HomeMy WebLinkAboutOAKLAND LAND & DEVELOPMENT REVISED SITE PLAN (2)z
Ij
PHASES
EXISTING DITCH
WITH T BOTTOM AND
SIDE SLOPES OF 3:1
k ; I FL)
OWNERS - BELLEEXPLORATIONINC SOUTH 17TH ST. OWNERS - BELLE EXPLORATION INC
040-287-001-0025 (60' R.O.W) 040-287-001-0025
6 PROPOSED "M" STREET PROJECT CLOSED BY DEVELOPED
•, d ti,. ORDINANC #'1751. a, ,;1 I _
- `, i r. `� . •r.�1 1�' _ ilq Q , 1� 1 �:: 1 � - „r_.� .. ;.�1 ` , i':.. _ ; ,�.yJ r: r� �. IaYI '. ! \ •. ;\''
E>,.. i t:. r_I'ol< i r 'r - �
r I
4r:
�
I' �.F. h:Jy. 1 k ��' J /.� - OJ :/ •'"i - "' , iW n
:
20.00 - rl. O LV.VO �. ~- •• % .�
10 BIDG.. SFTBA i PHASF/I i PHASE I _
1. - 1 1
PHA , � • Ii f, w a , '"�.' � i I \ ,..:;PHASE I ,•-: ' PHASE I ;a /' EXIST / i � ' r : ,'EXIST,' a. PHASE I
PHASE IT` " ^ 1.. hJ!', ¢' PHASE II I .. 1 j�% 1.. „
d v ti d '' G _;_:a E !; ' EXISTCHIP SEAL CONCRET EXISTING 8 WATER LINE
7A PROPOSED ,$A . �, .. �: . '.. _, ,'l; -'..,PROPOSED ., I : ! i ./„•,/� .'aj'+ w „ ! I. -
.: r 7 : EXiST1 T$ASHIENCL. SWR LINE""
1 j
CHIP SEAL .. ,y r� _ .�7-: _ ) :. -CHIP SEAL i..:i ,-
;PAVEMEN'T'^ _.>.' L,1 ,ft�Llt.)�..i?(d ...PAVEMENT`.. CHAINLIN&' :-•-- - .,�F: ---i -
-..�. FENCE
I•I
_ t i•. 1
i r.,
PHASE I
2: Y1 WEST ET: 2 .'T.i
.; N'STRE ;\ a: V1 XI R
I 1 i' EXISTING POWER POLE
o., . CLOSED BY ORDINANCE # 28 0 281 , ' 131. 100' i ,A
5 1
PHASE II ^{ PHASE II i'
�! ..
3' OTPOM `PROPOSED .. -.o PROPOSED �.
7' I vi
3 N 3
LET 2 ... . ' :INLET 1' • r,.: / � :C, i` •;Y � ,' - �r.;- - •..'I . --e' Q,. I. - '� ,
O,
TO 19'00 _ �I TG 19.00 a•'' tr PHASE I
RI .35( 8 I FL i6.35 S i % EXISTING / PHASE I
O.. PHASE I ai i/PHASE
: ^ : L - : Ld EXISTING FIRE HYDRANT
34.9 92.4 I 95,6 32 I I EXIST j ( �. BUILDING v EY1ST i ` ' ;5'/$"' I i I
rcl :I i� i 'I '' /�t _ t
AREAA2 AREA AI' INLET,' -'' INLET - 4
r �.
