SIDE FLARE APPLICABLE SPECIFICATIONS
C14. (TYP.) (TYP) CONTROL JOINT PERMISSIBLE
;MAX(TYPICAL) =
6.
i
v _r�
_ FACE OF MIN. 4"
(TYPICAL) 4' RAMP WIDTH (TYPICAL) C R6. BOF CURB (�
(TYPICAL) TROT A No. 3 REBAR AT
C TED DOMEPATT V 18" MAX,) ON -CENTER
ER! BOTH WAYS CLASS A CONCRETE - SHALL CONFORM
T _CURB, RAjVP TO APPLICABLE SPECIFICATIONS
TYPICAL AMBULATORY RAMP W/
FLARED WINGS SECTIONA AARNINTG PAVERDETECALE
SW2-02
I50122e1`1iC View
5'/6' SIDEWALK AMBULATOR' 8' SIDEWALK AMBULATORY SIDEWALK DRAINAGE
RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION TRENCH GRATE
SW3-00 SW3-01 SW3-02
* CROSS SLOPE NOT TO EXCEED * CROSS SLOPE NOT TO EXCEED * CROSS SLOPE NOT TO EXCEED
2% OR BE LESS THAN 1% ON ANY 2% OR BE LESS THAN 1% ON ANY 2% OR BE LESS THAN 1% ON ANY
PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION
TO STREET / TO STREET / TO STREET /
y d �P F I
Y / + �J / + +,p / 1, 4-y +
PROPERTY / PROPERTY / /
LINE PROPERTY
/ DETECTABLE LINE
/ / DETECTABLE LINE / � DETECTABLE
SURWARFACE WARNING / WARNING
1• 8' SIDEWALK 1' yy - y y 1 SURFACE - 1 SURFACE
y 1' +
_Z VSIDEWALK AMP* �..s7e Z RAMP*
RAMP* ti'v:f
5' SIDEWALK 1:1r
in SLOPE SLOPE
1:12
SLOPE MAX.
3' EXWANSION JT. & 3. EXPANSION JT. &
SMOOTH DOWEL BAR, SMOOTH DOWEL BAR,
EXPANSION JT. & 1/2" DIA. X 16", WITH 1/2" DIA. X 16", WITH
CAP 12" O.C. CAP 12" O.C.
BACK -/SMOOTH DOWEL BAR, BACK ((C� BACK
OF CURB 112" DIA. X 16"; WITH OF CURB 6' MIN. GREA E� W/HEAVY OF CURB 6' MIN• (COATED
W/HEAVY
=6MINJ. CAP(� 12" O.C.
(COATED W/HEAVY
GREASE).
8' SIDEV"TALIC AMBULATORY RAN[P 6SIDEWALK AMBULATORY RAMP 5' SIDEWALK AMBULATORY RAMP
AT STREET INTERSECTION & MILL AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES
SW3-03 SW3-04 SW3-05
-'S
cn
CROSS SLOPE NOT TO EXCEED \
w
T-
w
*" 23' (10' CURB RADIUS) \
21.5' (20' CURB RADIUS)
p
2% OR BE LESS THAN 1% ON ANY
y
K
16.5' (25' CURB RADIUS)to
PORTION OF RAMP OR TRANSITION
(7
TO STREET
°
� CROSS SLOPE NOT TO EXCEED
1
2% OR BE LESS THAN 1% ON ANY
PORTION OF RAMP OR TRANSITION
TO STREET
5'
81
NEENAH GRATE BOLTED
IN PLACE OR APPROVED
EQUAL
No. 4 BARS
CROSSWALKS: DETECTABLE WARNINGS PEDESTRIAN FACILITIES
-DETECTABLE CROSSWALK MARKINGS ARE IMPORTANT TRAFFIC GENERAL NOTES: GENERAL NOTES:
Z WARNING SURFACE CONTROL DEVICES AT CONTROLLED INTERSECTIONS.
THESE DEVICES IDENTIFY THE APPROPRIATE LOCATION 1 • CURB RAMPS MUST CONTAIN A DETECTABLE WARNING 1. ALL GI OPES ARF MAXIMI IM n R F
SURFACE THAT CONSISTS OF RAISED TRUNCATED• THE LEAST
11
�� LANDING FOR PEDESTRIANS TO CROSS THE INTERSECTION AS POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY
WELL AS INFORMING DRIVERS WHERE PEDESTRIANS DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS SHOULD BE USED. ADJUST W ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUST ST CURB RAMP LENGTH OR GRADE
MAYBE PRESENT. NOT ALL LOCATIONS NEED THE ( OF- SIDEWALKS
� CROSSW K CONTRAST VISUALLY WITH ADJ ) ALKS AS DIRECTED. CROSSWALKS MARKED; HOWEVER, TYPICALLY ADJOINING SURFACES, ..
al -p '� COLLECTOR AND ARTERIAL STREETS DO. AS STATED INCLUDING SIDE FLARES- FURNISH DARK BROWN OR 2. LANDINGS SHALL BE A 5'X 5' MINIMUM WITH A MAXIMUMLO
4" MAX. IN THE TMUTCD, AN ENGINEERING STUDY SHOULD BE DARK RED DETECTABLE WARNING SURFACE ADJACENT TO 2% SLOPE IN ANY DIRECTION.
z
o z_ via:.4;ct;ti:q a• 0;4; AND USUAL PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE
N v° a p`A '�°y; °`• LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS. W O THE PLANS. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS C)
SHALL BE A MINIMUM OF 4'X 4' WHOLLY CONTAINED WITHIN V
Q•p•rr•.a•a �•a. THE CITY OF BRYAN'S PREFERENCE FOR MARKING 2• DETECTABLE WARNING SURFACES MUST BE SLIP THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL
CROSSWALKS IS THE LONGITUDINAL (OR "LADDER"
RESISTANT AND NOT ALLOW WATER TO ACCUMULATE.VEHICULAR TRAVEL PATH.
w
STYLE). THE CITY OF COLLEGE STATION'S 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND
PREFERENCE IS THE TYPICAL "TRANSVERSE" STYLE; PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. CURB RAMP IS 2%.
6" MIN. FAOE OF HOWEVER, IN THE NORTHGATE AREA, ADJACENT TO
10" MAX.
g SCHOOL S L
CUfZOR GHOO ZONES, AND OTHER HIGH 4. SHADED AREAS ON SHEETS 3 AND 41NDICATE THE 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY
PEDESTRIAN CROSSINGS, THE LONGITUDINAL (OR APPROXIMATE LOCATION FOR THE DETECABLE WARNIM1IG WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS
"LADDER" STYLE) IS PREFERRED. DEVIATION FROM SURFACE FOR EACH CURB RAMP TYPE. THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS
THESE PREFERENCES WILL BE ALLOWED ONLY WITH PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE
TYPICAL PLACEMENT OF DETECTABLE WARNING THE APPROVAL OF THE CITY ENGINEER. 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF THE SIDE APPROACHS SUBSTANTIALLY 1 U STANTIALLY OBSTRUCTED.
24" IN
DEPTH IN THED
SURFACE ON LANDING AT STREET FD( -,-E THE LONGITUDINAL STYLE MARKING SHALL BE 24" (RECTION OF PEDESTRIAN TRAVEL, OTHERWISE, PROVIDE FLARED SIDES.
SURFACE y + � AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR � �
WIDE AND 8 FEET IN LENGTH, SPACED 48 -INCHES LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS 6• ADDITIONAL INFORMATION ON CURB RAMP LOCATION,
APART. THE TRANSVERSE MARKINGS SHALL CONSIST THE STREET. DESIGN LIGHT RELECTIVE VALUE AND TEXTURE MAY BE !
OF TWO 12 -INCH WIDE LINES SEPARATED BY 6 FE FOUND �N THE CURRENT 1
% _ ET EDITION OF THE TEXAS
6. DETECTABLE
TECTABLE
V 1 2 n�} WARN(
S 00 NG SURFACES E L
R C SHAL E O EO
OF UNMARKED PAVE
S L B CAT SO
MENT. ALL CROSSWALK PAVEMENT THAT THE EDGE NEAREST THE CURB LINE IS A MINIMUM OF . ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102.
MARKINGS SHALL ALWAYS MEET TxDOT'S SPECIFICATION 6" AND A MAXIMUM OF 10" FROM THE EXTENSION OF THE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN
FOR TYPE I MARKINGS UNLESS OTHERWISE APPROVED FACE OF CURB, DETECTABLE WARNING SURFACES MAY BE SHOULD BE A MINIMUM OF 5' WIDE. MEDIANS SHOULD BE
LANDING BY THE CITY ENGINEER.
a z CURVED ALONG THE CORNER RADIUS. DESIGNED TO PROVIDE ACCESSYBLE PASSAGE OVER OR
u� ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS THROUGH THEM.
