HomeMy WebLinkAboutPINE BLUFF SUBDIVISION - BAYMUD DRAINAGE PROJECT100
DEER PARK
1: SP.
APO`
HWY.
PROJECT LOCATION
SEE INSET
INSET
rw
City of La Porte, Texas
Planning Department /Engineering Division
CL roject No. 2007�480
N.T.S.
N MORGAN'S
POINT
_ BARBOUR'S CUT BLVD.
LOCAT-ION MAP
Not to Scale
HARRIS COUNTY KEY MAP: 58G-L
SHOR i CRES
GALVESTON
BAY
Alton E. Porter
COUNCIL
Mike Mosteit
Chuck Engelken
Howard Ebow
Tommy Moser
Louis Ribgy
Mike Clausen
John Black
Georgia A. Malone
CITY MANAGER
SHEETINDEX
SHEET SHEET TITLE
NO.
1
COVER SHEET
2
PROJECT LAYOUT & GENERAL NOTES
3
PINEBLUFF DR.,
STA.
0+00 TO
STA. 8+00
4
PINEBLUFF DR.,
STA.
8+00 TO
STA. 16+00
5
BAYS H O RE DR.,
STA.
0+00 TO
STA. 7+80
6
BAYSHORE DR.,
STA.
7+80 TO
STA. 14+40
7
A STREET, STA.
0+00
TO STA.
5+00
8
B STREET, STA.
0+00
TO STA.
3+00
9
C STREET, STA.
0+20
TO STA.
3+00
10
D STREET, STA.
0+00
TO STA.
2+60
11
E STREET, STA.
0+00
TO -'STA.
2+80
12
F STREET, STA.
0+00
TO STA.
3+40
13
SOUTH BROADWAY, 000 TO STA. 3+20
�y�PjE of rekAs,�+�
�• RODNEY-LEE SLATON
90294
The seal appearing on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
$-a1-02
2007-4801
SHEET 1 OF 13
N
`
`EXIST. 18' RGP
IJ,9
EXIST. 78' RCP
�
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m
w
w
c
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-
m
ST. 18' RCP
w�
a
`
a
z
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II
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EXIST.
18' RCP
•'
.
!!--
EXIST DRIVE
'�
'A•STREET EXIST HEADWALL
M
t
m
EX ST
METAL PIPE 12' RCP
a^
EXIST DRIVE
(LIMESTONE)
9
v
^
(zo•R.ow.) (GONG.)
EXIST. rEXIST EXIST EXIST. EXIST
18' RCP 18' RCP 78' RCP �15" RCP 18' RCP
°.�-
EXIST. 18'
bx
e-`---------
�-EXIST.
.•'•.•
1`
4
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/ „ ,
BAYSHORE ORNE(30•RO.W.)
^
/%jjJ////n/JJ/,
x �'
a/ •/ a
-
^
BAYSHORE DRIVE (40• R.O.W.)
^,
EXIST. CONC.
EXIST.
•`
\ ^'
\11\1l1\\11
- -� EXIST TR
EXIST TREES
10 RCP
EXIST. 18' RCP
,
SL CB
EXIST. CB7 �- !.pp ST. CB
--
EXIST. RCP (UNKNOWN SIZE)
78
ORCP
'��----
EXIST. RCP j°-
s
EXIST.
78'EXI
EXIST CB (BURIED)
EXIST. 18' RCP
18' RCP
J�
BUILDING
BUILDING
ii
APARTMENT
APARTMENT
II
COMPLEX
, COMPLEX
11
I I
�
II
m
II
V
^
II
1ST CMP
m
II
i
30
EXIST GRAVEL DR.
EXIST 18' RCP
i-n
IST 18' RCP
EXIST. CB
EXIST.
EXIST. ASPHALT DR
�I
IST 18 RCP
SIDEWALK
3
III —RCP (24•
f PINEBLUFF DRNE(RO.W.40)
IXISi 24'
RCP
>r
0
I m
°m
•
c°i EXIST CMP
18' RCP
All"IST
EXIST 18' RC
EXIST 18'
< m
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EXIST. It DTICH ('IYP.)
EXIST 18' RCP
!' RCP
(
Eaa
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0
b
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EXIST. 18' CF
AE = -,-:
78' RCP !nn
Rio
EXIST. 15' RCP EX
18' RCP_ s 15'1
.............
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\
,
EXIST.
.LIMESTONE
N^o
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L
S\
DRIVE
OF SWALE
,
- (
d,�
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,
w
x F
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p"-EXIST. 1Y RCP
,
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t
EXIST. 15' RCP EXIST. 15' RCP
EXIST 72' RCP `
EXIST 12' RCP
II
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a,
.
`.
EXIST. 15' RCP
!/ ^
Rwwi
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EXIST. RC )I`�y I`
(UNKNOWN SIZE)
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of a
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SCALE: 1 "= 50'
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> 4
Ag�A`T ~'x9�'
•.INN.IN..NW.NNNNNN«. , �
.+ RODNEYLEESLATON ,+
...Y.N.....N..N»«..»...6.«Nr
I(j : 90299
tots/ONAL
hits
PINE
BLUFF DRIVE
(401 RnOmWm)
NOTE:
RESET RCP'S & INLETS
M
r I I
"A" STREET
TO MATCH
PROP. CL DITCH
rg.
PROP. FL = 5.82
�� 3 R.O.W. %a i
(6' )
��-
SCALE: 1 30
171
I 1
PROP. REGRADE DITCH
II EXIST GRAVEL DR. EXIST 18'
FL = 7.48
RCP
• .I
/ IxiST 18" RCP, �' APARTMENT
S i
ryi
e
i
EXIST 18" RCP
EXIST. EXIST.
SI WALK
ASPHALT DR. EXISTyl+i
M 18" RCP
EXIST. CB BUILDING
o
EXIST.
a e- e•
,
_.._ u_ _
r
�_
$
-
�"-�-"��--'
°• ' °'`� ; APARTMENT
BENCHMARK NOTE:
11Pi BUILDING
CITY OF LA PORTS SURVEY MONUMENT L.P.S.M.
9� i ph 6
o
PINEBLUFF DRIVE (R.O.W.
40 > EXIST 24' RCP--
°y
,
#112, @11 WEST OF SOUTH BROADWAY AT THE
m
-
-------
y°' \\ °' 11,,E 6°
_-
CENTER OF NORTH SHADY LANE, 33.3' SOUTH OF
a
b ti t
\
EXIST CMP
.�x�
- R - - �-
�'�
- _ --- -- --- _-
°��
°
6 ; �'• .`°� ✓
- PROP. -
SIGN POST, 32.4' NORTHEAST OF MANHOLE,
669 770.725N 3 264 932.832E ELEVATIONS 1983
>.
PROP. TYPE "A" INLET
EXIST 18" RCP
PROP. FL
EXIST 18" RC
E T 18 RCP
°
��:� �; FL=7.29, STA. 13+60
BREAK
ADJUSTMENT NGS SEA LEVEL DATUM OF 1929
$• ,
= 5.50
I
PROP. 256 L.F. 18" RCP
FL = 6.52
$ ;,I
;� •
EXIST. DITCH (TYP.)
PROP.
MATCH
,f
I
o
ELEVATION 6.07.
•
iEXIST
EXIST.
FL=5.96 1 " R ?
��
O
66n,
FL = 6.94
°� ��
'�
PROP. 277 L.F. 18 RCP
EXIST 18' RCP PROP. FL = 8.00
PROP. REGRADE DITCH 0.1%
@
co
w
FLOOD PLAIN NOTE
I -EXIST. TOB (TYP.)
° "
,�
a a� _ EXIST 18" RCP
EXIST °' '''' ''''' ' Z",/ ''
STA. 6+60
z
J
ACCORDING TO THE FEMA FLOOD INSURANCE
:x'
;w: o°j
Ib�
tit
e° CB ` °' EXIST 18" RCP
EXIST 18 RCP
\
EXIST 21" RCP
rEXIST 15"
RCP
=
RATE MAP FIRM FOR HARRIS COUNTY TEXAS
(FIRM) > >
moo.
EXIST. DITCH (TYP.)
b �66
il
a"il�
° ,� J h
1�
,�
IU-
AND INCORPORATED AREAS, COMMUNITY PANEL
_
1b h -
- �.. �,. ,-,�tl.l.l.
_a
°��a=gym.=
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//;�
<C
NO. 48201 C1 085-J DATED NOVEMBER 6, 1996,
REGRADE DITCH
,���`' 6�ry0" '\ ,.
- - - - -
THIS PROJECT LIES WHOLLY WITHIN ZONE "AE,"
e�
%9
° 10' o ` PINEBLUFF -DRIVE (R.O.W.
40)
b
,
BASE FLOOD ELEVATION DETERMINATION = 11 .
° °�`' , QP O° �ti
`
GAS-- '•�
1 °' GAS -- GAS - GAS - GAS - G ,y G GASGA
b
FL = 6.94
I EXIST � .. .H:�.2:: '
:.: �.:. ;"• .r�.•
::^o-:: ..
18 RCP- - - - - - - XUF T8 RCP- -C- -
EXHS7- - E3EIS�
E�EtST- -E IS -
-SST
LEGEND
18" RCP
18" RCP 18" RCP
18" RCP18" RCP
18" RCP
PROP. FL = 8.39
- PROP. -- STA. 5+08
BREAK
PROPERTY LINES--
EOR (ASPHALT)
NORTH SIDE PINE BLUFF DRIVE
FOR (LIMESTONE)
FOR (DIRT)
*L ^,
'-' U
a= w I 1 i
! UU 1 J i ,
i ^ I i ^
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; i i w
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i W^ i I
1-
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1 W
Z
FOR CONCRETE
p
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o p¢
a , c1f< t
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=
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a
p F-�! i : p= p 2 p= I
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p21
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p
FOR (SHELL)
16.00
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p
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. ._ _ __ __ .____ ___ ___ __ __ _. _._. - __
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_________, _____
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_.______ _
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CMP
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RCP
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-
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-PROP
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-------
14.0
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TOE
: t
I
I
BREAK I
i
;
TOE
-
TO SOUTH BROADWAY I
t
- ---- --'-----
EXISt. N. FOR
1
'
- - I --- r ----- - -- _..---
i
I
-PROP TY INLET 'EXIST. N1
... ------------- T- -P RO -' TYPE "A" INL - ,PINES_(ASI
p ET
P. LUFFH
i
FOR -- i
P ALT)
12.00
'•::'- + + +
CONCRETE SHELL + +
ASPHALT <• ' . ++
10.00
I
I
i I
I I � � PINEBLUF F ASPHALT
I t I C
1 I
I I I I
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I I ' I
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_
t �� ' I ...� T
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NAT. GRND.
I
10.00
'� • +++++
8.00
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,
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i 18'' RCP -
'
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,ST
T E, EXIST i i i
I 1 t
12 E
1" RCP
I
---- i
i ---EXIST II
I
15" RCP
EXIST
8.00
GRAVEL DIRT �� LIMESTONE
�i /
- -- --,
--- - - ---
---.. - -- --' --�� ---- --- _ -- - ---
--- - -- --- - - -- -. -�
.
1.8RCP. ----
v ���
_-_-------- I I I I EXIST I. I I RCP 18 RCiP I
-- EXIST-1
I
6.00
I I _..._..._..:18" RCp._i I 18" RCP
EXIST 18" RCP , I
, , _ �'� ' ' ' '�'
-`
._. ..--... --
EXIST.
EXIST
t � I � ' � '
I I I
i EXIST: FL = 7.20, CL OF DITCW
t EXIST
0 F DITCH
6.00
'
- EXIST. - _ --
EXIST. OF DITCH
' ' :
1
CL OF Dp CH OF DITCH
r�i
I :
I - -- EXIST.
STA 5+1C
OF DITCH PROP.
: ' I 1
FL=8.00 PROP.'
