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POLLUTION PREVENTION PLAN
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GENERAL NOTES
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GENERAL PLortm: � •'I'+ 2004 4:40pm
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1. All contractor vehicles, including employee's vehicles, shall park within the
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project site to minimize traffic on the public streets adjacent to the work site
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• _..... / / - ranee. - ac or w, prove a su igen pa ing areas o accommw a e is
�'�- `�� ` ..\ `,` j t vehicles. Any areas disturbed or destroyed by vehicular parking will be repaired
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?�-, �- ` 1 ' �\ ��� •.. �I + ` t to original condition prior to completion of project.
`�''�. �. 1 ', ``: {i: 2. Contractors shall ensure that no dirt from the project accumulates in the existing
\. streets. If dirt or debris from the project site accumulates on adjacent streets, the
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' I � ' .� ,,, .4 .•1. contractor shall immediately clean those areas.
\ `,, I'' . _ _` - _ 3. Contractor shall place erosion control protection at appropriate downstream
-'J ._--- locations to minimize silt and debris from leaving the construct;on site and
\ _
� %, � , \V \ 1 i � �• ', ` � � � � ��� � ... �� � � �,�,�� ... � �..� � .� � •��� a"" � � � entering the drainage system.
1 \. � I `, ,, ` ;' I - - --- - - �� .� T� -1�-_ __ice t
wn area
i 1 ' o - - `- - - -..- ___ _ --..____.__ -`� Aof sufficient c ant s ze uired on
iplans, olac ton to contractor
toteacleaning ll maintain
vehicles picle rior tosh o leaving
i , I - ss s, _ -ss-ar - - - _i _. - _• � 1\hi fa�Z7 �_ _ _ - ------ - - ----..... the work site.
_.
7-
�" - -ss= ;
a� - _ _ -
a - ` ------ ----- -- -- -
"J
r - _ _ - _
- ---_ - _ ' sem,..._ ` - --- - - -- '---
c; -_.. ; .-.. ____ ._. _. -.. - --__....__ `- .= = . =-ss r== - ---- =-- _--i , __ _-___ -,- _ _.. _._....- 5. Once vegetation is well established contractor is responsible for removing all
r:I I .- , _ .--.-- __- ___ ____ ....-mss_..- -.,�__ - __- _____. _ ___.... _-_-•-------.__..-- �_7 .-- 1 - __. .._.__. - temporary erosion
I a, I - -- k, �- ` _-- -- - = _____._;�'y`_ _.__.__.__ _------._.___.__._-__.__-__.__ ",_-t __-_ ---- .-------_. " - , mpo ary osion control measures (i.e. silt fences, rock check dams, etc.)
_ .. - _,
l T d5 ----•- - - - - --- _ _-- _.______ as practical and
' ' ' I rn) /' ' ` - \ - _ maintained god working order until the site is stabilized. P
` - r^7 ' - _ -
�" � 6 Structural controls shall be installed as soon after clearing r
I( 1 1 ,A ' I I ,;;', 1--) � 0 l,, fined in o n
.�
I i I i n �/ w /' / ' % it S - C'} / 7. Alternate structural controls may be utilized if approved by Engineer.
11
{ I _ - - _ .11 w
` I j "�� ` 8. The contractor shall comply with the TCEQ STORM WATER DISCHARGE PROGRAM and
1 .-J . ( - ,, ,1 is responsible for completing and filing the appropriate forms.
