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I , i�.; :1 Z I I � � � � I 1 8. Ail roof and ground-mounte mechanical equipment shall be screened from view or . . . , : :
Ex. Tree , � 130 / " " * � : :
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- " �� - '1 � 1� � CONTROL DEVICES (TYPE R7
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n I I , � 3 "" -, W . � 9. : Bicycle Racks shall be Model li underbolt TB5-E-P, as manufactured by Creative Pipe. � I :
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<4 � , .� '�M 11- �'S 5j,"11,11 I. ` cn _ 0 1 FOGUING * � :
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I ,. : I 1:� 118 Riser Room - + I I I . . . . !I � :
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.LA '. �J 11',"`?�Iw \ \ 1, " Ex. FDC ove 6 SY Concrete -ioll-11-1-- � , 10. See Site Civil drawings I . I : : .
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1"'FE, 0,41E 4 �� 06 W Ex. Sl lk . I I 11. The e 3portment� Connection (FDC) will serve both the existing building
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IM_Ii, I �`§7 � �r, I . . 12. Stormwater detention for this � . . :1 : :
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- '. �y,�,��, - I - -1111- - � I site has been provided on-site. , . � : .
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., ,� gt_�, 5 1 . - roof and ground mounted mechanical equipment shall be screened from view or* .
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I , I I � 'ble from any public right-of-way. or residential district a
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I , �,z*� -r,;j�",,-Zg� - - - 11 � . I � I � - � within 150' of the subject � lot, measured from a point- 5 above grade. Such . . : :
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'I � 1--1.1-1.11.1111,11- _t1 W I I I . SIGN . .
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� - �W; , I � . � - LU I I � � screening shall be coordinatei with the building architecture and scale to .maintain- a � I . � ; �
il ATARZ , , *1
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ZITF,11�1 1?01 I Roll Away Dumpster Pad I J � I
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. . . .IF,' , - - _.,,,,,.,,.f.�rO��111.� , 4" Con.rete Slab w/ I � . . I . � � : ;
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"'�'.'�_l 1�4___' -, P41 R�` , I PENALTY . I
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" ,� _.r R", X a �_T P � I LU KGROUND � . I -i I � . . :
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-g "a #3 Bars 018" O.C.E.W. - / C� � 14. All Fire Lanes shall be d signated by , painting the curbs. Fire Lanes� t * be I
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" _ tig.:V'11-_4" �t' - � � � PARKING I I . . . . I I :
?1W , , \ -I' . � I SIGN . . I --- I : . :
I . Apparatus Turning Radius Template" and have a fire lone � � :1
- "' ift', . ..... IINK I A - I � "Fire A .
.1 . 21 '1� � �"Mi ,�,Z ,k%� i -- 107 (See Architect-iral Drawings) 25' B S.L. 'r I .. i --IT I � I I
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��ic�, a% ';�111 C) --111 --- .F � . . TEXAS MANUAL ON UNIFORM TRAFFIC' .
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-,111M, __ 119 ". tt2 110, I sign at the entrance. The curbs shall be pointed red with four inch (4") white
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11 I - - 4 I _1:L\A - - - I � CONTROL DEVICES -8) lettering stating "No Parking JFire Lane Tow Away Zone" Wording may not be spaced. .1 .
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k- ""%'o .2 - - -_ - - \_ - - - - - - - - _0-e__:� - - .(R7 !
