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GENERAL NOTES
I. THE COIITRACTOt SHAll YERlrv ALL DUMTITIES .. AND BECDltE ACaUMTEJ
UITK ~ DRAUIM6S All SPECIFICATIONS
2. ALL f'UltTS IIUST COIIPlY IIITH THE AlUICAN STMNRDS fOR IlURSERY STOOl
BY THE "'ERlCAll ASSOCIATlOII or USERYltEII, lilt.
3. COITRACTOR SHAll f1AtNTAIN ALL TREES, SHRUBS, AND 6ROUNDCOVER UNDER
THE CONTRACT UNTIL ACCEPTANCE BY O~ER.
4. ALL ClIIfTAIMER &R0UIf SHRUBS AND 6ROUNDCOYER SHAlL BE HEALTHY, VIGOROUS
MaL ROOTED AND ESTABlISHED IN THE COIITAlNER IN WItH THEY ARE 6ROIIIE.
5. IWlCH ALL BEDS UITH IlEDIutl SIZED PINE BARK "UlCH TO A DEPTH or 2";
CEDAR flAKES ARE NOT ACtEPTABtI.
6. PlANTIN6 ItIXTtJRE fOR PlANTING BEDS SHALL COfIPOSE or THE FOLlllWlN6:
501 TOPSOIL, 251 SHARP SAND, AND 251 PEAT ftCSS; ROTOTILLED TO A DEPTH
or 12 INClfES.
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Sheet Title
SITE PLAN
Date
2 MARCH 19.5
Revised
Drawn By
Project Number
94074.
Sheet Number
A-1
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CONTRACTOR TO PlUG
WATER LItE AT TEE At<<)
REMOVE At<<) DELIVER -
VAl VE TO TH E CITY PUBlIC
UTLITIES.
PlUG '" SAN. SERV.-
. W.H.
( AL TERNA TE BID
DOWNSPOUT / DRAIN PIPE
- .. DftV.I PPE SHAlL BE P.V.C. $OR 26
AST" 0-303-1 WITH P.V.C. FITTIIGS.
- .. DRAJiI PIPE SHALL BE EXTENDED 2" MlNo
ABOVE PAVEMENT ELEVATION.
- .. DR>>! PIPE UANFOLD TO BE TIED TO
DOWNSPOUTS UTLIZtfG WYE FITTItIG
CONNECTIONS.
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SANIT ARY
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__..__._.._..._.._..__ ........_..._ __.____ _._.__..._____...... ... .._ ...._......._._......__.... _____. __.._......__. .._...._..w_ ___._......_.. _w..___.
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-.-...-.-....-....-.----- -..--. --...------- ---..------..-- ----..--.----- -.-------- --..-----------.- -...----..--..--- ..---------
__.....__... ...._....___..._.. _.___....__...._ _.._._...._._..___. ._..w__..___... ._w__._.__........ _...._..___.._.... _.._..._...____ .._........__..___.....
__..___ _.____.__._._._ _......__ _.._._________ w...__--__ .._.__.._..____..._ ______..__.._____..._. ....._.._..._._.._ _.._..._____.__.
___.....___._..__.. __......_..____.. ..____.__.__... ..___...._....____.__ _.._..w___......_.. _..._________._ .._.___..____.
ALL EXISTING UTILITIES SHOWN WERE GATHERED FROM THE BEST ~,VAILABJ..E INFORMATION.
THE CONTRACTOR SHAU VERIFY THE LOCATION OF ALL EXISTING J. JTllITlES PRIOR TO COMMENCING
CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER OF jNY DISCREPANCIES.
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SERVICE1 PROFILE
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DRAINAGE STORM RUNOFF FROM THIS RETAIL PHASE TWO DEVELOP~ENT IS
DESIGNED TO A POSITIVE ELEVATION TO ALL EXISTING SYSTEMS.
THE ORIGINAL H.E.B. PANTRY DEVELOPMENT AND CONSTRUCTION PLANS INClUDED
THIS PROPOSED DEVELOPMENT RUNOFF IN THAT DESIGN.
PLANS WERE APPROVED AND ON FILE AT THE CITY OF COlLEGE STATION.