I , 1 I I I r r 11 I _- __-'\
I / L0'T I I ; �, Ir, t
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\"'\ BRYAN
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\ / �•
BRYAN \, / \ !' 0�
SSL
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i
/ \�� rd
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COLLEGE
e� tiZ�'
STATION
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E• �''��
UFNI IN 4 '' wa / %P
'',
eta/ � �'" \,
S/�
It 4 `
Vicinity .Map
(NTS)
� � am � Property Line
-- - --- --- . u00 Gu ---------- - Existing. Grade
xxx_xx Proposed Grade
(high contours)
- XXX.XX Proposed Grade
(normal contours)
i ; / i 9.9 9 A�'f��, TRACT , ::�
(HOMEI{ { '%! I I ' a l c7 L s
I ( w ALL SLOPED S01' S`HA�L ; ;,�� C E _
I �l'`` i ESE SOD .1j TO �' I,' 'I Continuous 1�-2
# Bar c »
-) DEPOT 1 \ , I' PROVIDE 8 S.Y. -_-__ ' , t I _ -��{:` . 8 'T-` ,.:.t" - -.,. j _ p Rap
�� , J i r - - i _- . _ r� Cone. Ri
I �" \`\� (� REESTABLISH/ VEGET/�TIL�N _ of RIP RAP : - _, -' z r. �- - -
` ,i ,� D -------- -.._ - - ------ » J ---:-T5
_ �-! is, -A
1 I '� __ _ ._.__ _ .. ----- _ ..._. __ (6 -• °w !)" -sLtiP - - Co; t,` �.. .I I , ��
LOT 1 1 _. _
_. _,'
_..
I - . _ _ - -- -- -- ..__•____--- ----.--..
- - - .. _` _= .._._ _ ------------ _ _'flE74DD`IP -""� / /:' _ ' ��' ,,.I1..3 1Y3 Bars ® 1
.y_ i :II'.-- _2" O.C.E.W.
., ,--.._.._ I , �'` 2S - `'. _ - _ _ _ - - - "- r •. a - - -- L , reinforcement wire
-- - ___- �I 1 �C 8 -o, -- .. . _ -.._- ,'3 qZ _-..-•-- _ ... - I 1 �' }%,\� - - l ;- aqd tae to rgo fosed
"� cement
/ -.:• - -- _ _. _ - .._�' -� r, c �� c - - i �' \� .-.-:.r- P P reinfor6 G - - _._.._- - -' I -, --,",
-- _ _ = - - T� _ S .L
I _ _ 6� -� �_--- -
__ \ - o i -----• i ,. ._,_9 - --_ - (SbR26=A'STNt------ -- ✓ -- - - --111i � � i i ': �.-' � 0 A
- UT- SECTION A- A
I �k;'�"- -`i' - Cone. Riprap
T------
�- ---...--- _ - - _ _ - _ _ 4 9 G •- -- -SLOPE -OF.8 - _ _ _ �- -�` i t �j
--- - I - ---- - - - - ,: u: ______---.-..__ _ i . I ; -- 4 / -'-- �_ I 8" v Class B Concreta
-----r--
---
I
,50' PRIVATE ,�
ACCESS AND '
P9LIC UTILITY I
SEMENT
.\
\, LQT
`., B N
1
�
1
,./
i'
NOTE: CONTRACTOR
SHALL REPAIR ANY I
DAMAGE TO THE 1
EXISTING CURB,
GUTTER &PAVEMENT,
DONE DURING THE
FILL/GRADING OF THE
SITE 1
IIIIIII-
- 2705
♦ \-1 ` �.,
I �- .___, 7 ��IIIIIIIIIII�. _,' . 7 � f / �' I t �1 C� i Scale: � 1 F L ,
j 270.50+ �""'� �-- `'--._ '� - - sr= . < . . • < I / ti/ �f��:: -, " i !• ,.,:: - l 1 inch 40 feet For of Payment - - I- -- -/ �-
�:
I Jo nt as Required
I I ' i ! / • � i 6 '�%-;� , 268.50 � 6g ,/ _____
/ t\ .
y '� %, i - ,I i
�' I I • I + 27 .50 69 5 -� 2 5 �' / . ' / 4 ;
,, " 1._ I 2 i ,____> 26j -10 - � r, i I
Z ( 1 1 I r :' �: •<' -> • - -PROVIDE 1-NYLOPL IST- 30x15 SILT FENCE / ' `•�� ,/ -
�i�-
I12»
-�+ 12-I
T12"
SIZE
C
E
l_
W
15"
12"
60'
72'
27"
I i `---r : . _� DUCTIL IRON FRA�AE..AND \ �1,t,''� ,, '' /:' .i11 .'� t; ii CA ErtlL,�t� SLOPED
L,J,» I GRATE- OR APPROVED )=41JAL' Qv' j�: HEADWALL DE 1CAI LS.