7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED
wwp CAN BE FOUND IN THE TMUTCD. POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, 8• CROSSWALK DIMENSIONS CROSSWALK MARKINGS AND
AND CONCRETE. j STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE
wccW CROSSWALKS WITH BRICK PAVERS, STAMPED ASPHALT, IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK
at -p STAMPED CONCRETE, ETC., SHALL ALSO REQUIRE MARKINGS ARE NOT REQUIRED CURB RAMPS SHALL BE
4ER
WARNING SURFACE RETRO -REFLECTIVE, THERMOPLASTIC TRANSVERSE ALIGNED WITH THEORETICAL C�20SSWALKS, ORAS
N PARALLEL TO STRIPING.
RAVEL) DIRECTED BY THE ENGINEER.
4" MAX
AND USUAL 9. EXISTING
UNLESS OTHERWISE SHOWITH
N OTAS
THE PLANS AIN
4:o A* -0:4 10. HANDRAILS ARE NO
o z :n:0;4:d•.O:- .;v:v..a:E FLARE _ IIS T REQUIRED ON CURB RAMPS. PROVIDE
iv cs o la a a.t;cso:o: CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES
Mow o o b:o:�t.a.P.)
(PENETRATES) A CURB.
;:o q:o a lx:•t�4:C:o:BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY
THE ENGINEER.
6" CE OF
10" MAX CURB 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS
TO THE STREET.
..o -
TYPICAL PLACEMENT OF DETECT�iBLE 13. FL° RNNECT E SLOPE SHALL NOT EXCEED 10% MEASURED ALONG
WARNING SURFBUM
IP ON SLOPING IP RUN CURB LINE.
SW2-01
I I I 9ENERAL NOTES PAVERS
FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL
�- REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO
2-3/8 UNIT BASKET WEAVE PATTERN OR AS DIRECTED. f
LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS I1
Q Z 5' x 5' ��� �,
CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT
N W O LANDING 0000 2„ O DETECTABLE WARNING PAVER UNITS USING
w>w 4' 10000 MWE LAN01
pQ�1,. w>U
at�-a 8., w��
n'1' -D DETECTABLE WARNING NO.3 REBAR AROUND PAVER INSET
PAVER WITH TRUNCATED �s■�� M
DETECTABLE DOME SURFACE
4" MAX DETECTABLE WARNING PAVER WITH �^
a _U YTJARNING Pq T'�sR AND USUAL EXPANSION JOI TRUNCATED DOME SURFACE 1
�° z A A AS REQUIRED 1"MORTAR BED -SHALL CONFORM TO
1:10 SLOP iv SIDE FLARE SIDE FLARE APPLICABLE SPECIFICATIONS
C14. (TYP.) (TYP) CONTROL JOINT PERMISSIBLE
;MAX(TYPICAL) =
6.
i
v _r�
_ FACE OF MIN. 4"
(TYPICAL) 4' RAMP WIDTH (TYPICAL) C R6. BOF CURB (�
(TYPICAL) TROT A No. 3 REBAR AT
C TED DOMEPATT V 18" MAX,) ON -CENTER
ER! BOTH WAYS CLASS A CONCRETE - SHALL CONFORM
T _CURB, RAjVP TO APPLICABLE SPECIFICATIONS
TYPICAL AMBULATORY RAMP W/
FLARED WINGS SECTIONA AARNINTG PAVERDETECALE
SW2-02
I50122e1`1iC View
5'/6' SIDEWALK AMBULATOR' 8' SIDEWALK AMBULATORY SIDEWALK DRAINAGE
RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION TRENCH GRATE
SW3-00 SW3-01 SW3-02
* CROSS SLOPE NOT TO EXCEED * CROSS SLOPE NOT TO EXCEED * CROSS SLOPE NOT TO EXCEED
2% OR BE LESS THAN 1% ON ANY 2% OR BE LESS THAN 1% ON ANY 2% OR BE LESS THAN 1% ON ANY
PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION
TO STREET / TO STREET / TO STREET /
y d �P F I
Y / + �J / + +,p / 1, 4-y +
PROPERTY / PROPERTY / /
LINE PROPERTY
/ DETECTABLE LINE
/ / DETECTABLE LINE / � DETECTABLE
SURWARFACE WARNING / WARNING
1• 8' SIDEWALK 1' yy - y y 1 SURFACE - 1 SURFACE
y 1' +
_Z VSIDEWALK AMP* �..s7e Z RAMP*
RAMP* ti'v:f
5' SIDEWALK 1:1r
in SLOPE SLOPE
1:12
SLOPE MAX.
3' EXWANSION JT. & 3. EXPANSION JT. &
SMOOTH DOWEL BAR, SMOOTH DOWEL BAR,
EXPANSION JT. & 1/2" DIA. X 16", WITH 1/2" DIA. X 16", WITH
CAP 12" O.C. CAP 12" O.C.
BACK -/SMOOTH DOWEL BAR, BACK ((C� BACK
OF CURB 112" DIA. X 16"; WITH OF CURB 6' MIN. GREA E� W/HEAVY OF CURB 6' MIN• (COATED
W/HEAVY
=6MINJ. CAP(� 12" O.C.
(COATED W/HEAVY
GREASE).
8' SIDEV"TALIC AMBULATORY RAN[P 6SIDEWALK AMBULATORY RAMP 5' SIDEWALK AMBULATORY RAMP
AT STREET INTERSECTION & MILL AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES
SW3-03 SW3-04 SW3-05
VICINITY MAP
�I
v
PROJECT NOTTOSCAU
LOCATION
DEVELOPER:
L . -) D
00 -dm- 0
OAr
K -j -dm.. -.11-i -AM-A-M
C-1 -IIIS c r- -10
3-D DEVELOPMENT
4490 CASTLEGATE DRIVE
COLLEGE STATION, TX 77845
(9'79) 690-7250
TBPE FIRM
REGISTRATION NO. 12327
2730
L0NGMIRE, SUITE A
COLLEGE
STATION, TEXAS 77845
979.764.3900
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW ONLY
UNDER THE AUTHORITY OF
JOSEPH P. SCHULTZ P.E.,
LICENSE NO. 65889,
ON JULY 24, 2013.
IT IS NOT TO BE USED FOR
BIDDING OR CONSTRUCTION
PURPOSES.
SCHEDULE:
OF SHEETS
SHEET TITLE
1 OVERALL LAYOUT AND 41DEWALK PLAN
FIGURE SW STANDARD SIDEWALK DETAILS
►3�11�5�
�T TS� ` ! 1T-30764
-V1 u& U. V lJl l V V BLOCK 11
27' B—B PVMT, 50' ROW
s-8 -�
LU
5' PUE
(VOL. 11061 I
PG. 31)
L IIIIIIIIIIIIIIE--A
40 20 0 40
SCALE IN FEET
—EXISTING
5' SIDEWALK/F '� �J -1 11 �� 1 J !I �I (1 _
CONSTRUCTION NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF
ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES
48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED.
DIG TESS: (800) 344-8377
ATMOS ENERGY: (979) 774-2506
SUDDEN LINK COMMUNICATIONS: (979) 595-2429
VERIZON: (979) 821-4770
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS
NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE
PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND
SILT FENCE AS NECESSARY.
3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION
AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS
AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL
REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE
CONSTRUCTION OF THIS PROJECT.
4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR
150000 REQUIREMENTS FOR CONSTRUCTION SITES.
5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER
CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED
AREAS.
-- 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF
BRYAN COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER,
/ : f , - / : r / , / : f , / : f , / : f , - , / : • , - / : f , - / : , / : f / : / / r f , - / : ! , / : f , / f - , . / : f , - / : .
EASEMENT ADA RAMP _ _ —
— — —
/��- /• // ��/'/./� �%/i/ � �' �// �/' � //%//-/• � �/////' �- �///�/' !� �/////� �' �//////./ �' �// 1697/170
F•
t.
17
/0 0/�-W
R
.. •>
,
tr
Yr./✓ <, �. R t. S. r
.• p•/
.... Y, . [ • -Very' '•' i..�^<
_
_ V.Z
CATION DEDI-
n
. 1
/J.
•' '
J'
/.