PROPOSED ELECTRIC SERVICE LINE
PROPOSED ~ELEPHONE SERVICE LINE
PROPOSED DRAINAGE INLETS
EXISTING StORM SEWER AND MANHOLE
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PROPOSED CAS SERVICE LINE
EXISTING S+NIT ARY SEWER AND MANHOLE
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ALTERNATE B D
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Separate Listings And Cost Shal I B~ Submitted
For AI I Items Associated With Consruction Of
The Docking Fac i lit i es. I
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LEGEND
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PHASE TWO
FINISHED FLOOR
308.49
R TEA BY
ACTOR. VAUlT
, . BY CITY SERVICES
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,C:;- e/) THE CONTRACTOR SHAi.L COOROlNA TE WITH ARCHTECTURAL. ELECTRICAL
+ ><:' AND MECHANICAL PLA~ FOR CONTNJA TION OF SITE UTILITIES TO
~.....,,0 THE PROPOSED BUll.. THE 'CITY OF COLLEGE STATION CRITERIA FOR
(' METER LOCATIONS SHA,I.,L BE FOLLOWED.
~ ....." THE CONTRACTOR SH4 MAINTAIN ACCESS OF DELIVERY SERVICES TO
ALL EXISTING RETAIL CENTERS AT ALL TIMES DURING THE CONSTRUCTION
OF THIS CONTRACT.
THE CONTRACTOR SHAU,. MAINTAIN UTILITY SERVICE TO ALL EXISTING RETAIL
CENTERS DURN; THEOONS TRUCTION OF THIS CONTRACT.
SEE SHEET SO - 5 Ate CITY OF COLLEGE STATION STANDARDS FOR DETAILS.
SEE LANDSCAPE PLANS FOR IRRlGA TION LAYOUT AND REOUIRED VALVES AND
FITTINGS.
DESIGN FLOWS FOR SANT ARY AND WATER :
HASTINGS SANTARY = 85 FIXTURE LHTS = 65 GPM MAX.
40 GPM "IN.
HASTINGS WATER = f2i FIXTURE UNITS = 75 GPM MAX.
~i. 46 GPM MIN.
SHELL SANITARY = 16 FIXTURE UNTS = 30 GPM MAX.
.. .. 20 GPM MIN
SHELL WATER = 2G FIX TURE UNITS = 30 GPM MAX
'!; 15 GPM WIN.
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PROPOSED GAS. ELECTRIC Ate) ~LEPHOHE UTlUTES ~
_ FOR GENERAl. AL-;:'.I SEE MECHANCAl
PLANS FOR TERYNATION AT BIJLDING.
, 0+1
TIE: CONTRACTOR SHALL VERIFY ,THE LOCATION
OF ALl UTLlTES PRIOR TO E~' VATQt AN)
EXISTIG PAVEMENT OO<<K.ITION. ITION
LMTS SHALL BE LilTED TO AL 0" FOR
PROPOSED UTLlTY CONSTRUCTION.
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WATER wfrER BY
CONTRACTOR. VAUlT
BY CITY ~RVICES
EXIST. DROP INLET
ToG. ]<M.6 (EXIST.>
( 3OL8O CEXIST.)
{ 302.80 (PROPJ~)
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NOTE:
FOR YARD LIGHT STANDARD LOCATION
SEE ARCHITECTURAL SITE PLAN.
PARKING LOT LIGHTING STANDARD
TO HAVE 24- DIAMETER BASE.
SHOP DRAWING DETAIL WILL BE
PROVIDED TO SUCCESSFUL BIDDER.
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S 43-37'07"
(PROPERlY LINE)
LEASE SPACE
20,000 + / -S.F.
F.F. ELEV. 308.7
LEASE SPACE
37,520 S.F.+/-
F.F. ELEV. 308.7
co
co
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NOT THIS CONTRACT
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23,563 S.F.
F.F. ELEV. 308.7
I
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NOT THIS CONTRACT
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RAMP (TYP.)
HANDICAPPED SIGN
SEE DETAIL )\
(TYPICAL 4 PLACES) \
S46"22'53'" E 143.25'
143' -3'"
220.00+/-
.
UTlL.
"'"
WHEEL CHAIR RAMP
SEE DETAIL SO-7.1
(TYPICAL 2 PLACES)
~
NO APPROVAL
REQUESTED FOR
THIS LOT (2)
\.
LL
LL
70.00
13.0
~
Q
-20
FUTURE PARKING
20.0 FUTURE PARKING
~
l
R=3.0'
120.0
L
o
~.