{ , � �-- , 269 (MIN. GRATE OPENING OF /180 5 �'o � / ,_J �;'; ' ; CONC. RIPRAP SHALL BE INCLUDED IN BID P
Q ( GRADE �: ,W SIN. TOP OF GRATE =2,`8.50 26g:' / `' ' �. • _ _ � RICE FOR EACH HEADWALL
W II (� NI �- s o / .
�' SWALE TO , ' �� , •/ ! / / / NTS
II I E DRAIN ` ' ..� _ // // i' / / i !' `•
? - (I I i I ��""`� TO / `'••, .4,Z-- -_ - . - - ,�
�i 7 5 / '
I I; . i .DRAIN _ ,o / / E 'I . T , FAN ; -_ -
i �'
I
yY (i I I i *, / / / DRAIN y i.
�� 1 ' i `�� I i / l /^o- / �,i ,. FILL- NOTES
�m I ^ _270.5 / / % - _ ;' I
75 �,r,� Lvf i I N' �� .�O / - /� `, �l ''' 1. THE FILL MATERIAL MUST BE COMPACTED TO AT LEAST 95 PERCENT
I N I J � � Z . �' / ( ` / i , OF STANDARD LABORATORY MAXIMUM DRY DENSITY (STANDARD
a I I i i. ./'- / / • / ' T%" PROCTOR), ACCORDING TO ASTM STANDARD D-698. FILL SOILS MUST
L I T' I i , • ,t ' X, \�I 1 /• _/ / / P/�,/ i:' / -' I- _ C(1... BE FINE -GRAINED SOILS OF LOW PERMEABILITY, SUCH AS THOSE
11 CLASSIFIED AS CH, CL, SC, OR ML ACCORDING TO ASTM STANDARD
i
I . /i,►
< I I ' ; / o� 271.41,-" ,, N / . 'I0 ! / ' � L SLOPED S01LS SHALL !f D-2487, CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES. SEE
9 i 1 1 eb_- - ; �v i ; ,'' % TABLE 1804.2 IN THE 2000 INTERNATIONAL BUILDING CODE (IEC) FOR
� 111 1 ' .40 I , 41-1 ,•,, "'v / / ?, '' B E SO D ED T'0 ' i i ;' DESCRIPTIONS OF THESE SOIL TYPES.
�_. / t• ; ,
W I � r'I / I / 1' /R ESTA,BLI H VE f-TATION
I� / / �G) // �:'' tyro , Try �/ 'S i _: 2. THE FILL MATERIAL MUST BE HOMOGENEOUS AND ISOTROPIC; THAT
o I `o , / (' / / 'r/ /r, /' IS, THE SOIL MUST BE ALL OF ONE MATERIAL, AND THE ENGINEERING
I ,�
N ' �� , fi �. / {' y ( i ti �. / e / y. �` 1.i % �' PROPERTIES MUST BE THE SAME IN ALL DIRECTIONS.
W 10' PUNIC IC i 1 ~'•,7 , - i / I i .. 1 ``.� `• i � I :., ; i ' 3. THE MATERIAL SHALL BE PLACED IN 8" LOOSE LIFTS (COMPACTED
'�Oj / / l l r 0 , i' ; r;:'''.