�r� 1 - t, i - I PHASE II
i �, ba- a i :! t- / w� I _ ,
l 0 4381 AC 0 48QS AG I P E I S
., .,: H9,
w!-
PROPOSED IR1Z. METER &TAP 1w. 0
,
- '... 127.E 2.53 CFS _• EXIST ; Y'� m. 'a ,
'1 �' ,`: 6 i Z
RE' KEYNOTES #4 148 1 I O & #5
a CHIP SEAL $ 1 L
. !' I- - -1.:1/' •f;� •�,(s7 I I ...�Si
7'A _ :.:. cv v }} 'N m of ` - -_ - _ - -- - a _
rl 2 ( �' -- - - - PHASE I I
o..� o i Z
W• PHASEII ) ; .' !' ,�':
x 1 W'O, Jw O C ,. _ �'I w`�: / i �'dti.�P ! EXISTING �1 WATER:METER W/ O
m I E z %� w D �. PI#ASE 1a . _
- :... -.'.W - • ......... .... TG:19.97 (EXISTING) / Wt -j o --'!.� - -- 'r / - �. - e I'' t�
_ -
¢w...'' iz�? 7,' m'�'a'�. L. J / B.FLOWPREVENTORFOR F-
a FL24"E'.. s. 7 >N( ;� r, ,EXIST, , ,.,_ .•, CITY OF LA PORTE
�. /� �, ..'.�N =1 9 (EX'STING)'
G).r Sa :�¢y� /" ,� , i' <'' [, :f•I `DOM DOMESTIC SERVICE
O I a. IA, PHASEII a(. %� �,' v °"' S C (RPM _
1 .c[ ..o.,.. `z,:' ; MUM 'TFITR'LINE- � -� (�. �+
FL W'= 15.97 (EXISTING). � q ,�. � ,%O I W � ( aia i � � � � , - . /;. 1 I r�• d, PHASE I
TG:19.99.(aSTzrlGi. a. PxnsE1 -- KEY MAP PG' -E
: .: 1z - - �_�___ = - - "s ,, r, I--- i -- -- „ . 580
X' ?�( o� FL 12 N m 16.00.(PROPOSED)., I :'t�- "x., .. --- r i ,. E -=-r , m �._ a/ts - EXISTING 6 0
m n ! FL E-'15.89,.(F}QSTING).' NI ;� EXIST' I. r m
I I :. .. f' ;' i ,:' i is /. n i o .' I" a I n 1
FL.36,, W = 15.84 EXISTING �� . ' i , " , SAN. SWR TAP U
' . - /''swR,LiNE ,/''' �. 7„� - R15' I ZONING LI LIGHT INDUSTRY w
M (EXISTING) w�' r;� .. I .A i i ' TO EXIST. 12
FL 12. N m,,>¢.00 (PROPOSED)., 'i' /n
o FL 2 x'a.00 2 2. 0
ri • i --' -rt� - SAN SWR LINE
o x Oi, p. i I -- -
i TP20:00 , " _ ; u; HCAD # 040-278 001-0023, 8v 0040
- - - -- t _ _ _._
( I p TP 19.82n I .TP 19.82 -1r... �i-
x o i I 4 r _ I CLP PROJECT # 1- 4
.}. a _! 2 8200002
Cr �) TP40.00 PHASE I 0 0
CO f x 4 c;'' ! 6 TP 20.0_ TP -0.02 PHASE I ; i PHASE I PHASE I m PHASE L:`_ PH�SF/1
_ _ .._O ... _ _ EXIST' _ _ _ ° a_ v '�, EXIST'' I EXIST EXT. / E I ,t ! Q'
�o ;,`•.`_. - - -� _-a'-- .p-. ��. _ _1. ...:. o. _ _ _._i+.-e._. / i - - - I r. .. ST __i_... ..7 5".1'_.. i E ST` I
(z. ( 1 '�" _<;i� 50' waF i :,, - A' STM.LINE m a - -:.y. _ -- -- - -- - - - - i ' I N .i-. r•l`. ! u n
d 9I h, ii p O CONCRETE i;. ; eCONCRETE 'SPM LINE ;.' STM'IviH IDRIGVAY' TYPE OF DEVELOPMENT. STORAGE YARD EXPANSION
1 INSTALL. I� p jp• d E' J.:; - j ,', .(b ,-,`' ,, • i'` <•/• / I 1 I. 1 LC>
o UNMANNED FACILITY d
x ( mr.£.c? p TP20.18
I S„ RESTRICTOR n ,,:.,q P 20 6 - % _'_.-__ - '/ III I l\C\ r-{ CYi
... .l Q y..... ':. li. ,t J.\ r 1 -- _____ i -I _' 1 r``' I •-'
T20.17 �} H
x x 160' P DESCRIPTION OF LAND. Co
z
PHASE I I '' '! I U --
2 EXI TIN ! 07: 9LOCY.: SVEDINS C l: (� /
FLI .68
O ( OWNERS - ALTON OGDEN JR.