OF DITCH @ 0.1%
cRAss
4.00
FL = 5.82 ' �' of
DITCH PROP. REGRADE DITCH
'_
F 6.50
L' = FL = 7.48 `:
I "
�L = 6.9 PROP. 277 L,F. 18 RCP
;
4.00
- - -- -
- - ----
- -
-- -----� - --
EXIST. FL=6.90, i
I I I
I 1
S1;A. 3+84
1 1
I
Q9,�®vooppan
OF rexgs4o
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1
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2.00
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7+00
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G RODNEY LEE IATON
SOUTH SIDE PINE BLUFF DRIVE
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PP 9
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------ -- -
P.E. 90298, on
I
I I
EXIST. S. � FOR-
I �
5� O
12.00
---- ----
1
- -- -
- --' - -
- --
i i i
I
------'- --- _
' i I � '
1
_
--- ----- ------
- --- - -
i i
EBLUFF (AS T)
PIN PHAL 1
I 1
OP
------ ----- - --- - --- - ---- - ;---
--,-- --- r -APRSOUTH
I f
I
- -- ----------------------
•
--- -- ...---
12.00
-TO------
SOU BROADWAY '
NAT GRN
EA K
D
.�
-
t
CITY OF LA PORTS of
10.00
; 1
EXIST Si FOR
PINEBLUFF ASPHALT
(
I I ----------- -----
----- --
- -%'
_
A
0
PLANNINGDEPT.EN INEERING DIV.
n m
NAT. I
-- -
_ ----- ----
---
--- -
---- -
-
6A PKWY.
-
____- ;-
'_
_ _ _ _
------ ------ --
EXIST ' EXIST
_____
EXIST EXIT
EXIST EXIST
O TE.FAITEA 77571
50
8.00
-----
=- I '�--- -_ I-_l_
- -_--
L -___-
---
-------
_ '---- EXIST q.g� Fes- 11, , , _„ , , _ , -R � PCP-
18 fC 1`
P 18" RCP
, 11 RCP 111
8.00
, rans
281-4 1 OE FAX: 281 4 0-5005
_ --- _ I - - -- -- _ .__ ---
- RCP
'EXIST EXIST
DWN: RLS/JR
I� �., r- ---- I
EXIST -
8 RC ; ; , , EXIST. FL ,- 8.39
48y REP 7 P
6.00
I
1 1 EXIST. I
i
OF DITCH
-
i
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I 18"' RCP
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FL 839
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t 1• I I I I
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EXIS T
6.00
BAYMUD DRAINAGE PROJECT
CK'D IRS
I
--
- - - --' .-------- - -----------
, ,
_ ----- - - - - ---
, EXIST
-- -- -;-- --- ----- . _. _._ EXIST. GAS LINE- -- -- - ;. -- -- --; - -
EXIST. , , ,
- - -- ;
I ,
-- -------- ,
18
--„--- ---- -
RCP
PINE BLUFF SUBDIVISION
,
24" RCP
EXIST.
OF PITCH JERIFY' SIZE &'DEPTH '
FL=6.84
r i
PROP. FDIC 0.�1%
L O
T' H @
APPD:RS
4.00
_
PROP. FL - 0.50
PROP. RESET 256 LF EXIST.
FL = 5.9
I
1 !
I
4.00
SCALE:
- - -- ---
-- - -- - - -------'-------
EXIST.
1 I
n o--------'--- - -
18 RCP.@a15 r°-----;--- ------
! 1 I
STA. -3+1 11 ------- ._OF_DITCH_----
-STA
1 1
-- ----
------ ; - --- - ; - -- ----...-;--
I 1 I I
_:_ _------;
,
--
- ----; -- --- -- ----;
I
------ -
PINE BLUFF DRIVE
Horiz: 1"=30'
" ,
i
1 OF DITCH
-
Vert: 1 =2
2.00
2.00
PLAN &PROFILE
DATE: Mar. 2007
0+00
1+00
2+00
3+00
4+00 5+00 6+00
7+00
8+00
STA. 0+00
PROJECT No: None
SHEET:
TO STA. 8+00
3 OF 13
PINE BLUFF DRIVE
NOTE:
(401RwOnWn)
RESET RCP'S & INLETS
TO MATCH PROP. CE DITCH
SCALE: 1 "= 30'
I �I�
H
PROP. 30" HDPE ^? I
& OF DITCH �II
I:
NOTE:
VERIFY GAS LINE
jll)
LOCATION & SIZE
BENCHMARK NOTE:
jlll
Q
'IF" STREET
CITY OF LA PORTE SURVEY MONUMENT L.P.S.M.
PROP. @ .1% PROP. TYPE "A" INLET
REGRADE DITCH j�:l
FL=7.27 STA. 13+60 I
( (30' R.O.W.)
PROP. 30 L.F.
#112, @11' WEST OF SOUTH BROADWAY AT THE
EXIST
EXIST EXIST ' '
°
30 HDPE 0.2/o
CENTER OF NORTH SHADY LANE, 33.3' SOUTH OF
OQ
EXIST
18" RCP \\ EXIST 18" RCP - • $;I, CID ���)
oyb /6a 9 00 15' RCP h" ^ "0 Ok ky 18" RCP �:'•. �O
xo�
"� " k
EXIST ':.'
SIGN POST, 32.4' NORTHEAST OF MANHOLE,
}
0�
1oh
/ o• o• a °. o. o ok 6.:,* �/ ii y e oq;e. x�o
„ ,,�., T. .�,.. - .,.-.,.� �_��_ - _..� :=��:: •'•••'•'•
-
® 96 0•.,,,:;.;•: 'y;a; y 5 :: i ttl
"' k ,, ,ry' „��,-..,.....: o.,:..,{..,, .,-.r.;.F.
6 18" RCP
669,770.725N, 3,264,932.832 E, ELEVATIONS 1983
�� /� Ol 0 O 0 ..i:?.-. _ »,• ®�
--:. ram. --------------------� ------ -- ----- 9 - - �. :-,>;;•.
_�'_ -- 9
_ 9. x x \ . .: Y-.'�...-.••wy..My :.4� •7•..,y. y. ... (�
- ---- ------------- E.;<.,•,,:,..::� .,:::.',�'
-____-__----
ADJUSTMENT NGS SEA LEVEL DATUM OF 1929
w
Z
-- '-- -------------- -- -- - • .... .c' '�� 9
- - - - -
�
ELEVATION 6.07.
J
6k
'�• kry P^ .,`'� .y a0 PINEBLUFF DRIVE (R.O.W. 40) " •`" `�'• '. rye'
x k� ,
ell I o"
F, •S o, �`''
U
k•F GAS -.-_ GAS
GAS GAS S- GASGASg!S- S-GAS-GAS-GAS GAS --GAS GAS �n k
GAS-G
• V• O' \. N. .�'T- AS A: AS - -_ AS - G S -_ 7•
ryA + •`' .O{' h '� .��•
- GAS
-'� --� - "
FLOOD PLAIN NOTE
ACCORDING TO THE FEMA FLOOD INSURANCE
-�11i::? i.:pl:
EXIST EXIST EXIST I
+ ' ^. :':.er�7':het�a::•2..f l�i:_v,['�.1„%
EXIST EXIST) '
18" RCP
° EXIST EXIST
MAP (FIRM) FOR HARRIS COUNTY, TEXAS,
15"RATE
RA RCP 18" RCP 18" RCP 15" RCP
PROP. REGRADE DITCH @ 0.1% I
EXIST 15" RCP 12" RCP
15" RCP PROP.
AND INCORPORATED AREAS, COMMUNITY PANEL
PROP. EXTEND 24" RCP
REGRADE DITCH
NO.48201 C1085-J DATED. NOVEMBER 6, 1996,
TO PROP. JCT. BOX
PROP. EXTEND. 24" RCP
THIS PROJECT LIES WHOLLY WITHIN ZONE "AE,"
PROP. JCT. BOX
TO PROP. JCT. BOX
BASE FLOOD ELEVATION DETERMINATION = 11'.
STA. 13+60, TOP=11.00
LEGEND
PROPERTY LINES ------ ------ ------ ----------
EOR (ASPHALT)
NORTH SIDE PINE BLUFF DRIVE
FOR (LIMESTONE)
Lv ^ 1 1 14J ^ 1 I i 1 1 1 I W^ I^ 1 1 , 1 i i � i I
Z I- yy ; uj 1 i I W^ I i 1 1
> 1 1 D Z I I 1 1 1 m 1 I> W F- I m 1 1 m 1 1 i , I m 1f- F- 1 I I f- i , 1 1
yy O
1 I 1 I I 1 I- -' i' J 1 1 I 1 1 1 - Z I I I -I J¢ 1 1 I J t I 1 1
IK. (n 1 I 1 1 1 1 i� ¢ w ¢ 1 w I U U�1
1 I I I 1 ^ 1 I 1 1
1 1 I I Im F- F- I I I I
W 1 1 I 1 I J I I I 1
FOR (DIRT)
FOR (CONCRETE)
16.00
I 1 1 , (Y i I 1 I 1 W' ¢ , 1 1 1
W 1 I I I 1 I I I I = 1 I 1 I 1 1 , i I I¢ I 1 i I 1 1 I
J I ' 1 ' '. = O O _ _ _
' ' '
I 1 i• J 1 1 1 I I f- I i a Ft- i o- ' F- ' I 1 I d d I I I 1 1 t 1
I 1 1 1 iU = 1 1 1 1
' ' ' ' ' ' ' '
I-d
FOR (SHELL)
F- U' 1-
v 1 I I 1 1 d , 1 i 1 d i 1 I 1
V3 J'-------i I 1 1 1 V% 1 I N (n r (n i 1 I (n I 1 1 • �, , (/J •1 (n • (n 1 I 1 (n _ i I I 1 I i i I 1 I(n (n i I 1 1
---i--------i ------- t--------t--------1---------1---------r---- r--------r-ff----r--------r--------r--------1-----'--ti--------7--------t------r--------r-----•-a"r 7----r--------r--------1--ti`.--r--------Y--------r--------r-------- r--------r-------t--------I---------1---------r---'--'*--------r--------r--------r-------
-:
16.00
CMP
X
.Y. � IX I 1 x I t i (n 1 , X(ni s(nSI i 1 (n� I 1 I 1 '^
x 1 1 I 1 1 1 w 1 I 1 ? 1
W 1 I x w I W , I W I 1 i - 1 I W-i - 1 1 1 - I I , 1 -
x xi x x
I 1 , 1 i Ix �1 , 1 1
LL---- I 1 I 1 1 I W - 1 1 1 1
RCP
I I 1 I I 1 i 1 I I I I 1 i
Iw 1 141 I I I 1 1 1 W 1 1 WI W 1 1 1 W I 1 1 i
1 1 1 1 i 1 1 1 I I I 1 1
I I 1 I 1 1 I x
1 I 1 1 1 I I W 1 1 1 1
G.L. DITCH
14.00
1 I 1 1 1 i I I I I f I I 1 i
I I ' '
--------T----'---r--------r--------r--------r-------1------------------r--------r--------r--------r--------r--------r--------r-------7-----------------'r--------r---:=-
1 I I i 1 I i i i i i
I ' I ' I ' '
I--------r--------
14.00
TD6
-------- r-------- r------- -r--------r------- -I -------- 7-------- 'r--------T--------r--------
i 1 1 I I I 1 I i i I 1 1 I I i 1 I I
1 1 I I I
--------r--------r--------1---------r--------r--------r--------r--------r-------
i I I I I I I
i PR�P. TYKE "/'1" IIpLET
TOE
I 1 I -P-- I 1
1 1 EXIST. N. FOR
i i i i i i i i i i i ' i i
I I I 1 I I 1 i i 1 I I , , 1 i i I i I i
' ' ' ' ' I 1 I i I PINE (ASPHALT) NA% GRND.
