HomeMy WebLinkAboutDrawingsI- '
I
1, . . I I -. 11 I
I I I
Z
R HOULDER STRIPE. . .
<L2)
I � I I
I I I
ANSTALL 4'x4' I.D. DIRECT TRAFFIC JUNCTION BOX. I - � I I . I
I I I � I I
I I I ''I \=j
I
- M
� 7, LLJ
� I I I I
PROPOSED 24" RCP IN: 266.94' 1 1 . I I I I � . I I I � . � �
I �
I I I � /---\
I . \---'j
EXISTING PRODUCER'S GAS LINE. DEPTH OF BURY UNKNOWN - USE
1 7 :D
I I I I -
::266.84' . I I I 11 I I I I I I I I
I I I �
. ,
1. I I I
wl 1:-- I I
\`�
EXTREME CAUTION WHEN WORKING IN THIS AREA.
I
� . � I � 11 � I I
BOTTOM BOX: 266.80' 1 1 � I � I I I I I
� , I . �
� .
I -1 � � a)
.
EXISTING RIGHT OF WAY LINE. �
I I I
I I I
I I
OPOSED DECEL LANE GRADE. I I I
I �: � � I I I .
, I I I
I --
I - 11 � I
''
I I . /r'\
\-�fj
I
EXISTING POWER POLE WITH OVERHEAD ELECTRIC LINE. , I
I �
q��
I I � � I
I I I I
INSTALL 21' OF 24" RCP CL III 0 1.96%. 1 1 � .
. I
� .1
(K)
I
EXISTING 24' RCP WITH APPROX. 2' COVER AND SAFE`TY END
�
UPSTREAM FLOWLINE: 267.37' (WITH SAFETY END TREATMENT) , I I I I
I I I I I
I . I
I
I
I .11 I I I I � I I � 1
I
I I I � I I I . L
, I I I I . I
I I . I . I I
I I I L)
W � �
I
In � I
UPSTREAM FLowLINE: 267.61' 11 I � I � - I I I . I
� I I I I
TREATMENT. I I I
�
� I I I . � I
� I
SEE DETAIL - SHEET C2.1. I I I 11 � I I ''I
.
� I ''. I I I I I .
UPSTREAM, FLOWLINE: 266.84' 1
�D
I I I
INSTALL HAY BALES FROM EDGE OF PAVEMENT TO RIGHT OF WAY LINC. I I .
I ;�-
� � � .
DOWNSTREAM FLOWLINE: 265.91'
i �
I
I . � I I
. I I � e
TOTAL LENGTH: 105'. SEE.'DETAIL - SHEET C2.1.
;
I I ' I C�)
I �' I
A � .
EXISTING DITCH LINE - TO BE RELOCATED APPROX. 12' WEST.
� �
��
I I I
' I I
,SAW CUT AND DEMO 10' OF EXISTING 4' WIDE CONCRETE SIDEWALK. I I I
. I .
I I ,
I I
", I I (D
I
I
RELOCATED APPROX. 343- OF DITCH 12' WEST.
' i
I I I I � I I
I I I
I � �
I I I I I
I . I
I
� I � I I I <�)
BEGIN DITCH RELOCATION. �
I
I
I
I 4 . I I . I I I I I I
. . I t � I .
- )�� - I
I w GREENS PRAI - RIE R
I' I$ U-
. I I I
I 11 I I I I ..
I - I
I "I �4 . I . I I I I ��
I I I I I
I I
I
� 1� . I I., � I I I I I I I I I
. . 11 � I I I I I I I I I I I I
� I
I � �� I I- I � I . I I I � � I � a
"' I . � �
I
I . - �
I I , I I I I I � � � I I I � I .1 I I I I I I � I I I .
I I I I �' � I I I I � I � I I I I I I I I . I � � I I I 11 � I I
I � I I I I � I I I � �
. . - - � � , . I � � � ; I I : . I � I I
I I 1� � I I - I I I I I I I . I I I I I I � I . I
I . I I I I I . I I I I . .
I I I � I I � I I I
I I . I �' I I I � I I I I I I � � I I I - I I ,. I . I - I I , I � � I . I I . I I I �
I I I I I I I
I I I I I I � I � � I I � . � I I I . I I 11
� I I I I I . I � I �
I I I -1 .1 I I I � I � I � I I . - I � I I I . I I I . I I I - � I I I I � I . -- I
I I I I I I I I I . I I I
I I * , I , I . I I I I � I I I � I � . I I � I I I I �
I I . � . � I I I I I I � ,� I � I I � I I � I � � I � I 1, I I I
� I
I I . I 11 I - , I I I I I � I I I
� 11 I I I I � I , I � I I � � I I I "FICINOTT"' MA" I ,
� I 11 . r I .1 I I I � � I I I V F I . I
I � I � I .
I � . I I
I I - 1. I, I ,� � I I � I 11 I - - I'll - I I I I
. I .I .". I I I 11 I . I I - I � I 11 I 11 I I I'll � - I'll I - I I � " � . I I 11 . . I
. . 11 - --ll I 11 . � I I � I I I � I I I .1 11 I I � I I I I I I I I I I I I �
I I I : I I I I I I . � I I I I I I - I I
.1 1.11 I i � I I I . I I I I . I Ir I . I . I � . .
I �� - I I I - I 11 11 I I " I I I I -' I � I I I '' I I I I
I I .1 - � I I � I � 11 I 11 , I I I I . I I � - I I I 11 � I I I
I - I I . I I � I I I . - I I � I - I I I I �
I I
- I I I
I � I � � � I I ,
I 1. "� I - ll� I I." I I � I . I T� � I I I cm I I �m I ll� I I - " Itt 11 ' ' I � � I I Lo I '� 11 � I'll, � I (D I I . I I*- , . (D I 10) I . I I
-11 I . I � I I I � I I I I I I
I- : , I ' . � I I � - . . 1.11 I I'll - - � - � I I .11 . I � . I � I � I � � - 11 - � 11 . .
I I I - � I . I
. I I
� - I . I I I 11 . �, I I'll I I . I - .-.- --- I .� 11 I I
I I I . I I I'll, ,� - ll� , 11 I 1, - -z' 1. 11 I �' -1 - '', � I I , ,:- 1 I
''I'll V, ��' I- I � I . � z I I I I I i Z- I . I i I I I --- -'' I - . I- 11 -1- Z :-� - " .1 I I I z - I I -Z I
I'll � � tr .� I - Z': I I z , I - -Z---� I I I I � I I � I I I , �
I 11 I '' I I I . I I I I I � I " I I I - �l I . I I "" , - I I I I 1. -f � 0- I , I -, I � - I ", ,11^ I I � I '': � I I I 1" r I � I AV% I I I � I . �
"I I �V- I AVM% � I I I I � I � - , I , .1 1, � ll� . I I I I I I , - I ''I - . '' 11 I � I
I � � I I I � I I .1 I �.
� �
I � � . I I I I I I I I � I 11 I � , I � Aj �� I i 0 ' I I - . - ''w �
.. I I �;I" I I %J I 0 1 0 0 1 '10 I � , I
� � I I 11 I I
� I �. I � I I I I I . 11 11 I � .1 ,� 1. I I., � - � . I � 11 '' I:_ � , I now . 1� I !
. � . � � I I I . I � I I � I I . I � . I I � I mww�" -1. ' ' I I I I I "I., � � I I I I
� I I I - 11.1 11 �. I I ' ' I'- I : 11 11 � I --- I I I � I .
", . I I � � � I � I - -- ---I-- I I - - 11 I I . , � 11 � � I I I'll 11 I I I -� I I I I I +- I I �: '' � I � I-- I
I I , I I �- I �-' I I �- I , �- I � I I Ir I 11 . �- �-
. I I - I I I I , , I
I I �� � . I I . . I 1-1 � I . ' I , '' � � I 11 , I I I � I ,
11 I .. I I I I , % I 11 - 11 . - '': I'll I �l I 11 � I "I ,(), � I'
� I I I
I I - I I I I I I :1 , - � I I I I r I I � () � I 0 ''I I
I I I . - -1, I � I � - . I I I 1, 'o I . . I
I I t I r I � � :
I I STATE HIGHWAY NO. 6 0 � I � ; I I : I � I 11 I . � , , , � I () d' � I I � I � , I
11 � I I I Ll � I I L) � " I I � 0 � - . - � I I 11 � I I I I I I � I I � 1-1 11 � . I
� I I I I I � I � I � I
- � I I I I I � I I " I I I I r 'I'll I I I - I I I I I . . I I Lu -, - I I �. I I �w � I I I � �:. , I I � � L' I
. I . - I - � 11 I -I - . . I I I I I I � � , I I , � � I I 1. � I I � : - � - uj. I I I I rW 11 I
I . I I � I . 11, � 1 2 . �-' . I I I I - . I I .1 � � I I I I � I � .1 I I I I �
I . 1:1 , I I 11 ''I � I . . 30' WIDE FRONTAGE ROAD w I I � w , I I I I �' ui I , � - I . � � 'w : , � %, � I . '-, W � � , I � I I � I � - 11 I I I I I ,� 11 � I I . I
. �� I I I I I I � I - , � I � I I I I I I I 1 4 � , , r - I . A 11 I I . : 'F 0�� - I I I
I I I I fl . (ASPHALT PAVEMENT) I : 0 , I I I I r.� - I I �-" . ''I I � I I r r i .1 .' I I I � I I '� I I I - � �
I � � --1 I I I I I I I �. � I I I 11 I I I I I I
". I � I 11 I I I I � � r I I � I I I I I . � - � la ' � : I - I � - . � In I i�' � I I � I
I - I I 11 I r ,' I . � I I 11 � � . I � I � �
. I � . I � I . I � I ch I I cn 'a; I . � � �11 , , cn : 11 I I I . I I "I �' � I � . I I I , I (n I I I I .
� I I I I . � . I � . � 11 - . I 11 � . I I � I � I I I �, �' I � I I ''I I .111. . I I � I 1. - � . � I . I � I I . I
I - I I I I , � � � , 1 I . ,.. I . I I I'll I � I I I � . I I I -,.,:,'' � � I - �� � '' - I 1� � � ,- I . I �11 I � I - � � I � " I I" I I I � � �
I � ". � . - 11 , I I I I , I , , , , , -- I � I I I � �' I : ' : �� I � T I � , I I I - . � I
I I I I " "r-, / I . , '� �' I I I I I I I I I ': I �'..,. � �:'�'� , , , , , , � I -I - * , � 4 o , , � , 141,�"� "" � � � I . � I . I I , I I �' I I . ': ,� , . I � I I I I I I I : , � - 1�1 I I
� � I � - . I I I � , : I , I � I I � .r - 11 I � , I I � I I I - I : I
I 1� , � I I , - I I I ' � I I 1 I � , , , I , : 7 1 1 1 �' - � I
I � � I � I I � I � ", " . � . I ., - I I I - , , � I � " .'� - - I I I � � , , � I _:, 'r '� '� I , � , � I I - . I . � L" ' " I I I I � : . I 11 I I I , : �� I --1 I
I - - I , , I ,.� I I � . I I I � � I - . I I , , . I I - , . I "I � I i c' '� �� , �.' I - : , I I ,- I I I I I . �� ' � , � I 11 I I I ,� � � - I ' I I I I
I I I I e . - I I � I , , . I I I 11 . � L ' � � ., I I I , I , � � I I I I I ,� � I I �
" e . I I , '� , I I I I � � ., I I I , ,r '� , , I : I - - I � � �. I I I I , I � � I I i I , � � I � , � � I I I I I ,
I I I , � � � . I I I - I I - - I - � . I , - � I : . I � I � - - I I ,� I I .
. I � � I- I I - I 1, . � I � , I . . I I I I I - I . , % I - I I I ; , ' I , I I , ; ' � I . . I I I ' , r. I ,I -11,11 -�� , , I I 1, , , ' : ,� I I I I . I I I I - , I I I I � - I "I �� I I I - I � . I -1 I I � . - I , I I I , I I i
I I I I I IV I I � I � : I � I I I I . I ---p- I I � I I I , , I � : I ,i" t . -�
I I � : , . , ,
� --111, - � - - - - " -11, , I I , lt�'7 r I I I � . I - I I -- 1. I . -
1. � , '-�- - I - I � - � I ' I � - - . - I EXISTING EDGE 'A � --- - -- - -" '� �11' -- I � 11 � I I I I j M2, r, , . � � . I ,. I "I � I I I � - , � . -.1 i'�` - I I
I -1 - � 1;' I - ''I '- �1-1 OF PAVEM -"�\ - �' "'. 1% I ", / I .� I � I 11 EX. 15 , I . I � I I I I EX. EDP I I � I I . .
-11 - - I I "', I I " ,l �-' �, -EX. -EDP '' - ENT � -�' �,�'E-�--J+ 0 ,'.��! I � . ' I EX., Eop 3+00 1 1 1 "I - � I I I I . I I I I
-- I - " I � - '.- � I .' I I -'-� I , , ,� '�' I I I 1� " I � I 1 4.1 ,SHOULDER Ll.'' : - � - -EX--wi��; - � : I � , ' '�:1 I I- e :2+50�, - I I - I I I I I I � " I : I I � ''I -
- , - I . I I I -1 --------,'' I � -11, I I I
I I I . ................. � i - - ", , - ". I I '' � 1� I 1. I I I I
.
1, I � . 2 1 " 2n - I , '. " I I I I I I ;" " i--l-175.,W i : I I . , ," I " � 1, I � " , � ----""' * � '�. I �s -272.64 , , I . I li I " I � . . 1 1271.10' 1 - 1 'Z+ 7. 1 06 ,' , I -
� � ""'� I I I - - - I .l: - � I "';l -1 EX EDP 0+00'- - I 11 0+50 1 0 6 2-�00 1 3+50.- , ,- -8� 11 �
- � 273.47'--- 11 - I I I � I - , I '� , I r I
I . I -1 1. I I I / L, � 11, � :. I 1, I I I
I P, I � I ,. I I .,r � 11 '01 I . .11 �� " ' -1 -7 - �l 11 -, " "" � � 1�- I 1. "\ : 1. . 11 � ' ", � , : I I ,� I '� I - . I . I '\t '� � ��-:'z�-"- , , ." , '
- , I , I � - �11 I I I I . � . I , ""I I I � - I - '_ . I ., I � I , 11 - -z' 1, - ,r,_' . ". , � ,- ': � - I I I I � , -1 I I , ll� I 1, : , I I I'll � I . . � � I . - �� , I . . � �
I I 1, I I I - , I � -- - � - : . I � : I I I � I I
� I , : " I ,� I -, I I I I "*\. - . I �' _..'.';," \ : " al - I W� - � \1 �' ' � , I : I .1 , : I � I I - � . � � , I I . I 1:
� I " - � I 1-11 .�' - I - � - I I I -,-11 : I , - � '' -� � � , Z N- � � I � .17 , 11 � ,� � - j r - I , ;�' � .
I I � � �� --....-.-. "- ...... --l-1--l- I t--11;-!,','.'- --"' ,", I ��.'� 11.11,
'- -1--, , , ------.-- ---- -l------- , �V� I " I �
I , - I ___.'.'-'-.--- ---.-'------'j-.-------.-� i Qmw .. ..... - af�lll I
� �� " - ------'-� 1. � �! 1 '2'-'! � - I � , 1.1--, . I ,"""?"", .-I. ",
I 11 - I I .- - I --.- . , - I
'V,
", �' ,",
. - I I 1-1-l"'. 11 , , 1. - ... 11 -� ---- --�--� ." � I
I I I "', , � , ---'--"--- ---.- --- --� % ,
� I I I � .1 -.-Il-, - -"l---'-_--..-------7 (14 , a -�'
� , , - -'---'--- . .. - ...... �� 3 �-""' "I ","', f!;. , - t'll
- , --,.,-..,..,-- -- I I- -; -------"-. --- I , '' ;I, - !" �N. "I I ,;;; �1.11 r z � * ��'lqll.wo
I I I -, I I I � 'Zz ... ,-
I
I I 141* I ---.1- --,."- -."...."--..'��----,''--�ll.,---... .- I . I �_:--'----':-- --- � --ll" I " "'. ', � -
I - I I I I - I 'A " - �
I -'- .... rl"--,-----,-- I'll � 7-75--"' , - -,", I . " 1, , I
I I - . I I - -""'---' -' --- I I I ----'�*�'�'_ __ """,_ "_,_,, .---- I - � I � �l I ,- (6)
I I -- --- ,,-- --'- - , - - I ------", � . �' I I �
I 1� �rj&�7*0�- ".. - � 1-1-11 -- ----,' � I I � :: " r 7.0! -
I I '_,-,_'-mr� '. -... -... r ------ - - - - - - - ---- -... 7: � I . �11 -R4
. ... . .... 1. mm-�� �111111111111;''" ..... 1,! n�- �' ,_r' /
I I r � -- ------:r'___ r 11 .-co 1 6 . . - -- -,r_. 1-1 I --- ... � 11 6 -��- I r 1 �� �'- -;,- 1-11 1. 11 .r 1-11 -1 I.. � '' -'r ". -6 1 , . r6 I � I : � � r ' I I I Ir-, f"r. ,, ,-. 61 r. - r 6. ----omm"'�'--- ''--;-, '' I . r , '�' I ------- /- -r -------
I . , I � I -,---",--.--, - -_6 1 __ _ ____ , '_ _ __ __ I r6 .6 1 1 6 1100, TA 6 _ 11 .. - - - 'i r : .; �' '�---300"DECEL-L4 1-ill�w - - q 7 1 -61 1 - , Al I Ir r 11, ----irr tL-ll-l'*L ` -lL ---------- =-7--.: -- ---
- '�' , - �' �r M.r r I I -�4
r 6 ,6 -, __ _ _' I I I � . - -- I I �=' ---rl -, . ,:- qr � � �� I I , kE ' 61 - 'r' I ,� I I - . I I . � I " '' � - - - , , 1� --' ---
- I . 11 6 1 I _ " _ I - % .. , . ---,! - .
"�'r
- -, ".."'."d � _' � - .......... --.- 6 6 - - ,ffW. , 6 1 I _ 6, ��rl� ."�--�:-'�;-� __,.___ . �.o -�.� �� %�-= --2L'-"��---- �
I., � r I �' - - I I- I 1 6 r . I " � -- - - -;:�!�; ��� -� -��,�r- I I'M--- I I 11 - 66 1 �'
, I - --- ------- ��-� -, -'� :, , --, �4', '6.1 gk;A--�-7 " - J� r 1. � 6 1 L - -"� j'l.-'_.,_.',,2 r 'r�' i� I " I - 1 6 %OWW�- r , - -'r . --W-�- " 1. 16 1 ',,",111; i
-,
' � �'- --�!.� -- I ml-"l--4mr&-l-wlF-1A-^w'*.l 0� ..... I I "' 6 1 r 6': - ' . , , ���'4--i'� - ---
1, ----
r Ir r 6 r - - " .'� - - - - - - - - - - - - - - - - - - " . . . � -.1- � � - I . � I I r r , - ' - ' 'B'-=!-- ' r - (B � I 4r ,r �- � , - - I , I 4.1 - � , �" �
I : I :'��. ---- - - 1 4 1 "-'--_--.. 11 , r' ;i --7A-1,';*-' . ". - " ". 6. � , �: ' � 1. - ** :8 Ir I I F4m9mml-lzz;--- I ,&--"r I � I 11 -_ r r
I I . r , I co - �' - I �f I m ,
I 1 6 : - . I - -- 6 ' - - - . r I - - , , � - , , '--!��'--'�-'C."- ------.- . . . - ' - � � I . I K- '��09' r . , ; i I , r I � 0 - , T, I , 6 , , " . 6 -1 I - r . r I I I I - A I --- -- ,,,-,--w- � 1,
I 1 6 1 6 - ---" _ I I I � 671 ,4�: -�2 1 - 11 . woo - .� . I . �1' -��' ""; �
I ..
- I 1% I r � _ 6 n FL- 74.07 -- � - . Z -"O--- C. 1-1 6 . r, 11 , I lillilililii� I ; ---- 61 1 r , r - 4amak, ZW4 -aor . 116I.- � - I I
- - -'*r-2.'- - I.r-,._, -WaNgtiV#�"' r 6 -:- , , I
I � --1 -"-- _ --,v �- --=
I I '� -61 _ 6
, I � 1- -l-, r _ _ ---.- I - 1. lZmT, ; --mlwyL , , "�'? =710-14! -� I : I ,,r ,
--'.' - n' I 11 FL -a t��' �
I I I I ��ll r I I . - I I I , I I 4�k� '�' I � , - �� 1 =268,18 " %� I
. I � � I - -- I - '�' r I N - - - --- - ?� .�o ft -.,- �' .
.- I I , " . . �� I - 11 , 7 ... � ... --M'Mg��-.- 6 1 -
ii "� I : , , ,. I .11,11 , _, r r 6 - -.-, _ .." . I 0) '6 �� -r. � 6 6 1 ,- I _ .1 .I I I �111 �� I I : , " �' . - . - 11 11 "ll mios* I � ' r� ,',, r, -� I I � "�
;'rl �,�_, 1 6 ;.-, .6 ' -10�'It- " I . I r r , , I ' I r I r I . -- I _ � 4
�: " ��"�' "' . I -.1. % ;, 16,r - I r 1". I I 1. � I I I OVERH -' -1 �" I -; - � r r , I 11' 0 .m I I ��!!n- -- - - - -E
, r� ' ` '' � n , I , , I r I r I FL -273.07* I k / :: �` 1�'ll "I'l-111-1 -
I -t - ' -- 4 . r " ' "
_) - r .111, "" I-
I 't ' r � "'
* '-- r7 I �
I I : , : . , . , r'------MTlNMp21W, 1-
'
,
'
ll�' I
�, , I � - -- - - - r, I I - - , i 6 - -
, �' � --- � � - - - - - i - - ,� r I 1 6 11 6 1 1 �
"M :'_- -'-��'', "�',":',"'�' , , -�. I 1� � � I � 6 r I I I 1 6 1 6. U=U"" 11 r - 'L,-"---itg�%� tb�' I , 1--."