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I I I //, \ I I I . � � more than fifteen feet (16) qpart. . . � . � . . a ; I
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�i� .. -,A-�415:,'�,'ffl. !, 15' P.U.E.-< I \ _� � FO, I � I E . . 2-3/8"O GALV.--,--' I I I i� 7 :
'��N16_�, �M,I�R � . Ex. Fire Hydrant 15. Existing irrigation system shall be used. . � I
I 1�1� - . , " ,J,0" . I �� I I PENALTY SIGN I I I I : :
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I 11�� \ / � - I . 16. Proposed sewer service shall [be installed per City of College Station plumbing code. I ; ;
�S k - ... - � � - -5- - SOI.- - -&-Soi.- X -SOI. - - -SOI. - - -SOI. - - OL- -SOL - - so I - -�:�SOL - - -sot ) SOL - - . \!Sot I _% oll - � . I ,. I :
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9 - _--yug- -7,-4�9- - _--nig- - -108 9=1- - - ri-49- __ ri:38- - --\mg-'��t- is 9 I _____RA9_ - ___KA8_ - - - - - ---NA13- - ----nz i 17. .The exact. value of lime 9111'all be determined by the Geotigchnical Engineer *upon . � [I : .
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A � - -49 � I � " . � . BACKGROUND WHITE I 1! . :
121 92 SF Island 1-1 , "00 13 0 . � I � I I ; !
� I I I completion of cut/fiJI operations. For. more information refer to the geotechnical [, . :
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- -M . . ...... ......... . .... - - -WIZ - - -M*Z �- -Mi,Z- - - - - -Mi, - _MVZ_ __ _Mtz - -MVZ- . � . I VAN - I report (Terracon Project No. X1095024). � I : :
J_ -1m"Z I , Z -4 _n -tAtZ - I � 1. . I , .
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� I 11 SF . I - -;F-- -S F 0' . - - . .. T - - ACCESSIBLE , I 1 18. Exterior building and site lighting will meet the standards of Section 7.10 of the � I . :
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" ; � ��--,, of, Silt �.-,,', D - - -9 - -S 49*24'1 9" E __ 12 1 V.0 I I � I I . . .: . : � . Unified Development rdinanc,e. The light source shall not project below an opaque :
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0 ___30 0 .30 0 0 30 0 0- 0 0- I— 0 0- 0 0 . 0- i � . . I l� .
30 1 0 0 .3O ----3O-+-30 30- -/_ - - - - ! -7, -,-_ -30--�30-30 ") I I . . . ICES (TYPE I R7 . � . . housing and no fixture shall directly project light horizontally. Fixtures will. be .
30 1 I I I . I � ;
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- - � 1-1 - �:___ - _ - i-__ - � I - ---" -_ -- -_ � ____ -_ - ________ __- - __,____ - I I VA ACCESSIBLE ,91GR --- . . . ---.in . :
I I - - - -0 I AM - , ___ ____ __ - - - - - -__ - - � _,_==_.:_ ___ ____ - i::9--.U:;-F;,mE _ __ - - ______ _.- ______ - ____ &.-- __ __ . ,�.rn -u.nted --such,_-a-�. mannerli that -the projected cone of light s s . :
4 -- -- - -,- , I _ - __ - ___ - % - __ .--- , -,- --p - I li_� --- -_ ___________ - - ___ - _:
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, , 0-4- - I - ___ - OA_ - I -0.1- - - -0 _ I I I . . .. .1 property line. . � I I � .
� � . I I I � I WITHOUT VEHICLE 'C" G � N 1 . � .1 � � � � : :
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I .110 � . Co I I . . . 1. I . I .k - k., � : . . I I . : :
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- i42 20' P.U.E. I 11 - ,43� 11 � � 1. It is the responsibility of theltontractor to prepareand maintain o.Stomn Water . I ii : q
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- - - - - - I I . TEXAS MANUAL ON UNIFORM TRAFFIC I ,%: --4.** 1 1 i: � ; I
I I ; I . � .. Pollution Prevention Plan in�� accordance with the �current Brazos County Drainage . � ii . ;
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I . . , � � 'r, I _ 1 21 LF � of Silt Fence _/ I I I . CONTROL. DEVICES (TYPE R7 -13A). , I . - . Policy and EPA requirements Jor storm water' discharges associated with construction 1. I i 1. ; :
I 1 93.34! . I I - . I . 1, I I I . I I I � ;, . .
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� � � I I . I . 12"O activity under General Permit,!: USACE 33 CFR, & Section 404 of the Clean Water Act, � I I �! I i .
