HomeMy WebLinkAboutOAKLAND LAND & DEVELOPMENT SITE PLAN (12)PHASE I
I
x:
EXISTING DITCH ,
WITH 3' BOTTOM AND I I I
SIDE SLOPES OF 3:1 I I -
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8 IR
OWNERS -BELLE EXPLORATION INC SOUTH 17TH ST. OWNERS - BELLE EXPLORATION INC prMIFTkraq
040-287-001-0025 (60' R.O.W) 040-287-001-0025 1 Jr cv
6 PROPOSED "M" STREET PROJECT CLOSED BY DEVELOPED } „ 1t� --r c v ,�1 < 1 ni
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.. „}.. Q .. 10 BLDC...SE7BA ! { / x i ]Nz,xtka,1'- ';:d?.+S;ti`"'4 .,ram. qi, .r #lc •*i:
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' .. -. .. .. ;. p ({r, . I � .. ...... . ; . ., ; i PHASE I : (/ ... �`*: .` i..�. �rt ' ,,,•, r I. ., ,w: rn
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1 Cu �. 1 PHASE I EXIST EXI - -. w' w• r, • e : » a
PHASE, fI , r , : � .. PHASE II / , .-.: , I ST, ,. a-•-- %., � 1. ,,. ,a
i
- '--/ EXIST i,� , 1 C ' i
PROPOSED . r'.... .. ...•1.L... ( �_L PROEOSED'� ' . •. : ,PHASE,I / EXIST CHIP SEAL ;' kY j EXISTING WATER LINE
7A :.9 yr' �3 ; CONC$ETI i Yfi.E9 m . yw.•, f xs , . ( E
E r TRASH ENCL.LINE"to `' { CHIP SEAL. ,. t. CHIP SEAL 7 • ST SWR i rt p; F'
1 ,
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AVEMENT c. i C .-•• --.+ \ ' ,.E . l .PAVEMENT .. HI�IN LINK n'h. -- -- c'-►J:. I W , t
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WEST N STREET:
t PHASE I :
I �¢ GPOWER POLE
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E STIN
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CLOSED'BY ORDINANCE # 28 0 " : i
131 ,
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100 5
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PHASE II PHASEII '.`
..
3 QTTOM PROPOSED .. I. 1 !'
. '.ol ... .PROPOSED 7
3 a
INLET 2
+,
.. INLET 1 �, • e ,: �:.
I
\~ A
i
TG 19'00 �i T 1 , :>.'- .'v':'
G 9.00 x' b''
--=- ---_ - ----_ _� -.- . o,-._-_ -<._ _- .! .____,�. � -'=-- : / _ <._. PHASE I , I
4 6:35 S . ' .: , . ': , , .. :'.. • FT. 16:35 S a i' i /�` � � _ PHASE I
_ (1, .. I / ' EXISTING % . { I _ _ � I , •, � ' , a, ,, ;:.
' PHASE 1 1!' - F D.•.i
' 34.9' K r: 92.4'' . 95:6' . r ' _J PHASE 1 I ?� - EXISTING FIRE HYDRANT
32 ( , BUILDING +• ,a s:
RF gg
I EXIST � >✓X1ST ;5' 8 i --t
�%
I I
, 1
'AREA. 'I A2 , AREA I .
A ! `I' r INLET.' � I 4• �
I INLET - a.. rF�
I r.
I;
// f
! 'i4 I I: / o: I PHASE II 1
i' 04381A r. W! 1 r �
C I 0 8Q5 1 -
"1' 7. .4 ?;C ' ,' 2 3' _I. PH
ASE SE I
3
a,
'% W PRO s- . POSED I .METER &TAP
1 ' :....'. 2 . ' .. 2.53 CFS :. ,`'� XIST •'I �-' � - �'
( 1 76 -
E / �,�.. a ' t
1 ' RE I't': Z
. , ;' .KEYNOTE #4 & #5 , sa
� a CHIP SEAL / I ' , �r , '' 3 xss.