� r - , , . � 6 -1 � I _ _ 0 "'� " I".. I'll,
I
I "\--'_'�r � r 'Ztot, _ - � �'' i �ill
r .1
I I I
r
1 6 EAD ELECTRIC UNE---..,,, "kil I - 4cNv 1�klz�', , r, *.==-�� E---�- I --- I � . r � I - I -T� " r�- : 6
' -:':, '�� '." " �: I '� ,.'� f , ,r .- cl 1 6 '�" %, - I ;�'- I �11' I I - i E � I - 43ftmz=-wwmwu" I
�,��",r-�r';� _"��,,�"'��"��' - r , r. 67 r.- E -- - I.- - - I I - E . E , E ����'� 0) I � I z- I : � uj , 1
-,�.� ,'�r� , ' _ , E E- E - �r � I . DZ -1 , , , 6
k , I � �'---� " "";4�"'�r�" -� I ' - 1: � ' I I : I- - ---lllw�' I I � j,% �r .1 ' I I I
, r - - - I a; . 61 r
- �'-- , .�
I
_� " '61, 1� � r I r , I,; I r � _:- , : � � - I '� L -- : -
- ,",, _�_ , ; I I . 6 1 1
6 1 1 , :'� ':.�:':r', -"',,,*,,',,,-,',l',- � I �.� .�6 , , r , � ' � 1 6 1 6 1 � I - ". 6 r . � I �'-:; r; , ��, ''. :r , � - � �'6 � . , I , ' ' r r r r r I � 1 6 6 1 r,
i 6 1 ; I r . : I ,��' ,'r , I I I . I r I ; I . r 6 1 1 1. 14 1 - 66 .1o' �_";"
6
1 - - . . a � '�"
7�; "' : , �' �,'k Z' ," I - . '�' � . I ,� 11 "�; 4 . � I I ) I . � 1. . I . I I . ' : r - , 6 . I I -1 I � � I . ! 6 1 1 1 , I r. �' i� _
,r I - ,,,, '_' � - _:�' � , I - ' ' 1, r� 1 6 1 . I I 1 6 " r - I r 6 6 � , r� ��' � 1: 6,r , - I r 1, 11 6 1 , . r I I � I I
r �'� , �'_ I , r ' 6 0 r 1 ��7 1 6 : ' r . , 4 r I I I r - I I � I � (D"' , - �
I �" , " - - -� - - �11� 1 -m4w, 1 - - f-� :. . '�
I : , 6 �' .... , j I � I I I r i .
' � r r
I ' r I - " - , - , - , I I � r I � 6 - - - " - - - - - -
, 6 , 6 1 1 1 � I - - 6 , r r I ---- .. .
r , � I . I -- - - - - -
- I � - ,' , " I I :1 - , 6 . "� I r � ;. , -
7 6 ,-",6, ;' . . :1 ,� �: " . - - -
� I '�.' 6 �' 66" : , " 6 1 :i. - `- - - - - .;� - - - - - � - - - j - - - - - �
' I 6 6 , 6 � ' � I I
[ .rl � % ' 11 r '�" 1 '2'6�� - �' I I -------- � _ 1 6 r � 1, - I - I I I --- I I =-- - t -- - =--A"w � I Ir 6 11 _2�VV , r � '! 1 _�'�� - 'W , -Nf ''I'll'' 11 ". 11 -- -24!'W - - - -
� : : s' ", -, I . . :"- ' - "I - . , -'�4146� -- ; 4 I - I I I .1, I 24"W r I '�i'�" I r � . 24*V I I I 24"W I
: � , .m� �
, I I I
-
I " I ` , -------24! 24?'W- * 2*"W- 6 �V , , 124!
y'6 2-2 , 6 , , , ", , _r-, I r' � " � , "� - . - 'r ': I r r , I - I 'r I . r � . -
, - ' - A�� ' 6 1 � I I I 1, . "� . I r 61 1 ,� . - 7! r r 6 - � _ , , r 6 1 , I . r I I �
- . I ,
' , I - I 1 6 � I
, I ..,r - � ' I 1 6 1 1 11 r r. r -----' T
- I I . , - 7 i ,6 - I I .1 �r * I p � r r 6 6 , I I . T I I T-----' T
"
6 , r , 7"�'-"'." 2""'; 6 1 � 1 6 -6 1 � I ,
-,-- - , .
� '' I - , "r , ' - , 1. - 1 1116 .61 1 , �
, I , ., r - , , '? �':' : I I ' -1 I "I � '. I ` . I I I r I I I , 6 1 1 . 6 r I . . 61 1 : I .1 I - .
,
- , �' ��"� �' I �� -;'�'' '-'.!� � � ,,r '- '�' ' ""' 61.'��": ,,, I r 6 -1 -' r I 1 6 1, � I r ', 6 � I � ,, r, , � ''. T -------- - I � I I I" POLE
", - . - , 6" , - , -1 'r,"', ' �':��' " 11 �'r r r I I 1 6 1 1 , � . :: 1, , � t r . I -T----------- I " 11
, , , �'- -- .'�, - �il I r I EXISTING 24" WATER LINE . I
- , , , 6" - ' I 1 6 1 1 � I ,
�- " , - �."' � - , , ''. ; � . , r , � : "I . . I I ,,, I I I
�' i -� 6 6, ., �� L 6 ��"% - 11 " 6 - � . I " 1 6 � r I . I I ,
- �� r t I - ,-" - , - .� � ,rl .�- "" I - I � - - 6 1 1 r . 6 1 1 11 I - I I r. I r' . r . .
61" _ 6 ; 6 T I I � 6 6 1 . . .
�-' �11 '11�': I 1 6 , , - -, _ qljr : , t , , �' I -- I T, I 11 6 1 1 r I .1 6 T
� , I , ,", , I �n 6 1 �'L I - I -1 - . I I � I 1 6 66 % . I
- -, 1'6 - - I r [ 1- I r T " I , -T- T- T- - I I T � T-7 T � 6 I T 6 1 r , 1 6 6 1 .� I 1 6 . I r I I I - I
F ,6 � I W I'� " , '�" ' r I r --
� , I : _ I I ". � . . . . . . . . , , , - .�- � - - - - - - - - - - - - - - - - - - - - - - -
, , - - - - - - - - - w -
�� : �' ' I , � I � ; " r , I " 61, , - " -" � , - - - - �- - - - - -_ _ I . - I � "
r; I �- � ,- � - - - - I
� , I I : .' - � . �-;�� i. - - , ,� � - --- - - - � . I I I r ,
, I � 7 7 7 '77 7 _' !" , :t r ' r � I .
z � I " -, 1 61 1 ' � , I , "-'� ,,- " ,- I . - 11 " . 6 1 6 1 .:r I . I , I I . 61
61 1 . I I _ r �`,;�'_'j 16- , I . I I I r I
..'
I j ' ,,, I �r, -
I I ,j � �
6 : I , ,-' " - I I 'r I I r
r I - 6 - � �11 -11 I - _' � ", -f �-. , '�' I I , r I I 1 16 " , I � 6 1 1 � I � r � I - I I ,:r 6 1 1 6 1 , jr � 6 6 1 1 Ir .1 I r I I . . I TELEPHONE I - Al
_'
,
I I I r r I , , '.'r'� �� ,,, - � . I : r 11 - 1� - I I . I I . I 1 - 1 1 , 1, . I
�
� -l' r . . I � _�: r '�' � 6 .1 I , �;A � ` 6 1 66 6 � 6 r 1 6 . I I I � ; - -, � r I . .1 6 1 1 1 r r , 1 ===== -=
, �'." I - ,�' I I I r - � , . I r I I - I 1 6 1 . . I I I I r -- Box ----�'--r-
I � " . , , r / ' "I �� I 11 I I I ItCITY OF COLLEGE STATION. TEXAS r : I ,UNDERGROUND jael-IONE. �CMI.E - I I 1 6 6 1 1 � I STATI 1 6 1 r I I 1 6 N
I
�
I
��
6 1 � '-j 6r ""66 1 1 . 1 6 1 1 r r I . CITY OF COLLEGE� �, ON , I I I
, 1 6 �
I
I I r I
I ,�� ��i ��' r :' %, , ",�.,%_6, �,' _ -1.111111.1 I I . I I . I I , : - 6 61 1 . I I I I I r r 6 6 6 1
r -1 , - I r I I , t .1 . � I - - � . . . : �, I I I W ' MDE LMUFY EASEMENT r I r r r 6 1 � I . 1, I I . I r I I . - 6 � . r 6 r . r I I I � . I 1 6 r � % 1�
I r I .1 ITY OF COLLEGE STA71ON . 1 6 . 6 1 � 1 6 1 11 - '�r 61 1 : , I � : r� . �l I I I I I r I
I -11 I I I . ; I � 1� I /r '�r �: :' , 6 i , 4, � r . I I r ,
I j,�, r , I . I ,"'- '4 r I I
. , , �r '..4
r
__ r ,20' WOE ELECMCA�L �EASEMENT r .1
." , ,
. , ..' I .' r,.,, -1-,'rl r I I I "z I . I 1 .6 1 6 - I ,� I r I I r I " 6 r 1, I 11 1� I I . .- 1 61 1 1 �' 6 � r . r r I I I,- r : . - I r 11 6 1 - r . 1 6 6 . I . 61 TELEVI
" 11-11 �� ,�6" 11 1 6 1 ' ' I . -
, , ,
, .
, .
I , �'' I EXHIBfT `A* I r r I r I I
,
,
,
, �'.
, �'.
r :- 11 , - _ "I . ,. - 1 4v WIDE ELECTRICAL EASEMENT I 1 6 SION �
. ,
. ,
- - I ' � , ' �-�11'11.11'--- "��6�" -��` I I I EXHIBIT: 'e' 1 6
1 '� .), .
- � ' - I �',--: .
" - r L I . I
.
- 1 6 1 � " � 1 6 , � :' r ' - ' " ",r �r � "''� ':1 I " I I r 11 . r � I I � r . 1 6 6 .
_
_
_
_
: � _
� �' '�l , ,
: ,�_',_' _ r I I . r . ' � I � I . - 61 r I r 1 4 . r : I
I 1� ' ,� , �' �' , I , EXHiBrr "A' I 1. 1 6 6 1 : - VOL 589, PG. 21 8 I I I I I .1 . 6 1 . �: 689 , ,
, �:: I ] / , . r 6 r " � � e, " ', ,__ I I I I I . - -1 11 6 1 1
, � , , .1 '. - ' I � . I r , . , r I . . I I I PEDESTAL
-1 I .1 1-11 .1 ,r I , . ''-: , , 1 .. �','r � ", ! I � I 1 �:6 _g' I ' 1 6 16 1 1 ' r r - 1 6 1 1 , 1-1-1- I r I � VOL 723, PG� I I 1 6 11
I � I 1 6 .. "I , r' 1. 6 1 1 . . , 6 ,� � 11 � I " :. I., r 6 . 1 6 11 . I r I I I r - 16 . � � . 6 1 r r . I ' ,, I . I I 1 6 r I I I I I
I 11 " . I I r 6 16 1 VOL 723, PG. 689 1 r I I r . I r 1 6 1 11 I - 1 6 6 11 I I 6 1 1 6 -1 I . I I I ' I . .- � 6 1 . I I I I I I " I
r
I I . . t'-�"' , r �' Ir r .6 1 � ; I r " i I I . 6 , 1 6 �6 r I I I . 1 6 r I I I I I . ' 6 6 27"SS
. I . I : " � . -6 � 6 6 6 f "I r I I r 4 6 � r : r . )' r 6 � I I . � r I - r r I 11 I 1 6 .6 1 - 6 6. 1 1 1 1 1 . r . : 6 1 rr 6 6 11 . I �: I I , I I r I 1 -27 27'
i ��:�': , I 1� I I I 1 6 . 6 --.6' 6 1 6. r I I 11 . I "I 1 6 r ,� 117 - '- � I 1 6 6 1 . I - I I
� I . r r � I I , I I I I I I . . r r
I I I f 1-11 6 ' ". �' .. r , Ir 1 6 - � 6 ': I I I 1 6 . r 1 6 1 1 1 6 . I 11 : I I - I I 11 I I I 1 6 � ' r I . I 1 6 6 . . I I I I I � I . . I ELECTR
, I I I ' I I I I I 1 6 1 1 1 . I I I I I I I . � 6 � 1 6 . r I I I
I . : 6 1 " , " ,r r j I I a, �. I I . 6 1 1 r . 6 1 1 1 6 , I I . , 6 6. 1 . r, I I � 6 1 6 1 1 . I � - I I r 6 r I 1 61 1 1 C I ��' , I r
, I r I . r 6 1 r I . , I I ,r � I � 6 1 r r . r 6 r VAULI "
� I "' ., I r i 1 6 ------___ ' r . 6 1 1 r I I I � . - ,. : . I I r , I I %, I I r - 6 1 � r r . r r6 I I " 6 6 � 6 1 :
,r , 1 6 : 6 1 1 1 r I I 1 .6 6 1 � I I I I - I I 11 r I I r
1 6 : " 1� � � r � . I I ,r I I I I . �
I - I .. I r I I I I I r,
, .
I Ir I r.: , , 6 r I I �- � I I ' I I I I I I �- Z----]. 1 6 1 r I I � r 11 61 1 1 -1 . 6'11� . r 6 1 I '6 6 1 1 1 : .1 " I r 1 6 66 1 .. I I It �'
''I -1 r "I'll I"/ 1, .. . . i I . I . � � � I . . I . I I r- - - I- _ 6- . - . r I r 1 ,6 11 I .1 I I I r � I I I I - . . ..'
(3
1
z
r 0
ry 7
Lli
::D I 'C) 1-1 C'j L'
co F\j L -n
I,] '=
>-
z (\j
uj I r- \c) co -.
:> r- 1
- M
� 7, LLJ
�6 ,ID -L
" < 0 -I .,I �
- >
- o ry
0 uj < 00 co -
< 1- x -- 2-
1 7 :D
)< - LU 0' 0' a
Lu D �- r-- r- -
- c/)
Lli
F-- U) 0, 0, LL
f � � L
- -)
k' (D (
c/i < (I
-j ><
21 z
- -
I <
- >- di- < cl
C) ly- �-- L'- �-
-1 m I
I�&-'-
I
kw, a m "%P,- I
I
1 11610-
0 WON TkA
� I :�� � I I I I I "I I
, -
.� � . �
I , 'm � � �-�� -'%-��� I I
� 4 1 � � i
' "
I I - .1 I I � I I I I . � � I - . - I I I I
I I I I I I
� I I I ,
- I I � I � I I
I �' I � I
-I . I , I , . � . I I , � I I I � � I I lm*� I
. I I I I I I I I I 1. . I I
I
I I I 1: I . I I � I ,� I 0
I I . I I � I- I I Q -
I
2:;:�f-
A,r -----
r I I
� I
-
, CL
-
10,
!e "
4
I
m ;;.
L
I I
� I
�
Q-- 1 . I � I
I - - I I
. � I I I . � . I � I I
I ' �--% .. � . I I i I
4"t I
I
� � . .�
I . � . � I
I I I I
. I I �� � I � �� � I I r " I I I I
- I I � I I I
I
,. �
I I I I I I I I - � �, 0-1
� I I
I I I I I I I I I I � � � . � I I I I W C4
� : I I I I I I I . 0
. 11 I . � ol
I
:
�
I
1 .0
-
i R
� , I
I
-,
-"
!
� , I . I I I
i
- , ", I 11 - I I I 1 7 / I
" N I I � I * i I � I
I--,' ) I
" I
- '
I . � � I I � I I I 1. I ''ll I I � I - � I
� I I . I I I I I . -
� I I -1 I I I I
� - I I I I I I . I I I 0 : I
. � � I I r I I . I � � . I I I . .
I I I . I I I I � I
� : . . �
t j ; ! I I
i � I
! I
I ! I - �
� I � i �
� i T � t
i t
0 1
'3 -
-
,O-
I
I
1
--- --- ---" --Q
� � I
z >�
�
I . I �
I I ,'I
I I 11 I I f I
- I '' I I :1, 0
1, - � I'll �: 4. I - I I I I
I I
I . � . I I � I I I � I
I � I I I I I I
I I I I .
I I I "
I
I .11 I I I I � I I � 1
I
I I I � I I I . L
, I I I I . I
I I . I . I I
I I I L)
W � �
I
In � I
� U)
I t'
I
W,
I :
" , I I � 11, . I . I I
14- I � . I I � I 11 � � I I �
I � � I I I
. I , �"'lil'l " I I I
.
'
. I I � . I I � � . I I I � I � I
I - I I I � � I I � I I I I � � . I I I I
. I
I I � I . I
I I I I �
I I I
I I I � ' I I I I I I
r I I . � I . I I
I � . I �
I I I . I
I
1, .6 1
N
� wl
�
; :
"
I I I
�'
I
1
I
r
i �
I I I I � I � r .
. I I t" 613 � . , . � � / I I I /
I
I I � � � I - I I � I � . . I
I I I 11 I
I I . I , I �r I .
I . I I �
I
DATUM ELE V
; I �
! i I
. I I � i I
I i I � I i
1
I I I I
9 i �
d ; . �
- -----'.-- - ------------- -"-'-----'--'---'---L -- -- -------------- :--- ---- ---- �--.------.-:
I
' i
. ;
: �
r ;
; I
� I I � I
�': I - � 11 ., I . I I � , . ;
11 I"
" I
�' . � I I I "
" � I I I
1
I I . , I . I I I I I
I I I . I- � . I I I I � I I 11 � I
I - � I . I
� I . 1, 11 I . I I
I I I I
-1 - ' � I - � . 111. I � I . � I r I
I � � I
- " I
I I
I
I
4'� ,
.
.f ,
I
- ----
I I
I
I I .1 I I
. -4 1 '' � I -1 I � ,
I I I , �i I I I 11 I � / : . � , I I i I I I
� - 11 I I
I I I I I I I - . - . I 11 . I �
I I
� . I . I I 11 I
I
* I . I I I I �
� I I I 11 I I I � I I . I � - I � I � � . I I I I
I I - I � I I I I
-00 20.00 40.00 60.00
265. I �
I
I
. I
� I
I
,
I
I I I - � . .11 I " � " '.' I I I I I I . I
� :4, � I , I . , - '0-' � I I 1 17 �
I , - I : I . � 'i ", . I I I . I
I , ''. I � r ' , I
r I I I I I I I I I I � I
I : ".�- ' � �' , , : . I I ' I . � ,
: , I I I . I I I I � I I . ,
I � � � I � I I � I I I r I � I -1 . /
I I I � . '. . . I . .1 I I I I �
I � I � � � I I I � I I I � I I � � I I . � " I .
I . I .1 , � � I I I I I � I
� 11 . :
. , � I I I
I I , . I � I I
I I � I
I
I I I . � I . r . . . I � I I
"I . I . I I I I � I � I � � I -1 I I I I I I I I . I � I I I I I � I
I I I � � I I . . � I I I I � I I
� I I
I .
I I I 'I, I I I I I � � , I .
� I I I I
11, I
I
1 10-00
I
GROUP HWY& I
,
�
I I
I I
I � I I
'
I
I ,
I
I
I
� I
. , c
' ' , .
I
I
I
I
I � 1. � I � I ; I � �.� I �� I
, I I I
. I I I , , . 11 I -1
-
en I I � I I "I% �11':' , I I I
I . - I I I I
r I I I I .
I -i I
I I . I ''
I I ,� I I � � I I I
� I I � I
�
� I � I
I . I . I
SECTION 3
I
� I 11
- I I I � � I 11 I I
I I 11
I
.
� I
'!
I I
..
"
90.%'-�%lk %'t
()'�. I
I I
2:;:�f-
A,r -----
� It
-
"� 11
I
I
':�-j�p
*�..--l*'**
00 ..
0 * :
e- . ...... **** .................
.. *
*. *
.
� i -
iO ALFRED A.
PAINE
d"," ' �"
Is ..........................
.
,o V.. , 97221
�
I
* *i
..-
_ ..
.- - -. -- ---,---- -'-.-------' ----- ---- - -- - -- - -- ------ - - - - -- I ------ - - ! I I � I ; I � -4 y . t � � . . . . . . . . . ; �" , , � , r j I `111"�i li � - � � .
I i , I PROPOSED 8- � -/ i I I . � ''. .. "�p". f'L4,,,;* I � i I �
'
i ---� � . I I I I I I I ! I I I � i I � � I I
(m � i w ; . q I :
I I I � I
? I ADE ! q � . � � � L . w
:�' z LIME SUBGR i I I I : I � � .
i i I i zi i I , I ! I �
I I i i i 1. I � t , . ! I I ��"' : : d : I . �
"a - I j ! . I I I , ! � . ; I � I '-'�'�'s' . I I
i � � I I I I "F� �.'' �' i :
I I . I I 11 1 1 & �` �� ' - -------- ---..--l----; . � I
� w I z 'X - ! I , r I 1 271.00 -----.'�'l ........ .. --l-, --f-11-1-1- 11- 4------ I � � 271.00 '�-', ')'S'.� - ,�� , I
� � I
- I , .
. z I I w 6 >- � , , � I i I I I ---';�:. I I -�� : I
I I'll, I ( I ' I ' I � , ,
, i I I i � 271.00 ---l- , _ i 1 271 PROPOSED 7*
a) " X rl ,- r. I � I I I C R ". : I - -- -- -- - I --- -
. I I < I ! � ; ; � I . .00
.", � 271.00 - --- � -- - L- --- ..,.---, .'� � I I I I �
, --- -"- ' - " --. -, . -1--1 --'------.l- --" I I " ; I I � I : I I I I ; I -K,t- - PAVWE14T -
0 271.00 �----- -.� - 11 --l... -- I f2 * I 1-I.- -,.-, 11 I I � i I PROPOSED 8' 1 ; � i I � �
.2 � ; 9 ... �---- rl I . i . ! � I I . ! .:, : I � , - ;
� � I < ! 0 cli C4 1 � s w LIME SUOGRADE J . , . I I q '-- I
� I I 1 14.1'--�,' I . I I I .: I : I
I I . CL ; I I a_ � ; . 6 i I I z i I i ; 1 , , " , - I I �! I i I .. ,-" "'� I � ;
I ! � . � � I I � -d � � .
,I � t ; � I 4 * i . �� �- -: , ", �
i � ; ;= I . � il � - , I i ! � , � ui
1 r -w � ; >flj - C t.- i . �- I ! . I I n I I i � I . ; I I It .. I . I-
.
41 . " - I i . z I I I I .1 i 11 11 I � I . - I I I E S "I -�c
0 1 i I i -� ^0) , , >- i 270.00 --.-.-----l----..- -------- �--- ------- -- -1-1- -1---l- .... I I I I 1; I ! 1 270 00 ' �- - --I- --- I . -.----- --� I r t I
I I . i w : I 4 I w i I I - -- I � ! , . 11.1 � j. 11
.
-le x � i . i 0 f I m 2 I i� c � � , �-13.6 -, , I fik- I I - - ----- � ...... t I � . ! - - 11 . --1 .'-�- 11 - ��---- 11 -1. j
I I � I m ; j2' ; j 1-,- ,:, - -1 - - ------ 4 i � 270.00 ''f?- ? I ! - �� - '�-' I :
L- " 9,7n nn I 11" i ir 270.00 --- _ _ � I -, ii - --- . I � � . ai6§�" : - Us ,
i I - � , 1 _ -, -- -. -4- -1.1. : I I ED ! i 270.00 0
-, ?= ; � �
� - �".---,,--..��-I"..-..��---.,-.,�ll.,�II."--.--�� r I --- f2 �-. I ; t . � I � I
I 0 ; I ; t -- - ""I I I �- � i I I 1-1 f � I i � . . � 11 i
I
I � ! I < i I - 1-� in: �N tl i im I � LIME SUPGRADE 1 - ji I I PROPOSED ' � . I
�
$ � . � � : 5 cy !o 0 I I I I . � I ! LIMESUBGRADE / � I � /I /.