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. � I . 11 � I I TYPE 1 . I I 1. .1 -11-1-1 . 1. . 11 : :
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� : I I I - - � I . I I 11 p & Texas Pollutant Discharge Elimination System (TPDES) General Permit No. I . : :
I I . FOOflNG I : :�
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� �, I - TXR150000 as administered!: by the Texas Commission on Environmental Quality ii . :
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_-, I I . � . __ __ - ___ - I __ - I � . I I (TCEQ).- . . i I . . � � I 11 : :
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I W I I I 1. ALL SIGN HARDWARE TO BE GALVANIZED. � . i I I 11 ! :
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I I I I 1. . 1 2. The contractor shall not allow sediment to leave the work area or. enter any I . i . :
� I I � 2, USE SINGLE OR DOUBLE HEADED ARROW. MAY BE USED TO MARK MULTIPLE RESERVED * ii :
� : :
I . I I adjoining channels, Additional* measures to those shown on this plan and described � ,I ; �
. I � . OW SHOULD BE OMITTED WHEN SIGN IS TO BE USED TO MARK A I I ; a
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� I I � I . . I . � in these notes may be req'ired to prevent sediment from leaving the work area. ii I : :
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� . � SINGLE SPACE. � � 9 . 1,
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. . I I I I The contractor shall be responsible for clean-up and .restoration to original condition, I .;
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� I . � � I 1 13. MOUNTING HEIGHT SHALL BE AS FOLLOWS: 11 I . 11 .11 : :
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. � I I I I including establishment or re�vegdtotion of any lands or channels . affected should : �
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. . I . � � SIGN LOCATED IN GRASS OR PLANTING - 6'-3" � I I . .
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I . SH 6 Frontage Road � I .. I . ! � :
� I I I I . I � . construction sediment be found outside of limits of construction work. . � : :
I I . . . � � . I I � SIGN LOCATED IN PAVEMENT/PARKING LOT - 6'-3" 1 [, � : :
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I R. 0. W Vat�es . � I 1 3. All disturbed areas are to have establishment of grass as outlined. below. Contractor I � � I :
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� I I Vol. 840, Pg. 30 � I I I � � � I . � I � 4. FURNISH AND INSTALL SIGNSAT ALL HANDICAP PARKING AREAS. I . . is responsible for watering, � I naintenance and establishment of gross for 6 I period of I - -%Ib%,%% I I : :
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I I I 1 38.38". 1 . . 1 90 days beyond ,project acceptance. Contractor to guarantee all planted material dw . , 111 I : ;
� . � � � I - - I � I .............. I i :
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. I . � � r eriod of 6 monthsi Growth and coverage shall be ..,I 4 i
I I I � � 2 ,PARKING SIGNS � I growth and . coverage *fo ol, p . 001� I : :
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� . I . � � . I � . I -_ � � . I I I defined as 100% of the planted area with uniform coverage of grass greater 0 el I � % * #
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: :
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Point #
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Northing
� -
I ion
100 ,
10194262.48
..
� .
3574443.12
-
, Back/Curb
. I
-
101
I �
10194290.02
I
3574467.39
.
Ba6k/Curb
102
�
10194234.66
. .
. . . I ..
3574499.33
.
Back/Curb
.
-
� 103
I
10194219.54
�
3574485.92
I
Back/Curb
I
104
10194228.30
.
3574493.69
,
1
Back/Curb
�
-
106
. .
10194150.89
I .
3574587.23
I
1 I
Back/Curb
. .
106 �
� .
10194167.17
. 35745195.37
.
,
Back/Curb
� I
-
107
. 1
10194184.87
.
�
3574611.59
Back/Curb
.
-
108
. I
'
110194194.75
I.
.. I
3574627.44
� . �
.
I Back/Curb
�
109
�
10194151.50
. I
3574674.61
I
-
Back/Curb
I 110
10194179.73
�
.
3574682.66 I
.
Back/Curb
.
. I
ill
10194180.71
.
