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V. �k' r; - f 7 / 1 EROSION CONTROL NOTES:
t
�1 ,
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I
f' t ` f' IE 1. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE 1PDE5 GENERAL PERMIT NO, TXR 150000
i �'` t' 1 i, / / i I i REQUIREMENTS FOR CONSTRUC71ON SITES.
;i ', �'[
2. EROSION CONTROL MEASURES SHOWN IN THESE PLANS SHALL BE CONSIDERED THE VERY MINIMUM
`� REQUIRED. IT SHALL BE THE RESPONSIBIL17Y OF THE CONTRACTOR TO IMPLEMENT ALL OTHER
i i / '
l \ice , t�� V \ f l �` j` f Gj%�3 / `.° l ;% +• EROSION CONTROL MEASURES (DIVERSION BERMS, DRAINAGE STRUCTURES, SWALES. ADDITIONAL
1ti li \, ,,�, t ! f FENCING, ETC...) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND DEVELOPMENTS FROM
\ ``'�' V:, J tt ( f / / `', / DAMAGE OF ANY KIND, DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION.
��
\ I 1 ' 5O' 3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA
'1 ° t+ ' ` HAS BEEN DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN SEDIMENT
i i , PUBLIC f r I ;� / ``v,
LEVEL REACHES 255 CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR
\ ' i '-� EXISTING ! ACCESS ''""~---. '
HAULING AWAY IF NOT SUITABLE FOR FILL,
it i _' i.ELECTRICAL LINE EASEMENT �''`' j '
i% , i , 11019 281 1 4. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION
;`i\ �� �� '!' _ - ' �� / `' SILT FENCE +r. WOSKTHE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO
`;
I
5 IT
I 1 MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE
,'' � , ( t L f , ' � � ��i�� ' ,' q" ! / / i'1 , "` 30 15 3 INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY.
C�On�i P
i ..
r �, 3a' PIJEj $• CTHE ONTROL
IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT
a ry
8460/1 , SCALEIN FEET DEVICES. INSPEC71ONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL
1 % / EVENT OF 1/2 OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE
1': " . �� � / JUN 1 9 2015 j5 v r' f �� I ` / ADJACENT S3REET5 AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT.
EXISTING 8 N, J` 111
SEWER LINE � v' JUN �r
11 f i" 7 THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED.
f �` 1 � COLLEGE STA`�I 1' )NTATIExIsilNc s� / ;
1 t DEV LOPMENT; SE i /ICESCOLLEGESEWER LINE
B. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE
.1 \ ,. % f', 5r11 � N ' PROJECT SITE.
PLAT FILED: � IRING ` 4 { 1
%8. CONSTRUCTION EXIT IS 70 BE DRESSED WITH ADDITIONAL ROCK AS NEEDED AND MAINTAINED $O
�___- y%AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS,
I
c� r �(
;�1 s �' \ ' TBM 1 10. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY
} , i\ A\ , ! � � / !r - � \ / CONSTRUCTION SHALL BE ADEQUATELY HYDROMULCHED OR BLOCK SODDED, AND WATERED UNTIL
\ \ , \
GROWTH IS ESTABLISHED. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UN71L
�, \ ` EXISTING ' BRAZOS TEXAS LAND,` BRAZOS TEXAS LAND ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN
1 `' + DEVELOPMENT, LLC. - --. REMOVED BY CONTRACTOR.
1 ,I,� ir` ''; 1 •FIRE HYDRANT ;' DEVELOPMEN.T; LLC. � ""� � ROCK
1 i' I '', ', LOT 1R, BLOCK 5 - - ------ RIPRAP �: ,
I it ,�; i LOT 15R,,. -BLOCK 5 ` �__,,, 'u . / - PHASE A _ _ NOTES:
ca t 11i N PHASE/2A PLAT --- _ `� I ` - ` _ 2 PLAT SrTE
r; �, i PROPOSED 12 . ---- - .__ , - '
N.. / / GREENS PRAIRIE 1y°
WATER LINE GREENS,�RAlRlE GEN TER f _ ry / _ 4 - 1. 1005 COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT L005E), OR
,�� ,1, r l + , �`
X11 t l 4.02 ACRES / �'- a' ,. ___-_. _ __�-.. _ _ __ � y IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE
\ =� t ' ZONED GC = 11ZONEd GCES rr-- PARKING LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING
.'�; I e / _ _ ....__ _ __ ...� �� `9,•, ' CONSTRUCTION,
/ SILT FENCE w •- w qs ���"
1 1 �, I. .SILT FENCE /<1 _._ __ __ 3 � �'
1 i; - VARIABLE = :/ ---.,� �'� . a f' .', T °�,
1 _ `-
A,i �� WIDTH PUE / - ,• , -
r
1.
zY
A
i REMOVE EXISTING ' ;` �-� � _ ,, : �` _ . �.�. - �-_, ��: -•.
_\
` l ` �g,� `� 12687 174 �- '' - - PROPOSED 15 DP BLACK
\n r l 7 / CONCRETE SET f - _.. - HDPE BACKGRi
j
r.
r �r -
J1 , ,�;. l; r. 1
AND CONNECT TO = - sEWER
J
jJ/
, . V!
J
s
, -'..", I /c
},y EX p _ I
_ ' ' TOP,M
1
i I EXISTING STORM - -
-
a
/ •- t ' SEWS A y _ _ o
50 PR
IVATE _
EXISliNG 12'*% I (
- = Sf,_ .. 1 i
-
--, ,
4 - f
�u -., 8460/1 _ ._._ - _ �.
W ._._ DRAINAGE & .----- -
ATER LINE, ri, .� _ -��
i
\ ,� ;
"- LANDSCAPE
/• ND OF _ ROCK i
' �+ { -"•1•�?0
i S \ EASEMENT -` u� i VARIABLE 1 ROAD SIGNS `- - - RIPRAP
1 i i WIdiH PUE' i _
- -
• n _ - i 1 II j I- 116 4 `_ _ "- i �• : „' `" . $ t .tf. \ i
�, 60/1 O 1 „
.
XISTING 8 _1 - _ 7/1 ,
'; I
�11
, 50 PUBLIC - k",
` 12 I
_ ; ... _ ,_ ; w _ , I
. . t _ SEWER LINE _ : - /f _
BS 74
} _ _�
:. S � CCE - - -
N v M Q- _.._.__ 30.. REFLECT01
�._._ -�_., _R .-
EASEMENT __ _._._ /
�.- - 5
,
.. . Y• -
:
11010%281
�k .. __. _ .._ r _-- a08 - pp
11 :' -•-� -s PROPOSED 12 r/Z , ` MATION (APPROX,)
= P \, _.__. - 309 - ° 1 : r; , I ( ,
_ `i , ROCK I I
_ WATER LINE
i _. _ SILT FENCE
__
1
_ ._ _ RIP A
R P
- TBM 1 N• 1
I 11( _ -.� t , 01886 2.14
d 4
f 5 52
t�..
- T-- ,
'-S
y f
h -.v ST
j5 {` cc J 4 � F �S
,
_ . _.__ - - ST ST - - _ _ _-_ -_ - 7943.2252
S - .
= , _- ST___N_
_ - -- _ -_ _ .. -- -- a - -_ _. f
rrr ( .
II ' __. _ - ELEVS. 312. 40
�'._.
: 00 J
j
.. g _
J � �, t
t _
�- � t s
- . i
(WATER 'r i ! ' (W VE
II III I i ' -61 N PUBLIC WAY Ln 1- _` '�._ _� �, , ; -, %; ', , I
v-11`1
I 1,-- PROPOSED STORM
t 50' PUB ACCESS EASEMENT - 25' PAVEMENT
� ,37� 10 PUE ii 11 � ,
0 0s SEWER LINE - 7/1I 11 gt ` I !
s -- 1268 74 i ;
i- .
4
I I
i'i 4 I
11 ;: I - ___ - __ - _� __ _ ', � � - _ � ST �S STS_., � 9 a � r' +'
._.__
«1 b
I
ST � ;
r
6
t ^^ r
I . . c G t ^� TEMP j ; ; {
- = -_ I cn' i OSEd STORM R N 1
�_ ,.
_..:_ _ 12 Y TUR
I�
�r A i I t ARO . i
PROP `
SEWER LINE U
LIMES lU
ORA
I _
,6 ND TAB ZED
�•-----
----- .. _ , o , SUBGR
I , _ �:��� -- ---- -` 6" ADE 1 i ;
i "�r� ~" CRUSHED LIMESTONE 'j END OF STREET SIGN DETAIL
R S�;' L i t `I t- y 't i
I al r 5' SIDEWALK ! I BASE MATERIAL ; ,y : I (MUTCD OM4 2)
I -.. _ w - i 1Q PUE ` >.
i y E .t �, 4 r. E _ 1.5 HMAC PAVEMENT i. r N.T.S.
Et I " - j* 1cr I 1 1 660/1 40. �• TEMPORARY PUBLIC t
I � Sr , I U, ACCESS EASEME1.NT 'I I t %:, t 1 i �pi
� �; � ;_ t"'71CINIr'"Y MAP- 1
, i
11t �, ,�' I INSTALL TRAFFIC RATED ` ' `i NT
", .! EXISTING POND , '
II yE a 2 METER BOX FOR BLOW s , i j i ! ,
? I I; -; ADZANO, LLC y-' I OFF VALVE IN TURNAROUND �, ` . \ ' � � ;' i ; , , � ! jI i I ! , �', i ! i
�! ! t t _ I LOT 9R, BLOCK 5 I p 15 PUE i �t , ` j I 1 i . ,
I J -;�_- GREENS PRAIRIE CENTER. ,
r t i 1 EIS- - PHASE 2A >� 11660/140 1 1 �, 1 t 11- r l , �,
I Iii" ' ` I, ( I [i 054 ACRES i' ; f i `
Q I ( ZONED I 11_- _ I:
I
�.., i' i't - I " d I,:j GC r_ i t f i '11
r -•-^
I \
'.% Y i ' i F i ' ( t
60' PUBLIC; �: 4 . , I! I -«-.-5 =_n REYNA ae RIGARDo DawLA �__ t E t� :� r r� x' I
_.
a + a'• I LOT 8R, BLOCK 5 , , ,
i I r t
ACCESS EASEMENT / i �, j i; (.� I GREENS PRAIRIE CENTER i
WLI 01 fllk,TJ4
VICINITY MAP
NOT TO SCALE
TOWER POINT
PROJECT -i I y
OWNER/DEVELOPER:
Brazos Texas Land Development, LLC.
C/O Caprock Texas
2809 Earl Rudder Freeway S.
College Station, TX 77845
(979)307-0321
GREENS
PRAIRIE
NTER
PHASE
4
LOTS IR & 15R
C I AP
ROCK CROSSING
LIN'T LAIIIIIIIIIIIIIIIIIIIV QJ--4Mc--V' I --
COL FIG 1 S TION TEXAS
LA J E TA
2730 LONGMIRE, SUITE A
COLLEGE STATION, TEXAS 77845
979.764.3 900
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW ONLY
UNDER THE AUTHORITY OF
DEVEN L DOYEN P.E..
LICENSE NO. 109835,
ON APRIL 6, 2015.
IT IS NOT TO BE USED FOR
BIDDING OR CONSTRUCTION
PURPOSES.
SCHEDULE OF
SHEET TITLE
HEETS
C1 OVERALL LAYOUT
C2 PUBLIC WAY, STA. 0+00 TO 3+76, PLAN & PROFILE
C3 PRIVATE STORM SEWER PIPES 303-307, PLAN & PROFILE
C4 DETENTION POND MODIFICATION PLAN
ST STREET DETAIL
SW SIDEWALK DETAIL
D DRAINAGE DETAIL
,
a 4 • ! f
e D /
61STING s
' �' ♦ ECTRICAL LINE /
Q. r`
EXISTING 8" :
SEWER LINE
< v.'
° EXISTING /
FIRE HYDRANT /
co
PROPOSED 12"
tP ,. WATER LINE VARIABLE
a.\
WIDTH
UQ
-IM.Ifto -i
EXISTING 12"
WATER LINE
tt�a1'�• �6��„
31
1
/ 50'
iPUBLIC
1
ACCESS
EASEMENT
EA3°0 )
SEMENT � � J
11019/281 \ \
y � 30Z i_ \ SILT FENCE \ 30 15 0 31
30PU� \ \ SCALE IN FEET
8460/12
EXISTING 8"
\ 1 \ \ SEWER LINE
\ ROCK \
\ \ _RIPRAP 299-
UTILITY
EASEMENT
11574/127 REMOVE EXISTING \
"ONCRETE SET
AND CONNECT TO
EXISzQNG STORM
SEWE 30' PUE
50' PRIVATE 8460/1
DRAINAGE &
LANDSCAPE
EASEMENT \
11660/140
8 g
-303
°\
�'•- � \
I�OT 15R, BLOCK 5 �: '� SILTFENCE= _- - __ \\ u 306
`PHASE 2A PLAT \ / LLT FENCE // f / ��, \
T
EENS PRAIRIE _ -3os
soh -305 / f �, STORMSSEWER HDPE \
CENTER / / / �,/ T/\\ \ \ \ \ _- --' � "
4.02 ACRES
.40
,
/� �\ \ /( � goy \
\ Os ---302 - dli
_�-
30o �\ t \
---� / r/ R PRAP \ \\ \
EXISTING 8 / I 11 ` op\ - - \ \ o
:�.€WER LINE ._- / 07 306
3117- -" S "� --- -_ -R 3Q -8 �j \ M
_ 309 J 308
LOT 1 R, BLOCK 5 ` ROCK SILT FENCE
--- -`"" _••- --" --�- / J ti RIPRAP ` I ' \ TBi
7Qa .�.•'>"•. ,7' - zna _._. _.•_--• .,, r--._ .- ,` PHASE 2A PLAT , i
, S s - sT sT sT --- sT-s sem- -� GREENS PRAIRIE M
° ,:1'' :'° i' j _ 11.725 ACRES ` I I \
tr.<v~i • ' n :'aJ e _14 `. _' ' \\- • i° PUBC O
WAY .� �--
m ' ` N •--...- LIto
5I PTJ ACCESS EASEMENT - 2� PAVEMENT
309
--
' '.q v'e..® v E_. i .. ®'o v •• -, �,. a •a' ..e .. D. •1{)'' ..°:ps•.°-. a ':a° •,._ :D .>,.- .>p .a
, drTt�, �.,� ��� ;i r,.I 311'".--"'" .. .. �.• • .
M 0' PUE
Ln ° / END OF WATERLINE
` !�
ROAD SIGNS
f•S 'a !J't• .`i --s SI - - 'S s. ST M i
_ -�•�•
PROPOSED if R ` I / i I i I I I \
_5k\�10 PUE \�
3T p 5 SIDEWALK l
11660/1 �
I I
,� I I i � { 1 • .: �: � �I' I :.. ADZAND, LLC. EXISTING POND I I t I I i
\ 1 11 I I I i I SII
< { LOT 9R, BLOCK 5 N 15 PUE
GREENS PRAIRIE CENTER PHASE 2A ••> � 11660/140
\ l
\ /
0.54 ACRES
-'v'Qn .' '.a.9,'.. ° .• :' _ .; ZONED GC '
-
.. REYNA & RICARDO DAVILA I l
�GREENS
LOT 8R, BLOCK 5 t �'' 313
GREEN PRAIRIE ENTER
PHASE EA ^--� _312
W_ / ' 0.59 ACRES \ _ \
W ' ZONED GC
a.
EXISTING STORM 1 BRAZOS TEXAS LAND \\ \\ \ o\ \ , , / / \ S
SEWER LINE DEVELOPMENT. LLC. \ \ I 1 m
LOT 7R, BLOCK 5
GREENS PRAIRIE CENTER M \ I
1 PHASE 2A0.59 ACRES
ZONED GC
I @. 1z ° c n o 8460 1E _--PROPOSED---,r� o \ \ I I I l Ol
I Z I / / SEWER LINE
W: 1
A//
l 302 -_ - - _ 302 -303--- ✓� / I v' '. < v { , \ \ I t / ' % - - ' 304 - -' _✓ O1 ��e/ y/
306-"' '0
305
oo
v
e• ♦ . D '> _- . . °;' 1 1S 'l • O •;;.' �. .fin \ �+,. ./ •% �0� / ,,,++•" '+`w / ,,,.,�
EROSION CONTROL NOTES:
1. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000
REQUIREMENTS FOR CONSTRUCTION SITES.
2. EROSION CONTROL MEASURES SHOWN IN THESE PLANS SHALL BE CONSIDERED THE VERY MINIMUI
REQUIRED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER
EROSION CONTROL MEASURES (DIVERSION BERMS, DRAINAGE STRUCTURES, SWALES, ADDITIONAL.
FENCING, ETC...) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND DEVELOPMENTS FROM
DAMAGE OF ANY KIND, DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION.
3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA
HAS BEEN DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN SEDIMENT
LEVEL REACHES 25% CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SiTE OR
HAULING AWAY IF NOT SUITABLE FOR FILL
4. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOUTiOh
WORK.
5. 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 THI
INSTALLATION OF A CONSTRUCTION EXiT AND SILT FENCE AS NECESSARY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMEN
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.
7. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHEI
8. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE
PROJECT SITE.
9. CONSTRUCTION EXIT IS TO BE DRESSED WITH ADDITIONAL ROCK AS NEEDED AND MAINTAINED SO
AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS.
10. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY
CONSTRUCTION SHALL BE ADEQUATELY HYDROMULCHED OR BLOCK SODDED, AND WATERED UNTiL
GROWTH IS ESTABLISHED. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTiL
ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEM
REMOVED SY CONTRACTOR.
1 N: 10188652.1452
E: 3577943.2252
ELEV : 312.440
(WATER VALVE)
BLACK
BACKGROUI
S.
RED
REFLECTORS
5'
(APPROX.)
STEEL POST
END OF STREET SIGN DETAIL
(MUTCD OM4 - 2)
N.T.S.
VICINITY MAP
CASTLEROCK
SUBDIVISION
d�
A
s Iro
iI '. : { ` ` / 8s ' • \ (\ \ NOT TO SCALE
307 > '� \ 0' PUE
O
' \ O
\ > \ \ ' 1\660/140 I J
:. � -a: __ - •-I�, _ ..\ � \
_®-gym M
' \ ` I
•
i
X00 O .4"�,'.ST ¢ O l ' �It \ IN,
co \� \ `LO \
to � JOB--- , JM ERDNER, LP. o� l i' ' ,� \ BR `S TEXAS LAND DEVELOPMENT , LLC. 10'
to < BRAZOS TEXAS LAND DEVELOPMENT, LLC. LOT 12R, BLOCK 5 \ LOT 6R, BLOCK 5 11660/14i0
I I I tr� ' • LOT 10R, BLOCK 5 - GREENS PRAIRIE CENTER PHASE 2A\ \ GREENS PRAIRIE CENTER PHASE 2A J
GREENS PRAIRIE CENTER PHASE 2A �' 0.59 ACRES 0.57 ACRES
0.54 ACRES ' N ZONED GC ZONED GC /
{ I ..v . o• f ' I I ZONED GC v \
NOTES:
1. ALL CURBS 6" IN HEI UNLESS _
HEIGHT LES NOTED OTHERWISE.
2. EXPANSION JOINTS IN CUB & GUTTER SHALL BE SPACED A 0 = #4 BARS
MAXIMUM 40' AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S. 0 = 3/4' X 18* SMOOTH
CONTRACTION JOINTS IN CURB AND GUTTER SHALL BE EXPANSION DOWELS
SPACED AT A MAXIMUM DISTANCE OF 10'.
TYPICAL CURB DETAIL
N.T.S.
2"0" WIRE MESH (OPTIONAL SEDIMENT CONTROL FABRIC 6" MIN. DEPTH STONE VARIES*
STEEL REINFORCING BARS * FASTENED TO T -POST 0 FASTENED SECURELY TO (ASTM D448. 3" TO
CONCRETE PAVEMENT WOODEN STAKE T -POST OR WOODEN STAKE+�I h+ 5" DIAMETER) OVER (0 %�
WITH OPTIONAL WIRE MESH TIS t GEOTEXTILE FABRIC 50
• a < °
'-6" LIME STABILIZED SUBGRADE
(EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT)
* X=5", 6" OR 8" AS SHOWN ON THE PAVEMENT PLAN
(28 DAY STRENGTH = 3500 PSI)
5" PAVEMENT - US EREBAR Q 18` O.C.E.W.* 6" PAVEMENT - USE #4 RESAR A 16" O.C.E.W.