I 1 1 1 1
i I I I
i i ; i EXIST. N. E012 1 1 1
FL*8.80 PINELUFF (ASPHALT)!;
TOE
12.00
1 ,f I 1 1 , , ,
1 1 1 I 1 1 1 I 1 I I 1 1 1 I 1 1
i
1 I I 1 1
1 1 1 1 I 1 1____--__'------__1 i 1 1 1
---___--I /
----------------'r--------'r--------r--------r--------r--------r r -1--------7--------T--------7- r--------r
1 1 1 t ' ' ' i ' ' ' ' i ' ' ' ' i ' ' ' ' i ' ' '
i t 1 HAT. GRND. 1 I 1 1 1 I 1 I I 1 I I 1 I 1 I I 1 1 i I i I
I I 1 1 '-T"�----_ I i I 1 I
1 I I i 1 1 1 I
r--------r------- ---------------r--------r----------r--------r-------
' ' ' ' ' i ' ' ' '
I i "" 1 i I I I 1
TY A I
PR N ET
12.00
+
CONCRETE SHELL ++ + ++
ASPHALT <-
10.100
1 1 I i I I 1 I I 1 1 I 1 1 1
i 1 �♦` I i 1 1 1 1 I 1 i 1 1 I 1 1 1 i 1 1 1 I Ip I I 1 1 1 I�----L-__-- 1 1 1 I
I 1 1 , I I I 1 i I I 1 1 1 I I 1 1 EXIST 1p" RCP i I i 1 - 1 TOW-
----__--I I =1---_--- 1 '--------1 1 1 I 1 i I 1 I 1 1 I 1 , - 1__--i 1 r----L_-_--✓---- 1 i 1 -- - I i 1 I I I 1 1 1
------- I _ - -- --- _ _ - I------ -> -a--- ---�--i--€xt i-----i-f--------f--------}- rr--- isT---------+------- - I �2,. RCP--------�I------f--------+----------------F-------
G.XIST 1 1 i 1 I I I I I t 1 i ti-.- J--'-'"'-
1 -'--�1 u EXIST; It tEXIST i I I I ' "!RCP
1 O.00
�• '4• +
II 1 EXIS I� I i ; ; i 11 1 ..' 1
I i 11 " RCP i' 1 1 t , 7,1"--1 EXIST I I (EXIST I -- 1 EXIST p I t i I tt I t
, I 1 i 1 1 RCP 1 i 115" RCP L ... r'"- '
�...-..1-.L_... I 15" R(vP lil 15"'RCP 1 RCP I t 1 15" F CIP 1 18' RCh' I i
-' -...'
(11 I I '
I 1 1 1 I I I i i
'
8.00
-i ' ' ' ' , I 1 ' ' i ' ' '
y •.. 1 1 I1' i I I I 1 1 1 1 1 1 1 1 1 1 1 1 EXIS 1 1
_ ___L_-.�=__-- -_______L______--L_______ J________J________1________1________1________--------L______-J________J________J________J 1________1 _____ L L-----___L_______a_ ___ _1_______J J_______________ 1 1 ____
.� 1-__--_ _, ________I -1 ___--_-_
', i I 1 1 I I
'EXIST i EXIST. ' ' ' i ' ' ' '
IiCi rI I I I I 1 1 1 I
_______
L L_ _ QCL.D�.T._J________J J________1________1________1_____-__L________L_______
-i-------_I
00
/\ \\/\
GRAVEL DIRT LIMESTONE
i i i' �� i i 1 1 I 1 1--_-_ i 1-
1 1 1 I 1 IS-11 I I !OF DITCfi I
EXIST. t I ��+r1 I I' 1 , ', i , ��I� i., �I. ,,, ��i ,, �� d,
'~ �� -T
1 1 1 i I 1 1 i 1
6.00i111111i
1 I 1 1 ,
' 1 I 1 I 1 I I i I 1 I I 1 EY;IST. (. I 1 i 1 1 1' I ' 'I' �i OF (DITCH I i 1 I 1 I 1 1 1 1 1 I 1 i I 1 I !OF DITCM 1 1 I 1 1 1 OF 1 DITCH ip pp '
ROI_,
L____-___L____-__.l_______J________J________1_-______1___-____L_______L--______L_______1_______J____------__L_______1..-_----J_-______J________1_-------1_-_-____311_
i' I i�r�"'�"' �r��� �I� iEXi�lil� ,�i����1 „� it„� IiF--4
1 1 1 1 i I 1 1 1
11 1 I I
6.00
_
_ L_--______1____----L-------J-_______1________1________1_______-1________L________L_______I i
Ii
GRASS
PROP. OF DITCH @ 0.1% j4.0O
'' ' ' ' ' ' 1 i 1 I ''' ' ' I ' ' ' ' ' ' 1 i '
------
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1 1 1
1 1 1 I I 1 1 1
2.00
1 1 1 1 1 1 i 1 I 1 I 1 1 1 1 I I PLOP. 30'1 HDPE
I 1 1 i I I i I 1 1 1 1 1 1 i 1 I 1 f 1 1 1 1 i I
1 1 i 1 I 1 1 1 i I 1 1 1 1 I 1 1 i
1 i i i I i i i i i 1 i i 1 , , i 1 1 t I i 1 I 1
1 I 1 I
i I i 1 1 1 I I 1 I 1
i I 1
I I I
, 1 i
-
I 1 I 1 , 1 1 i i I 1 1 1 I I 1 , 1 I I I Fq - 3.26 1
1 1 I-
2.00
0+00
9+00 10+00 11+00 12+00 13+00
14+00 15+00 16+00
ilt;'` f11j
� RODNEY LEE SLATON �
SOUTH SIDE PINE BLUFF DRIVE
�0,eq-. 90298
o
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it
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i i I i i D� W I i 0¢ I 1 1 1 I 1 Q
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1 I i a 1 1 0 i 1
1 6.00
r
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--------Q--I_____-__r______r' i-_-______r_---'---------r----------------i---------'i--------7-----r
u W I 1- ` 1 1 1 �1--e i I W�--------I I - v 1 1 1 -5r--' f v 1 1--------1 1 (off (�
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The seal eating on
x 1 I i 1 i 1 1 1 I - -
' x 1 I i I 1 x i ' ' i x ' i y} ' i x ' ' ' i ' ' x'
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-
' x i ' i x ' ' x ' ' '
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this document was
14.00
1 t 1 1 1 1 I i I I 1 1 1 I I I
' ' 1 1 1 i I I ' ' ' ' ' ' '
1 I , I 1 I 1 I I i 1 1 1 I I i 1 1 I
I
' ' ' ' ' ' '
authorized by
t1 1 1 1 1 I 1 1 I
1 1 i I I I I 1 1 i i
--------r--------r--------r--------r--------r--------1--------i---------r--------r--------r--------r--------r--------r--------r--------1---------r--------'r--------r--------r--------r--------r--------r--------r--------I---------1--------r-------r--------r--------r--------r--------r--------r--------r--------I---------r--------
1 t 1 1 1 I I 1 1 i 1
i I 1 1 I
--------r--------r--------r-------
14.00
RODNEY LEE SLATON
' ' ' ' I ' ' ' I
1 I I 1 1 1 I 1 I i I 1 1 1 I 1 EXIST.' M.H. RI I I I I i i , i 1 1
1 1.. 1 I I I { 1 I I 1 I 1 ` I 1 i I I 1 I i 1 I 1 I
N/j'f. GRND.I 1 S.I E0R
' I i 1 Eg7dST. M.H RIM I
1 ^ 1 ' 7 1 1
1 PRpP. JCI�. BOX 1 1 1 I i 1
EL�V=12.3,�
P.E. 90298, on
i I EXIST I 1 I EXIST. E0R1 i i 1 1 1 1
1 1 I i 1 I 1 I 1 i 1 I i 1 ELEV=,12.13 I i 1 1 i 1 i i 1 i I
' 1
PINEBLUFF (ASPF4ALT) A9,PHALT ' i I I I I i 1 I
, i
-I 1 I I I i i I
STA. 13+6b TOP-M 1.00
q
//D
��/A
12.00
I i 1
--------1 1 1 1 I I 1 I I i i I i i 1 i I
1 1 I I 1 i I I I------- I I , i 1 I i I 1 i 1
�--------i--------r-------r--------r--------1-------�--------•r-------- - ----- ---------r--------r--------r--------r--------r------- r---PR�P. EXTEND 24!' RCP-;-----� ----
' ' i i ' ' ' ' i ' ' i
, 1 I t 1 I I
I I 1 1 1 i i ' ';
;--------'EXIST---r-------�-----------------------------r�-------r----------------r-------
12.00
10.00
1 1 I 1 1 i i I 1 i I 1 i i 1 i
i 1 1 1 1 -T- I 1 1 I 1 1 i
EXIST ' ; ; ; ; ' ; ' � �----'� ' ' ' � ' -""' ' -___ '--___S-- ' TO PR�P. JCT;. BOX ; ---y_
I 1 1 1 I 1 1 1 1 I I I 1 1 I 1 I I � _-J___.---i-----T 1 1 I 1 1 T �
RCP 1 1 1 I 1 I i 1 I 1 1 i I I ___-_1,------I----- --- i 1 1 1 1 I EXIST
I
„
I 1 1 i---'-- 1 I 1 1 I 1
15 RCP I
� I � ' �----� --EXIST' ' ' ' ' '
I 1 I 1 1 I I 1 I 1
g I I I I I 1 I EXIST. 1 I 1
15" R P
1 O.00
L.
CITY OF LA PORTE F
� A
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1 1 I
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PLANNING DEPT.ENGINEERING DIV. _ M
";:' m
EXIS I I I I I i EXIST 1 1 1 i 1 I 1 1 1 1 ( i I ...--.r
' EXIST ' u I i i 4XIST h 8" RCP( a- • - 'I-
i 1 ' I 1 I 118 RG`P i 4....-_...
i 1 1 II I » I 1 I L. I I I I I I 1 i 1 1 1 I I---F- �- ••. I 1 1
, 118' RCP1 II >_ I 151 RCP I' ' ;18" RCp i I I i AST.
I 1 1 1 1 1 1 1
t EXI 1T i
/ ���,
1 1 I i » I 1 1 1 1
I E I$T.,
604 W. FAIRMONT PKWY.
8.00
...1 , ... 1 ' ' '
r---�-_ i
1 1 1 ... i 1 1 1
1 I 1 1 1 1 1,--------I
' ' ' '
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LA PORTS. TEXAS, 77571
i
L--_-_-__L_______J___-_---J___---_ 1________TEXAS
1 1 ____ 1 L1__L
i�� _______ I i---_____ 1- -I ____
FL 5
____ L____ __ L_______1_9_6___J J _1 ______ 1 1 L L8.00
I 1 1 I_-_--__ � -____ i - 1 ________ 1 _______-1--------,
- 0, F -
-47 502 FAX: 281-470 5005
OF DITCH ; � OF;DITCH ' ' '
' -DROP: '--' --i -- -i ' ' i i i
6.00
PROP-1
E IST. GAS( LINE 1 1 i 1 I I I 1 i I_-_ -L -1'- I
1 i 1 1 1 i 1 i I 1 1 i J-- - F--- -t 1 -- 1 --
1 i 1 1 I 1 1 1 , __--- -i-------L________LVERIFY IZE-&-EPTH i I I -_ -J. ---t- 1 i I _-L -1- -_7. i
________L________L_____-__L_____-__L_______J_-_-____J________J________1____-___i_ L_ 14LL1
-'-
-r i i i 1
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- REGRAU DITCH ; ' ' ' '
1 I 1 1 I 1 I i 1 i i
6.00
BAYMUD DRAINAGE PROJECT
DWN: RLS/JR
CKD• IRS
--_I-- -- --J_ _
;
1 1 I 1 I I I 1 1 i 1 1 1 I 1 1 __ 1_-
PROP1 (P OF DITCH � 0.1% I I T � I� I I I I I I I
1 1 1 I I I 1 EXIST M.H.iM.H.-,--------i--------i
L___---_J____-___J________1____________1_ ' '
; ; ;" ; I M/d ELEV=6'.69 ' '
PINE BLUFF SUBDIVISION
APP'D:RS
;
j j
4.00
I ' ' I EXIST. 6 S.S. ' ' ' ' ' ' '
' ' ' ' ' ' ' ' ' ' ' ' ' C T ' ' ' ' ' ' ' ' ' ' '
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1 I
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__1 -� -
4.00
SCALE:
Horiz: 1"=20'
' ' ' ' ' ' ' i 'M/D ELFV=4.95;
I
I
;
PINE BLUFF DRIVE
Vert: 1 =2
"
2.00
' ' ' ' ' ' I PF}OP. 30'I HDPE ;
I i i 1 1 I i i 1 1 I 1 i 1 1 I f .