'
I >- i , ; I I i
� � CL i ' � i ! Kj -, � � �
I z ;
' I I �' � ui I ; I � � ; I �
� I- ; ; j I I I I : 5 � I < ; . � � I I i � �
3� � ! I [ "' - - ' - - � m i I i 11 � � 11
! � ! ; ! I I C-,*) �- . �& 2 �- � I � , � , ,
I I T >� J i ; Z� �� n 3: 1 1 1 1 1 17.1, � . ,I � . I ,
. i � I i I I I 1 269.001 � ,
; �
I --t , I ! : � � ; I I � ; n - � i " �i ' � 1-
I t � W. u- m I 1 .269.00 -�!-'---- --�--1---.. -4-11-�-' .-.-,-,,.--.,-,- - i ! 1-1 1--l-i-l- - - --l-7.----'------' �
� I � , I � � - -- - _4 "-- -"'--'-"'-�---- - - ;
i � I � 0 � 269.00 1 1 - -----..-ll------.'-- - - .- - . '-- � �4 I' � '- � --.- -- , -- r. - I � - I - .- � --- - -J "i. - � -- --- I . - I � I I
I to � � ; � i x � � I-- -*--- - I b- - - ' ' - �
I .
"I I I L : ! : - ! < C14 0 � . � I � � Z ; ! � I � 269.00
1 i i � � I � i I ? , i -- .1--l-, -;--'----ll-- "I ---
; � w I i I I I �
I ; f I I I a. e r�- � I ; I . . t
I I -11 . 269.00 h>t�k--- -- - --l- -- ----- L-1- ---.- ----.----.----- ---------- -----(�: --- --- - � I 105 � �� I �- -
269.00! 1-1-11 -----'.---- - 11 � - 1-1-- I'll I j I .0 I ; I : i i :
I .
i-- - -",- ,---- ,*-,---,-" - --,7-,- ! ; I I � �- � ;I :1
: < , � : . : i i I t 6 C'� ,= j � i ; F OPOS 8 1 1
� : : ; � i ! i � , I , i , i , � - i
I I I t � . I ; � I � i ! �
� � I r i c9li i � f-- I I z I �
� i i � ! i >2 .'. L� x >- I i i j � I
� I j I i I � : I 1
41, � I : ! I . � i I ! I ui I I I L ME SU, E �
, I . ; I ; I ; I � � uj -a I 0 . i � I i i I � : I I � .
I : � I ! . � � � t y I i I i i � p I .
I I I - I I . � I i i x � LL � � , ! � � J I �
" I I I i I rx : . I I i ! ; :�:�' � I W I
I ! i ! � I . I q
I �
, I � ; . I i I * � � I L------.' �=-'--mf- ! ;
- 4) I ; I I � i : i I I i � i � I i 268.00 ,.-.-- --.-. -'! .
I i � i ; ; 268.00 I L" -'.----.--Ll ---,.,,-, -1- -I..------ ---i- ----,- - ----i- - ---------! - ---.----.-i I'----. - IS'--'------' I -- t ------ --,-, , � � I
� ! t i I i �--- � . . ; i I I ---fuz -- ----- - ; � �
ml I . . � I ! I i 268.00 -<---'---- 268.00 . I- ...--.----,. --.11111--- - - -.- �-- - --,.- --"
� � I i ! ! I i : ! � I � I -----'------ -r--I------.-!- - ------ I I ! k
I 0 , � ; : I I I i I I a. I I I I-- I ; 1 1:3 ! ! I
, I ) ! 268.00 f 1-4-- "I ..... . .. i I �.-.,-,.;�-11I.-I�-.-�-..-,.,!-,..�-1-1-�. . ' I � i I i I .
. ; : i �-- - ---- -- -,-,-.",- -- ! - � ! i ; I i i ! I � :1 - ! I � .
I I I ! ! I � I z I ; I � :
I 268.0OL.-'-.----l'-Jl--.' - --- - --- ----- --l-I.- - - .1-1- I I � I I I I
I of I . z � ; : . 3 : � I I ; p . � I ! � I I � 1 6 I-,,, ,,- ;
I .� i i : ! . � i ; i ! . � � ! i i � I C -V , I -'� � jw ; 1; � �
1, I ! � . I I i I i
I : I I q I I I .m I I I < I
. - I ! i : I ! � f � : I "I I , I = " f i L- - 0 1 � I I � � ; Z: � I � � : ;
I -
� � I ; . I ! I � i � : � I - I I . I
r- I . ; 4 p ! j i i � ! : I I � T I :I I � w ; � I I . � ! ;
. � '
� . 1 4 1 i i i � � I X ; � a c; � I I
I ; I ; � . I f � p I f . I I I � , w , i ; �? 'o � > I ; L� .
I 0 ; � � ; I � . i ! . : � I i , , i � � I i I � , e . I .
, ; -+-- rl ,---* I--- -- � I I f
I , Q� ; - 1 16.�
� � � � � I i ! � i I . � � ; I . ; � . - I i I ; I
. ul I 4 I � � i I roo <----.- .0----,.-. - i I i
i I r ;� - - - - - - ,---...-. � ...... --..-.7.[,-. ,-,---- --F ....... '----.�-11--------1 I ,-- - -,-- :
I t . . . I I � I ;
i . I : I � I i . � , I I ; ----- ---1 ' � , � ' I I �? I i Z . . ----- -.11 - - . - - - . .-.- --- . . ,. -- -- I ..-- - 11 . -- � - -.1.
�. I I ! 1 267.001 , , 26, .Z
I r- I � . i ! I � i I � � I 267.00 1 '-----.'-- -- - --- L - --j-.- .FT!�--J- I -� F�----.-----1---l---J -------'-�-:f
�� i -11 ------- 4 I i �-
: � � ; ! i I . I ; -'o � I.- . 267.00
- : I ; : I ! I(-.4 , I � N I .
I 1. . I � 267.00; -.-.---'-'-.'!--.---'-. � ---, .- --.�.--�-1-1--...-,-.-..,-,-��,� ... -'----- ... . 4 ! , 3 Im � ; M
I z 0 / . uu �:' I -.- 1. - .1 - " i ' ' ' - -- - ' - ". '-4 ... - - 1- - I � ... - - - .! I - - I -1- - 11 - - - - - I - - . � - - ---- I , I I � i . I I I � i I � >� .j .:j ! i i I - � is 't . ! . .
, ' ; IL L� 4 �
I � � .1 11 . I w L� I � � I I W
I ! I I I I � : ; ! i � � i ; : ; ! , � i I . I � i a 7 1 ! I I
I . � I
,� I �(D I I ; i ; � . i ; � i ) I i � >� � I � m
.
I - I i ? : � I j 4 ! I I i I I I . . I i i � w 4 0 s to : I i ; .
� I ; � i ! � I I i I i (D ; 0 ! -
I i i i f I ; !Z � rr ;� a Q
! SCALE: 1 "=j2n0l
'
i
-
- -11-11--- I
:
t DRAWN BY: BLB
�
,
7 1 P
---.l'---- -l.--.---l--..l i
I
. z
� I DATE:
.
I
I I
I I �
- �
!I z I FILE: SITE & GRAOING
------l.-.-:r;J------l'l
>- � 1. I
I
- 1; i 11
� . � �-'
I I
I - I
! -
� - N I ,
we It
11 I willl�
� I : I � .
I I I I I ; i - :
I � i I �
� . I
I � � : I I i I j i
�
� 1 " ! � i !
I I ; ! �
; I ! i � 266.00!��,.---,-.-�-.1--,-..---,.,---.,�-I - -'------ -1 - -
I --. 7---,-- --'---..--.-'�
. � � i t ; 4 t _4 ---. - ----."
7 ; ,
- - � I - ---
� I - I
t - ��
� I
I
I I
-
I
I
1 266.0 0
z
9
I
I (f)
�-
a -
of
� �-
L)
V)
LAJ
1 .
0
.- - -. -- ---,---- -'-.-------' ----- ---- - -- - -- - -- ------ - - - - -- I ------ - - ! I I � I ; I � -4 y . t � � . . . . . . . . . ; �" , , � , r j I `111"�i li � - � � .
I i , I PROPOSED 8- � -/ i I I . � ''. .. "�p". f'L4,,,;* I � i I �
'
i ---� � . I I I I I I I ! I I I � i I � � I I
(m � i w ; . q I :
I I I � I
? I ADE ! q � . � � � L . w
:�' z LIME SUBGR i I I I : I � � .
i i I i zi i I , I ! I �
I I i i i 1. I � t , . ! I I ��"' : : d : I . �
"a - I j ! . I I I , ! � . ; I � I '-'�'�'s' . I I
i � � I I I I "F� �.'' �' i :
I I . I I 11 1 1 & �` �� ' - -------- ---..--l----; . � I
� w I z 'X - ! I , r I 1 271.00 -----.'�'l ........ .. --l-, --f-11-1-1- 11- 4------ I � � 271.00 '�-', ')'S'.� - ,�� , I
� � I
- I , .
. z I I w 6 >- � , , � I i I I I ---';�:. I I -�� : I
I I'll, I ( I ' I ' I � , ,
, i I I i � 271.00 ---l- , _ i 1 271 PROPOSED 7*
a) " X rl ,- r. I � I I I C R ". : I - -- -- -- - I --- -
. I I < I ! � ; ; � I . .00
.", � 271.00 - --- � -- - L- --- ..,.---, .'� � I I I I �
, --- -"- ' - " --. -, . -1--1 --'------.l- --" I I " ; I I � I : I I I I ; I -K,t- - PAVWE14T -
0 271.00 �----- -.� - 11 --l... -- I f2 * I 1-I.- -,.-, 11 I I � i I PROPOSED 8' 1 ; � i I � �
.2 � ; 9 ... �---- rl I . i . ! � I I . ! .:, : I � , - ;
� � I < ! 0 cli C4 1 � s w LIME SUOGRADE J . , . I I q '-- I
� I I 1 14.1'--�,' I . I I I .: I : I
I I . CL ; I I a_ � ; . 6 i I I z i I i ; 1 , , " , - I I �! I i I .. ,-" "'� I � ;
I ! � . � � I I � -d � � .
,I � t ; � I 4 * i . �� �- -: , ", �
i � ; ;= I . � il � - , I i ! � , � ui
1 r -w � ; >flj - C t.- i . �- I ! . I I n I I i � I . ; I I It .. I . I-
.
41 . " - I i . z I I I I .1 i 11 11 I � I . - I I I E S "I -�c
0 1 i I i -� ^0) , , >- i 270.00 --.-.-----l----..- -------- �--- ------- -- -1-1- -1---l- .... I I I I 1; I ! 1 270 00 ' �- - --I- --- I . -.----- --� I r t I
I I . i w : I 4 I w i I I - -- I � ! , . 11.1 � j. 11
.
-le x � i . i 0 f I m 2 I i� c � � , �-13.6 -, , I fik- I I - - ----- � ...... t I � . ! - - 11 . --1 .'-�- 11 - ��---- 11 -1. j
I I � I m ; j2' ; j 1-,- ,:, - -1 - - ------ 4 i � 270.00 ''f?- ? I ! - �� - '�-' I :
L- " 9,7n nn I 11" i ir 270.00 --- _ _ � I -, ii - --- . I � � . ai6§�" : - Us ,
i I - � , 1 _ -, -- -. -4- -1.1. : I I ED ! i 270.00 0
-, ?= ; � �
� - �".---,,--..��-I"..-..��---.,-.,�ll.,�II."--.--�� r I --- f2 �-. I ; t . � I � I
I 0 ; I ; t -- - ""I I I �- � i I I 1-1 f � I i � . . � 11 i
I
I � ! I < i I - 1-� in: �N tl i im I � LIME SUPGRADE 1 - ji I I PROPOSED ' � . I
�
$ � . � � : 5 cy !o 0 I I I I . � I ! LIMESUBGRADE / � I � /I /.
'
I >- i , ; I I i
� � CL i ' � i ! Kj -, � � �
I z ;
' I I �' � ui I ; I � � ; I �
� I- ; ; j I I I I : 5 � I < ; . � � I I i � �
3� � ! I [ "' - - ' - - � m i I i 11 � � 11
! � ! ; ! I I C-,*) �- . �& 2 �- � I � , � , ,
I I T >� J i ; Z� �� n 3: 1 1 1 1 1 17.1, � . ,I � . I ,
. i � I i I I I 1 269.001 � ,
; �
I --t , I ! : � � ; I I � ; n - � i " �i ' � 1-
I t � W. u- m I 1 .269.00 -�!-'---- --�--1---.. -4-11-�-' .-.-,-,,.--.,-,- - i ! 1-1 1--l-i-l- - - --l-7.----'------' �
� I � , I � � - -- - _4 "-- -"'--'-"'-�---- - - ;
i � I � 0 � 269.00 1 1 - -----..-ll------.'-- - - .- - . '-- � �4 I' � '- � --.- -- , -- r. - I � - I - .- � --- - -J "i. - � -- --- I . - I � I I
I to � � ; � i x � � I-- -*--- - I b- - - ' ' - �
I .
"I I I L : ! : - ! < C14 0 � . � I � � Z ; ! � I � 269.00
1 i i � � I � i I ? , i -- .1--l-, -;--'----ll-- "I ---
; � w I i I I I �
I ; f I I I a. e r�- � I ; I . . t
I I -11 . 269.00 h>t�k--- -- - --l- -- ----- L-1- ---.- ----.----.----- ---------- -----(�: --- --- - � I 105 � �� I �- -
269.00! 1-1-11 -----'.---- - 11 � - 1-1-- I'll I j I .0 I ; I : i i :
I .
i-- - -",- ,---- ,*-,---,-" - --,7-,- ! ; I I � �- � ;I :1
: < , � : . : i i I t 6 C'� ,= j � i ; F OPOS 8 1 1
� : : ; � i ! i � , I , i , i , � - i
I I I t � . I ; � I � i ! �
� � I r i c9li i � f-- I I z I �
� i i � ! i >2 .'. L� x >- I i i j � I
� I j I i I � : I 1
41, � I : ! I . � i I ! I ui I I I L ME SU, E �
, I . ; I ; I ; I � � uj -a I 0 . i � I i i I � : I I � .
I : � I ! . � � � t y I i I i i � p I .
I I I - I I . � I i i x � LL � � , ! � � J I �
" I I I i I rx : . I I i ! ; :�:�' � I W I
I ! i ! � I . I q
I �
, I � ; . I i I * � � I L------.' �=-'--mf- ! ;
- 4) I ; I I � i : i I I i � i � I i 268.00 ,.-.-- --.-. -'! .
I i � i ; ; 268.00 I L" -'.----.--Ll ---,.,,-, -1- -I..------ ---i- ----,- - ----i- - ---------! - ---.----.-i I'----. - IS'--'------' I -- t ------ --,-, , � � I
� ! t i I i �--- � . . ; i I I ---fuz -- ----- - ; � �
ml I . . � I ! I i 268.00 -<---'---- 268.00 . I- ...--.----,. --.11111--- - - -.- �-- - --,.- --"
� � I i ! ! I i : ! � I � I -----'------ -r--I------.-!- - ------ I I ! k
I 0 , � ; : I I I i I I a. I I I I-- I ; 1 1:3 ! ! I
, I ) ! 268.00 f 1-4-- "I ..... . .. i I �.-.,-,.;�-11I.-I�-.-�-..-,.,!-,..�-1-1-�. . ' I � i I i I .
. ; : i �-- - ---- -- -,-,-.",- -- ! - � ! i ; I i i ! I � :1 - ! I � .
I I I ! ! I � I z I ; I � :
I 268.0OL.-'-.----l'-Jl--.' - --- - --- ----- --l-I.- - - .1-1- I I � I I I I
I of I . z � ; : . 3 : � I I ; p . � I ! � I I � 1 6 I-,,, ,,- ;
I .� i i : ! . � i ; i ! . � � ! i i � I C -V , I -'� � jw ; 1; � �
1, I ! � . I I i I i
I : I I q I I I .m I I I < I
. - I ! i : I ! � f � : I "I I , I = " f i L- - 0 1 � I I � � ; Z: � I � � : ;
I -
� � I ; . I ! I � i � : � I - I I . I
r- I . ; 4 p ! j i i � ! : I I � T I :I I � w ; � I I . � ! ;
. � '
� . 1 4 1 i i i � � I X ; � a c; � I I
I ; I ; � . I f � p I f . I I I � , w , i ; �? 'o � > I ; L� .
I 0 ; � � ; I � . i ! . : � I i , , i � � I i I � , e . I .
, ; -+-- rl ,---* I--- -- � I I f
I , Q� ; - 1 16.�
� � � � � I i ! � i I . � � ; I . ; � . - I i I ; I
. ul I 4 I � � i I roo <----.- .0----,.-. - i I i
i I r ;� - - - - - - ,---...-. � ...... --..-.7.[,-. ,-,---- --F ....... '----.�-11--------1 I ,-- - -,-- :
I t . . . I I � I ;
i . I : I � I i . � , I I ; ----- ---1 ' � , � ' I I �? I i Z . . ----- -.11 - - . - - - . .-.- --- . . ,. -- -- I ..-- - 11 . -- � - -.1.
�. I I ! 1 267.001 , , 26, .Z
I r- I � . i ! I � i I � � I 267.00 1 '-----.'-- -- - --- L - --j-.- .FT!�--J- I -� F�----.-----1---l---J -------'-�-:f
�� i -11 ------- 4 I i �-
: � � ; ! i I . I ; -'o � I.- . 267.00
- : I ; : I ! I(-.4 , I � N I .
I 1. . I � 267.00; -.-.---'-'-.'!--.---'-. � ---, .- --.�.--�-1-1--...-,-.-..,-,-��,� ... -'----- ... . 4 ! , 3 Im � ; M
I z 0 / . uu �:' I -.- 1. - .1 - " i ' ' ' - -- - ' - ". '-4 ... - - 1- - I � ... - - - .! I - - I -1- - 11 - - - - - I - - . � - - ---- I , I I � i . I I I � i I � >� .j .:j ! i i I - � is 't . ! . .
, ' ; IL L� 4 �
I � � .1 11 . I w L� I � � I I W
I ! I I I I � : ; ! i � � i ; : ; ! , � i I . I � i a 7 1 ! I I
I . � I
,� I �(D I I ; i ; � . i ; � i ) I i � >� � I � m
.
I - I i ? : � I j 4 ! I I i I I I . . I i i � w 4 0 s to : I i ; .
� I ; � i ! � I I i I i (D ; 0 ! -
I i i i f I ; !Z � rr ;� a Q
! SCALE: 1 "=j2n0l
'
i
-
- -11-11--- I
:
t DRAWN BY: BLB
�
,
7 1 P
---.l'---- -l.--.---l--..l i
I
. z
� I DATE:
.
I
I I
I I �
- �
!I z I FILE: SITE & GRAOING
------l.-.-:r;J------l'l
>- � 1. I
I
- 1; i 11
� . � �-'
I I
I - I
! -
� - N I ,
! ;
� �
� k �
T : �
I ; . � I ! :
I I ; � �
�
I I .
i : f I ; � I i
�
I I r
1 � ; . �
� I : I � .
I I I I I ; i - :
I � i I �
� . I
I � � : I I i I j i
�
� 1 " ! � i !
I I ; ! �
; I ! i � 266.00!��,.---,-.-�-.1--,-..---,.,---.,�-I - -'------ -1 - -
I --. 7---,-- --'---..--.-'�
. � � i t ; 4 t _4 ---. - ----."
7 ; ,
I � I
266.00!�
I
. i � � I I I
� i L . : � I
I I
I
i 1. j !
! i �
; . � I
,
-1 ---l- 1-1-1--1--1 -- -- ---
� ---. - - .---. !.-- - -- - ---- i -------- I ---4�-- -
I
I
1 266.0 0
; � I a-'
i � C4 �
,a .
! r ; �
: I
1 ---'--.'---.-'L-'R�
1 -1-1. - 11- - ---.- o.' -'-L- - - -wa.i
; I I . '� .
I ul 1. � . � O�
cq I .
I
I
;ii----'------l--l-
I- � I
L,
I �
2 66.001
<
0-
�
! m
� 1 0
i � �
1 !z
i
& I g
.
1211- �--
a
-
;= 1 I
C6 ; .
co
4
U.
o ; ;
- �
. *
� -4
- " -
� : "I .-I I � ��
i"Al -
I
I � ! i I
. � : i �
1 --l-1-1- -11-1 --- -- - � ---- -1- ---.1- --.� � -1- - � I I - --l' -- --- i
e I �
266.00 .1 ... ..... . -- -- "I"
: ; ! i � ! I
I ,266.00 i �-.- --.1 �.--'',.-..�--.-,.�,�-�.-�i,-,.--"-.�".-"�tl,-.�
� �
I I I I I I I : I � �
� . . �
I i I I i ;
-------- -----.-'-----'- .
I d -I,---. - --l-, I
i
! i I i ! .
; i ! � �
I I I
! i i �
I . . I 1 I
. I
� : . . �
t j ; ! I I
i � I
! I
I ! I - �
� I � i �
� i T � t
i t
.
I I ! � � i !
I I
I i i
� I I
I
I r � � i ;
�
i ; � ; I
I � . � i
� 4-41 � ------
>�
I
1
--- --- ---" --Q
� � I
z >�
.:! :
i
-1 I- ----o: .
0
ce
-N, - --- -- I
.ii � I
�p- --I-,- 11 ---. -i
� I I i
* .�N -
I !
� ! I � I I I �
! � � I I i
� � I
. I i
n ; i i ,� � a
I I
I i i � ! I � I I i ; r 1
� . I � - ! �
� ; I � : I I � i
' '
1 - 1
. I I
� ; . 4 i I
I I I � z 11 � t �
� � I i I ; 11 ; � �
:
i f I I � :
: � � I ; I .
I � I - : I I
DA MY ELE V : i I
I
� ul
� wl
�
; :
"
I I I
�'
m Ll
I I i
i
w � �
-� : I 11 I
- .
�-- 1"
I I ! I
I ; f I I I i
I ; � t : !
t I i
1 :
. ; �
I I � I I ;
I � I
� ; t k DATUM ELE V I I
1. i . � ! � i 1 � . I �
I L :--
I
DATUM ELE V
; I �
! i I
. I I � i I
I i I � I i
1
I I I I
9 i �
d ; . �
- -----'.-- - ------------- -"-'-----'--'---'---L -- -- -------------- :--- ---- ---- �--.------.-:
DA TUM ELE V
' i
. ;
: �
r ;
; I
I � . �
� I �
. . 41
I I 0
W
� T
! i . I t �
� i
DATUM ELE V I : I
! � I ; �
i ---- --------- �'..-"------,--��--l�---.,-�---�'..�.�-,----,"�.-�---,---,-,----,-.,-�"-l.--I..,-.�-,�.�---�
. I
DA TUM ELE V 11-
1-1.........' "II-�,�--��.."�-,-.�ll-��,,�-.1-1-�.�.11�-.�-�.�..''-."-,",.�",--"...�,,-1-��.,�.L-�-.1-�.-,--7-1-"�
... ....