B-B HCAD-040-278-001<0023
� X ( FL 15.72 ,�'7 FL 16.00 i UNDEVELOPED
z I 50, I J ^ 10,'; ^
SETBACK
I :u
rL
X( FL 15.74 OF PROP
B-B j -PL 3' BTM.
N.G. ( I 16.37
' 16.23
xl I I '1' • ---.. .-17.00--.
A -A 15.781
it
I
,t, „o �. 13
FL 115 80 1:
X
J o-
t
12N,e SECTION A -A
x
r SCALE: 1 WHOM
FND
5/8.. �,� .,..,.9
717
x I FL 15.85 ,P " _ _
DETENTION SUMMARY
TOTAL ACRES IMPROVED: 0.9876 AC
DETENTION REQUIRED: 0.45 AC-FT/AC
n�
0.9876 X 0.45 = 0.44442 AC -FT
0.44442 AC -FT X 43560 =
TOTAL DETENTION REQUIRED:
19,358.9352 CU. FT
_>
TOTAL DETENTION PROVIDED:
19,472.5000 CU. FT
PARKING LOT AREA 1
Al = 19,131.3095 SF
Ala = 4.00 SF.
i
-
Al+Ala/2 x P DEEP =
9,567.65 CU. FT
PARKING LOT AREA 2
A2 = 19,085.6491 SF
A2a = 4.00 SF.
-
A2+A2a/2 x P DEEP =
9,554.85 CU. FT
3:1 DITCH W/ 4' BOTTOM
7 S.F x 50 L.F = .
350.00 CU. FT
r' I w
o,��
i
�x
0
f
F' I SOUTH 17THIST.
(60' R.O.W)
CLOSED BY
(;a - ORDINANCE # 1751.
1-
:AND BARB WIRE
" GALV. METAL POST
POSED FENCE TO
3AIN LINK FENCE
HYDRAULIC CALCULATIONS FOR THE PROPOSED SITE FENCE DETAIL - 02
RATIONAL METHOD FOR RUNOFF: Q = CIA
C = 0.75 FOR CONCRETE
i = 7.03 (100 YR; Hydro 35/TP-40; Tc 24.85 MIN.) and A is in acres
Therefore Q is in cubic feet per second (cfs) SECOND (CFS)
MANNING'S EQUATION: Q = A1.486/NR2/3S1/2 (FOR SIZING PIPES)
Q (CFS), A (AREA OF PIPE IN SQ FT), R (HYDRAULIC RADIUS IN FT),
` S (SLOPE IN FT PER FT)
Intensity
AREA
To
C
O(CFs)
Al
Inlet
0.75
7.03
0.4805
2.53.
-
A2
Inlet
0.75
7.03
0.4381
2.31
0.92
4.84
0
Cumulative
Pipe
Pipe
Pipe Area
Roughness
Hydraulic
Pipe
Max Pipe Cap.
Velocity
Area
TO
Area
Q (Ofs)
Diameter
Type
In S.F.
Factor
Radius
Slope
Q WS)
V fls
Al
Exist Inlet
2.53
12
HDPE
0.785
1 0.011
0.2500
0.0040
2.663
3.39
A2
Exist Inlet
2.31
12
HDPE
0.785
0.011
0.2500
0.0040
2.663
3.39
ORIFICE CALCULATIONS
Q=CA42GH
LEGEND
GAS
a
D=QI/2.25H1
C = 0.80
A =12=0.111*r1=0.3491
H = 19.97 - (15.97 + 0.6667) = 3.33
Q = 0.8*0.3491 42*32.2*3.33 = 4.09
D = 4.09 2 / 2.25*3.33 4 - 0.6653'
66 ' - "
S G
8" RESTRICTOR PIPE.
OWNERS - ALTON OGDEN JR.