2.00
PLAN & PROFILE
DATE: Mar. 2007
8+00 9+00 10+00 11+00 12+00 13+00
14+00 15+00 16+00
STA. 8+00
PROJECT No: None
SHEET:
TO STA. 16+00
4 OF-13
EXIST. SBC
PHONE LINES
0
V)
� 1 • � 1
Alk
(30' R.O.W.)
.71 1
/-EXIST CMP
EXIST. CB, i FL=7.71 PROP EXTEND
EXIST! SBC M.H.
1 1 EXIST. 12" RCP 51 L.F. 12" RCP
00' t
11111 IST. CB
V) i
V)
.xI I e-jg- GAS --UA GAS-
Uj =0 EXIST. TREE`.
EXIST. RCP (UNKNOWN SIZE)
EXIST. F.H.
EXIST. CB (BURIED)
EXIST. SAN.SEWER M.H.
EXIST. SBC M.H,
EXIST. 6"
SAN. SEWER
EXIST. WATERLINE
EXIST. DRIVE PROP.
(SHELL) BREAK
EXIST. DRIVE
(LIMESTONE)
PROP. TOB
J.
BAYSHORE DRIVE (30' R.O.W.) EXIST S
SEWER M.
EXIST. if
--37 AS S-4ZS -RQ2AS GAS As_GAs EXIST. 18" RCP----41
GAS - GAS
FL = 7.32
EXIST.
FL=7.32
'�EXIST. 8"
Uj *
q SAN. SEWER
o
EXIS-F EXIST
is" i RC P 1-18 R
-'
W
EXIST. 8"
PROP. SAN. SEWER
BREAK
PROP.
EXIST. HEADWALL FL=8.02
(CONC.)
S CP EXIST.
ST
EXIST EXIS _� ), : M n
EXIST.-� A
,P
is R
18" RCP �15" CP
bb
�479 �;M .........
BAYSHORE DRIVE (40' R.O.W.)
EXIST. CB
r7xl
EXIST CB
P
EXIST.
EXIST.
EAT.
8"
EXIST. 18" RCP
rlx,�
18"
RCP DEPTH UNKNOWN)
PROP:
BUILDING
178- L.F. 18" RC
APARTMENf-
"A" kREET
COMPLEX
(301R.O.W.)
FYIqT
PROP.
$ryx
BUILDING
APARTMENT
COMPLEX
0)
EXIST. W.L.
NOTE:
RESET RCP'S & INLETS
TO MATCH PROP. Ct DITCH_
PROP REGRADE -
DITCH @ 0.1%, EX1\S 18" RCP
EXIST. CONC! WALK
-WEMNN��
18EX " RCP
PROP REGRADE
DITCH @ 0.1%,
FL=8.12
GAS
EXIST. --J
18" RCP kq
PROP REGRADE
DITCH @ 0.1%1
NORTH SIDE BAYSHORE DRIVE
Uj
<;z
Z! >
ILLU-i -j -j Cj -j
Z <
a� LLI i i <
0 i
00 Oy 0!
20.00 2�
W
---- - - - -- ---- 0
of U) I M, U-1
a- a-
V) < ------------------- L
x V)
co < T
Pj L'i
I-, I <
V)f i LLJ WX
WLLJ
>
18.00 > in
x
----------- I ---------
I I i I - . U-1
-------- ----------------- -------- -- --------
--- -------------------
T
f
PROP
57<
57<
6.00 i I iBREAKI f
t i
-----------
PROP REG�ADE DITCH 1@'! 0.1 %1
FOR PROP. R MOVE
EXIST.
4.00 LIMESTONE FL=8.02
i 15" RCP
------------ - E
RIM ELEV=11.07
PROP 51 L.P.12" RCP t
PROP; EXIST M.H. EXIST' FOR --------
RIM ELEV=9.69 (ASP ALT) NAT! GRID. -
BREAK I M
12.00 EXIST SIDEWALK i EXIST. FOR LIMESTONE EXIST. ITOB
EXIST. TOO
L EXIST. FOR
NAT. GRID. - f
/-NAT. 1GRD. ASPHALT
EXIST.
!EXIST. 18" RCP
0.00
EXIST. E IST 18" R,CP
EXIST'
�
1 -R P EXIST. TOB
--l-EXIST�-v- 8 1-- H
---- -- 7-M7 ---------- 1 if4
RCP 'EXIST. TLOB -4- r T r�� T qP P -1 --------------
V I, �L- 118" RCP' EXIST.1 �F DITCH
T. EXIST. 0 EXIST. 0 F
00 EXIST. OF! EXIST. q1OF DITCH
I I FL=7.7,,l q OF
--------- �EXIST. - --------- -------- ------- DIT�H
XIST
8. SWALE EXIS DI H ITCH
OA-9/0 J-
7.71 EXIST. OF i cH ---PROP,-.--ry OF-IDITCH- @
FL EXIST. 18 RCP
EXIST.
r+ OF DITCH
6.00 PAIOP. 368- L.F. REGRADE EXIST 6"� PVC
�5.10 ELEV-L
---------- ---------- ----------- it
_ESE
A
PROP REMOVE
RC EXIST,
T� OR
I
4AK'I"' E (ASP, ALT)
M
EXIST
T
X1 S-- 16P
E�IS 15 -�-1 SR� ST.
118 R
f
EXIST 6" PVC'-' :EXIST 6'! PVC t
EXIST 6" Pvc t t EXIST 8" PVC ECEV=4.4
;ELEV=4.33
4.00
----------------- ---------
ELEV=3.58 I ELEV-5.61 EXIST 8 PVC t
-----------
------------ ------ --------
--- ELEV '-4-.29 -------- --------- ---------
2.00I I t
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
SOUTH SIDE BAYSHORE DRIVE
<! -jic) M
3r, Mi LU
Uj
> >
(3 CY -18 Cr <
.00 < 0 M y
U)
-0! 1-4 Q-1 a-
U)
x 1 ------- -T x -------
M ----------
OfF
----------
x V)
W W W
W
(10 1 Ld Ld
x
W t
16.00
----------
---------- -------- ---------- ---------
,57<
Ld
PROP.
14.00 BREAK
---------- --------
- PROP REGRAbbfa fck�@u%l
FL;=8.12
12.00
EXIS,
-----------------------------
------------
(X84 ff* ALT)
�;-EXIST. 1F.H. EXIST, ER (LIMESTONE ----------------- 7-
10.00 ------ EXIST. EOR -(LIMESTONE)
- - - -- - - - - -
EXIST.1 FOR (ASPHALT) - ------ ----------
---------- -------
NAT. GRD.�
------- -- EXIST.
x= 7-
i NAT. GRD.! EXISTI I
EXIST.
EXIST.
it 1 RCP
18" RC�
t EXIST.
8.00 18" RCP 18` RCP
118" RCP EXIST.
----------
----------- ------------------- ---------- -----�18 -13GP�-- ---------
fST. RCP !EXIST. OF DITCH
;LINE t t EXIST. C.B. E<IST. C.Q.
EXIST. OF! DI FCH
(SIZE; & DEPTH EXIST. DITC11H
t (UN MOWN SI�E)I t EXIST. GAS T. C.
6.00 UNKNOWN) EXIST. C.B. EXIST, WATERLINE
t .-178'-LF,-.-18"-RCP-- 1 --------- --------- - - ----------
EXST. DITCF i
EXIST. C.B. SIZE
------ -- ------PROP-
,A-,( &--DEP-T�-UNKNbw
EXIST E 18T. FL=8.12 t
EX T. C F DITCH;
FL=7 32 t t t
SBC. M.H.
7--
----------
T. 6" SAN. SEWER t
-E fis - - - - - - - - - - ! t
4.00 t i --PP-np r. rlfl�
t PROR y OF, DITCH @ 0.1%
----------- -------- --------- ---------- ------- - -
EXIST. ---------------- - ------ --- ---------- ----------
SEWER M.H. EXIST. WATERLINE (SIZE & DEPTH UNKNOWN t t
t
2.00 t
I t
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
SCALE: V= 30'
BENCHMARK NOTE:
CITY OF LA PORTE SURVEY MONUMENT L.P.S.M.
o
#112, @1 VWEST OF SOUTH BROADWAY AT THE
00
+
CENTER OF NORTH SHADY LANE, 33.3'SOUTH OF
W
SIGN POST, 32.4- NORTHEAST OF MANHOLE,
Z
669,770.725N, 3,264,932.832 E, ELEVATIONS 1983
ADJUSTMENT NGS SEA LEVEL DATUM OF 19290
ELEVATION 6.07.
FLOOD PLAIN NOTE
ACCORDING TO THE FEMA FLOOD INSURANCE
RATE MAP (FIRM) FOR HARRIS COUNTY, TEXAS,
AND INCORPORATED AREAS, COMMUNITY PANEL
NO. 48201 C1 085-J DATED NOVEMBER 6,1996,
THIS PROJECT LIES WHOLLY WITHIN ZONE "AE,"
BASE FLOOD ELEVATION DETERMINATION = 11'.
LEGEND
20.00
PROPERTY LINES
18.00
FOR (ASPHALT)
FOR (LIMESTONE)
FOR (Dfiffr)
FOR (CONCRETE)
16.00
FOR (SHELL)
CMP
RCP
14.00
C.L. DITCH
TOB
TOE
TOE
ASPHALT CONCRETE SHELL
. 44*+ +
GRAVELb S DIRT LIMESTONE
GRASS
The seal dappearing on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
CITY OF LA PORTE
PLANNING DEPT.ENGINEERING DIV.
604 W. FAIRMONT PKWY.
LA PORTE. TEXAS, 77571 �w 281-471-5020; FAX: 281-470-5005
BAYMUD DRAINAGE PROJECT DWN: RLS/JR -
CK'D: RO
PINE BLUFF SUBDIVISION APP'D: IRS
SCALE:
Horiz: 1"=30'
BAYSHORE AVENUE Vert: 1"=3'
PLAN & PROFILE DATE: Mar. 2007
PROJECT No: None
STA. 0+00 SHEET:
TO STA. 7+80 5 OF13
BAYSHORE AVENUE
NOTE:
(401 RmOmWm)
RESET RCP'S & INLETS
TO MATCH PROP. CL DITCH
SCALE: 1 "= 30'
! j ( PROP REGRADE
^ II
PROP. �' '� -� DITCH @ 0.1 %, Nj
15" RCP ! � � ( j W o
PROP. TYPE "A"
INLET
EXIST. W.L. `� b PROP. ADD j � � PROP. ADD U) PROP. 16 L.F.
STA. 13+87, FL=7.18
BENCHMARK NOTE:
�v v I EXIST. 15" RCP b I 15" RCP I l i 12" RCP
G.V. & F.H. EXIST.
/ ! j
(S) 30" HDPE, I.E.=2.92
CITY OF LA PORTE SURVEY MONUMENT L.P.S.M.
o
EXIST. 18" RCP I EXIST. ..
XIST. 18' RCP ob 15" RCP 1 RCP EXIST. 15" RCP' % I EXIST. 15" RCP EXIST. 12" RCP HI ryg ii
, ° I EXIST. 12" RCP �1 I "
EXIST. 12" RCP00
:: • ••
.1 •:�_.: EXIST. MH
#112, @11 WEST OF SOUTH BROADWAY AT THE
+
° 5� \ ,
r-rT�'r ..,_�L )f - .,.
GAS �I "
'GR$�.
`� (.a:. rY'
CENTER OF NORTH SHADY LANE, 33.3' SOUTH OF
-GRS GRS , .ram-,-.-�..r ,-
_-1'�• 4'�• S '� 5 4 �g _-GRS GAS GRS
g
4j9 6.2.• b
SIGN POST, 32.4' NORTHEAST OF MANHOLE,
Z
h h EXIST. M.H. EXIST. 15" RCP I°Vlb I ry ry• I "
BAYSHORE DRIVE (40 R.O.W b
6 ;\ v :.: R°i
PROP. 150 L.F.