N
i ,�
IL ITYI I 1 ' ' - - / / 71 / � �� i, I ' TO 6 MAXIMUM THICKNESS) TO 95% OF THE MAXIMUM DENSPY AS
=' t�ErT I - - \1,\\��' i / _ � ' ,'�, / rL / �� �, ( 1 , I 1 ,..�/�•; DETERMINED BY ASTM 698 (STANDARD PROCTOR DENSITY) AT n
E
I ( T I - L - 'i 1`_ I"
o� ` 2�O i / r , 11 11 i ' / eX `I - __ ,' i I 1. f', MMOISTURE OISTURE CONTENTBETWEENOPTIMUM AND 47r ABOVE OPTIMUM
%O I �• ; • ,_,x(74► ( l • � �, /� �- V ' l , l �l / ll ' .'k; 0<�/ l / / F' : �?"x""',x. , _ C
1. • tf `'� ; -�`�' `�� ' ` c ��� -z_._0f E :,ri'�NI\1�:L_-D1�{It.'r;ll\rI I
J 0 1 .`' Ss, •F I" l___, rC ?i / N '� / ;! , �.�' EASEME r1.,, 1, stfi;�' '2j
Rl N C) . ,,?;fi'9 r
I i ! ( / / 41"
y / PROVIDE 1 NYLOPLAST 30x15 / I \ j ";�ti ,�.' SLOPED TO DRAIN SLOPED TO DRAIN
�1l �''('( I DUCTIL IRON FRAME AND ' I _-__._._._ ._..___.. �s
Existin ( I ,� o'�`'i�3 _ GRATE -OR APPROVED EQUAL ! I / ,'-E,. :=-',;,-``--Q'
91 i t - - 69/ MIN. GRATE OPENING OF 164 '( , I 1 \� _ I I : - i
Home I .� �� ..� _ _ -'" GRADE 2 ) - q 33 L.F.IOF( 15 PVC - __ i
Depot ' / ; �" -- , SQ IN TOG 268.50 ! ;�_,1 �'- P7 '
P I �• �- SWALE TO / is • t,' ,
'Drivewja '`` ' ��� V , . r-� �� • DRAIN ILT FENCE I ks0 26+AS IM , \ _ �., I - ='ter \ A T I
g ( ' i , . _ 268.5 Dx241 ATA MIN : % ' = \ _ CAMP C Ep,'
I } t-' I(' i �� I , . . _. - SOP Of( 3. A Or• :F1 , .
/< _ I ,� 269 �,M I \� j. \,,, •
{ I - i 269.5 _ .___,-�=' 15" 6L0 ED ' j ., --• ''� ' ,'
I /' 70 _>__ - H� �- _ ., .s em ' 15" PVC . �PiOE. •, '', 30x 15 NYLOPLAST
i SAW CUT 1 ° ,, ►M .` %'":5:._ = �'� (SDR26-ASTM DUCTILE jCTILE IRON
EXISTING ,� c / I ;.,. •='''
-FtCJME ... i . I Y ,; D2241) Fl?.9ME AND GRATE
f, `� --. .J•-- .I
1 l 5.90 �.. �. I j"'i ' ' ' , - SEE PLAN FOR
REMOVE. i 11 �. 7L.,� :%i;; :;.1. WITH WATERTIGHT
I " - !� / �AQD 8 S.Y. OAF T� .r .� ...�.�/ "� •�.r-,,7, 7 , .....� �;�'' _ 0!! ....:;: _ r .:� .�� PROP. SLOPE ADAPTER.
PROP. \ � :'RAIN - ; y S RIPS MIN 1 j `\ • 1. �� :=;:- � - : - -
.�` _..._ SILT FENCE (• ) , -icy _ - -
---� FL=266.00 \�yli�D` 10 S 1` �- - ---- i : �':,,:, _� _ ' __....- . ._._. - "
_ - ;'''i%` !' �';�1 -� 15 PVC t
__
_ ( M
-- ---.- -.
!SE RIP'RAP- _ _ ------ _...-_ ..---- - - - - -- --- - - ---- - ' i'� %' '\� ' G���- --- - - SDR26-AST
FLTJptE-Ta _. - - - - - -- •_--..-.-•- .-- .-._.._._._.- ______- • _• -_-- •--• --- - \------- _ --._ D2241)
_ _ _ _
REMAIN - _ -•.- _. - - -- -- ' -- - - ic:-' ------ __... _- _ -. i y.'• ':Il,, <:;� .