-:5<-
~
foe
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:/ "~ <r
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30.0
i"
4.3
S 46-22'53" E - 90.00
(PROPERTY LINE)
S 43-37'07' W -
(PROPERTY LINE)
N.T.S.
T
o
cO
It)
....
PROPERTY LINE
DEVELOPMENT LINE
AND EDGE OF PAVING
cb
/:0
^t:J.
fo'./
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(
360.00
)
148.5
'.
SANITATION
'UCTIlIC
II.,
IUlLOIHG
SD-4
10
I en
...
('If
....
.-
RAMP
EXISTING POWER POLE
(TO BE RELOCATED)
S 46-22'53" E - 458.42
10' UTILITY EASEMENT ~
CONST. MATCHING STREET CURB TO CLOSE
ALL EXISTING DRIVEWAYS ALONG TEXAS AVE. PROP. 6' CONCRETE SIDEWALK
BUILDING SETBACK LINE AT STREET CURB LINE
SEE DETAIL THIS SHEET
12' UTILITY EAS MENT EXIST. SIDEWALK TO REMAIN
"- CONSTRUCT SIDEWALK RAMP ALLlGNED
WITH SIDEWALK ACROSS STREET.
E
25'
RAMP
V
PLAN
x
A S
E
A
N
u
E;
IINTERIM
PAVING
1 0 0 '
ROW
9/2lP ft t
59.1'
R=2.0'
/
EXPANSI6N JOINT
(INDEPENDENT
OF ~URB)
CURB & GUTTER
WOOD FLOAT FINISH
4" THK. (MIN.) REINFORCED
CONCRETE SIDEWALK
PROPERTY LINE
CITY ROW
6'-0"
ISLAND DIMENSIONS (Z)
A1 - 4.3
A2 - NOT TYPICAL
A3, A4 - 5.9
B1, B2 - 4.3
C1, C2 - 4.3
D1, D2 - 4.3
E1, E2 - 4.0
F1, F2 - 4.0
G1, G2 - 4.0
R=7.0' H1, H2 - NOT TYPICAL
~l
~r
PRIVATE PROPERTY
SAND CUSHION
COMPACTED SUBGRADE
TYPICAL ISLAND DiETAIL
SPACING DETAI'L
SIDEWALK DETAIL
N.T.S.
N.T.S.
,
J
t
L.AN~ \ ~~
\ .l,.e-
OP
LEGEND:
BC BACK OF CURB
FC FACE OF CURB
R8 RADIUS IN FEET AT B/C
PC POINT OF CURVATURE
o PARKING SPACES IN ROW
FW FACE OF WALL
PL PROPER1Y LINE
~ TRAFFIC DIRECTION INDICATOR
...---- (PAVING MARKERS)
PB e:' PIPE BOLLARD (SEE DETAIL SD-7.4)
DRAWINGS:
SD-1 SITE PLAN
SD-2 GRADING AND DRAINAGE PLAN
SD-3 UTILITIES PLAN
SD-3A ALTERNATE UTILITIES PLAN
SD-4 SITE PAVING PLAN
SD-5 SITE DRAINAGE STRUCTURES
SD-6 NOT THIS CONTRACT
SD-7 SITE CONSTRUCTION DETAILS
SD-8 UTILITIES CONSTRUCTION
SD-8A UTILITIES WATER/SEWER PLAN
CI1Y DRAWINGS W.3/1,W.3/4,W.3/5
-"-.- -~'_",:",,_.~c_.......,~
NOTES:
1. ALL TRAFFIC CONTROL SIGNS & HANDICAPPED
SIGNS TO BE DESIGNED ACCORDING TO THE
TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES.
2. FIRE LINE MARKING TO COMPLY WITH CITY
FIRE DEPARTMENT REQUIREMENTS.
SITE ZONING: COMMERCIAL C
~~
PARKING: (BUILDING AREA = 91,083 S.F.)
TOTAL SPACES REQUIRED - 456 @ q I , O~~ S. F.
TOTAL SPACES PLANNED - 494+/-
\ \/0 '" PHASE 1 SPACES REQUIRED -
IS7 ' PHASE 1 SPACES PROVIDED -
NOTE:
ALL SITE LAYOUT TO
BE ACCORDING TO THIS
DIMENSIONAL PLAN,
9054 S.F.
7/23/91
....