7A--- -_ - - _
.p rlo .. ', '•_ , .. �''.. �I' o. '. i'! - - / o. -- - I PHASE I I
i ��
,u, W. J,,....... _ .. PHASE II ,., ..:. w ,� - I, I
X! ..'. :v.: Q : OCR, /� ; �sw }� 1 EXISTING
rn". - T 1'.7EXI IN .- •.. ..tol... ..,i, .,:F2 /� HA$E1 - r-I.... / O
1 1 ,.c,:... 6 " �U .. 0.. 9 9 ( ST G) .. .. {rl. 7,,, Wt ; weu: L. _ _ i ' _ .. _
t:. „ _ w ' vr,a -,, ' D..� P / -- !.e; i �';.B1 FLOW PREVENTORFOR
», x: w.... n .. FL24 ;E:-.I5.97 XISTING •d :. ( i CITY OF LA FORTE
U �. " p NI PHASE II aW /�:! / / 1 v DOM FLOW
SERVICE d 1-
Ci o FL 30 W = 15.97 (EXISTING) ` C9 ";. x, w ,' " ! , ^r' snve e I- VTR LINE ) I . i I j F (R )
%ao x .::.. T4 19.99, (EX)STING} q .. m a: ' [ PHASE I. '' "Eu i ` I t.P ._. Q PHASE I J
x , FL 12 N. 16.00. PROPOSND . x . I �_ '_ _ - '( , I „ I „ KEY MAP PG: 580-E
m ( FL'30 E ='15.89. STING o' ( ) . I _ <t -' - t, ... /,.' '= C - , 4 ;} : EXISTING 6
a
:2),
.FL.36" W=15.84 (EXISTING). l- .,.'!'i,'!,EXIS! .,1 m
to ¢ , SAN. SWR TAP W ZONING LI LIGHT INDUSTRY.wM ',v.1. I �\ - ! SWR LINE , ,. {' _ , Ya�r'S.-.' I. R15o FL ` . 2 T '2Q.00 FL 12." N , iiC O (PROPOSED) . Fu" ' /1 , : /i / ' . ( f TO EXIST. 12o x i i : o?' i _ 1 '. _x_ LF ' SAN SWR LINE Q
20.00
- ,, u I <; HCAD # 040-278 001-0023 & 0040
- - -
P 19 822n /
. .TP 0.,02 PHASE I ' :
PHASE I v,. tPHA-
SF I
..'r „II
-82000024TP 20.0-\ $RASE IH
EXIST, IITCLP PROJECT # 12TP 19.8TP�Q.QQ RHASE I
4 1a E rSo STM.LINE O a
STM LINE TM'vH DPAYTECONCRE;:CONCRETE TYPE OF DEVELOPMENT: "STORAGE YARD EXPA
NSION"
Cd i
o.14 E bUNMANNED FACILITY
L1 �
8RBS RICTOR P 20 6�TP 2o.1s ,
' a aA..Q 1- s i
v JI' , ,. YTP20:�'7^ 160' TP20.17
x x f _1 �, r,, I I �� Rls DESCRIPTION OF LAND: Z _ H
9 � . PHASE I
2 $ ) I O -- dam.
! FLI .68 II - y EXISTING ( I Z Dr; aLDCK: suuDlwcs J. HUNTER A-35 d
O X ' 8 RESTRICTOR PIPE. I I �I I i W REcoaonno,: counrt: \, � in i
N 311' i i o VOLUME 40, PAGE 271-1 OF DEED RECORDS HARRIS U W 00
OWNERS - ALTON OGDEN JR. I
B-B HCAD-040-278-00170023 (F(1 Q ADDRESS: GTY: L"DERt N
FL 15.7, UNDEVELOPED ( \ I ( a 1500 S. 16th Street LA FORTE - m
�,q. FL i 1L
\ ; ''' :III CF 'AZn Q PURCHASER/OWNER: TIRE COMPANY: V , O
_ OAKLAND LAND &DEVELOPMENT, LLC Z 7 P Is
10' , A - �FLOOD STATEMENT:
ALTON OGDEN JR. ssrsacx
p
I `' Db ° I a) �I j ? I a o SUBJECT PROPERTY IS LOCATED IN UNSHADED ZONE
, I OWNERS
z HCAD-040-278-001-0038 W H
x l XxI I�II
I --
3 I � OF PROP --
( °FL 15.74 UNDEVELOPED Yj
p nXn AN AREA DETERMINED TO BE OUTSIDE THE 0.2/
rPL TBTM. w o°BB N.G. 16.37 ANNUAL CHANCE FLOODPLAIN. COMMUNITY PANEL
- zO E-
16 23U)
NO. 48201CO945L DATED JUNE 18, 2007. 5-17.00-
� -----15.00 NORTH ARROW & DRAWING SCALE xA'A 15.78° �
w: II T (4
�- , 13;I I
X FLI15.80 Y' C F,
I* SOUTH 17TH'$T. J) d I=
CAUTION EXISTING
t'! GAS LINE FIELD VER.
