HomeMy WebLinkAboutPHOENIX SERVICES SITE PLAN (7)32,50'
47.50'
�zwg
25'
0,5038 ACRE TRACT
BLK 696
MAURICE EVANS
I
I
SET 1/2' IR,
'CH. LINK FENCE
PROTRUDES OV R
BUILDING LI E
NON CONFORMI G-" .
PROT�UDES OVER
B FLDING LINE
NON CONFORMING
4
i 1
MAHIJ CARTER TRUGT
VOL, 530, PG, 306 HCDR
AUUST 31, 1921
FND, NORTH - 447.50'
CH, LINK FENCE I L I -
\77777
\ \ \ 20.41 0.56
EXISTING \ �(O
NOPY \N \ 21.53 �TEL c'ti,S9- S 20.64 C 20,94 ,�s9 10' B.L. CA
20.52 0.57 12 C
I \
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L��C(u.�csE�o( a�+Gv t:t i1Lo¢c 6�/8 i R=10'
V / \ x�
° �Fti 6 P
L KFNC J ww
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CONC 0 ��_ `Q , r � n+ m i I EL=17.80
N T EL= 0.94 r O o
-I Iz L20.58 20.43. I o\T� cx,\ O
\ L=20.Si
20.34 OR
m p 5 2020.67 20.34 20.52 20.15 o - 0 16' ALLEY VACATED, ABANDONED AN CLOSED BY K. 673 \ 0 I
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FRONTAGE
32,50'
1919
25
TOP MANHOLE
•1 IN-
SIG
0;-
9.99 19.92
. . . .EL= 20,56'
= 9.92
EXISTING
IS' OUT-S
15' SANITARY SEWE�,E,- q,g
10"IN-N
I.E: , I050
WATER
I•tETJ:R_
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(;�NCy_D�W
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-
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20,40 ELn19.67 20.41
20,76 20.78
EXIST. F.H.
-J
'J
IJ
3'
t
TOP OF SLOPE= 20A �2'1'^
I.E. DITC is f
FOLLOW EXISTING GROUND
�1
3 #3 BARS @ IS' O.C, B/W FL OF EXISTING
5 SACK CONC. DITCH
EMERGENCY ❑UTFALL
N.T,S,
1
n '
i
}
0
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WATER
METER
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' 24 rcP = 0.01
in a °i EL= R=i0'
v-
UI � N o m \ 2 I
\ n 4 ICJ N ND
O m
(v 1 COURS INVERSE PENE�iRATION ASPHALT �
(� W/ COAT D ROCK I G
nr cx 0
rm
-
10' B.L.
8' GS 200
40'1' m0 CITY OF LA PORIE ORDINANCE No, 1 2 ro
CD
0 IO2041 19.99 I CD
mLtj DRAIN AREA
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PROPOSED LIGUSTI
UM HEDGES
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29,00
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m-a m
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5' BERMTOP
- TOP OF S
OPE= 20.5
a F
SLOP-
Wm
A
x
a
7)
DETENTION POND
>REMOVE 6 RELGC E FENCE �.• --/ /
// //30,00 N 17.8 ' . a: n EMERG N YI•J0... ,_ • ' .. • S' TRI kECHANNELo .�j LE.=1Z A .. ap •N 4p
V wo .. •• .. • e .' . 7 6 •. y�" OUTFA L ,m.
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Q TOP LOPE " TOP 0 SLOP \ N N
m 0 O,y 20' BERM
c' RELOCATED FENCE F( �' o
ELOCATED FENCE \ m
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VP
FND. 5/8' IR
CO-.-
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'OWER PDL
m
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EDGE ASPH ,
60 R.❑'
25'
25'
25'
25' EDGE CONL
05CI:6 25'
20.16 25'
25'
25, Ow
25'
al
25'
25'
25'
25'
25' [.E: l7
n 25'
EL=20.99
i
S. T.
94
DES
EDGE ONC.
L
0.03
20'08
ZO.t6
FND, SOUTH.
/
- 447,501,,G.
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RESTRICTOR
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C�W�R_(.jN
S.W.B.T.�I�4
. . . . PEDESTAL I �.