669,770.725N, 3,264,932.832 E, ELEVATIONS 1983
\ \\ \ " "°�
\
.•,.:::-
$ 42" H 2F%
@UT
ADJUSTMENT NS SEA LEVEL DATUM OF 192
U
° � _ -��
GA BAY LLO
ELEVATION 6.07.
Q
EXIST. G.V. � r•,t e� o ....�•�
EXIST. 18' R P EXIST. 15 RCP ^ sueS :... ' 43,
' g EXIST. 15" RCP''"'
EXIST. 18" RCP EXIST. 15' RCP �- r• �
m=-•-.•'..
-
-
EXIST. 1 RCP �' �>;;„ PROP.
;
PROP. 32 L.F.
FLOOD PLAIN NOTE
PROP. ADD PROP REGRADE FL=7.27
�
jI_I (
30" HDPE @ 0.2%
ACCORDING TO THE FEMA FLOOD INSURANCE
PROP. ADD PROP•
8 L.F. 15" RCP DITCH @ 0.1 %, 15" RCP FL=8.80
I ~ ^ V
w PROP. JCT. BOX W/GRATE
RATE MAP (FIRM) FOR HARRIS COUNTY TEXAS
'
�- w
il'I STA. 13+87, TOP=8.80
AND INCORPORATED AREAS, COMMUNITY PANEL
N
I�i (N)
I I
30" HDPE, FL=2.86
NO. 48201 C1 085-J DATED NOVEMBER 6, 1996,
NOTE: PROP. DITCH
("
30 HDPE, FL=2.86
THIS PROJECT LIES WHOLLY WITHIN ZONE "AE,"
REGRADE & REDIRECT TO
(E) )
42"HDPE, FL=2.86
BASE FLOOD ELEVATION DETERMINATION = 11'.
NORTH SIDE BAYSH❑RE DRIVE
> H i W ~ 1 ,^- 1 ,^- 1 1 1 1 1 H IH �- 1 1 W ,
I , 1 1 J 1 1 1 I J I i 1 1 I (n 1(n U 1 1 > J 1
I 1 i i 1 , i 1 I I 1- � 1 I 1
W ,I- W JJ�
> J IV% > RJLEGEND
I
Q
18.0O
fr Q QI -
1 I Q 1 I 1 1 � Q 1 1 I 1 I ix i 1 Q 1
-
I p= 1
1 i 1 1 I i i I 1 1 1 1 i 1 I 1 1 LJ 1 i
p1 = 1 1 1 1 p= 1 i i 1 1- IW- i18.00
I I I - �- al - d �-
dU)W
W-.
Q k
p=Iw p
k a'
' ------ , 1 i 1 1 1 , , , I I. 1 1 1 i I 1 i 1 1 , N 1 1 d ,
1________L________ L_______---_____J______--�1{J =�___1 .� 1____� QNlL_-__----L________L___--___L_______J_______J[?�_� 1________1________L-__--___ _ L__1_______J________1________1__= ____1________1__� L___.i=
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d,
L_____� L� ______
vi Ln I
18.00
�..t 1 1 I I 1 1 1 1 1
I 1 1 1 I I 1 I X 1 X 1 X 1 1 �c I 1 1 1 1 i x ,
I W 1 W i I 1 1 i 1 1 1 i I 1 1 i i I 1 I 1 W I
w
x x 1
W W
PROPERTY LINES -------------------------_--
16.00
I , 1 1 1 1 1 1 1 1 1 i 1
i I I 1 1 1 I 1 1 I i 1 I 1 1 , ,
I I 1 i 1 i i 1 1 I I I i 1 i i 1 i
I , 1 I 1 I 1 1 , I i i 1 1 1 I i I 1 i I I 1 i i I I i 1 1
______-_1________1________L-_______L-_-____1_______J________J________J____-___1________1__-_____1________L______-_L_______1___---_J-_______J________J________1________1____-___1________L________L_______1_______J________J________1________1_____-__1-_______L______-_L___---_-L___-----L_______
1 1 i 1 I I 1 1 I I I I
I I
1
I I
16.00
FOR (ASPHALT)
EDR (LIMESTONE)
1 I 1 I 1 1 1 i I 1 I i i I 1 1 1 I
I 1 I 1 1 I 1 I 1 1 1 I I 1 I I i 1 1 1 1 1 I 1 i 1 I 1 1 I
i I
I 1 i 1 i i I I 1 1 i 1 I I 1 1 1
I , { JXIST.
i 1 1 1 I i I 1 i i 1 I 1 i I I I 1 I 1 E1;IST. M.HI. 1 1 `7
I 1
I 1
M.Ni. 1
1
FOR (DIRT)
14.00
1 1
, I 1 i i 1 I , I I I I 1 1 1 1 i 1 1
1 RIM EL�V=12.6¢ 1 1 , RIM E1EV=12.76 ,
' ' '-------------- ' ' EXIST. 'M.H. ' ' ' ___ ' -------- ____-L-______
I EXIS}'. FOR I I I I I I I i ; I RI ELEV=1'1.84 ' ' ' ' ' ' ' ' EX ST EOR' ' 1 ' ' ' ' ' '
M �
FOR (CONCRETE)
1 1 I i I I 1 1 I 1 I I I 1 1
1 1 1 1 i 1 I I , I 1 i 1 I I , 1 1 1 I , , I i i 1 1 I !
I ASR'HALT 1 1 i i i I I I 1 i 1 1 I I 1 I I 1 , (ASPHALT)! i , I 1 1 1
1 1 1 EXIST. �t.H. ' i , , 1 I , 1 i 1 I 1 1 1 NAT.! GRD. I , , 1 1 i I 1 1 I
I 1
I 1
i 1
i i
CMP
RCP -'�-'�-'�-'�-'�-'�-'�-•�-'�-'�-
12.00
NAT. Gf D i , G- i i i i i i i i i ' �� i i i ' ' '
EL[
1 , RIM ELy V=11.86, EXIT.
--------+--------+--- -- +------ -L--IM
-----------------+--------;--------+-------+----------------------- '------- '-------'-------- -----'----------------+--------+--------
i I 1 , ! 1 I 1 ,
1 I 1 I I i 1 I I 1 1 -+-- 1 1 i 1 1 1 1 i 1 12", RCP
EXIST.
--- - ---------
-
1 I I I , I i i , \' EXIST, I 1 I , , 1 1 1 1 I (EXIST. 1Y' RCP
EXIST TOB I , ' 1 I 1 P 1 I , 1 1 I I ! ..• i ,
EX�ST. TOBI I OF DITCH
,�, E „A"
r0E
10.00
--- I---I----I
EXIST_ 18" IZCP i i i I I EXIST , EXIST. I I I I I r- - I I I I li I I I
_ t-----------------------y----- - _ ---� -------+------- �-----r----------------r�
---- - j'-- I I 1 �A_...,-- I 1...... 1 ,..---... I I P P. 16
I �1 r---, II I � I I XIST I I--'1----- I , 1 1 ,�10 `-R --r15 I RCPr--1 � 1 1 1 -r•-•. 1 1 1 1 1
EI�CIST. EIST. " "' ' �' ' '
11b"
INLET - 7.18
-
I 1
1 O.oO
TOE
8.00
• _. i RCP(i I I i• ' I I i i i i i i i
18 RC r- fi I I I 1 , 1 [,
I 1 I.. E IST. 4 "
I i X if. 1 1 EXIST. ! OF DIIfC 1 R P 1
-.-- , , , , 15, RCP " , , , , E ISI � OF ITCH , EXIST. 12" RCP , 1� 1 ! 12 � I
I , 1 1 i , 1XIST. �,OF DITCNi , , , I OF, DITCH , , ,
,•
1 1 1 I i i
i XI T.i 4" PVC
I 1
i �
, LE ,6.56
8 00
+
+
CONCRETE ": � SHELL +
ASPHALT + ++
1 1 I 1 1 1 I I i I i 1 i I 1 1 EXI , PVC i I 1
---- ---t- ----------r---- -- r--------r-- - -- - y------- -----t--------*---------------r--------r------- - ----y--------•,--------t--------t--------*--------r--------r--------r--------r----ST-16 -------r - -- --t--------+--------*- ------
,1� „ - , , , ELEV 6.49
I' i .'I.., Imo,,, i„ i i )' ' i i i i �i i i i i i
1 E NI S T. D 1 TCH I I 1 1 1 I 1
EA
EXIST. 0 (DITCH I I I I I PR'P.ADD! I EXIST,
1 i
------r-- -- -r-------
+
6.00,-
1 1 , I I° I I I I 1 I 1 I 1 I ! 1 J. _ _- F-----I---T ! 1 1 1 I
P,OP. C,OFDIT H@0,1/0 "� OF ___y___,___-,____r_- 1 1 i---
N1lil ----1 1 1 15CP 1 1 - I 1 1 I 1 i I 1 1
sirrr r--------r---- -- r--------r------- r---------------1--------r--------r---------------- -------- -------------------------------r-------- ------- ---------------1--------�--r--------r--------r--------
„ i 1 1 1 1 i 1 I 1 i 1 1 1 1 1 i i 1
i I
i
1
1
------r-------r-------
I 1
6.00
GRAVEL DIRTMENLIMESTONE
E 1
1 , I I ! 1 1 1 ! , 1 1 i 1
PROP. AD[)
' 1 ' i I i (SIZE/1D_PTH LiNKNOWN� 1 i i i
1 'EXIST 6 PVC I I i 1 1 I I i I ! i i
I 1
i i
1 1
•
,,,
I 1 1 I I i i 1 I 1 1 1 ! 1 1 15 'RCP 1 I I 1 1 i 1 i I 1 i I
����++-r G. 1 1 1 I i 1 1 , I 1 1 1 I I 1 1 I I I , i I >I i I I I I
L•iL_6__�Y�----' ----' i I 1 , IT 1 E-EVr 6.24 1 I I I I 1 1 1 I ! (EXIST 8, PVC , 1 1 1 1
r-- - r-- Xts-fr'L-P�--------I--------�---------r--------T--------r--------r--------r--------r-- -----r---------------1---------r--------r--------r--------r--------r--------r------- --- - �--------r- ------ ----"-----------
ELEV=4.24 I I 1 1 1 1 ! 1 ' ' EXIST'8" PVC ' ' ' 1 i IEL�V=6 h8 , EXIST. 6 PAC
ELEV=4.97 i i i i i i i i
I I
I 1
___-_- ____---'-_
EXIST. "PVC
4.00
I i i i 1 i i i i i i i i i 1 ELEW=6.20 i i
1 1 I I 1 1 1 I !EXIST 6' PVC 1 1 ELEV=,5.59 , , , , , , , , , , , , ,
i 1
,ELEV=6r61
•' 771
2 00
I 1 , I I !
I E4EV=4.8� i i i i i i i i i ELEV' 5.55 PROP.T I i I I I I 1 i 1 1 1 1 I I I I
I 1
2.00
GRASS L
--EXIST-8"-PVG'- -
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1
-------
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I I I I I
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I 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 1 i i i I 1 I 1 ! ! 1 I 1 I 1 ! I 1 i 1 1 i I 1 1 1
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0.00
y �P.�E OF
8+00 9+00 10+00 11+00 12+00 13+00
14+00
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SOUTH SIDE BAYSH❑RE DRIVE
.....................*
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W I I I I I I 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--------r-------- r-------- r-------- r------- -r-------I---------1--------t--------T--------r--------r-------- r-------- r-----------------r--------I--------I--------*--------r--------r--------
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P.E. 90298, On
14.00
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1 0.00
604 W. FAIRMONT PKWY.
LA PORTE. TEXAS, 77571
281-471-5020' FAX: 281-470-5005
8.00
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AYMUD DRAINAGE PR JE
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Horiz: 1 = 30'
» ,
BAYSHORE AVENUE
4.00
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1-- -'---
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PLAN &PROFILE DATE: Mar. 2007
( ) 30„ 1_ I
I.
HOPE, F4 2.86
PROJECT No: None
2.00
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
42 HDPE, F'=2.86
I 1
2.00
STA. 7+80 SHEET:
8+00 9+00 10+00 11+00 12+00 13+00
14+00
TO STA. 14+40 6 of 13
I
""
STREET
(301
RmOnWn)
20' R.O.W.