} CLOSED BY 1 INCH
xI q.12�a ( SECTION A -A ORDINANCE # 1751. = 30 FT.
SCALE V-601HORZ. s:, I d � FIRM NO 9501
' r;
- - - - -� REGISTERED ENGINEER: „. ., or .T�`��
>< 10 BLDC. SETBACK
( II , \ • ( G9 . 6. � - ..''S4.`••' -;)' 1
FND - - 9
T
- i FND :;� � '�'� ,I ' �`l;,' 1 iy: •.d'1
v s l `., �. SET
5�8,. IR 5J�8" IR I 5/gig IR - - c' r `
-- _
1 ...-.__... - .__ _ �I
- -�': .� ��-5 ja' IR I, PHILLIP E. JOHNSON A LICENSED PROFESSIONAL � �;,,,,,,,,,,,,,,,,,
-----------
k ! FL 15.85 '" •�, ', b. ,•A -_.+__ ..- _..-____ ___-_.... __-_____ _._-__ -__ - _ __. _ ._-_... ._-._. - -. _ I ,U �PHILLIP t3UG@IE ON
-_ _ _____ __ I ___- ,� - :r STATE OF TEXAS DO HEREBY I°HI
SOW 4,
/ -' ENGINEER IN THE S g;. .
------------- o?'< NERS BEARDENJEFF.&NAN Y----.._. _ ------ _ --- -_-_-
- - ` CERTIFY THAT THE INFORMATION PRESENTED ON THIS �/ sa6os :wry
06
-HCADNDEVE UNDEVELOPED 006 "t` MINOR SITE PLAN TRUE AND CORRECT TO THE BEST ���it s1cE4.
Ns�-'
DETENTION SUMMARY OF MY KNOWLEDGE.
TOTAL ACRES IMPROVED: 0.9876 AC 111 11116112
DETENTION REQUIRED: 0.45 AC-FT/AC LEGEND
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. F1`
1=
PARKING LOT AREA 1
l
Al = 19,131.3095 SF
-
Ala = 4.00 SF.
-
Al+Ala/2 x 1' DEEP =
9,567.65 CU. FT
PARKING LOT AREA 2
?
A2 = 19,085.6491 SF
A2a = 4.00 SF.
A2+A2a/2 x 1' DEEP =
9,554.85 CU. FT
3:1 DITCH W/ 4' BOTTOM
7 S.F x 50 L.F =
350.00 CU. FT
-�s
2>
KEYNOTES NOTES:
PROPOSED H.D.P.E STORM LINE PROPOSED 30' x 160' x 6" CONCRETE PAVEMENT; 1. THE LOCATION OF THE SANITARY AND WATER LINE HAVE BEEN
O1 #4 @ 12" O.C.; 3500 PSI; 8" LIME STABILIZED SUBGRADE OBTAINED FROM BLOCK MAPS PROVIDED BY THE CITY OF LA PORTE.
THE SANITARY LINE IS SHOWN AS 12 INCHES.
GAS NOT PROPOSED (27 LBS/SY) COMPACTED TO 95% MAX. DENSITY. C:2. NO ADDITIONAL SANITARY SEWER SERVICE PROPOSED
PROPOSED CHIP SEAL PAVEMENT (ONE COURSE); 3. NO ADDITIONAL DOMESTIC WATER SERVICE PROPOSED.
PROPOSED PHASE II O2 4 LIMESTONE; 9 CRUSHED CONCRETE; 8 LIME LO
CONCRETE PAVING 30' x 160' STABILIZED SUBGRADE (27 LBS/ SY) COMPACTED 4. PROPOSED IRRIGATION METER TO BE 3/4" x 5/8". CL X
41800 SQ. FT. TO 95% MAX. DENSITY.. 5. EXISTING DIRT SPOILS ARE OF HIGH PLASTIC AND ARE NOT 0 ~
U3 PROPOSED STORM SEWER TYPE °A" INLET 2 TYP. SUITABLE FOR CONSTRUCTION OR BACKFILL. DIRT SPOILS ARE TO _
PROPOSED PHASE II ( ) BE LOST WITHIN IN THE SAME PROPERTY, SOUTH OF PROPOSED ; F-
CONSTRUCTION AND GRADED TO FLOW TO THE REAR OF THE
CHIP SEAL PAVING PROPOSED 3/4" TS&V TAP ON EXISTING 8" PUBLIC PROPERTY.
