ST9302-CS 990205 (2)Kimley-Horn
and Associates, Inc.
Transmittal
Date: ~/~/~/ff Job No:
To: I~,.~ <~,~.,(--~ ~ ~ ~.~.
0(,, t o~,'I oo
Suite 1100
801 Cherry Street
Fort Worth, Texas
76102-6803
TEL 817 335 6511
MET 817 654 4266
FAX 817 335 5070
Re:
We are sending you
~Attached
[] Shop drawings
[] Under separate cover via
J~ Prints/Plans [] Samples
[] Specifications
the following items:
[] Change order
Copies Date No.
Description
These are transmitted as checked below:
[] For your use [] Approved as submitted
[] As requested [] Approved as noted
~For review and comment [] Returned for corrections
[] Resubmit __copies for approval
[] Submit __ copies for distribution
[] Return __ corrected prints
Remarks .v_~ ~ :
RAO~U~ PT, 30' R
85.02' LT.
SEE t.A~r. RAL 4~
STA 54+51.60
~.6' R[C. INLET
~EE LAT. 47
EAOIUS PT. 30'
STA. 54+7LS, rl, $'"02'
7038969.8255BN.I
2455629.§9535E
{R w/ RED
j glO' REc. NET '
'r OUAL-OPENING-INL.E-T .... S['E*I.~T; -~'X~T--S--~.-- ~eST S/W TO ~
~ FUJM[ I EX~ST S/W I
IS[E LAT 49 & FLU~$/W-D['TNL~_ ..... .J
EXIS~NG
CMP TO BE
REMOVED
MONITORtNG
~8' s/w,
TICAL CURVE
EXIST1NI GRADE 45' 90' & RIGHT e = -0.15'
~,. EXISTING OR) 65' RIGHT EXISI~NG TOP CURB RIGHT
EXISTING TOP OF CURB
TO BE
~ ~ ~ __ ~ 24" RCP 2 - 36' RCP
NOI~
1) CON1RACTOR TO L,
AS CONCEPTUALLY
]RANSITIONAL ARCS
IONS. APPROVED B9
TO BE MADE IN 'B-ii
CONDITIONS
2) ALONG 'RJE NOR!~I
ROAD, THE SIDEWAL
OF .5 FEET EXCEPT
IS AT THE BACI( OF
WIDTH SHALL BE 6
.3) 'ALONG THE SOU'I~I
ROAO. 'n~E SIDEWAL
SHALL HAVE A WIO'
4~
CUT T/
SIDE OF MO
EN'I'RNflCE
sOUTH OF
CHm["~a%od;,~'~ ~Off T/
ON THE EAST CURB LINE
NE CORNER MAPLELEAF &
200'~ SOUTH OF SANDY L
& RIGHT
[ ¢82.07-"X
0 {.300~
457.43' ~ RCP 0
485.07
480.37
I, JoT~.:
OTY O~ COlWeLL
SANDY LAKE ROAD RECOF
PA~ING AND DRAIN
L~liI~r~ Kimle'dtom and Assoc
55+09 5~+09 59+00
T/C ;~'V. - 4M.14' ~
RADIUS PT. 30' R
~%OT LT.
~.10' REC. INLET
7058969.82558N,
243562g.59553E
~ w/ RED
I~C ~rA ~
E)~STIND
CldP TO BE
REMOVED
482.07
B
115°
17.5775'
L ~ 348~0
341
&& "RLF'.
37'LT
~.10' R~C BeLET
R.O.W.
WIRE
RT
o.
16"
57+00
1
CEN~RLINE (ID
U
8"SS
B" SS
EXIS~NG ED.~,E OF PAYMENT
/
8' SS
STA ~+40.11
23' RT
m" RC~
STA
S~ LAT 4g
XtS11NG
STA 57+23.51
,I&SO' RT
STA 57+41.g5 84.37'RT
tO' S10 INL[T
~'1:' LA'I~IUd. ~0
~T
NO1ES:
1) CON1RACTOR TO L,
A~ CONCEP~JALLY
TRANSITIONAL ARCS
IONS;. APPROVED 8'1
TO 8£ MADE IN TH[
CONDITIONS
2) ALONG THE NORTH
ROAD. THE SIDEWAL
OF 5 FEET EXCEPT
IS: AT THE BAC~ OF
WIDTH SHALL BE 6
5) ALONG THE SOUTH
ROAD. THE S~DEWAL
SHALL HAVE A HD-
CHISELED CUT T/
SlOE OF MO
ENHANCE
SOUTH OF
4;
NE C~NER MAPLELEAF ~
2~'~ SOU~ OF SANDY
GRADE 45'
EXISTING 65' RIGHT
90'
EXISTING
AT ALL
&: RIGHT
EXISTING
TOBE
~B' s/w,
TOP CURB
TOP OF CURB
EASMT.
RIGHT
CURVE
· = --0.15"
SCALE: 1' = 20' HORIZONT
1' = 4' VERTICAL
r & RIGHT
RCP
2 - 36' RCP
485.07
457.43' ~
RCP 0
480.57
UICHAEL
,~+00
OTY OF COniLL
OAU_AS C~UNIY.
SANDY LAKE ROAD RECOI'
PAMNG AND DRAIN
PLAN & PROFILE STA 54+5C