/
Nr•
t Y ti !
c l R
t f
/ eT Yc r.r' :yet
•x r
. „e_ . a ...: .,. .. . • ... •. •. :-. '<.. • � ,•,, a • .',.' '�^ a♦.
r
r M
4.-7 7Y
< F
f�.
y r, .' c • n c' tom' +-�:`
„C, •,rr,/ . fes..
—15 W-15ROW
DyyDEDICATION
0.457
`.•,r: W-15 W-15 W-15 W-15 W-15 ED ACRES
_15
W-15 W-15 W-15 W-15 - W-15 W-15 W-15 W-15 W-15 W-15 W-15 W-15 W-15 W -15W— —
15 W 15 W-15
i
I
0
U�IIKJ REVISION I BY I DATE:
LEGEND
O
S-8
AE
W-6 W-6
d9
:
PROPERTY BOUNDARY
RIGHT OF WAY
FUTURE RIGHT OF WAY
EXISTING CONTOUR
LOT LINE
FUTURE LOT UNE
ROW DEDICATION
EXISTING EASEMENT
PROPOSED EASEMENT
EXISTING STORM PIPE
EXISTING JUNCTION BOX
EXISTING 10' INLET
EXISTING SANITARY MANHOLE
EXISTING SANITARY SEWER UNE. SIZE NOTED
EXISTING OVERHEAD ELECTRIC
EXISTING WATERLINE, SIZE NOTED
EXISTING FIRE HYDRANT
EXISTING GATE VALVE
PROPOSED CURB AND GUTTER
EXISTING SIDEWALK
PROPOSED SIDEWALK
FUTURE SIDEWALK
INLET PROTECTION
RUNOFF FLOW DIRECTION
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW ONLY
UNDER THE AUTHORITY OF
JOSEPH P. SCHULTZ P.E.R
LICENSE NO. 65889,
ON JULY 24, 2013.
IT IS NOT TO BE USED FOR
BIDDING OR CONSTRUCTION
PURPOSES.
INSET A
CASTLE%f"ATE I I
SECTION 202 COMMON AREAS A & B
COLLEGE STATION, TX
VICINITY MAP
AND SIDEWALK PLAN
SCALE
VERTICAL N/A
HORIZONTAL 1 "=40'
PLOTTING SCALE: 1:1
FILE NAME: 12-226
SHEET
1i
0
Engineering,
2730 Longmire, g e, Suite A
College Station, Texas 77845
979.764.3900 TBPE NO. 12327
LDATEKERB
SURVEYED
DESIGNED
DRAWN
APPROVED
JOB NO.
JPS
RCF
JPS
12-226J
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW ONLY
UNDER THE AUTHORITY OF
JOSEPH P. SCHULTZ P.E.R
LICENSE NO. 65889,
ON JULY 24, 2013.
IT IS NOT TO BE USED FOR
BIDDING OR CONSTRUCTION
PURPOSES.
INSET A
CASTLE%f"ATE I I
SECTION 202 COMMON AREAS A & B
COLLEGE STATION, TX
VICINITY MAP
AND SIDEWALK PLAN
SCALE
VERTICAL N/A
HORIZONTAL 1 "=40'
PLOTTING SCALE: 1:1
FILE NAME: 12-226
SHEET
1i
0
CROSS SLOPE NOTES:
2% MIN.
1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES.
CROSS SLOPE 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH: EXPANSION JOINTS
SIDEWALK @ 40' O.C.,CONTRACTION JOINTS @ 4' O.C.
CROSS SLOPE 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.)
2%to_4% 2%MAX.,1%MIN. -I
�- WITH #3 x 12" BARS @ 12" O.C. OR #4 x 12" BARS @ 18" O.C.
PAVEMENT CURB \ \ �� 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS
DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE 0-49/. WET OF THE OPTIMUM MOISTURE CONTENT
\ \
8' TYP. S. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK.
SEAL WITH EXPANSION
NOTE: JOINT MATERIAL/ --SMOOTH DOWEL BAR
THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE1/2"0) X 18",12" O.C.
REQUIREMENTS - BERMS MAYBE REQUIRED 1/4" R (COATED WITH HEAVY
OUTSIDE OF THE SIDEWALK. y 3/4" GREASE) '
3'-0" MIN
_1 . , 5'-0" VARIES ---
- 44. I
P •E-2% MAX.
!tldi `.° de�'pl w �tY (. lip RECYCLED MATERIAL,112�Z3-
k ne THICK AS MANUFACTURESEE NOTE 4
o BY J.O. RUSSELL 00. OR ONG METAL OR PLASTIC CAP INSIDE
° ' ° • e APPROVED EQUAL DIAMETER TO BE 1/16" GREATERTHAN
41
DIAMETER OF DOWEL BAR. CAP MUST
'oh #3 BARS @ 12- O.C.E.W. OR 28 -DAY CONCRETE
dll ° BE LONG ENOUGH TO COVER 2"OF STRENGTH = 3000 PSI
DOWEL AND HAVE STOP SO END OF #4 BARS @ 18" O.C.E.W.
PER TAS CAP IS 1" FROM END OF BAR. (4" THICK MIN.)
SEE FINISH NOTE
STANDARDS
SIDEWALK EXPANSION
ALONG LOCAL STREETS.
• ' ' �
SIDEWALK SLOPE REQUIREMENTS SWi-oo & CONSTRUCTION JOINT Q
4"x4"x3/16" STRUCTURAL STEEL TUBING 3'-0" MIN.,6'-0" VARIES-�
8' O.C. MAXIMUM 8' O.C. MAXIMUM 12" O.C. SAWED OR FORMED, ,
1/8" TO 3/16" SEAL WITH EXPANSION
JOINT MATERIAL, MIN. F 20/6 MAX
5., 11 11 11 1 if 11 3/8" R
SEE NOTE 4
50" - - - - 4.,
#3 BARS @ 12" O.C.E.W. OR 28 -DAY CONCRETE
46" O.C. SIDEWALK CONTRACTION JOINT BARS @ 18" O.C.E.W. STRESEE F# (4- INISH NOTE PSI
4"x2"x3/16' STRUCTURAL STEEL TUBING
4"x4"x3/16" STRUCTURAL 1 "x1"x3/16" STRUCTURAL STEEL TUBING
STEEL TUBING
SEE CONNECTION DETAIL SWEEP SAND ALONG MINOR COLLECTORS
MIN 8" INTO ALL JOINTS AND
w TD T � r �r,T
4" MAX 24" jA r,
CONC. SIDEWALK
Aja
6" 3-1/2"
TYPICAL PEDESTRIAN 1,2" DIA. BOLT .
CONECIONDETAIL ° ° ° • o' '
ACCEPTABLEGUARDZAIL
° • ° ' ° ° ; ° . , ' ° TRAFFIC RATED 8'-0" /11 - VARIES
s'W71 PAVER MATERIAL i
\I 1 6., .�. 2% MAX ,
GENERAL NOTES:1"'
MAX. SAND LAYING COURSE �-5EE NOTE 4
ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION ACCEPTABLE SEE NOTE 3
SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS TRAFFIC RATED 28 -DAY CONCRETE
ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. PAVER MATERIAL STRENGTH = 3000 PSI
BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 DAYS OF LAST DISTURBANCE. #3 BARS @ 12" O.C.E.W. OR STRENGTH
THICK MIN.)
#4 BARS @ 18" O.C.E.W. SEE FINISH NOTE
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING ATHE CCEPTABLE
IRE TIME THAT EARTH HAS SIDEWALK PAVER SECTION
BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS
ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR.
ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ALONG MINOR COLLECTORS
ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN AND LARGER
ACCORDANCE WITH TXDOT STANDARDS T
REFER TO SPEC 31 17 23.23 (PAVEMENT MARKINGS) FOR ADDITIONAL LOCA! REQUIREMENTS. CONCRETE SIDEWALK
.K
SWI -02
CROSSWALK DIMENSIONS, CROSSWALK DIMENSIONS,
CROSSWALK MARKINGS, AND CROSSWALK MARKINGS, AND
STOP LINE LOCATIONS SHALL STOP LINE LOCATIONS SHALL
BE AS SHOWN ELSEWHERE IN 4' BE AS SHOWN ELSEWHERE IN
THE PLANS. THE PLANS.