38,216.96 SQ. FT. O WATER LINE FOR IRRIGATION SERVICE. (BY CITY) 6 z
6. USE OF PROPERTY IS ONLY ALLOWED BY TENANT OF 1500 S. 16TH IL J
PROPOSED 5 8 x 3 4 IRRIGATION METER N R.O.W. STREET. ANY CHANGE IN TENANT WOULD REQUIRE A NEW ZONING J
PROPOSED 2 OAK TREE O / / CI ) PERMIT. CL
J-(�T (7 TYP.) 30' O.C.E.W PROPERTY) BACKFLOW PREVENTOR (ON PRIVATE � W W
)
' PROPOSED 18" TALL INDIAN HAWTHORN �
HYDRAULIC CALCULATIONS FOR THE PROPOSED SITE FENCE DETAIL - 02 SHRUB (24 TYP.) O PROPOSED & CHAIN LINK FENCE; 2 1/2" GALV. METAL aJ
RATIONAL METHOD FOR RUNOFF: Q =CIA
POST; 18" TALL 3 STRAND BARB WIRECO
C = 0.75 FOR CONCRETE 149.9 L.F OF EXISTING 6' CHAIN LINK FENCE TO BE r
i = 7.03 (100 YR; Hydro 35/TP-40; Te 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)
0
.,
Intensity
AREA
TO
C
lg0year
A
Wds)
Al
Inlet
0.75
7.03
0.4805
2.53
A2
Inlet
0.75
7.03
0.4381
2.31
0.92
4.84
Cumulative
Pipe
Pipe
Pipe Area
Roughness
Hydraulic
Pipe
Max Pipo Cap.
Velocity
Area
TO
Area
Q (cfs)
Diameter
Type
In S.F.
Factor
Radius
Slopegir-f-sI
V
Al
Exist Inlet
2.53
12
HDPE
0.785
0.011
0.2500
0.0040
2.663
3.39
A2.
Exist Inlet
2.31
12
HOPE
0.785
0.011
0.2500
0.0040
2.663
3.39
ORIFICE CALCULATIONS
Q=CA42GH
D=Q2/2.25H4
C = 0.80
A =I2=0.111*n=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'
0 6653' 12 = 7 9836"
OREMOVED, SALVAGED, AND RELOCATED AT THE REAR CU o
OF YARD. RE: KEYNOTE 7A FOR NEW LOCATION p
CU
7A LOCATION OF RELOCATED FENCING. RE: KEYNOTE #7
0
O8 EXISTING DITCH BANK TO BE RELOCATED
THIS 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
WITH THE LAWS OF THE STATE OF TEXAS AND THE ORDINANCES
x SECTION B-B OF THE CITY OF LA/ RTE. ,
100 YR SITE DISCHARGE. SCALE: 1'-60' HORZ.
0.75 x 7.03 x 0.9186 = 4.84 CFS t = ; VERY. /f
/{// BY:
DISCHARGE W/ 8" RESTRICTOR = 4.09 CFS (15.5%) f 3,1/{� IRECTOR, LA ORTE
[ y 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
/11�/_ eda000ay� 119�)
HYDRAULIC CALCULATIONS FOR THE PROPOSED SITE
M STREET PROJECT - AEIS PROJECT NO. 11-0014
RATIONAL METHOD FOR RUNOFF: Q = CIA
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 1N CUBIC FEET PER SECOND (CFS)
MANNING'S EQUATION: Q= A 1.486/NR2/3S 1/2 (FOR SIZING PIPES)
Q (CFS), A (AREA OF PIPE IN SQ FT), R (HYDRAULIC RADIUS IN FT),
S (SLOPE IN FT PER FT)
100 YR
Number
Inlet/MH
C
I
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
6.780.494
2.34
-
D
Inlet
1 0.7
- 6.78
1 0.652
3.09
Inlet
to
INet
Qt
Diameter
TYPE
A
n
R
S
Q
V(f/S)
A
B
3.10
15
HOPE
1227
0.011
0.3125
0.0024
3.740
3.05
B
D
7AS
18
HOPE
1.767
0.011
0.3750
0.0030
7.763
4.39
C
D
2.34
12
HOPE
0.785
0.011
0.2600
0.0032
2.382
3.03
D
OUT
12.90
24
HOPE
3.142
1 0.011
0.5000
1 0.0024
13.098
4.17
ORIFICE CALCULATIONS
Q=CA42GH=
D=Q2/2.25H4
C = 0.80
A =12=0.111*n=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. FT.