NOTE:
PINEBLUFF
DRIVE EXIST.
RESET RCP'S
& INLETS
EXIST.
EXIST. (30'
R.O.W.) FL=7.32
TO MATCH PROP. CL DITCH
6" S.S.
18" RCP
EXIST. 18" RCP�I ! %
EXIST. 18" RCP
EXIST.6„
S.S. -EXIST. 18 RCP
SCALE: 1"= 20'
EXIST. M.H.
_
-'--
- -
---
.......
- - -
EXIST. M.H.
-- i� I
EXIST. WATER LINE
EXIX
BENCHMARK NOTE:EXIST.
6" S.S. I
IST. M.H.
"A»
_ ------------ -------
CITY OF LA PORTE SURVEY MONUMENT L.P.S.M.
STRET (30' R.O.W.)
EXIST. 18 RCP
EXIST. 18 RCP
)
' ! ` „
EXIS II -EXIST. 18
/' /' i % % /= / % !� / i :
RCP "A"
X
#112, @11 1 WEST OF SOUTH BROADWAY AT THE
CENTER OF NORTH LANE, 33.3' SOUTH OF
I;.
STREET (20' R.O.W.)
SHADY
XIST.
I
" �-
18" I�CP / / /
'/'/ ' '
SIGN POST, 32.4' NORTHEAST OF MANHOLE,
6" S.S.
' ��: --
- - - -
___------\
- -/ ' �
'-EXIST.
_
669 770.725N 3 264,932.832 E, ELEVATIONS 1983
,
EXIST. --��
�'
---------- __ -
SAN. SEWER
; /
ADJUSTMENT NGS SEA LEVEL DATUM OF 19291
18 RCP
EXIST. 18 RCP
EXIST. 8 S.S.
i i
ELEVATION 6.07.
PROP. 18" RCP
APARTMENT BUILDING ''
FLOOD PLAIN NOTE
& TYPE "A" INLET
PROP. 18" RCP
- BAYSHORE DRIVE
(40' R.O.W.)
ACCORDING TO THE FEMA FLOOD INSURANCE
PINE BLUFF DRIVE (40' R.O.W.)
RATE MAP (FIRM) FOR HARRIS COUNTY, TEXAS,
AND INCORPORATED AREAS, COMMUNITY PANEL
NO.48201 C1085-J DATED NOVEMBER 6, 1996,
WEST SIDE
"A" STREET
THIS PROJECT LIES WHOLLY WITHIN ZONE "AE,"
U
U
m H U U
w
LJJ> �?
BASE FLOOD ELEVATION DETERMINATION = 11'.
C�
i U
I f W
i >!1
h- U
14.00
00
00
w
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LEGEND
I -
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12.00
X
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Li
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W
X I
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----------
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-- ---- ---- -
W--'
'
12.00
FOR (LIMESTONE)
f - --- --- --
r-- I ----
EXIST. FOR----- ---'----
---!- - ---------'----------,------
----------- ------ 1"------ ----
-i-------- i----------i--'------
FOR (DIRT)
PINEBLUFF
DRIVE
EXIST. BAYSHORE(ASPHALT)
,
RI-V E-
i
XL
N-
Fi!„I O---
I--S
M--
FOR (CONCRETE)EXIT.
FOR (SHELL)
CMP
10.00
--
RCP
-
--- --
-- - ---
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-iIIiriIiIIIIiIIII
PROP.
TOB
-_
--
----------
---- ----(-- -
!I- !I-
-
DITCH
C.L.
ae
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RCP
RCP
OE18"
8.00
FL=6.94
=32
OE
_-
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6.00
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__
1_
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EXIST. DITCH
EXIST. 2 WATER LINE
(DEPTH UNKNOWN)
6.00XIST
,18tRCP
-
---
XIST
- ---
---!
-
.-- .
.---- ----
GRAVEL DIRT LMESTONEDITC-
4.00
EXIST.
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4.00
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0+00
1+00
2+00
3+00
4+00
5+00
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"A" STREET
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ry
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----
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------ ----
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EXIST. ,A ST.
---- ------
-----------
----
-------
this document wasEXISTJ
authorized by
RODNEY LEE SLATON(AEPHALT)
aHSN_1
P.E. 90298, on(LMSTN) O51000
10.00
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1;8RCP
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CITY OF LA PORTE o
PROP.
--
----~--_----
------- -------_-
'1 --
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H---R-
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8.00
PLANNING DEPT.ENGINEERINGDIV.
am8.00
---
-
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(DEPTH UNKNOWN
--
-----
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----
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-------- -------
=-------
-------------
so4W. FAIRMONT PKWY.18n1RCP
LAB
C.L.
DITCH
281-471-5020; FAX: 281-470-5005EXIST.
----..----._-.
------------I-. -
--------
EXIST. 1;8RCP
6„� EXIST. SAN.
SWR
- -----------------
----
---
6.00
-
DWM RL6.00
BAYMUD DRAINAGE PROJECTCKD: RO
PINE BLUFF SUBDIVISIONAPPD. Rs
EXIST: GAS LINE
EXIST. 18 RCPI
(D PTH UNKNOWN)
-
SIZE AND
DEPTH--
I (DEPTH' UNKNOWN)
EXIST. 2, WATER LINE
II
4.004.00
SCALE:VERIFY
Horiz: 120'
'��
STREET
UNKNOWN)
I
I
1(DEPTH
I
I
I
I
PLAN & PROFILE DATE: Mar.2007
I
'
I
i i I
PROJECT No: None
STA. 0+00
2.00
i i
i
i
� i i i i
2.0o
SHEET:
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0+00
1 +00
2+00
3+00
4+00
5+00
EXIST.
i
18"
RCP
EXIST.
W.L.
o
PROP.
178' L.F. 18" RCP
o)'
>
Q
PROP REGRADE
i
G.v.
-
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ON
_
FL=8.12
= I
Q
m/
(301 R.O.W.)
PROP REGRADE DITCH @ 0.1 %,
EXIST. M.H.
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a�...�e.._...-... 041 EXIST. (eo DITCH
i i-- EXIST. EXIST.
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NO
�
EXIST. 18" RCP
�- PROP REGRADE
DITCH @ 0.1 %,
EXIST. S.S.
W
"B" STREET (30' R.O.W.)
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oy
7
EXIST. 18 RCP EXIST. 18" RCP
WEST SIDE "B" STREET
n-
01
W
>
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I
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14.00
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12.00
,
'
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, ,
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12.00
10.00
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I
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-
-----------
---------
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8.00
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PROP RESET RCP;
8
8.00
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6.00
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, I
6.00
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4.00
4.00
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1+00
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10.00 ITCH FESET RCP __ __ --- -
�---� -- - �- -� ------ �� 10.00
- - --- ----_ ---- -- - - -- --- - (i- --I --- ji
EXIST. EXIST. i �� EXIST. EXIST.
i 18 RCP i ;18 RCP I 18 RCP ✓ EXIST
18,> RCPi; ,
i C
8.00 -- -- - ---- - - -- -- - -- 8.00
OF DITCH
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OF DITCH E! IST. 18, RCP OF' DITCH I OF 1DITCH
---- OF DITCH _-
--DITCH ------ - - ---_----------- - --
6.00 - -- - - -- -I �- ----------- ---- 6.00
EXIST. OF: DITCH EXIST WATERLINE
' :,(SIZE &'DEPTH UNKNOWN;) ; 4.00
4.00 '
0+00 1+00 2+00 3+00
NOTE:
RESET RCP'S & INLETS
TO MATCH PROP. CE DITCH
. 54P�E OFTE�4,p It
RODNEY LEE SLATON...
90298
+6_ Fes_ • • _.G�aS
The seal arpearing on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
I
SCALE: 1 "= 20'
BENCHMARK NOTE:
CITY OF LA PORTE SURVEY MONUMENT L.P.S.M.
#112, @1 V WEST OF SOUTH BROADWAY AT THE
CENTER OF NORTH SHADY LANE, 33.3' SOUTH OF
SIGN POST, 32.4' NORTHEAST OF MANHOLE,
669,770.725N, 3,264,932.832 E, ELEVATIONS 1983
ADJUSTMENT NGS SEA LEVEL DATUM OF 19291
ELEVATION 6.07.
FLOOD PLAIN NOTE
ACCORDING TO THE FEMA FLOOD INSURANCE
RATE MAP (FIRM) FOR HARRIS COUNTY, TEXAS,
AND INCORPORATED AREAS, COMMUNITY PANEL
NO. 48201C1085-J DATED NOVEMBER 6, 1996,
THIS PROJECT LIES WHOLLY WITHIN ZONE "AE,"
BASE FLOOD ELEVATION DETERMINATION = 11'.
LEGEND
PROPERTY LINES --- - ----
----------------------------
EOR (ASPHALT)
FOR (LIMESTONE)
FOR (DIRT)
FOR (CONCRETE)
FOR (SHELL)
CMP
RCP
C.L. DITCH
Toe
TOE
TOE
ASPHALT CONCRETE < ^ SHELL +* + ++
+
GRAVELup DIRT LIMESTONE ��A
GRASS LA
■,
EXIST. WATERLINE
(SIZE & DEPTH UNKNOWN)
PROP REGRADE
DITCH @ 0.1 %,
EXIST. G.V.-
EXIST.
18" RCP
"C"
STREET
(301 RmOnWm)
PROP. EXIST. 2" WATERLINE
5" RCP EXIST. 18" RCP (SIZE & DEPTH UNKNOWN) . EXIST.
.,. • :. EXI T.
18 RCP
118" RCP
EXIST. 18" RCP
9 N = ��6ry
PROP. ADD —till m� EXIST. G.V. & F.H.
8 L.F. 15" RCP EXI SAN. SWR. M.H.
PROP REGRAE
DITCH @ 0.1%1
"C" STREET (30' R.O.W.)
ii
EXIST. 8" SAN. SEINER .,,•
EXIST. 8"
SAN. SEWER
1ST. SAN. SWR. M.H
WEST SIDE "C" STREET
V)'cn� Q� v I z
x;�
W '" Q W" i E 1- O O ' �:
16.00 00 w 0 Cn ! cn U) i V> 16.00
- ----- ---� = - - -- ----- -
O� 1 w ! w! LJ I E i I -----
Cn
PROP RESET RCP
� I
14.00 I REGRADE_ (ITCH m Q EXIST. , 14.00
@ 0.1%EkIST. FOR I NAT. GRD.�- EXIST. EDR
(ASPHALT) (ASPHALT)
12.00 I 1
I 12.00
10.00
r+-----
-- - -- -- - - -- - --- -- �- ' I EXIST. 18 RCP
- I- -`� i = --- - 10.00
1
I I ---- - - -- - - - - -I --'-- - ---
EXIST. I u I E);IST--i
i' I I 18 RCPI I '8„ RCP I. I I
- 08 RCPI I I 118 RCP
! i
' EX
8.00 IST. 8.00
,
----- - _ -- -I EXIST.- .- -- '- ----- =--- EXI ------ - 0-- T H ------
i I ; I F..DI C
DITCH ; OF DITCH 01 DITCH
6.00 6.00
1 +00 2+00 3+00
EAST SIDE "C" STREET
~ICL
> z I !
X! I IFyI
16.00 00 w 16.00
1 ! I ! 1 W I I
PROP REST RCP 14.00
I ! I
14.00 I
WRADE 01 TCH -- --- - - -- -- -
@ 01° ! I
I i U 7
12.00 EXIST. FOR
' 12.00
(AS'HALT)r ---- ---- - - --
10.00
10.0
EXI ST.
OF DITCH
8.00 EXI T. EXIST. 8.00
------ - -- -'- - --------- -I- ----------- - - -- -
------ �---- 61T !H-------- DITCH - --� ----------'--- --- = ----- --- _
I I i I
I 6.00
NOTE:
RESET RCP'S & INLETS
TO MATCH PROP. CL DITCH
SCALE: 1 "= 20'
BENCHMARK NOTE:
CITY OF LA PORTE SURVEY MONUMENT L.P.S.M.
