HomeMy WebLinkAbout09-5202 CANADA ROAD SW EXPAND HIKE AND BIKE TRAILW
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FLOOD STATEMENT
THE SUBJECT PROPERTY APPEARS TO LIES WITHIN SHADED ZONE X, AS PER THE FLOOD
INSURANCE RATE MAP, COMMUNITY PANEL NO. 48201CO94OL, DATED JUNE 18, 2007, (TSARP).
WARNING: THIS STATEMENT IS BASED ON SCALING THE LOCATION ON THE ABOVE REFERENCED
MAP. THIS INFORMATION IS TO BE USED TO DETERMINE FLOOD INSURANCE RATES ONLY, AND IS
NOT INTENDED TO IDENTIFY SPECIFIC FLOOD CONDITIONS.
UTILITIES STATEMENT
THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE —GROUND
STRUCTURES AND UTILITY LOCATIONS BY U11UTY COMPANIES. U111_11TES/STRUCTURES MAY VARY
FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE
ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROCESS OF THIS SURVEY TO LOCATE
BURIED UTILITIES/STRUCTURES.
L
I i I i W 0 1 10
AR AM M
NOTE:
(1) 4" REINFORCED CONCRETE #5 SACK/ C.Y. 3000 P.S.I., 28 DAY
WITH #4 (EPDXY COATED) @ 24" O.C.E.W.
-1/4'1 FT SLOPE MAXIMUM
0.125! (TYP.) I( PROP. 2.9 SW. A[
[ST. 4.9 SIDEWAL
7
NOTE- 4!' REINFORCED CONCRETE
#5 SACK/ C.Y. 3000 P.S.I., 28 DAY
WTH #4 (EPDXY COATED) 0 24- O.C.E.W.
SIDEWALK CROSS—SECTION 77 A"
FOR 2' ADDITION
N.T.S,
STA. 4+i6
0.125*(TYP.) -\,
PROP 6"SW ADD'N
114"1 FT SLOPE MAXIMUM —
PROP. 1. '
XIST. 4ff SIDEWALK S.W. ADD?N
NOTE: 4" REINFORCED CONCRETE
#5 SACK/ C.Y. 3000 P.S.I., 28 DAY
NTH #4 (EPDXY COATED) @ 24- O.C.E.W.
SIDEWALK CROSS—SECTION
FOR 2' ADDITION
N.T.S.
9:�,0�5 OF Ile
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.....................
RODNEY I FE SLATON
.........................
90298
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The seal appearing on
this document was
outhoCized by
RODNEY LEE SLATON
P.E. 90298, on
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CITY OF LA PORTE WN: J.R.
PLANNING DEPT.ENGINEERING DIV.
604 W. FAIRMONT PKWY.
LA PORTE. TEXAS, 77571
281-471-5020; FAX: 281-470-5005
EXPANSION OF SIDEWALK
FOR HIKE & BIKE
TRAIL ALONG
CANADA ROAD
APP'D: R.S.
1"=,30'1
Project #.
2009-52021
January, 2009
SHEET,
1
z XOF 3
EXIST. EXIST.
S.S. M.H. 12" S.S. EEXIST, 30" STM. SWR.
+
n------ — ------ --------------
i EXIST 24"
F- I STM. 'SWR._�' EXIST. TYPE 1 JNCT.
35+00 1
BOX W/CURB INLET TOP,34+00
LLJ
--EXIST. TYPE 1 JNCT.
BOX W/CURB INLET TOP
33+00
STM. SWR.
I
EXIST TYPE "H-2" EXIST. TYPE "H-2"
INLET W/5' EXT. INLET W/5' EXT.
0 0
7
f7 v ' .. "- . ...' :. -7
k
F61
H —/I —1/ —11 —11 11 —11 —/1 —11 —1/ —/1
0-0 —0
XIST. EXIST. STM.
0_0�_o SWR. M.H. TEXIST. WOOD FENCE
CHN-LINK F CE It
PROP. END 209 L.F. 2'WIDE PROP. BEGIN 209 L.F. 2' WIDE
CONC. SIDEWALK ADDITION, CONC. SIDEWALK ADDITION,
(SEE S.W. CROSS -SEC. DET. "B"), (SEE S.W. CROSS -SEC. DET. "B"),
STA. 34+84. STA. 32+01
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Lli
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NOTE: FILL-IN FROM SIDEWALK TO CURB;
ADD 0.5'TO WEST SIDE OF EXIST. SIDEWALK.
I X6101 M3 f.11 I I 15k, I Q I I
THE SUBJECT PROPERTY APPEARS TO LIES WITHIN SHADED ZONE X, AS PER THE FLOOD
INSURANCE RATE MAP, COMMUNITY PANEL NO. 48201CO940L, DATED JUNE 18, 2007, (TSARP).
WARNING: THIS STATEMENT IS BASED ON SCALING THE LOCATION ON THE ABOVE REFERENCED
MAP. THIS INFORMATION IS TO BE USED TO DETERMINE FLOOD INSURANCE RATES ONLY, AND IS
NOT INTENDED TO IDENTIFY SPECIFIC FLOOD CONDITIONS.