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
HEST M S .
EXIST.
DITCH
60 L.F. OF 18"
60 L.F. OF I8�
RCP 60
OUTFALL
RCP CULVERT'
INLET W/ FRAME,
I FL 14.49 (W)
GRATE OR COVER
FL 14.43 (E)
TG17.56
78L.F.OF24"
FL 14.46
H.D.P.E @ 0.24%
INLET -.-
• . _ .
148 L.F. OF 12"
H.
P.E (j 0 D..3?O/
1
FL
FL 14.65.65
*U6E 6"
iRESTRICTOR.
PIPE
INLET
TG 19.00
FL 15.12 (W)
*EXISTINGCH
NE STO BE
DESILTED C 0.09%
217 L.F. OF IS"
H.D.P.E @ 0.39%
INLET
INLET __�,• TG 19.00
TG 19.00 i- , , 148 L.F. OF 15" ..�FL 15.86 (W)
FL 15.50 (N&E) H.D.P.I3 (40.24
STORM SEWER LAYOUT - 01
SCALE V = 60'
INLETS TO BE TYPE C W/ 36" x 36" GRATES
PROP. 5 8" TS&V TAP & BOX
OWNERS - BLUE FLASH EXPRESS INC. � / EXISTING HYDRANT
HCAD-024-202-041-0001 ON EXIST. 8" W.L. (BY CITY) , _ n ! , ) ,," )' Ill Ui
DEVELOPED i n :�vx , w Y g� s a , s. I- °o �-
T.B Al.�3 � � � �� �, � � a C4
17
r i - F' tit i,.�t) _ i n t ,yam y1{�, •. 2.�" -:(' '. � � l-
r• ,.. ' � 60'a, li,
0 1530
__ T •. , s. x 4 n @@ ✓, v. a ;aTs r sr+as a.`di`
326
2T WET «.,.. ) �'' . /1+ s rYy'%Ii"w`U's' ¢Fr P L'Y r..Y 'AY t" , Y•s �> • y s2
-F" • -e-
t
CAS '`` �" r �,` ROW LINE OF
8' WATER (FROM MAPS) 1'° ". 4
_ _ _ _ _ 16TH STREET 1 INGH =.30'FT.#t" , 1
41 15 40 15 80.1 15 40 15 65�'•� 2ss'To lL Ci,h... West
St.
y
11 �w7 � Al IJ � •. '•S d_ r v t y.. A.n>��`, IT oA�sdSVi Y t y -
\ CENTER OF ,. � �.i>!l�,� �, r . / ,�, ` �, s�' t?s , •�.
5 3 3A ' S 2 6 11' XIST.40' DRIVEWA a) s'
h oa)� ITu
X PROP. NE _ _ so R.o.w Q t<' " , (' �,"
-,i4 `') � ll t� ky+4Y 1' A' t �. f , 1 S f j._' sL r. •.
-- - _ �. 4
-771
. r i� �-R15' R15' d r. i. :\
s>r"r R1s Rls' KEYNOTES
------ -
-- - - _ 10
j5/S" I FL 14.960 ' ° j
5" C OH C, ,
,. _ _ •,`�� PROP 3. HIP SEAL PAVEMENT, W/ 1 RUSHED
11 °
TG `i�s� LIMESTONE; LIME STAB. GRADE AT 6 /o
"• TP.20.00 :y.' * 1• y.'r. TP20.00 O
. , , , � , , E W/ 8 SUB
*e Y d -o Wi p
r,
TP i.9:47 , I
-' :..,. * W .. W.`.. W WI' TP 18.99 .. ;� 1 . ``. rr:. ti....
?n' 9 OD. SETBACK T1p 20:00' 20.40 P 20i00 _ It
y _ T DRIVEWAY r r PROP 40 CONCRETE TO ASPHALT D
•arm ..: TP 1 18 X 18 THICKENED EDGE. ,a < ;_ ( 9 fil: a.