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2. CD1tractor shall use ~iate erosia1 ~ltrol .,.mJreS
duri.n3 site cxnrt:mctia1.
1. CD1tractor 8hall keep city street clean am clear of JIIXi,
dirt and debri8 at .Ill ti!M'=.
ALL SITE LAYOUT TO BE
ACCORDING TO
PLAN 50-1
I
NOTE:
(
\
r
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(
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~ CL.:Ia o...~ - - - ___
-
V.G. sta:a rn1n vJlZcp I:nlet @=-_::: -=- --
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/
309
312 ___ .,-/
311/
31:0 /
313/ -
EXIST. SIDEWALK
;'
'~
/
./
JJw - Invwz:t (I'laI)
'1'1" - ~ of Flar9a.
+ - ~.Id SpOt Ckede
x - ~ 8paIt GLade
----
/'
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LEGEND
'-I
/
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/
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309
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30, DI 5.0
/ IT!" .,ot,D
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'?'v
00
DI 2.0
'1'1"
IrfI in so 2.0
1'IW in so 2.1
nw cut
/
/301
/
304.8
303
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-
./
/
./
../
/'
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-
"Q"\o.O
2.11,81 1/
J
,&i,.at
2.Cf7.Bl
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-
30',4(l
-a CJt( , eo
a1'.CfQ
2'11,2.0
d;
E
'1 (
T
nr
.
305/
/'
/
a!;e of
...--
304
,/
/
(
303
Ff- ,0/,0
PROPERTY LINE
30'
/
/
~
1S0~
.7
-7
/
- --=----
It
- --
------
.../
/"
/""'
OU\~A\..~ \,0
I NY, OU1 '2.~ >.1'0
j
"501 _ '
'''/ ~
",
300,
'-...-.
--
-
-
------ -
-----.--
-
-
-
-
---
--
-
I
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l~--)
(
L__
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,--
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-
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POLAR BEK
(MULTIFAMILY
Z 0 NED
-
-
I
I
L -'-I
___I __
t=:::= _
__--~~~~~~J
COM PAN Y
HOUSING)
R 6
10' UTILITY EASEMENT
10' UTILITY EASEMENT
-
1 O~ R=1 0,\
\
~ \
.
~O
.p
"
"
PROPOSED 6' FENCE
N 36-
- -- _!:!3' 16"
// W
---- -- - - 35
-- 5
.
17
-
)
\.
l
R=3.0'
-
-
-
-
5: 53-56'44"
r
I
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I
I
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"/ ~ <<-
~ 78,
'----.. <t .9 ~~
'----.. '----.. J1"
'----..
!:..I? 0 I:>
~c~.
......... ':> . ""'7~
'----.. J" J"
'----.. 7n
.~>
~
-------------
--------
~
-
w
PROP. 6' WOOD FENCE
(SEE DETAIL SHEET SD-3)
150.00
~.
r:r-v
00
-
---
---------- - -
---------
------.---------:-. -
1"'---.
-
-
--
-
---
-
-
....----
----
NOTE:
FOR YARD UGHT STANDARD LOCATION
SEE ARCHITECTURAL SITE PLAN.
PARKING LOT LIGHTING STANDARD
TO HAVE 24- DIAMETER BASE.
SHOP DRAWING DETAIL WILL BE:
PROVIDED TO SUCCESSFUL BIDDER.
-
---
-
. ~--~.,
---
--
-
-
---
----------.
-.---..
---
---
--
---
---
---
-----
--.
---
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---
--- --/
---'--------,--~.- //
---.,..
-----.
CURB
---
---
---
N 81-03' 16"
I
36-0.3:'1 6" W -
w - 28.28
86.66
SD-7.7
24.00
26.0
----,
PROPERTY LINE
//
~
TRUC'K
RAMP
DOWN
(7.0">
112.
CHAIN LINK
FE CE
~10.0
HEB
PANTRY
'E ~ ~
,...
o
o
o
-.t
5 43-37'01" W - '225.83
(PROPOSED FUTURE PROPERTY LINE) I
I
- JL...-
--"-"-~'---'-"-" -~~. --,-,,,~ ,',- ._--,' ...:,'-
EDGE OF PA~EMENT ~~~
i!
i ~""---,
: )
11-__
II
, i
II
, I
II
Ii
Ii
II
, I
I!