* 8" PAVEMENT - USE #5 ROM A 12" O.C.E.W.
TYPICAL CONCRETE PAVING SECTION DETAIL
N.T.S
TOWER POINT
PROJECT
.00ATION
TOTAL AREA = 0.45 ACRES
GREENS PRAIRIE CENTER PHASE 2A
COMMON AREA 5
AUG+USTUS BMW -LE SURVEY, A-75
COU-EGE STATION, BWOS COMM, TEXAS
1 I F it, i FOOTAGE. p0T
GRAVEL BAGi b �A SCALE: 1 "=30'
GRAVEL BAG �� ) I # WITH SAME SQUARE A .r-
METAL T -POST OR WOODEN -
STAKE AS REQUIRED TO MAINTAIN.
SPACED 6' APART
NATURAL GROUND -
EXTEND INTO A TRENCH
AND BE ANCHORED WITH
COMPACTED BACKFILL
j
OF FLOW
4"X4" MIN. TRENCH 1 `-ALLOW 2.5' TO 5' AT TOE
4"
OF SLOPE FOR SEDIMENT
TO ACCUMULATE. ALIGN
�. FENCE ALONG SLOPE
r CONTOURS.
SILT FENCE ASSEMBLY DETAIL
N.T.S.
ochultz Engineering, LLU`
2730 Longmire, Suite A
College Station, Texas 77845
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR DLD DLD JPS 15-375 APRIL 2015
NOTE:
TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION
ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV
RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF
DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET.
* GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL.
STORM DRAIN INLET PROTECTION DETAIL
N.T.S.
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW ONLY
UNDER THE AUTHORITY OF
DEVEN L. DOYEN P.E.,
LICENSE NO. 109835.
ON APRIL 6, 2015.
IT IS NOT TO BE USED FOR
BIDDING OR CONSTRUCTION
PURPOSES.
CAPROCK CROSSING
PUBLIC WAY EXTENSION
GREENS PRAIRIE CENTER PHASE 2A. LOTS 1R & 15R
CAPROCK CROSSING LOT 1A -R, BLOCK 3
COLLEGE STATION, TX
e ----EXISTING STREET --^7 �!
NOTE:
6" MIN.
DRESS WITH ADDITIONAL STONE
AS NEEDED. STONE IS TO BE
TILE
I�
FABRIC FABRIC
*MINIMUM 12' SHALL BE
FULL WIDTH OF SITE
SUBGRADE
SECTION A A
ENTRANCE
CONSTRUCTION EXIT SILT CONTROL DETAIL
N.T.S.
EXISTING STORM 1 BRAZOS TEXAS LAND \\ \\ \ o\ \ , , / / \ S
SEWER LINE DEVELOPMENT. LLC. \ \ I 1 m
LOT 7R, BLOCK 5
GREENS PRAIRIE CENTER M \ I
1 PHASE 2A0.59 ACRES
ZONED GC
I @. 1z ° c n o 8460 1E _--PROPOSED---,r� o \ \ I I I l Ol
I Z I / / SEWER LINE
W: 1
A//
l 302 -_ - - _ 302 -303--- ✓� / I v' '. < v { , \ \ I t / ' % - - ' 304 - -' _✓ O1 ��e/ y/
306-"' '0
305
oo
v
e• ♦ . D '> _- . . °;' 1 1S 'l • O •;;.' �. .fin \ �+,. ./ •% �0� / ,,,++•" '+`w / ,,,.,�
EROSION CONTROL NOTES:
1. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000
REQUIREMENTS FOR CONSTRUCTION SITES.
2. EROSION CONTROL MEASURES SHOWN IN THESE PLANS SHALL BE CONSIDERED THE VERY MINIMUI
REQUIRED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER
EROSION CONTROL MEASURES (DIVERSION BERMS, DRAINAGE STRUCTURES, SWALES, ADDITIONAL.
FENCING, ETC...) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND DEVELOPMENTS FROM
DAMAGE OF ANY KIND, DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION.
3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA
HAS BEEN DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN SEDIMENT
LEVEL REACHES 25% CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SiTE OR
HAULING AWAY IF NOT SUITABLE FOR FILL
4. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOUTiOh
WORK.
5. 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 THI
INSTALLATION OF A CONSTRUCTION EXiT AND SILT FENCE AS NECESSARY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMEN
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.
7. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHEI
8. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE
PROJECT SITE.
9. CONSTRUCTION EXIT IS TO BE DRESSED WITH ADDITIONAL ROCK AS NEEDED AND MAINTAINED SO
AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS.
10. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY
CONSTRUCTION SHALL BE ADEQUATELY HYDROMULCHED OR BLOCK SODDED, AND WATERED UNTiL
GROWTH IS ESTABLISHED. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTiL
ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEM
REMOVED SY CONTRACTOR.
1 N: 10188652.1452
E: 3577943.2252
ELEV : 312.440
(WATER VALVE)
BLACK
BACKGROUI
S.
RED
REFLECTORS
5'
(APPROX.)
STEEL POST
END OF STREET SIGN DETAIL
(MUTCD OM4 - 2)
N.T.S.
VICINITY MAP
CASTLEROCK
SUBDIVISION
d�
A
s Iro
iI '. : { ` ` / 8s ' • \ (\ \ NOT TO SCALE
307 > '� \ 0' PUE
O
' \ O
\ > \ \ ' 1\660/140 I J
:. � -a: __ - •-I�, _ ..\ � \
_®-gym M
' \ ` I
•
i
X00 O .4"�,'.ST ¢ O l ' �It \ IN,
co \� \ `LO \
to � JOB--- , JM ERDNER, LP. o� l i' ' ,� \ BR `S TEXAS LAND DEVELOPMENT , LLC. 10'
to < BRAZOS TEXAS LAND DEVELOPMENT, LLC. LOT 12R, BLOCK 5 \ LOT 6R, BLOCK 5 11660/14i0
I I I tr� ' • LOT 10R, BLOCK 5 - GREENS PRAIRIE CENTER PHASE 2A\ \ GREENS PRAIRIE CENTER PHASE 2A J
GREENS PRAIRIE CENTER PHASE 2A �' 0.59 ACRES 0.57 ACRES
0.54 ACRES ' N ZONED GC ZONED GC /
{ I ..v . o• f ' I I ZONED GC v \
NOTES:
1. ALL CURBS 6" IN HEI UNLESS _
HEIGHT LES NOTED OTHERWISE.
2. EXPANSION JOINTS IN CUB & GUTTER SHALL BE SPACED A 0 = #4 BARS
MAXIMUM 40' AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S. 0 = 3/4' X 18* SMOOTH
CONTRACTION JOINTS IN CURB AND GUTTER SHALL BE EXPANSION DOWELS
SPACED AT A MAXIMUM DISTANCE OF 10'.
TYPICAL CURB DETAIL
N.T.S.
2"0" WIRE MESH (OPTIONAL SEDIMENT CONTROL FABRIC 6" MIN. DEPTH STONE VARIES*
STEEL REINFORCING BARS * FASTENED TO T -POST 0 FASTENED SECURELY TO (ASTM D448. 3" TO
CONCRETE PAVEMENT WOODEN STAKE T -POST OR WOODEN STAKE+�I h+ 5" DIAMETER) OVER (0 %�
WITH OPTIONAL WIRE MESH TIS t GEOTEXTILE FABRIC 50
• a < °
'-6" LIME STABILIZED SUBGRADE
(EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT)
* X=5", 6" OR 8" AS SHOWN ON THE PAVEMENT PLAN
(28 DAY STRENGTH = 3500 PSI)
5" PAVEMENT - US EREBAR Q 18` O.C.E.W.* 6" PAVEMENT - USE #4 RESAR A 16" O.C.E.W.
* 8" PAVEMENT - USE #5 ROM A 12" O.C.E.W.
TYPICAL CONCRETE PAVING SECTION DETAIL
N.T.S
TOWER POINT
PROJECT
.00ATION
TOTAL AREA = 0.45 ACRES
GREENS PRAIRIE CENTER PHASE 2A
COMMON AREA 5
AUG+USTUS BMW -LE SURVEY, A-75
COU-EGE STATION, BWOS COMM, TEXAS
1 I F it, i FOOTAGE. p0T
GRAVEL BAGi b �A SCALE: 1 "=30'
GRAVEL BAG �� ) I # WITH SAME SQUARE A .r-
METAL T -POST OR WOODEN -
STAKE AS REQUIRED TO MAINTAIN.
SPACED 6' APART
NATURAL GROUND -
EXTEND INTO A TRENCH
AND BE ANCHORED WITH
COMPACTED BACKFILL
j
OF FLOW
4"X4" MIN. TRENCH 1 `-ALLOW 2.5' TO 5' AT TOE
4"
OF SLOPE FOR SEDIMENT
TO ACCUMULATE. ALIGN
�. FENCE ALONG SLOPE
r CONTOURS.
SILT FENCE ASSEMBLY DETAIL
N.T.S.
ochultz Engineering, LLU`
2730 Longmire, Suite A
College Station, Texas 77845
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR DLD DLD JPS 15-375 APRIL 2015
NOTE:
TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION
ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV
RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF
DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET.
* GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL.
STORM DRAIN INLET PROTECTION DETAIL
N.T.S.
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW ONLY
UNDER THE AUTHORITY OF
DEVEN L. DOYEN P.E.,
LICENSE NO. 109835.
ON APRIL 6, 2015.
IT IS NOT TO BE USED FOR
BIDDING OR CONSTRUCTION
PURPOSES.
CAPROCK CROSSING
PUBLIC WAY EXTENSION
GREENS PRAIRIE CENTER PHASE 2A. LOTS 1R & 15R
CAPROCK CROSSING LOT 1A -R, BLOCK 3
COLLEGE STATION, TX
e ----EXISTING STREET --^7 �!
NOTE:
6" MIN.
DRESS WITH ADDITIONAL STONE
AS NEEDED. STONE IS TO BE
TILE
MAINTAINED SO AS TO PREVENT
FROM TRACKING MUD ONTO
ADJACENT PUBLIC STREETS.
FABRIC FABRIC
*MINIMUM 12' SHALL BE
FULL WIDTH OF SITE
SUBGRADE
SECTION A A
ENTRANCE
CONSTRUCTION EXIT SILT CONTROL DETAIL
N.T.S.
OI/NER/DEVELOPER:
BRA20S TEXAS LAND
DEVELOPMENT, LLC.
C/0 CAPROCK TEXAS
2869 EARL RUDDER FREEWAY S.
COLLEGE STATION, TX 77845
C979)307-0321
APRIL 2015
SURVEYOR:
BRAD KERR, RPLS NO. 4502
KERR SURVEYING, LLC
409 N. TEXAS AVENUE
BRYAN, TX 77803
979 268-3195
ENGINEER:
SCHULTZ ENGINEERING, LLC.
PO BOX 11995
COLLEGE STATION, TX 77842
(979)764-3900
SCALE
VERTICAL N/A
HORIZONTAL 1°=30'
PLOTTING SCALE: 1:1
FILE NAME: 15-375
SHEET
Cl
t 1
1
1
\ i
\ i
\ 1
7
ams'; 1
. � 1
N i
A •.D S --5-8 ---S-B-------e
v 1
OD t __
cr _ CT
t
50" PUBLIC e
1
h y'�, .ter `,
■ 4- 4 i. `} 1 31 95 TW
a
00
L
I 1
v
m i
H�TT11 � v
IL
------------�
SIDEWALK DETAIL 1
NOTES:
1. EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY
DATA.
2. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE
PAVEMENT OR WITHIN THE STREET RIGHT-OF-WAY SHALL BE
COMPACTED TO AT LEAST 98% OF THE MAXIMUM DRY DENSITY
AS DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM
D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE
CONTENT TO 47o ABOVE THE OPTIMUM MOISTURE CONTENT.
AREAS OUTSIDE OF THE STREET RIGHT-OF-WAY SHALL BE
COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY.
3. SIDEWALKS SHALL BE CONSTRUCTED PER FIGURE SW, DETAILS
SW1-00 AND SW1-02. ADA RAMPS SHALL BE CONSTRUCTED
PER THE AMBULATORY RAMP DETAILS ON THE STANDARD
SIDEWALK DETAILS SHEET (REFER TO DETAILS SW3-00, AND
SW3-05 ON FIGURE SW). ALL RAMPS SHALL HAVE A
DETECTABLE WARNING SURFACE.
4. ADA RAMPS SHALL BE CONSTRUCTED PER THE AMBULATORY
RAMP DETAILS ON THE STANDARD SIDEWALK DETAILS SHEET
(REFER TO DETAILS SW1-02, AND SW3-00 ON FIGURE SW).
ALL RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE.
5. PAVEMENT STRUCTURE FOR PUBLIC WAY SHALL BE AS FOLLOWS:
6 LIME STABILIZED SUBGRADE OR CEMENT STABILIZED
SUBGRADE AS REQUIRED BY SOIL P.I.
6" REINFORCED CONCRETE PAVEMENT
25' WIDE
6. REFER TO GRADING PLAN FOR DESIGN GRADES AT THE STREET
RIGHT-OF-WAY.
--------------------------------1------- ------ --�
,
i � 1
40 20 0 4
i
I i SCALE IN FEET
1 �'� I 1
1
i
r --S-8
--S-8 =1-0/
I
L_ �'�ry LOT 1 R, BLOCK 5 1
e / PHASE 2A PLAT e
GREENS PRAIRIE.31 1
11.725 ACRES e
1--- / • s1 e
S1 1
'�� 311.37 TW
_ 1 TIN
ST ST ,- = ST ST -a-° ST" - o ST _ nST - ° e ' T ST ST ST - ST - of 1
° sin cy tur / 311.47 TIN 1
1
1
1
1
1
i
1
1
� 1
� 1
\ 1
\ \ i
\ � 1
\ � i
\ � e
� 1
- -----------
SIDEWALK DETAIL 2
VARIABLE (50') PUBLIC ACCESS & PRIVATE DRAINAGE EASEMENT
(SEE PLAN)
VARIABLE (25') B/C TO B/C
(SEE PLAN)
MONOUTHI
CUP
6" REINFORCED CONCRETE
DAY STRENGTH=3500 PSI)
't 2, L
'
-_""- #4 BARS g 18" O.C.E.W.
LIMIT OF
MEASUREMENT
FOR ROADWAY
EXCAVATION &
STABILIZATION
v umc J,nv,u�cv JVpVRnVC
SEE 5' CONCRETE
SIDEWALK DETAIL
TYPICAL PUBLIC WAY SECTION & PLANS
REINFORCED CONCRETE PAVEMENT
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW ONLY
UNDER THE AUTHORITY OF
DEVEN L. DOYEN P.E.,
LICENSE NO. 109835,
ON APRIL 6. 2015.
IT IS NOT TO BE USED FOR
BIDDING OR CONSTRUCTION
PURPOSES.
324
VARIABLE
WIDTH
PRIVATE
UTILITY
:7-il
ASEENT
1.5Z4/127
LOT 15R, BLOCK 5
PHASE 2A PLAT
GREENS PRAIRIE
CENTER
4.02 ACRES
- 50' PRIVATE --.e,_ 8460/1
DRAINAGE &
LANDSCAPE
-5-8---__S_g EASEMENT
'11660/140 -8
ST ST ST ST ST ST 0
1+00 PUBLIC WAY- 2+00
SO' PUB C ACCESS EASEMENT - 25' PI>, MENT
N
7=-.-
ADZANO, LLC. '
LOT 9R, BLOCK 5 a
' GREENS PRAIRIE CENTER '
0.5HASE 2A
4 ACRES
ZONED GC
i
j
'.i
\. �-
11660/140
30' PUE
8460/1
% LOT 1 R, BLOCK 5
PHASE 2A PLAT
8 `S-8- - GREENS PRAIRIE
11.725 ACRES
3+00 • � �ti
0
-�- - M ST ST
�u
`-10' PUE \ �`
11660/140 \
BRAZOS TEXAS LAND DEVELOPMENT, LLC. \
LOT 7R, BLOCK 5
GREENS PRAIRIE CENTER PHASE 2A
0.59 ACRES
ZONED GC
REYNA & RICARDODAVILA
LOT 8R. BLOCK 5
GREENS PRAIRIE CENTER PHASE 2A
0.59 ACRES
ZONED GCI'
In 3n -
Alignment Data: 15-375 PUBLIC WAY
Number Start Station End Station Length Line/Chord Direction Radius Delta DOC Mid Ord Tangent Start Northing Start Easting�
End Northing End Eoating
Lt 0+00.00 3+35.00 335.00 S49' 08' 24"E 10188565.67 3577870.01
1 10188346.51 3578123.37
Ct 3+35.00 3+75.93 40.93 S55' 00' 10"E 200.00 1 011'43'32" 028.6479 1.05 20.54 10188346.51 3578123.37
I!, 10188323.08 3578156.84
VGT
1"=40' HORZ.
e a�`
TIE INTO -
EXISTING'
e �'•
'`
ce' �
��t���
•. �_, -'
CONCRETE
i.
r`� .
o�
_
}T_
a = 2+09.61
v
1
° a } 3
R;(.
v
PVI
LEV. = 308.61
320
LOW P
STA = 2+09.61
320
D
t
50" PUBLIC e
1
h y'�, .ter `,
■ 4- 4 i. `} 1 31 95 TW
a
00
L
I 1
v
m i
H�TT11 � v
IL
------------�
SIDEWALK DETAIL 1
NOTES:
1. EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY
DATA.
2. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE
PAVEMENT OR WITHIN THE STREET RIGHT-OF-WAY SHALL BE
COMPACTED TO AT LEAST 98% OF THE MAXIMUM DRY DENSITY
AS DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM
D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE
CONTENT TO 47o ABOVE THE OPTIMUM MOISTURE CONTENT.
AREAS OUTSIDE OF THE STREET RIGHT-OF-WAY SHALL BE
COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY.
3. SIDEWALKS SHALL BE CONSTRUCTED PER FIGURE SW, DETAILS
SW1-00 AND SW1-02. ADA RAMPS SHALL BE CONSTRUCTED
PER THE AMBULATORY RAMP DETAILS ON THE STANDARD
SIDEWALK DETAILS SHEET (REFER TO DETAILS SW3-00, AND
SW3-05 ON FIGURE SW). ALL RAMPS SHALL HAVE A
DETECTABLE WARNING SURFACE.
4. ADA RAMPS SHALL BE CONSTRUCTED PER THE AMBULATORY
RAMP DETAILS ON THE STANDARD SIDEWALK DETAILS SHEET
(REFER TO DETAILS SW1-02, AND SW3-00 ON FIGURE SW).
ALL RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE.
5. PAVEMENT STRUCTURE FOR PUBLIC WAY SHALL BE AS FOLLOWS:
6 LIME STABILIZED SUBGRADE OR CEMENT STABILIZED
SUBGRADE AS REQUIRED BY SOIL P.I.
6" REINFORCED CONCRETE PAVEMENT
25' WIDE
6. REFER TO GRADING PLAN FOR DESIGN GRADES AT THE STREET
RIGHT-OF-WAY.
--------------------------------1------- ------ --�
,
i � 1
40 20 0 4
i
I i SCALE IN FEET
1 �'� I 1
1
i
r --S-8
--S-8 =1-0/
I
L_ �'�ry LOT 1 R, BLOCK 5 1
e / PHASE 2A PLAT e
GREENS PRAIRIE.31 1
11.725 ACRES e
1--- / • s1 e
S1 1
'�� 311.37 TW
_ 1 TIN
ST ST ,- = ST ST -a-° ST" - o ST _ nST - ° e ' T ST ST ST - ST - of 1
° sin cy tur / 311.47 TIN 1
1
1
1
1
1
i
1
1
� 1
� 1
\ 1
\ \ i
\ � 1
\ � i
\ � e
� 1
- -----------
SIDEWALK DETAIL 2
VARIABLE (50') PUBLIC ACCESS & PRIVATE DRAINAGE EASEMENT
(SEE PLAN)
VARIABLE (25') B/C TO B/C
(SEE PLAN)
MONOUTHI
CUP
6" REINFORCED CONCRETE
DAY STRENGTH=3500 PSI)
't 2, L
'
-_""- #4 BARS g 18" O.C.E.W.