� t - -..------'--.-l.-..'----.- -.��.----�--,.-'--,--,�----.-,,,-,-�--,.-...-.�,--�
� I � I I I
I � i � i I I
i
265.00 0.00 1 20.00 40.60 60.00
I I
I ! A i �
1 ........... ---.--L--.- ...... - -3 , . .
--�Ill'.1----�.�-11.�-..�-."�,--�-,.-�-,�,-�-,�--l�,,�.-
. 1 20.00 1 40.00 1 1 60.00 ,
0.00 I I
I
: 265..00, 0.00 20.00 : 40.00 1 60.00
I 1
I
- ----
f �
'---------"-'-'---"*
' 7�-�-,-.,-,,��-�-11--�.�.--,�-11,�,,�-�--,�--�-.----,".--��'.11
20.00
I �
40.00 60.00
---
265. 00 0.00
11 I *
1 :
-00 20.00 40.00 60.00
265. I �
265.00 0.00 1
1 1 1
20.00 � 40.00 60.00 GROUP , HWY6 I I I I I I I
. -1 I . .
1 -
. 1 1-265.00 I I I 1. �
GROUP HWY6 I
11 GROUP HWY6 I I
,. -�
I
I . : O� "
I
1 10-00
I
GROUP HWY& I
GROUP HWY6
I � . I I I - �
I I I I � I
I I � SECTION - 5
� . I
I - .
: 6
I I
I SECTION 7 1
GROUP HWY6
I
I . I
1 v
I 'c:' �
I . I . I
SECTION 3
SECTION 4 I
� I 11
- I I I � � I 11 I I
I I 11
.SECTION 1
I I I
"I � I I I I I
I I I I I I � I
SECTION 8
I
I . I a
� I
� I I
� I � I I � I I - 1� I I I 11
I 11 �
- I I � � 11 �
1. I
. I I
I �
I
I
� I I
I I I
"
. I I I I I I .
I I I I I �
.
I I I � 1-1 I I I I I I I � I I I I 11 � I I I � I I - I "I I I 11 . . I 1 .1 � 11 : � I I I � 11 I I I � I I I .
� .
- I I � I � . I �
I I I I I I I
I,, I I . I � � I I � . . . - I I
I I � � ----"I"- � I I I . � I I I I . I I I I I � I I
I . i . � I . I � I I � I I I . . � � 11 I I
I , , . I- �' I I I I I � I I I I I I I I '�' I � I I I I I � I � I � I I .
". ,L� I I . . , I I � I � � I I I I , I � - � I I I � I
I � � � T �� , � , "' I I I - I I I I I � . I I I I � I I . . I I , I . I I I I I I I I I , I I I I I , � � I I I � I I I . i .
" I
! , , I I � . , "ll . � � I I � I I I I � I I I I � I I . I � , I , I I I I . I . I I I I I . I I � I I I I t - aq - I ?-
I . , I I � I I . I I I � I I I I I � I I I -
- � , . I . � I I I I I . I . I I i I I � . I � . I . � I ! .
I I 0'r � ' I I I � 3 1 1 1 . I I � I . I I I I I � I . - I I I . I � I . � � I I � I . I . , . I I I I I I � . I I � , , I I I � I I I , - - I � I � I � . i � I I " I I I I I � I I . : I 1. I I I . I � I I I I � � I I I I I I I I I � - I � . . I � I I-
- - I I I - I I � I I � I I I I I I . I . � I I I . . I I I I I I - I . � I ') i
� I �'. '�'- I I I � I I I I I I � � I I I � I I � I . � I . I . I I I" , 1� , , , � , , , � � I I I � - r - I : I I I I I � I I I I I I . I I I I � I I I � I I I . I I � � I I I I I I I I � I I - : �
I I I I � ' I I I I I . I . I I I I I I � I I I I , - : ; , I I ' i I I � I I I - I
I � I I I � � I I I , , I ' I I - . .
I I I I I 11 I , - I - . I I I I I I I I I � � I I - I - ., I - I I I I p I I I . I I I . � � , I I � I - I - -- -SL
�- I I . I , �" I I I I I . I I I I I � I � I I I I � I I . , I . I I I � I , � , , , I I I , � i I I I I - I I I I I I I � . I 11 I I � I - - I I 6
I I I I I I I I 11 I I I I I I I � � . I � � - I I I � I I I . � I I � � I I I I I , I I I I � I I " I I � � I : , I I 11 - I I I I I I � I � I I � " . I � I I . I � I I I � I I I I I -- 1
'71, 1 1 1 1 1 1-1 � I I I I - . � I � . I I 1, I I . I � I I , I I � � I I � I I � � . I I I � I I I � I - I . I I I I � I I I
- . - I I -- - - - - - -
-
. I
I � . I I
I �
� I I "
I I �
I I I I
� I I I � . �
I � 1.
. . 1.
� I I � I
I � � I I .
I
I I I I I
.
I �
� I
I . I
� I
. . . I .1 I I I .1
. ,
I I .1
I I
. I I I . I �
I I
I I
- - -
.
� 1, I I I 11 � I
I I � .
I 11 I .. ,� I I I � � . I I I �.
I I 1, I I 11 I
I � . I I 11.1 I % : i - I I I .
� I � . .1 I 1 � I - I I I I
� I I I I . I I I I I 11 � I I
I I � � I I I I I � I I I I , . _ I � I I -
- I . I - 1. I .
1. . I ,� � I I I I : 11 . I �
I I I I I I I - I � I � 1, I ,� I . I I I 11
I � I I
I I 1� . � . I � I I I . I 11 . 11 1. I . I I
. � I I I I
I I . I I I
I I - I , I I
I I , .1 I
� I I . � I I . � - I I I -
I ,: . I ,� .
� . I - . , I -
. I � I I I I . ., I I
I I I � , I 1, I
� . '. I I - � � I
� , 1, I
. � I . I � .
I . I I I I � I I I I
I I � � I
I � I I �
� .1 � I I I 11 � � . I ��
.
I I . I I
I . I I I I I � ,_ I , � I I - � I � �
, I I I I � I I
� I I . I
I I � 11 � I I I I I I . .1 I I I I I I . . I I I 1. I 1. I I � I � � I � I �
I
. � -
- ,� I ; � . I : I _. .- ., I ,� 1. � I . � �.� 11 I �� "
� - I I I I � � �
1� i . I . . I I 11 � , . �, � � � - � � . I I , "
I -1 �__ - - - , �� I I - I I.. I � , - I ,,I I I I - I . e.: , 'L I I :: -
I , � � � - I I ; , , . . , I I I �, . � � � I , , : ,
� I , �� 1� r :, :1 i I - - � 11 I , 1 .L - � � I I . � -, : ,
I I � � 1 - : � ,� - "I I 11 1� ., ,: � � I - : 1, 4 , I I -
I I I ,� I - I �� z . . I I I . I - , I � I �� I � - ,, � , 11 I I I
I � I I � I . � , ,:, , . __ I � " 11 . il - � I I I 11 I I �
I : � I I I I I ' - - : " -, � . I I I I I I - 1" : , - , � -
, � "� I I I 1 1, 1 I , � � � ': � : � I _�� , I :, '' � .1 � I I ,i I I I .1 ��, I I
� I I
I , . 1 1, : , . ;1, � , : ; : , , � � I I I .1 '. � � � I , I , � I I : I I , � I I 1, � I � I I
I - . I , - I I I I - - I I I I , I I
, . - , � , , I I : . � , � ,� � :
� � � I � I I I � I 1, � : � I , I �-
I I . �' :: ��,, I I - , - ,� - I � I
I . I I I I :� � � .� � : I � �:, '! I - 1. �
� . I I I . , I
� - � - I I � I I . �� � � �1, � I 11 I I., I
I I I � I � : , 1� , " I �i , -1 I � , ; I I I � � 11 t ..
. I I 1� I I , I "I - ! ,, , , I , I I I
I � I I , � I - I � . I , . . I - .. I
I I : � : _: I I . . I �
I ,. I I I . : , : I . , � I I , � I I - .,: . I 1.
I - . � . I I � � : , , % � , �, : I ,. � � I � ,� .
� � I I . I . - - I:- . �.� I.. 1� �
� � I �, � �: .1 I
I . I � ,.� I . , : ,- �, , ,,, 11 �- ,,��, � : . I � I � I I I �1� ,� 11 I �, .
0
� I I . I- I I � I I I I I
I �� I I ,- - , , , , , : . , , , I I � I , I ,� , , � , ,�� I i, I , I I I � I I I I . . I . I � 11
: ;� I I ,, , . ,o T I . � 1,
� I , I � I . � I � I I I � � I , I I I I I
I � , � : � �: . : I , �, : , I � , � I I I I 11 I ,� I - . I I I - � - , , " � , , C
I � : I . � �. , � ;,
I
. �� � 11 ''I I I .
I I -
I I I I 1 I I I I I I
, , ,, , I .1 I I . . .
- . I I I i I I I
I , � 1. � I
�. , � -.,.: - , I I I " �
� I ] , � -1 .- I . I I . ;1 I
, I I I � - I
- � I 11 : I L I � , I I - , I �
. 1, .1 I I I � I 11 I � , ,� I
I I I �� �
1. - I 11 , . � � 11 ". � . , � .- �,
� I I � � , .1 I
. I I I'll -
"I I I : I I �
� , -
I I I I 1.
� I . I � I I I
I , I , : . I 11 " I
� I I I I I . I
I I � I I
� . . I I � , 11 � I I � I I
� I I : I I I
. I : � I .�n � -
I � I i I I . I I I �
I , I � � I . -1 .1 11 �
I - 11 I -
I '', � � ''I I �
� I I . I � I
� I 0
I � I . - . I I I I : : , . I I "I
I I , �. I ., . I � I . . ,
,
, , � I ., - , � , � . � . �� , . ". .
,
� : . I
� ,� I 1. �
I I I .. I
� I I I � I �� I I . I
e I � I .
, , , � I I I
� - I I � I 11 � . . I �; I
I I I I I I I I
I � I I ,. I I I � I I
I
� I � :� , I � I , � I :
I I � I � � �
I I I I I � I
� . .
I � I I I I . I I I
I . . I I I I � . �: 1 I -
I I - , I
I I I � � � I
. I . I I I : .
I . � �
- � I . I
� I I I
I I I I
I I �
I I I � I .
I I I .
I . I I
I . I I
� � I � I I � I
I I I I � , I I I
. I I I
- , , � � I . � . I I . . ,�
. I
I I I
11 � I I I I I I .
I I I
. I I �
I - � I � I
. I
.
I - .
I - I
I I I I
I �
I I
. 11 � .
� I
� I . �
- I - I
� - � I
I
. .
I
� I I I
I I . �
- I
I -
I
i I
t
�
�
I:
i
;
! I
i
i
I
�
!
i
-
0
I
I
- �
I �
I
I i I
.
1
I I
I
i
11 � � I
. I
. . � I
I . .
�
, I . I I � .
I I . � I I � , I I �
I I I �.
I I I I . �� I I I I I I I 1-
I I , I
� � � - . - I I il I -
. I - - I I � I
I I I , . I I , .1 I I . I ; 1: I � , I ,:
� I I 11 � - I � i I " . , � - I � , , . , . I
I . I I , . I __ I � I . , 1.
I I I I : � -1 � � ,.'' -�: vl �'. � , � - - . I , ,'� I ��:, � .''k,'' I
, I - I I 11 I
. I I I � i � � I . , , , I I I � _ � � . , I _�, . . 11
I I - I : � I I 11-111. , : : �_�_ - �
- �
, : ;, , �
- . . , � !� I I , I I I
I � - I � � 1, � , I 1,
.1, � I I � I - , I � , I
1� � I . ,
I " - , I . . I �
I I I 11 .1 I'' I ' -, � , 1,
�%_. ..
I � . I
I .. I I I .1 � - I .
I � I I I � I
.� . I I
I
I I
. I . I I , . I
- �, - -
. I - 1,
GENERAL NOTES: ,, I
I � � I I I
; ; : �
Z
- (D
LLI Oli N ii�
:D
� i 11
I I I
I I
#5 BARS 7" O.C. EXTEND 14" O.C. - 24" INTO I �
. I
I I � - � -
I I I I .1 � 11. I I I I I I I I I I I
"
I . I . . . � I I ,� -
�
I - I - .
I 1 #4 aARS 18, O.C.S.W. I I . I I I
I � I I
I � I I I � 11
r "')�.
I I I I
I I I � � I e, , ,� I : I 1 .
, �, , ,
I " . , , I I I � - ' ' I 1, . � 1, I ��,,
I ''I
I , I I :� Z 1. I I 1. �, ' I - 11 I-— 1. 11
�% I , , "'' I � �
- ,: 'i . I I DIRE .-'bF F� I r,�
I �, . 1 I � I I " , . ;_�
I � - I I - � -1- � �
1 - I I . I I ... ''. - I I ".-I , � I
� � I I � �
''I I . o.
-� '' I � ., ,
- � I I .111,
� �, ,;� _ 1 . I � �r ,�
, I 11 I 11 -
� ,
:_ : i
:�. � :, , I I � �. ''
I I : , ,� '' I . WOOD STAKE
I I 1*X2"
I I'll, I � I I I -
'��
� I I �
I - - -, I- I
I I .11 I .1. .
- I I I � I . I I '' -
I .1 I 11 I 11 I . - .
I I I -
: I I I
'
I .
I I I I I
I I
� 1. ALL UTILITIES AND SERVICE LINES SHOWN ARE TAKEN FROM RECORD
I
I I I
� : � HORIZONTALLY LOCATED BY INDEPENDENT LOCATORS. CONTRACTOR IS RESPONSIBLE
I
INFORMATION SUPPLIED BY THE UTILITY OWNER OR
TO REPORT CONFLICTS
of. Z
_
W
C�) L�
-
Z OD (\J
Lij "- ,D (6
> r- I
,D �
"
N r, -,�
,
r - .
r -
I
I
3 AT 1 STD COCS I . I I �
2'0 O.C_ -- PAVEMENT TOP AND BOTTOM BARS
1�
I CIEM ,(fnin) - � ,'� I I I I
- � I . I .1 � I � .1.
I I I � I I I., I
I I 1. �
I . � � 1.
- T -POST DRIVEN 2e -
� I : 1 -SPACED1' I APAW '
-:, �"_"_ :,r ,� - I :, 11 11
. . ''I ,. I I I , - - :1 1, � I � �,
� , , _ I I �
- - - � �: !.
�
1 I- I I I
__ I - ,, ..'r " 11:.. �: 2 PER HAY � . .. I ., r �, 11 �
1 1 . � I- .1 � I r � I � I I . � I I
- : I
. I 1
I � PLAN.AND ACTUAL CONDITIONS PRIOR.TO
ANY BETWEEN
LLJ >_
< ,O
5
[C) It . I
LL
I I .
I I I . .
. STORM SEWER � I
, � .
IT @ 12
� I I I I .
I , I I . . ,- :1. I I 11
I 11 I I
- I I � I ,, I I I
I I
I I
. I 1, �, I ,
. I
. . I I , .. ,��
I 1 I � � � - ,
iii.� -� SEDIMENT'CONTROL'OA6RIC , , �� , , � : . I
I " '. I
' : :
� I - � �
,� -rPOST & WIRE MESH, � : -
FASTENEDT SECURELY TO T
I
11 . ,
I , "
"', _:__� � ', . 1, I
, � �. q,
' 7 1 1 ... ,.
�' ,
.1 I
"
� I I ; � I
I � - .
I o: :1 . I �
I I . ,�o I � I
I I I �, ,
. . I
. . I CONSTRUCTION. OWNER AND ENGINEER
� ; ACCURACY OR COMPLETENESS OF INFORMATION OR DATA RELIED ON TO
SHALL NOT BE RESPONSIBLE FOR THE
J:DEPICT UNDERGROUND
f W
>
< U) "t ,)�
U) 00
ztt � -
*:
1
I I
FRAME & LID .
r
I I
3-5:
I I . I � . � I I I �
, . I
. ,;� -. U. � I I . �
I � I
. ,
- . �:,- ,_ I 11
� I � 11 I 1. I
11 , .1
"I - � I . 1. �_ 'I'll I - I , .1 � ,
- ,:�,: r'. �,! ,� ._ , ', I I :1 , I I I I
�: � I 1. I . .
,� - _t I
1. . , I I I
.%,
I . I I I I . I
I 11 I �. I � � �, I I :HAY �BALE
r
� �, � I I
I I
I I I - I . 1.11 11 �
I I I
I '
FACILITIES. CONTRACTOR IS
-
< W < �p
�,
I
� .
I
� I .
� I
I I I
I ,
3-5
. . _� . ;a'. - , _& - I
.. . 4, , I - - ,
14 ,� &
* - : -,w b
,e. I -1 .
I I i 1� ,� e �. ;
� I � I I
, � I � -,
I
I � : I .,1 .
1111;-I`_�_ 1.�. � I �, , , �:._; � I I � I �:��, � �, 11 , 1. � I . � 11 �.,
I . ,
I � I
/ I ..'�,� I
I I ,. I I
. I I : I . - I I 11� -1 I I - 11
I I � � I ,
� . I
. I
� I 1". : I � 11 -
� I
I .
I I I TO CONTACT OWNERS OF ALL UTILITIES AND SERVICE LINES WITHIN THE
.
PROJECT AREA AND N01IFY OF INTENT AT LEAST 1
1 (D 0�
X I- >< I
W 0, �>
57 I I
7:
\ I . I I . I
I 1
: ,
_',
1 - '. � 1. I , ,
I � I
40 '.
.1 11 - 1,
I I
.1 I .1,
11 I � I
� . � - - "'i
- ..'', - �. - � � 11 I � � I
I., , ,
, I
: . VXV(max) ,WIRE, MESH FASTENED To T�POST - � . , . ' � I I
I',,
I � ,, � I � I I I � I
I . �
.1 , ,. I . I � 1, I I �
� , , I , , I I I I
1 I I 11 .
'
.11, I 11 I I 1. �
I
I 11 I I 1,
: DIRECTION OF I
�WEEK
I � PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBI E FOR COOODINATING
I I
, WITH FACILITY OWNERS. CONTRACTOR IS
I
Z :D
-
UJ D I- f -_ il�
0�
", I r -
V -
1\
- - -4
11 �? \ \ \ \ 11 Is
-
11
� �
� I
I
I _ a
, -
, I � � , :1, 1 , '',��,
; .. " AA,
I I I , � ; � ��
I � I 14
I I 11
I �,�� 11
� - . I
I ,.
I : 1.
I 11 I - � I � 1-11 .
I � �, � . ;. � - I � I I I I - ,
� � 11
� I 11. I I I I I I
11 . � 11, I
..� ;: � ., I I
I I I
I I I 11 r ,,
I
I I I I I STAKED AN6 ENTRENCHED
. I , I I 1 1,
, ,,
- ,��',, I
,'.,' ',',� 1. �, �, FLOW , , '� �
" �,-',' ,�IA4- � I .
g��,��,,, � - ,
. .
TO VERIFY THE EXACT LOCATION AND VER11CALL POSITIONING OF ALL PIPELINES,
TI '
I EXISTING UTILI ES, AND SERVICE LINES
LLJ (/)
F- C/) 0,
- ,
�:
o, LL :
,
::
t.
ff, b
- a
-
T T
� . I
- I I I
, I
I I I
I- 8, i
� - �� �
11 r
I .
EPS' NQUE ESTAMMM
!
I , , _ � .
, � , �
I - _' �L ,� ' , �4' I"',-, :,
I �
11 I � � I
- I
I., I
;� �, I . I
: - i ,,,,,,,, - ; . � - � I r
- _�L"I :7� " �
....,;.; ---- �� , , , I ,,, -, �. , 11 I
I I TV ---------- I � � � . . 1. e - -
I - I " ' ''. - � - i
� . -
1, � - HAY BALE "5
. � 0 �,Le . .2�_
1.� I � - 1. .1. I r I 1, : .
. I ,� I I I
� .
I I I
�`,'� , , , I * I
Z ,�-'�M'l-`� � � - .
- , I
"', I 1. - -
-1 �_ -
.1 t 11.
I I WITHIN � THE PROJECT AREA WHETHER SHOWN ON THE PLANS OR NOT, AT
� I
I
LEAST 48 HOURS PRIOR TO CONSTRUCTION.
(D 0
. Z .
U) <
I
i�!, LLJ I
i W
CL I
" -
1`1
;
- 0 i I L.
I I .
I I
. I I
� l: I I
I I i ,
I I I I
I ; I
.
I I 1 I 11 I
I 1, .
� I . I
� � 1, � ,
- e - I
I I � I ''I . I
I 1.� ..
� I
� I .. I I I
.� ,:� r , , I 1- ::, r,
I .11, I I
. , � , 7 I I
� � , �
-8* �
I C � I
_6F FILTR FABRI TO I � .1 ,
" � I �
1,
I'll I , �.
I ,,f , , :. - , ,
I . I ; . ': , .
I - : :, �, I ; I I ,
-, � � I I - �
. �_ I -, �
� . I
1, ''
I , " mtt . I ..
,,_t �
, ,
�" � �6'�� V L'
I-
1, ;`1 �11�,� �, �
'� COMPACTED SOIL TO
I I
1 I'M ?M �',
I I . . 'CONTRACTOR IS TO MAINTAIN STRUCTURAL INTEGRITY OF ALL PIPELINES,
I I � I
I I I PERMANENT AND TEMPORARY UTILITIES. CONTRACTOR IS RESPONSIBLE FOR
ELECTRIC TRANSMISSION POLES AND LINES,
ANY DAMAGE DONE TO EXISTING UTILITY FACILI TIES,
�7 Z
_J
- >- LU
C�l 0:�
< I I
1, M �
- : ,
< [--
� I I
I- I 11 I I
�
, � , 1, , , -
� � - I S?BPRADE
"
I I I � �
I I I I � I I
� � - 11, I'll
r�, , , li&A,� - AND, BE AN , I � I 11
. 17;1� 1� "
I , � I I I
I 11 1, : _ I I
� 11 I I * , .
I �� ,�
i� PIPING
I I * � "I I
11
I I
- . I
I �
- <
I_ L
L I
1k___
I I
.
I 1
#4 REINFORCING BARS AT I �
� � .
� � I �
. I I - , I I :
I . , . � I
11. -
� COMPACM SU I . ,
,*.....
BGRADE I � I I � , I :
I
I I � - 11
� I . � , I
I I.. �
I - I 11:
I I ��
I I
. I I
, _ 7 WITH COMPACTED,BACKIFILL' .
� I I .
I I I
. ; �,., . I 1. , ". , - I I , � -
" - � '
- :6AW -
I I., - I � 1 471 �
1. , I
l -'r": . , I
, � 1: , - 'I
"R � I
11,151a , ,,ft'n I I � �
I M� ; "M
I n", �
'A'15�:�,��!= .11
q _�,�
I �
. PAVEMENT_ ETC. AS A RESULT OF CLEARING/DIRTWORK ACTIVITIES.