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I,
II
II
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i I
---~ ~---l
!-~ ~_-1 j
I
/
.._----,._--~
r10.0
i
i
LEASE SPACE
17,920 S.F.
F'~F. El.EV. 308.7
LEASE .SPACE
1 2.600., S.F......-..
F,F. ELEV;-- 36&;
~..~~~.,.- - ~
FUTiU R E
NOT THIS CONTRACT
"1.0
. .'"
00
.0
1.1.;1')
CJ)
o~
0...J
ow
.
f'. .
IJ...
IJ...
70.00
I~\\..\,X,
C0-<i. G~F>' ~~
-<;0 O~p.:.
-<;0
,...
f.O
23,563 S.F.
F.F. ELEV. 308.7
o
o
o
o
......
NOT
FUTURE
THIS CONTRACT
o
o
o
o
.-
'~\\...\)x,
c0~ IG~p.:. f>--\';\
-<;0 o~
-<;0
LEASE SPACE
20,000 S.F.
F.F. ELEV. 308.7
WHEEL CHAIR RA P
SEE DETAIL
(TYPICAL 4 PLACE )
HANDICAPPED SIGN '\
SEE DETAIL
(TYPICAL 6 PLACES)
S46.22'53"E 143.25'
1 43'-3"
1 28.00
26.0 18.0
NO APPROVAL
REQUESTED FOR
THIS LOT
200.00
90.00
13.0
! 20.0
FUTURE PARKING
FUTURI: PARKING
FUTURE PARKING
30.0
~
5 46-22'59" E - 90.00
(PROPOSED FUTURE PR'OPERTY LINE)
) ~l--~
-----I
I
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f.Ol
11),
~- I
i
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<b.
~ '( ~
o
8/ MIN" ~
4.J ~ .
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PROPERTY LINE
~
DEVELOPMENT LINE
AND EDGE OF PAVING
I
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L_.__
c~
i
;'-----
L-
"---'.-'---'-)
L___~--..-
~f:0
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<bV
~
c------.'j
I
W 359.98
PROPERTY LINE)
5 43-37'01"
(PROPOSED FUTURE
I
-r'-
r
~I
i
4 -
~+ ,._._-.J.?.D~.
c1cb
I
...,,____..L-...___,,_
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- -=---,--{.-=---==---===--.=--==-__~ --L _::-- --
-------- -_..~.---_._.._._._-_...,--.- ---..--.---.-.- ._~..
458.42
""" \
.~ PROP, 4' CONCRETE SIDEWALK
AT PROPERTY LINE
SEE DETAIL THIS SHEET
ALL SITE LAYOUT TO BE
ACCORDING TO THIS DIMENSIONAL
PLAN.
--------_._---+_._--_..._-_.._._.__._-_.~-_.__._------.----.--- - --.-.-,.-.---.
- - - --
"-,\,5 46-22'53"--E ~
"'\\n__ 1 O' UTiLiTy EASEMEr'JT
25' BUiLDiNG SETBACK LINE
PP.
:'
EXISTING POWER POLE
(TO BE F~ELOCATED)
R=35
RN,-1P
T
E
x
A
s
A
v
E
N
u
E
NOTE:
1 0 0 .
ROW
(-.--.--. --.-- - ---.----.
-----..,.
59.1'
r--------- --------'-------.-,
I 4.5' 'I'
i /:
~29 :.9.' 12. 3 ~
! 2.25'!
CITY ROW
'-0" MIN.
WOOD FLOAT FINISH
4" THK. (MIN.) REINFORCED
CONCRETE SIDEWALK
--- PROPERTY LINE
ISLAND DIMENSIONS (Z)
A1 - 4.3
A2. - NOT TYPICAL
A3. A4 - 5.9
B1, 82 - 4.3
C1, C2 - 4.3
D 1, D2 - 4.3
E1, E2 - 4.3
F1, F2 - 4.3
G1. G2 - 4.3
H1, H2 - NOT TYPICAL
CURB & GUTTER
~l
~r
PRIVATE PROPERTY
SAND CUSHION
R=7.0'
#301 ff' O.C.B.W.
. TYPICAL
ISLAND
COMPACTED SUBGRADE
DETAIL
TYP I CAL
SPACING
DETAIL
SIDEWALK
D ET AI L
N.T.S.