LIMIT OF
MEASUREMENT
FOR ROADWAY
EXCAVATION &
STABILIZATION
v umc J,nv,u�cv JVpVRnVC
SEE 5' CONCRETE
SIDEWALK DETAIL
TYPICAL PUBLIC WAY SECTION & PLANS
REINFORCED CONCRETE PAVEMENT
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW ONLY
UNDER THE AUTHORITY OF
DEVEN L. DOYEN P.E.,
LICENSE NO. 109835,
ON APRIL 6. 2015.
IT IS NOT TO BE USED FOR
BIDDING OR CONSTRUCTION
PURPOSES.
324
VARIABLE
WIDTH
PRIVATE
UTILITY
:7-il
ASEENT
1.5Z4/127
LOT 15R, BLOCK 5
PHASE 2A PLAT
GREENS PRAIRIE
CENTER
4.02 ACRES
- 50' PRIVATE --.e,_ 8460/1
DRAINAGE &
LANDSCAPE
-5-8---__S_g EASEMENT
'11660/140 -8
ST ST ST ST ST ST 0
1+00 PUBLIC WAY- 2+00
SO' PUB C ACCESS EASEMENT - 25' PI>, MENT
N
7=-.-
ADZANO, LLC. '
LOT 9R, BLOCK 5 a
' GREENS PRAIRIE CENTER '
0.5HASE 2A
4 ACRES
ZONED GC
i
j
'.i
\. �-
11660/140
30' PUE
8460/1
% LOT 1 R, BLOCK 5
PHASE 2A PLAT
8 `S-8- - GREENS PRAIRIE
11.725 ACRES
3+00 • � �ti
0
-�- - M ST ST
�u
`-10' PUE \ �`
11660/140 \
BRAZOS TEXAS LAND DEVELOPMENT, LLC. \
LOT 7R, BLOCK 5
GREENS PRAIRIE CENTER PHASE 2A
0.59 ACRES
ZONED GC
REYNA & RICARDODAVILA
LOT 8R. BLOCK 5
GREENS PRAIRIE CENTER PHASE 2A
0.59 ACRES
ZONED GCI'
In 3n -
Alignment Data: 15-375 PUBLIC WAY
Number Start Station End Station Length Line/Chord Direction Radius Delta DOC Mid Ord Tangent Start Northing Start Easting�
End Northing End Eoating
Lt 0+00.00 3+35.00 335.00 S49' 08' 24"E 10188565.67 3577870.01
1 10188346.51 3578123.37
Ct 3+35.00 3+75.93 40.93 S55' 00' 10"E 200.00 1 011'43'32" 028.6479 1.05 20.54 10188346.51 3578123.37
I!, 10188323.08 3578156.84
IAA
PROFILE SCALE
I'
VGT
1"=40' HORZ.
1"-4' VERT.
PVI
a = 2+09.61
PVI
LEV. = 308.61
320
LOW P
STA = 2+09.61
320
LOW PN
r ELEV. = 309.13
= 53.57
150' VC
316
0
316
�
� N
u
n
U
312
EXISTING GROUND
/-DESIGN
GRADE
312
-1.40X
1.4096
308
308
M
.o
z
F
M
M
F. o
W PROPOSED 12"
F
WATERLINE
F'
304
a
24' SEWER LINE
304
300
300
296
296
292
292
I- Z
0 Uj
N
00
r
LO
O>
C5
CA
p
H a Iii
I`)
M
r�
UM
►�
r�
M
288
288
-0+50 0+00
CAPROCK CROSSING
PUBLIC WAY EXTENSION
GREENS PRAIRIE CENTER PHASE 2A. LOTS 1R & 15R
CAPROCK CROSSING LOT IA -R, BLOCK 3
COLLEGE STATION, TX
1+00 2+00
PUBLIC WAY
STAS 0+00 TO 3+76
PLAN & PROFILE
3+00
SCALE
VERTICAL 111=41
HORIZONTAL 111=40'
PLOTTING SCALE: 1:1
FILE NAME: 15-375
4+00 4+50
SHEET
C2
0
NON- STRUCTURAL
STRUCTURAL BACKFILL
BACKFILL i PAVEMENT
CLEAN, EXCAVATED MATERIAL STRUCTURE
BACKFILLED AND COMPACTED PER PAVING
ACCORDING TO PLAN
GEO-TECHNICAL REPORT
`ti `opopp may, COMPACTED CEMENT STABI-
° °v LIZED SAND, 14 SACK/CY,
PUGMILL ONLY. SPADE BY
LIFTS INTO PLACE, TO FILL
12" MINALL VOIDS AROUND \moi o°bno°o;.000°oot MANUALLY CONSOLIDATEEAT
p
°°4a OPTIMUM MOISTURE.
PIPE O.D.
6
COMPACTED CEMENT STABI- °O z°b66; °o°r °o° (6" MIN)
LIZED SAND, 1X2 SACK/CY, PIPE
PUGMILL ONLY. SPADE BY O.D.
LIFTS INTO PLACE, TO FILL
ALL VOIDS AROUND PIPE.
MANUALLY CONSOLIDATE AT THE TRENCH BOTTOM SHALL BE
OPTIMUM MOISTURE. GRADED SO AS TO PROVIDE UNIFORM
AND CONTINUOUS SUPPORT FOR THE
12" MINIMUMV PIPE BARREL BETWEEN BELL HOLES
BEDDING AND TRENCH BACKFILL
DETAIL FOR HDPE & RCP STORM PIPE
N.T.S.
STD. CAST IRO
MANHOLE COVER
AND FRAME 30" QQ�
A O
FLOW +
-'y MIN. 3' I~
SQUARE
PLAN
#4 BAR
12. O.C.E.W. Q.D. + 6" MIN,
SIDE WALLS
28 -DAY CONCRETE �#4 BARS 6' O.C.E.W.
ENG1H: 3000 PSI TOP & BOTTOM SLAB
SECTION A -A
JUNCTION BOX DETAIL
N.T.S.
GUNGRLIL-\ / OF DITCH
O.D.
r
PLAN
1' MIN. MATCH EXISTING
SLOPE OF DITCH
MITER END
OF PIPE TO
MATCH EXISTING
SLOPE
4" THICK
CONCRETE
PROFILE
TYPICAL DRAIN PIPE
END TREATMENT DETAIL
N.T.S.
CURB UNE WHEN
RECESSED INLET
-CONCRETE
GUTTER
SECTION A -A
1.5' RADIUS
TYP. 6" TYP.noLm rA�r ^r ma
WARP PAVEMENT SURFACE TO THROAT OF INLET--!
PLAN VIEW
28 -DAY CONCRETE STRENGTH = 3000 psi
TOP OF CURB #4 BARS, 6" O.C.E.W. A STANDARD CAST IRON MANHOLE
TOP SLAB -7 COVER AND FRAME
6" TYP. 17
EXTENSION
WERT SHAPING
CONCRETE FILL A�
PROFILE VIEW
'RIVATE CURB INLET DETAIL
1
GUTTER UNE
GUTTER UNE
J-
8" TYP.
BARS 12" O.C.E.W.
WALLS & BOTTOM SLAB
44 v f.3,x;
..pe .
320
/ ( / PUBLIC \
\ 1 ACCESS
t EASEMENT \
' \
11019/281 \
\ / LOT 15R, B600K 5 0, o
r (// PHASE 2-K PLAT
(:RRFNifi PRAIRIE'
10
306-'".'
304
`\� f'� �� \\ �•----''"- ---"' 305' �-
_�r _ -- 'l Vq
L BLOCK 5 �, 'o
P A 2A PLAT SET 1 M
SAFETY
E PRAIRIE END TREATMENT
1 .7 5 ACRES I
Ir
PIPE 307
I 24" HDPE PIPE ' M
12=-61.5 LF ® 2.06%
311--��` SA
•
ST
II STCv
JB 305
4'x4' JUNCTION BOX
EXISTING POND
13 h I
111 11 IMM}
� I
37 �!fl�
`377
'MEN7 LLC
iASE 2A
10� OF
-300 1._.-.-
` -" 3 6 /
-0+50 0+00 1+00 2+00 3+00 4+00
PROFILE - PIPES 303 - 307
oLchultz Engineering, LLC
2730 Longmire, Suite A
tt��� College Station, Texas 77845
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR DLD DLD JPS 15-375 APRIL 2015
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW ONLY
UNDER THE AUTHORITY OF
DEVEN L. DOYEN P.E.,
LICENSE NO. 109835,
ON APRIL 6, 2015.
IT IS NOT TO BE USED FOR
BIDDING OR CONSTRUCTION
PURPOSES.
CAPROCK CROSSING
PUBLIC WAY EXTENSION
GREENS PRAIRIE CENTER PHASE 2A. LOTS 1R & 15R
CAPROCK CROSSING LOT IA -R, BLOCK 3
COLLEGE STATION, TX
5+00
6+00
40 20 0 40
SCALE IN FEET
NOTES:
1. EXISTING GROUND PROFILE SHOWN IS BASED
ON FIELD SURVEY DATA.
2. STORM SEWER PIPE MATERIAL SHALL BE
HDPE, AASHTO M294, TYPE S WITH
WATERTIGHT JOINTS, WHERE NOTED OR RCP,
PROFILE GASKET IN ACCORDANCE WITH ASTM
C-76, CLASS III.
3. REFER TO STORM SEWER DETAILS SHEET FOR
EMBEDMENT & BACKFILL DETAILS AND INLET
& HEADWALL DETAILS.
PRIVATE STORM SEWER PIPES 303-307
STA. 0+00 TO 6+00
PLAN & PROFILE
SCALE
VERTICAL 111=41
HORIZONTAL 1"=40'
PLOTTING SCALE: 1:1
FILE NAME: 15-375
SHEET
C3
Alignment Data: STRIA PIPES
Number
Start Station
End Station
Length
Line/Chord Direction
Start Northing
Start Easting
End Northing
End Easting
L1
0+00.00
0+62.54
62.54
S49' 08' 24"E
10188572.07
3577885.53
10188531.16
3577932.83
L2
0+62.54
2+02.06
139.53
S4W 48' 02'E
10188531.16
3577932.83
10188441.11
3578039.40
L3
2+02.06
2+35.28
33.22
S40' 51' 41 "W
10188441.11
3578039.40
10188415.98
3578017.67
L4
2+35.28
4+73.52
238.25
S48' 45' 13"E I
10188415.98
3578017.67
10188258.91
3578196.80
LS
4+73.52
5+75.00
101.48
S70' 27' 41 "E
10188258.91
3578196.80
10188224.97
3578292.43
-0+50 0+00 1+00 2+00 3+00 4+00
PROFILE - PIPES 303 - 307
oLchultz Engineering, LLC
2730 Longmire, Suite A
tt��� College Station, Texas 77845
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR DLD DLD JPS 15-375 APRIL 2015
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW ONLY
UNDER THE AUTHORITY OF
DEVEN L. DOYEN P.E.,
LICENSE NO. 109835,
ON APRIL 6, 2015.
IT IS NOT TO BE USED FOR
BIDDING OR CONSTRUCTION
PURPOSES.
CAPROCK CROSSING
PUBLIC WAY EXTENSION
GREENS PRAIRIE CENTER PHASE 2A. LOTS 1R & 15R
CAPROCK CROSSING LOT IA -R, BLOCK 3
COLLEGE STATION, TX
5+00
6+00
40 20 0 40
SCALE IN FEET
NOTES:
1. EXISTING GROUND PROFILE SHOWN IS BASED
ON FIELD SURVEY DATA.
2. STORM SEWER PIPE MATERIAL SHALL BE
HDPE, AASHTO M294, TYPE S WITH
WATERTIGHT JOINTS, WHERE NOTED OR RCP,
PROFILE GASKET IN ACCORDANCE WITH ASTM
C-76, CLASS III.
3. REFER TO STORM SEWER DETAILS SHEET FOR
EMBEDMENT & BACKFILL DETAILS AND INLET
& HEADWALL DETAILS.
PRIVATE STORM SEWER PIPES 303-307
STA. 0+00 TO 6+00
PLAN & PROFILE
SCALE
VERTICAL 111=41
HORIZONTAL 1"=40'
PLOTTING SCALE: 1:1
FILE NAME: 15-375
SHEET
C3
JGV
PROFILE SCALE
1"=40' HORZ.
1"=4' VERT.
316
316
JS 305
4'x4' JUNCTION BOX
EXISTING
TOP=313.00
312 EXISTING
JB 301
DESIGN
GROUND
312
x
TOP -31
.00
DESIGN
303
GRADE
10'
10' RECESSED
CURB INLET
-!�
TOP -309.31)
INLET 304
10' R ESSEE
CURB INLET
�-
\
TOP=309.30
-
308
F
EXISTING
GROUND
\
308
EXISTING PIPE 30
18" HDPE PIPE
58.5 LF o 0.507
r
18" HDPE PIPE
134.5 LF o 0.50%
`--"
2
PIPE 305
"HDPE PI PE
\
1.3'
29
2 LF O 0.50
g
F
PE 306
SET 1
24`
DPE PIPE
304
231.1
LF o 0.50%
"
!PE 3
304
PROPOSED 12-jPE
1 •
61.6
P
® 2 O6E
WATERLI E
to
M
[CONNECT
5
TO
0
EXISTING STORM
300
SEWER PIPE
ro
PROPOSED ATERLINE
\
300
p
e7
50 o
N 0
w
0 Z
I-
p
O Z
M M1
II M
Il
i
o
[i fi z
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1
1 I
I
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mfn
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296
00
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01
296
d a + d d
N 0 a.
M
n
Nta QF* x
N N N
�+ asth
d it
1-
!A N N
292
292
288
8"
SEWER LINE
288
WZ
zo W I
N
0
O)
n
N
(IO
�
O!
tD
Cn
a. ''
M f
0
LO
LO
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M
CV
o W
M
0
M
M
M
M
M
2$4
284
-0+50 0+00 1+00 2+00 3+00 4+00
PROFILE - PIPES 303 - 307
oLchultz Engineering, LLC
2730 Longmire, Suite A
tt��� College Station, Texas 77845
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR DLD DLD JPS 15-375 APRIL 2015
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW ONLY
UNDER THE AUTHORITY OF
DEVEN L. DOYEN P.E.,
LICENSE NO. 109835,
ON APRIL 6, 2015.
IT IS NOT TO BE USED FOR
BIDDING OR CONSTRUCTION
PURPOSES.
CAPROCK CROSSING
PUBLIC WAY EXTENSION
GREENS PRAIRIE CENTER PHASE 2A. LOTS 1R & 15R
CAPROCK CROSSING LOT IA -R, BLOCK 3
COLLEGE STATION, TX
5+00
6+00
40 20 0 40
SCALE IN FEET
NOTES:
1. EXISTING GROUND PROFILE SHOWN IS BASED
ON FIELD SURVEY DATA.
2. STORM SEWER PIPE MATERIAL SHALL BE
HDPE, AASHTO M294, TYPE S WITH
WATERTIGHT JOINTS, WHERE NOTED OR RCP,
PROFILE GASKET IN ACCORDANCE WITH ASTM
C-76, CLASS III.
3. REFER TO STORM SEWER DETAILS SHEET FOR
EMBEDMENT & BACKFILL DETAILS AND INLET
& HEADWALL DETAILS.
PRIVATE STORM SEWER PIPES 303-307
STA. 0+00 TO 6+00
PLAN & PROFILE
SCALE
VERTICAL 111=41
HORIZONTAL 1"=40'
PLOTTING SCALE: 1:1
FILE NAME: 15-375
SHEET
C3
,
•� /� 309
\
� I M
09
\306\
/BRAZOS TEXAS LAND
v� DEVELOPMENT, LLC. / \
3�0 LOT 7R, BLOCK 5
/ GREENS PRAIRIE CENTER /
PHASE 2A 0.59 ACRESZONED GC /
w 305
o
pL
LLC. 10' PUE / ' YJr _ _ \ \ PUBLIC
11660/140 / J o / s ACCESS
A LOT 1 R, BLOCK 5 / J EASEMENT
PHASE 2A PLAT %/ l If \ 11019/281 �' �3p4--- '\
GREENS PRAIRIE
11.725 ACRES
E
84601
/
310
31732—
31 •'- =
—310--
311! f —308—
/ _ 31 D
_305 ---.._308
—307 `ter `/ I 305'` ^` � ✓ j 4 303/ 1�
—306 � / � X304 �
—305-
-304-
------
--305— —304 / 303
302
---299 _-
M J
Lo
—302 \
306-_
EXISTING POND
-..."-300-_.,
` INV. ELEV.-300'
ROCK RIPRAP OG '
300—
301-- 20'Y
OVERFLOW-
SPILLWA
—302— �-` — _..�-
—303— —'_ / OS' � \� 24" HDPE "--299---
/\ 15" HDPE 0 LF OF 0 INV. ELEV =299.75
- - —� ---305 \ y /
30307 J / O 0.5�
R IP AP .•////
307—
306—
z
06
(
ochultz Engineering, LUC
2730 Longmire, Suite A
College Station, Texas 77845
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR DLD DLD JPS 15-375 APRIL 2015
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW ONLY
UNDER THE AUTHORITY OF
DEVEN L. DOYEN P.E.,
LICENSE NO. 109835.
ON APRIL 6, 2015.
IT IS NOT TO BE USED FOR
BIDDING OR CONSTRUCTION
PURPOSES.
30 15 0 30
SCALE IN FEET
100 YR PLUGGED
20' W.S. ELEV.-302.52'
4 4 TOP OF POND 305.00'
X r\
ELEV.=302.50'
POND OVERFLOW SPILLWAY DETAIL
N.T.S.
60 LF OF
15" HDPE
O 0.509.
OVERFLOW SPILLWAY CREST
ELEV.=302.50'
24" HDPE
INV. ELEV.=299.75'
24" HDPE
INV. ELEV.-300'
POND OUTLET SECTION DETAIL
N.T.S.
CAPROCK CROSSING
PUBLIC WAY EXTENSION
GREENS PRAIRIE CENTER PHASE 2A. LOTS 1R & 15R
CAPROCK CROSSING LOT IA -R, BLOCK 3
COLLEGE STATION, TX
TOP 23
F BERM
ELEV=305.00'
VARIES --i EXISTING
GROUND
POND 1 \ \ \ 1 TIE-IN
BOTTOM / 4/ \/ \ / 4 7 % ?-�
\ / ,/
\ /\ /\ /\\/\ /\ /\ \\ /\\ /\
TYPICAL POND BERM DETAIL
N.T.S.
0 9 W', lez I
N lAwly
SCALE
VERTICAL N/A
HORIZONTAL 1"=30'
PLOTTING SCALE: 1:1
FILE NAME: 15-375
SHEET
NOTE:
TYPE "G" EXPANSION JOINTS IN CURB & GUTTER
SHALL BE SPACED AT A MAXIMUM DISTANCE OF
40' APART AND AT ALL RADIUS POINTS, P.T.'S AND
P.C: S. TYPE "B" CONTRACTION JOINTS IN CURB &
GUTTER SHALL BE SPACED AT A MAXIMUM
DISTANCE OF 10' APART.
24-
12" 12"
114"R -\\l
314"R 1!4"R
Q
10-112" /4"R
1-112" a 1" 6"
3
#4 BARS CONTINUOUS 1„
AND 3" CLEAR TYP.
24" LAY DOWN
GUTTER SECTION
STI -00
94 BAR 112" CHAMFER—
(TYPICAL)
a � � -a a. d •
d
' d• a a v° v a t
6"
24"
28 -DAY CONCRETE
STRENGTH=3500 psi.
big
STI -03
NOTE:
TYPE "G" EXPANSION JOINTS IN CURB & GUTTER
SHALL BE SPACED AT A MAXIMUM DISTANCE OF
40' APART AND AT ALL RADIUS POINTS P.T.'S AND
P.C: S. TYPE "B" CONTRACTION JOINTS IN CURB &
GUTTER SHALL BE SPACED AT A MAXIMUM
DISTANCE OF 10' APART.
