HomeMy WebLinkAboutOAKLAND LAND & DEVELOPMENT SITE PLAN (6) s .,TwtT'+ I < � ..
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OWNERS - BELLE EXPLORATION INC -' . >i
BELLE EXPLORATIONINC
SOUTH 17TH ST. "�`
OWNERS
040-287-001-0025 (60' ROW) 040-287-001-0025 p ,, L LLI
6 PROPOSED ,'M„ STREET PROJECT ' CLOSED BY _ DEVELOPED1 n , ; { , xY 1 ti m ,' Jr 'G;x v v RDINANC # 1751. h,l\ I _.I:!::. x o a: Q
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r 1 PHASEI EXIST E ST i
3 1 G-' "W TER LINE < w,
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- PHASE,I EXIST CHIP SEAL CONCRET
I ! '. -.'c .' - P P. ED•: I ,'.:. -., �? -;:�a,' � 1- :: -.+ •...:. � ,,.. rr.n-s
PROPOSED RO OS / / 4.. 1
. TRASH ENCL. ,'
7A "{ .. EXIST , . " SWR LINE ; .Y.
PHASE! � _ , 7 ,_.. .:_— I, . : .. �v" q ..n , ;1,•.;. i � ,.s�.,,x. ,,>,_
C IP SEAL-, . .. CHIP SEAL H nW i
EXISTING DITCH x t+ G G l.r .� _ C N LINK
AVEMENI , . „ . S PAVEMENT Ii
WTTH 3 BOTTOM AND _ -
FENCE 1 L a :_
f- PHASEI gg M _ g)x
p .� I .... . -, � '. :.. 1.' l a.i' 3. . », ,:M.'+,bw ^• '.A
SIDE SLO_ES OF 3._ .. % / ' r :_...
r EXISTING POWER POLE 1
2 E T ET 2 u ( _ o FL 50 , s-
XI ,.: , 1. .S-., I ..:F: ..A '1
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O NANCE #28 0 -. . _ ., loo' % 25' 20' 3 � �,n :.,-
,. CLOSED BY RDI 9 281. ,. '131' 5_- Q � � � � . .
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255 : '� ;.- f / �
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1 r C
13 PHASE II PHASE ; ,: -.I- ,-=
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3 OTTOM .PROPOSED l
PROPOSED :� . o 7 i , ^�I `
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INLET2 ... .. .: .INLL'T 1 i - ; , ✓ r' '!y" �:, • i' F-r 1 (. ,: . , x,
0 ;' (i PHASE I
FND ----- _-- ---.— . ._._ rn -.__,: -•-�--r. ; '.—_, —< = —:'. PHASEI
•_ ING ---
F 16.35 S . FL 1635 (S)S EXIST FNL « :
L ( ) ) PHASE! V 1 PHASE! EXI ING FIRE HYDRANT
5 8 IR ,,J . ...._. . .. . ._ .. :. .. .." .. . . ,_.. li: i' x! , p � ST R �,.,.;
2' I . f i': BUILDINGi/ \ :5/8" 1L
. '34.9 92.4' 95.6 3 I EXIST v
� / / y I liX.1ST a , I I l i �.,3I:
c K.
INLET L
FL .56 ,. .: :. ? PHASE !I , N <::... ` .
1 0,4381 AC 0.4805AC....1. H9 ! I n PROPOSED IRE METER&TAP .Y
,
/
2 31 CFS 2.53 CFS RE: YNOTE #4
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0 0
i cv d• _ -..>,. . . . .. <t ^✓,•I rn i — — I I PHASEI I � Z
NI
s" � tl � ! EXISTING''1" WATER METER W/ -
! / PHABE I ..
ml x, W,q) p' R.: , PROPOSED 8 RESTRICTOR p F " " '. ! « B. FLOW PREVENTOR FOR LA PORTS
I PROPOSED 8 RESTRICTO t=1 7 41'vy d
c cr' 6 (s+W " .. . . ". .:W - , ' V1', .a / ', I .' 1,.__....