HCAD-040-278-001-0038
UNDEVELOPED
311'
c�' o •l t .. ul I
a: z) v¢miI
T
iy;
I
I
10 BLDG. SETBACK
ET s
-...
j '(5 IR
OWNERS BEARDEN_JEFF.&NANCY-- __
--'-----
' "
-'HCAD-040-278-001-0006
UNDEVELOPED
VV%%
J. HUNTER
�(}
'~
RECOROA➢OW:
COUNTY:
o
VOLUME 40, PAGE 271-1 OF DEED RECORDS
HARRIS
U
< M
(4 N 00
d
I
Z
N
ADDRESS:
1500 S. 16th Street
CITY:
LA PORTE
UNDER:
-
z pco
`
WNER: PURCHASER/O
TIRE COMPANY:
oo
OAKLAND LAND & DEVELOPMENT, LLC
-
7
t- rz,
C-'
0
z o
FLOOD STATEMENT:
SUBJECT PROPERTY IS LOCATED IN UNSHADED ZONE
co
"X" AN AREA DETERMINED TO BE OUTSIDE THE 0.2%
C/) z4 a,
x
ANNUAL CHANCE FLOODPLAIN. COMMUNITY PANEL
z
O 1-1
{(rijPr
NO.-48201CO945L DATED JUNE 18 2007.
v
o
rQ N
NORTH ARROW & DRAWING SCALE
;
I
0 15' 30' 60'CILZ
U
CAUTI
'N EXISTING
QI
d�
GAS
LINE FIELD VER.
1 INCH = 30 FT.
FIRM NO
9501
REGISTERED ENGINEER:
of �
..........it
PSv.'
I PHIL LIP E. JOHNSON A LICENSED PROFESSIONAL
� *. .*
ENGINEER IN THE STATE OF TEXAS DO HEREBY
..............................�
....iP L>Peuc...Eiol..
CERTIFY THAT THE INFORMATION PRESENTED ON THIS
, 58605
#iU
MINOR SITE PLAN TRUE AND CORRECT TO THE BEST
,<rCENS60,:4' w
illss... .... .... �
OF MY KNOWLEDGE.°
L
11116112
KEYNOTES
NOTES:
PROPOSED H.D.P.E STORM LINE
O
PROPOSED 30' x 160' x 6" CONCRETE PAVEMENT;
#4 @ 12" O.C.; 3500 PSI; 8" LIME STABILIZED SUBGRADE
1.
THE LOCATION OF THE SANITARY AND WATER LINE HAVE BEEN
OBTAINED FROM BLOCK MAPS PROVIDED BY THE CITY OF LA PORTE.
THE SANITARY LINE IS SHOWN 12 INCHES.
(27 LBS/SY) COMPACTED TO 95% MAX. DENSITY.'
AS
NOT PROPOSED
2.
NO ADDITIONAL SANITARY SEWER SERVICE PROPOSED
PROPOSED CHIP SEAL PAVEMENT (ONE COURSE);
PROPOSED PHASE II
�2
4" LIMESTONE; 9" CRUSHED CONCRETE; 8" LIME
3.
NO ADDITIONAL DOMESTIC WATER SERVICE PROPOSED.to
E
CONCRETE PAVING 30' x 160'
STABILIZED SUBGRADE (27 LBS/SY) COMPACTED
4.
PROPOSED IRRIGATION METER TO BE 3/4" k 5/8".
CL
X
41800 SQ. FT.
TO 95% MAX. DENSITY..
O
~
5.
EXISTING DIRT SPOILS ARE OF HIGH PLASTIC AND ARE NOT
SUITABLE FOR CONSTRUCTION OR BACKFILL. DIRT SPOILS ARE TO
PROPOSED PHASE II
3
O
PROPOSED STORM SEWER TYPE "A" INLET (2 TYP.)
BE LOST WITHIN IN THE SAME PROPERTY, SOUTH OF PROPOSED
>
CHIP SEAL PAVING
38,216.96 SQ. FT.
O
PROPOSED 3/4" TS&V TAP ON EXISTING 8" PUBLIC
CONSTRUCTION AND GRADED TO FLOW TO THE REAR OF THE
PROPERTY.
O
Q
WATER LINE FOR IRRIGATION SERVICE. (BY CITY)
CL
6.