! I
I
--I CO
ii I I
I
I 11
. .
I I p
. .1
,---- 8" O,C. I r I �
I
. I I
. I 11 .
I I L I
. I I I I
I I . I . I � �
1, � I I - 11 11 I - I " - .1
� _1 I �
I NOTM, I I I .
� I . . I �
� - I � � I :': I
, �1 I -
1. : ��: - , - I'll I 1,11- � I
I ,: I i� I
� I - - I i�, -
I , 1
. I
f .: L' . I I .
� 11
, 'r
,� :� , - 11 I I I I I ,� � � I I � �
. I
� _ , , 'I � 11 - _ 1�1 I I : I
I � �L
I '' - Ir- I I . - 11
,� I I � .
. I I I � ,� �, I'll 11 I :
- I . � � I
,
I 1, I 11 _-� . �� -T-Mfidw
I I -W
'l-li . I ,
� I I I
. I I
I - r I
� I
I
� r
11 � I
I I
i - --.--.---- __ ____ _ ___ - - - ---- --
:
� _ .__ __ __ __ - __
�
I
�: � I
ii
I I I I I I . I I . I , � I , I I 11 --- 11 � I 11 � 11 I I �� 11 . I I I , L I I - . I �
N U U-- ----4-1 U - -- � - I I , , , I � I , , I - - I - _77, 1 , I I I '' I � : I . 1 I I I - 11, I , I � - I
"I � i t�- i__ ``__� - - ___ - I 11 . I I . I I - I � � I I . I I - I I I I A ''I I I 'r ,:,� '' I . . ' r . :
I I I . I 11 I I I I I . 1. I . I 11 I I � � I I : I . I ".1- � I :_, _', I , I . 1 4. IF SEDIMENT ESCAPES FROM THE SITE AREA, ACCUMULATIONS MUST NCY TO MINIMIZE FURTHER
� I I I CO I I I I � I I I I 11 . � I � . I . I 1� � � � ,_�, I . 1-11 ,.,I � I � I I I L I I - I I I I - I � , I I � I I I 1� I ---------_ I I
I I I � I I 1. I � I I I I - . 11. - " � I I I --- I , �
I I I I I I I I I I � , � , : : I I I I I I I I I - (.4�, i.� ,. i,;, - , r � � I
.1', . I � I 11 � I - I I I 1, I . - I I . .: � ': ,� , I I I I I I �� . 11 I 11 - , , , , � .. , �", � I -,-,.: 11, I I I- I lionall NEGATIVE EFFECTS, AND WHENEVER FEASIBLE, PRIOR TO THE NEXT RAIN EVENT.
e- � � I I � I I . I I I I : I I I .. ". , � ,f,` -�,,,, ` ':' I . � �;, � . - .11 � - . I 11
I . I . I I % � - 41 -,� - `- � .�: �"-,-:,-�4 -� *
. �
, 0 1 � I I � I I I I � 1. I I � 1, ,. . �, .. - ,,,,,, J -. -- I ��'?� _;�,r� �.,�' � .- -
,v,, �, P I I � , :::��* - _�"'_ ��,P�___1111111
��__I:i , I � . I � �, , I I I I I :��i.n ziit 'r .�
I �L.1' �, I- - � I . - - I : I I I "I �Q�_.&,, ., � . � ..:'. . , q,
I 0 . , �., _.) �": 'De D,, I I I I - I I I "I � I : � I I - I I - i I I - �, . - , , � ._. - ... .- I
1� "I" a) ":: I I , I i ,-..'�::"� � � � .:-,.,�' �. , �f�. RtZM�,4��' �i��-*�-'-.-...',*-`, .4 _ , %Rl", -`,��,,-,, `��!�,,'i
,.� I -1 I � , I -�,i �11`p.�* - ��11`1w�% - , 1. �,-"�.. 11.p.�XZ.. 1�t , - _'�.
_C� I � I I , . 11 I � 1. I - � � � I :,:.---., , : _/
I I . I � I �_ I / "I",
: 1. : .,Z, �,:,A:i ,,,,,, i- � (� -Y, ., G I S I . . , , I � I : � � " .L I I - - I I � Z � M .� _1iVP I �� , :,&: � "- --� �� �� I" ,� � I
�` vulii/_t! � I .1 I , I '. " .�'; � -
� , ,� , ,
� I I I . I I I I I . I - 1 I I ,� IXIIL I.- . � ... � '', , 5. ALL DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASE SHALL BE HYDROMULCH SEEDED FOR
. 0 ,�.41 �., I I , ; . I - 1 I , .1 . , I , , � _ _'_�
_ - I
�� - - - . I I I I 1-1 . . - ,-- � I � .... � - " " , I PERMANENT EROSION CONTROL NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN ACCORDANCE WITH
I , 1, I , � - - "_ I r : -:I - - 1'� '�"" __.,
, � t " I � I I 1: I : - i'l .
I I I . OM �415-,.,�,%
i � I __ I 1 7 -�__,. , , I
�r
N, � � .11; &
I I I .4, � ,
� - ��- - - -__-1 I 11 � ... �, - .X- ....
..... 0 1 1 tfbe- adjust-edl-,-occord i n _�_ _.- I -�-- V� 25:rPA' , :. - - -r-�wN,.<A ;-Q- .: - TXDOT 162/164. PRIOR TO FINAL REVEGETATION, CONTRACTOR IS TO RE�C
; -��:_,� , , , , , ,.� _: PLAN t I . I - � , R. _ - - , - , * .,--- - - _ - - - - - : ,
��, -, " 11'� f 110,141 , ` - , t1j, r -
� N_ Safe y Pi � I I
�., . �, I � I - I I I ass '111, -Wal I "B" thickness. If On . I :; , g . , *11,
111,�"',, � - I (D y ' ' L ' � - -
,,,,, I � 1_1'1.-!�111_` I I
,
, ", �;. '' , I I Runner Top Line 11 . I , I . 11 WO , I rius - I - : : � !-, " - W , I � ", I
, , 1, / I of I I s i .s-used,-dh*nsion -D" , ., . _,�__-.. �L
e , , I i � , . . . I I gly , i �_ - __ I � w,.` ,,�t,�,'r..!� f!s�� ''I I . , ___` , I `
I ,��
�. I �� __ 1, �,,�� ,� e -1 11"'," . ,_ I I I 1. �41 I I I - � I � - � I - I I I ,I ,:,:: � �� _ I I I � * I I I.: 11 " "ZI, -'��'.' :::: :: , I I E TOPSOIL TO A DEPTH OF 6". TOPSOIL IS TO
_; "6 Safety Pipe R' � I ::�:�-. ,',�'r .. 1. .
I 11 .,f�:;�, , 4p" � , "..' .- -:;:�,�,:::
�,� ';�, 1, �.11 ` I unner � I -Of ifil'i -0 � f J'a- er is re � , ,, I I 1-1.�::: , I I I 1, 1� ,it of . . ...�. _.... :, �1�1 f��;� : - - I 500 it or � I
e . I I , L , - I . . .:.:-: � i0o, I :..,. I ��g.g, i�-,.�---�"g -----
, i , a I / I I 10 Sl.opie� as,shown elsewhere:An the'plans.f SIOP&� r rT quired,�.-�::�_- � I 11 : :-:,:-:-* IRRVW�l Nuv.. -*-' � ""' I � BE DISKED TO A DEPTH OFAT LEAST 4" AND LIGHTLY COMPACTED. I
.,
..... � - �., :�-. ..... I
I . I , I . . � I I I I f ' � I ,�: i , . , , I 11 - ....'; �-:_: I '- '� rie!arz I I I ;
�� ;, � �� , I I I � ,., I - , � ,� , , , � � , ,, ,,� I I , � � , � , , " .1 -:- %, ". - � 4 . � 10� met ers � I _� � I i
I � "I 1� ��, � OL �3 C I.,. I or .vehicle ,safety. , � . I , : - I � % - - . : I .... .. . __,._,-,,,! 150 r, .
11 .. I 11 � _: _: 17- '01 I I I I I I '' I - . I .I ,- 1� � .1 , _ � , � I � , . I M �. � � I I � I .:. I � _ .. -t. li.?�T. '�. . . I i
I I I : I : � 0 Z 0 . I � . , I I ; � I I 1 4 - I
, � I n I I C W 4- 9- � - 11 I �,, I I __ , �, ; , - , � 11 . .:-'��,: , I�
I.,.'-;�:;: W,� I-* : ,t� -1 ��,P'S� - .. ''I -VEGETATION:
I I Z, � . I ' . �i " ". � I I � ; . I � �,_, , , I : '" -_ � -4 � . - 6 RE
_ 41 1 �
I , . � � x I , . I :' " _ ,. � I (opknal� � I :�.,'�` ", �,, .: - . !
I I I I I , , - b - 0 Toewall -1 I � .. � . t � - .. I -1, . - -�x , I I
I I I I I - a 0 - I 0) - I Z6, a - � to be used only when diinens on s shown elsewhere�,in the plons� L ' ' , ----. -�, I ..".- , r I
, I 01- I- " Threaded - � - I I I I I � L 11 - I ' ' , 4 . 1:, _�,�.. _ I �� �, ! . ;, '' _ � * � -1 I I
1� 4 - - - - m � I I I I I - I , � , , I � .r - '. - j�'p I .:.:,:.:,', I r 9 if r
_�, - - 1, . �,:lz I
1 2 C3.T,E 0 .5 , Y . .:.6 I I I I I � I I . � I 11 I - .'', , : I , 1 1 - I I �'i I ;:; �; , "i " . , L � I .1. � i I I HYDROMULCH WITH WOOD EXCELSIOR BLANKET. i
I . ix .1D insert . 6 I � , I I � , 1. I I � I I I I � " . . - I I . r 9 . '. , i`� _'�k
I � . � ,-X. :i �,, �., . " , I r
I I j I I I - G) Th I I .:, ;._'. -*1 L � 99 9 r I SQ." . I I . I
. a,c!: . op Precast End Treatments shall be � f i I I ed w i th ,c mcrete, � ,.:"rr r : ,% 11 Ir �Ir 9 � 9 , .�, ',' ,' ' _, : _, r , _ , : : � - I I , � , ?12MI- - ! '. . , 1 9 �
, - . . r r . . I . ,, � . , � : , ;� . r, , ...: 1�, - . .� , _ �' r ��l* ;�,:_:. I !-,u �,� '. % -�l- ' - , - � 1 9 r � � . .
. �to r tr r . :,: " _, _.,.. � 1- � � r r - :, 1_1��,M GRASS SEED. MIX TO BE AS SPECIFIED BELOW. PRIOR TO HYDROMULCH
I r r:, ,": � � I r �r �:.7 . .,4
1 � r 9 -men - : .-�,, �` 'I., �% .,. gry ,
. -� � :-':' : Trailer or Truck r �
0 C _? ( Riproprand shall be considered. sub(sidiary Safiety�End:Treat . -.. � 11 . -9, ��....�. .- "%:, , OPERATIONS, CONTRACTOR TO REPLACE AND
: � il , I . . >1 0 r - �� " 0 . - - - , I I . � I i I I , r I � 'r I . , I I � . I r � r , , �� �: �, I . 9
- I 0 C - 0 1 r 1 9 1 - 9 1 � . , ,:, � I
r L I � , r I I r I I � I , , � _.�
M � . ' r , �L I � I I r. I r I '_�:' r� � :�9;�:-".:-, . I �
X a 0 0 1 1 L C . � r . � r L, ; .1 � � 9: 1� `9 � . � I I I I � , ",.:.."*�: 9 - r . , . � , , . . . . _.�. r I . � . .
. 1- .. �', � "I. . :..'r _ . 'Rash- - 1111-1 . �
. 9 a) � . 0 L - -: (Typ)(If required) I .� )_ r I [ear distonce' between pipes shall be.odjusted t6 -pr " -f ' t . I "I Tr': :r � .`." I r � I 11 .'. � " . , _� � CONSOLIDATE TOPSOIL TO A DEPTH OF 6" INCLUDING WITHIN DITCH SECT[ NS. FINAL GRADES WITH ESTABLISHED VEGETATION
r I �� � � (�) ovide or. he minimum , , , � r ' : ' ., . � : IM
9 � C 9 1 ,`'��,-.9 �. � �'. ��_.'., � �9 1 ��r " �'_ : ,� 11 r , 91
- . 11 . I �_ -14f `4 1 .
. ON 9
1 � I a � - r d -e r r' � - I L I I 1 9 1 � I � r I r 9 9 1 ..".�."_, . `�!,_ . - � � r � ' , r I I ",:...: ,X � , , I I � PLANS. HYDROMULCH TO BE INSTALLED PER Tx OT ITEM 164.
0 0 0 � , afety rend r f 19� � , � I 1 9 19 1 , r I . 9 - I ' I I � I I � I - ,.",.�", - . � I _ 9 , r , "' - ' . SHALL BE AS SHOWN ON r WOOD EXCELSIOR BLANKET TO MEET
� I f otments. i � 9 1 1 r -� � � I " 1.`� . � , r � � , r , , � ," -:,.�.:�'
, : ' � , *
9 1 1 � �; a) I . . I I I . � I r I I . , � r I I � . - i��_" .� , Z .,.:.: r � , R,,�,, � . - , _' ! � I r � -
0 - - * r I I L 9 e I I � �� � , . . � .. . I �_ � � . - � Tcuck-Moonited ,� �1-:.;-,-.1 -_ TXDOT ITEM 169, CLASS, 2 "FLEXIBLE CHANNEL LINER" TYPE F REQUIREM-NTS.
r I � I , . - ,� , - 1_- I
. I 1
4, . 9 r I f , � , , r , r r . , ._�..,., , , . r , - - - 9
Z 1- L N �� 9 gr, and 60 '' I� b, '. .r' (:Ian 9 'ItreM � ,r," 9, , �,___, � r
' ,
�Ciw I I 1 9 r @ . Cement ,stabilize � L r I , :, , ' - , - I 1- � 1 9 - 5 �i*, 11.1,.`.�_�'_, -
7 r d bedd i n ckf i I I'- sha e rin accor cer-with the __ r .::, _ �,,'�-:'�--:� ' r9 ' r K�.-�, r
, - -d- - - - I = r 9 r I .r , , , A 1`1`..� 1- 1--l.... 9
1 �:�:, , - , r .1 I I I ; itenuator I .
. : , , �;� , � �� '.... : 9 - I - R-,
.� � 5 ,� . ; ;__.*_�':;!� r ',r . r r I 1 9 . . .111-1-.. . . . I r
0> __ - to I OPTION A r 1 9 tion and Backfill 'for Structures". Bedding and baCkfi I I shall.be . -1 � . r r :, �!�` k . 9 r -
, - , N , � . r I � J��i ,,_,-��, I
�x C 10 S I Ope L 11 '' . 11 I r: ' , �,_�= I
, "' , -
9 . 1 2 r ' , , . . � 9 - 9 4 I _� . . . ' . . I
I , � 9 I , r 9 1 . 9 1 : _ r r r -� � � � , - * ' - - - ' , f�� !7,1,'
I 1 9 � �"-:"-,L-:�- z - . - I . � - (Opti6flal).' rr '.. �
r �N : 0 � � � " :: � i -._X VE EED @ 90 lbs. PER ACRE.
0 1 1 1 9 1 1 � r r � , - , t, 1. :;:: � � r I _:�il�-."` 1* -
r I 'Irrr �, .v . . -� I -1 � � 9 r . . 1.�. .- � Z.Pqy� .
I . I , I : , - , * "* ' ' ' "' ' ,�'�',
0 � -Treatment". �' When Concrete � -1 I r 9 1 � . .. r' ., I .... � ��11� K, , , I SEED MIX: SUMMER HULLED COMMON BERMUDA GRASS, MIN. 85% PURI
10 >1 . P , r � I I r 9 91 , :_ I 11 I - %` 11"r. I � 1. I I . -�.�. - , zfffl- T . �
'Q`oL 0 d udiary to the Item "SofetyEnd, � .� r, r r, � _'-1'_1 ' ' - , , ,,, `�' , a-1)
_ � I %,;� �!: . � i ,j��,w 'I, - - � � 9
,
. t, , : , , : � : ; , I . - .,�'. . . , , r , 'r , ,.r r � � I . -- I r I . . � I
I r I pe - be � (IS ,� , . , - "�.l, . . , , � 9 - I 1�1 - ?1-1�:,X,-,li,.i1Vt.0 , 1 9 - 9 1 .
I-- , 0 Q � , I I � ��� i-_ Dia I � I r � e i prop i s . speci f i ed around., the's6foty end-freotment, bocKfill sho I I 1 9 : `�___*.11 ",.,, �-�,, `... , , opliof� , I I Ll S
2 - - I I I I - � . I I I r , I , I :,. � ,i=A , . � . r � �, I I r
9 9 9 � I r � 9 r . ' r I 1 9 1 . .1, , . � .�_ ... _ � .. I I - - . - .1 I . , . I I
I . I : : I . . I . . , �� , . . 1 � ,r . . �Ii :'.. U
- ': '. y I I 0 1 1 ,directed by Engineer. ,� 'r I � � I 1. : : 9� , � , "' � I I , � %, ,- , 11 I ,�� r r 9
.� � � � 1, . , � � I o�,29,* � :I'- *-'- ': I .
9 9 9 r . �� � � , 9 1 r .1 1, I I r � 9 1 1 � I I r r . I 1 4 " Rim, D EM*,� ; ,,- , _. � �9�� 1, �7, ', - I ' r- r ��. . ..:,�;. - . WINTER - UNHULLED COMMON BERMUDA GRASS, MIN. 85% PUI SEED @ 90 lbs. PER 1 000 SF. ANNUAL
�2 9 � r I r 9 9 � :_ : - , 9 f . r' 0'�% ,g�,,, , ...._..._
L Flowline- � I 'r . �.r r I I I I I i I . � �`` __ . � - r E E
Z, ii - :: = t � � . 9 r ,� , . r 3T 6 MIMI � . I:.,- ."I I'. �,-,-,'Il , - i �:.�,:" �-� : 1
9 I 1 1 1 1 , � I r r , I . I r � I l. 1�..." , -
. r I I I � I . � 9 r � r I � r 9 � . I � I- -1 1�_ .."Y' I , . . , . , : I , " ' : � ' , � . . � � , ' r , , � , - , � , I r . � I
r . I : : � r I " , , .� 'tt , , - � '.-:.:. �- 7 ' ,
r (D I I I I � (� Y14 11 Golvanized Stee I Bolts I : : '-r I r I - I I I �_ , ,, , , . �1',.,' ; .:� : �' , r - �,�,� i 111.0t� . I C V
�!F�wg: -,jq;;. 't ", z'T.2, *;' - 9 r - � �� . I � .
r 1 9 � 9 :, , � . �� . . . . . , Buffer sp a ,�: 6
1 1 1 " , � - � "`� "' ` -:�,.`�.
9 4 " ,r � I " ,�,*,-% - �'i I - 1 9
> 9 10 In, I . I I GENERAL NOTES:, � , , t r ,r � I I . , I, : 9 . � . � - , - - 9 : 0?111_� . - , : RYE GRASS, MIN. 85% PURE LIVE SEED @ 180 lbs. PE
0 � 9 1 , I I �. , T _- --. i - , r - ��1.111�1�i� ,-' :1 A RE.
U) , 0 �4) - - - L - - .- - - - - - a with Washers and Inserts , - , r 9 : , ,�: � - � 9 r I , r I ::��,',%,�, -9 : -11 I � , ,. . . . I I
'. I � ' r - : , -r - - , � r . .�. - 9 _-) ��i . I I . I I r � _-,!::,� " !,,g� 0
9 � -.�.11.1 �NMPJIR 00111� _j�W�,� ,�'�
a 0 -, _L r � I I . . I I � I . r I I r I I I � - ,9e . . - 'f`-1: � r �, I . . , 2 ��J-��s�t.l,_"W. ,- . . . ".:� . I , 9 9 1
- t -e* � 1, I , Ir, _ I - -, . �-,�,- . I r, Ir � � .�,:... . - -
I ' 1 9 ::%�'.,' .. - , .� r . Ehandard :� � - �; A,�,. " ", - 77-77. , 1
9 NO i W i * . -
, � �: : _ , , ,r , , - , . �
nt ,for inforced concrete p �, r " - r , -�.f,'_ ,-*- "I - :.:�.. I , r , - ��,3prt
- r . ,� I , , - .1 I � , J - 1 9 , , I : � � , - � ., '.� -'.-. - ' ,7 - , "� _� ':
I � A
"L __ , 9 ty end treatme ipe may be used - � . -:�`,,-;* , . ."", �,," ,. -,f
I
= .2 . - �/1//W///>y///)1y// ///,\NY///��Y///,�Y//�>"Y//��>,N)� ne of I � � r � _-jJ4 L, ;1 I Mr_., . -�': -_ r r
- _ ,.:, , � I
I ,, r . 1 9 9 _: � _ ,I � .
(L9 r _ ' I 1, � 1 4 _ I -�`.l. 0 "n� M. �'.-. __t� 9
1 9 .;�: � 1 :,.",�. !,�-,� _;� ,- -, , �
'r I i -:, I NNW, I I I 11.- .,
.
a iied in ltem."SofetyrEnd Treatment I I � - , r I � -, V, 3; zm, .�.:.��-,, 9
V-0 � �, ,9 - � I � 1 9 1 : , ��. . � . . ,,,;, , p . I r I . , � �,� 4 " " , FERTILIZER: 3-1-2 RATIO FERTILIZER W/ SULFUR & TRACE ELEMENTS 0:350 Ibs PER ACRE.
, " � - ,
, 1 9 , , , r, r " . � �� 9 r 9 : , . I � . � . , ,�R�_ , �, c'l - - r �
� I I "I I . . tI., . . 7� , ..... . -1 - I r I , . . -
I - I . : r� 9 ,..,-�.,�'. . I �_" I '10 , .;. , �.�. 1-1 �
9 'iu�g .-. joge. . k% �, . ,
, -
,
I I - r - . r
7 ' r � " - , , - 0 , , *-, ,-, ,
� . ,
� 10 C: - 0) C � I I I OtMbr 9 9 9 : . I I . r - I I � * I ` 't r I - ,, , I . . . . - � " I r
"'
- . . _. aety End Tre t : i S US , .. r I r I I �� I . . . ... �_ 01 1, , _'. 9 , I;idgal Line , � � ,:: : 1, I I ---- - -� , , '. �J _
��
J�!�
_ ,
-
r . I L\\ - -1 .:
1_� � tor's 61+e e r �:� � �1.11�._.` , xi� I �
Cn 6 -.� -L I- 2 7171<\, � 9 n ed a Controc r rnot �a SK ,�: ::�,*.: ��,� ,., I � r
. 9 9 1 . 9 � I I I . ' _2�'t . - 1�4�. X:"-,' r r r � I -1 , r : � . : : � , � . . . . . . . , ., 1 -.--.. ::..:. r r I I
�� . to, mitered RCP, Riprop wi I I not, be required un less noted -otherwise onr �� :'r:*9r � ,; .��.' ,r r _.. r
" .1. . -1
,
r, , ; W1 , ! , � .; r I :-`.::,: -�-..�,.� I :
I , - �
- ,r r � 9 � � . I 1�', , , . 9 - - r I - R I I � r! t� k'�`�, ., - .. �
, '. . , . . , i . ,6
1 1 . � I , � _ r I I - _; I _� � , . , , I
r I . � � . 1. , � I
10 (3 ,� I - . ��- 9 � _�� I ��:
- L 1� 1, , ,
. . . ' I � � 1 9 . : I % I � �Ir 9 r- _ i 1. _ . , - , � . - li�'. �....�, - AP
I I r I I I ' I I r I � r� : � .. -:�, - , I r 9 -1 . . � -:�X- .,7! , , � r � I r I . . ll�;.;- � I.-
1. r9 r 9 r r I . 9 �� �. 9 9 I I 1: � � I I � : : . I � r ...::!:., r �,�,, , .1�� 'A . . _. .