*VARIES 4' **VARIES 3/16" NOMINAL VARIES NEENAH GRATE BOLTED
ANNULAR SPACE IN PLACE OR APPROVED
y ° nn EQUAL
3' GREEN SPACE
T
8• SIDEWALK °... °.00 L99p/ �lA
a DETECTABLE
6' ' ° SIDEWALK • ' - S' WARNING
.° .. ° ., •°.. ° h a SURFACE s" T'E
No. 4 BARS
l8`L + MP ,%. + AMP, 's: `
DETECTABLE ; J t2:1 :.?. ( " VARIES
WARNING M -3C T
PROPERTY LINE T _ _ SURFACE PROPERTY LINE �(
2s ?s ARENCH GRATE MAY ONLY BE
LLOWED WITH PRIOR APPROVAL
FROM THE CITY RqO/ X90 h ER
WHERE THERE IS NOI OTHERND
C STORM SEWER SYSTEM
**23' (10' CURB RADIUS) y9 ° : S14 'p AVAILABLE.
21.p
(20' CURB RADIUS)
16.5' (25' CURB RADIUS) U
Q n �
acz ** 23' (10' CURB RADIUS) w
CROSS SLOPE NOT TO EXCEED w w 21.5' 20' CURB RADIUS
2% OR BE LESS THAN 1% ON ANY w
PORTION OF RAMP OR TRANSITION m 0:16.5' (25' CURB RADIUS) rn
TO STREET
° �• ° y il CROSS SLOPE NOT TO EXCEED
I 2% OR BE LESS THAN 1% ON ANY
PORTION OF RAMP OR TRANSITION °
TO STREET
5' 3' 8'
150II]eL77C View J
5VU SIDEWALK AMBULATORY 8' SIDEWALK AMBULATORY SIDEWALK DRAINAGE
RAMP AT STREET INTERSECTION SW3- RAMP AT STREET INTERSECTION TRENCH GRATE
00 SW3-01 I Fs w3-02
*CROSS SLOPE NOT TO EXCEED CROSS SLOPE NOT TO EXCEED
2% OR BE LESS THAN 1% ON ANY *CROSS SLOPE NOT TO EXCEED
PORTION OF RAMP OR TRANSITION 2% OR BE LESS THAN 1% ON ANY 2% OR BE LESS THAN 1% ON ANY
TO STREET PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION
TO STREET TO STREET
Q-
y g
ti e 10l
6 y y QP QO
y y y y
PROPERTY
LINE PROPERTY PROPERTY
DETECTABLE LINE LINE
WARNING DETECTABLE DETECTABLE
SURFACE WARNING WARNING
yy 8' SIDEWALK y yy yyy SURFACE yy y SURFACE
y y y y yy
RAMP* Sea 6'SIDEWALK AMP* 2 RAMP* .fe
gIo SLOPE S' SIDEWALK SLOPE
1:12
a
SLOPEMAX. if
3' EXPANSION JT. & 3- EXPANSION JT. &
SMOOTH DOWEL BAR SMOOTH DOWEL BAR,
EXPANSION JT. & 1/2" DIA. X 16", WITH a 1/2" DIA. X 16" WITH
BACK -/SMOOTH DOWEL BAR BACK (CAP @ 12" O.C. C P 0-1 " 0. . Y
OF CURB 1/2" DIA. X 16", WITH OF CURB 6' MIN. GREASE) W/HEAVY BACK -OF CURB 6' MIN. GREASE)
6 MIN. CAP @ 12" O.C.
COATED W/HEAVY
GREASE)
8' SIDEWALK AMBULATORY RAMP U SIDEWALK AMBULATORY RAMP 5SIDEWAI ,K AMBULATORY RAMP
AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES
SW3-03 SW3-04 SW3-05
SW2-01
a z 5'x5'
cr I---
JO LANDII
U
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aII-o
2 J
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T
6'
(TYPICAL) 4' RAMP WIDTH (TYPICAL) CURBOF
(TYPICAL)
TYPICAL AMBULATORY RAMP W/
FLARED WINGS
I I I 1/8"
CROSSWALKS:
DETECTABLE WARNINGS
-
2-3/8 -�
--0000
PEDESTRIAN FACILITIES
-CTp TI
ARVIN SU
z WARNING SURFACE
CROSSWALK MARKINGS ARE IMPORTANT TRAFFIC
CONTROL DEVICES
G' i RAL NOTES:
4" O O O 0?•,
GENERAI. NOTES:
AT CONTROLLED INTERSECTIONS.
THESE DEVICES IDENTIFY THE APPROPRIATE LOCATION
1 • CURB RAMPS MUST CONTAIN A DETECTABLE WARNING1.
8"
A a nP C ARF MAXIMIIM
DETECTABLE WARNING
W LANDING
w>
FOR PEDESTRIANS TO CROSS THE INTERSECTION AS
WELL AS INFORMING DRIVERS WHERE PEDESTRIANS
SURFACE THAT CONSISTS OF RAISED TRUNCATED
DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS
A OWAB THE LEAST
SSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY
DOME SURFACE
0<w
w
MAYBE PRESENT. NOT ALL LOCATIONS NEED THE
CROSSWALKS MARKED;
ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUS
CONTRAST VISUALLY WITH
SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE
OF APPROACH SIDEWALKS AS DIRECTED.
AS
�--
:11:0 iiR:ii;iQF:_ ': 4" MAX.
z I? 4:a=fl :a b AND USUAL
HOWEVER TYPICALLY
COLLECTOR AND ARTERIAL STREETS DO. AS STATED
IN THE TMUTCD, AN ENGINEERING STUDY SHOULD BE
PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT
ADJOINING SURFACES,
INCLUDING SIDE FLARES. FURNISH DARK BROWN UR
DARK RED DETECTABLE WARNING SURFACE ADJACENT
UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE
TO
2. LANDINGS SHALL BE A 5' X 5' MINIMUM WITH A MAXIMUM
2% SLOPE IN ANY DIRECTION.
z
LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS.
IN THE PLANS.
3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS
o
•'4
THE CITY OF BRYAN'S PREFERENCE FOR MARKING
2. DETECTABLE WARNING SURFACES MUST BE SLIP
SHALL BE A MINIMUM OF 4' X 4' WHOLLY CONTAINED WITHIN
THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL
U)
-
CROSSWALKS IS THE LONGITUDINAL (OR "LADDER"
RESISTANT AND NOT ALLOW WATER TO ACCUMULATE.
VEHICULAR TRAVEL PATH.Lu
>
6" MIN. FACE OF
STYLE). THE CITY OF COLLEGE STATION'S
PREFERENCE IS THE TYPICAL "TRANSVERSE" STYLE;
HOWEVER, IN THE NORTHGATE AREA, ADJACENT TO
3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF
PEDESTRIAN TRAVEL WHEN ENTERING THE STREET.
4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND
CURB RAMP IS 20/a.
10" MAX. CURB
SCHOOL OR SCHOOL ZONES, AND OTHER HIGH
PEDESTRIAN CROSSINGS, THE LONGITUDINAL (OR
"LADDER" STYLE) IS PREFERRED.
4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE
APPROXIMATE LOCATION FOR THE DETECABLE WARNING
S. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY
WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS
TYPICAL PLACEMENT OF DETECTABLE W�LRNING
DEVIATION FROM
THESE PREFERENCES
THE APPROVAL OF THE ILL BE ALLOWED ONLY WITH
THE LONGITUDINAL STYLE MARKING SHALL BE 24"
WIDE AND 8 FEET IN LENGTH, SPACED484NCHES
SURFACE FOR EACH CURB RAMP TYPE.
S. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM
AN IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL,
AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR 11,
LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS
OF
THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS
PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE
THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED.
OTHERWISE, PROVIDE FLARED SIDES.
6. ADDITIONAL INFORMATION
SURFACE. ON LANDING AT STREET EDGE
APART. THE TRANSVERSE MARKINGS SHALL CONSIST
THE STREET.
'
ON CURB RAMP LOCATION,
DESIGN, LIGHT RELECTIVE VALUE AND TEXTURE MAY BE
/�/�
SW2-00
OF TWO 12 -INCH
OF UNMARKED WADE LINES SEPARATED BY 6 FEET ALL CROSSWALK PAVEMENT
MARKINGS SHALL ALWAYS MEET TxDOT'S SPECIFICATION
6. DETECTABLE WARNING SURFACES SHALL BE LOCATED
THAT THE EDGE NEAREST THE CURB LINE IS A MINIMUMIOF
SO
FOUND IN THE CURRENT EDITION OF THE TEXAS
ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102.
< z LANDING
FOR TYPE 1 MARKINGS UNLESS OTHERWISE APPROVED
BY THE CITY ENGINEER.
6" AND A MAXIMUM OF 10" FROM THE EXTENSION OF THE
FACE OF CURB. DETECTABLE WARNING SURFACES MAYBE
7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN
SHOULD BE A MINIMUM OF 5' WIDE. MEDIANS SHOULD BE
m.�
CURVED ALONG THE CORNER RADIUS.