UTILITIES STATEMENT
THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE -GROUND
STRUCTURES AND UTILITY LOCATIONS BY UTILITY COMPANIES. U-nUITES/STRUCTURES MAY VARY
FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE
ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROCESS OF THIS SURVEY TO LOCATE
BURIED UTILITIES/STRUCTURES.
EXIST
OUTF�Ll_ PIPE
x
/-EXIST. S.S. M.H.
0
CARLOW ROAD
EXIST.
EXTT.
1-0 - - - -
- - - - - - - - - - - - - - - - - - - - - - - -
IST. CHAIN
EXIST.
S. S. M. H
12" S.S.
36' STM. S R.
EXIST LINK FENCE
24" STM. SWR
- - - - - - - - - - - - - - - - - - -
- - - - - - -
- - - - - - - Ao
- - - - - - - - - - - '-EXIST.
- - -
EXIST. EXIST.
��EXIST.
TYPE 1 JNCT. BOX I
TYPE 1 JNCT.
EXIST.
BOX W/CURB INLET TOP
S. S. M. H.
TYPE 1 JNCT.
W/CURB INLET TOP 1 I
36" STM. SWR.
29+00 BOX W/CURB INLET TOP 28+oo
2�+00
32+00 31+00
'30+00
EXIST. 24" 11
STM. SWR. I
EXIST. 24"
EXIST. TYPE "H-2"
1
STM. SWR.
INLET W/5' EXT.
11 11
EXIST. TYPE H-2 I
INLET W/5' EXT.
EXIST. GV
EXIST 19" WL_�
& TERMINATION
EXIST. WOOD FENCE
PROP. BEGIN 209 L.F 2'WIDE
EXIST.
DEFIANCE ROAD
8"TEE/GV
PROP. END 209 L.F. 2'WIDE
CONC. SIDEWALK ADDITION,
CONC. SIDEWALK ADDITION,
(SEE S.W. CROSS -SEC. DET. "A!'),
(SEE S.W. CROSS -SEC. DET. 'W'),
STA. 29+24
PROP. END 2318 L.F. 2'WIDE
STA. 31+33
CONC. SIDEWALK ADDITION,
(SEE S.W. CROSS -SEC. DET. 'W'),
STA. 27+23
Lmin in
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...........
LEE SLATON
.........................
90298
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SCALE: 1 "=,30'
1 Original 01/06/2009
CITY OF LA PORTE- DWN: J.R.
PLANNING DEPT.ENGINEERING DIV. CK'D: R.S.
604 W. FAIRMONT PKWY.
LAPORTE. TEXAS, 77571
281-471-5020; FAX: 281-470-5005
EXPANSION OF SIDEWALK
The seal appearing on FOR HIKE & BIKE
this document was
authorized by TRAIL ALONG
RODNEY LEE SLATON
P.E. 90298, on CANADA ROAD
APP'D: R.S.
Scale:
111=30,
Project e.
2009-5202
Date:
Januarv. 2009
SHEET:
2
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OF
EXISI. IYPE H-2
INLET W/5' EXT.
<k
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E X I S T.
SIGN
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0
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3+00
SIGNAL
tf 58161
CONC. SIDEWALK
(S �_ �O �Ss
BEGIN AT STA. 3+
END AT STA. 3+34
IIIIII=II!IIIIIINPMWl
EXIST. PLANTER
2-1-00
DET."A"),
--� '17+00
EXIST. SIGN
CONC. SIDEWALK ADDITION,
(SEE S.W. CROSS -SEC. DET. 11N),
BEGIN AT STA. 3+38
END AT STA. 3+54
2+c)o
EXIST. CHAIN
LINK FENCE
S.S. M.H.
4 - - - - - - E ST. _SIGN
EXIST.
S.S. M.H.
-2.0'
EXIST.
PIPELINE VALVE
EXIST.
CHN-LINK FENCE
11-11 1 /1 —/1 —/1 —1/
EXIST. TYPE 1 JNCT.
BOX W/CURB INLET TOP
EXIST. CHAIN
EXIST.
LINK FENCE
GAS METER
0
CONC. EXIST
CONC.
DRIVEWA�_._ S.S. �.H.
DRIVEWAY
rNO
In
F mn
+
-----------------------------
E�['§:F. -FYIPE 1 JNCT.
ro BOX W/CURB INLET TOP
44+00
EXIST. 24"
U)
STM. SWR.
2.0
LLJ
7-
c)
EXIST. TYPE "H-2"
INLET W/5' EXT.
<
::E
EXIST. CHAIN EXIST EXIST. CHAIN
EXIST. HOG- EXIST. HOG- -,j EXIST. CHAIN LINK FENCE /GAS �ETER LINK FENCE EXIST. CONCRETE
EXIST WIRE FENCE WIRE FENCE LINK FENCE EXIST. CHAIN S. S. M. H. DRIVE
CONC_ 0 LINK FENCE EXIST.
no C 1 0 DRIVEWAYd' GAS METER o
GAS METE�� CONC. ASPHALT '� ASPHALT _\
DRIVEWAY
0.125'(TYP.) �
1/4* / FT SLOPE MAXIMUM
---EXIST. 4.0 SIDEWALK PROP. 2.0'SW. ADDrN
NOTE. 4" REINFORCED CONCRETE
#5 SACK/ C.Y. 3000 P.S.I., 28 DAY
WITH #4 (EPDXY COATED) 0 24- O.C.E.W.