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TOP M NHGLE EL. .32
10' T S I.E. 11.3
10' SANITARY SEWER
D/W.
POWER POLE
�y._1Q',
$,AJT,ARY , _
, . _ . .
t.-.'
.'P'10'
-W I.E. 11.38
METER
CO l�y D/W
METER
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�. _ , • _ ,
10.6
-
•�+-�'�
_
6.61 17.2 I.E: t7.05
I.E: 17.42 _ I.E: 17.29
LE = 17.16 _
� _ _ _
- 0
F
_ _ _ _ 0 _
��
_ _
CONC, RIP RAFT
n
_
2'x 2' GRATE
rr
2066 2'x 2' GRATE 20.66
F((°
20.43 EL-19.87 20'52 ,y EL. 19.81 °llrc 0.836 ACRE TRACT •ac9 •sc�. °
O c y e WEST 1/2 23RD STREET (
FcF
\ OSIGN 'vi ((r'� 9 KAY CARTER FORSTAN oE1=20.68 OEL=20,48 CLOSED BY HARRIS COUNTY <o�sAy
EL=20.19 20,72 20.81 20.95 2094
aoTo P
\ f�OCf (Fd� op F(dcF' CITY OF LA PORTE �r°cF ffacF9 APRIL 8, 1935 Nm 00
e 9sA ao qs Prs fq MARCH 5, 1980 N
r bD O
23R 96Qy STREET ti HCCF NO, G463858 0 ti O s =
� FCC Nf tom(♦ ,9fA O(` 0,,Pq �S•Oy N 9
calos s, c}! y (j�H dj'S' `f ,iyH 40
6'
e
EXISTING CITY WATER LINE
\ EXIST.
T. F.N.
2' 7,5'
1 TOP OF SLOPE= 20.5
7
3
#3 BARS @ 18' O.C. B/W _T
5 SACK CONC. #3 BARS @ 18' O.C. B/W
8' WIDE DROP CHANNEL
(TYP.) TRICKLE CHANNEL
N.T.S. N.T.S.
an'
20' BERM
TOP OF SLOPE= 20.5
W.S. 20.4
CD
HYDRO MULCH ALL DISTURBED U0 I.E. @ SOUTH END 17,85
AREAS AND SIDE SLOPES N
OF DETENTION BASIN 1�- ' , . .• • _ 1
3 T ICKLE CHANN L 3
7,5' 5' 7,5'-
DETENTION BASIN
N,T,S.
1 COURSE INVERSE PENETRATION ASPHALT
.., nnw-rrn nnry
PAVING SECTION
N.T.S.
5' BERM
TOP OF SLOPE= 20.5
POWER POLE
THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS
SITE PLAN DEVELOPMENT OF THE PROPOSED MINOR DEVELOPMENT SITE PLAN
BEING LOTS 17-32 & EAST 59' OF LOTS 1-16, BLOCK 673, AND ALLEY CONTAINED THEREIN,
AND THE NORTH 47.50 FEET OF 'B' STREET, CALLED A 2.0546 ACRE TRACT OUT OF THE
T.W. LEE SUBDIVISION, IN THE RICHARD PEARSALL SURVEY, A-625,
HARRIS COUNTY, TEXAS IN CONFORMANCE WITH THE LAWS OF THE STATE OF TEXAS
AND THE ORDINANCES OF THE CITY OF LAPORTE.
ATTES -D IRECT❑ , LA P❑RTE
BY:__ G -------- PLANNING DEPARTMENT
LA PORTE CITY ENGINEER
FILING DATE:
PLAT ACCURACY CERTIFICATE
I, H. CARLOS SMITH, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS
TO PRACTICE THE PROFESSION OF ENGINEERING EBY CERTIFY THAT THE
ABOVE SITE PLAN IS TRUE AND CORRECT) A _ RSF EARINGS, DISTANCES,
ANGLES, CURVE RADIUSES, AND CENTRAL A A'R ATELY SHOWN
ON THE PLAT. a `
H. eCAOS MI
TEXAS REGISTERED NO, 31 327 REVISED 2-16-06
D/W, ADDRESSES, SHED
'D' Ave. SITE
N
Y N d
N D N
Z
W. MAIN
VICINITY MAP
N,T,S,
KEY MAP Pg. 540W
LAT NORTH
Q= 2.c
. cfs
NEW IIPERVIOUS
AREA:
27,710
Sq. Ft. = 0.636 Ac.