DESIGNED TO PROVIDE ACCESSJBLE PASSAGE OVER OR
w>w
ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS
CAN BE FOUND IN THE TMUTCD.
7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED
THROUGH THEM.
wz�
POLYMER COMPOSITE, PRECAST POLYMER CONCRETE,
AND CONCRETE.
8. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND
ai
DETECTABLE WARNING SURFACE
CROSSWALKS WITH BRICK PAVERS, STAMPED ASPHALT,
STAMPED CONCRETE, ETC., SHALL ALSO REQUIRE
STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE
IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK
(DOMES TO RUN PARALLEL TO
PEDESTRIAN TRAVEL)
RETRO -REFLECTIVE, THERMOPLASTIC TRANSVERSE
STRIPING.
MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE
ALIGNED WITH THEORETICAL CROSSWALKS, OR AS
4" MAX
DIRECTED BY THE ENGINEER.
AND USUAL
9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN
IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS.
o _z =v Yi=4:oti::v:o:'it SIDE FLARE
Fv °'�6 sto:• `CURB
can:c: Ix�a (TYP.)
10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE
RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES
;a pa1r p @v
(PENETRATES) A CURB.
11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT
SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR
BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY
6" MIN FACE OF
THE ENGINEER.
10" MAX CURB
12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS
TYPICAL PLACEMENT OF DETECTABLE
CONNECT TO THE STREET_
DARNING SURFACE ON SLOPING RAMP RI TN
13. FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG
CURB LINE.
SW2-01
a z 5'x5'
cr I---
JO LANDII
U
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aII-o
2 J
n v
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J }
T
6'
(TYPICAL) 4' RAMP WIDTH (TYPICAL) CURBOF
(TYPICAL)
TYPICAL AMBULATORY RAMP W/
FLARED WINGS
I I I 1/8"
-
2-3/8 -�
--0000
1„
lzo
4" O O O 0?•,
w> V LANDING
W
8"
eFIr
G
DETECTABLE WARNING
DETECTABEEPAVER
WITH TRUNCATED
4" MAX
DOME SURFACE
WARNINGPAT/T,,R
AND usual
A A
AS
o
a
FLARE SIDE
N
l' , P.) (TYP)
(TYP-)
�- FACE OF
CURB
TRUNCATED DOME PATTERN
CURB .RAMP
DETECTABLE WARNING PAVER
� Z
3
FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL
REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO
UNIT BASKET WEAVE PATTERN OR AS DIRECTED.
LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS
CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT
DETECTABLE WARNING PAVER UNITS USING A POWER SAW.
tNO. 3 REBAR AROUND PAVER INSET
DETECTABLE WARNING PAVER WITH
TRUNCATED DOME SURFACE
1" MORTAR BED - SHALL CONFORM TO
APPLICABLE SPECIFICATIONS
CONTROL JOINT PERMISSIBLE
s3�
MIN. 4"
ER
CLASS A CONCRETE - SHALL CONFORM
TO APPLICABLE SPECIFICATIONS
SECTIONA A
SW2-03
CITY OF BRYAN
The GooJLife, Texas Side."
DRAWN BY: C.L.M.
DATE: 08-01-12
SCALE: N T S
APPROVED: W. P. K.
FIGURE',,:
SHEET 1 OF 1
GENERAL ' �iC2T �
BLOCK o
1. THE BEARING SYSTEM O S r
, I SHOWN HEREON l� REFERRED TO THE NAD -83 TEXAS .STATE !LANE. .
"ry
)
COORDINATE SYSTEM LAMBERT PROJECTION, CENTRAL ZO, E ND -N :, �',
I I8 v MAr
N A AS X10 UMENTED ON THE GROUND.
A
1 a, 2• LL LOTS WiLL MEET' SETBACK AND. OTHER REQUIREMENTS
_ I AS SPECIFIED 1N THE ClTY OF COLLEGE
u STATION UNIFIED DE>IELOPMENT ORDINANCE FAIR THE ZONING CLASSIFICATION IN WHICH THEY LAY.
3. ALL LOTS ARE ZONED -
a $ NO PORTION OF THIS -RA,-7
r•� 10 VVI I hIN A ,.PECI,AL FLOOD HAZARD AREA h"Vr%L iNG TO THE
12-06-1841P LEITER OF MAP REVISION, DATED MAY 18, 2012.
; 5, COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' ASSOCIATON (HOA);
1 ; b ztlns4tt;� 6. 1 J2 IROf+! S2CD8 WILL 8E SET AT ALL LOT CORNERS AND ANGLE POIN UNL s
. ., -.3�i TS E S NOTED OTHERWISE_
7. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES ,N CALIPER OR ONE 4
•., P„ Phi INCH CALIPER TREE PER ORDINANCE 3222.
S. DISTANCES SHOWN ON. CURVES ARE .CHORD LENGTHS.
LEGEND . 9. THIS. PLAT iS IN THE SPRING CREEK IMPACT FEE AREA.
s ' Ii
cr+
Ponm come
40 20 rJ 40 21
i ma+c
5' PUE a pts?
O ,,_DEVELOPMENTt c tt+ n c
SCALE Its! FEET (VOL 11061 � DOS DURrIli3O LLO.
PG. 31)A REMAINDER OF
a i C� L-CiTY OF COLLEGE
In „ 202.66 AG. TRACT
BLOCK 11 '. sTATlor1 MONUMENT �,
d _ lar 9656, 213 co
d-
iCr
C4 ,=
_ " .a Irv. -v
Iid W
LINE TATS
Cure Table
LC_NG7H
C
LB4M RADIUS
DELTA
T9MM
MIORD CHM DIRECDON
C1
30.27" 25.1 °
00'4W
25-00'
35.x' W'T53'29">
C2
39.28' 255�.00,,'
099Syrl��f},0gq46*
25.001'
S�ik�ie'OW08'E
C3
.-9.25' 25;O '
�yg 59-14"
24.99'
5�,yyW
NiF.,,i,.a' +'t+�i'i3Vswx .
GENERAL ' �iC2T �
BLOCK o
1. THE BEARING SYSTEM O S r
, I SHOWN HEREON l� REFERRED TO THE NAD -83 TEXAS .STATE !LANE. .
"ry
)
COORDINATE SYSTEM LAMBERT PROJECTION, CENTRAL ZO, E ND -N :, �',
I I8 v MAr
N A AS X10 UMENTED ON THE GROUND.
A
1 a, 2• LL LOTS WiLL MEET' SETBACK AND. OTHER REQUIREMENTS
_ I AS SPECIFIED 1N THE ClTY OF COLLEGE
u STATION UNIFIED DE>IELOPMENT ORDINANCE FAIR THE ZONING CLASSIFICATION IN WHICH THEY LAY.
3. ALL LOTS ARE ZONED -
a $ NO PORTION OF THIS -RA,-7
r•� 10 VVI I hIN A ,.PECI,AL FLOOD HAZARD AREA h"Vr%L iNG TO THE
12-06-1841P LEITER OF MAP REVISION, DATED MAY 18, 2012.
; 5, COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' ASSOCIATON (HOA);
1 ; b ztlns4tt;� 6. 1 J2 IROf+! S2CD8 WILL 8E SET AT ALL LOT CORNERS AND ANGLE POIN UNL s
. ., -.3�i TS E S NOTED OTHERWISE_
7. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES ,N CALIPER OR ONE 4
•., P„ Phi INCH CALIPER TREE PER ORDINANCE 3222.
S. DISTANCES SHOWN ON. CURVES ARE .CHORD LENGTHS.
LEGEND . 9. THIS. PLAT iS IN THE SPRING CREEK IMPACT FEE AREA.
s ' Ii
cr+
Ponm come
40 20 rJ 40 21
i ma+c
5' PUE a pts?
O ,,_DEVELOPMENTt c tt+ n c
SCALE Its! FEET (VOL 11061 � DOS DURrIli3O LLO.
PG. 31)A REMAINDER OF
a i C� L-CiTY OF COLLEGE
In „ 202.66 AG. TRACT
BLOCK 11 '. sTATlor1 MONUMENT �,
d _ lar 9656, 213 co
d-
iCr
C4 ,=
_ " .a Irv. -v
Iid W
LINE TATS
LINE III
LC_NG7H
DIRECT"
L1
S&V
Sal' 45' WE
L2
1.3.01'
SSW 03' .31°E
L3 "
'33'...x.3'
5�- ' 1�'�" 311-E
L4
37.25'
WV Imo'. C'W
L5
12,39' .
44V 0:3' 31-W
Le
aa,92.
L7
t,50' .
X541' 58' E
13
33.62'
I SW 21' 357.