I a REDUCE FROM 12 TD 8"HOPE : REDUGE.FROM 12'TO S HOPE x a ( I - DOMF�STIC SERVICE
0-i 'Yu a ul al : can }`WTR LINE 1 ¢.' ' RPZ) PHASEI KEY MAP PG 580-E
rtQ` AND CONNECT TO;EXISTING INLET' 'o a AND CONNECT TO EXISTING INLET . . . t A �I W PHASEI • N_ '• C
cl a , ING 6 U
CITY OF
o-. ao x. ::. TG79. 9 EXISTING TO 19.92 EXISTING} 11E'i y — - a - EXIST
rn n ) o . I L. .., .:
Fli 24,,.E =15.97 XISTING : ..: ..: .•. .,:: .: `. 7 / 'i " /- 4„': I I ., _ j I C SAN SWR TAP ZONING (LI) LIGHT INDUSTRY. W I FL 30" E:= 15.89(EXISTING) NI
rn LrJ Q . . (E ) \ SWR LINE i €
¢ FL-36"W= 15.84 XISTING . €„ FL.3.0”W— 15.9T;(IsXISTING) \; I TO EXIST, 12'
, SAN SWR LINE Q_
1&'20.00 2 FL.12_.N -.,16.00(PROPOSED) . FL.12 N 16.00(PROPOSED).' q I- - - HCAD # 040-278-001-0023, W 0040 --
o <, _I-: , I TP 19.82 q q TP 19.82 ;; CLP PROJECT # 12 82000024
x C 81'€ %' TP 20.00 PHASEI TP 20.02 I TP 20.02 f + PHASE : PHASE ! T PHASE 1: ( PHASE'I I U -"
p1 6 PRASE I !. '`t/
O
t j x 1' EXIST ! a
¢ 1.- a_ _ c_. _. EXIS1 EXIST:. _ EXIST._ �, EX IJ' t I rr u
o . :,:.t sTM LINE coNCRETE CONCRETE , .'STM L1NE STM MH IDRItiEwAY` 4,,I TYPE OF DEVELOPMENT. STORAGE YARD EXPANSION
o .�:.` .iiic n5. :ai O .h .C. 1" GJ ..
w m E! UNMANNED FACILITY
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� O x ' a PHASE! ` t a ,c:-� ,II ,
-I EXISTING �,, L r u-..,:5, t - -- — ...__ .__. �------- ` - -----,—_� - ._— L / :� 'vJ I. !
qq OUTFACE / `L -:;. � ---- - _. i '- I !
TP 20.18 60' TP 20 17 ( I` y-R15' DESCRIPTION OF LAND: Z a�
PHASEI I i I N OT: eLOCX: SUEDI45 qd: .-- —, d
EXISTING i J. HUNTER A-35 U1
f3 ✓I FLI 15.68 I 8" RESTRICTOR PIPE. + . ( W RECOPOATIC4 C CCJttT'C ` ` ��
O x ( VOLUME 40, PAGE 271-1 OF DEED RECORDS HARRIS \ \ W C'I N
! p ADDRESS: Cllr: t°rvDER: N ,
OWNERS - ALTON OGDEN JR. 311' ( F p
HCAD-040-278-001-0023 -
UNDEVELOPED lUtE r , ,h I ( I z po P RD 1500 S.R161h Street LA PODu n�r: v l(1 C
g OAKLAND LAND & DEVELOPMENT, LLC - Lt
t-
lo' (A 4 A :•�I �) ° o FLOOD STATEMENT: 2 0 SC o
`•• '?I ,# "- ,• SEI,HACK j„ • . r,.' . Q g a OWNERS - ACTON OGDEN JR. ,.� �' w m < <:, a a SUBJECT PROPERTY IS LOCATED IN UNSHADED ZONE „� �''
FL 1 74 ' I z c3':� HCAD-040-278-001-0038 aI �I I ; a i I w "X" AN AREA DETERMINED TO BE OUTSIDE THE 0.2% c p d
! of PROP �` w UNDEVELOPED oI I ANNUAL CHANCE FLOODPLAIN. COMMUNITY PANEL
3'BTM. r o I ! U L_ d'
N.G
17.00
NO. 48201C0945L DATED JUNE 18, 2007. U_°
u I
pWct I O 1l 15.00 ' z x c;` i i �- a `� ca
� .