T
6"T
T
#4 BARS @ 18" C/C
-T
VARIES
• _ #4 BARS
4„ • = #4 BARS DOWELLED IN CURBS
EXPANSION DOWELS
DETAIL
TYPICAL COMBINED
CURB & GUTTER SECTION
STl-Ol STI -02
NOTE:
NOTE: 1. TYPE "G- EXPANSION JOINTS IN CURB & GUTTER SHALL BE
TYPE "G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED ATA MAXIMUM DISTANCE OF 40' APART AND AT ALL
SPACED AT A MAXIMUM DISTANCE OF 40' APART AND AT ALL RADIUS POINTS P.T.'s, AND P.G: s. TYPE "B" CONTRACTION
12'
1" MIN. TO
#4 BARS @ 18" O.C.E.W. 6" MAX.
(MID SLAB)
1 6-
SECTIONA A
AI I 12' "r ��� .1A
v��k�
'O
�- TYPE "G" EXPANSION JOINT
ALLEY PAVING
STI -06 I
JOINTS POINTS,
& GU't'TENR SHALL BE SPACECONTRACTION
AT A MAXIMUM JOINTS IN CURB &GUTTER SHALL BE SPACED ATA MAXIMUM GENERAL NOTES
DISTANCE OF 10' APART DISTANCE OF 10' APART
2. PIPE EXTENDED 1"-2" FROM BOC TO BE COVERED WITH FABRIC ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER
AND TIED IN PLACE HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY
BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL
24-
6" 15"
GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS
IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS
SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF
LAST DISTURBANCE.
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED
3" 24„ DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY
CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE
VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS
T 1/4"R 3„ COMPLETE AND THEN REMOVED BY CONTRACTOR.
ALL
EROSION
RFOTER EVERY RAON MEASURES SHOULD BE CLEANED OF
114"R1-piA c ALL TRAFFIC SIGNALS AND APPURTENANCES AND ALLPAVEMENT
12" 3" MIN 1)2% • n�°� 6�� MARKINGS AND MARKERS SHALL 8E IN ACGO)tDANCE WITH TXDOT
STANDARDS
SLOPE __ _ 114"R [p
•0 3" 4„ 6" 6-314" 12„� -- ADDITIONAL LOCAL REQUIREMENT& NT MARKINGS) FOR
L2- 3” 3„ 2.. • 3„®Qf 3” 3- 0 !3 6-314„
3"
it _T11 2" 2„ -
4"
3" 4„
3" �—
• _ #4 BARS • _ #4 BARS
0= 314' X 16" SMOOTH 0 314 X I ION OOWELS
EXPANSION DOWELS
TYPICALCOMBINED TYPICAL WEEPHOLE CURB
118" SEAL WITH JOINT MATERIAL
P
D
e
6" MIN.
METAL KEY WAY PLATE DEFORMED TIE BARS
#4 X 18",18" O.C.
TYPE I'D"
LONGITUDINAL TOINT
LONGITUDINAL JOINTS SHALL BE REQUIRED ONLY ON THE
CENTERLINE OF THE PAVEMENT & IN INTERSECTIONS AS DETAILED
SEAL W/EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR
314" 0 X 18",18" O.C.
COATED WITH HEAVY
114" R314.. REASE)
/<
w
D ,& 6" MIN.
RECYCLED MATERIAL, 314"
THICK AS MANUFACTURED 3" LONG METAL OR PLASTIC CAP,
BY J.D. RUSSELL 00. OR INSIDE DIAMETER TO BE 1116" GREATER
APPROVED EQUAL THAN DIAMETER OF DOWEL BAR. CAP
MUST BE LONG ENOUGH TO COVER 2"
OF DOWEL AND HAVE STOP SO END OF
CAP IS 1" FROM THE END OF BAR.
TYPE1'G11
EXPANSION & CONSTRUCTION _TOINT
SAWED OR FORMED, SEAL
WITH JOINT MATERIAL.
SEALING NOT REQ'D IN
CURBS
318" R 118" TO 3116"
3!4"
;�1*' T T• 6"MIN.
#4 BARS, 18" O.C.E.W.
TYPE "B"
CONTRACTIONJOINT
STI -04FsTl-C
(TYP)
3"
CURB
#4 BARS18" C.C.
THE REBARS AT EVERY
INTERSECTION SHALL BE
314" DOWEL BARS TIED 100 PER CENT
TYPE"G"
SEEI
L-- TYPE "D" JOINT
#4 TIE BARS 18" LONG SEE DETAIL
TYPE "G" JOINT
-20' MTAYXIP U TYPE "B" JOINT
` CURB
TICAL JOINT & REINFORCEMENT LAYOUT
FOR CONCRETE PAVEMENT
5-112"
314' :.. „ .:a°,, -+-�•_ : 7/8.,
e -4 1-518"
314" : o a 1-112'•
3"
METAL KEY WAY PLATE
TYPE "B" JOINT
(TYP)
VARIES
(TYP.) TYPE "0" JOINT
(TYP-)
— TYPE "G" JOINT AT ALL .
RADIUS POINTS AND
MAX. DISTANCE OF
300' ON TANGENTS
NOTE:
EXPANSION JOINTS AS SHOWN AND AT
EACH RADIUS POINT. CURB EXPANSION
JOINTS SHALL BE AT 60' CENTERS. CURB
CONTROL JOINTS SHALL BE AT 10' CENTERS.
JT. 06 90°
ADIOS (TYP)
-6,.
BACK OF CURB -�
TYPE "S"JOINT
TYPE "G" JOINT AT FUTURE
WORK S(,IOP OR AT PROPOSED
TYPICAL-TOINT LAYOUT AT
CONCRETE INTERSECTION
TYPE "G" EXPANSION EXISTING CURB & GUTTER ( KEEP 6" RISE TO T w "-
JOINT. ELEV. + TO BE REMOVED E TYPE "G" EXPANSION w NOTES:
TIC ELEV. = 3" PROPERTY LINE JOINT. ELEV. + ILS CURB RETURN RADIUS + 2'
MATCH ROF ( O►- 1. IF THERE IS A VALLEY
KEEP 6" R13E TO EXISTING GUTTER I TIC ELEV. = 3 ¢
2, I I-> GUTTER, T EN TRANSITION
TCH IEOF PROPERTY LINE a� EXISTING PVMT. I " ?� CURB RETURN RADIUS 1'-6" CROWN AT ,ALLEY GUTTER
STING GUTTER ( 4 on
TO FULL CR WN IN 50'.
- ACCESSIBLE ROUTE (4' MIN) 2, -TYPE "G" E PANSION JOINTS
2 Ar _ _ _ _ _ - (OPTIONAL) IN CURB & GUTTER SHALL BE
EXISTING r4" T OT SPACED AT A MAX. DISTANCE
PVMT. - - 3" ' RIS NOTE 3 3 OTE OF 40' APART AND AT ALL
'- EXISTING BASE MIN DRIVEWAY APRON SHALL BE 4" g" RADIUS POINTS P.T.'S & P.C: S.
(28 -DAY CONCRETE STRENGTH ___� TYPE "B" CONTRACTION
" - 3000 psi) W/ 94 BARS (� 18" 1-114" SHALLJOINTSIN CURB & GUTTER
BE SPACED AT A MAX.
3 RISE DRIVEWAY APRON SHALL BE 4" DEFORMED TIE BAR O.C.E.W. ASPHALT APRONS W/O
EXISTING MIN (28 -DAY CONCRETE STRENGTH #4 X 18" O.C. FOR TIE CURB AND GUTTER SHALL BE TYPE "0" LONGITUDINAL 3. 2"/STMAX SLOPE?0' APART.
BASE = 3000 psi) W/ #4 BARS18" TO CONCRETE TO ALLOWEDON OPEN DITCHED JOINT
O.C.E.W. ASPHALT APRONS W/O CONCRETE PAVEMENT STREET SECTIONS ONLY. 4. 5' MIN TRANSITION TO LAY
DEFORMED TIE BAR CURB AND GUTTER SHALL BE ONLY DOWN CURB BEGIN AT P.T.
#4 x 18" O.C. FOR TIE ALLOWEDON OPEN DITCHED SFCTIOAT A -A
TO CONCRETE TO STREET SECTIONS ONLY. SEGTOIVA A SLOPING AWAY FROM INTERSECTION
CONCRETE PAVEMENT
ONLY
SECTIONA ASIDE STREET WIDTH
-
MTHLAY7)OWNCURB I
A TYPE "G" EXPANSION JOINT
PROPERTY LINE 6" THICK CONCRETE
(28 DAY STRENGTH =
NOTE: RAMPS ONLY WHEN------ 3500 PSI) WITH #4 BARS A
THE LONGITUDINAL SLOPE IS - AT 18" O.C.E.W. WITH
GREATER THAN 1:20 RAMPS DOWEL INTO EXISTING SIDEWALK 6" LSSB TO 2' BEYOND
SHALL COMPLY WITH TAS (VARIES) WITH #4 BARS @ 18" O.C. BACK OF CURB
REQUIREMENTS
OTHERWISE SIDEWALK MUST
BE REMOVED.
ST -00
COLLECTOR
RETURN CURB TO HAVE
APRON
ice-
V ORiV Wo 1S4L PEP'
1-
EXISTING CURB &-
GUTTER TO BE
A ROLL FACE DIMINISHING
REMOVED
DRIVEWAY WIDTH
I APPROX.12" ARIES -EXISTING
MATCH IEOF—
GUTTER
H �+I-H
T RADIUS POINT
DRAINAGE CULVERT
(MIN. 18" DIA. RCP PIPE) A
SIDEWALK
-,
*
G=
VARIES
1. LENGTH OF DRAINAGE PIPE FOR DRAINAGE- EDGE PVMT.
RESIDENTIAL DRIVES IS 36' MAX
** 5' R. (MIN.) BACK OF CURB
& 20' MIN. CULVERT
NEAT SAW CUT
NEAT SAW CUT SAW
2. ALL DRIVEWAY PIPES WITHIN
ROW MUST HAVE CONCRETE - q S:FREET-
SLOPED END SECTIONS A
CUT A
/EXISTING
1,
* MAINTAIN 2% MAX CROSS
TYPE "G" EXPANSION JOINT CURB & GUTTER TO
SLOPE. 5' MIN. WIDTH.
BE REMOVED. REPLACE STREET
1
SURFACING AS NEEDED
"EXISTING SIDEWALKS (A MIN.
OF 4' BEHIND BACK OF. CURB)
MAY REMAIN IN PLACE.
R
ESIDENTIAL DRIVEWAY
OTHERWISE SIDEWALK MUST
BE REMOVED.
ST -00
COLLECTOR
J
APRON
ice-
V ORiV Wo 1S4L PEP'
1-
EXISTING CURB &-
GUTTER TO BE
VARIES
T MIN.
REMOVED
DRIVEWAY WIDTH
I APPROX.12" ARIES -EXISTING
MATCH IEOF—
GUTTER
= 3"
EXISTING PVMT.
DRAINAGE CULVERT
(MIN. 18" DIA. RCP PIPE) A
KEEP 6" RISE TO
SEC77ONA A - PROPERTY
- - —�— - -LINE
EXISTING BASE
NOTE:
VARIES
1. LENGTH OF DRAINAGE PIPE FOR DRAINAGE- EDGE PVMT.
RESIDENTIAL DRIVES IS 36' MAX
unv �
12" �- VARlES
& 20' MIN. CULVERT
2. ALL DRIVEWAY PIPES WITHIN
ROW MUST HAVE CONCRETE - q S:FREET-
SLOPED END SECTIONS A
I
(6:1 SLOPE) OR APPROVED
QUAL.
'YPICAL DRIVEWAY ENTRANCE
1
WITH CULVERT nm� n
FLEX BASE
EXISTING
GRAVEL STREET
o ,oa •o
n
COMPACTED CEMENT
STABILIZED SAND OR
�
-31
FLEX BASE 12-
Ix CURB RETURN RADIUS +2'
�QCURB RETURN RADIUS
30:
a O AC NOTE SLOOPTIONAU �O'T3
o.r)
eMIN
TYPE"D"
LONGITUDINAL JOINT
SF,GTIONA A
SLOPING TOWARD INTERSECTION
*MAINTAIN 2% MAX
POINT OF CROSS SLOPE
CURVATURE
• BACK OF CURB
EXPANSION JT. & I 25' RAD. (MIN.)
SMOOTH DOWEL BAR, '
(1/2" 0 X 16"((, WITH CAP TYPE"D"
WITH' EAVYCGREED
ASE) ' I/ JO NTOATED ITUOINA ACCESSIBLE RAMP
f (SEE RAMP DETAIL)
------------1- ---
ACCESSIBLE ROUTE
--------- ------------ - ---
-- --
OINTOF
TANGENC
..-►--•--.-►... ... L -t.►... ...—r--. ...-►...
EXPANSION JOINT (TYP.)
sCFtE��
Lo -A SEAL WITH APPROVED
EXPANSION JOINT MATERIAL
SEE BEDDING DETAIL FOR
APPROPRIATE PIPE TYPE
UNDISTURBED SOIL -/VARIES
OPEN CUT
GRAVEL STREET
*REFER TO HMAC SPECIFICATION 12" :'"';': :-:ri 12"
FOR LIFT AND COMPACTION
12" D '.;; REQUIREMENTS
.:; SEE BEDDING DETAIL FOR
APPROPRIATE PIPE TYPE
UNDISTURBED SOIL
VARIES
BORING OF STREETS FOR
UTILITY PIPE IS THE CITY
STANDARD. OPEN CUTTING
OPEN CUT S� COAT/ OF STREETS SHALL IT BY
APPROVAL OF THE CITY
ENGINEER ONLY. O
OVERLAY STREET
ST4-00 ST4-01
ST -00
COLLECTOR
TYPICAL STREET CONCRETE
APRON
ST2-01
TYPE "D" EXPANSION JOINT.
psi
#5 BARS 16" LG.,
PVMT.),
A
SAW CUT
ELEV. +T/C ELEV.
= 3"
OF STREETS SHALL BE BY
APPROVAL OF THE CITY
-TYPE "G" EXPANSION JOINT
KEEP 6" RISE TO
I
0 v ENGINEER ONLY.
APPROPRIATE PIPE TYPE
VARIES
PROPERTY LINE
unv �
12" �- VARlES
- - -
PROPERTY LINE
I
STABILIZED SAND
I
3' IIF
1
VA IES
I
�6„
* MAINTAIN 2°� MAX
CROSS SLOPE
RETURN CURB TO HAVE
A ROLL FACE DIMINISHING
_ _„_ -_-_
_
AT RADIUS POINT
i TYPE "D"
AMBULATORY RAMP
MIN
DRIVEWAY APRON SHALL
25' MIN. R. THRU RAMPRB
1� LONGITUDINAL
SLOPE 1:12 MAX
FORMED TIE BAR
STRENGTH = 3000 psi)
@C
r
R TYING NEW
" O.C. .
W/#4BAR5 18 O.C.E.W.
W1 4 AR
SIDEWALK -1 b
G'
NCRETE TO EXISTING
ASPHALT AP ONS W!O CURB
& GUTTER SHALL BE ALLOWED
`i_
NCRETE PAVEMENT
ON OPEN DITCHED STREET
---------------
_ _ _ _ _ - - _ - _ _ _ _ _
LY
SECTIONS ONLY.
NEAT
I
NEAT
SAW CUT
I
SAW CUT
_
_
7YONAAl'
1' TYPE "G"
A NEATY EXISTING CURB & GUTTER TO
EXPANSION JOINT
SAW CUT BE REMOVED. REPLACE STREET
SURFACING
AS NEEDED
COMMERCIAL
DRIVEWAY
ST2-03
SEE BEDDING DETAIL FOR
APPROPRIATE PIPE TYPE
UNDISTURBED SOIL -/VARIES
OPEN CUT
GRAVEL STREET
*REFER TO HMAC SPECIFICATION 12" :'"';': :-:ri 12"
FOR LIFT AND COMPACTION
12" D '.;; REQUIREMENTS
.:; SEE BEDDING DETAIL FOR
APPROPRIATE PIPE TYPE
UNDISTURBED SOIL
VARIES
BORING OF STREETS FOR
UTILITY PIPE IS THE CITY
STANDARD. OPEN CUTTING
OPEN CUT S� COAT/ OF STREETS SHALL IT BY
APPROVAL OF THE CITY
ENGINEER ONLY. O
OVERLAY STREET
ST4-00 ST4-01
RESIDENTIAL
COLLECTOR
#4 BARS, 18" O.C.E.W. STRENGTH 3500
BORING OF STREETS FOR
MIN. 6" HMAC
(TYPE C OR D) EXISTING SEAL COATI HMAC
DOWEL
(@8'18
psi
#5 BARS 16" LG.,
PVMT.),
UTILITY PIPE IS THE CITY
STANDARD. OPEN CUTTING
SAW CUT
D.CE•XIST.
COMPACTED CEMENT
OF STREETS SHALL BE BY
APPROVAL OF THE CITY
70
EXISTING CONCRETE
STREET
STABILIZED SAND
6"
0 v ENGINEER ONLY.
APPROPRIATE PIPE TYPE
VARIES
SAW cut
unv �
12" �- VARlES
COMPACTED CEMENT '' 12"
STABILIZED SAND
SEE BEDDING DETAIL FOR
APPROPRIATE PIPE TYPE
UNDISTURBED SOIL -/VARIES
OPEN CUT
GRAVEL STREET
*REFER TO HMAC SPECIFICATION 12" :'"';': :-:ri 12"
FOR LIFT AND COMPACTION
12" D '.;; REQUIREMENTS
.:; SEE BEDDING DETAIL FOR
APPROPRIATE PIPE TYPE
UNDISTURBED SOIL
VARIES
BORING OF STREETS FOR
UTILITY PIPE IS THE CITY
STANDARD. OPEN CUTTING
OPEN CUT S� COAT/ OF STREETS SHALL IT BY
APPROVAL OF THE CITY
ENGINEER ONLY. O
OVERLAY STREET
ST4-00 ST4-01
16' UTILITY
100' ROW
RESIDENTIAL
COLLECTOR
BORING OF STREETS FOR
SECTION
SECTION
PAVEMENT
24
30
WIDTH
APPROVAL OF THE CITY
R.O.W WIDTH
70
100
16' UTILITY
100' ROW
4
12 --� 12' W EASEMENT
(SEE NOTE 1} W (SEE NOTE 1)
xe
NOTES: o 2" HOT MIX STD. RIBBON CURB a
Z = ASPHALTIC
1. RURAL SECTIONS WILL NOT REQUIRE 16' a CONC. PVMT. O
EASEMENTS PARALLEL TO ROW WITHIN Oa Q 112"/FT. SLOPE -a-
CITY LIMITS. w
2. WITHIN ETJ AREA, RURAL SECTIONS SHALL "^""" ^` 1� 11\\ HAVIAI
FOLLOW COUNTY SPECS AND STANDARDS
MIN. 4" HMAC BASE
OR 6" CRUSHED 6111 COMPACTED STABILIZED SUBGRADE
LIMESTONE BASE {98% STANDARD ASTM D-698 AT
A MOISTURE CONTENT BETWEEN 0 AND
+4% OF OPTIMUM
TYPICAL RURAL ROAD RIBBON CURB SECTION
ST4-03
NOTES: NOTES:
1. ALL SUBGRADES SHALL BE STABILIZED. S. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 1. REFER TO BICS UNIFIED DESIGN GUIDELINE MANUAL 2. COLLECTOR STREETS WILL BE REQUIRED TO USE B"
2. FOR SUBGRADES WITH PI > 15 AND %PASSING THE #200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. FOR ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH = 3500 PSI)
SIEVE Z 35%, USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REQUIRED TO USE 5" HMAC
3. FOR SUBGRADES WITH PI < 15 AND %PASSING THE #200 BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED
SUBGRADE IN ACCORDANCE WITH THE B/CS UNIFIED DESIGN
SIEVE < 35%, USE PORTLAND CEMENT STABILIZATION. GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. VARIABLE R•O-W (SEE NOTE 1)
4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND
WILL BE DETERMINED BY THE ENGINEER.