USE OF PROPERTY IS ONLY ALLOWED BY TENANT OF 1500 S. 16TH
STREET. ANY CHANGE IN TENANT WOULD REQUIRE A NEW ZONING
�
J
J
PROPOSED 2" OAK TREE
O
8 3 4
PROPOSED 5 x IRRIGATION METER N R.O.W.
/ / )
PERMIT.
Q_
(7 TYP.) 30' O.C.E.W
BACKFLOW PREVENTOR (ON PRIVATE
'�
PROPERTY)
W
PROPOSED 18" TALL INDIAN HAWTHORN
CU=
�.
SHRUB ( 24 TYP.)
6
O
PROPOSED 6' CHAIN LINK FENCE; 2 1/2" GALV. METAL
POST; 18" TALL 3 STRAND BARB WIRE
.�1-4
149.9 L.F OF EXISTING 6' CHAIN LINK FENCE TO BE
C
OREMOVED, SALVAGED, AND RELOCATED AT THE REAR CU U)
OF YARD. RE: KEYNOTE 7A FOR NEW LOCATION o
o
7A LO
LOCATION OF RELOCATED FENCING. RE: KEYNOTE #7
O8 EXISTING DITCH BANK TO BE RELOCATED
'PHIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS
APPROVED THIS SITE PAN AND DEVELOPMENT OF OAKLAND LAND &
DEVELOPMENT STORAGE YARD EXPANSION IN CONFORMANCE
0. 53 x 12 - 7.9836 WITH THE LAWS OF THE STATE OF TEXAS AND THE ORDINANCES
SECTION B-B OF THE CITY OF LA RTE.
100 YR SITE DISCHARGESCALE: 1-=69 HOR2. ✓ j t
1"= 4' VERT. BY.
U.75 x 1.03 x 0.9186 = 4.84 CFS
DISCHARGE W/ 8" RESTRICTOR = 4.09 CFS (15.5%)
L -3
PLANNING DEPARTMENT
JOB NO. 12-0018
DRWN BY: RC
CKD BY: PEJ
FILE,'C1.0.dwg
SCALE: 1"= 30"
DATE: Tue, Nov 20 2012
DWG: .
C1.0
PROP. 5/8" TS&V TAP & BOX
ON EXIST. 8" W.L. (BY CITY)
N
co
to
�cli
of
3YDRAULIC CALCULATIONS FOR THE PROPOSED SITE
M STREET PROJECT - AEIS PROJECT NO. 11-0014
RATIONAL METHOD FOR RUNOFF: Q = CIA F! =t
C = 0.7 FOR CHIP SEAL, 0.8 FOR CONCRETE AND 0.3 FOR GRASS
I = 6.78 AND A 1S IN ACRES THEREFORE Q IS IN CUBIC FEET PER SECOND (CFS)
MANNING'S EQUATION: Q = A1.486/NR2/3S1/2 (FOR SIZING PIPES)
Q (CFS), A (AREA OF PIPE IN SQ FT), R (HYDRAULIC RADIUS IN FT),
S (SLOPE IN FT PER FT)
1001'R
Number
Iniet(MH
C
1
A
Q
A
Inlet
0.7
6.78
0.654
3.10
B
Inlet
0.7
6.78
0.918
4.36
C
Inlet
0.7
6.78
OA94
2.34
D
Inlet
0.7
- 6.78
0.652
3.09
Inlet
to
Inlet
Qt
Diameter
Type
A
n
R
S
Q
V(f/s)
A
S
3.10
15
HOPE
1227
0,011
0.3125
0.0024
3.740
3.06
B
D
7A6
18
HOPE
1.767
0.011
0.3750
0.0039
7,763
4.39
C
D
2.34
12
HOPE
0.785
0.011
0.2500
0.0032
2.3 22
3.03
D
OUT
12.90
24
HOPE
3.142
O.D11
0.5000
0.0024
13.098
4.17
ORIFICE CALCULATIONS
Q=CAg2GH=
D=Q2/2.25H4
C = 0.80
A =12=0.111*II=0.3491
H = 19.00 - (14.79 + 0.6667) = 3.5433
Q = 0.8*0.3491 42*32.2*3.5433 = 4.2184
D = 4.2184 2 / 2.25*3.5433 4 = 0.6653'
0.6653' x 12 = 7.9836"
100 YR SITE DISCHARGE = 12.90 CFS
DISCHARGE W/ 8" RESTRICTOR = 4.218 CFS (32.7%
THEREFORE USE A 8" RESTRICTOR PIPE
DETENTION SUMMARY
TOTAL ACRES:
2.9936 AC
TOTAL ACRES IMPROVED:
2.5874 AC
DETENTION REQUIRED:
0.2 AC-FT/AC
2.5874 x 0.2 = 0.51748
0.51748 x 43560 =22, 541.4288
TOTAL DETENTION REQUIRED:
22,541.4288 CU. FT
DETENTION PROVIDED:
PARKING LOT AREA A:
14,254.50 CU. Fr.