N.T.S.
N.T.S.
~
i~
\-
/
/
/
.
'-
\
LEGEND:
BC BACK OF CURB
FC FACE OF CURB
R8 RADIUS IN FEET AT B/C
PC POINT OF CURVATURE
o PARKING SPACES IN ROW
FW FACE OF WALL
PL PROPERTY LINE
TRAFFIC DIRECTION INDICATOR
(PAVING MARKERS)
PB ff" PIPE BOLLARD (SEE DETAIL
~
SD-7....)
DRAWINGS:
SD-1
SD-2
SO-3
SO-4
SD-5
SITE PLAN
GRADING AND DRAINAGE PLAN
UTI LlTI ES PLAN
:~: :::::G:~~~TURES
..
SO-6
NOT THIS CONTRACT
SITE CON~UC~ ~ILS
" '., "",
UTILITIES (tlwnRU~
....."\1'*
SD-7
SO-8
......... 'Ii
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j
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SITE LANDSCAPING 'iIII'
-- I~~-
-~
--....-----.
------------ ---.........
'------.
-----~-.._---_. -
~~
~1v~r
rLAAhliAk? Fit-€" UP';
(TYP. )
NOTES:
1. ALL TRAFFlC CONTROL SIGNS & HANDICAPPED
SIGNS TO BE DESIGNED ACCORDING TO THE
TEXAS MANUAL ON UNIFORM TRAFF1C CONTROL
DEVICES.
2. FlRE LINE MARKING TO COMPLY. WITH CITY
FlRE DEPARTMENT REQUIREMENTS.
SITE ZONING: COMMERCIAL C
PARKING: (BUILDING AREA = 91.083
TOTAL SPACES REQUIRED - 456" \ \ '} 00
TOTAL ~PACES PlANNED - 494'
S.F.)
PHASE 1 SPACES REQUIRED
118
PHASE 1 SPACES PROVIDED - 360
.~~~
. . '}.. ~) 1-;V ')10;; ~-t reS'
6.~. .r-~. ) I 00 \:---
jJ~~ ~t-~
. 0 3. {P 0 ():j)-'
\ /)/~ . ~6 fY{)
1;L, l.f f;JJ'
APPROVED FORA PERMITTI NG:
ra AS NOTED ON PLANS .
[J WITH ATTACHMENTS
C1~ W.. ATTACHMjQ~S
By J .. . Date ..,.
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LEGEND
o pop-LJP'SPJ'Z.,A..-r H~i ~!JBI~D 1804-0,Atv1i MPI2!Jozh..E:.
· pop- UP ?~T HE:.ADj t2A1~ BIt2D 1t04-5,AM i FLAT ~~c"'orz~ ~&lLE:.
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GENERAL NOTES
t. INSTALL BACKFLOW PREYENTER AND IRRI6ATION SYSTEK ~s PER CODE.
2. DESI. PRESSURE IS SO PSI.
CONTRACT. TO FIELD ADJUST ALL HfADl/NOIlLES TO IN9UREIOoX
COYEaA6E or LANDSCAPE AREAS IIITHOUT OVERSPRAY.
3. IIAINlINE PIPE SHAll BE INSTAlLED "INtKU" 12"BElOll 6RADE. ZONE PIPE
SHALL BE INSTALLED 1I1NI"tM '" BELGII ,&aADE AIID 2" AllAY FROflIlAIHlINE PIPE.
IISTAll ItAINlIIIE PIPE, lONE PIPE AIID VALVE IIIRES IN, COItfIOtI TRENCH IlHERE POSSIBlE.
INSTALL AlL PIPE II PUNTU.6 AREAS IIITHIN 8' or WALLS AIID WAlKS.
4. VALVE W'RES SHALL lIE 14 6UA6E,TfPE ur '1IltE. COM8N 4IlRESHALL BE WIlE COlOR
AND VALVE IlIRES SH~L BE RED COl.. AlL$PLlCES SHAll IE KAlE IIITH 3" BRAffD
DIY DRY SPLICES (Dt EQUAl) AND"ADE ONLY IN VALVE IOIES.
S. SLEEVES SHALL BE PROVIDED FOR PIPE AND WIRE UNDER AlL MAllS, CURBS, AIID PAVIN6.
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