VARIABLE BIC TO BIC (SEE NOTE 1 )
IS VARIABLE R -O -W (SEE NOTES) -�
R R R
R VARIABLE B!C TO SIC (SEE NOTE 5) ' q MONOLITHIC CURB
SEE W CONCRETE 6" REINFORCED SEE W CONCRETE
SEE 6' CONCRETE 2" HOT MIX ASPHALTIC STD. CURB &GUTTER SEE 5 CONCRETE I SIDEWALK DETAIL CONCRETE 28 DAY SIDEWALK DETAIL
SIDEWALK DETAIL CONCRETE PAVEMENT SIDEWALK DETAIL f ( STRENGTH = 3500 PSI) I TYPE "D" JOINT
3%SLOPE----a.
3% SLOPE ---,,
7111
MIN. 4" HMAC BASE ° LIMIT OF MEASUREMENT 2' #4 BARS 18" O.C.E.W. 6" COMPACTED STABILIZED SUBGRADE 98% STANDARD
LIMIT OF MEASUREMENT 2' " 6" COMPACTED STABILIZED SUBGRADE (98/° STANDARD
FOR ROADWAY EXCAVATION OR 6 CRUSHED LIMESTONE ASTM D 898 AT A MOISTURE CONTENT BETWEEN FOR ROADWAY EXCAVATION (MID SLA I ASTM D-698 AT A MOISTURE CONTENT BETWEEN
AND STABILIZATION V BASE (95% MOD. ASTM -D1667) 0 AND +4% OF OPTIMUM. & STABILIZATION 0 AND +40/. OF OPTIMUM)
(LOCA STREETS)
'T'YPICAL STREET SECTION TYPICAL STREET SECTION
ASPHALTIC CON(7IFTF P.4 VF,AIFA-F ST4-04 RF,I.VFORCF,n'' COAURF,TF. PAVEMENT ST4-05
z
CD
cn
w
CITY OF BRYAN
771e Good Li}e, ? oxas swe:
DRAWN BY- C.L.M.
DATE 08-01-12
SCALE: N T S
APPROVED: W. PIT K.
FIGURE=
�I
SHEET 1',I', OF 1
BORING OF STREETS FOR
6.,
UTILITY PIPE IS THE CITY
STANDARD. OPEN CUTTING
OF STREETS SHALL BE BY
APPROVAL OF THE CITY
ENGINEER ONLY.
SEE BEDDING DETAIL FOR
IRBED SOIL I_'
APPROPRIATE PIPE TYPE
VARIES
CUT CONCRETE STREET
4
12 --� 12' W EASEMENT
(SEE NOTE 1} W (SEE NOTE 1)
xe
NOTES: o 2" HOT MIX STD. RIBBON CURB a
Z = ASPHALTIC
1. RURAL SECTIONS WILL NOT REQUIRE 16' a CONC. PVMT. O
EASEMENTS PARALLEL TO ROW WITHIN Oa Q 112"/FT. SLOPE -a-
CITY LIMITS. w
2. WITHIN ETJ AREA, RURAL SECTIONS SHALL "^""" ^` 1� 11\\ HAVIAI
FOLLOW COUNTY SPECS AND STANDARDS
MIN. 4" HMAC BASE
OR 6" CRUSHED 6111 COMPACTED STABILIZED SUBGRADE
LIMESTONE BASE {98% STANDARD ASTM D-698 AT
A MOISTURE CONTENT BETWEEN 0 AND
+4% OF OPTIMUM
TYPICAL RURAL ROAD RIBBON CURB SECTION
ST4-03
NOTES: NOTES:
1. ALL SUBGRADES SHALL BE STABILIZED. S. REFER TO B/CS UNIFIED DESIGN GUIDELINE MANUAL FOR 1. REFER TO BICS UNIFIED DESIGN GUIDELINE MANUAL 2. COLLECTOR STREETS WILL BE REQUIRED TO USE B"
2. FOR SUBGRADES WITH PI > 15 AND %PASSING THE #200 ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. FOR ACCEPTED RIGHT OF WAY AND PAVEMENT WIDTH. REINFORCED CONCRETE (28 DAY STRENGTH = 3500 PSI)
SIEVE Z 35%, USE LIME STABILIZATION. 6. COLLECTOR STREETS WILL BE REQUIRED TO USE 5" HMAC
3. FOR SUBGRADES WITH PI < 15 AND %PASSING THE #200 BASE OR 8" CRUSHED LIMESTONE BASE AND STABILIZED
SUBGRADE IN ACCORDANCE WITH THE B/CS UNIFIED DESIGN
SIEVE < 35%, USE PORTLAND CEMENT STABILIZATION. GUIDELINE MANUAL OR AS DIRECTED BY CITY ENGINEER. VARIABLE R•O-W (SEE NOTE 1)
4. SIDEWALK PLACEMENT VARIES WITH EACH LOCATION AND
WILL BE DETERMINED BY THE ENGINEER.
VARIABLE BIC TO BIC (SEE NOTE 1 )
IS VARIABLE R -O -W (SEE NOTES) -�
R R R
R VARIABLE B!C TO SIC (SEE NOTE 5) ' q MONOLITHIC CURB
SEE W CONCRETE 6" REINFORCED SEE W CONCRETE
SEE 6' CONCRETE 2" HOT MIX ASPHALTIC STD. CURB &GUTTER SEE 5 CONCRETE I SIDEWALK DETAIL CONCRETE 28 DAY SIDEWALK DETAIL
SIDEWALK DETAIL CONCRETE PAVEMENT SIDEWALK DETAIL f ( STRENGTH = 3500 PSI) I TYPE "D" JOINT
3%SLOPE----a.
3% SLOPE ---,,
7111
MIN. 4" HMAC BASE ° LIMIT OF MEASUREMENT 2' #4 BARS 18" O.C.E.W. 6" COMPACTED STABILIZED SUBGRADE 98% STANDARD
LIMIT OF MEASUREMENT 2' " 6" COMPACTED STABILIZED SUBGRADE (98/° STANDARD
FOR ROADWAY EXCAVATION OR 6 CRUSHED LIMESTONE ASTM D 898 AT A MOISTURE CONTENT BETWEEN FOR ROADWAY EXCAVATION (MID SLA I ASTM D-698 AT A MOISTURE CONTENT BETWEEN
AND STABILIZATION V BASE (95% MOD. ASTM -D1667) 0 AND +4% OF OPTIMUM. & STABILIZATION 0 AND +40/. OF OPTIMUM)
(LOCA STREETS)
'T'YPICAL STREET SECTION TYPICAL STREET SECTION
ASPHALTIC CON(7IFTF P.4 VF,AIFA-F ST4-04 RF,I.VFORCF,n'' COAURF,TF. PAVEMENT ST4-05
z
CD
cn
w
CITY OF BRYAN
771e Good Li}e, ? oxas swe:
DRAWN BY- C.L.M.
DATE 08-01-12
SCALE: N T S
APPROVED: W. PIT K.
FIGURE=
�I
SHEET 1',I', OF 1
CROSS SLOPE
2% MIN.
CROSS SLOPE
CROSS SLOPE 20� SIDEWALK
ID WA MIN•
2% to 40/6
8' TYP.
NOTE:
THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE
REQUIREMENTS - BERMS MAY BE REQUIRED
OUTSIDE OF THE SIDEWALK.
* P
r
y e®�� Oper1Y e
PER TAS
� e
STANDARDS
SIDEWALK SLOPE REQUIREMENTS SWl-0o
4"x4"x3116" STRUCTURAL STEEL TUBING
r+--�.-8' O.C. MAXIMUM -+ r+----8' O.C. MAXIMUM 12" O.C.
6" O.C.
`I- 4"x2"x3116" STRUCTURAL STEEL TUBING
4"x4"x3/16" STRUCTURAL 1"x1"x3/16" STRUCTURAL STEEL TUBING
STEEL TUBING
SEE CONNECTION DETAIL
6�. ° 4"
TYPICAL PEDESTRIAN 1/2"DIA. BOLT
GENER,U NOTES:
CONNECTIONDETAIL
SWI -01
ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION
SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS
ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED.
BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 DAYS OF LAST DISTURBANCE.
APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS
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.
ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN
ACCORDANCE WITH TXDOT STANDARDS
REFER TO SPEC 3117 23.23 (PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS.
NOTES:
1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES.
2. FINISH: LIGHT BROOM FINISH. JOINS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS
@ 40' O.C.,CONTRACTION JOINTS @ 4' O.C.
3. WIDTH L I 2N BARS O 12 C. OR #4 CONCRETE STRUCTURE BARS @ 18DO.C.
EN TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.)
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
5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK.
SEAL WITH EXPANSION
JOINT MATERIAL SMOOTH DOWEL BAR
114" R (112"0 X 18",12" O.C.
314" GREASE) WITH HEAVY
4,•
RECYCLED MATERIAL, 112�Z3-
THICK AS MANUFACTURE
BY J.D. RUSSELL CO. OR ONG METAL OR PLASTIC CAP, INSIDE
APPROVED EQUAL DIAMETER TO BE 1116" GREATER -THAN
DIAMETER OF DOWEL BAR. CAP MUST
BE LONG ENOUGH TO COVER 2"OF
DOWEL AND HAVE STOP $O END OF
CAP IS 1" FROM END OF BAR.
SIDEWALK EXPANSION
& CONSTRUCTION _TOINT
SAWED OR FORMED,
118"TO 3116" SEAL WITH EXPANSION
JOINT MATERIAL, MIN.
3/8" R
T
SIDEWALK CONTRACTION JOINT
SWEEP SAND
MIN 8" INTO ALL JOINTS
MAX 24"
CONC. SIDEWALK
3-112"
4•, 7.5
rvF1
6"
1" MAX. SAND LAYING COURSE
ACCEPTABLE
TRAFFIC RATED
PAVER MATERIAL
SIDEWALK PAVER SECTION
CONCRETE SIDEWALK
51-0" VARIES -414,
I
-E-•-2%MAX• �NOTES4
#3 BARS @ 12" O.C.E.W. OR
#4 BARS @ 18" O.C.E.W.
ALONG LOCAL STREETS
Q
3'-0" MIN. _ W-0"VARIES-I,
_ •_- 2% MAX.
SEE NOTE 4
#3 BARS @ 12" O.C.E.W. OR- -STRENGTH 3000 P:
#4 BARS @ 18" O.C.E.W. STRENGTH
MIN.)
SEE FINISH NOTE
ALONG MINOR COLLECTORS
ACCEPTABLE -
TRAFFIC RATED
PAVER MATERIAL
I
- 8'-0" VARIES -A
2% MAX.
SEE NOTE 4
SEE NOTE 3 -1
28 -DAY CONCRETE
#3 BARS @ 12" O.C.E.W. OR STRENGTH = 3000 PSI
#4 BARS @ 18" O.C.E.W. (4" THICK MIN.)
SEE FINISH NOTE
ALONG MINOR COLLECTORS
SWI -02
CROSSWALK DIMENSIONS,
CROSSWALK DIMENSIONS,
DETECTABLE WARNINGS
CROSSWALK MARKINGS, AND
CROSSWALK MARKINGS, AND
NOTES:
STOP LINE LOCATIONS
SHALL
STOP LINE LOCATIONS SHALL
z WARNING SURFACE
BE AS SHOWN ELSEWHERE IN
4' BE AS SHOWN ELSEWHERE IN
ixO
" VARIES 4' THE PLANS.
SURFACE THAT CONSISTS OF RAISED TRUNCATED J
THE PLANS.
"VARIES
NOMINAL VARIES NEENAH GRATE BOLTED
COMPLYING WITH SECTION 4.29 OF THE TEXAS
. THE SURFACE MUS
ACCESSIBILITY STANDARDS (TTAS CONTRAST I'
�
_ wi_
aI-O
CROSSWALKS MARKED; HOWEVER, TYPICALLY
COLLECTOR AND ARTERIAL STREETS DO. AS STATED
VISUALLY WITH ADJOINING SURFACES,
INCLUDING SIDE FLARES. FURNISH DARK BROWN OR
IN PLACE OR APPROVED
ANNULAR SPACE
ANNEQUAL
3' ) GREEN SPACE y y
' 4Ni
DARK RED DETECTABLE WARNING SURFACE ADJACEh
UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWH
° ; ° s'• G�
° . '„: ; = SIDEWALK ' ° • • .:r$�� 9,QOiG
PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT
LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS.
�/IA , /)A
S
S
VEHICULAR TRAVEL PATH.
8'
°- ;iFSs
DETECTABLE
WARNING
THE CITY OF BRYAN'S PREFERENCE FOR MARKING
6' .. • : SIDEWALK-.' • ' • ' ' a
h
h a
SURFACE
6.. i:":- -:.::: ?,:.:•. No. 4 BARS
s s
3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF
c
N
PREFERENCE IS THE TYPICAL'TRANSVERSE" STYLE;
.r.:.
M °
DETECTABLE
--- ` \ AMP
\ - ;•
4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE
8" VARIES
(TYP)
WARNING
PROPERTY LINE _ SURFACE
APPROXIMATE LOCATION FOR THE DETECABLE WAR1
PROPERTY LINE 'Y
\
"LADDER" STYLE) IS PREFERRED. DEVIATION FROM
TRENCH GRATE MAY ONLY BE
ds.,\
THESE S ILL BE
THE APPROVAL OF THE CITY E GINEER.D ONLY WITH
THE LONGITUDINAL STYLE MARKING SHALL BE 24"
?S• \
SURFACE ON LANDING AT STREET EDGE.
ALLOWED WITH PRIOR APPROVAL
,p" \
THE STREET.
9
�O�G
APART. THE TRANSVERSE MARKINGS SHALL CONSIST
FROM THE CITY ENGINEER AND
Z. y
WADE LINE AS SEPARATED BY 6 FEET
\ • , ,:
?S s • •' .
C S �\ •.>...
ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102.
WHERE THERE IS NO OTHER
STORM SEWER SYSTEM
1'
cy9
Vl'
y9'�,o
FOR TYPE I MARKINGS UNLESS OTHERWISE APPROVED
AVAILABLE.
23' 10'CURBRADIUS))
21.5' (20' CURB RADIt1S) ��` \ e . • .
BY THE CITY ENGINEER.
\ •e •' °
F
z
cc O
ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS
16.5' (25' CURB RADIUS) F'P \ ° • ° U
Nw F
R �`
POLYMER COMPOSITE, PRECAST POLYMER CONCRETE
w>w
:D
AND CONCRETE.
w�c
CROSSWALKS WITH BRICK PAVERS, STAMPED ASPHALT,
8. CROSSWALK DIMENSIONS CROSSWALK MARKINGS AND
3 z
STAMPED CONCRETE, ETC., SHALL ALSO REQUIRE
RETRO -REFLECTIVE, THERMOPLASTIC TRANSVERSE
`
23' (10' CURB RADIUS) p
'
(DOMES TO RUN PARALLEL TO
STRIPING.
•1c CROSS SLOPE NOT TO EXCEED \ w G w
2% OR BE LESS THAN 1%ON ANY
PEDESTRIAN TRAVEL)
�K
20' CURB RADIUS rn
21.5 16.5' �25' CURB RADIUS;
'•
rn
, '
DIRECTED BY THE ENGINEER.
. "
PORTION OF RAMP OR TRANSITION , t9
9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN
° •
•
TO STREET
10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE
�•
°
� CROSS SLOPE NOT TO EXCEED
(PENETRATES) A CURB.
,
►.
• 1
°
11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT
20/a OR BE LESS THAN I% ON ANY
PORTION OF RAMP OR TRANSITION
+?
s • •
TO STREET
THE ENGINEER.
12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS
A0MC r7C VICW
5/6' SIDEWALK AMBULATORY
CONNECT TO THE STREET.
8' SIDEWALK AMBULATORY
SIDEWALK DRAINAGE
13. FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG
RAMP AT STREET INTERSECTION
CURB LINE.
RAMP AT STREET INTERSECTION
TRENCH GRATE
SW3-00
FSW3-02
SW3-01
* CROSS SLOPE NOT TO EXCEED
* CROSS SLOPE NOT TO EXCEED
* CROSS SLOPE NOT TO EXCEED
2% OR BE LESS THAN 1% ON ANY
PORTION OF RAMP OR TRANSITION
2% OR BE LESS THAN 1% ON ANY
PORTION OF RAMP OR TRANSITION
2% OR BE LESS THAN 1 % ANY
PORTION OF RAMP OR TRANSITION
TO STREET
TO STREET /
TO STREET /
a�P� I
by /
ti� �
��
o'e
o,��
/ +
/ y
y
ti� y y
he�
y +
PROPERTY
PROPERTY /
PROPERTY /
LINE DETECTABLE
/
WARNING
LINE / DETECTABLE
i WARNING
/ DETECTABLE
WARNING
SURFACE
yy 8' SIDEWALK y yy
_ .- �` SURFACE 4,+--
**4,y
i/
--' SURFACE
yyy 1, yy
Z RAMP*
!E 1.12 `* •asf
Z AMP* N,.
6' SIDEWALK 3 1:1 "
im SLOE °"9
MAX,
2 RAMP :.
5' SIDEWALK 1 12=%i '�
SLOPE Mr.'
r• SLOPE MAX.
3, EXPANSION JT. &
SMOOTH DOWEL BAR,
31 EXPANSION JT. &
SMOOTH DOWEL BAR,
EXPANSION JT. &
11/22" DIA.2X 10 C. WITH
-O.C.WIHE
CA DIA. X 16", WITH
T 12" O.C.
(COATED W/HEAVY
BACK -/SMOOTH DOWEL BAR,
OF CURB 1/2" DIA. X 16", WITH
BACK (COACAP TE
D Y
OF CURB 6' MIN. GREASE)
OF CURB 6' MIN. OaCREASE)
6' MIN. CAP 12" O.C.
G(COATED W/HEAVY
REASE)
8' SIDEWALK AMBULATORY RAMP
6' SIDEWALK AMBULATORY RAMP
5' SIDEWALK AMBULATORY RAMP
AT STREET INTERSECTION & DRIVES
AT STREET INTERSECTION & DRIVES
AT STREET INTERSECTION & DRIVES
SW3-03
SW3-04
SW3-05
0 o
DETECTABLE WARNINGS
Q z
CROSSWALKS:
NOTES:
DETECTABLEGENERAL
CROSSWALK MARKINGS ARE IMPORTANT TRAFFIC
0000
z WARNING SURFACE
CONTROL DEVICES AT CONTROLLED INTERSECTIONS.
1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNI f
ixO
THESE DEVICES IDENTIFY THE APPROPRIATE LOCATION
FOR PEDESTRIANS TO CROSS THE INTERSECTION AS
SURFACE THAT CONSISTS OF RAISED TRUNCATED J
1 -JF LANDINGDOMES
v�wv
G
WELL AS INFORMING DRIVERS WHERE PEDESTRIANS
MAYBE PRESENT. NOT ALL LOCATIONS NEED THE
COMPLYING WITH SECTION 4.29 OF THE TEXAS
. THE SURFACE MUS
ACCESSIBILITY STANDARDS (TTAS CONTRAST I'
�
_ wi_
aI-O
CROSSWALKS MARKED; HOWEVER, TYPICALLY
COLLECTOR AND ARTERIAL STREETS DO. AS STATED
VISUALLY WITH ADJOINING SURFACES,
INCLUDING SIDE FLARES. FURNISH DARK BROWN OR
41.1did';q _-A-.*. *..., ';v4" MAX.
IN THE TMUTCD, AN ENGINEERING STUDY SHOULD BE
DARK RED DETECTABLE WARNING SURFACE ADJACEh
UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWH
o z p•n AND USUAL
PERFORMED BEFORE CROSSWALKS ARE INSTALLED AT
LOCATIONS OTHER THAN CONTROLLED INTERSECTIONS.
IN THE PLANS.
°6g
VEHICULAR TRAVEL PATH.
SLIP
a.�tva• 04.0•
THE CITY OF BRYAN'S PREFERENCE FOR MARKING
2. DETECTABLE WARNING SURFACES MUST BE
RESISTANT AND NOT ALLOW WATER TO ACCUMULATE
CROSSWALKS IS THE LONGITUDINAL (OR "LADDER"
STYLE). THE CITY OF COLLEGE STATION'S
3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF
c
N
PREFERENCE IS THE TYPICAL'TRANSVERSE" STYLE;
PEDESTRIAN TRAVEL WHEN ENTERING THE STREET.