L9
9:00'
1Aw03'- 31-W
000
?'S.ov
1 N14W A3' 31-W
GENERAL ' �iC2T �
BLOCK o
1. THE BEARING SYSTEM O S r
, I SHOWN HEREON l� REFERRED TO THE NAD -83 TEXAS .STATE !LANE. .
"ry
)
COORDINATE SYSTEM LAMBERT PROJECTION, CENTRAL ZO, E ND -N :, �',
I I8 v MAr
N A AS X10 UMENTED ON THE GROUND.
A
1 a, 2• LL LOTS WiLL MEET' SETBACK AND. OTHER REQUIREMENTS
_ I AS SPECIFIED 1N THE ClTY OF COLLEGE
u STATION UNIFIED DE>IELOPMENT ORDINANCE FAIR THE ZONING CLASSIFICATION IN WHICH THEY LAY.
3. ALL LOTS ARE ZONED -
a $ NO PORTION OF THIS -RA,-7
r•� 10 VVI I hIN A ,.PECI,AL FLOOD HAZARD AREA h"Vr%L iNG TO THE
12-06-1841P LEITER OF MAP REVISION, DATED MAY 18, 2012.
; 5, COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' ASSOCIATON (HOA);
1 ; b ztlns4tt;� 6. 1 J2 IROf+! S2CD8 WILL 8E SET AT ALL LOT CORNERS AND ANGLE POIN UNL s
. ., -.3�i TS E S NOTED OTHERWISE_
7. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES ,N CALIPER OR ONE 4
•., P„ Phi INCH CALIPER TREE PER ORDINANCE 3222.
S. DISTANCES SHOWN ON. CURVES ARE .CHORD LENGTHS.
LEGEND . 9. THIS. PLAT iS IN THE SPRING CREEK IMPACT FEE AREA.
s ' Ii
cr+
Ponm come
40 20 rJ 40 21
i ma+c
5' PUE a pts?
O ,,_DEVELOPMENTt c tt+ n c
SCALE Its! FEET (VOL 11061 � DOS DURrIli3O LLO.
PG. 31)A REMAINDER OF
a i C� L-CiTY OF COLLEGE
In „ 202.66 AG. TRACT
BLOCK 11 '. sTATlor1 MONUMENT �,
d _ lar 9656, 213 co
d-
iCr
C4 ,=
_ " .a Irv. -v
Iid W
�cr. It, ; ,: :c .:r vYY,vci7,Drrlr /-liVU urUIUM 11VINi STATE OF TEXAS
COUN
'Y OF BRAZOS
STATE OF TE�ASCERTIFICATE OF OWNERSHIP AND DEDiCAiON FT -
L
COUNTY OF BRAZOS !,,a T.",aT `,
STATE OF TEXAS
�y s ti, I, Brad Kerr, Registered Professional Land SurrsYor No. 4502, in
v { ^; : ` ^-- :��„� i the State of Texas, hereby certify ;+hat this plat is true and
COUNT, OF BRAZOS I, J.,;. Torres, Mand Manager of New Vision Custom Homes, owner and y Y
g 4a,; o,,,,,, :, L034A A^,Aa` correct and was prepared fro n actual survey- of the property
I developer of the 0.263 acre tract shown on this plat, and z�. and
I, Wallace Phillips IV, Manager of Dos Dorado Development, LLC. owner and developer :: ,.�..� ,.,k that the property markers nd monuments were laved
P P n ! designated herein as Castlegate 11 Subdivision, Section 202, Lot 1R, 9,16 p.
Y under m supervision on' th t
of the 2:069 acre tract shown on this lot, and designated herein as Castle ate it •„ :, Ib� Y P 9rou�d, and that he metes rind.
P 9 9 Block 11, Tn the City of College Station, Texas, and whose name is /
s bounds dese b d utSd
LINE 'TABLE
LINE # LENGTH DIRECTION
L1 55.88' S37' 45' 00"E
L2 13.01' S48' 03' 31'E
Subdivision, Section 202, Lot 2P,, Block 11 and Common Areas A & B in the Cit of
= Y
a o
College. Station, Texas, and whose name is subscribed hereto, hereby dedicate to the
Y
Curve Table
CURVE LENGTH
RADIUS DELTA TANGENT CHORD CHORD DIRECTION
C1 39.27'
25.00' 090.00'00" 25.00' 35.36' N86 -56.29-E
C2 139.28'
25.00' 090'00'46' 25.01' 35.36' S03'03'08'E.
�cr. It, ; ,: :c .:r vYY,vci7,Drrlr /-liVU urUIUM 11VINi STATE OF TEXAS
COUN
'Y OF BRAZOS
STATE OF TE�ASCERTIFICATE OF OWNERSHIP AND DEDiCAiON FT -
L
COUNTY OF BRAZOS !,,a T.",aT `,
STATE OF TEXAS
�y s ti, I, Brad Kerr, Registered Professional Land SurrsYor No. 4502, in
v { ^; : ` ^-- :��„� i the State of Texas, hereby certify ;+hat this plat is true and
COUNT, OF BRAZOS I, J.,;. Torres, Mand Manager of New Vision Custom Homes, owner and y Y
g 4a,; o,,,,,, :, L034A A^,Aa` correct and was prepared fro n actual survey- of the property
I developer of the 0.263 acre tract shown on this plat, and z�. and
I, Wallace Phillips IV, Manager of Dos Dorado Development, LLC. owner and developer :: ,.�..� ,.,k that the property markers nd monuments were laved
P P n ! designated herein as Castlegate 11 Subdivision, Section 202, Lot 1R, 9,16 p.
Y under m supervision on' th t
of the 2:069 acre tract shown on this lot, and designated herein as Castle ate it •„ :, Ib� Y P 9rou�d, and that he metes rind.
P 9 9 Block 11, Tn the City of College Station, Texas, and whose name is /
s bounds dese b d utSd
LINE 'TABLE
LINE # LENGTH DIRECTION
L1 55.88' S37' 45' 00"E
L2 13.01' S48' 03' 31'E
Subdivision, Section 202, Lot 2P,, Block 11 and Common Areas A & B in the Cit of
= Y
a o
College. Station, Texas, and whose name is subscribed hereto, hereby dedicate to the
Y
ededicate
subscribed hereto, hereby to the use of the public forever
�
all streets, alleys, ark.,, reenwo s, infrastructure, easements and
;." O
- s
- -� "aTaa • -.��
Ing �aI 1yi will describe a closed
neo metric form.
f
use Of the public foreverrevsr all, streets,alleys, Parks= greenways, tractate
thereon for the
public places thereon shown for the purpose and consideration
.'�� 9'•'}�
R.P,LcS. nlo.
easements and public places shown purpose and consideration therein
expressed. All such dedications shall be in fee simple unless expressly .: rovided p
therein expressed. All such dedications shallbe a
In fe .slmpie unless
expressly provided otherwise.
� •�•5Ci2
i• l.,
otherwise.
u
_
,r
Wallace Phillips IV, Monagaf ---- j ------ J.R. Ma
R.�T'orr s na
' T
r ..
AL P
F I N_
:tet' ;�':i;�•'f STATE OF TEXAS '� ..