SIDEWALK CROSS-SECTION "A"
FOR 2' ADDITION
N.T.S,
PROP 6� S W ADD'N
0.125'(TYP.) -\j 114" 1 FT SLOPE MAXIMUM PROP. 1.5'
1--���IST_ 4 �OSIDEV�;;:� —1— qV ADWN
1 v ",M I I
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-------------------- ------ -
----- v ----------------
EXIST.
---------------------------------------------------------------------------------------
__r : : - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- -
74,
EXIST. TYPE 1JNCT. I
EXIST. TYPE 1 JNCT.
I
-An" QThA QwD EXIST.
30" STM. SWR.
43+00 DUA VV/LUN0 INLLI lUr 42+00 S. S. M. H. 41+00 40+00 39+00 S. S. M. H. 3�+00 BOX W/CURB INLET TOP 37+00
< 11 1 i
I-_ EXIST. 24 1
U) 1.5' EXIST. 24"-1 1.5' STM. SWR. I EXIST. TYPE "H-2"
STM. SWR. I I
LIJ EXIST. TYPE "H-2" INLET W/5' EXT.
Z: INLET W/5' EXT.
_j 0
T
my-11-11—It—fl I/—//-
. := - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - --- 7 -----------------
< TEXIST. WOOD FENCE --- :::: -:- 2.0 Ala 1. )MN. SWR. M.H. TIE-IN EXIST. EXIST. WOOD FENCE
'5 PROP. 752 L.F. 2'WIDE EXIST. STM. SWR. TYPE "A" INLET
CONC. SIDEWALK ADDITION,
(SEE S.W. CROSS -SEC. DET. "B"),
BEGIN AT STA. 40+47,
END AT STA. 3+15
FLOOD STATEMENT
THE SUBJECT PROPERTY APPEARS TO LIES WITHIN SHADED ZONE X, AS PER THE FLOOD
INSURANCE RATE MAP, COMMUNITY PANEL NO. 48201C0940L, DATED JUNE 18, 2007, (TSARP).
WARNING: THIS STATEMENT IS BASED ON SCALING THE LOCATION ON THE ABOVE REFERENCED
MAP. THIS INFORMATION IS TO BE USED TO DETERMINE FLOOD INSURANCE RATES ONLY, AND IS
NOT INTENDED TO IDENTIFY SPECIFIC FLOOD CONDITIONS.
UTILITIES STATEMENT
THE LOCA11ONS OF UNDERGROUND UTILMES AS SHOWN HEREON ARE BASED ON ABOVE -GROUND
STRUCTURES AND UTILITY LOCATIONS BY UTILITY COMPANIES. UTILlITES/STRUCTURES MAY VARY
FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE
ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROCESS OF THIS SURVEY TO LOCATE
BURIED UTILITIES/STRUCTURES.
S. S. M. H.
REECH AVEN E
PROP. END 803 L.F. 2'WIDE NOTE: FILL-IN FROM SIDEWALK TO CURB;
CONC. SIDEWALK ADDITION, ADD 0.51 TO WEST SIDE OF EXIST. SIDEWALK.
(SEE S.W. CROSS -SEC. DET. 111311),
STA. 40+03
1 7
NOTE: 4" REINFORCED CONCRETE
#5 SACK/ C.Y. 3000 P.S.I., 28 DAY
NTH #4 (EPDXY COATED) 0 24n O.C.E.W.
SIDEWALK CROSS-SECTION "B"
FOR 2' ADDITION
N.I.S.
R R
4W
1.0
36+00 <
cf)
V1
� a .
1.5' 12" S.S. LiJ
Z
7.
K.- 0
--------------------------
EXIST. 36" STM. SWR.
-2.0' EXI
WET 7ELL
PROP. BEGIN 803 L.F. 2'WIDE
CONC. SIDEWALK ADDITION,
(SEE S.W. CROSS -SEC. DET. 1113"),
STA. 35+07
...........
LEE SLATON
.........................
90298
The seal appearing on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
1
SCALE: 1 "=30'
I Original
01/06/2009
L 4 CITY OF LA PQRTE-
'-'A
DWN: J.R.
4 PLANNING DEPT.ENGINEERING DIV.
q
r M
4
CK'D: R.S.
604 W. FAIRMONT PKWY.
LA PORTE. TEXAS, 77571
7XXAS 281-471-5020; FAX: 281-470-5005
APP'D: R.S.
Scale:
1"=30'
EXPANSION OF SIDEWALK
_�_roject f.
FOR HIKE & BIKE
2009-5202
Date:
TRAIL ALONG
January, 2009
CANADA ROAD