6" MIN. FACE OF
10" MAX.CURB
HOWEVER, IN THE NORTHGATE AREA, ADJACENT TO
SCHOOL OR SCHOOL ZONES, AND OTHER HIGH
4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE
PEDESTRIAN CROSSINGS TME LONGITUDINAL (OR
APPROXIMATE LOCATION FOR THE DETECABLE WAR1
"LADDER" STYLE) IS PREFERRED. DEVIATION FROM
SURFACE FOR EACH CURB RAMP TYPE.
TYPICAL PLACEMENT OF DETECTABLE WARNING
THESE S ILL BE
THE APPROVAL OF THE CITY E GINEER.D ONLY WITH
THE LONGITUDINAL STYLE MARKING SHALL BE 24"
S. DETECTABLE WARNING SURFACES SHALL BE A MINIMI.
24" IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAV
AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR
LANDING WHERE THE PEDESTRIAN ACCESS ROUTE Eta
SURFACE ON LANDING AT STREET EDGE.
OTHERWISE, PROVIDE FLARED SIDES.
WIDE AND 8 FEET IN LENGTH SPACED 48 -INCHES
THE STREET.
6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION,
APART. THE TRANSVERSE MARKINGS SHALL CONSIST
nn
SW2_00
WADE LINE AS SEPARATED BY 6 FEET
6. DETECTABLE WARNING SURFACES SHALL BE LOCATEI
ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102.
OF UNMARKED LL CROSSWALK PAVEMENT
MARKINGS SHALL ALWAYS MEET TxDOT'S SPECIFICATION
THAT THE EDGE NEAREST THE CURB LINE IS I N OF T I
6" ANDA MAXIMUM FROM THE EXTENSION OF TI
FOR TYPE I MARKINGS UNLESS OTHERWISE APPROVED
FACE OF CURB. DETECTABLE WARNING SURFACES /
TE TA
a LANDING
BY THE CITY ENGINEER.
CURVED ALONG THE CORNER RADIUS.
z
cc O
ADDITIONAL INFORMATION ABOUT CROSSWALK MARKINGS
7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRII
Nw F
CAN BE FOUND IN THE TMUTCD.
POLYMER COMPOSITE, PRECAST POLYMER CONCRETE
w>w
:D
AND CONCRETE.
w�c
CROSSWALKS WITH BRICK PAVERS, STAMPED ASPHALT,
8. CROSSWALK DIMENSIONS CROSSWALK MARKINGS AND
0.1•-o DETECTABLE WARNING SURFACE
STAMPED CONCRETE, ETC., SHALL ALSO REQUIRE
RETRO -REFLECTIVE, THERMOPLASTIC TRANSVERSE
STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE
(DOMES TO RUN PARALLEL TO
STRIPING.
IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK
PEDESTRIAN TRAVEL)
�K
MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE
I- AN USUAL
ALIGNED WITH THEORETICAL CROSSWALKS, OR AS
co
SIDE FLARE
(TYP.)
�-6" MIN FACE OF
10" MAX CURB
TYPICAL PLACEMENT OF DETECTABLE
WARNING SURFACE ON SLOPING RAMP RI
SW2-01
(TYPICAL) 4' AMP CWIDTH (TYPICAL URFACBOF
TYPICAL AMBULATORY RAMP W/
FLARED WINGS
Il18„
2-3/8'1- _-
0 o
Q z
5'x 5'
Q:_,2
LANDING
0000
00
W
LANDI
Ww
2. LANDINGS SHALL BEA TX T MINIMUM WITH A MAXIMUM
to
!W
2% SLOPE 1N ANY DIRECTION.
alr-5
Eli
DETECTABLE WARNING
o
a�o
PAVER WITH TRUNCATED
IF,TI'CTARI,F,
4" MAX
DOME SURFACE
WARNING P.4 TTR
AND USUAL
VEHICULAR TRAVEL PATH.
w
4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND
CURB RAMP IS 2%.
c
N
'�a
5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY
�-
1 .110 SLOP
WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS
THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS
r
PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE
(TYPICAL)
(
(TYPICAL) 4' AMP CWIDTH (TYPICAL URFACBOF
TYPICAL AMBULATORY RAMP W/
FLARED WINGS
Il18„
2-3/8'1- _-
(TDPFLARE SIDEFLARE
aaa
�- FACE OF
CURB
TRLri\TCATED DOME PATTERN
CURB RAMP
DETECTABLE WARNING PAVER
PEDESTRIAN FACILITIES
GENERAL NOTES:
0 o
4' 10000 T1 „
SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE
0000
00
W
LANDI
8"
2. LANDINGS SHALL BEA TX T MINIMUM WITH A MAXIMUM
to
TO
2% SLOPE 1N ANY DIRECTION.
alr-5
IE
DETECTABLE WARNING
o
PAVER WITH TRUNCATED
IF,TI'CTARI,F,
4" MAX
DOME SURFACE
WARNING P.4 TTR
AND USUAL
VEHICULAR TRAVEL PATH.
(TDPFLARE SIDEFLARE
aaa
�- FACE OF
CURB
TRLri\TCATED DOME PATTERN
CURB RAMP
DETECTABLE WARNING PAVER
PEDESTRIAN FACILITIES
GENERAL NOTES:
GENERAL NOTES (PAVERS)
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.
NO.3 REBAR AROUND PAVER INSET
DETECTABLE WARNING PAVER WITH
TRUNCATED DOME SURFACE
1" MORTAR BED -SHALL CONFORM TO
APPLICABLE SPECIFICATIONS
CONTROL JOIN PERMISSIBLE
aaa�+�°7�•,a
-77 --- 7
I I MIN. 4"
lR AT-/
ON -CENTER
S CLASS A CONCRETE - SHALL CONFORM
TO APPLICABLE SPECIFICATIONS
SEM01VA A
SW2-03
CITY OF BRYAN
u
The Good Life, Texas .S'41c."
DRAWN BY., C.L.M.
DATE: 08-01-12
u
SCALE: N T S
APPROVED: WI,! P. K.
FIGURE=
i
SHEET 1 OF 1
1. ALL ELOPES ARE MAXIMUM ALLOWARLE- THE LEAST
POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY
SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE
OF APPROACH SIDEWALKS AS DIRECTED.
2. LANDINGS SHALL BEA TX T MINIMUM WITH A MAXIMUM
to
TO
2% SLOPE 1N ANY DIRECTION.
Z
IE
3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS
o
SHALL BE A MINIMUM OF 4' X 4' WHOLLY CONTAINED WITHIN
to
THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL
VEHICULAR TRAVEL PATH.
w
4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND
CURB RAMP IS 2%.
5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY
3
WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS
THE RAMP, EITHER BECAUSE THE ADJACENT SURFACE IS
PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE
I OF
THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED.
.,
OTHERWISE, PROVIDE FLARED SIDES.
ERS
6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION,
DESIGN LIGHT RELECTIVE VALUE AND TEXTURE MAY BE
FOUND iN THE CURRENT EDITION OF THE TEXAS
OF
ACCESSIBILITY STANDARDS (TAS) AND 16 TAC 68.102.
7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN
BE
SHOULD BE A MINIMUM OF 5' WIDE. MEDIANS SHOULD BE
DESIGNED TO PROVIDE ACCESSJBLE PASSAGE OVER OR
THROUGH THEM.
:D
8. CROSSWALK DIMENSIONS CROSSWALK MARKINGS AND
STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE
IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK
MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE
ALIGNED WITH THEORETICAL CROSSWALKS, OR AS
DIRECTED BY THE ENGINEER.
9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN
IN PLACE UNLESS OTHERWISE SHOWN ON THE PLANS.
10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE
CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES
(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
THE ENGINEER.
12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS
CONNECT TO THE STREET.
13. FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG
CURB LINE.
GENERAL NOTES (PAVERS)
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.
NO.3 REBAR AROUND PAVER INSET
DETECTABLE WARNING PAVER WITH
TRUNCATED DOME SURFACE
1" MORTAR BED -SHALL CONFORM TO
APPLICABLE SPECIFICATIONS
CONTROL JOIN PERMISSIBLE
aaa�+�°7�•,a
-77 --- 7
I I MIN. 4"
lR AT-/
ON -CENTER
S CLASS A CONCRETE - SHALL CONFORM
TO APPLICABLE SPECIFICATIONS
SEM01VA A
SW2-03
CITY OF BRYAN
u
The Good Life, Texas .S'41c."
DRAWN BY., C.L.M.
DATE: 08-01-12
u
SCALE: N T S
APPROVED: WI,! P. K.
FIGURE=
i
SHEET 1 OF 1
NORMAL TRAVERSE SLOPE O.D. + 1'-0" _ 6" TYP
MIN. 5'-0"--
31-
EXTENSION _I �=6"TVP.
r
•°'• •; • v •.v . 6- �.— �g= 1 • y 1 — —I❑0011❑r
- ,❑000❑1
0000❑❑
M 10000001
13' RADIUS-- —_ 6 - - - - �o�aa❑�
DEPRESSED —
GUTTER SLOPE 7-7
° 6„ / /i3 R A IU TT�
/ !! / / T NORMAL FACE OF CURB 2'-0" MIN. 2'-6" 28 -DAY CONCRETE
�6 /� SQUARE STRENGTH = 3000 psi
THROA T DETAIL WARP PAVEMENT SURFACE TO THROAT OF INLET -/SEE D4-01 SEE D1-05 PLAN
CURB LINE WHEN 28 -DAY CONCRETE STRENGTH = 3000 psi PIAN LIFT
CONCRETE RECESSED INLET #4 BARS 6" O.C.E.W.
TOP SLAB
GUTTER BARS, 6" O.C.E. A STD. CAST IRON MANHOLE COVER 2" O.C.E.W.
TOP OF CURB BARS
TOP SLAB AND FRAME SIDEWALLS ___[W'TOP SLAB
— —_ — _ _
6" 24„ --- ----- ------- -
3'„6- 1'-3" f 1,_5112,. I 6"TVP. I� O.D. 1
NORMAL GUTTER LINE - i + 6"MIN. i
#4 BARS 12" O-C-E.W. — — t; tt 11 ;!'.:"=.:'I� DEPRESSED GUTTER LINE
SIDEWALLS &BOTTOM EXTENSION == `-_- '
1 1 g - - - - - 8" TVP. B" BOTTOM h•-6" SIDE WALLS
1 INVERT SHAPING SLAB
t ' t CONCRETE FILL A #4 BARS 12" O.C.E.W. BOTTOM SLAB O.C.E.W.
SIDEWA& BOTTOM SEC'I'IONA A (SEE NOTES 1 & 2)
SECTIONA A SECTION B -B ELEVATION (SEE NOTES 1 & 2)
SINGLE RECESSED CURB INLET & CURB INLET W EXTENSION SINGLE GRATE INLET
DI -00 D 1-01
GRATESHALLBE x3/16" 7/16'1
BICYCLE PROOF. A 314" �V _
28 -DAY CONCRETE PEDESTRIAN GRATES .......2„
STRENGTH = 3000 psi SHALL BE INSTALLED - - - - _ z - - - -
--
p - IN SIDEWALK AREA. 1 1 - ( 21"—�;
A {� (� / A t 1 1�---- 24'
�������U��LIU����� - - - - - A �- - - LIF,TVA A
DD DDDo I 28 -DAY CONCRETE E
'i _ - 1 HEINER
DIA4ONAL1 D 1 STRENGTH-3000psi ()
1 (I DDD _ P2(5RRE-ROD A HOLES
FLOW t + 1 MAIN
'E— I LINE - - - - - a \/ 1
-
I-
O.D.+6"
MIN. 3' COVER ANIRON
FRAMENHOLE PLI� (2) 31q"
SQUARE (30" DIA.) A CROS'S,S'ECTION
PLAN 6" TOP SLAB PLAN MINIMUM DISTANCE BETWEEN
TWO PIPES 112" FLAT FACED GOTHIC
O.D. + 6" MIN.18" TO 36" -12" APART w/APPROPRIATE CITY TITLE
_ t
#4 BARS, 12" O.C.E.W. 6" TOP SLAB - - 48" OR LARGER -18" APART OITYOFSRVAN
SIDE WALLS T TOP BARS O.c.E.W. A DONT J� DRAINS TO A
PoutlTF RIVERS
#4 BARS, 12" O.C.E.W. 1 NO ASuRa
SIDE WALLS I
O.D.+6" MIN. 1
LARGE MOUTH BASS LOG
8" BOTTOM WALLS I " f 6" TOP 314" FLAT FACED GOTHIC
O,h, 4.3 O VARIES O SLAB (2) PI -ACES
3" MIN. EACH SIDE k.•-6" SIDE t-8" BOTTOM — — — — — SEE NOTE
WALLS SLAB #4 BARS
•• T T T T T T T 7*4
O.C.E.W.
SF�;TIONAA #4 BARS, 8" O.C.E.W. 8"BOTTOM� SIDEWALLS Ftl TE CITY OFCJLL IONp�NSTO A
BOTTOM SLAB 6" SIDE WALLS BARS, 8"O.C.E.W. SLAB -��i1 6" SIDE WALLS No easusaRIVERS
(SEE NOTES 1 & 2) BOTTOM SLAB(SEE NOTES 1 & 2) BARS 8" O.C.E.W.
SECTIONA A BOTTOM SLAB 1/2„ FLAT FACED GOTHIC
IN STREETS 28 -DAY SECTIONA A (SEE NOTES 1 & 2) w/APPROPRIATE CITY TITLE
STORM SEWER
CONCRETE STRENGTH = 3000 psi DOUBLE BARREL BASS LOGO
JUNCTION BOX GRATE INLET
D 1-02 13 1-03 INLET DI -04 PLATE Dl -05
ELEV AS SHOWN
ON THE PLANS
ARS 9”
1 PER BLOCK p
DISSIPA TOR BLOCKLOCA TION t�-
A4 I Diameter
{DPipe
8" MIN
2' MAX
DISSIPA TOR
BLOCK
spa;�.�'��- - �;�•�1e/
• •
28 -DAY CONCRETE STRENGTH = 3000 psi MINIMUM DISTANCE BETWEEN
TWO PIPES
18" TO 36"-12" APART
48" OR LARGER -18" APART
TYPICAL CONCRETE HEADWALL
&. END WALL WITH WINGS 133-00
STRUCTURAL BACKFILL AREA INCLUDES SELEC7I
W LKS STREETS
ALL PAVED AREAS SIDE
A
ALLEYS, DRIVEWA S AND PARKING AREAS)
AND SHALL EXTENDS' BEYOND THE CURB
GSE
LINE. STRUCTURALBACKFILL SHALL BE
BIC �p
CEMENT STABILIZED (OPTION NO.2 IN W4-02)
F704BARSS
K)l
OR EXCAVATED SOIL COMPACTED TO 98%
MAXIMUM DRY DENSITY AS PER ASTM D698
QtP �Q
Q 1
WITHIN OPTIMUM TO +4°/a WET OF OPTIMUM
qJ
vP 1�
JO
(OPTION NO. 1 IN W4-02)
E
VRS
1 Y2 A
MATCH ILELEtj.
cO
1/3 HEIGHT
f
12"X12" GALV, HWD.
18" TO 36" AS
CLOTH 114" MESH
DESIGNATED
BARS G BARS Bi-Bx
BARS G
147g�!t.
BARS B
BARS
FRONTELEV TION
BARS A WHERE REQUIREDTO MAINTAIN4 MIN,
COVER FOR PIPES. CONCRETE FOR
FOOTING SHALL SE ADDED TO TOTAL
QUANTITfES SHOWN.
12" MIN.
SIDE; F,I,F,VATION
•
28 -DAY CONCRETE
1
1 1
STRENGTH = 3000 psi
28 -DAY CONCRETE STRENGTH = 3000 psi MINIMUM DISTANCE BETWEEN
TWO PIPES
18" TO 36"-12" APART
48" OR LARGER -18" APART
TYPICAL CONCRETE HEADWALL
&. END WALL WITH WINGS 133-00
STRUCTURAL BACKFILL AREA INCLUDES SELEC7I
W LKS STREETS
ALL PAVED AREAS SIDE
A
ALLEYS, DRIVEWA S AND PARKING AREAS)
AND SHALL EXTENDS' BEYOND THE CURB
GSE
LINE. STRUCTURALBACKFILL SHALL BE
BIC �p
CEMENT STABILIZED (OPTION NO.2 IN W4-02)
F704BARSS
K)l
OR EXCAVATED SOIL COMPACTED TO 98%
MAXIMUM DRY DENSITY AS PER ASTM D698
QtP �Q
Q 1
WITHIN OPTIMUM TO +4°/a WET OF OPTIMUM
qJ
vP 1�
JO
(OPTION NO. 1 IN W4-02)
I
3@18 ±,8#3@5181"tx) � 2* IB#3@12 *xj BA#6 E 1 BARS F 1 BA#3 G 1 BARS #4 S IBARS @12"*x I BARS W
CONCRETE HEADWALL FOR 2 PIPES
133-01
ORIGINAL GROUND OR
BOTTOM OF SUB -GRADE
COMPACTED CEMENT STABILIZED
SAND,1-1t23ACK/CY PUGMILL
ONLY . SPADE BY LI S INTO
PLACE TO FILL ALL VOIDS AROUND
PIPE. MANUALLY CONSOLIDATE AT
O k BY ASTM D698 ((STANDARD AT A MOISTURE CONTENT WITHIN •+ n",v. OPTIMUM MOISTURE.
PAVEMENT AREAS AND STREETS TO BE BE REC ONSTRUCTEDNEW STREET AREAS Ua BELL) PE PIP '
� O � THE TRENCH BOTTOM SHALL BE
III GRADED SO AS TO PROVIDE
UNIFORM CONTINOUSE SUPPORT
V�
a/c FOR THE PIPE BARREL BETWEEN
I ;•; • . * PE MUST DESIGN TRENCH DETAIL 8" MIN.l12" MAX. BELL HOLES
T' :: •• ::'!31pE�1VALK_ SITE SPECIFIC FOR HDPE PIPE.
5'HDPE PIPE IS NOT TO BE
I PAVEMENTER PUBLIC STREET
CEMENT STABILIZED SAND AS BEDDING AND TRENCH FOR REINFORCED
STRUCTURAL BACKFILL AREA REQUIMUMWILLALWAYSBE
REQUIRED. CONCRETE PIPE AND BOX CULVERTS
133-02 133-03
THICKNESS AS DESIGNATED
ON PLANS
OR AS DESIGNATED ON PLANS
#3 BARS @ 18" O.C.E.W. j
1'-6„
6" L HEIGHT
VARIES
OTE: \ 1 I—,! , WEEP HOLE
MIN.18" TOE WALL TO BE CONSTRUCTED �. MATCH FLELEV. �� 113 HEIGHT
AT BEGINNING & END OF CONCRETE
DITCH CHANNEL & RIP -RAP SECTIONS.
12"X12" GALV. HWD.
5' 6' S' S' 2„ O I VARIES -I CLOTH 1/4" MESH
— H13 WHEN WITH GRANULAR
H=4' OR MORE MATERIAL
WEEPHOLE DETAIL 28-OAY CONCRETE STRENGTH = 3000 psi
CONCRETE CHANNEL LINING
MINIMUM WIDTH DRAINAGE EASEMENT
15' MIN. 5' MIN.
X11 111
' MAX
1' MIN. 1
MAXIMUM SLOPE
GENERAL NOTES:
1. BASE THICKNESS AND FOUNDATION SHALL BE AS FOLLOWS:
INLET DEPTH (FT.) BASE
ASU
((MERED FROM FLOWLINE THICKNESS
` Y TOFINALGIR
0-12---------- 6„
12 AND OVER-------- 12"
2. DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF
REINFORCING STEEL IN THE BASE.
3. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER
HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY
BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL
GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS
IS PRESENT, BLOCK SOD WILL BE REQUIRED.
4. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED
DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY
CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE
VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS
COMPLETE AND THEN REMOVED BY CONTRACTOR.