Dente
ition @ 0.20 AF/AC
= 0,1272 AF
5,542 CF
PROVI
IED = 5,546 CF
3.14 CF/F
EXCAV
aTION QUANITY
Dente
ition Pond = 233 cy
End A
'ea = 2.5 x 12.5
= 31.5
Avg. L
ength = 200'
Volum
= 31.5 X 200
= 6,300 cf.
= 233 cy.
3
�3 7
i' ---}-- 5' 7,5' -- 1
LANDS
:APING REQD,: 2%
Buit,
Ings = 3,200 sq. ft,
2%
= 1,7900 sq. ft.
No
andscaping Reqd,
PRO
1IDED - Front 640 sq, ft.
23rd St. 4,440 sq, ft,
'C' St, 2,800 sq. ft,
PARKIIG
CALCULATION
MAN
IFACTING 4+3/1000 sq. ft,
EACI
BLDG, 4+10=14x3=42
RED
IIRED = 42
NE\v:PARKING
AREA = 16
PRO
/IDED = 44
HAN
iICAPP = 2
NOTES:
1, Subject
o Ctly of La Porte Ordinances.
2. Property
ties In Zone X - Outside 500 year
Flood Zor
2 as delineated on Fema
Map 4820
'0945 J, Dated Nov. 6,1996.
3. THIS PRO
ERTY IS IDENTIFIED UNDER
HARRIS IOUNTY
APPRAISAL DISTRICT
ACCOUNT
NO's 024-074-072-0001 &
024-074.
072-0003.
6t)2 o-,I
MINOR DEVELOPMENT SITE PLAN
SITE ADDRESS, 3000, 3004, 3008 Nor sh 23rd St,
OWNER, Phoenix Services
DEVELOPER, Phoenix Services
ZONED, Ll
TYPE OF DEVELOPMENT, Yard Space & Equip, Storage
ENGINEER, H. CARL❑S SMITH
C PLAT REFERENCE VOL, 67, 'G. 1, H,C.D,R. )
2,0546 ACRE Tf ,ACT
BEING
LOTS 17-32 & EAST 59' OF LOTS 1-16
BLOCK 673, and ALLEY COP ITAINED THEREIN
AND
NORTH 47,50' OF "B STREET
OUT OF THE
T,W, LEE SUBDIVI I❑N
RICHARD PEARSALL SUR"ti EY, A-625
HARRIS COUNTY; LA POF TE, TEXAS
DATE: H . ARLO M I TH SCALE:
EN
02-06-06 1"=20'
DRAWN: GINEERS AND SUF VEYORS, INC. CAD FILE:
JFB/BF P.O. BOX 529 HWY. 146 3249-06R1
LA PORTE, TEXT 77571 SHEET 1 OF 1
PROJE Tt 3249-06 PH. (281) 471-4226 FAX 281) 471-4228
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MAURICE EVANS
32.50'
I
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CH. .INK FEN I -
PROTRUDES OV R
BUILDING LI E
NON CONFORMI
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3000
(Jl z o 20.62 20.15 20.63
1 CH. LNK. FENCE
C� �U 0.9SIDEWALK GRASS AREA20.861 60 201 n
i- m C
N 20.46 20.47 20.45 20.46
m
d o L
I �
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b� ( m c
P N n \
EXISTING CRAPEMYRT E5
ALONG FRONTAGE
32,50' V. 1111-119.9 ED 25
SIG 9.99
TOP MANHOLE e-
10 IN W
39.92
0•
EL
IN-N 3/4'WA R EXISTINGis -sIS' SANITARY SEwE�E,- q,g 1050 METER_ , , _ , , CNNC_D/W
I.E: 1665 -p_ I.E: 16.16 F�-
�n<! d 2' 1 2' GRATE
/ rf 20,40 EL=19.67 20.41
?icy
20.76 20.78
F
c�@@o fpy
O Dt_-
Fcf9�q e( /9uA's -
oy's o�
WATER O
METER
EXIST. F.H.