I \ o,. ,• TP 19.74 .cY - -=:._', ,b ';o _ i.. 1-,.,_Iri �, ,•,.tC[
/ v ', t.
to ' TP 19i94....fk
c+. x
TP2o.00. n PROP. 40 CONCRETE TO CONCRETE DRIVEWAY W +<ti
FL .ri TP 20:00 * 18 X 18 THICKENED EDGE.
TP 19;83 m CITY OF LA PORTE
(I I ' y 18" WIDE FULL DEPTH SAWCUT
KEY MAP PG: 580-E
• 50 ' i' . PROPOSED TRASH ENCLOSURE W/ 7" CONIC. PAD ZONING LI LIGHT INDUSTRY.
x ! I _ I _s , `i
o z :.: t, 4. OO AND FOUR CONC. FILLED BOLLARDS (TYP.)
-) ';" <e.' AREA. C..'.
!)READ �o � S:; W I HCAD # 0402780010025
! W 7 0.494 AC 0.625 :AC o oz . 7 5 PROPOSED 60 L.F. OF 18" RCP CULVERT (2 TYP.) CLP PROTECT # _-
! c r
� I"
2 34 CFS 3.09 CFS O, i
W) ! •Qs ! m. a 6 REMOVE EXISTING 24" CULVERT, AND EXISTING
(W I w I W O GRAVEL DRIVEWAY. TYPE OF. DEVELOPMENT: STORAGE YARD
(� (I C'
CN
°� CHIP SEAL I CHIP SEAL /
40f WOODEN CLASS C UTILITY POLE; 6, MIN BURY; DESCRIPTION OF LAND:
j 7
GALVANIZED ANGLE IRON CROSS ARMS; (TYP 4)
x , (,,'` . :. \,._,. . : i. i..,yJ riC• O .. :: i. LOr.. BLOCK: sueOihSav:
=' TRS 3 & A 1176 TOWN OF LA PORTS
! w PROPOSED UNDERGROUND CONDUITS FOR ?RECORaATIOR: COUNTY:
O i ABS 35 J HUNTER HARRIS
j v W ELECTRICAL SERVICE TO PROPOSED YARD
. :. .. AOORESS: CRV: t£HOER:
290' LIGHTING. TWO (2) PROPOSED 11 /4" SCH 4O 1801 WEST M STREET LA PORTS
-
�I
.144
PURCHASER OHN: TITLE COMPANY:
{ PVC CONDUITS; 2'
MIN BURY. OERAKLAND LAND &DEVELOPMENT, LLC
(300 L.F. x 2 = 600 L.F. OF CONDUIT)
_ -
W - - - - --- -TP-20550-- _ -- CfY - -
x (; ! - a ' - PROPOSED CHAIN LINK FENCE. RE: FENCE
i
I L o JTP 1 60- `u `'ti r 19 60 = fi 9 ,
DETAI
L L THIS SHEET.
�N ]
! j ,�" w cxzP SEAL j CHIPSEA
FL 9A PROPOSED 44' BI PASS GATES (2 TYP.)
I
I a O. �... PROP. 5/8 IRRIGATION METER W/ B. FLOW FLOOD STATEMENT:
! ( ch .; . ;' o ° . I O PREVENTOR FOR IRRIGATION SERVICE (RPZ)
XI ( SUBJECT PROPERTY IS LOCATED IN UNSHADED ZONE
w
")VAN AREA DETERMINED TO BE OUTSIDE THE 0 2%
ANNUAL CHANCE FLOODPLAIN. COMMUNITY PANEL
r,
Xlr�.- •
LEGEND NO. 48201C0945L DATED JUNE 18, 2007.
! FLj I¢ 4*
CONCRETE PAVING DRIVEWAYS
( ) REGISTERED ENGINEER:
I
LICENSED
150 :. 40' 60'' E ER I THE STATE F TEXAS
1
CHIP SEAL PAVING I PHILLIP E. JOHNSON A EN
1122525.33 SQ. FT. PROFESSIONALNGINE N S O S
.. a DO HEREBY CERTIFY THAT THE INFORMATION
7" CONCRETE PAVING
X I I O , . ' - .. _ ... .... � _ . _.. .,'. _, ...� ', • O.. r -' - ` ,. PRESENTED ON THIS MINOR SITE PLAN TRUE AND
FLI a, : 183.67 SQ. FT. (TRASHENCL.) CORRECT TO THE BEST OF MY KNOWLEDGE.