_ �»...,.,-, 1, \ -=--_-_-_._.. _.. _-- --
- - - -'- _ __ - - - - �• -- -----....__ J..- �: f -i, :.;u' ` \� \\ `" ---- --.--------- `- - 15" X90' PVC BEND
` �J_---.._..---..
- In
--_•-_..,_,___ �.�--'"-'�".� _`__._._._...� _--O_"__p�..�'.•-�'�_-"a"�.-a'��-_"__ �' �.r-c=rt`•_:Y-F-�s=*=_`�:<:::i�,\\,� ,,'\�'`,\' -_-._.-_--._._...____.--._..---._ ._._._ .
BE SODED-TO _=---------= = ---- - - --- ---- - - - -- - --- -- -
-__ - REESTABLISH VEGETATION _ NMop/ast Grate Detail
- -- - FRONTAGE RD. Existing
r -_._..__..__.i _ ------
Guardrail Ex. Bridge
- - -- NTS PLDTT[D: 1s .�+ Zoos - a:oa P„
____-i -,I___ 'r-
77-..-
--- ---- ___ ---____---'-___..--
:�"
____ ,, _ ---1--- -,-
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'
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'P___.._ ' - _ _ _ _.r- -- -
_
STATE
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I_...i.__.---.-...-_•_-__-.__-.-..--.__..._-`-.---._..-- .__._i____ -
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_..,_-.--"..l'-'--.-..L___-L.._.__i-
----_._- - _- - ._
- - - --- __
- -_ .... --
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.
.
'/
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_ _ !I o �� / - - _ .-.__.--- ---.-
. i'1 -- - V7,_,__-_,-
7,_ .-----• • - --- --- -- - - - -- ---
I
--- -- -• .- _ --- . __ .-'--- - - - - - _ _ - --
/- - _. .-_-._.__-..___ -.___.- ___..__.._.. _
.
. 9... _ -- -- •-- - - •--------- -- ----.-.---- -_
>W
I
+
00
Pubw
�' min. c -a -w
Existing
Ground:
I
Separ4tion Geotextile s- ..
Fabrig for Full Width
and 4ength of Exit PROFILE Graded to Prevent Run -Off
Ifrom Leaving Site.
Provide Appropriate Transition
Between Stabilized Construction
,I Entrance and Public Right-of-Woy
�./ I
50' Min.
Symbol
:•:•:•:•
; 7:;:;: 000•�� Right
N .
Ground ,.;•;• •.•.• :.
... On Plans
... ..
Course Aggregate -J PLAN
STABIUZED CONSTRUCTION EXIT
TS
nu WU N-wLdwip
PLOTTED: 14 Yqy 200.3 - 2.49 pm
CONSTRUCTION NOTES:
. Length shall be as shown on the construction drawings, but not
ess than 5? feet.
2. Thickne§s shall be not less than 8 inches.
3. Width shall be not less than full width of all points of ingress and
egress. .
4. Stabilization for other areas shall have the some aggregate thickness
and width requirements as the stabilized construction exit, unless
otherwise shown on the construction drawings.
5. Stabilized area may be widened or lengthened to accommodate
ruck washing area. An outlet sediment trap m . • OR
ruck washing area. ��
ANCE
6. Contractor to submit location of stabilized ��-�' `
ab zed onstrucbon exit for
approval. D
AUG 2 G 2005
COLLEGESTATION
ENGINEERING
•'tien joining two or more "Silt Stop"
o end posts together with nylon cord.
Wooden or Metal Post,
Min. 3' Length (1 1/2' exposed) Silt Fence, "Silt Stop"
max 10' spacing or approved equal
Ground Line Min. 24" Overall
Bury toe of Silt Fence 6" x 6" Trench
6" below proposed grade fir- Compact trench
backfill to prevent
Ground Line Existing Soil "washout"
\..-- Existing Ground !
SILT FENCE DETAILS
NTS
T.979
F.979
51.1 UNNE
PLAN & DE
CML ENGH
HYDROLOGY
SITE PLAN