3574685.5b
.1
-
. Back/Curb
.
112
I
.
10 1 194156.43
.
3574690.04
I .
Back/Curb
. �
.
`113
101,94100.72
. �
3574667.87
. .
�
Back/Curb
.1
1 114
:
- - _____
I 10194096.84
'
3574646.21
I .
Sidewalk
. �
115
10194139.74
3574599.39
Sidewalk
-
1
116
I .
lol94283.65
3574481-43
. � .
�
4.5' Radius
�
117
� .
10194246.57
.
3574492.60
. .
4.5' Radius
� I
,
1118 1 .
10194163.52
.
3574592.70
-
4.5' Radius
119
.
10194187.84
� . .
3574615.00
I .
- 4.5' Radius
I
120
. �
10194138.47
13574667-78
� -
1 -
3.77' Radius
I.
�
I 121
' '
10194149.79
3574682.55
2' Radius
. .
122
101.94170.81
..
3574669;88
15' Radius
-
. 123
10194156.15
I
3574688.65
I . .
.
1' Radius
. I
� 124
10.194103.38
. .
� . .
3574658.31
4.5' Radius
I
125 ,
10 1 194132.06
� I
1 3574573.1 9 �
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I , Bldg.
1 126 I.
1 .10194G88.14
1 3574623.14
-
Bldg. -
. Point Table I
� -
Point #
. I
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Northing
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ion
-
127
0 &
.
10194048.45
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3574581.33
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'Bldg. . I
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1M 1
I I
10194087.98
. .
35745,38.21
.
Bldg.
-
-
129
&
10194145.82
3574592.76
.
Sidewalk
130
. I
I
10194141.40
.
3574588.70
-
Sidewalk
I .-
131
10194136.98
�
3574584.65
.
Sidewalk
-
1
132 .
-
10194130.90
I
.
35745911.28
. .
Sidewalk
.
133
10194135.69
&
&
3574603.82
I
Sidewalk
- ,
� 134
-
101§4131.27
3574599.76
Sidewalk
135
10194124.42
.
3574607.23
Sidewalk- -
�
136
� 10194120.37
35746.11.65
Sidewalk
, ,
-
-
137
-
10194113.53
.
. & .
3574619.12
.
Sidewalk
-
. .
138
. I
10194092.41
. .
I 3574642.15
.
,
.Sidewalk
I -_
I
139
&
10194137.48
3574668.86
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3.77.'. Radius
.
-
140 .
-
10194140,87
3574704.66
.
.
Concrete
141
,
10194153.60
I I
3574688.76
.
Concrete
-
. 142
__
10194182.44
3574684.37
I
� Concrete
- ___
143
. __
101941811.63
1
__ - - -
3574682.01
Concrete
144
10194225.80
3574523.50
Concrete
-
145
. .
10194218.60
.
. .
3574517.08
.
-
Concrete
-
1 146
10194216.31
3574495.52
I
Concrete
__
-
147
10194218.48
I 3574493.07
�
Concreto
-
148
__
10194213.41
.
3574492.85
Concrete
I
149
10194215.53
, -
3574490.46
ConcretE!
. -
-
150
10194231.25
. I
3574472.19
Concrete
..
I � 151 I
10 1 9 4250.20 �
� I .
3574456.93
I
-
Concrete
1
-
152
- .
1 10194045.37
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3574590.85
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I I . SITE & JEROSION CONTROL PLAN . . � �.., _F1. . I I I �
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I I I SCALE: Hor: 1 ". -_ 20' : . � I I . � I I
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I � * N.MN==Fi""""""""""""` I 9. I NOTE: - I . I I � I I I .
. I � I - 1. Installation to be completed in accordance with manufacturers . .
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� I I . . 2'-1 1" V-2- . 2'-1 1" � � specifications. I �
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o I - v 2 For hroduct and comnanv information visit
fibermulch is required -for b
.
re -spots not meeting coverage requirement within 60
11 :
........... ................. 0 ;
% J. DALE BRO NE, JR. I :
: : ;
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I days of initial application. ,
reas a Jacent to the building to receive block sodding
- �
_
I 0 . ................. .� ........ .