AREA � A TP 19 32 . ' r. 'AREA B .... 4
'.0:654 AC 0:918 `AC PROPOSED HYDROMULCH -
O I. .
_ _ _ _3 10_:CFS 4_36 CFS _ _ _ _ r _ _ _ _ _ W W 7,826.00 SQ. FT LANDSCAPING REQUIREMENTS:
UGE` UGE UGE UGE... UGE UGE _:UGE UGE'._ _ UGE._ UGE UGE - -UGE
- _ -. - - - _ - _ TOTAL DEVELOPED SITE AREA: = 130,400.00 SQ. FT.
TOTAL ROOFED OVER IMPROVEMENTS: = 0.00 SQ. FT.
I I � I• REGRADE/DESILT ;> ' �- I' 1 ��?' \; '.� ` � -I --,��� PROPOSED 2" OAK TREE (8 TYP.)
(130,400 SQ. FT X O
EXIST: DITCH @ 0.12°/D A6 7824
=
o. i REQUIRED LANDSCAPING: , = 7,824.00 SQ. FT.
1 - I PROPOSED 18" INDIAN HAWTHORN
FL 138
o WITH 3 . BOTTOM AND I
! N SIDE SLOPES .OF ,3 l ,
SHRUB (33 TYP.) PROVIDED LANDSCAPING: = 7;826.00 SQ. FT.
3:1 I a ro 3291 SQ. FT. ALONG M STREET
..
1500 WATT MH SPORTS LIGHT; 10' x 348' = 3480 SQ. FT ALONG EAST SIDE OF PROJECT
I 5' x 21 P = 1055 SQ. FT ALONG WEST SIDE OF PROJECT
480 VOLT; (12 TYP.) .
- - PROPOSED H.D.P.E STORM LINE NOTES:
ID 9LDC�SEIBACK .� ,`'J
(I 9 SE 1. NO SANITARY SEWER SERVICE PROPOSED.
PLI 44 TP o:o� . �!' TP ao s78 swlz SAN. SWR. NOT PROPOSED
j 5/8K TOP OF PAVEMENT 20.00 �0, 2. NO DOMESTIC WATER SERVICE PROPOSED
- Dw Dw - WATER NOT PROPOS TN
°rO (-3 STRAND BARB WIRE
2 1/2" GALV. METAL POST
o *PROPOSED FENCE TO BE 7'-6"
TOTAL HEIGHT
IM
FENCE DETAIL - 02
ErB
/ 10'
sAcx ;
OF PROP
.-PL I j 3' BTM.
LG. i
3.1
i
13'
;
TYP DITCH - 03
i' 1'i1- r.
(IiaC�:'Pe.�C%ped)
WEST N STREET.
(80' R.O.W)
CLOSED BY ORDINANCE # 2890
OWNERS - ALTON OGDEN JR.
HCAD-040-278-001-0023
PROPOSED 1500 POWELL RD.
PROJECT
F'' 3. PROPOSED 5/8" IRRIGATION METER.
TEL TEL NOT PROPOSED 4. NO GAS SERVICE PROPOSED.
_E E - PROP. OVERHEAD ELECTRICAL LINE s. No PROPOSED BUILDING.
6. SEPARATE ELECTRICAL PERMIT AND INSPECTION REQUIRED FOR
UGE PROP. UNDERGROUND ELECTRICAL PROPOSED YARD LIGHTING.
GAS GAS NOT PROPOSED.
• PROPERTY CORNER T SIGN
4- FIRE HYDRANT WATER METER
GUY WIRE WATER VALVE
0 MAILBOX 15.55 SPOT ELEVATION
. MANHOLE FL=12.39 FLOWLINE ELEVATION
-. POWER POLE T.B.M. TEMPORARY BENCHMARK
THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS
APPROVED THIS SITE PLAN AND DEVELOPMENT OF A "STORAGE
YARD" FOR OAKLAND LAND & DEVELOPMENT IN CONFORMANCE
WITH THE ORDINANCES OF THE OF ORTE.
l BY:
�/23,)'j/ DI CTO , LA PORTE
PLANNING DEPARTMENT
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)B NO.
11-0014
AWN BY: RC
<D BY:
PEJ
LE:
C1.OR5.dwg
,ALE:
1" = 30'
NTE: Tue, Nov 20 2012
NG:
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