� I I - 9 1 , , I : r I I . ','�. .� '41�! �41,, �
r r I .:�*, " 9 , : r , 9 , "� ." l�q ,
,
' , _ � I , I - 9 9 � _ _. 'n *�,V., . �� : L
9 P 9 � I � .. :. r ._ , , � , :.. - . I �
� 0 0 1 ,r 9 1 r 9 1 f r r ,� 1� f , ., " r � I " .1 r 9 , 11- , R . , * '. ,�. '_� TILIZER INCORPORATED INTO SLURRY.
I I I I r I I r r 1. I . -- HYDROMULCH TO BE "EXCEL FIBERMULCH If W/ TACKIFIER PUCATIO
. _I 6" I I
I .r E: >10 2 - I . X �- I i : � .� ', _�, , : 'A
,�, � - ii -1, f
I _ 1P owline I r r , - - - P"' `&,R-`�
I
, , t5- - -k �A the plans. , . I .0 111
: :7- ^1 ____ ____ , r Runner Top Li I . I I I . Precast safe �r
C 11 Q]
- F .-I.. - -
. � . . �_,-_�-, R ON R
� 9 9, . I � I .
. 9 W . � arc_ In Y4" Threaded I , ....1. " , , - .:,:.: � . ': . I r FER i
, 10 a - - ' I I S rsAlsted on .the "Fi bers 6 Concre e',Moterial rod � "9;: _� 9 ' - _� I r � I �: , ,r , 9 � � � ' ., t".._..:: �, r N _.��X - . 1, 9 . � _ . - �
- I . � - . . . ___ , -, '. , ,�, . , -
� " r ,-- , , �: I -,..., .1
, r ucer .� 1 1 9 1 , 9 .�,r� . . I . l'�.� - � � . I � I - I I , � � X 7 , I I
I a) Insert ", - ,' r - ,r 1 9 11 , - ; I I 11 I r . - --1 -7 _ -" .
0 L ., - .:..-,..*" r �_'.','.�.�_ ". ... 1��. , 1 1 - I ., .�,i�, � . '�, I "' I - :;., � 9
1 � 'N . . . . 9 . , , - ,� ,7�j�g " �.X�': ,
- ,
C: 0 0 (D 0 . . I L i st IMPL) may be. used in lieu,of�sfeel reinforctrig 16 riprop Concrete , . ,� � �,_. � r: � 9 : r � � - - � .. __ . � : � I t r ! I � . _.:�.-:-:-:-�,- � .; 5,�i - -1. �
. x r 1 9 1 �, , - A I .. .,� I - .� - .
- - - . ,� . l �J�qf -,�Uk�- ,, � ,r 9
�
r . 9 r . . . . 9 9 . :,* 'ffixe;.,;�;�a�E � -%'. r .1 r ". , �
, . � r. 9 . r I � r . . � r I - -
__ r � � I I I i'm r - � 'Ir I _1. I - i , - '� � AMERICAN EXCELSIOR
I r%iise. � I � r " , , r � r I 1 9 . . - � � . � I , I . 'r . I I � r . :;::.,.-' � ,
9 1 � � � I I - � , I . I r .- �, , , . � . I _ _ ' r r '� . r r. , ; 9 I 'r -
- I lktlqy = , , � . _ , ,. �
�. I ,�, - �, �:_:-.X1:.:_, i� IR11 I., . . 11 I
, R� I g
- r . � � 9 1 I � , I r, . � � .. , ." " WOOD EXCELSIOR BLANKET TO BE "CURLEX 11" EROSION CONTROL BLANK , AS MFD. BY
.
I I * "
C11 , r � I 9 ' r . r I 1, , � , _"` , : * : '4 - ---,- .. ...X , I .'Mm . -�*.�--��-- � - TING TYPE. HYDROMULCH, THEN
.�l ___:
9 9 , r r ! .i'�Plff, INA I , � . .. CO. (OR
, � , _ �
��01_ � I . li", - S.- � , Em
C: 1 1 9 r � r r . � I -1.1 � - " r �,, .1 .., . . . . , . � 9 . I � 1._..��.. ,'.. . I , *
r ' I , -, .
; :: I I � 1. R'. �� .., .
� - - 1 9 jl�; -'r; �q � 9 . � I - _- � I I -QUICKGRASS -
I �
. � 9 a ct. sho I 1, conf arm it) requirements 'of � 91 - I r I - - - `l- 'i � � , , 9 .';'�%,*.:,..: �� -J� -� ' , i_,__
C C a . 1 9 .Manufacture ofrtfiiS pr du I ... I -, . . - , I �:*, (rpumlal,l
Ld � 0 1 � I � I : - � ,, ,, x . � - , _�...-. � 4� - .�..- r � ' - " 9 r � . ,� `22'jM',�- 1 AL) COLOR TO BE -GREEN WITH�STANDARD NET
I I r' � , 1. � �. ,:'.-X,- R -,, . "... . , _ - 'm
OLOW Item "Sof6ty End TreofmL I .- 1�
. I r 9 r ,nt 4 except as noted bel oiif : �*: . � I I I . � i'MKM H F. ,.: 9 1 "I -1- I 1 9 . r �
91. � I I I I I.. . . I , . I , I ..."'.... ., �-�X, n -
r � �-,:N. 4,i _1,91rW �:':';,,�, I �, r I INSTALL BLANKET PER MFR. SPECIFICATIONS.
I . � . . 1 9 9 . r . � ��
9 9 � - I I r I 1 :1i . I r � I � . I ". 1� ..1. 'S 'e. I I I . I r ,� '�'.: �4 ' �A,-,w,' z�:��,:,_,- fm 6- I . 9
ll, �- I I I I I , . . � ;�� ' % ' :::..". ..... '-
I I
M . ,- C, � I � � , 6 , . , Z '
i -,, ,,, - , ,1�k * ' - -., r . i I I , '-, 9
'. � - , � . I , __ �, 0 4:,
I ,
� T
.
r , . - 1, . -,�, - . -:,:.:Z;.� 11 , ...,:-. .. I
I � - I �, , - �'e'l ",A I .
r . a, a e a 9 1 u eiing shall be #4,at 6" .K��ade 40): . _,� , . �,� � - ; - � �� ' 9 , �
it 0 3: D E r I - I � . atr �, * 1. - � � I � .� � I � , " r . : �� ; .! .. � 2?F _ � � _' " I � � I 1 9 i;� -
3: . � . 9 � 1 9 . . .%:... .�'11�t, I , I r= : , �� �! �
. � r I r . r . : I :.�- V 'a, ,� 2 1. i
9 1 60) - each r Way � O' '6 �x br:� NIZ. x�*WI2..: - �.,� ., - NUP - -�-:-, nab I
r � ,or #4 r� (Grode _ r,. . . r r I � 1: I . . � r .:", , " " , I �, I _.:::X" 3 , � P - r I i/3 L iopti.
. - 3 0 W L 9 OPTION �B 9 9 � . � I : I I I . . . . .� .� I .� I - . . �, � r
*
. "a M W 0 � I r I � � � , I I . 9 . r I �_ ..._1.1..1.. �1;t:,R� ,,!-,� - � . r : �: � . , , - - 1_��, .. , . I
� I I I I . I I I r 9 . . . . , .. _, � I r I I I � - - , ?4' * " 4 - 9
1 .or 5 x 5 --WIO x W1.0 welded wire fabric. -1 - - 1 9 1 , ,� � I 'r I � � _ - - , , " - - , I . , r � ::.,:::,�:', � 4 * _1_ r 7. GUARANTEE: CONTRACTOR IS RESPONSIBLE FOR WATERING, MAINTENANCE AND ESTABLISHMENT OF GRASS FOR A PERIOD
I-, < I: r 9 , I . I � � .1 � � - � r ",:.�%,��,- m, �-. . 1 9 r . 9 - � �. ��r.�� *1 -, ..� r 9
4) _J� .�- L .1 9 . B..Concrete for precast (stee 1 -formed) s I ,r. I 1 9 r 1 9 - 1 9 t � . : �, 9 . � . � � , 9 ,,, r, ,,,, , , � ., I � :. �*Rl� KF�IiL_l _. _-.1 . I OF 90 DAYS AFTER FINAL REVEGETATION APPLICATION FOR PERMANENT E OSION CONTROL. CONTRACTOR IS TO GUARANTEE
7 ections 'shall -be.Closs *C". . I I - -.,.�%,:.:� ,-'.,,r.-_, � �.11".
- , ` ,�� 9 r I � I I I - . � . I
�.-. 't ,� .� � I
, . 9 mz� r I
� r - I � : r r . . � '(0 a I ; ,
0 U 00 � .,:.. -, , , f� , , � � ,.�.�- t
9 � 9 :.*.. I.::X : --
. � . . 4 1
. , - I .. 1� . . . . �.:"
- 9 - 1 9 . _... MV -1 �,Mol..', � �%'.-,-"." ALL PLANTED MATERIAL GROWTH AND COVERAGE FOR A PERIOD OF 6
, .1 I � . i I . I � I - � I � r , 11 . r 1 9 . 9 1 1 . �.. - _* . I H, , , . , -:� * * . - . '_ " * , � , : r� " . r MO, THS. GROWTH AND COVERAGE SHALL BE DEFINED
C, � r r - ps i . . . 9 , - I r 1: , 11 , , , , � - , , --
0 93 � LLATION I . with a minimum compressive strength of 3600 , I I I "I`l.*,--,%' , I. -I...." L I I I ,r - r I . - .. ' 1DOO it or I
�
, I I 11 I ,,�, �re' .....-I '400 moters I
. 9 9 9 1 9 . 9 X1. I 1:1 � - r � � - I I � - ...... . � AS 95% OF THE PLANTED AREA WITH UNIFORM COVERAGE OF GRASS GREATER THAN 1" IN HEIGHT WITH NO BARE SPOTS
0 i- 0 1 . expense of the,Contractor: the:nexf larger size , ,� ,-,, ___ - . I -
(L . ,:�., , - _,.- 'I, r
I I r I I 1 9 9 1 �.-_ . .. � _., _.- 9 r ' - 99 1 r I I :,_-.-,-..1�1 -, , ", :'- r �
9 1 :..... ��:k-. ' r - r ,_ r . , . � . . . . . 11. - . . - I . I ;, �
41 9 - , 9 � r 9 1 1 9 � - r, I � - � "a I
OF SAFETY PIPE RUNNERS of Safety End Treatment may be ,furnished;r as longr-os the -D" d I mens i on �� . I I 1 91 11 I . I . . 4 . .� I � 9 1 1 .. .,�� . I . .
, , , . ,r � . . §!F *1 * , - - i ,
I I r : - - ,:�� , : �, r I . �-_ - i . GREATER THAN 2 SQUARE FEET.
I � �:.
I
r - I I � 9 . , � . - - __
, . I I r I . 9 9 - � I . r . 9 1� -�-: ":, I 1, �.'_.' 1_1.*.1-'. ___ .- --
9 . r � r . . : 1 , , - r r ' : � . r . � 1;�_ . . . . . . . .
(D cost is that of the required size of pipe. � ' , ' � 'r 9 ' 9 1 19 - I 1 9 , x , ____ E.yffl , . . � I
,
I I : I "" - I -1 I �
-1.4 - I . 11 . � 19 * , , " a, �.. . , __ _,� . , �
1_ 9 -are desi � 11 11 r -_ I - 1
9 yield ' � r, I � � . - - ------ ,;-:�-: . .: ..� lj',J��..'JN",',�, 'I" ::. _ �
I ,r I I r 9� 1 ,� .... 1 ,9 1 r. .:�<� X , ,. : ,�, __ I
0 9 r . . I I I � I ; I . 9 _t, , * , *� -1 4 I,- ....._.. __ 6, . �!. '. 1 71,1�
(If required) � , Pipe Runners .gned for o,,troversi � ng I ood of � I 0, 000 Lbs atr � ... I . , '� 'y .11.11 ill �
I,., - .- " �, , pl 1-9., - --'-
9 . , I � - - - p " , " 9
mm search ,Report _280�2F, �"Sofety ,Treatment of .Roadsida '�� r I _ .�, � "N. -Ink -�,:-:;`%, * ..:1-.1 W" ,.�:,Z.�.' ,
6" Min, I � - I.- I i I " -PROVIDE A SECOND APPLICATION OF SPECIFIED SOD OR HYDROMULCH SEEDING (AS PER PLAN) TO BARE AREAS NOT
M 9 . , . I . � I . . . . . � I - V` � r r r " ,I - , , ,_�,� ;
� 0 1 , - - , 1115110 ,9 1 � I
r I . 9 r �-.,� 4, 's , , � � . - � ,,
1 9 vaif, 1, -�-.-,.. 31 � , I �,�,, �::.-:`., ,A.
9 . , "" I . ,��Jy�. K. ,v'4 �,�, �,' ,� � ;
r. - I -�Z, "".- I , : ,l:.: --l- -.�. I � � � ;
9 1 1 1 ".., . I . I , - . - - 1-1 .:-:: 9 I :
51, 1 . 9 r - � , . lW.11 ,�. , -*- . I
I �rfi',�'�'��- '; iL'^'.*n4� '-':-%.:-:�: I : ' r r � " . I 1-- ,, B. ,.,,,.
- ASTM A534(Type E or I I . % I" " `%- � � . .
� e Structures", fe, March 1981. �. - � t- # 9 , 4 .11� I-` `-1. I ,, �k MEETING SPECIFIED COVERAGE - TO BE PERFORMED WITHIN 60 DAYS OF �INITIAL APPLICATION AND IMMEDIATELY UPON
� Texas Transportation Insfifu _ , � N, I `
.
� -�:' , � � r I � -9�11,.",_ ff -, I 1AR
,g � . .- . : J'�,,�. . - - -
- � �- . : r . I '..",, 1 , r 1 9� 1 1 .":" ., -F.-ul : _ . �
14- - r I I conform to the ren r I I I � 1 2 . I I � I I I � � , '� r �., ,_ - � . . " I 1 9 1 9 : �: . , ,::::: S =91 �. � .. �
I � � r I -,l-..,. ,4 5 - � . I . . . . .
, - , 11;,74 , ..
in , 5" 1 S, r r ,B) , . , I 1 9, r .,'.., r '. � , pr ,toOTIFICATION BY THE ENGINEER TO REPLANT.
�9 � � � - .:. -* ,J� ��911 I ,-� . . !
r I 1, , I � � , - I I , � r g.. - �,� . . � I � - 1, � - , ,;w, . .:::. � -,- . . :
I/ 1� r , 9 . .:,:.:.-_ .. N,v 11 - I . � �, - I r , � _ �....., . . .- I
r . .. , - .. -, :,!"., 111;�_:1;1`i 9 r 16001101
1 : r .:.-.,:::*, fffi "I 17 tA."".'i .Z.: 4 . l-,---- 8. CONTRACTOR SHALL NOT ALLOW SEDIMENT TO ENTER DO S.
1 9 1 _-1 ..; I l_�, I P; �. . � . 'C i
I , - I � . :'�� f, i , , "'. �,- . ,
` -
I r� Api�51_X52. r r . 1 9 r .. T, 9 r I . I I . . . �, , W � : � ,� . - - I - r -
, . A4�1 "t. , t4' 1, ,
� I � I I r � 9 � � . � . . . .M - -.1; , .. . � , .?, ., , �
. : f�',x ,,z .,l;, ,!,,'i . . .'.-,
I 1 9� . � - � I . ,...: , . I � �i�� , r
�,
,
i " ,
___t : cpt ecing, shal I be galvanized of � - � :_ g , %, i
! / . Min 1- min r I Grode'B), ASTM A500 (Grade 'a
I < I I � � r I te . r 1 9 -, I . - 9 1 , , " . .1, . . . r 9 , I - - � � iz ") R5
I ' � I : ": I - I I I I .. I.- . '. �-,'
I . / I � :-. :-:,�. :�:-, , , r � r,��O,f��
. 9 r . 9, abr Cation. r Galvanizi ing transport or Construction shall I I I "I't �.,�.. 9 -1 . . I
. r r 9r � I r r . . .- . . . I � � I - : . 9 " - . I � . -
I � r r . . i . r 11 .1 . 9 " " . r. I I _-,�.,�� ,- - r 48f) i ne ler,�L LL -
. I : - , , :T,- � S, STORM SEWER & CHANNEL AREAS
. r 9 L 9 I � , r, I 1 9 1 1 1 . I I I . 9 . . 1. :j,�. �___*, L . L I r L' L .:,:-:-:.!, t --� t. RESPONSIBLE FOR CLEANING OF DOWNSTREAM L LV
1. L_ = I . ii �, I t .-L i I I . � L r .: �::,.: " - � 1 . .�'. ,_ 9 1 ,9 , jg� � AND
I . . I r - . 1. r 1, � I L L I I L � I � . I L' ' 9 1 . . ,.- __ r .:-;-:-:��, K�!�_*�,wlAb�.Vi M �_, I
- - . L I r I _ ::::-.� -V -_�J'! - . . . - . . . ��.,
- . - - - . - - - - . 9 1 IL I I I r I . Ir � I I _ " L_ ,%., - , - L -,i, 'W�11 _Ii� � REVEG-TATION, SHOULD CONSTRUCTION SEDIMENT BE - -.
L r , - . .1 � 9 . **,,'- 0-"99,4ii :",-%;-:��: L -, -_ .--� I
. I . r . I r � r 9 . : , � r I � I � ..,., 10 11"nry � - I 1 4 r �Kx, � Z4 ,0�_-R, I .. . . . . .
.0 , , . �. - a I jf','N� RESTORING TO ORIGINAL CONDITION, INCLUDING ESTABLISHMENT OF
_"� '* . I I � L I I L L,� � � N , - , . I .. -:.��,,, _�_
_x �,�
�, 'I. ..;.:.:-, " -11
- � . I .� I . L L ,� ��l,,-,,;-'T-�.�-'Z',,!,�'�,'�ll'�.�y.�I .-.-� 9 � I /: N�,�_'.��,_ � . ft--;"'l�,�,' FOUND OUTSIDE THE LIMITS OF CONSTRUCTION. i
1, ,
L * , I I . 1 9 , 19 1 ,:� -1 9 L
I � .1 -X'� , 1. I . I ,*.-.-.
0 . r , . I ,� I . L ., �� - , I L -
I . , , � - / I � r I 11 L 'r .. L I I __ / .-,.:X--- 11 , ...... 9 ,-�-: 1:4�, ,�t � .1-. 9 1 9 1 V-� __
. . L 9 1 1 r � 1 1 L I L L . . I _�.. I . - . . . I I
L - �v�__Z��,','_" "'. . . � . . . -
Q� , � . . , ., � � L 'r - I ; , ,-�.:.�,-." I __ I - �;. � - - - � _-..-.1. i _� I
I . ; 9 1 . . r I r : - - :101.Ailt47�1 8 YP', : _ : r ."0� 4L al& ,
C: r 1 9 1 1 1 L L . �4 :;� .;: I . .. wgg *?�n,:;Z� - . 10
� / 9 � 11 L r L -� AOt . JO�r �'.:�:�:,�
., L 1 9 + , , , r �, L' 1. 1; - .'. *� . . 9 "'.......-L . �, - . . .
,, .. . , I . 9 � L � : -,: , .& �'X: I L I L, t
I . / � : . . . I . L __ _L : � . I � 11-11. 11- S f .. 1 9 L . I . - � . I , . . . . . . tl��, � -
I 9 1 L L - .. , r L , �,_.__-.'. ;4�1'1-4�7,_ - '., 'i " ,.
� �Ilx - � , . . . .
, , . . G, . . . . � _. .
I ,
�"L, '- Lr " - r ' , ,_ 1-0 �. I � L " I L "Z , , , r ' , � . , , . I 1-1. * � 10, r I L 9 1 1 Ir 9 9 r I : _. i TexaS Deparftivd of Transportotion 9 L 'L - I - 11, '1WMff1 Y&I -.� r -.1. r 'r 9" � , , 1 9 L L ": ,*� " �i,XRL �, 11. �� I
' , , t . I L ff . L 9 1 L I ; 9 ,*. * , r , - . '. �
;,_',""�LL L;�"",�_:,�', �, _",, -L I - . I I r
I ' �, , � 11 _ . �, ",,� , l�,�., ," L� I I t %, L 1. 1 9 '�": :�'.-, I � -x .. :..-�i NA " ?VT L -�-,��,..._ __
[9,.1. ,-_,,,��,, ' ' " , _ , I . " I L � ,t . . r". I r I .rg , - � L I . L 99 L I ' � �. , -1 �i�m�,'.� r,� . � I I I L . ,9 . - . _. � ALL ITEMS NOT INDICATED AS "EXISTING" ARE PROPOSED SfTE ELEME TS TO BE CO
, � ,� _ . . L L : r 9
� _� ,�l I � _ I
, j_, ,� , .1 . . .1 I .1 9 1 1 1 1 _
� I I �L�" ' 1;;`1"" , , ' L I . � . � I
_
� - �_"_ ' �1` _ � r., &Idip r DJW�� . , .
�, !" 4 �`� ,� , � r � :J
� '� ' , , ,:I� :��L 1 ,L) � L . I I I � , I
, ,� � ,,r , :� - a I - � . � � : . r : r ' . . I I . L I � , I- ' L W4��Irllf f �yl',
� �, , _ , �_, r I I . I � 1� � I �. . , ,�r I - 9
, , ' L � 9 1! I I � � _ , . .11 11�tl Q Invert � E . 11, I :j I 11 �.. - .4 NSTRUCTED, FURNISHED INSTALLED, BY
, r 11 . . r r - r L - 9 r I
. I . , I L I . r 9 � L . .. le, 0
9 L . I I I ` ____ . . �,
,_ ____1 I .1 and , 1� 1-- I � I r r .% ,_ , .... 111 F THE CONTRACTOR. ALL ITEMS NECESSARY FOR PROPER COMPLETION PF THE WORK NOT SPECIFICALLY CAI I ED FOR OR
� " " " -, -
I . I q - L - 1 9 . I r r �, ! �, � r. I L . L .. - I "�'� , , ,
. I 11 , - r . r , � I . I . - , -
-::-:-:-, 7 �,
I " 9 1 1 9 L 1. I � 9 1 � . I � 9 001 I '' ���i�-,-": 760 fl,�,.l �, NS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND CONSIDERED SUBSIDIARY TO THE WORK.