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. :
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I or hydromulch seeding are niii
4. Contractor is to maintain mosion
t inblu e in this requirement. 1
control throughout duration of the . such r
. 0 : 0 . :
, * : :
#OV%. * , 0 .
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: : . . :
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that to
project
. . . V1 . AV. ! :
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1. :
I all Work areas are
plan grades once vegetation. is established. Insure
. I 4 .... . .
.
sediment is not transported
downstream from project via hay bales or silt fence,
I ON � : .
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I
� . installation. If erosion is observed
in the field, additional . erosion controls shall be
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:
11_�
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5. Silt fencing is to be installs
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; I per detail. In lieu of silt fencing, contractor may use, .
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:
I 1-1 I
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straw bale barriers or continuous
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extruded fabric berm* filled with 3/4" gravel upon
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ISSUED FOR, li]DDII6/CG 1
: : :
� engineer..
approval of the
Sediment to be cleaned from silt fencing or other ..
I
I
�
.
..sediment control devices when
depth of sediment reaches -1/3 total height of **
I ND CONSTIR6 CTION.
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:-
. device Contractor is to ins,
ire erosion Control' devices are consistently installed and '
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1. -1 :
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: :
:
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I I prope�iy, maintained. ..
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. SHEET NO 11 : :
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� NOI & NOT INFORMATION � i . . i . ;
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� I I I i � www.caddetails.com/info reference number 474-010. . I I . i . :
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I Ex. Curb To e I � I I . � � � : .
- � I . I 1. : SITE DESCRIPTION � I : :
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t (where a plicable) . .1 X- " '4 ,�I%,,'x, !,;n,� I This 1.26 Ac. construction site is located in College Station on th Southbour
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��,��'�4,;,,,J�',�, ,,'z� "I", *R, ..., . ______. - - -.,. , - � . Frontage road near the inte " ection of SH 6 Frontage Road and Southern Plantation . I I :
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, � I �', � , � .1 Drive. The site is located at !'North Latitude 30*34'1 O" and West Longitude 9 6* 1 6'l 6". . I .
1,411"'g M
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& Clean Ex. Reba o���',,-"'��,�,',��,�,,'�."�,,�.',,,,�,�;,-"�,,,�*,,-,�';,�f,�', - ��-_---,, � . . I . - The activity consists of the construction of a new office building and the associated - . . �
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'rl`_�,`�"'�_,��", � 111".'� � I I I utility infrastructure and grading improvements. The only source of pollution is the . I
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- I I W , - " .... I . Storm Water from the site flows to Uick Creek and
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. - -110 �� �_,P'11 , i*`111, I 11 .
Saw A / I ,��,, .; Z K,�i , . f "V11 E--;�' W erosion of exposed soil. . .
Neat -Cut Joint 1 6" Reinf. Conc. Pvm't. � �, � ,,��g A�1'5`1'� Cie Rack SCALE: N.T.S. RE
�
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I, "' 4 , "t . 2 il �,,�, . . To-,` i�;.-1111,,� -eventually the Navasota Ri�er. The contractor is responsible . for containing all - a
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i � - I ,��V,'�,�i,�,�,,��;�����:?,��,r�iq, - � I - � . -EP 0 2 Z009 . I Sediment on-site by uVilizing siltation control devices,- washdown areas, 6 ' I I : :
Ex. Conc, I S -- .
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WTI �, I -� '. "� 11. I . I I I � I I I ; .
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: , p�g,"- . ��,� and sodding applications; It 11is the responsibility of the contractor to utilize whatever �
",vk"', -,� gg,,jj�-, -.,,,� ,a -.,, I ,,.g " .gi w/#3 Bars @ 18" O.C.E.W. � I � i
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I . pt,,�,,R�,�,!,ggigf- 11, � . . I . . � to revent erosion from this construction site. . OF 4 SHEETS
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