#112, @1 V WEST OF SOUTH BROADWAY AT THE
CENTER OF NORTH SHADY LANE, 33.3' SOUTH OF
SIGN POST, 32.4' NORTHEAST OF MANHOLE,
669,770.725N, 3,264,932.832 E, ELEVATIONS 1983
ADJUSTMENT NGS SEA LEVEL DATUM OF 19291
ELEVATION 6.07.
FLOOD PLAIN NOTE
ACCORDING TO THE FEMA FLOOD INSURANCE
RATE MAP (FIRM) FOR HARRIS COUNTY, TEXAS,
AND INCORPORATED AREAS, COMMUNITY PANEL
NO.48201 C1085-J DATED NOVEMBER 6, 1996,
THIS PROJECT LIES WHOLLY WITHIN ZONE "AE,"
BASE FLOOD ELEVATION DETERMINATION = 11.
LEGEND
PROPERTY LINES — — -----
----------------------------
EOR (ASPHALT)
FOR (LIMESTONE)
FOR (DIRT)
FOR (CONCRETE)
FOR (SHELL)
CMP
RCP
C.L. DITCH
TOB
TOE
TOE
ASPHALT CONCRETE ;:'-• f - SHELL + +++
GRAVEL DIRT �\ LIMESTONE xx�
GRASS
g(PtE OF T41�4,p of
..
RODNEY LEE SLATON
90298
�>
The seal appearing on
this document was
authorized by
RODNEY LEE SLATON
/�P.E. 90298,on
h — jI 0 T
1+00 2+00 3+00
0 N
14.00
12.00
10.00
no
EXIST. 8 )1 W.L.
(DEPTH UNKNOWN)
EXIST. 15 )) RCP
0 now 0 1
"D" STREET
(30' R.O.W.)
BAY SHORE AVENUE
(4 R.O.W.) EXIST. 2 W. L.
(DEPTH UNKNOWN)
0 . ... ...
N
x qTRFFT (30' R.O.W.
EXIST` 1 5 " RCP
PROP. ADD
15" RCP
EXIST. 8"
SAN. SEWER
WEST SIDE "B/ STREET
I LO I LO
------- -------- T -------- T -------- r -------- r -------- r -------- 7 --------- I
-PROP REGRAIDE 1
DITCH',@0.1%,
EXIST. �OR
- ---- -7 --------
T T ----- I ------------
--- -------- -------- -------- --------
-
-T-
T
_T
T----
'=7E7 rS7 ----- r -------- r -------- F -------- r -------- I -----
qll OF DITCH
ItXIST.
BITCH 1
I I I ;EXIST.
------- - ------- --------- ! -------- I
-a-T&41 --------T -------- -------- -------- ------- -------
14.00
12.00
10.00
ME
..J
6.00
-- I
n'6.00--------L------- -------j------------------- ---- -------L--------L----------------I-------j�XIST.
EXIST. 8 WLL. CAS LINE'EXIST.W.L..LI I I EXIST. 8 WjL. (DEPTH 'UNKNOWN)
4.00 1 (DEPITH UNKNOWN) I KDEPTH ;UNKNOWN,) I 1 1 4.00
0+00 1+00 2+00
EAST STIIF "'R" STREET
EL I F- a_
C/-)
Xis i X
Llj:z LLJ
14.00 LO Ln
--------- r -------- i ----- -------- 14.00
r-------- r -------- I --------- I -------
I Or OF S. MH.
1BAYSHOPE DR.
IN. (SIZR/I.E. UNKNOWN) 1
EXIST. SOUTH FOR
12.00 PROP REGRADE )) P�
D STkET
12.00
T-------- T -------- -------- r -------- r -------- i --------- 1-
10.00
10.00
-------- -------
-X1ST7----------------
.
\-E IST. TOBI OF DITCH
EXISTL TOB I
8.00
--------- 8.00
-------
T-------- T -------- T -------- F -------- F -------- I --------- I -------
f
6.00 1 1 1 1
........ L --------- j -------- j -------- j --- I --------- L I I L LI I 6.00
EXIST 8 �AN. SE\kER i EXIST '18" SAN. 'ISEWER\'l I I EXIST'18" SAN.1 SEWER-'
I
(DEPTH UN14NOWN) 1 (D�PTH UNKNOWN)
4.00 1 1 1 1 (DEPTIA UNKNOWN)
1 1 1 a 4.00
0+00 1+00 2+00
NOTE:
RESET RCP'S & INLETS
TO MATCH PROP. CL DITCH_
SCALE: 1"= 20'
BENCHMARK NOTE:
CITY OF LA PORTE SURVEY MONUMENT L.P.S.M.
#112, @11 VWEST OF SOUTH BROADWAY AT THE
CENTER OF NORTH SHADY LANE, 33.31 SOUTH OF
SIGN POST, 32.4- NORTHEAST OF MANHOLE,
669,770.725N, 3,264,932.832 E, ELEVATIONS 1983
ADJUSTMENT NGS SEA LEVEL DATUM OF 1929,
ELEVATION 6.07.
FLOOD PLAIN NOTE
ACCORDING TO THE FEMA FLOOD INSURANCE
RATE MAP (FIRM) FOR HARRIS COUNTY, TEXAS,
AND INCORPORATED AREAS, COMMUNITY PANEL
NO. 48201 Cl 085-J DATED NOVEMBER 6,1996,
THIS PROJECT LIES WHOLLY WITHIN ZONE "AE,"
BASE FLOOD ELEVATION DETERMINATION = 11 1.
LEGEND
PROPERTY LINES
— -- — -- — -- — --
EOR (ASPHALT)
FOR (LIMESTONE)
FOR (DIRT)
FOR (CONCRETE)
FOR (SHELL)
CMP
RCP
C.L. DfTCH
TOB
TOE
TOE
ASPHALT CONCRETE .4 SHELL 1L
GRASS
The sedrappearing on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
5-2)- 0?
11.
cf' SI-Il?C AV E1\1I1E - PROP REGRADE
( 1 t>� f r ),,15,,,,I
, i, DITCH @ 0.1 ,
%o ()EF' 1 HEXI
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GAS - GAS GAS -- GAS_
I
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FE oil
s?=I-------
-
r,I S Tz %,
IIY, :r4.
',; E ,I 1 71I. `-,f1. SE''!;'E(T, E, I`
1 %f. 1
.� C,,\1EF' M.1 I. E,'IS 1. 1 `i ' F.:L, F „;�I C
PROP REGRADE
WEST SIDE /E„ STREET
BENCHMARK NOTE:
CITY OF LA PORTE SURVEY MONUMENT L.P.S.M.
#112, @1 V WEST OF SOUTH BROADWAY AT THE
CENTER OF NORTH SHADY LANE, 33.3' SOUTH OF
SIGN POST, 32.4' NORTHEAST OF MANHOLE,
669,770.725N, 3,264,932.832 E, ELEVATIONS 1983
ADJUSTMENT NGS SEA LEVEL DATUM OF 1929,
ELEVATION 6.07.
FLOOD PLAIN NOTE
ACCORDING TO THE FEMA FLOOD INSURANCE
RATE MAP (FIRM) FOR HARRIS COUNTY, TEXAS,
AND INCORPORATED AREAS, COMMUNITY PANEL
NO. 48201C1085-J DATED NOVEMBER 6, 1996,
THIS PROJECT LIES WHOLLY WITHIN ZONE "AE
ii BASE FLOOD ELEVATION DETERMINATION = 11 .
16 00 I I
16.00 I II - I ,--- I I I I I i I I
--------1--------- r---------- j-------- -1-------- I -------- 7-------- T-------- r-------- r--- r1,---------r--------I----------,----.---- -
I
i LIJ ; W I I i I I i I
14.00 , , 1. , J, , , , , I I 14.00
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12.00 ' --i- _ _ i i �i I --- II -- - - ' 12.00
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10.00
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1 +00 2+00
EAST SIDE "E" STREET
W W
-- l L. I i `-) 1 1 - 1 1 1 1 1 1 1 I
16.00 !, _ I I 1 I I 1 1 I I 16.00
I ,
-------- ---- - ----- - ----
h W Ia'I. _.._. -" I (IF' t` F MI I.1 I i
,,C i I< „A I
14.00 -i - i-----�- i-L1----- i--------'r--------'r--------'r--------i------J(j J-[WL11 lei r l -i!-C -`''' -1 I 1 14.00
----- ---
- r r------- 1-------- t---------
12.00 ; ; ;I-------;-----4----+1= +--- --- ----� - ; 12.00
-------- ----i---I------,--------7------T-----_-- ----r-------- r-------- 1--------- j---------,-------- 1--------
1--------�---- ---
-�_-i i l
10.00 ' 11 I-----i--------i--------i--- I TL_r?,: ,__LL I ''fi''+_Ff-,-`------�--------�-------- 10.00
---- -
--------'-----------I-- ----------.---- , ,
;KJ _; C J, i it r' E `. l F.j C71 r .I
---------------- tT F%I7 I E F•
8.00 -----�1� L_v"� 8.00
----- ------J--------4----
PDROP REGRADE
1
I I I T I
- I �
6.00 DITCH @ 0.1 �o, ; { �;I::E ,''.. hP,:F'TN l!rvI I;<::P�I�!'�/',`I`,lj i i i i i i i 6.00
1 +00
2+00
LEGEND
PROPERTY LINES _--_ _-----------------_
EOR(ASPHALT)- ------ - - - - --
EOR (LIMESTONE)
FOR (DIRT)
FOR (CONCRETE)
FOR (SHELL)
CMP
RCP
C.L. DITCH ^-"--_-
TOB
TOE
TOE
ASPHALT , j CONCRETE SHELL ++ + ++
+
GRAVEL DIRT LIMESTONE x
GRASS
rec��P�E OF 7'e��Ifl1d
d
0 * * dd
00
..: .... 't A
_ io RODNEY LEE StATON........... io
'mod
ddp o�� PF�/STER&� A.
d>tp SSZONAL E +
The seal a aring on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
6-16, G q
PROP. EXTEND
24" RCP
PROP. JCT. BOX
W/GRATE , STA.=0+43
TOP=11.00, (E, W) FL-7.53
(N) FL=3.32
PROP.EXTEND
24" RCP
T. 8" WAT R LINE
TH Qo"NOWN) '
EXIST.
15" RCP
EXIST. I ��
15" RCP
Iz
- PROP. TYPE "A" INLET, STA.=0+72 PROP. JCT. BOXW/ GRATE
(W) FL=7.27, (N, S) I.E.=3.26, STA.=2+73, (W) FL=7.27,
(N) DITCH FL=8.80 (N, S, E) I.E.=2.86,
PROP. 230 L.F. (S) DITCH FL=8.80
@ 0.2% 30" HDPE PROP. 41 L.F. DITCH
xIST. G.V. & F.H. PROP. 152 L.F. DITCH
EXIST. RCP EXIST. 8" WATER LINE
EXIST. G.V. (UNKNOWN SIZE) hk EXIST. 8" WATER LINE �. dD TH UNKNOWN)
-EXIST.12" RCP �- ��' (DEPTH UNKNOWN�.�
------------- _---------------� ----- ----
�,.
X
t� "F" STREET (30' R.O.W.)
�Li:\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\�\\m�
. -- . y • �- .+n.a _.-.. pno unJ -- vHJ � R
EXIST.
� I EXIST. ,��• C.O.
12" RCP
11 ..
o EXISTI 8 PROP. 30 L.F.
SAN. SEWER 30" HDPE @ 0.2%
�0
J �
m_
w�
z�
WEST SIDE "E" STREET
EXIST. -J\\�
8" SAN. SEWER
NOTE:
VERIFY GAS LINE
LOCATION &SIZE
o NOTE:
O PROP. REDIRECT EXIST.
DITCH TO PROP. INLET.
0
Cn '
m
EXIST. 8" ��
SAN. SEWER PROP. 16 L.F. 12" RCP
4b.
PROP. TYPE "A"INLET
(W) FL=8.21,(S) FL=2.92
PROP. 32 L.F.
y:
@ 0.2% 30" HDPE
EXIST. M.H.