F Ws,= 20.7
TOP GRATE=19.90
170' x 175' x 0,8' x 0,33' = 7,854 cu-ft,
= 0.180 Ac-ft,
TOP OF SLOPE= 20.6
2'
#3 BARS @ 18' D.C. B/W-/ J
F<OF�EXISTING
5 SACK CONC.i DITCH
EMERGENCY ❑UTFALL
N,T,S,
MINIMUM
7
PROT�UDES OVER
B ILDING LINE
NON CONFORMING
w
MAHIJ CARTER TRUT
VOL. 530, PG, 306 HCDR
AUUST 31, 1922
25'
FND, NORTH - 447,50'
\ \ \ \ 0.56 TOP 20.7 -
20,41 O O OP 20.7 O
EXISTING TEt=2B.59- O�C ems_ e rm_ _ari n \ o z EL 1 24 cP
lO' B.L. ( CANOPY \N - 20.57 20.64 -194 S9 I P _ _ _ _ 413P"IPPEDID/
10 B,L,2 4520.52 0.57 1 C I �O oti�0,A14 13 2D,312H.2511 10 *A�Trti 9 7 6 5 4 3 2 1 yCEXISTING MATERIAL TO BE REMOVED &
`e'NPN SI
AND ADDE REGDDIADETIONALL MAT RIAL AS REQ I ED ACE ISALVAGED MAT RIAL O w I BLKr ]673 TO COVER�THIS ENTIRE ArEA, p m FL 24 RCP
�j ° m Y w EL=17.80
EDGE CON 0 u o z
7/ P EL= 0.94 0 m
FTC=2as1 0.43 -V4yA NPN�IrCP� �� w o
_, o
20.34 p•
20.67 20.34 20.52 20.15 0 0' 16' ALLEY VACATED, ABANDONE AND CLOSED BY I rnl!DSE INVERSE PENETRATI ASPHALT � � Q N
L7
Q �
J
Z) 0-
z 0
H Y o
U 0
(U
O
XJ lj
Li CIA
18 I
Ozjo 19
FF EL=
1-15 3004
40.1'
EWALI _.I
GRASS AREA
40.1• CITY OF PORTE ORDINANCE o, 1252 G- W/ COATED ROCK
20.41 19.99 N n V J iu
�� (�� DRAIN GE AREA
0
� P I W �e
L7 A
H J U8 Z �` _ �O� TI]PAREA24RA TE m m 'm a A `�F,9,
-J I N �.(� S ( mz O ® EL, 19,90 n ci I (r°' to Z
U EDG 0 92NC m O Y (11 • 11 r m 15' UT \\ N
Q iIf S '�,` o I.E. 8.08 w
z 0- , OTOP CONC no ^^�i 2.5r 0 EMERG
H Y V) �o OTDP CON EL=20,56 (� > ` V \\ s ; • •� •'
m x( N m w EL=zo.2s� I �� I I ` 're OUTFA
20,67 20.24 20.42 o U o x Q \\ �I
U
L`S PQ m N
U p INSTALLED VYNL
Z O PRIVACY SL TS.