;a � i _, .. CITY OF COLLEGE
STATE OF TEXAS Y F LEGA I �1 R l 1
STATION MorlurnENr COUNTY OF BRAZOS COUNTY OF BRAZOS SECTION r,
�• ,, • �
Before me, the undersigned authority, on this day .personally appeared WallacePhillips Before me the undersigned authority, o this o
L, . 9 Y, n h s day personally appeared J.R. Torres,
J r- ` IV, known to me to be the person whose name is subscribed to the foregoing known to me to be the person whose name is subscribed to the foregoing instrument,
"
_ M x:24 3.10 ! ACRES
instrument, and acknowledged to me that he executed the same for the purpose and and acknowledged to me that he executed the some for the purpose and ument,
consideration therein stated. P
ATETESANn'BouNDSDESCRIPTIONOF:ti consideration Therein stated. 0.7i5 ACRES ROWDEDICATION
1.696 ACRE TRACT +g`� Il . e
ROBERT STEVENSONLEAGUE. A-54 Given under m hand and Seal on this
s Y- t _ day of. Yei.ac;�' --- 2011t. Given under. m hand and seal an this OCTA 1, LOi. 2
Y- day of 20 1 a , ��� r7� �7 AREAS �y
T5, PLIE 1 a COLLEGE STATION, BRAZOS COUNTY. TE. AS
lw ITNDVIO 1"i�1 EAS � 1� i3
METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACTOR PARCEL OF LAND LYING
F AND BEING SITUATED IN THE ROBERT STEVENSON LEAGUE. ;ABSTRACT NO. 54, COLLEGE nrrq, t ar'aua,. RICHARD, FIORES BEING I
�1
is
"
STATION, BRAZOS COUNTS', TEXAS. SAID TRACT BEING ALL OF LOTS t AND 2, BLOCK il. =LAID Re' P,LB% RICHARD C. FLORkS _ :''s. . Notar Pnblic St Texas
�_
THE ADJACENT CON9NIDN AREA Ca V SECTION 202. ACCORDING TO =_; ? Notary Public, State of Texas ~--------------_+--_� r'_ Y oteof
srLEcarE n SUBDIVISION, 5 .y_ NotarG Public, Brazos County, Texas ;y: My Commission:Expires N tar Public Brazos County Texas
r THE PLAT RECORDED iAi VOLUME I1061. PAGE 31 OF THE OFFICIAL PUBLIC RECORDS OF �.�� My Commission Expires -,r + Y xa
BRAZOS COUNTY. TEXAS; AND A PORTION OF THE REMAINDER OF A CALLED ^_02-66 ,ACRE !�r� %p.` �''�iuo��" March 29, 2016
�y aF March 29, 2016 I
p�aN�wa.y!�,w3aq�,,�a�� Z i. _' ..._ : TRACT AS DESCRIBED BY A DEED TO DOS DORADO DEVELOPMENT, LLC RECORDED 1N
AGO +13'A@ap+�3ewli3 MENT LLC. DOS DORADO DEVELOPMENT LLC.
" AND BOUNDSDESCRIPT[ONOFA d
Fe99 rLE 3 i REMAINDER QF VOLUME 9656: PAGE 213 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUAiTY, TEXAS 1.419 ACRE TRACT
Ra$RTsrEVENsoNLEAGUE, >-sa CERTIFICATE OF THE COUNTY CLERK
202.60 AC. 6�rT rl 1 2O�.SG LAC. RAC I ! SAID TRACT BEING MORE PARTICULaI2LY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
�+ :OLLEGE STATION, BRAZOS COUNTY, TEXAS OF
9 r i
9656/213BEGINNING AT A lit INCH IRON ROD FOUND ON THE SOUTHEAST LINE OF TONBRIDGE DRIVE STATE OF TEXAS t^,/�? - + 1 -r
METES AND BOUNDS DESCRIPTION OF A LL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATED IN THE �-{ �g 11
(50' R.O.N.) MARKING THE WEST CORNER OF SAID LOT 2; . C U TY OF B AZOS CLI 11:�`� L a f g-/ � 1� "
1 5' PUE j ROBERT STEVENSON LEAGUE. ABSTRACT NO- 54. COLLEGE STATION, BRAZOS COUNTY. TEXAS. SAID TRACT BEING A PORTION OF
THE REMAINDER OF A CALLED 202.66 ACRE TRACT AS DESCRIBED BY A DEED TO DOS DORADO DEVELOPMENT, LLC RECORDED IN
w i THENCE: N 41' 56' 29" E ALONG THE SOUTHEAST LINE OF TONBRiDGE DRIVE FOR A DISTANCE VOLUME 9656• PAGE 213 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COLTITY TEXAS. V C.li�
1 OF V HAVING i,��!_-- County Clerk, in and for Said county, do hereby certify 7
0� C F A CLOCKWISE CURVE H - Y 0
4 1. ! that this plat t then with !t cer'ificat s o au: entica, was filed for record in ''
?
SAID TRACT BEiNG MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
Cn jENCE: ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90° 00' DO" FOR AN ARC my'OfflCe the day of _-_, 2 in the Deed Records of 1
LOTS +.�
coC!3 3 ��L
iVND
�OF SAID
DIST 9-_ FEET) TO THE ENA �
.,.0' ' PUE --- � DISTANCE OF 3 r FEET (CHORD BEARS: NiN R6' �6' �. E - 35.36 F ) COMMENCING AT 1I2INCH IRON ROD FOUND ON THE SOUTHEAST LINE OF TONBRIDGE DRIVE Ii0 P..U.W.) NIARKINC. THE WEST Brazos County, in Alolume Page _
CURVE ON THF. SOUTHWESTLINE OF DALTON AT THLS POINT): n r�� �- r ;��y �."p g ,
ON LANE CO VIER OF ..OT 2. BLOCK 1I. CASTLEGA T ;; It SUBDIVISION, SECT ION 202, ACCORDING TO THE PTLAT RECORDED IN VOLUME i iOGi _ C 11 0! N R_ F � � I +J � i ��� � (CALLED �� L3 ? .-r� j •1� ���'`
_ - ^ ' •1 5 �� PAGE 31 OF THE OFFICIAL PUBLIC RECORDS OF13RAZOSCOUNTY, TEXAS., WITNESS m hand and official Seal � •�+'�' '��'( ;
_.• w _ _ / THENCE: ALONG THE SOUTHWEST LINE OF DALTON LANE FOR THE FOLLOWING CALLS: Y , at m y off' e In Bryan, T aS�,�D ADDITION
" _ `_fir a j THENCE: N 41' 56'29" E ALONG THE SOU -HEAST LINE OF TONBRIDGE DRIVE FOR A DISTANCE OF 128.50 FEET TO THE BEGINNING i '
/,,.00 78.87' S 48' 03' 31" E FOR A DISTANCE OF 100.52 FEET: OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET:. �p9--�
;� _ _ - A .358 ACRE '�C�` BELT �-PORTION OF T 9�,+
_. _,W
_ _ ;����q�� _1
N 41 ° 56 29 E .151.87' = S 37° 4�' 00" E FOR A DISTANCE OFSa38 FEET; THENCE: ALONG SAID CURVE THROUGI; A CENTRAL ANGLE OF 90° 00' 00" FOR AN ARC DISTANCE OF 3927 FEET (CHORD BEARS: LYl t A 1 ! N £
k - F A CALLED €32.66 ACRE
TRACT
__ _• __ County Clerk
ra N 36° 56'29" E - 35.36 FEET) TO THE END OF SAID CURVE ON T[iE SOUTHWEST LINE OF DALTON LANE (50' R.G.W': AT THIS POINT):i I
i-- - S 43° 03' 3l" E .FOP. A DISTANCE OF 13.01 FEET TO THE BEGINNING OF A CLOCKWISE SraZOS Coun y, I eX ROBERT STEVENSON _ E A -54
i
CURVE HAVING A RADIUS OF 25.00 FEET: THENCE: N 41' 56'29" E ACROSS THE RiGI IT -OF -WAY OF DALTON DRIVE FOR A DISTANCE OF 50.00 FEET TO THE NORTHEAST LINE _
G a ALONG SAID CURVE T1IP.0 a ' 46" FOR AN ARC DISTANCE OF DALTON DRI`,%E AND THE POINT OF BEGINNING OF THIS HEREIN DESCRIBED TRACT; Ij �>�LLEG STATION BRAZOS, COUNTY,
moi`SEMI NEYLe 11? T�°;. EVr55GME-A C 40 20 0 4� UGH A CENTRAL ANGLE OF .0 00 ( tJl W d TEXAS
PIF?F1 INE
MEM ELECTRICAL OF 39.28 FEET (CHORD BEARS: S 03' 03' 08" E - 35.36 FEET) TO THE END OF SAID CURVE ON THENCE: THROUGH SAID REMAINDER OF 202.66 ACRE TRACT FOR THE FOLLOWING CALLS:
771712 0 " 1697/170
SCALE IN FEET THE NORTHWEST LTNF, OF GREENS PRAIRIE ROAD (VARIABLE WIDTH ILn.AV.}; �
N 410 5t.,' 29" E FOR A DISTANCE OF 3.50 FEET: SCs�i E: 17=40' JULY 2013
m^ THENCE: S 41° ;6' Sa" W ALONG THE NORTHWEST LINE OF GREENS PRAIRIE ROAD FOP. A CERTIFICA IE OF CITY ENGINEER