IV - I @ . i L : PRE,CAST SAFET Y END "I Nrl : ,I 19 , ,
. , � , I ... I I - L' I 1 9 - 9 . . L L., 9 9 9 1 1 1 -.11 ....", 'a L ii 0 , kl_ - � * . , , "
I I �: �,�t , L .,-.-...%.� .. 1�1�.
in - � ' ' ' 1 � - L . ' 9 / : �, r : L , 1 9 :::'.'._*. r -�,
U) . Boc = C A / LC . ., / --A d- - = __ I r I L L � , � I . . I r 11 I , I L ,9 99 .9 11 r . L' r :- 11 . 'L �,.�,._i I:': �" , 9 r r I " , . ". .� �. . � � ., ,
. Z _ �', iv. .
,. " ,
" "I _.
in E; \ . ./ . I r r L r . L . _, ... � . . ...-.. V 11,��kl� !
``
- 1 L , . . � . . . . I 1 9 9 .1
1-11 .- __ __ - . I . t d I � � L 9 , � : . L � I/ .'�i:' 1� I . �., 91 , ,9 � �. L ,!, I
. . 9 . * . L I I � I , � L L '' * 'lK, ` �
. I 1:� , �/ . I section may I r I L I � i��. 'i <0 `11F.111i I'— -, , -"� - I-
I
I I - '. , . : I 0 r 9 1 1 9 'r I r . I - � 9 - � ,; ,AVAV.�',
, l
�
e
, ", _.
-
,�., ,
� - S
\ L . -
, I : � % 4, L I - , - IN& , - - � . - � 9 1 4N ...'i"19 _11� Al, .
.. . . � - I I , r . L 11 - � , , � � I I -, -^,:-.,-r: Flot � �4,";� i�-.�-��.!��`,� ,i& . , _� 1W -, �1-
- I M "I , "' - . . . . . . . .
I
::� r �� . "), I . , 9 1 1 r � , ., , �,� . � I . . . � N.* 113' - ��, . - . . - i I � '.......-O , . L ..'J", -, ,
0 . . - - " , I I � 1 . ,W, �
, - * I . I man da. .,� . \ .
� -I ---- �, __ _1� � . .. . . _ - - - - �_ < . . l . - '_ � * +. 9 1 ., , �� );V'�,
� ,
� - � : � L , �, . , , . - 41 "-- � � WORK � ',�, ,
. 2, I � * r ' ' * . I - . 1 9 - -PAR E . _��'-'-:-�, � -i:�, - - r �rj!,, �,��'/
)* .. - _. .. . . 1: .1 .. I TYPE � I � , I - _ ,A
r I I . -, 9 L 1, � - , . � I '11�tq
� �_- - - �- I i with spigot 0 - 5 r - 1 9 9 1 1 � . � I - .�,.. 1 9 M ""'71 "' ,�.;9- '13 7 "
I . . . , . I . . . , . . . . I ,�WWM 'r ,
__11 � - - __ - I T - , . r . .t ,:�!.*: __ I ."", .,
. - I . r 4 '- I . - ! I I . ��_. ZArWl `
I N - - ------I 11 1, kJ or bell end I in � I I r , r I I . I , r, , I � I I � - � � , � r'. ,:�:-:-�-: , - � `4 - - �%.:-:.:%. I . 1� I 1 9 � I - * , , ,g ,N"�.2%j�, .'-'.', *.*. I
�
0-1 �, - � :E I . 9 1 �: 19 --- __ r . .:...:.r. .r N19
9 1 . 9 . 1 9 9 � ��_..::.�-�--.. ,?. I I I . , ---;-�
E - - - _. - - - - - 9 . r'. I -1 � . r I � * - � " ... , i. .,�ii,,. '. , .,�.,� 9.
- , 91 r ,r r I 1 9 11 r :: � � .,.. .. ��'.- . " r 9 � '4,9.�,4 , . r , ,
, � I I
I r : - . 1. . 99 .1 I I r . ,
"
I 1 919 r 9 1 . r � �. , 9 . I 9 -4 N '_ "'.':";.* - . I . . , � rJ
9 1 . I ' _ .- 9 r 9 . ,,�4 ,�,
� 1 9 � I I .. . .X !:: .. � : , r9 I I * X, ;,:, ':
�:� , ,7,, I � � � �
. _ i � I I r I , 11 , , _ - ... " I �'.. 1, Ir . � -,�v -.:,- '........., �
� , , �. ..... r . � : r , . -4 _ ,
r - I � I � I I . � , , 9 �, � r _. I I . r 9 - 1 - I I � 9 - 9 � . ::-.,:%::� � - 1, 9. ; �., . 9 , I , , * , , , ! � W i
. '. En " I I 11 I I ,r 9 - � ... - � I" . � -, - , � -
I r � . I � I I � r . 1 9, t � r I I I , I r ! -:.:- :: 1 9 .. � 1, � .; '_ r � � �: : - : - , K RM Jwf:
, � Cf I 9 � . 9 , 1 9 1 1 , I I I I , . 9 _ r , , 9 1. . 9 1 � 9 1. r. , -9 1 1 � I I . �
() � I r . � � lh e . - I -, �11 1. : :9 . I I I � � �9 � , �, I � , I J 9 , I . I r . I 11 - � 9 1 � - r . I I � i
9 r . 1 9 . � � I I r r I . 9 � 'Sp � I , I I 1 9 r I I ! I �. I � I � : . 9 � I . : 1 91 , � �, � : I I I ' r 9 . � I � � �
-1 ---- � I L � . � . � . L, PSET � ,
.R � OPTIONAL JOINT r 11 � � I � I . I I . 9 . I I I I I I . I ,_� � I � ' *teM I I I r - 9 ,:. I : L , 9 L I � � Short,Term .
9 9 1 1 Lon d � ' � r: . I
0 - � I I � I � . I r , I FILE� CK, r I I ,�� ._ L r 9 r I L 1 9 , r 1 9 � I L � .
9 L_ . psetspseAgn ON: , RLW 6" XLR I M JTR , , I _L r . � �
9 , J LGAF r � I I � �, I I , r � I ., I 1 9 � I . � r , I L I � L . I , -
r I I 1 91 1 1 1 1 ' L 9 r r 9 9 9 1 .1 r r 19 1 1 , � L' : 9 L
a_ - I . . . . . 9 (DTxWT Febrtswy r 20 1 0 9 , DISM _CT9 , 9 SKET I I r ! r�', � � - 9 9 1 L . r � L �� I . r I � 9 - - I 1 9
'Cl I - , FrMA ala P;Mj' , ��.: ,;�rj r 9 1 1 � 9L r � r . I -, r 2L I
L I I r . I I - I L . , 9 � REVISJONS r� , _ � � - 9 11 r L , , _ L I 1 9 r 1. 1 9 1 1 L L I I . 'r L . r I I I 1, 1 9 1 . 9 r
. r � L � . :--r:- 9 9 1 9 1 - I . I I � I � " . � I � r I r I r , L r 9, L
'D I r a d Treatment)r : I I L I L r I , , � iAW n�ft , r . r � . I I , L L � L I r I : : - 11�11 . I I I r L� , r , : �' , 7 L . � r 9 11 1 -9 . I I I I I L 9
. I I I L L . . I _ - � I . 9 1 1 1 r L I I . I r
-1 9 9 r I ti-im (_,r: ' , . L __ -1 . ; r -A divided hight,vay., -
C I I I I I . , r -
I . 9 L � I L L I I I 1 9 1 1 1 aym�*tjt fib_.. , .:L.:L � r COMIT 9 , , rlLt"RM [!1HJ 48 r HIMAI . . L L,L _,�. ; r 9 �, � r . : 7 � L ,,, r L 'L� e r _", I- �7 ,_33 . L� Lane Closure on
a , L . r 'L 9 . I L I r r r L L 9 1 �r, r I L, - L . L I � L ' ' I , I � L L I I 9r _iU I r I I _ 9 1 1
9 : 11 . I I � 1 9 . . I i � 1� - .9 1 1� : �r I' L . I r' : '�r�'. �, L , r �L _ I I �9L ,, r L 1, 9 L . � . L- I L i
_J r r .L � 1 91 1 1 1 � r _ :J I ' r ,; � r , 1. �: �' L" , r I L I I L � I I 1_ 9 � � I I �
I-, r 1 9 1 . r L L . L . . I I - �� ,, 1 r � L, � , � , _ , ,, r . r I r , L I I I L r -7 1 9 1 r ,,. , r r , . I r " I r - , 9 , , : r L . . !
I I � , 9 . - r 9 r I r � . I - L I I � � � I L ' r . � r I I � I - . �, � � �L ��' r : - �. � � � ' L . , , r r � L , , . I I . . 9 , � r � L , 1 9 1 ' r i
. r I , I ; r L L I r L L I , L r L r , � ' , : _ L I r ' � L� , x�_ L9 " , : I I I . _ 9 r , , � r " . 1 9 9 N� I L ;1 I - - r 9 9 , 1 �L r L i
± 9 r � � r :, � - I r : L : �:: � L � " : : ' L ; _ , ,
r I I L 9 L I . 1�� W �!: ]� L � r " I- I ' " - - ., 9 , L, , 9 , 1 9 1 9 . I � L , I
ON- L r I I - L L 1 9 L r I I : 1 9 r I r 9. � ; r I L I r .� I I I L 9 1 L I I 9L7L�L I , � � : , 1 91 , L , , ' r 9 1 1 ,
I I . I I --- � I I L I I I . r 1 9 1 L I I - L . - I .... I .. I . 9 1 L.:L . . I ", . I I . � I I I I I � I
I L r L I I I . I I I . 9 1 . . r' � , - , . � , I , I r 19 9 ' L - ' � L I 1 99 11111111111111111111 ; � � __ I
. L I I I . L I I I r I I r I L' ' L, 4 .L, �, L- r r � , 91 1 9 L - r . L 9 � � � �, . I r " , I I I I r � LL I I . I - I . � �
r 9 1 1 " - 1 9 . I � , I '� �L , :: , , ", � � , r I : �', r � r : , I I ; - I I � I I I � 9 1 9 1 L I � 9 , 'L I , : ' �L , . - 9 1 1 . I L 1. I I � � I I � ' 9 . I I
L L I I L L L r I . � 1 9 9 9 1 9 , � _ , ". � L . r� . .r I �; . I , r I - L' 9 , r 9 :� I 'L r , . . �L . ' � L 9 ' - Lr : . I I . I I - I �', I I r 1 9 - r ' . I :: r I � L I . � L 1 9 L I . I L I I I r
I I I : r : : , . I L 9 . 1 9 � �� , ' L " , : , t: � , _., ,_ ' - ' : - ,� r ' ' , r I L I � : � ': : , 1 1 1 , , L r �L% L � I L .
9 L . r 9 1 1 1 L I I I I I ,r I . 1 9 ,9 � i �:� � 9 � r r �_ . � _ � _ . r 9 r I . I I I r , � , rL ,� I � ' 'r, L , r - ' �� L :L , I I .. - . I r I r I- I 1 9 1 .1 I L L 9
1 9 9 i 1 9 L r I I L L r I r 9 r 9 L 9 L . r 1 9 , . . . 1 . I I r r I . � _ '� r , _r' , : � I i . �L L ' 9" � r . ,� � L ; ,:, . ' ' 9 L r9 I - �, , .r 9 L I I I L I . r . r I I .1 � ' �- . , � r - r , r r ' � , . L I 11 r . I L I -, . . . ,
. L L � 9 1 L L r . I � r ' r r :� L 1 ,9 1 9 . .
. L . I I I r � - � 1 9 1 - I � r : r r I . I I . I r L r . � : 9 9 , , I : r I : L ;9 9 : � , r L I I .1 L I I 19r 9 � , , r 4 ,�, , - L r r , I 1 9 1 � I . r 9 L I � 1, r L r, I � _: L, ' �, r 9 , I L :L � , I .r . - 9, . I : ' I , , � I- 11 I -, L I L . r 9
1 1 1 r I I r I I " L 11 r ' L ' , . I , 9 - r I I I . I 1 9 . ' � 1 9 L �: � - I , � I I ,�, . I ; r I r L L . I . I I I L r
- r 9 9 r I I 9 1 1 L . I I � I , � � I - . r 91 . :,L L � , , r r . , r � , � � L L _ 1. r I r r � r I : I � : 9:: : I 1, 1 9 L L 9 -9 L 1 L I , r I L I I I I - � I I L r � L' I . . : � � - _� 1 9 1 9 r r I Ll 1. 9 r r' 1, , I I L .
L 9 I- L r - , r r r I r , L � r I I I , L� , L L _, r I L 9 � 9� : r I . r p I I I , :. r I I I r I - , _' L I L i I : I I , . : � I ' � r "_ L r L 9 , _ C _ I L - I � I I
, . I 9 L I L I � L :, _ I , o _ - -1 9 1 1 r \ L r ' 91 1 r � I I I I - � I I r �'q J L � � : , � . � L I I I L I � � I � I
I r r L : . L � : I , I I I , I 1 9 1 , I . 9 r I , " L ) - . r, L � I I 1 9 L � , I , � . I � _ : I I r I r 1
9 . . I I I L 9 .� I , , 9 :9, L � . I I -1 I � ,� I I I - ' r L , r : L . I I I -
L . L I . L r L 1 9 L - I . 9 1 r� r: 9 . I I I . , 1 � L L 9 , 9 9 r I
. L I I r 9 . , I � I L 9 L 9 L I . I I- I r 9 , r � L r I r r r . r , I I I I I �, I . r ,� p - .r ' - I .
1 9 . , . I � I I . I f , I � 11 9 1 19 , .1 L . �, r 9 L L . I I I . I . . . - 9 1 �, � 1, � I I � I "I L I I , r - ! , � L I
I 1, I L I , . I � � - r r L � 9 1 . I I ,., I ' L �L�' L . : ,� , ,:� j , . � ' � , I ; � �: � - � , L, , r 1_ , ',L r ,, r � ' I : ., L , L I .r� , L , � _, , . .1 r 9 1 1 9 L . � : , r I I r . 1. r L ` � I : I � , , . ' I I L � r L r L r - ,�L "I . I 4 I , , I 1 9 1 1 r � L 9 � 1 9 1
9 : � �: 9 , � L ,: I L 9 'L L I
I 1 9 1 r I I I I 1 9 r L L, r 9 I r 9 1 . . � 9 � I L � L L L 'L , 9 '9 I L , rL : ,, ' r I , 'L � , I � I r L r , r �� I , i : � ��: , , , , i � , . � L ' r - I I . 9 r ;
L � . r I - I � 'L . 9 r I - L I I I , L' .1 - : ' 9 " , � � L '� : I ' '. � . L - L � _ , � r � : : �, ; � 9 � L r9 . L � I 1 9
r I I r L ; 1 , � r , � 9 :; � ' " * L r ', � , �' : L 9 r I L
L . 1 9 1 1 . i 1 9 1 4 _ . . - I I L . r ,, . L I , , 'I, � 9 ' � : � I ' " ' _r
I I L I I I L 11 I L I I : � ' � L ' ' �, ' : : , ' 'L �' L , I L .1 11 'r I � _ �� ,,r, I L r I � - r I I I � � r r
.. ..... I . ..... . - _r , , . , L r - 9 r , , , , L L I L . I - I 1 9
Z
0
I-
1 -
Of
0
V)
- W
n
X
paq
SCALE-: 1 "+20'
1
DRAWN BY: IBLB
I
I
APPROVED BY: :,AAP
DATE:
i FILE: NOTES & DETAIL
m
(6)
-4� R4
- - - - - - - - - - - - - - - - - - -
14 400,
300 EG CEL LANE
1-1 ------- -------------------
--------------- zs
luvI/AtItm- - - - - - - - - - - 7
- - - - - - - - - - - - - - - - - - --- - - - - -- - - - - - - - - - - - - - - - - -
- - - - --- - - - -
- - - - - - - --- -
0 270.14!
FL - 274.07' 0229
Mon
fc�� , - L 11
------------
r.
F
E
j27-3;-0�7`
in
OVERHEAD ELECTRIC UNE----,,, E
"t -1
—6j
E: 4_ ------ E
9— lffam.�
27"
VOc723-, PG' 689
ELECTRIC
VAULT
Or
.0
A L.,L r.L J-J�r �
i
0.00 20.00 40.00 60.00
....... L, Ll. L, L/ I . -.-- r / r: ' ----
jg;l �r
20.00 40.00 60.00 GROUP HWY6
265.00 0.00 GROUP HWY6 GROUP 'HWY6: GROUP HWY6
z 00 cj K r --
U-J>'o co
265.00
IL
GROUP HWY6
-6 SECTION 7
GROUP HWY6 SECTION 5 SECTION 8
SECTION
cl) 0, 0, u -
z
(D C)
SECTION 3
— <
SECTION 4
mmisimmum
Yu
f rirt rN
t�
q�pI
QD
(y- 7
Lu —
z 00 cj K r --
U-J>'o co
LiJ
U) w < 00 00
X —�57
>< tLLJ0, a
U-1 :D I-- r- -
cl) 0, 0, u -
z
(D C)
Lu
Ul < n
— <
— LL
co
OMM
OF
... .......
ALFRED A. PAINE
................................
97221
z
0
(L
ui
1-
Q
SCALE: 1 ol=2lot
DRAWN BY: BLB
APPROVED BY: AAP
DATE: 8/28/20'121
FILE: SITE & GRADING
4
GENERAL NOTES: LiJ (\3
CD Lo �O
p
ry co C\J
1. ALL UTILITIES AND SERVICE LINES SHOWN ARE TAKEN FROM RECORD INF�10�RMATION SUPPLIED BY THE UTILITY OWNER OR LJJ LU I
DIREC71ON OF
FLOW
1W WOOD STAKE \0
O.CILW. DRIVEN
PAVEMENT TOP AND BOTTOM BARS > co < CO CO
STD COCS SPA= W, APART CONTROL FABRIC,�', ACCURACY OR COMPLETENESS OF INFORMATION OR DATA RELIED ON TO DEPICT UNDERGRO L_1J
#4 REINFORCING BARS AT 12" O.C.__ FASTENED'SECURELY TO T -POST & WIRE MESH LIND FACILITIES. CONTRACTOR IS < x
#5 BARS 7" O.C. EXTEND 14" O.C. 24" INTO #4 BARS IS- HORIZONTALLY LOCATED BY INDEPENDENT LOCATORS. CONTRACTOR S RESP NSBLE TO REPORT ANY CONFLICTS BETWEEN LJJ > < 0 L
CLEAR (min) T40ST -- _I
STORM SEWER (D cr_
D COCS 2 2 PER HAY BALE WIDTH, PLAN AND ACTUAL CONDITIONS PRIOR TO CONSTRUCTION. 'OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE LJJ < U)
EXTEND 24" INTO PVIVIT @ 12" HAY BALE TO CONTACT OWNERS OF ALL UTILITIES AND SERVICE LINES WITHIN THE PR DJECT AREA AND r NOTIFY OF INTENT AT LEAST 1 >< Lli 0,
FRAME & LID 3.5' 7. WEEK PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBIF FOR COORDNAnNG WITH FACILITY OWN Z _D ui I.-
O.C.B.W. (TOP LAYERy .3 -X , " - " I ' 1. 1 . - I I I -- (>
6 r(m4x! WIRE�MESH FASTENED TO T -POST DIRECTION OF TO VERIFY THE EXACT LOCA11ON AND VERTICAL POSITIONING OF ALL PIPELINES, EXISTING UTILITIES, AND SERVICE LINES LIJ U)
STAKED AND.ENTRENCHED
0 LB FLOW
AU: J
CTRIC TRANSMISSION POLES AND LINES,
I "" �7 E" r -r LLJ <
WITHIN THE PROJECT AREA WHETHER SHOWN ON THE PLANS OR NOT, AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. < W
HAY BALE., e-��5 >< 0 -
'CONTRACTOR IS TO MAINTAIN STRUCTURAL INTEGRITY OF ALL PIPELINES, ELE
TIES, LL
T T COMPACTED SOIL TO
FABRIC TO' PERMANENT AND TEMPORARY UTILITIES. CONTRACTOR IS RESPONSIBLE FOR NE TO EXISTING UTILITY FACILI <
a" LIME ---B 'OF FILIER PREVENT PIPING
I JNTO�AJRENCHiiAND BE ANC
TIVITIES.
WITH r PAVEMENT, ETC. AS A RESULT OF CLEARING/DIRTWORK AC
OMPACTEO BACKFILL
#4 REINFORCING BARS AT
COMPAC
8" O.C.
-TESS/TEXAS811 @ 800-344-8377 96 HOURS PRIOR TO CONSTRUCTION. SPECIFIC
MIN. 2. CONTRACTOR TO CONTACT DIG
1. CWCRETE TO BE 4000 PS -,28 DAY M,RDWTH PORILAND MIEliff CMICRM ATTENTION SHOULD BE PAID TO FRANCHISE UTILITIES, VERIZON, ATMOS GAS�� SUDDENLINK, ECT. SHOULD A CONFLICT ARISE
BETWEEN THE PROPOSED CONSTRUCTION AND AN EXISTING UTILITY, C NTACT KLING ENGINEERING & SURVEYING AT LEAST 48
2. TW Cnft)M,M BE TAKEN 1 PER 1000 SY OF COMMIE PLACED. 0
OF SLOPE 'HOURS PRIOR TO CONSTRUCTION.
3. AM TWM is TO BE MMED FROM PMViW BY ME41S OF WMCADES
AND SOS Ugm. CONCREIE IS AT LVW 14 DAYS, OLDI runs
TO BE MMCIED, TO WL STMDAFW PROC. (ASIM 0 M) OR EROSION coNrRoL/cmcK muc
AM LNE SM 14AY BALE IF
3. PRIOR TO FINAL COMPLETION, STORM SEWERS, CULVERTS & PAVEMENT ARE TO BE CLEANED OF DE13RIS AND SEDIMENT.
5. PROMDE SWAM01 JUMS MW 1W. CWWTM JOKM EVMY 1W.
#4 REINFORCING BARS AT NOT TO SCALE
E
#4 REINFORCING BARS AT
12" O.C,
18" O.C.
NOT BEEN RECEIVED BY KLING
REINFORCED CONCRETE PAVEMENT A GEOTECHNICAL INVESTIGATION OF THE SITE SURFICIAL & SUBSURFACE SOILS HAS
)REPARATION, PRIOR TO CONSTRUCTION, IT IS RECOMMENDED
t= TO SCALE ENGINEERING & SURVEYING. TO INSURE PROPER SUBGRADE F
tr THK:KNM) :'END POINTS, 'A7 MUST, BE HIGHER THAN
TION BE OBTAINED.BY THE OWNER FROM AN INDEPENDENT GEOTECHNICAL CONSULTANT.