20 ( 1 ( U 22 23 Ire 24 N 2D.2 E25 26 I 7 28 I 29 % 30 131NCE. 3
FF EL= 2115 " s i
20.64 20.20 20.36 / / BACKFF((ILL HPDE
�*Q I 2s W/2 $ACK/TGN J,a I w
�O EXISTING CEMENIT STAB, SAND
3008 DUMPSTER REMOVE &RELOCATE FENC mz \ Cn m0 uQ
It
CH, LNK, FENCE 401' 20.17 � m o ru \\ O
Ft 20.17 N SIDEWALK GRASS AREA EXIST GATE �
L) 20.96 20,9a \ FENCE IN TALLED WITH A 20.37 20.41 mti \P VYNL PRI a I n°1 n mO
rn
\
No \ o c
m Sing TOP OF S OPE= 20.5 i >
C O N
O
ellN ell N CC�C q� m� \!c //- R�MOVE �/ EL C�TE O NFE //-//�//-//-//�//-//�
N n� CH. LNK, FENCE \\ f�
Tl� C fT .'Pr9 o Q� RELOCATED FENCE
L C O C? J,y C "l TO B ILDING LINE \\ F m I sa
C QQ \ FENCE INSTALLED WITH
m-, m' A C R-n'� S VYNL PRIVACY SLATS. 4"
.ai _20' B.L. qL TOP 20,7 20' B.L. o TOP 20.7
�N �, ------ C� o ,� TOP OF SLOPE It
tiT m 0,1, 20' BERM @ a
rm (.0 O.
( p I.E: 17.70 ci
It,E FENCE \ o o °F z
e FND. 5/8' IR 'A $ FND. 5/6' IR GRASS GRASS (iJ m JUNCTION4 j
OWER POL n v „ GRASS to
8 - NE TREES 220'x2o'= 4,400 sq. ft. o BOX
25' i 94 25, EDGE CONC. 25' 25' EDGE CONC ,Is 25' 20.16 25' 25' 25' Ow 25' � 25' 25' 25' 25' 25' J 25'
S. T. DES L 0,03 20.08 U.G. SWBT 20.16 W.B.T. , , / 'T8 F° 6' RESTRICTOR•g.�� pm L=18.65
FND SOUTH - 447 50
..........c^
U.G. SWBT n
' PEDESTAL' ! @ S.W,B.T.
w EXISTING 3/ TER EXISTING "� 4y U.G. SWHT PEDESTAL IE. 17,4 d TOP
_ METER , CONS_ D/W METER 10' SANITARY SEWER _CONC, D/W. POWER POLE �c'S,_1Q", $ TARY WER�jN ' ' , �. . • w_' m lo•
6.61 _ 172 LE: 17.05� LE. 17.42 _ LE: 1729 4, LE: 17.16 _ _ _ _ _ O� _ _ _ _ p� _ _ _ I8.6 J Q-
20.43 R'x 2'8GRATE 20.52 �tl 20.66 EL. 39�B1RATE 20.66 �<a df `�l�rd/T F`<dfT CONC. RIP RAFT �X
o �crcy 0.836 ACRE TRACT scy ''a°y WEST 1/2 23RD STREET FFdc
\ OSIGN
Vs r�@KAYCARTER FORSTAN O20.95 DLEL20.19 20.72 E=20.68 EL=20,48 CLOSED BY HARRIS COUNTY l,�e
TO
F°c( �FdcF �A F<dcF' CITY ❑F LA PORTE F�dc< F�dcF APRIL 8, 1935 11m
c099J,e q '�ry'so MARCH 5, 1960 '<�orq `<�sso o> Co
23RP s ti STREET % ti HCCF N❑, G463858 y y �_
OC�9�A Oc@F ` ,9 rcFaOFI� ,g 70
Z„(gfA
roS,Y (f6y rf@y .rc�y \9 (@9y rs@'L rSAH O
f
EXISTING CITY 8' WATER LINE rfyrq
EXIST. F.H. \
MINOR DEVELOPMENT S] TE PLAN
SITE ADDRESS] 3000, 3004, 3008 North 23rd ,St,
❑WNERi Phoenix Services
DEVEL❑PERt Phoenix Services
Z❑NEDI Ll
TYPE OF DEVEL❑PMENTj Yard Space & Equip. Storage
ENGINEER] H. CARL❑S SMITH
( PLAT REFERENCE VOL, 67, PG 1, H,C,D,R, >
1 COURSE INVERSE PENETRATION ASPHALT
PAVING SECTION
N.T,S,
POLE
THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN
DEVELOPMENT OF THE PROPOSED MINOR DEVELOPMENT SITE PLAN FOR PHOENIX SERVICES
BEING LOTS 17-32 &'EAST 59' OF LOTS 1-16, BLOCK 673, AND ALLEY CONTAINED THEREIN,
AND THE NORTH 47,50 FEET OF 'B' STREET, CALLED A 2,0546 ACRE TRACT OUT OF THE
T,W, LEE SUBDIVISION, IN THE RICHARD PEARSALL SUR EY, A-625,
HARRIS COUNTY, TEXAS IN CONFORMANCE WITH THE LAW OF THE STATE OF TEXAS
AND THE ORDINANCES OF THE CITY OF LA PORT
-�- ----- BYi_ - ,
BY'-DIRECTO_ PORTE
PLANNING AMENT
LA PORTE CITY ENGINEER tt)4yrLsC-- SA-grf
R o v 0 F r 5 L A--ro NI
FILING DATEt---------------------
PLAT ACCURACY CERTIFICATE
I, H, CARLOS SMITH, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS
TO PRACTICE THE PROFESSION OF ENGINEERING A REBY CERTIFY THAT THE
ABOVE SITE PLAN IS TRUE AND CORRECT] AN EARINGS, DISTANCES,
ANGLES, CURVE RADIUSES, AND CENTRAL AN,• •.A IRATELY SHOWN
ON THE PLAT, p° +
H. C S TH
.7
I es REVISED 4-24-06
' s° REVISED 4-11-06
TEXAS REGISTERED NO, 13327 REVISED 2-16-06
D/W, ADDRESSES, SHED
R=10' 17
O
��
0
,N.. o
o m
R=10'
U
tt
PC
mm
�a
rn
A =
EDGE ASPH 6 0' R,❑,
EL=20.99
IHGLE EL. EO.32
S I.E. 11.3
/ I.E. 11.38
- '24''R'.C;r
'D' Ave. SITE
N
Y N per,
N V I7
i m
1. MAIN
/ICINITY MAP
N.T.S.
KI Y MAP Pg, 540W
�LAT NORTH
BLK, 660
---(
Q= 2.91 1 Fs
NEW IMPS RVD7US AREA,
30,082 S . Ft. = 0,6906 Ac.
Dententl n @ 0.20 AF/AC
0,1381 AF
6,016 CF
PROVIDE] = 7,854 CF
0,180 Ac-FT,
LANDSCAI ING REQD,l 6%
6% = 1,804 sq. ft.
PROVII 7D - Front 300 sq, ft.
23rd St, 4,400 sq, ft,
'C' St, 1,596 sq, ft.
TOTAL P :OVIDED = 6,296 sq, ft,
PARKING':ALCULATION
MANUFE '-TING 4+3/1000 sq, ft.
EACH i_DG. 4+10=14x3=42
REQUIR :D = 42
EXISTII G PARKING = 30
NEW P RKING = 14
TOTAL ?ROVIDED = 44
HANDI-:AP = 2
NOTES,
1. Subject to fitly of La Porte Ordinances,
2, Property U( s In Zone X - Outside 500 year
Flood Zone s de0neated on Feria
Map 48201CO' 45 J, Dated Nov, 6,1996,
3, THIS PROPEFIY IS IDENTIFIED UNDER
HARRIS COUNTY APPRAISAL DISTRICT
ACCOUNT NI s 024-074-072-0001 &
024-074-07 -0003.
2,0546 ACRE TRA .�T
BEING
LOTS 17-32 & EAST 59' ❑1- LOTS 1-16
BLOCK 673, and ALLEY C❑NT MINED THEREIN
AND
NORTH 47,50' OF "B" JREET
OUT OF THE
T.W. LEE SUBDIVISIE N
RICHARD PEARSALL SURVE' i A-625
HARRIS COUNTY, LA PORTE, TEXAS
DATE H , CARLOS SMITH SCALE
02-06-06 1"=20'
DRAWN, ENGINEERS AND SURVE 'ORS, INC. CAD FILEt
JFB/BF P.O. BOX 529 423 N IHWY. 1461 3249-06R3
LA PORTE, TEXAS 7 571
PROJECTS SHEET
3249 06 PH. (281) 471-4226 FAX (28 ) 471-4228 1 OF 1
o 6- 82 o3 (A-14