PARKING LOT AREA B:
18,814.50 CU. FT.
PARKING LOT AREA C:
10,017.55 CU. FT.
PARKING LOT AREA D:
13,317.55 CU. FT.
TOTAL DETENTION PROVIDED:
56,404.10 CU. FT.
MAX WATER LEVEL:
EL 20.00
*DITCH VOLUME NOT INCLUDED
WEST M ST.
EXIST.
DITCH 60 L.F. OF 18"
60 L.F. OF 18"
RCP CULVERT
OUTFALL RCP CULVERT'
INLET W/ FRAME, FL 14.49 (W)
GRATE OR COVER FL 14.43 (E)
TO 17.56
78 L.F. OF 24"
FL 14.46
H.D.P.E fit 0.24%
INLET _ , ,
TG 19.00
148 L.F. OF 12"
H.D-P.E U OM_ 7-
FL 14.65 USE B"
'RESTRICTOR
PIPE
INLET
TO 19.00
-
FL 15.12 (W)
*EXISTINGCH
E
'
NEEDS
STO BE
DESILTED C 0.09%
217 L.F. OF 18"
H.D.P.E @ 0.39%
' INLET
INLET TG 19.00
TO 19.00�1_ , , 148 L.F. OF 15" FL 15.86 (W)
FL 15.50 (N&E) H.D.P.E Ca, 0.24%
STORM SEWER LAYOUT - 01
SCALE 1" = 60'
INLETS TO BE TYPE C W/ 36" x 36" GRATES
OWNERS - BLUE FLASH EXPRESS INC.
HCAD-024-202-041-0001
DEVELOPED sr )1T.hJ. ili,
17 )4 'NA;V_,s
I" WATER (FROM MAPS
0 15' 30' 60'
2 TO WEST
ROW LINE OF '
- 16TH STREET 1 INCH=.30'FI'.
41' 15' 40' cy;';c 15' 80.1' 15' 40' 15' 65,,.' G.} � 4Y ,, .Y t .4_' ,;' ,^�'
28.5 TO
ji ll
5 3 3A West M 1-]t. � CENTER OF
_0 ST.40' DRIVEWA
PROP. NE -- - - so R.o.w O`f n,
-
i R15' R15 a R15' xy s ., tl{: ;
SET ---�` R15 - - ------------ -- - _ ------ ,.. � - ET-- � } (d. %• s ra r, I7 1`),i-�
0 - .., S � f
i
KEYNOTES '
FL 14.960 ' - A
.I. O �,' �.1., J/i�"'T _ Sn • Olt _:.H. •'i .{ it xF:.Z :S
1
G
. PROP 3 HIP SEAL PAVEMENT, W 1 RUSHED
,� '•\ :'pV i1 O V W W i W W W .. W W fLW t"f.V'.) ^'- `. il./ ". v; I• 11 I wI ,#ii-'h•$.
W W W TG 17.56 ,-.I - LIMESTON 8 LIME STAB. GRADE AT 6% Y N
TP,20.00 g l W:.. 1 d.' . W c ' ". ' : v.' i TP 20 00 i O f W / ,:.
i ( Y W W r. .i'u
E SUB/
t
TP 19:47. �.• � W .. - -
-r•p , W �. T1'20.40 W P"2000 W TP 18.99 ,
➢' O1D0_SETBAcK Tt3 20AD W $ -, , . _ " X . x _ PROP. 40 CONCRETE TO ASPHALT DRIVEWAY W ,..