THICKNESS
AS DESIGNATED
R5'Di-Dx
TO - " '
F
O.C.E.W. -,e\
ORAS DE5IGNATEO
F704BARSS
K)l
x 201 SLOPES BAR
BAR
E
VRS
1 Y2 A
MATCH ILELEtj.
cO
1/3 HEIGHT
f
12"X12" GALV, HWD.
18" TO 36" AS
CLOTH 114" MESH
DESIGNATED
BARS G BARS Bi-Bx
BARS G
BARS E
BARS B
BARS
FRONTELEV TION
BARS A WHERE REQUIREDTO MAINTAIN4 MIN,
COVER FOR PIPES. CONCRETE FOR
FOOTING SHALL SE ADDED TO TOTAL
QUANTITfES SHOWN.
12" MIN.
SIDE; F,I,F,VATION
28 -DAY CONCRETE
1
1 1
STRENGTH = 3000 psi
BARS F
BARS V
1 '
' BARS C
BAR W
BARS S
BARS E A
B RSB
CONSTRUCTION
JOINT
BARS Ai -Ax P BARS Di -ox Ior
30"
BARS S
BARS AI -Ax
ii_Vx
--------- ---- -
SECTIOAT A A
eaRs G
PLAN VIEW
(MIN. 20LB PIECES) CK
\\
\\
DISSIPATOR BLOCKS TO BE
INSTALLED AS SHOWN IN
DETAIL 133-00
GENERAL NOTES:
O O OO O E
ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4".
O O O OO O
REINFORCING STEEL SHALL BE PLACED WITH THE
CENTER OF THE OUTSIDE LAYER OF BARS 2" FROM
THE SURFACE OF THE CONCRETE. TOTAL QUANTITIES
24 -
INCLUDE ONE 20 DIAMETER LAP FOR ALL BARS OVER
6'-0" IN LENGTH.
3@18 ±,8#3@5181"tx) � 2* IB#3@12 *xj BA#6 E 1 BARS F 1 BA#3 G 1 BARS #4 S IBARS @12"*x I BARS W
CONCRETE HEADWALL FOR 2 PIPES
133-01
ORIGINAL GROUND OR
BOTTOM OF SUB -GRADE
COMPACTED CEMENT STABILIZED
SAND,1-1t23ACK/CY PUGMILL
ONLY . SPADE BY LI S INTO
PLACE TO FILL ALL VOIDS AROUND
PIPE. MANUALLY CONSOLIDATE AT
O k BY ASTM D698 ((STANDARD AT A MOISTURE CONTENT WITHIN •+ n",v. OPTIMUM MOISTURE.
PAVEMENT AREAS AND STREETS TO BE BE REC ONSTRUCTEDNEW STREET AREAS Ua BELL) PE PIP '
� O � THE TRENCH BOTTOM SHALL BE
III GRADED SO AS TO PROVIDE
UNIFORM CONTINOUSE SUPPORT
V�
a/c FOR THE PIPE BARREL BETWEEN
I ;•; • . * PE MUST DESIGN TRENCH DETAIL 8" MIN.l12" MAX. BELL HOLES
T' :: •• ::'!31pE�1VALK_ SITE SPECIFIC FOR HDPE PIPE.
5'HDPE PIPE IS NOT TO BE
I PAVEMENTER PUBLIC STREET
CEMENT STABILIZED SAND AS BEDDING AND TRENCH FOR REINFORCED
STRUCTURAL BACKFILL AREA REQUIMUMWILLALWAYSBE
REQUIRED. CONCRETE PIPE AND BOX CULVERTS
133-02 133-03
THICKNESS AS DESIGNATED
ON PLANS
OR AS DESIGNATED ON PLANS
#3 BARS @ 18" O.C.E.W. j
1'-6„
6" L HEIGHT
VARIES
OTE: \ 1 I—,! , WEEP HOLE
MIN.18" TOE WALL TO BE CONSTRUCTED �. MATCH FLELEV. �� 113 HEIGHT
AT BEGINNING & END OF CONCRETE
DITCH CHANNEL & RIP -RAP SECTIONS.
12"X12" GALV. HWD.
5' 6' S' S' 2„ O I VARIES -I CLOTH 1/4" MESH
— H13 WHEN WITH GRANULAR
H=4' OR MORE MATERIAL
WEEPHOLE DETAIL 28-OAY CONCRETE STRENGTH = 3000 psi
CONCRETE CHANNEL LINING
MINIMUM WIDTH DRAINAGE EASEMENT
15' MIN. 5' MIN.
X11 111
' MAX
1' MIN. 1
MAXIMUM SLOPE
GENERAL NOTES:
1. BASE THICKNESS AND FOUNDATION SHALL BE AS FOLLOWS:
INLET DEPTH (FT.) BASE
ASU
((MERED FROM FLOWLINE THICKNESS
` Y TOFINALGIR
0-12---------- 6„
12 AND OVER-------- 12"
2. DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF
REINFORCING STEEL IN THE BASE.
3. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER
HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY
BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL
GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS
IS PRESENT, BLOCK SOD WILL BE REQUIRED.
4. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED
DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY
CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE
VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS
COMPLETE AND THEN REMOVED BY CONTRACTOR.
THICKNESS
AS DESIGNATED
ON
PLANS
#3 BARS @ 113"
O.C.E.W. -,e\
ORAS DE5IGNATEO
�� "
ON PLANS
E
VRS
1 Y2 A
MATCH ILELEtj.
1 �,l WEEP HOLE
1/3 HEIGHT
f
12"X12" GALV, HWD.
18" TO 36" AS
CLOTH 114" MESH
DESIGNATED
WITH GRANULAR
L
ON PLANS
6" MATERIAL
PEEP HOLE DETAIL
CONCRETE
4' MIN. THICKNESS AS DESIGNATED HANDRAIL
71 PICAL LINED CHANNEL SECTION ON PLANS
BLOCK SOD ORENKAMATW/HYDRO-MULCH #3BARS @18"O.C.E.W. SS�IDEWALK
OR AS DESIGNATED
STANDARD CHANNEL SECTION 8" ` - —
ON PLANS � G� \ �'� 1
WHEN
' OR MORE
28 -DAY CONCRETE
STRENGTH = 3000 psi
'-RA?
132-U l
132-02 -�
8" HEIGHT
VARIES
Y222
#3 BARS @ 12" O.C.E.W. MATCH FLELEV. 1�� ! 28 -DAY CONCRETE
{- r STRENGTH = $000 psi
4 f
1- NOTE:
1�:y; . �,.' 18" TOE DOWN 18" TO 36" AS 18" TOE WALL TO BE CONSTRUCTED
'�' AT BEGINNING & END OF CONCRETE
...', : (ALSO AT FLUME ENDS) DESIGNATED
.a ON PLANS 6"--, DITCH LINING & RIP -RAP SECTIONS.
CONCRETE SIDE I SLOPE PROTECTION
2'-0" 1 l', D2-03
28 -DAY CONCRETE STRENGTH 7-3000 psi
STANDARD FLUME SECTION
EXPANSION JOINTS AT 60' O.C. D2-04
1-1/2" LETTERING
LETTERING STYLE:
BOOKMAN OLD STYLE
RECESSED FLUSH
6" (TYP.)
NOTE:
STORM SEWER LIDS TO BE
USED FOR PUBLIC STORM
SEWER SYSTEMS ONLY.
NOT TO BE USED ON PRIVATE
STORM SEWER SYSTEMS.
1" LETTERING
(RECESSED FLUSH)
(2) PICKBARS
.— 2"_
PLAN VIEW
Lt .nDin
BOTTOM VIEW
COVER FACE
NOTE:
STORM SEWER LIDS TO BE
USED FOR PUBLIC STORM
SEWER SYSTEMS ONLY.
NOT TO BE USED ON PRIVATE
STORM SEWER SYSTEMS.
OFCOVIR
1342-A
BOTTOM TTEW
3-114" DIA
COc�%LLIE
OF S 32-3116" DIA
T
NEOPRENE GASKET
V ® 1-112" LETTERING 7/16"
- LETTERING STYLE:' J' � 30" DIA
BOOKMAN OLD STYLE 2-9N6"
S' Q- RECESSED FLUSH 33-15116" DIA-
0M
IAOM - Se
40-314" DIA
FRAJIF, SECTION
J MACHINED S JRFACE
32" DIA 3-13/16"
2-7/16"
2-7/8" �q
R 1-314" H.R S. ROSLG
COVER SECTION PIC KB, DE T, H,
-9/16"
_F 4-1/2"
5/16"
32 DLI. DUCTILE IRON V-1432--3
134
26-318" DIA 2) 1" HOLES
4
24-1/ "DIA
80 APART
1" LETTERING 22-118" DIA
(RECESSED FLUSH) 2"
p 5"
COLTR FACE
1" LETTERING
LETTERING STYLE:
BOOKMAN OLD STYLE
(RECESSED FLUSH)
!. 25-7/8"-)
31-7/8"
FRAMESECTION
BEARING SURFACE 1-318"
—14 1 —1-1/4"
PICK HOLE DETAIL
TANDARD MANHOLE RING AND
9./." DIA '',T)TTP77T.F MOAT V_ LZMA
0
CITY OF BRYAN
The Good Life, Teri,r ,Style:
DRAWN BY: C. L. M.
DATE: 08-01-12
SCALE: N T S'l
APPROVED:
W. P. K.
FIGURE=
SHEET 110F 1
STATE HIGHWAY 40
(WILLIAM D. FITCH PARKWAY)
VARIABLE WIDTH R.O.W.
VOL. 4677/PG. 19 \
_.-------- —/—
L �` t', --------4r
_--------.-- — �� � _ __ —
c T
100 50 0 100
I
Q O LIBERTY SHOPS AT — — — I SCALE IN FEET
GUARANTY BOND BANK j / \_ CAPROCK, LLC.
GREENS PRAIRIE CENTER ( j J I — GRELOT ENS PRABLOCK 5
IRIE CENTER \ f
Q q CJ' PHASE 1, BLOCK 2, LOT 1R \
1
ZONEDGC1 / '� ` / \ I \ — \ PHASE 2A I
1.62 ACRES \ \
ZONED GC
11660/140
\ \ \
Fk�
I/ BRAZOS TEXAS LAND
DEVELOPMENT, LLC. (� / /'/•
MILES CO TRUCTIO4 & E%ELOPMENT LP _
i GREENS PRAIRIE //ENTER \ LOT 14R, BLOCK 5
\ `\ GREENS PRAIRIE CENTER I, �-
%
PHA�E BLOCK 2, 2R ( � I' \ PHASE 2A\ 4.127ACRES ,.47 ACRESJ ZONED GC ZONED GC
I
I
11660/140
Ed
LOT 1A -R
BLOCK 3
�\ a ''% \ \ / / / / 16285 ACRS I .
/ ' r /1I �t / I ( BRAZOS TEXAS LAND I
I BRAZOS TEXAS LAND /i / BRAZOS TEXAS LAND DEVELOPMENT, LLC. I I ADZNO, I.I.C.
DEVELOPMENT, LLC. I/ DEVELOPMENT, LLC. I LOT 10R, BLOCK 5 I LOT 9R', BLOCK 5LOT LOT \
GREENS PRAIRIE BLOCK 5/ �fi� \I� LOT11R,
PRAIRIE ( ( CENTER PHASE K 5 GREENS 12A I tGREECENTER PHASE PRAIRIE2A �!f (( I I I / BL 5
CENTER PHASE 2A Y 4 '� CENTER PHASE 2A 0.54 ACRES I �) I � 1 ACRES
' I I
0.61 ACRES / I 0.65 ACRES rl ( ZED GC t ZONED GCZONED
I /ZONED GC , I I I ZONED GC\1/2
` — — — J_
-- I
\ , V.)CK 3 L
Ii �
35
REYNA & RICARDO
COMMON
E2 A, DAVILA
BRAZOS TEXAS LAND BLOCK JM ERDNER, LP. LOT
' I
/ I
8R, BLOCK 5
DEVELOPMENT, LLC. I , III GREENS PRAIRIE LOT 12R, BLOCK 5 I / GREENS PRAIRIE I I Q t Il
LOT 3R, BLOCK 5 (II I I S CENTER PHASE 2A III GREENS PRAIRIE J CENTER PHASE 2A I f�
GREENS PRAIRIE 1 \ III 0.6D ACRESCENTER PHASE 2A ' I 0.59 ACRES
CENTER PHASE 2A ' , ZONED GC III 0.59 ACRES ZONED GC
\ �\ 0.69 ZONED GC ZONED GC
%'
BRAZOS TEXAS LAND
i I \ DEVELOPMENT, LLC.
BRAZOS TEXAS LAND •, \ / / / I '
-� •�' � � LOT 7R, BLOCK 5
\ i DEVELOPMENT, LLC. ..� GREENS PRAIRIE
LOT 4R, BLOCK 5
CENTER PHASE 2A
\ GREENS PRAIRIE / / 0.59 ACRES
\ \ CENTER PHASE 2A ZONED GC--�_V '—�-
0.59 ACRES BRAZOS TEXAS LAND �,
ZONED GC ` DEVELOPMENT, LLC. �= v' I % J'' i \ /
\ ' LOT 6R, BLOCK 5 \ -0 1p*
\ BRAZOS TEXAS LAND GREENS PRAIRIE //� /�//// / /
I \ \ DEVELOPMENT, LLC. / — y i -
\ \ CENTER PHASE 2A
\ \ _ LOT 5R, BLOCK 5ACRES
GREENS PRAIRIE ZONED GC-
\\ CENTER PHASE 2A
\
0.72 ACRES
ZONED GC
101
0.17
EXISTING POND
111111
XLar 1R
r / ,
/BLOCK 5/11;2
op-
Po 17
SchulTz Engineering, LLu#-%
2730 Longmire, Suite A
g
College Station, Texas 77845
979.764.3900 TBPE NO. 12327
SURVEYED DESIGNED I DRAWN APPROVED JOB NO. DATE
KERR DLD I DLD JPS 15-375 APRIL 2015
CAPROCK CROSSING
PUBLIC WAY EXTENSION
GREENS PRAIRIE CENTER PHASE 2A. LOTS 1R & 15R
CAPROCK CROSSING LOT IA -R, BLOCK 3
COLLEGE STATION, TX
PRE-DEVELOPME
FtRAINAGE Afk) - uv__ J A
SCALE
VERTICAL "N/A t
HORIZONTAL 1 —100
PLOTTING SCALE: 1:1
FILE NAME: 15-375
STATE HIGHWAY 40
(WILLIAM D. FITCH PARKWAY)
VARIABLE WIDTH R.O.W.
VOL. 4677/PG. 19
GUARAJBA�K J \
GREENS
PHASE 1
1RE
75 / \
� r
\1MILES C GtfSEENS PRAIRIE CECT �MENT LP \
PHAE 1.1 27 BLOCK RES
2R \ \
\ / / AC
I / / - - '- ZONED GC I
; It 11 j
IOW
BRAZOS TEXAS LAND
DEVELOPMENT, LLC.
LOT 2R, BLOCK 5
GREENS PRAIRIE
CENTER PHASE 2A
0.61 ACRES / I
ZONED GC
r BRAZOS TEXAS LAND I
DEVELOPMENT, LLC.
LOT 3R, BLOCK 5
GREENS PRAIRIE
CENTER PHASE 2A
0.69 ACRES y \
ZONED GCI
\ II I
— — — — — — — — — — — — —
' LIBERTY SHOPS Al ,- N
CAPROCK, LLC. %
LOT 13R, BLOCK 5 kt GREENS PRAIRIE CENTER j \�
PHASE 2A
1.62 ACRES
ZONED GC �I
11660/140
S
BRAZOS TEXAS LAND
DEVELOPMENT, LLC \ ✓ / ';'a
LOT 14R, BLOCK 5 I / .%/n • :.._; :f
GREENS PRAIRIE CENTER \
I C PHASE 2A
1 / \ ' I . - " •% "'.+� .
.47 ACRES } \ I ...
' ZONED GC 00pVl
r/
11660/140 �- '..: • -.. -.•, - /
cf.. .. \ r � '�' ."t kms'; � �` \ \ 1 „'� "`. •"� \ /
,E:- k. r . k:•w,. "4'x;4'^ - -:.%.r,,.=rs: ---' \ /
•«:. m dais
BRAZOS TEXAS LAND
BRAZOS TEXAS LAND
DEVELOPMENT, LLC. I DEVELOPMENT, LLC. , B LLC.
LOT 11R, BLOCK 5 LOT 10R, BLOCK 5 LOTT 99RR, BLOCK 5
( I GREENS PRAIRIE GREENS PRAIRIE
GREENS PRAIRIE
+
1 CENTER PHASE 2A CENTER PHASE 2A CENTER PHASE 2A
0.65 ACRES /I I 0.54 ACRES 0.54 ACRES ri`i
` ZONED GC ZONED GC ZONED GC b�I •< y \ , r
201
7.61
i
} / CO= `=�\\�� ` REYNA & RICARDO + i \ e i \ LOT / e / e LOT 2
OMMON AREA 2-A, 1 I DAVILA I t`` �" I BLOCK 5 ` BLOCK 3
BLOCK 5 1111 JM ERDNER, LP. I I LOT BR BLOCK 5 t i� I I +% \ \ LM ACF1E8 /
I , ('I GREENS PRAIRIE LOT 12R, BLOCK 5 I / GREENS PRAIRIE f ' I� — / / 0.147 ACFM
{' I CENTER PHASE 2A 111 GREENS PRAIRIE , CENTER PHASE 2A , % — `` / / 1100335
DC GC 111 CENTER PHASE 2A , I 0.59 ACRES f J - �"
\ 0.59 ACRES ZONED GC ► i% \ L _ ( / / / I
VA �� 1111 ZONED GC / _I t✓� j / — —
+
BRAZOS TEXAS LAND
\ 1 DEVELOPMENT, LLC. '
BRAZOS TEXAS LAND LOT 7R, BLOCK 5
\ DEVELOPMENT, LLC. J — � ,.: • /
LOT 4R, BLOCK 5 _ CENTER PHASE PRAIRIEGREENS 2A
GREENS PRAIRIE /
CENTER PHASE 2A / ACRES
0.59 ZONED G
0.59 ACRES BRAZOS TEXAS LAND
\ ZONED GC DEVELOPMENT, LLC.0
It��� LOT 6R. BLOCK 5 j - jI I I I \' I / 4' �.
BRAZOS TEXAS LAND GREENS
DEVELOPMENT, LLC.
CENTER PHASE 2A -
LOT 5R / B _
LOCK 5
GREENS PRAIRIE - 0.57 ACRES
CENTER PHASE 2A _ ZONED GC
0.72 ACRES
ZONED GC
i\
100 50 0 100
SCALE IN FEET
.,11111 \ \ jl ��l 1 I / r 1 202
EXISTING POND 11 jI'}� 1 I I I / - a 12.5
O�dC�S
j 4f
Irl
#�% IN
%jL--%;hultz Engineering,
2730 Longmire, Suite A
College Station, Texas 77845
979.764.3900 TBPE N0, 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR DLD DLD JPS 15-375 APRIL 2015
100 YR PLUGGED
20' W.S. ELEV.=302.52'
4 4 TOP OF POND 305.00'
ELEV.=302.50'
POND OVERFLOW SPILLWAY DETAIL
N.T.S.
—''VARIE�_ OVERFLOW SPILLWAY CREST
/ -ELEV.-302.50'
TOP OF BERM
ELEV=305.00'
�- VARIES EXISTING
GROUND
\
�V;,//
POND
\ TIE�IN
BOTTOM \\ 17
/\ / \
TYPICAL POND BERM DETAIL
N.T.S.
60 LF OF -- —
15* HDPE 24' HDPE
0.50% INV. ELEV.=299.75'
24' HDPE
INV. ELEV.=300'
POND OUTLET SECTION DETAIL
N.T.S.
/ BRAZOS TEXAS LAND
DEVELOPMENT, LLC.
LOT 7R, BLOCK 5
GREENS PRAIRIE CENTER / / ` \\ �—• --`..
PHASE 2A \
/ \
/
\
0.59�L
ACRES
'I.