, NORTH ARROW & DRAWING SCALE x N
A-A 1s 78 '
I I1 j 0 15' 30' 60' it Z13'
x_-- O I'
j F I%sso' ;t - SOUTH 17THST. ¢ CAUTION EXISTING• "1 O
El l SECTION A-A I- CLOSED BY ( I ( GAS LINE FIELD VER. 1 INCH = 30 FT
�e1751. -H
. FIRM NO 9501
x q + ORDINANCE # 1751. -
t 1 SCALE: 1'=60 HORZ. v
U . 1 1 41 PERT. ' I O r*
REGISTERED ENGINEER: o OF `d
_— - -- � 108ID6: SEfACK i n V1I , S......"U....e�'.I-�2
FND (, , :.;> —_.. —FN ----- FND ! bCC
I) :------'---- _ " � SET : 'I I�,- ,, �'
- 5/8;;IR ��`r 15/s°IR I, PHILLIP E. JOHNSON A LICENSED PROFESSIONAL i}:......................:*.�
5/8' IR, • ( S/$ IR -- I f i
•'.' '�� — .. !: , ( �FHILTEOFTEXASDOHEREBY LIF EUGENE JOHNSON
>!I FL 15.85 `�'• : .1 b. + ---- -- -- .... 58605 ...
OWNERS - BEARDEN JEFF&NANCY _ - I �` CERTIFY THAT HE NENGINEERINTHESTA ORMAT ON PRESENTED ON THI �% `- '�
-- H 06 ,'a BEST
'
CAD-040-27s-001-0o MINOR SITE PLAN TRUE AND CORRECT TO THE B ��ssrCEN...
DETENTION SUMMARY UNDEVELOPED ' C�2I.
O OF MY KNOWLEDGE. n4
TOTAL ACRES IMPROVED: 0.9187 AC
DETENTION -REQUIRED: 0.45 AC-FT/AC _ LEGEND KEYNOTES NOTES:
0.9187 X 0.45 = 0.413415 AC-FT
0.413415 AC FT X 43560 = PROPOSED 30' x 60' x 6" CONCRETE PAVEMENT' 1. THE LOCATION OF THE SANITARY AND WATER LINE HAVE BEEN
TOTAL DETENTION REQUIRED 18,008.3574 CU FT = O #4 @ 12"
PROPOSED H.D•P.E STORM LINE 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.
i'--3 STRAND BARB WIRE (27 LBS/SY) COMPACTED TO 95% MAX. DENSITY.
El TOTAL DETENTION PROVIDED: 19,112.4793 CU. FT GAS NOT PROPOSED 2. NO ADDITIONAL SANITARY SEWER SERVICE PROPOSED
n; PARKING LOT AREA 1 2 1/2"GALV,METAL POST PROPOSED CHIP SEAL PAVEMENT (ONE COURSE); 3. NO ADDITIONAL DOMESTIC WATER SERVICE PROPOSED. LO
Al = 19,131.3095 SF PROPOSED PHASE II O 4" LIMESTONE; 9" CRUSHED CONCRETE; 8" LIME E ti
Ala = 4.00 SF. CHRAIINP°INK FENrCE To BE '6" a CONCRETE PAVING 30' x 60' STABILIZED SUBGRADE (27 LBS/SY) COMPACTED 4. PROPOSED IRRIGATION METER To BE 3/4"x s/s". X
Al+Ala/2 x 1' DEEP = 9,567.65 CU. FT A . a 1 800 S . FT. TO 95% MAX. DENSITY. O I-
Q 5. EXISTING DIRT SPOILS ARE OF HIGH PLASTIC AND ARE NOT
SUITABLE FOR CONSTRUCTION OR BACKFILL. DIRT SPOILS ARE TO Q) (j j
PARKING LOT AREA 2 �3 PROPOSED STORM SEWER TYPE "A" INLET (2 TYP.) BE LOST WITHIN IN THE SAME PROPERTY, SOUTH OF PROPOSED >
A2 = 19,085.6491 SF PROPOSED PHASE II CONSTRUCTION AND GRADED TO FLOW TO THE REAR OF THE in Z
/ CHIP SEAL PAVING PROPOSED 3/4" TS&V TAP ON EXISTING 8" PUBLIC PROPERTY. Q