/i P /
" Ii
1 r'
«� O 18 X 18 THICKENED EDGE.
TP �.: � '
9A..
.'OTP19.74 ... .. C
,},:. :O. .� �
j
m� C DRIVEWAY /
k. TP 19 94 taa
TP 20.00.
I PROP. OP 4 C
R 0 CONCRETE TO CONCRETE DRI EW W
j , I ... TP`20:00 ` O 18 X 18 THICKENED EDGE.
TP 19:Ss .. ;
')Y j.: y CITY OF LA PORTE
3A 18" WIDE FULL DEPTH SAWCUT KEY MAP PG: 580-E
O
x j - • 50 - i. _ . - y W PROPOSED TRASH ENCLOSURE W/ 7" CONC. PAD ZONING (LI) LIGHT INDUSTRY.
I I OO AND FOUR CONC. FILLED BOLLARDS TYP.
n [- O 7a
HCAD # 040278001002S
` _ AREA. C AREA
( )
7 0.494 AC 0.625.AC Ix o � 7 � S PROPOSED 60 L.F. OF 18" RCP CULVERT (2 TYP.) CLP PROJECT # _-
O �� ,.D O
2.34 CPS..:3.09 CFS p_ W
) .paI '. A 6 REMOVE EXISTING 24" CULVERT, AND EXISTING
GRAVEL DRIVEWAY. TYPE OF DEVELOPMENT: STORAGE YARD
°° j ` '. CHIP'SEAL... CHIP SEAL / O. O
% j 40' WOODEN CLASS C UTILITY POLE; 6' MIN BURY;
\ .:: 7 DESCRIPTION OF LAND:
i GALVANIZED ANGLE IRON CROSS ARMS; TYP 4
I'.. -'Wli ( .) .DT:. BLOCK:' SUBDIVISION:
G'J' TRS 3 & A 1176 TOWN OF LA PORTE
PROPOSED UNDERGROUND CONDUITS FOR RECORDATION: COUNTY.
ABS 35 J HUNTER HARRIS
ELECTRICAL SERVICE TO PROPOSED YARD ADDRESS: ctTY. ELDER:
290' .. LIGHTING. TWO (2) PROPOSED 11 /4" SCH 4O 1801 WEST M STREET LA PORTE -
1 PURCHASER/OWNER: TIRE COMPANY:
PVC CONDUITS; MIN BURY.
iaW C CO U S, 2 OAKLAND LAND & DEVELOPMENT, LLC
(300 L.F. x 2 = 600 L.F. OF CONDUIT)
--:TP 080-- - - cl `- -- - ---
if I / TP"19.60 i'. - 9 PROPOSED CHAIN LINK FENCE. RE: FENCE
j1a'i g TP,i2'e° ' / li „r \ , V.
t- r. O DETAIL THIS SHEET.
" HIP SEAL
:31 Est
cHIP.sEA I' 9A PROPOSED 44' BI PASS GATES (2 TYP.)
FL,
j
j 1 - 1
i a�
PROP. 5/8 IRRIGATION METER W/ B. FLOW FLOOD STATEMENT:
w o
o r) : ro ° PREVENTOR FOR IRRIGATION SERVICE (RPZ) SUBJECT PROPERTY IS LOCATED IN UNSHADED ZONE
10
j ( V o W "X" AN AREA DETERMINED TO BE OUTSIDE THE 0.2%
ANNUAL CHANCE FLOODPLAIN. COMMUNITY PANEL
. NO. 48201CO945L DATED JUNE 18, 2007.
j ( 1 . LEGEND
4.
Q( FLI aN i
o w y
CONCRETE PAVING (DRIVEWAYS) REGISTERED ENGINEER:
CHIP SEAL PAVING I, PHILLIP E. JOHNSON , A LICENSED
60t
112,525.33 SQ. FT. PROFESSIONAL ENGINEER IN THE STATE OF TEXAS
!0*ay DO HEREBY CERTIFY THAT THE INFORMATION
W 7., L 7" CONCRETE PAVING
O PRESENTED ON THIS MINOR SITE PLAN TRUE AND
FL TP 19 sz I 183.67 SQ. FT. (TRASH ENCL.