DISTANCE OF 118.49 FEET: S 48° 03'31 " L, 2.50 FROM AND PARALLEL TO THE NORTHEAST LINE OF DALTON DRIVE. FORA DISTANCE OF 86.43 FEET; e "
Cit Engineer of the Cit of College - BLOCK
Y 9' Y 9 - lotion, Texas, ��`1`JE i, 1
_ -- - - - - - - - , _ _ THENCE: S 48' 03' 31" E THROUGH SAID REMAINDER OF 202.66 ACRE TRACT AND THROUGH THE S 58'21'35" E FOR A DISTANCE OF 33.62 FEET:
hereby certify that this Subdivision conforms to the requirements
APPARENT EXISTING RIGHT-OF-WAY OF GREENS PR,47RiF ROAD FOR:a DISTANCE OF. 37.33 FEET Y Y q Irements of the Subdlvtslon I,
Regulations of the City of College Station, Texas. New Vision Custom Homes
_z C_ v TO THE SOUTHEAST LINE OF SAID RLMAINDER OF 202.66 ACRE TRACT- N 41' S6' 29" E FOR A DISTANCE OF 562.60 FEET TO THE MOST NORTHERLY CORNER OF THIS HEREIN DESCRIBED TRACT: n
4209 Rocky Creek Court �� �W��� ngine>11ing, LLC
. , THROUGH THE APPARENT RIGHT -OF -NAY OF GREENS PRAIRIE ROAD
THENCE: S 4l° 55' �" W THR S 48' 03' 31" E FOR D[STAN CE OF 111.18 FEET TO THE SOUTHEAST LINE OF SAID REMAINDER OF 202.66 ACRE TRACT BEING Colle'ae Station, T 77845
t -� -- -T_ AND ALONG THE SOUTHWEST LINE OF SAID REMAINDER OF 202-66 ACRE TRACT FOR S WITHIN THE APPARENT RIGHT -OF -WAS OF GREED'S PRAIRIE ROAD (VARIABLE WIDTH R.O.W.); s13 979 i 03-793J
- DISTANCE OF 370.49 FEET;
�. _... _ --- ---- - __.� - -- - --- --- )
City Engirfeer TBPA✓ NO. 12327
yy�p� THENCE: S 41° 55'52" W ALONG THE SOL iHEAST• LINE SAID REMAINDER OF 202.66 ACRE TRACT AND THROUGH THE APPARENT2730 LC)ATGIMIRE SUITE (�
� 56" 9 _ ' r THENCE:" N48'03-31" W THROUGH SAID REMAINDER OF 262.66 ACRE TRACT AND THROUGH RIGHT-OF-WAY OF GREENS PRAIRIE ROAD FOR A DISTANCE OF 536.10 FEET TO THE EASTERLY CORNER OF A DEDICATED � '
THE APPARENT RIGHT-OF-WAY OF GREENS PRAIRIE ROAD FOR A DISTANCE OF 111.39 FEET TO RIGHT-OF-WAY" AS DEPICTED ON SAID PL:+T OF CASTLEGATE ]I SUBDIVISION, h p ATED College Station, Texas 77845
0 , SECTION _0 ,
THE MOST WESTERLY CORNER OF THIS HEREIN DESCRIBED TRACT; (919) 764-3900
_- - - --EXISTING PROPER iYTHENCE: N 43105'08" W THROUGH SAID;`.PPttP.EATi' P.IGHT-OF-IWAY OF GREENS PR ^.IRIE ROAD AND ALONG THE NORTHER -Sr LINE
THENCE: N 4I° 56' 29" E CONTINUING THROUGH SAID REMAINDER OF 202.66 ACRE TRACT FOR. OF SAiD DEDICATION FOR A DISTANCE 0'; 37.25 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OV 25.00 "
�- --^^- LINES & R-Q,W A DISTANCE OF 370.49 FEET TO THE SOUTHWEST LINE OF SAID COMMON AREA; FEET;
(WIDTH VARIES)
THENCE- N 48' 03'31" W ALONG THE COMMON LINE OF v AID REN AINDER OF 202.66 ACRE THENCE: ALONG SAID CURVE THROUGH i. CENTRAL ANGLE OF 89° 59' 14" FOR AN ARC DISTANCE OF 39.26 FELT (CHORD BEARS: S
TRACT, SAiD COMMON AREA AND SAID LOT 2 FOR A DISTAk.; E OF t44.50 FEET TO.THE POINT 86° 56' S2" W - 35-35 FEET) TO THE END OF SAID CURVE ON THE NORTHEAST LINE OF DALTON DRIVE; APPROVAL OF PI AHI" LNG 'A`I D.. ZONING COMMISSION
JP"ens Ina a OF BEGINNING CONTAINING 1.606 ACRES OF LAND, MORE OR LESS. BEARING SYSTEM SHOWN {����RJ��,�TF�,O�rR: U��3���O e
RoadHEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. THENCE: ALONG THE NORTHEAST LINE OF DALTON DRIVE FOR THE FOLLOWING CALLS: !, "^� Chairman of the PI an n in a
___y g _ g and Zoning Commission of Dos Dora p
�" airl the Cit of Calle e Station Texas hereb certify th th.e a tached plat Sas duly do Develo ment LLC Brad 1 -err, L5 No. x€502
_.. - approved by the Commission on the _\_ day of _ --- 449QCasdegaLeDr?ve K= Surveying, LLC
N 48" 03' 3 t" W FOR A DISTANCE- OF t�.39 FEET; -------- College Station, T :77845 Ave._3° 21' 35" W FOR A DISTANCE OF 55A? FEET; 2Q_�� 09 i 1. Texas r'A
'L PLAT-.: (979) 690-7250 Bryan, IN i i S03
N 48' 03'3 1 W.FOR A DISTANCE OF 100.62 FEET TO TIIE POINT OF BEGINNING CONTA INiNG 1.419 ACRES OF LAND. MORE OR. (979) 268-3195
LESS. BEARING SYSTEM SHOWN HEREIN IS .BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION..
Vol. 110,3�
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DIAMETER DRAINS WITH 1/2" SLOT WIDTHS
MEDIAN DRAIN SYSTEM DETAIL
LEGEND
40 200
SCALE IN FEET
DOS BEGAN DEVELOPMENT I.I.C.
IN.sNMN OF GNAG AG TO
9656/213
N41' S6' 28'E » 10
IIIi)Z:l. P.
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- -- -
_N41' 56' 29'E » 151A9_1 _ y- aevmr PLIBUCACCESS
— HASBAIPNT
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cCHADEM E SnIEN UYSENT PROIECIg1A t. E. AND AS ..DR. ON T B GROUND,
IL
R. N LOTS MM- MEET SUM" AND MOR REWpEMEN15 AS SPEC61E0 IN THE COY OF COLLEGE
3. uA ws "Iwc D p q MENr ORDNwsE IRA THE ZONING eV55wGTAx IN G14i THEY LAY.
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'- — --- — -' —
4. NO POROON W THIS TRACT IS MTmRH A SPECIAL RWO IIVAD AAEA M:GMOING To THE
U-06-1041P tBMB OF WRENSKW. CATER SHY 18. 2012.
5. COMMON MFAS MILL BE DYMED AVD MA'MMNED W TIE HOME DINERS' ASSOCNTON (NaV.
TonIIHI•ILf DTIYC
6. 1/R- IRON RODS MLL IF SET AT NL PDT CORNERS AND ANCIE POINR UNLESS NOTED OTHERMSE.
V A, ASPN ,MI. 1 PGW
> INCH WPM PROMO 1PEE FORA MINNGUM OF 2.DRUG Of AT HART R INCHES IN GRIPER OR ONE 4
ANCE
8. OISTACCES SHOMN ON CVD,U ARE CHORD IUCTIS.
9. MIS FIAT IS IN TIE SPRING GREEK IMPACT LEE AND,
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now OTIN - 370AB' Now 2 - B.RY
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Vol. 11061 Pg. 31
DM GENT. DEVELOPMNT ue
REMAINDER OF
SEEN AO ..OF
9e55/RI3 ^^
V
4Q 2004
SCALE IN FEET
me—or,se rolsee—eef Bmzw Mount" Sons.
Ines
CEIGHCAM OF OMNMR END DEDICATION
STATE Qe TYAS
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CER nMW OF ME SURESCRat
STATE OF TEXAS
IY COR OF BRAMER
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FINAL PLAT
CASTLEGATE II SUBDIVISION
SECTION 202
3,107 ACRES
0.775ACRESROW DEDICATION
BLOCK II, LOTS IR & 2R
COANION AREAS A & B
BEING A
REPLAT
OF
CASTLEGATE II SUBDIVISION
SECTION 202
BLOCK 11, LOTS 1 & 2 AND
COAMON AREA 0.278 ACRES (CALLED 0.293 ACRES)
AND AN ADDITION OF
A 2.358 ACRE TRACT BEING A PORTION OF THE
REMAINDER OF A CAUFD 202.66 ACRE TRACT
ROBERT STEVENSON LEAGUE, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCA G I'=NY )ULYM13
OWNER -LOTI. BIACK II:
RNGINERIC
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OWNER/DEVELOPER: SURVEYOR:
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