A2a = 4.00 SF. _
A2+A2a 2 x 1' DEEP = 9,554.85 CU. FT II, : 38,216.96 SQ. FT. O WATER LINE FOR IRRIGATION SERVICE. (BY CITY) 6, usE of PROPERTY is ONLY ALLOWED BY TENANT of lsoo s. 16TH
! i? I 0 OS�D Ztt (g A (Z STREET. ANY CHANGE IN TENANT WOULD REQUIRE A NEW ZONING 06 Q h�
WATER LEVEL FOR DETENTION: 20.00 - 19.00 _a I- PROPOSED 5/8 x 3/4 IRRIGATION METER (IN R.O.W.) PERMIT, L1
e. 3t� bC .cam. O5
WITH A RPZ BACKFLOW PREVENTOR (ON PRIVATE 0-3 W
PI�OP OSED 1V FA'L'L- INWl4014AU1Tl�o XOO PROPERTY)
HYDRAULIC CALCULATIONS FOR THE PROPOSED SITE g� S�Z� ��
} RATIONAL METHOD FOR RUNOFF : Q = CIA FENCE DETAIL - 02 O PROPOSED 6' CHAIN LINK FENCE; 2 1/2" GALV. METAL J .�
C = 0.75 FOR CONCRETE POST; 18" TALL 3 STRAND BARB WIRE
i = 7.03 (100 YR; Hydro 35/TP-40; Tc 24.85 MIN.) and A is in acres 149.9 L.F OF EXISTING 6' CHAIN LINK FENCE TO BE C
Therefore Q is in cubic feet per second (cfs) SECOND (CFS) ( )7 REMOVED, SALVAGED, AND RELOCATED AT THE REAR _C0 O
OF Y. RE: KEYNOTE 7A FOR NEW LOCATION 1 q
MANNING'S EQUATION : Q = A1.486/NR2/3S1/2 (FOR SIZING PIPES) �A�s>- (U r
Q (CFS), A (AREA OF PIPE IN SQ FT), R (HYDRAULIC RADIUS IN FT),
S (SLOPE IN FT PER FT) 7A LOCATION OF RELOCATED FENCING. RE: KEYNOTE #7 O
ORIFICE CALCULATIONS
Intensity Q = CA ,I 2 G H =
O EXISTING DITCH BANK TO BE RELOCATED
AREA TO C 10ovear A_ Q(_Ps) D = ç2 / 2.25H 4
cLL Al Inlet 0.75 7.03 0.4805 2.53 0.80
C = 08
A2 Inlet 0.75 7,03 0.4381 2.31 - JOB NO. 12-0018
0.92 4,84 A = 12 = 0 12 .111* n = 0.3491 THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS
H = 19.97 - (15.97 + 06667) = 333 DRWN BY: RC
APPROVED THIS SITE PANAND DEVELOPMENT OF OAKLAND LAND &
Q = 0.8*0.3491 42*32.2*3.33 = 4.09 CKD BY: PEJ
D = 4.09 z / 2.25*3.33 4 = 0.6653' DEVELOPMENT STORAGE YARD EXPANSION IN CONFORMANCE 9
WITH THE LAWS OF THE STATE OF TEXAS AND THE ORDINANCES FILE: CIO.dw
Cumulative Pipe Pipe Pipe Area Roughness Hydraulic Pipe Max Pipe Cap. Velocity 0.6653' x 12 = 7"9836" OF THE CITY OF LA PORTE. SCALE: 1" - 30"
e, Area To Area Q cfs Diameter Type in S.F. Factor Radius slope Q(cfs) V(f/s) - 1 gj - Sep 27 2012� DATE: Thu,
Al Exist Inlet 2,53 12 HOPE 0,785 0.011 D-2500 0.0040 2.663 3.39 100 YR SITE DISCHARGE
A2 Exist inlet 2.31 12 HOPE 0,785 0.011 0,2500 0,0040 2,663 3,39 0.75 x 7.03 x 0,9186 - = 4.84 CFS BY DWG
DISCHARGE W/ 8" RESTRICTOR = 409 CFS (15"5%) 7 ( DIRECTOR, LA RTE nn
PLANNING DEPARTMENT Li 1 I .
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