PROP. 150 L.F. @ 0.2%
42" HDPE TO GAL. BAY
OUTFALL
I d- 1 Q_ I 1 I I I I I Iw^ I I I ILL1^ I
I I 1 U i 1 I I> ~ I
J I I I i- -I I
I I 1 I I 1 I I I Ili Q
I I I I I I I I I I Ip = I I I I p = I
=
I Ll7 I N I I I I I I I I
14.00 I 1 I I I i I I I I i�=-�----i--i---------i-------- Ir-�---7-------- 14.00
--------r--------r-------- r--------r--------I-------- I -------- 7-------- t-------- r-------- r--------Ind (n
1 I• i 1 I I I I I I I._ I i i i- I
I I I •>( �"� I - I I I X .� I
------
Cl)_ EXIST. EQR (ASPHALT) Ii� I ' i w I
I x I X i I I I I I 1 I I I
12.00 i I w i i i i i i i i i i i I i 12.00
--------r--------r--------r-------------- I-------- 1-------- r-------- t-------- r-------- r--------x-----------------1--- - - -I---------r--------rt--------
i
1 I
EXIST. q OF DITCHI
I 1 I I I I I I I 1 I I I I 1 1 I
1 i i i i i l i i NAT. GRD. i i i '
10.00 EXIST. WATE LINE
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 __ I I I I I 10.00
--------r--------r------r------r---------------------- - -------T--------r-------- ---....F----------- i---------�P-E-PTkH-UP I-4NQWW-)------
EXIST. 1 PRO XIST. ql DITCH , ' ' '' "1 1 I 11 1 i 1
' ' 1 I i �� ice"' I I i i I {'ROP. i I
Ii I ��'�' I' I� I i I I , ,I I PROP
DITCH i FL=8.$0 ' I t �` ; ' ' "'� I I EXIIST. RCP I PROP. 152 LIF. DITCH �� �L=8,80 i I
8.00 i i X15T. 8" WATER L14E I (SI'ZE UNKNIOWN) Pi ROP. 41 4.F. DITCHI i i i �L-7.18 8.00
PL. L--------L-- - 1 1----1----r 1--------L--------L--------L--------'---- - J---------I-------1--------
__-----_;' I -tffdl �t6btlfd�- I--------,---EXI$T. 8 WATER LINE 1 1 I I I I
FIL 7.53 I
I 1 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 1
I I I I i I I i I I 1 I I I I
6.00 ' -----
PROP.~� I 1 I 1 I I 1 I I 6.00
--------'-------- --'L--- -- --'-------- -- -- --- -'-��- ��'�--�+- -�I'�--��--�.�-'�ii� I ■� �T--- -1- �� --'L - ----�-------
„ 1 PRCifP. I ( i i i i i i i i i i I l i i '
24 RICP I I ( I I I I I I I i 1 I 1 1 1 PROP. I POP.
4.00 ' 30" HDPE ' PROP. i i PFitOP. 30" HiDPE i i i i i I I I i t F'I�--2.92
I 1 ft
30" HDPE 4.00
--------------- --- ----------------L---------I---------I--------�---------I--------4------r�-------
,-Ft�� 1 I i i i i (N& ) 42" HDPE, FL=2.861
I I 1 I I ° FL=2.8 I I I I I
PROP.
2.00 FL �.32 i i i i i i i i i i i i i i i 2.00
0+00 1+00 2+00 3+00
EAST SIDE "E" STREET
I W Ill. ILLj -- C- 1 I I I i W� 1 I W I -- W l''L W i y U i
i > I I> O I I I I I > I I > I > I > (� I � z 1
I - JI U I- -j I I I I i - -� 1 I i-r I - -t-I - i 1
1 E Lvl � Ity Q I I I I I t� Q 1 1 (i (/� I Z I g 0 I
I p =1 Ip = I I I I 1 Q= I I p cF I p p 0 1
I �1 � I I I I I I i I OFF I U I �I i
i � Ln I 11 N I I I I I Q- I I -II I I i
16.00--------' I ---' �------'f l I I I I I- -' --------I I- --------' U ~ I I 16.00
----� i i� Cn --- i-------- -------- i-------- I-------- I-- U7 d i i---- -� i-----� $-- (n 11------ --------
I X I i- IX F-- I I I I I X I I X I I X Y X I I I
I w I M Iw Cl) I I I I 1 w I I w I I w l w I I I
I I 1 - 1 I 1 i I I I i I I I I I
I I X I X I I I
LLJ i w i i i
14.00 1 I i I I I I I I I I I I I i 1 14.00
--------
I
I I I I I I i I I I I i I I I
i I I I I I EXIT. 1 I I I I I I
I I COI EXIT. FOR I(ASPHALIT) NAli. GRD.-\'
1 1 -- -------------�-- ------------1-------- 12.00
12.00 I I I I I I 1 1 I i I i
L--------L----- L--------'--J--------1-- 1--------1- 1-- EXIST. GAS LINE I
I EXIIST. DITTCH EXIST. �I 1 I I I I 1
1 I i I I I I 1 I i
I I I I DITCHI P 1 1
I I I I I I I I (SIZE & DPTH UN' I 1
I 1 i I .if I I I I I I I
10.00 I I i /I' I I I I I I I 1 I 10.00 ''..
--------'--------'-------' ------'-_---!-------- ' -- ----!--------'--------' ------ -- ' ---- ' - '--------'
r r l- 1• II_:___
I r----------------,-----I------ ,-i--------
I I 1 I I I I I I I I I 1
I I I I i I I I I I I I
XIST. I DITCH i 1 I
� EXISt. GAS LINE
I ,I
8.00 i �f i i i i i (SIZES 8c DEPTH i ' I 8.00
�'I�T__GA.S_.L1W� _L--------L---------I------- -j-------- J-- -----L--- --� - =�__--=_-L--------L---------1-------- I -- ------- --------
(SIZE &I DEPTH I EAIST. GA LINE 1
UNKNOWN) I (ISIZE & QEPTH I I ' , I I EXIT. SAN. SEWER I
I I I UNKNOWN) I I I I I I (SIZE & DRPTH UNIKNOWN)
6.00 I I I I I I. I I I I I I i I I I 6.00
NOTE:
RESET RCP'S &INLETS
TO MATCH PROP. CtDVTCH
SCALE: 1 "= 20'
BENCHMARK NOTE:
CITY OF LA PORTE SURVEY MONUMENT L.P.S.M.
#112, @11' WEST OF SOUTH BROADWAY AT THE
CENTER OF NORTH SHADY LANE, 33.3' SOUTH OF
SIGN POST, 32.4' NORTHEAST OF MANHOLE,
669,770.725N, 3,264,932.832 E, ELEVATIONS 1983
ADJUSTMENT NGS SEA LEVEL DATUM OF 19295
ELEVATION 6.07.
FLOOD PLAIN NOTE
ACCORDING TO THE FEMA FLOOD INSURANCE
RATE MAP (FIRM) FOR HARRIS COUNTY, TEXAS,
AND INCORPORATED AREAS, COMMUNITY PANEL
NO. 48201 C1 085-J DATED NOVEMBER 6, 1996,
THIS PROJECT LIES WHOLLY WITHIN ZONE "AE,"
BASE FLOOD ELEVATION DETERMINATION = 11'.
LEGEND
PROPERTY LINES
----------------------------
EOR (ASPHALT)
FOR (LIMESTONE)
FOR (DIRT)
FOR (CONCRETE)
FOR (SHELL)
CMP
RCP
C.L. DITCH
TOB
TOE
TOE
+
+
ASPHALT CONCRETE a:�,. SHELL *+ + *+
+
GRAVELEl IN
DIRT LIMESTONE
GRASS
OF Tt011lt,
it
9029E
The seal 'a�pearing on
this document was
authorized by
RODNEY LEE SLATON
P E. 90298, on
5-id- o1
04-00
1+00
2+00
3+00
I
SOUTH BROADWAY
(1001 ROOMWO)
NOTE:
RESET RCP'S & INLETS
TO MATCH PROP. CL DITCH
Ix -EXIST. 8" 8" EXIST. W.L. EXIST. 8" S.S PROP.
SAN. SEWER ( x�a
�, SOUTH BROADWA 100 R.O.W FL = 5.82 U
< 10
RCP (2) o'
EXIST. SIDEWALK. �° <-', <.
x <. °�.; .1; t'.�' .i4E'/IST._ SIDEWALK..<<.til << . ,« yo`<< EXI T: <
°ot EXIST G.V. �'. qy x ., '<<
PROP. 1 �°'� EXIST. 2" W.L. SBc SBCCb
IVI SBC
FL = 5.50 - -- ----- EXIST. EXIST. 8"--W.L. L.
- -
i
e___ IST. M.H. CMR SAN. SEWER EXIST. CB, ° ST CB
—...—.xk— --- ---- ---- — 1= -- -----------
-----------------
II EXIST. 18" RCP EXIST. RCP �I �,•
18'EXIST.RCP \-PIIEBLUFF DR. i_XIST. FH -i > �C I E RCP FL=7.71
EXIST. 2 W.L. I �
( o
PROP. � R.O.W.) EXIST. 8
FL = 5.50 SAN. SEWER
li d
Q
m
EAST SIDE SOUTH BR❑ADWAY
C U 0- LLl- W >~ i m W n w m
— —I U
Z ! o' Q i U O N U
m I _ o
14.00 I I =
! a� 00
w
w
---- - cn
i-
I
w I X X X
N I X I W MW W
C� Li
12.00 L'
I
-- --- ----- 12.00Cn
__---E�X_IST__F-O-R (ASPHALT
-- --' - --- EXIST E R (ASPHALT) )
10.00
EXIST. SIDEWALK
EXIST. SIDEWALK ; EX'IST. G.V.' ; %
i I i i I i
8.00 i
----'--
,
„ i8.00
, I
I.
r-------------- ----
------ --rr I
i I
6.00 [- -- - 1 i EXIST. RCP
-- _ - -
XIST6.00
'_ _ -_ __ __= i _ -=i I ---- ===(VERIFY S_I� E)
EXIST; � OF DITCH 124 RC; S
I
4.00 �- - F1=- 5D---,--ftS�-eF- BtTCH ----;----- ---------- 4.00
- - - EXISTING W.L.-- -- - -- -- - -- -_ __ ----- -- - -- ---- ---
- - ' - - -EXI-S!T(NG--W.L.----
I I i � � i
® (VERFIYDEPTH & SIZE) i (VEFIRY DEPTH &AS,
E) i
I
I
2.00------�EX1STaN_ I-- ------------ - I------- --- - 2.00
I I !
(VERFIY DEPTH &'SIZE) EXISTING S.S.
(VERFI"r DEPTH & SIZE)!
0.00
I 0.00
0+00 1 +00 2+00 3+00
SCALE: 1 "= 20'
BENCHMARK NOTE:
CITY OF LA PORTE SURVEY MONUMENT L.P.S.M.
#112, @11' WEST OF SOUTH BROADWAY AT THE
CENTER OF NORTH SHADY LANE, 33.3' SOUTH OF
SIGN POST, 32.4' NORTHEAST OF MANHOLE,
669,770.725N, 3,264,932.832 E, ELEVATIONS 1983
ADJUSTMENT NGS SEA LEVEL DATUM OF 1929,
ELEVATION 6.07.
FLOOD PLAIN NOTE
ACCORDING TO THE FEMA FLOOD INSURANCE
RATE MAP (FIRM) FOR HARRIS COUNTY, TEXAS,
AND INCORPORATED AREAS, COMMUNITY PANEL
NO.48201 C1085-J DATED NOVEMBER 6, 1996,
THIS PROJECT LIES WHOLLY WITHIN ZONE "AE,"
BASE FLOOD ELEVATION DETERMINATION = 11'.
LEGEND
PROPERTY LINES
EOR (ASPHALT)
FOR (LIMESTONE)
FOR (DIRT)
FOR (CONCRETE)
FOR (SHELL)
UP
RCP
C.L. DITCH
TOB
TOE
TOE
+
+
ASPHALT CONCRETE L.a.'.� SHELL * + ++
*+
GRASS
r .�'cP�E of rekgs��+l
c�]�rlafia�7r5z�7.
9029E
► �oTF�Fo�sTE�°,��``
The seal appearing on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
5-.)/ 0 2