.: AREA :A . AREA $'
y ) CORRECT TO THE BEST OF MY KNOWLEDGE.
0.654 AC g. 0:918`AC W W W' W PROPOSED HYDROMULCH --
%
�,_ _._ _ _ _3 11_00__CFS - ^ - _ _ - - 4_36- EF_S - - - _.- E - - E 7,826.00 SQ. FT LANDSCAPING REQUIREMENTS:
W
UGE` _ UG_E- - - UGE UGE.... _ UGE UGE -:UGE UGE'. - - - - _ UGE - _ UG _ UG _ TOTAL DEVELOPED SITE ARER: = 130,400.00 SQ. FT.
n TOTAL ROOFED OVER IMPROVEMENTS: = 0.00 SQ. FT.
I PROPOSED 2 OAK TREE (8 TYP.)
REGRADE/DESILT {�
-j ° m. c (130,400 SQ. FT X 0.06 = 7824)
% (^ EXIST. DITCH @' 0-A'2 /o y REQUIRED LANDSCAPING: = 7,824.00 SQ. FT.
I PROPOSED 18" INDIAN HAWTHORN Q
FL 38W o WITH 3 . BOTTOM AND: WWI PROVIDED LANDSCAPING: = 7;826.00 SQ. FT.
X.N SIDE SLOPES'.OF 3.1- y SHRUB (33 TYP.)
3:1
3291 SQ. FT. ALONG M STREET
1500 WATT MH SPORTS LIGHT; 10' x 348' = 3480 SQ. FT ALONG EAST SIDE OF PROJECT
I i j I I o I 480 VOLT; (12 TYP.) 5' x 21 V = 1055 SQ. FT ALONG WEST SIDE OF PROJECT ;
! y>> I T PROPOSED H.D.P.E STORM LINE NOTES:
ID' BLOC. �.' ^L'
9 SE 1. NO SANITARY SEWER SERVICE PROPOSED.
j I 44 TP 0.00i'lI Tpao. ,.5/ T SWR TOP OF PAVEMENT 20.00 SAN. SWR. NOT PROPOSED
'
d� 2. NO DOMESTIC WATER SERVICE PROPOSED
- Dw DW - WATER NOT PROPOSED
3. PROPOSED 5/8" IRRIGATION METER. To
. i Ij ).
I
TEL TEL NOT PROPOSED
4. NO GAS SERVICE PROPOSED.
[In dike r,elopndJ
5. NO PROPOSED BUILDING.
- E E - PROP. OVERHEAD ELECTRICAL LINE
WEST N STREET.
(80' R.O.W)
6. SEPARATE ELECTRICAL PERMIT AND INSPECTION REQUIRED FOR
CLOSED BY ORDINANCE # 2890
UGE PROP. UNDERGROUND ELECTRICAL
PROPOSED YARD LIGHTING.
OWNERS - ALOON OGDEN JR.
HCAD-040-278-001-0023
GAS GAS NOT PROPOSED
PROPOSED 1500 POWELL RD.
PROJECT
° PROPERTY CORNER T SIGN
' l0K
s
1 FIRE HYDRANT WATER METER
GUY WIRE .,r WATER VALVE
SoFPROP
.-PL 13' BTM.
FM MAILBOX 15.55 SPOT ELEVATION
N.G.
MANHOLE FL=12.39 FLOWLINE ELEVATION
1
POWER POLE T.B.M. TEMPORARY BENCHMARK
3:1--
1 i ,
13' j
THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS
'
APPROVED THIS SITE PLAN AND DEVELOPMENT OF A "STORAGE
tt
YARD FOR OAKLAND LAND & DEVELOPMENT IN CONFORMANCE
FENCE DETAIL - 02 TYP DITCH - 03 WITH THE ORDINANCES OF THE OF O6RTE.
•Age
/ BY: Q0,
DI CTO , LA PORTE
12 PLANNING DEPARTMENT
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)B NO.
11-0014
AWN BY: RC
<D BY:
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4TE: Tue, Nov 20 2012
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