ZONED GC / \ /ice_... z�" --•• � \ \ \\ \ '\ — .,_._ — --. _' — •_,_ — —
I
I \ 1 1
1 I 00"
30 15 0__j0 \� \ \ I
SCALE IN FEET / I / I` \ \� _ — / / \ \\\\ \ \ \ I I 50
/ APUBLIC
CCESS
/
LOT 1 R, BLOCK 5 / // I I EASEMENT
PHASE 2A PLAT / // / 1 / \ I 11019/281
GREENS PRAIRIE
10' PUE / / //% 11.725 ACRES,----,////,//
11660/140
-- h
/ 30' PUE
/X 8460/1
-. '•' / —/ /r'_"-... ..".-_-- // /.., ems_ �. / /\ 1 - .'/ // / / r. (I \ \ .'� X_ -�
—
77
It
It
It
r I
EXISTING POND �illl
z
424
NV. HDPE
ELLEN =300.00'
ROCK RIPRAP
—— -------------_ _—_--_—
l \\ /
_ -- __------------------ -- `' ��\�\\ �� — — —
/\__..----- ---_ - 60 LF F S 24' HDPE / --
/ 15` HDPE II INV. ELEV.=299.75' /
--
RIAP/ T
40FO,/
/
1 0
J / /
CAPROCK CROSSING
PUBLIC WAY EXTENSION
GREENS PRAIRIE CENTER PHASE 2A. LOTS 1R & 15R
CAPROCK CROSSING LOT IA—R, BLOCK 3
COLLEGE STATION, TX
POST-DEVELOPME
DRAIN -AGE AREA Tv
rr
SCALE
VERTICAL N/A
HORIZONTAL 1"=100'
PLOTTING SCALE: 1:1
FILE NAME: 15-375
EXHIBIT
0
LOT 1A -R
BLOCK 3
IBM Aesm
cf.. .. \ r � '�' ."t kms'; � �` \ \ 1 „'� "`. •"� \ /
,E:- k. r . k:•w,. "4'x;4'^ - -:.%.r,,.=rs: ---' \ /
•«:. m dais
BRAZOS TEXAS LAND
BRAZOS TEXAS LAND
DEVELOPMENT, LLC. I DEVELOPMENT, LLC. , B LLC.
LOT 11R, BLOCK 5 LOT 10R, BLOCK 5 LOTT 99RR, BLOCK 5
( I GREENS PRAIRIE GREENS PRAIRIE
GREENS PRAIRIE
+
1 CENTER PHASE 2A CENTER PHASE 2A CENTER PHASE 2A
0.65 ACRES /I I 0.54 ACRES 0.54 ACRES ri`i
` ZONED GC ZONED GC ZONED GC b�I •< y \ , r
201
7.61
i
} / CO= `=�\\�� ` REYNA & RICARDO + i \ e i \ LOT / e / e LOT 2
OMMON AREA 2-A, 1 I DAVILA I t`` �" I BLOCK 5 ` BLOCK 3
BLOCK 5 1111 JM ERDNER, LP. I I LOT BR BLOCK 5 t i� I I +% \ \ LM ACF1E8 /
I , ('I GREENS PRAIRIE LOT 12R, BLOCK 5 I / GREENS PRAIRIE f ' I� — / / 0.147 ACFM
{' I CENTER PHASE 2A 111 GREENS PRAIRIE , CENTER PHASE 2A , % — `` / / 1100335
DC GC 111 CENTER PHASE 2A , I 0.59 ACRES f J - �"
\ 0.59 ACRES ZONED GC ► i% \ L _ ( / / / I
VA �� 1111 ZONED GC / _I t✓� j / — —
+
BRAZOS TEXAS LAND
\ 1 DEVELOPMENT, LLC. '
BRAZOS TEXAS LAND LOT 7R, BLOCK 5
\ DEVELOPMENT, LLC. J — � ,.: • /
LOT 4R, BLOCK 5 _ CENTER PHASE PRAIRIEGREENS 2A
GREENS PRAIRIE /
CENTER PHASE 2A / ACRES
0.59 ZONED G
0.59 ACRES BRAZOS TEXAS LAND
\ ZONED GC DEVELOPMENT, LLC.0
It��� LOT 6R. BLOCK 5 j - jI I I I \' I / 4' �.
BRAZOS TEXAS LAND GREENS
DEVELOPMENT, LLC.
CENTER PHASE 2A -
LOT 5R / B _
LOCK 5
GREENS PRAIRIE - 0.57 ACRES
CENTER PHASE 2A _ ZONED GC
0.72 ACRES
ZONED GC
i\
100 50 0 100
SCALE IN FEET
.,11111 \ \ jl ��l 1 I / r 1 202
EXISTING POND 11 jI'}� 1 I I I / - a 12.5
O�dC�S
j 4f
Irl
#�% IN
%jL--%;hultz Engineering,
2730 Longmire, Suite A
College Station, Texas 77845
979.764.3900 TBPE N0, 12327
SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE
KERR DLD DLD JPS 15-375 APRIL 2015
100 YR PLUGGED
20' W.S. ELEV.=302.52'
4 4 TOP OF POND 305.00'
ELEV.=302.50'
POND OVERFLOW SPILLWAY DETAIL
N.T.S.
—''VARIE�_ OVERFLOW SPILLWAY CREST
/ -ELEV.-302.50'
TOP OF BERM
ELEV=305.00'
�- VARIES EXISTING
GROUND
\
�V;,//
POND
\ TIE�IN
BOTTOM \\ 17
/\ / \
TYPICAL POND BERM DETAIL
N.T.S.
60 LF OF -- —
15* HDPE 24' HDPE
0.50% INV. ELEV.=299.75'
24' HDPE
INV. ELEV.=300'
POND OUTLET SECTION DETAIL
N.T.S.
/ BRAZOS TEXAS LAND
DEVELOPMENT, LLC.
LOT 7R, BLOCK 5
GREENS PRAIRIE CENTER / / ` \\ �—• --`..
PHASE 2A \
/ \
/
\
0.59�L
ACRES
'I.
ZONED GC / \ /ice_... z�" --•• � \ \ \\ \ '\ — .,_._ — --. _' — •_,_ — —
I
I \ 1 1
1 I 00"
30 15 0__j0 \� \ \ I
SCALE IN FEET / I / I` \ \� _ — / / \ \\\\ \ \ \ I I 50
/ APUBLIC
CCESS
/
LOT 1 R, BLOCK 5 / // I I EASEMENT
PHASE 2A PLAT / // / 1 / \ I 11019/281
GREENS PRAIRIE
10' PUE / / //% 11.725 ACRES,----,////,//
11660/140
-- h
/ 30' PUE
/X 8460/1
-. '•' / —/ /r'_"-... ..".-_-- // /.., ems_ �. / /\ 1 - .'/ // / / r. (I \ \ .'� X_ -�
—
77
It
It
It
r I
EXISTING POND �illl
z
424
NV. HDPE
ELLEN =300.00'
ROCK RIPRAP
—— -------------_ _—_--_—
l \\ /
_ -- __------------------ -- `' ��\�\\ �� — — —
/\__..----- ---_ - 60 LF F S 24' HDPE / --
/ 15` HDPE II INV. ELEV.=299.75' /
--
RIAP/ T
40FO,/
/
1 0
J / /
CAPROCK CROSSING
PUBLIC WAY EXTENSION
GREENS PRAIRIE CENTER PHASE 2A. LOTS 1R & 15R
CAPROCK CROSSING LOT IA—R, BLOCK 3
COLLEGE STATION, TX
POST-DEVELOPME
DRAIN -AGE AREA Tv
rr
SCALE
VERTICAL N/A
HORIZONTAL 1"=100'
PLOTTING SCALE: 1:1
FILE NAME: 15-375
EXHIBIT
0
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J REQUIRED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER
EROSION CONTROL MEASURES (DIVERSION BERMS, DRAINAGE STRUCTURES, SWALES, ADDITIONAL
FENCING, ETC) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND DEVELOPMENTS FROM
DAMAGE OF ANY KIND, DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION.
N 3. ALL SEDIMENT TRAPPING DEVICES SWILL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA
P n HAS BEEN DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN SEDIMENT
\ / } PUBLIC J / LEVEL REACHES 25% CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR
I/
`j HAULING AWAY IF NOT SUITABLE FOR FILL.
ACCES
kXISTING 1 EASEMENT / � / \ foo 4. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION
MFECTRICAL LINE �/ WORK.
�. > • �.� , / I \ ( 11019/281
5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO
SILT FENCE MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE
30 150 INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY.
30' PUFI \ 6. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SDIM
) �' SCALE IN FEET CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL
8460/1 M �..� `��\ ' EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE
' o ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT.
EXISTING`8" �-- 7. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED.
SEWER LINE ">� / / "' \ EXISTING 8" / �° j ` / / S. INLET' PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO TH
SEWER LINE E
a• '' ..y I i� / ( ` / PROJECT SITE. a�
9. CONSTRUCTION EXIT IS TO BE DRESSED WITH ADDITIONAL ROCK AS NEEDED AND MAINTAINED SO
AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS.
TBM 1 10. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY
D
4 CONSTRUCTION SHALL BE ADEQUATELY HYDROMULCHOR BLOCK SODDED, AND WATERED UN1TL
o \ \ GROWTH IS ESTABLISHED. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL
v ° ' l / \ /-I �/ �b '` \\ \ ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN
EXISTING �� 5� �- ROCK \ REMOVED BY CONTRACTOR.
\ ° P FIRE HYDRANT f ` �-- - _�- RIPRAP
PROPOSED 12" 303 / �� 1-
\�/ �� _
BLACK
BACKGROUND
WATER LINE
VARIABLE ( / Ilb41
WIDTH
I
PRIVATE 1 OT 15R, BLOCK 5 / SILT FENCE
n . - UTILITY \ / / j / \�
EASEMENT / ILT FENCE / _--- / \ _ \
:HASE 2A PLAT �-- 1�'
11574/127 REMOVE EXISTING \ T
EENS PRAIRIE / \ / / j`�4 \ \\ \' f --306
y ONCRETE SET CENTER .�" //� \ / /
/ \ ` \ '� --- _�.. ___---Sas— � � PROPOSED 15" HDPE
AND CONNECT TO ACRES _-- / �/ �/ / �j /� \ \ \sos-ao4 / ,/� ,yo ,,STORM\ SEWER
{ r
¢' EXI NG STORM \ \ \ -- -'
:503--
4.02
/ \ -- —
SE", 30 PUE/� �/ sos\ \ ' \\ \\ % /�''� 302 oo \\ \
�� I ^w • r i f j T P�P r '.# i o .. s• 'I '` '� \/ /�� / / /`��� // I +```\\ �o<y�\\\\>\ (j`�'� '/��j �''/ /// �� 300 --� /''� '
\
\ \
RED 12" 50• PRIVATE 8460/1 REFLECTORS WATER LINE / RO
LANDSCAPE RIPRAP (APPROX.)
EASEMENT /
EXISTING 8"11660/140
31 \ \\
? -8 R LINE s0�� I
., 31 �--� ---" -`,� S--'8• 5--� — 3� - ` , \ M ' I , \
309 3013 S -8 _ ` M \ BENCHMARK INFORMATION
_ _I i�
...ROCK
3os _ LOT 1 R, BLOCK 5 SILT FENCE , \ TBIM 1 N: 10188652.1452
PHASE 2 PLAT RIPRAP / I I
P
7 z e �. b 9 . �• > • 04 g F<- —S T --�6 i� �' \ GALVANIZED
�-- �
� A
° ST ST ' , ` � � I M E: 3577943.2252
4:° � �� . •�.'. I S s •` ._ �' GREENS PRAIRIE � � I � I El :312.440 STEEL Posr
A•
P I
3 _ > r I
(WATER VALVE 11.725 ACRES j \
'-• H' ` ' ° °' ' ° e is t, a' � ° a "' _�- --+_ _-- -_ '�"�. _,._- a6 / � )
3 _ --- -PROPOSED 12" a
r0 PUBLIC WAY Ln N / -- ' l I
@ END OF ` f
o WATER LINE 1 / { i
PROPOSED STO M 3�0 10 PUE �� ROAD SIGNS I I \
' ? _ 50 PU ACCESS EASEMENT - 2� PAVEMENT LINE g cam'(
b•. n- Lel...,]- 1 \
N
\ I ( END OF STREET SIGN DETAIL:
1 / I
_• 1y
,P
MUTCD OM - 2
r b.
N.T.S.
•=�
MT '' PROPOSED T��M jl SEWER LINE
5' SIDEWALK 10
i
PUE
1 ` �I °• �.; a �. / / 4011660/1
VICINITYMA"D
D
N W
EXISTING POND
ADZANO, LLC.
a e LOT 9R. BLOCK 5 N 15 PUE t y \
a.
GREEN \ 1 I M i
I °° • '. n l { ��V - PHASE IE CENTER 1 1 66 0/1 40
0.54 ACRES
LdZONED GC00
'
{ ��1 \V�1 J / b:eP: P .P �:g��p' o: ' a.. .R,P.��•.a'' 'a I .'? w= 1I1 w� .3^
/y, ' D. , s...• . e e `Dn Vy 1 ' '_ _. GREENS PRAIRIE CENTER ' 3 13
LOT 8R, BLOCK 5REYNA & RICARDO DAVILA
Q
CASTLE ROCK
SUBDiViSiON
0.59 ACRES 312
ZONED GC '/4� '
EXISTING STORM , BRAZOS TEXAS LAND \ `^ o\ \ \ , / / / \ n o ��,� TOWER POW
�a 00 = { SEWER LINE DEVELOPMENT, LLC.
LOT 7R, BLOCK 5 \ \\ o o I i PROJECT
N w • ,
GREENSPHASE PRAIRIE CENTER f r� •� a
1 { \ 0 0.59 ACRES \ vii �� LOCATION
ZONED GC t'
30 PUE
�{� I
_--PROPOSED----,
8460/1 / SEWER LINE
/ I I '� � ° � to ' � o \ \ � � � \ \ `, " \� •r'-" '"—'h0 -""'_ -� ._._._ / / / �% / � 'i
_ _ J
U'
I N\ I :e R t° •° -� , \ \ j p3� --30304
X306-- _ ✓ o/ O h� y
/ G•:r... ° _ t_ I ' ci 3p8\ \ \ 1 1 tY---
1 �{. o
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I
>�a 8, \
� \
lo
NOT TO SCALE
0 PUE \ J `jos
I / Q 'P` Po..o' • . o \ • > \ \ \ ` \ 1660/140 f
:b$
1 _ M
-------- \l \
.__ \
CAPROCK CROSSING,
01
.I \ \ PUBLIC WAY EXTENSION
Go
N P. JM ERDNER, LP. kos \ Zl �,� \ BRAZOS TEXAS LAND DEVELOPMENT, LLC. 10 P(,t' `- TOTAL AREA — 0.45 ACRES
i I L7 nl' BRA205 TEAT ORDBLOCK
L 5PMENT, LLC. ' �' GREENS PRAIRIELOT R�CENTER PHASE 2A \ \� \ .; \ GREENS PRAIRIE LOT �CENTER PHASE 2A BLOCK 5 11660/1 0
BLOCK 5
GREENS PRAIRIE CENTER PHASE 2A ' \ ` f \ \ GREENS PRAIRIE CENTER PHASE 2A
0.54 ACRES Uri ZONED GC a / ZONED GCS /
ZONED GC V \ COMMON AREA 5
AUGUS US BABAIE SURVEY, A-75
1/4"R t5" 2"X4 WIRE MESH (OPTIONAL) SEDIMENT CONTROL FABRIC y r
24" » s" MIN. DEPTH STONE VARIES* GOLL EGE STATION, BRAZOS COUNTY TEXAS
STEEL REINFORCING BARS * FASTENED TO T -POST OR FASTENED SECURELY TO " J/ `, G ,`£ (ASTM D446. 3" TO 100•
3 3"R CONCRETE PAVEMENT WOODEN STAKE T -POST OR WITH OPTIONAL WIRE TAKE 5" DIAMETER) OVER 5� SO
3"R 1" / GRAVEL BAG > pVT
Ir GEOTEXITLE FABRIC
WITH SAME U E ff f
4"R ® GRAVEL BAG �� FOOTAGE. SCALE: 1 -30 APRIL 2015
k � S SQ AR
METAL T -POST OR WOODEN 8" OF FILTER FABRIC TO 4`/ �7
{f3
» » 5
STAKE AS REQUIRED TO MAINTAIN. EXTEND INTO A TRENCH er r 1 _.
�0/.// . // / IXxx/ //// / r. /! / / r. /// SPACED 6 APART AND BE ANCHORED WITH '�(y /y + , t f ' i I I;MH
r, � P,11'
' a" EXISTING STREET OWNER DEVELOPER : SURVEYOR:
'F
» » 3" 2" COMPACTED BACKFILL
33
� uk x �_ r r n�.sr„ s BRAZOS TEXAS LAND BRAD KERR, RPLS NO. 4502
2
\-6' LIME STABILIZED SUBGRADE NATURAL GROUND p1CTtON OF FI'OW �' - rj
i - / • Y NOTE DEVELOPMENT, LLC. KERR SURVEYING, LLC
, �'- `` - `� -` "~ DRESS WITH ADDITIONAL STONE
NOTES:
1. ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE.
2. EXPANSION JOINTS IN CUB & GUTTER SHALL BE SPACED A 0 = #4 BARS
MAXIMUM 40' AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S. 0 = 3/4" X 18" SMOOTH
CONTRACTION JOINTS IN CURB AND GUTTER SHALL BE EXPANSION DOWELS
SPACED AT A MAXIMUM DISTANCE OF 10'.
TYPICAL CURB DETAIL
N.T.S.
(EXTENDS 2 OUTSIDE THE EDGE OF PAVEMENT)
* X=5', 6" OR 8" AS SHOWN ON THE PAVEMENT PLAN
(28 DAY STRENGTH - 3500 PSI)
* 5" PAVEMENT - USE #4 REBAR ® 18" O.C.E.W.
* 6" PAVEMENT - USE #4 REBAR a 18" O.C.E.W.
* 8" PAVEMENT - USE #5 RESAR A 12" O.C.E.W.
TYPICAL CONCRETE PAVING SECTION DETAIL
N.T.S.
—I f !—�
_�_i = ,—i 11 _ . — , — �, 6" C/0 CAPROCK TEXAS 9 N. TEXAS AVENUE
4 NOTE, ,, 4 MIN. AS NEEDED. STONE IS TO BE
MAINTAINED SO AS TO PREVENT 2809 EARL RUDDER FREEWAY S. BRYAN, TX 77803
i 1 - -i FROM TRACKING MUD ONTO COLLEGE STATION, TX 77845 (979) 268-3195
r �� ALLOW 2.5' TO 5' AT TOE TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT LADEN RUNOFF. THE PROTECTION �///r// ,/� ADJACENT PUBLIC STREETS. )
4"X4" MIN. TRENCH 4" OF SLOPE FOR SEDIMENT ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN IN
OF CATCH BASIN. GRAVEL BAGS SHALL BE UV f f� GEOTEXTILE (9�/9 307-0321
-� 20" TO ACCUMULATE ALIGN RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF f I FABRIC * MINIMUM 12' SHALL BE
FENCE ALONG SLOPE DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. / / AEFULL WIDTH NTRANCE OF SITE ENGINEER.
CONTOURS.
*GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. SECTION A -A suBGRADE SCHULTZ ENGINEERING. LLC.
PO BOX 11995
SILT FENCE ASSEMBLY DETAIL STORM DRAIN INLET PROTECTION DETAIL CONSTRUCTION EXIT SILT CONTROL DETAIL COLLEGE STATION, TX 77842
N.T.S. N.T.S. N.T.S. (979)764-3900
THIS DOCUMENT IS
RELEASED FOR THE
PURPOSE OF REVIEW ONLY
UNDER THE AUTHORITY OF
DEVEN L DOYEN P.E.,
LICENSE NO. 109835,
ON APRIL 6, 2015.
R IS NOT TO BE USED FOR
BIDDING OR CONSTRUCTION
PURPOSES.
CAPROCK CROSSING
PUBLIC WAY EXTENSION
GREENS PRAIRIE CENTER PHASE 2A. LOTS 1R & 15R
CAPROCK CROSSING LOT IA -R, BLOCK 3
COLLEGE STATION, TX
SCALE
VERTICAL N/A
HORIZONTAL 111=30'
PLOTTING SCALE: 1:1
FILE NAME: 15-375
SHEET
C