STRENGTH, AND ANY NECESSARY
FLOW LINE. POINT iB' THAT A GEOTECHNICAL INVESTIGA
SILT FENC EINSTALLAT-ION : � , I , " 11 1 I I I I I .
OUTFALL PIPE HIGH,BANK A GEOTECHNICAL ENGINEER'S RECOMMENDATIONS REGARDING SUBGRAD SUITABILITY,
NUT TU -'W.6J.L HIGH BANK A A
STABILIZATION SHOULD E OBTAINED IN A CERTIFIED REPORT.
0 + +
4-P B tEQUIR MENTS FOR THIS AREA. ACTUAL REQUIREMENTS
THE FOLLOWING EARTHWORK & PAVEMENT NOTES ARE TYPICAL R
SHALL BE AS OUTLINED IN THE GEOTECHNICAL CONSULTANT.
ENTERING PIPE 7FOOL 1/8" RAD. ALONG . . . . . . RACTOR MUST CLEAR & GRUB OR OTHERWISE
REIN 1. PRIOR TO PREPARATION OF SUBGRADE AND ANY FILL OPERATIONS, THE CONT
ALL EDGES 1.75- DEEP FORCING PER STRIP AREA OF TOP SOIL TO EXISTING, STABLE MATERIAL. SUR HE STRIPPING OF VEGETATION AND
DEPRESS 1: 1/2",,'AT NORMAL THICKENED PAVEMENT
(IF APPLICABLET ETAIL 11: 1 1 ' ' 1 ''1
TIoN. REMOVAL OF ANY SURFICIAL SOILS SHALL THEN BE PROOF ROLLED TO L06ATE UNSTABLE OR NON-UNIFORM AREAS. ROLLING
�GUTTER FLOWLINE,L LOCA APPROACH
L11 I !i I I I I I I.. � I I I . I -1, 1 1 1 1
EQUIPMENT SHALL CONSIST OF PNEUMATIC TIRED ROLLER WITH
- - - - - - LOADING OF 20
X SIDE BALLS.ON FLOW LINE LBS/SQ IN. CONTRACTOR TO OVER EXCAVATE UNSTABLE OR NON-UNIFORM AREAS, REMOVING AND REPLACING
6".� THICK REINF.
c EXISTING D TO 198% STD. PROCTOR (ASTM D-698) AT A
0`1 BALE(s) TD� PREVENT GAPS MATERIAL WITH NATIVE OR IMPORT GENERAL FILL MATERIAL COMPACTE t
WAY OR OTHER DISTURBED AREAS OF THE SITE FILL IS TO BE STOCKPILED FOR USE IN FINISHED GRADING. REMAINDER OF
CLS
HMAC PVMT
00 MOISTURE CONTENT OF OPTIMUM TO +3% OF OPTIMUM. ONLY AS MUCH TOPSOIL AS IS REQUIRED TO PLACE IN RIGHT OF
CONCRETE PAVEMENT
#4 REINFORCING BARS AT ONE OR K46RE BALES IN CHANNEL BED TOP SOIL IS TO BE REMOVED & DISPOSED OF OFF SITE.
:BASE
BARS AT 18" O.C. #4 BARS 18 D.C. TIGHTLY ABUTTING EACH OTHER Z
#4 REINFORCING B.W1 STABILIZED
NOTE: r- CLEAR. SUBGRADE _P�CE DENSITY TESTS. THE TESTS SHOULD BE CAI
8" O.C. BALES MUST BE TIGHTLY ABUTTING WITH NO CHARACTERISTICS OF THE SUBGRADE LAYER SHOULD BE VERIFIED BY IN
'COMPACTED
8'. TYPICAL CONTRACTION JOINT, 0 1O'x1O' SPACING. S EVERY 4,000 SQUARE FEET.OF PAVING SUBGRADE AREA.
iSUBGRADE
18" 187
VARIES PER PLAN 'CO 2. PRIOR TO PREPARATION OF SUBGRADE AND ANY FILL OPERATIONS, THE CONTRACTOR SHAH COORDINATE WITH TESTING LAB
NTRACTION JOINT
TO ENSURE ALL TOPSOIL AND UNUSABLE MATERIAL HAS BEEN REMOVED. LU
NOTES:
NOT TO S
3. FILL IN AREAS PLANNED.TO BE PAVED MAY CONSIST OF A UNIFORM mArERIAL WITH LOW TO MODERATE PLASTICITY THAT
1. CONCRETE TO BE 4000 PSI 28 DAY STRENGTH PORTLAND CEMENT CONCRETE �=Nlll -CONCRETERAVEMENTAUINCTION. HAS PI VALUES OF BETWEEN 19 AND 30, INCLUSIVE, ALONG WITH A MAXIMUM LL VALUE OF 49. THE nLL MATERIALS SHOULD
GENERALLY CLASSIFY AS SC OR CL TYPE SOILS UNDER THE USCS OR AS SiC, CL OR CM TYPE SOILS UNDLR THE
AT fXISTING HMAC PAVEMENT
ALTERNATIVE LOCATION OF FLOW LINE ORIGINALLY PROPOSED USCS. SOILS CONTAINING AN EXCESSIVE AMOUNT OF SILT (I.E., GREATER THAN APPROXIMATELY 20 TO
S, SHOULD NOT BE USED.
NOT TO SCALE, 25 PERCENT) WITHOUT A CORRESPONDING PERCENTAGE OF CLAYS TO BA NCE" THE SILT
4'x4'JUNCTION BOX
C)
NOT TO SCALE FILL TO BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D-698 AT A MOISTURE CONTENT OF
PTIMUM. FILL TO BE PLACED IN 6" LIFTS.
4. TOPSOIL SHALL BE STOCKPILED ONLY AS NECESSARY FOR REPLACEMENT IN NON PAVED AREAS. MAXIMUM HEIGHT SHALL
NORMAL WIDTH DOTTE EXCESS TOPSOIL IS TO BE HAULED OFF SITE D D THE SIDE SLOPE SHALL NOT BE STEEPER THAN 3:1
NO. 6
WHITE LINE MARKING STATE HIGHWAY AND DISPOSED OF BY THE CONTRACTOR.
-GRADE: FINAL COMPACTION OF THE SUB -GRADE TO BE 96% OF TIE MAXIMUM DENSITY AS DETERMINED 13Y ASTM
NORMAL.WIDTH SOLID 5. SUB
EXIS11NG LANE STRIPING D-698 +3% OF OPTIMUM
LINE MARKING
WHITE
6. STABILIZATION: SUB -GRADE SHALL BE CEMENT OR LIME STABILIZED AS RECOMMENDED BY A GEOTECHNICAL INVESTIGATION
100' PLACE DOWNSTREAM* BALES SUCH THAT
-GRADE FOR
-100 60' POINT 'B' IS APPROXIMATELY LEVEL WITH TO A DEPTH OF NOT I ESS THAN 6". APPLICATION RATE SHALL BE ASSUMED 6% BY UNIT WEIGHT OF THE SUB
THE
-- ------ BIDDING PURPOSES. MECHANICAL MEANS SHALL BE USED TO INSURE CEMENT OR LIME IS THOROUGHLY MIXED IN WITH THE
ST TOR (ASTM
UPSTREAM BALE SUB -GRADE. COMPACT THE CHEMICALLY TREATED SOIL MIXTURE TO A DEN ITY OF AT LEA
D-698) AT A MOISTURE CONTENT BETWEEN OPTIMUM TO 3% ABOVE 0 C
7. TESTING REQUIREMENTS:
-FERIALS/COMPACTION TESTING. (D
8" SOLID MITE LINE 0,
NOTE: PLACE 0 33.3! O.'Cl THE OWNER SHALL OBTAIN AN INDEPENDENT TESTING LABORATORY TO CTALL MA FV -0.
SHOULDER LOCATION � ![
CONTRACTOR IS RESPONSIBLE TO NOTIFY AND COORDINATE WITH LABORATORY IN ADVANCE OF WHEN OPERATIONS WILL BE
-TESTS SHALL BE PAID FOR BY THE
PERFORMED. INITIAL TESTING SHALL BE PAID FOR BY THE OWNER. FAILED TESTS AND RE
CONTRACTOR. WORK WILL NOT BE ACCEPTABLE FOR PAYMENT WITHOUT PASSED TEST RESULTS. COPIES OF RESULTS TO BE
DELIVERED TO OWNER AND KLING ENGINEERING & SURVEYING. ;>
PHA E 13 LOT SUB -GRADE & FILL MATERIAL: OPTIMUM MOISTURE/DENSITY RELATIONSHIP TO BE DETERMINED AT RATE OF ONE SAMPLE
LOT 1 A 1.50'ACRES ARRINGTON,: PER MATERIAL ENCOUNTERED. IN PLACE DENSITY & MOIS ATE OF 1 (MINIMUM) 1. 19 ACRES
(FURITUR PHASE) ROAD, FOR EVERY 250 SY FOR EACH 6" OF COMPACTED THICKNESS.
(UNPLAMD)
(UNPLATTED)
ADDED TO THE
LIME STABILIZATION: A LIME SERIES SHALL BE RUN TO DETERMINE THE EXACT AMOUNT OF LIME TO BE
SUBGRADE PRIOR TO COMMENCEMENT OF LIME STABILIZATION.
-Lan �Closltttre on- Divided Hi4hway -
STRIPING PLAN
-GRADE: IN-PLACE DENSIFY & MOISTURE CONTENT TESTS TO BE TKEN KI A RATE OF
CHEMICALLY STABILIZED SUB
M TO CALE OF COMPACTED THICKNESS.
T, 1 (MINIMUM) FOR EVERY 250 SY FOR EACH 6
dure also. a work is being erformed in the
This proce pplies,when
TATED. ALL
p 8. FINISHED GRADING: CONTRACTOR TO GRADE TO 6" BELOW FINISHED GRADES IN ALL AREAS TO BE REVEGE 0
d o'' the median on a divided highway. Under these
l, AREAS ARE O BE NEATLY GRADED TO DRAIN. SPREAD AT LEAST 6" OF TOP SOIL, DISK AND HYDROMULCH FOR PERMANENT
REQUIRED PIPE,
PIPE RUNNERS conditions,, LEFT LANE CLOSED signs. shall be used.
U 3RADED GRASSED AREAS.
PIPE' PIPE REQUIRED RUNNER SIZES VEGETATION. ASSURE POSITIVE DRAINAGE ACROSS ENTIRE SITE AND ALL RE
P* WALL "B" "D' -
Te Dia, 0. ;SLOPE OF
THICKNESS SINGLE MULTIPLE NOMINAL D 1. D., :2 When a side :road intersects the highway within the temporary NCRETE. TEST CYLINDERS SHALL BE TAKEN 1
UNIT DIA� 9. CONCRETE SHALL BE 4000 PSI, 28 DAY STRENGTH PORTLAND CEMENT CO
PPE: 3 PER STRUCTURE AT TIME OF POUR.
t traffic:c6ntrol zone,il.additional traffic control devices shall ONCRETE PLACED OR A MINIMUM OF 1 SET
Yes fo
r 4'� STD, 3. 500" 3 068" be ere ted as needed.
n Ga 12" :2" 17" NO PIPE , , 1 , � . C, 1 11 . F
a with Washers dnd'inserts pipes
Yes,, for Lon in -to fit f ield NT CONTROL NOTES:
15" 2 '14 20 1/2. :�No >2: �'i pes� 3' STP 3.560" 3.068' cTitud al dimensions may be adjusted
I
< Eq Spa at 24" Max OUT DURATION OF THE PROJECT AND UNTIL VEGETATION IS
jes, for 1. CONTRACTOR IS TO MAINTAIN EROSION CONTROL THROUGH
0 18" �24" 6- 11 No 3" $TO' 3.500'. 3. 068' M� PROJECT VIA HAY BALES, SILT FENCE, OR OTHER
2 pipes
TIONAL EROSION
Runners (D e ESTABLISHED. INSURE SEDIMENT IS NOT TRANSPORTED DOWNSTREAM FRO
(i Q 4.. All vehiclesi,equipment, work r BMP INSTALLATIONS. IF EXCESSIVE EROSION OR SEDIMENT TRANSPORT IS fBSERVED IN THE FIELD, ADDI
aj. I -Yes, for
24" 3" :, I .
31 6.,l 11 1-3" No 3.500'i, 3�',068- .-be re6tricted-to onie, side of the pavement.
(L Safety >2 pipes 3" SITO CONTROLS SHALL BE INSTALLED BY THE CONTRACTOR. OF
04 Y4 Threaded 0
ner C 'Insert L . .....
30" 3 i/2" 8 If2 14 No es 4" STD 4. 500" 2. INSTALL EROSION & SEDIMENT CONTROL DEVICES PER PLAN SHEET.
A.,026" FOR 36", 41' 45 HING 1/2 THE HEIGHT OF THE ........
6.1:: Yes, y cis .4 STD, 4. 3. SEDIMENT MUST BE REMOVED FROM SEDIMENT CONTROL DEVICES PRIOR TO SEDIMENT REAC
026"
.,4. 500
PAINE
SAFETY PIPE RUNNERS iO ALFRED A. PAINE
0 (D DEVICE OR STRUCTURE.
C14 42' 52 Yes
sSTD 4.500' 4. 026'
(If r
Do equired) 97221
4. IF SEDIMENT ESCAPES FROM THE SITE AREA, ACCUMULATIONS MUST BE REMOVED AT A FREQUENCY TO MINIMIZE FURTHER
04
V
I ND WHENEVER FEASIBLE, PRIOR TO THE NEXT RAIN E ENT.
. ...........
5. ALL DISTURBED AREAS WHERE CONSTRUCTION ACTIVIT TILY!CEASE SHAH BE HYDROMULCH SEEDED FOR
4)
LAST! CONSTRUCTION ACTIVITY IN ACCORDANCE WITH
Y, Go I van i zed Stee I Boo tt or PERMANENT EROSION CONTROL NO LATER THAN 14 DAYS FROM THE
Bolts
7
Scifel
8>ow i1wnslon "D" i s 'based on ASTM C,�T ness. I f any
ISO Ineter
at r wal I thickness is us 'dimension 'D", mustbe,odjusted a
PLAN ipe, th Washers and 'Inserts TXDOT 162/164. PRIOR TO FINAL REVEGETATION, CONTRACTOR IS TO R PTH OF 6". TOPSOIL IS TO
00 1
C
P*
Runner (D Class I'l "13- thick
in Top he ea,
500 it or BE DISKED TO A DEPTH OF AT LEAST 4" AND LIGHTLY COMPACTED.
100 It or
CD aw:
slope as shown elsewhere in the p tons. Slope of!6:1 or f I otter'A s: requ I red� :30 mpters
0 cro �P �pe Line of
Z 9 y. 6. RE -VEGETATION:
0
ewall ewhere i n. the, p I ons. c o w x To to be uscidonly when.di-mension is shown-.el's HYDROMULCH WITH WOOD EXCELSIOR BLANKET
Y4" Threaded Flowline .......
cl
GRASS SEED MIX TO BE AS SPECIFIED BELOW. PRIOR TO HYDROMULCH OPERATIONS, CONTRACTOR TO REPLACE AND
0 Inser
0 Trailer or Trjc�
.!E ix T Precast End Treatments.sholl be filled wi,th concrete
= . Riprop and shot I be considered subsidiary to Safety End- Treatment -
FINAL GRADES WITH ESTABLISHED VEGETATION
CONSOLIDATE TOPSOIL TO A DEPTH OF 6" INCLUDING WITHIN DITCH SECTIONS.
a S 0
L SHALL BE AS SHOWN ON PLANS. HYDROMULCH TO BE INSTALLED PER TxbOT ITEM 164. WOOD EXCELSIOR BLANKET TO MEET
o Ln C ear distance all be adjusted to prov i de for the minimum
(Typ)(If required)
aety end treatments.
TXDOT ITEM 169, CLASS 2 "F! EXIBLE CHANNEL LINER" TYPE F REQUIREMENTS.
oo
sholA be, in accordance with the I +em,,.
(D wo ement stab' d b AtteriLlator
ilize ll
shaO be SEED MIX: SUMMER HULLED COMMON BERMUDA GRASS, MIN. 85% PURE LIVE SEED @ 90 lbs. PER ACRE.
I tures". Bedding and bacKfill
0 > ting e sidiary fo.the item "Sdfety Endjreotment.% When'c 6refe
SIoDe@ on Z
IN co 11
0
vo
0
iriprop.is specified around the safety end treatment, bockfill sho I I 'be as WINTER UNHULLED COMMON BERMUDA GRAS
'D >1 o S. MIN. 85% PURE LIVE SEED @ 90 lbs. PER 1000 SF. ANNUAL
directed,by Engineer�- F
10 y -PURE LIVE SEED @ 180 lbs. PE
YE GRASS, MIN. 85%
R Q_
�2 c Flowline L Y4" Galvanized Steel Bolts NOTES: ......
GENERAL
>13LD
Safety Pipe with Washers and Inserts, TILIZER: 3-1-2 RATIO FERTIL
OEOw
w IZER W/ SULFUR & TRACE ELEMENTS 0 !350 lbs PER ACRE.
- - - Runner safety end.treatrtibnt for reinforced concrete pipe may be Used FER
T for TYPE 11 t afety Eno Treatmnt". LLJ
e
when a d Treatment is used as a Contractor's:01ternote Edq
c APPLICTI /ACRE. GRASS SEED AND
Qj HYDROMULCH TO BE "EXCEL FIBERMULCH 11 W/ TACKIFIER
prop wi I I not, be required unless: noted otherwise on
FERTILIZER INCORPORATED INTO SLURRY.
LL L
x the'Olons.'-,
Flowline
Y4 Threaded on the"'Fibe PC
cc b for Concrefe"Moteriol Producer
iInserT
ee e rci WOOD EXCELSIOR BLANKET TO BE "CURLEX 11" EROSION CONTROL BLANKET AS MF`D. BY AMERICAN EXCELSIOR CO. (OR
List (MPL) My be used in lieu of st I r info ing in'riprop concrete
w o o 'QUICKGRASS-GREEN- WITH �STANDARD NETTING TYPE. HYDROMULCH, THEN
unless noted otherwise C
UAL) COLOR TO BE
in form to r6quir
Manufacture'of this product shall cian ements of
cco below Item "Safety End Treatment". s INSTALL BLANKET PER MFR. SPECIFICATIONS.
A. 'Minimum,:reinforaing,shal I.be 44 at 6" (Grade 40
X
NCIE AND ESTABLISHMENT OF GRASS FOR A PERIOD
W12 W12
OPTION B or. v4 a+ 9, AGrode 60)r, each way or 61x 6'� 7. GUARANTEE: CONTRACTOR IS RESPONSIBLE FOR WATERING, MAINTENA
410 x WtO,weld6d wire fabric. TION APPLICATION FOR PERMANENT EROSION CONTROL. CONTRACTOR IS TO GUARANTEE
o w o or 5 x 5
1H AND COVERAGE FOR A PERIOD OF 6 MONTHS. GROWTH AND COVERAGE SHALL BE DEFINED
zo� B Concrete for precosf:-Isteel'formedY sections shall be Class EVEGETA
ALL PLANTED MATERIAL GROWT
_j�t% L with a minimumi compressive strength of 3600 psi
END DETAILS FORr INSTALLATION 300 lr ter AS 95% OF THE PLANTED AREA WITH UNIFORM COVERAGE OF GRASS GREATER THAN 1" IN HEIGHT WITH NO BARE SPOTS
!2 o xc At the option.,ond expense of.fhe Contractor the next )arger size
o NERS FE11.
of Safety,.End Treatment,40y be frni shed;., as fong,bs -the dimension
at of4 the requ
Cast is th ired sjieiof:pipe
esigned for a traversing load of 10,000 Lbs ot:yiela. PROVIDE A SECOND APPLICATION OF SPECIFIED SOD OR HYDROMULCH SEEDING (AS PER PLAN) TO BARE AREAS NOT
(If required)
as recommended by �Reseorch Reporf 280-217, . "Safety Treatment of Roads i de
-ainage'Structurds', Texas Transportation I s-fifufe, March 198).
MEETING SPECIFIED COVERAGE - TO BE PERFORMED WITHIN 60 DAYS OF INITIAL APPLICATION AND IMMEDIATELY UPON
V min, i
Porallel-Di n
20'
NOTIFICATION BY THE ENGINEER TO REPLANT.
SCALE:
Uri
P i De R hers iho I f,conform to the requ i rewnts of ASTk A53 (Type E or
5 Grade 8), ASTM,A500
11" Min cover tGrade B), or API 5LX52. S,
Ic It or
to min min omets except r6inforcing,.sholl-be gaivanizea after 00,
8. CONTRACTOR SHALL NOT ALLOW SEDIMENT TO ENTER DOWNSTREAM CU ERTS, STORM SEWER OR CHANNEL AREAS.
DRAWN BY:
fabrication. Galvanizing damaged dur�ing Irarisporf or, construction shall 480 mefer�i RESPONSIBLE FOR CLEANING OF DOWNSTREAM C LVERTS, STORM SEWER & CHANNEL AREAS AND IBLB
-TATION, SHOULD CONSTRUCTION SEDIMENT BE
':PAP
f
aa e speci ications.
RESTORING TO ORIGINAL CONDITION, INCLUDING ESTABLISHMENT OF REVEG:
APPROVED BY:
FOUND OUTSIDE THE LIMITS OF CONSTRUCTION.
0
of
... BY
Texais Dexrtftnt of Transpartatton
ALL ITEMS NOT INDICATED AS "ExisnNG" ARE PROPOSED SITE ELEME TS TO BE CONSTRUCTED, FURNISHED INSTAI I ED,
A
FILE. NOTES & DEf ILS
DATE:
6.
0 Invert :E THE CONTRACTOR AND CONSIDERED SUBSIDIARY TO THE WORK.
0 THE CONTRACTOR. ALL ITEMS NECESSARY FOR PROPER COMPLETION DF THE WORK NOT SPECIFICALLY CALLED FOR OR
u
> SAFETY E
and 80 SPECIFIED ON THE PLANS ARE THE RESPONSIBILITY OF
U) I @ PRECAST 10, Bac,
-7
Precast end TREATMENT 6
I I us
section,may 1 0 SHEET
y TYPE ILI -PARALLEL DRAINAGE,
it, with spigot I
0 tn
or be I I end
as requ
PSETi�sp,
OPTIONAL JOINT Fur- pseftme.d9n M: RLFI R I ow- JTR,, I cxi GAF
0 (D TxD0T February 2C10. vIsTRIV
fEMRAL AID PaOJECT SWUT
OF I
I t tween RCP and.
0- flEvisim I L I
Precast Safefy'End Treatment). "IGn to"T ILWYRIX I sEcT 1."A AT 1719urc, TA -33, Lot* cio�3af, oil di
C
,1D ]LI
a E UM
7