HomeMy WebLinkAboutSPENCER CLEANER SITE PLAN1 .
1
J4 LF W PRAo
I 2 11 1M 0 Q? 26,77 ' 2682
• 26'.52 cow. SMf: C��pp������ „ CON CON
26.83 r7fw rw A! /NLEr
24 PIPE
CON 3 CON 14.441' P CD� sriE a- 1B 21.
PROP 2SAWCUT & REMOVE 48"11= q0 ' R.O.W) -PIPE 2� 21.1.E
CURB TO MATCH EX/SANG Low Flow = 13:86 Low ow = 3.71 SPENCER HIGHWAY
- - - PRUP-2 SAWCUT & REMOI�E' CURB
MWI° no 24" RB TO & 7`CH £X/ST/NG t9'
THROAT a W F ' Y A,
10 240 P E ,`�' q
co"Mr. a r - s�' OW FLOW ®-1 - -bZ� - ----- - Z AsS tlIMJIYMIR
�� S BOO
-
POLE � �` E11R1VE 2 ,33 38" 14 245' MORE OR LESS
. a rrrtlNC. �„ � • fc 3� � n .F s,
No E--_---�� c ,28 ` TC 27.34 � TC 27.39 ' or NG tfiL11Y
56g2 nN> O�__7s� �_ TP �76S�CS ONC. POLE
RI 26.22' METAL & GLASS SIGN 1
�1 ON POST (WOLF CAFE 20 BL•
FLOOD STATEMENT wAW✓ Tc z 2 A --- 0. Tom'
This tract is in zone 'X' or 'AE' and not within METfR of
100 year Flood Plain according to the FEMA Co CRETE
Map 48201C ,Revised November 6, 1996. •34 18' Sld/ O Q21BX
Note- In case of zone'AE', Food plain Development o 7P 26.50 „
Permit shall be required from the City. B.F.E. needs T pj 26.50 TG 25.88 U 2" PIPE pNfgo rW A 1AWr
Y /SE Lu a LOW FLOW = 23.93to be added on the site plan. rA" 60POLE ND 4 R 180 21,81
CITY APPROVM G AUTfi YY CMIWACAiE Ce�ea � SED NC`� c � � CON �� a sgI 2 NG,B
This Is to certify that the City of La Porte, Texas has 27.66 x D P IN r IPE
approved this site plan and development of ckaYur CON I' - RA = 26.53 W =
ce wit t Ordinances of the City of La Porte. 24 3'
In core
i01 POL9
REAL ESTa TG 26.51
By:RIM 94'
DI ctor, PI ning Department. (FILLED TO RIM WITH FLUID) c5 TC 27.36
28.04
7P 26.86 CON
SITE PLAN ACCURACY CERTIFICATE CON
• 2s,os ----�"' 7P 26.35
I, .►�si,am registered under the laws of the C 97 LF GF PROW
Stote of Texas to practice the profession of engineering WEL X 28
and hereby certify that above site plan Is true and correct N 7P 2700 eF 18r S1i11 O Q?'.Af
VS
and that all bearings, distances, angles, curves, radiuses 2681 H.P. 6 CONCRETE P I G 7P 26.69
and central angles are accurately shown on the plat. 0ST }!; N Q0(] SAPPROXN
ATE
SPENCER BOUNDARY LINE �F EET . 27.42 �6 2, L{J • 27.32
PROPERTY LTD. ND3 „ • 27.56 TC 27.45 CON H. 26.7 NG SAN JACINTO
8 0_9 tec? '° 786 " ' ' ' CON a JUNIOR COLLEGE
Texas Registration no. 6 1 o y 7P 26.95
0431480000182 em 0.5% P TC 2789
Mo ON sod FF 27.50 2A•�� 05.E ------ P 7P 26.89 0431480000180
�' 0
RAISED CONC. 26.
SLAB •1 PIP CON,
P1PA� r# F 'A ` /INLET 97 W 24.48'
I R.CON *Am /INLET
28� TQ - 0 D 0 INLET 1Q ?6.JB.
180 ?2J0 26.78
COB a 18a 2205
26.95 CON
Al �
08T 'L7.� S NO
C MA RNRf 9EMIEIt tAi06E 4 Al 0.5% 0.5% 2 `' 26.62
RIM - 26.81' P 9N • 27.5 rP 26.47 NG
tell? • CON 7P 26.62 TG 26.38 TC 27.15
TC 26.96 TG 26.38 ry 1% rP 26.65
4" PIPE TP 26 46
EDG
LOW FLOW a 23.67' E OF
8" PIPE ( CONCRETE ?�
LOW FLOW = 21.81,
iortom O��D 10' B.L.
of 27.43 5' :_E4 27.29
_ CONC C CO NG
7N 27.49
CON
_ EC
6'55'38 W - 140 _ 26.99
NG NG
• 26.8 •26,74 rC 27.20 NG 86 TC 2710
i NG TC 27.10 NG rP 26.70 7P 26.60
1P 26.60 W LF OrPRAA
SAN JACINTO 18" s71I O a?,�s
JUNIOR COLLEGE
0431480000180
20 0 20
on
F.I.R.M. NO. PANEL:
REVISED.gATE ZONE: W
F•I.R.M.No. ♦MIC PANEL: 0940J
EFFECTIVE GATE PRELIM: 114WIO 0 ZONE; 'x'
FLOOD INFORMATION PROVIDED HEREON IS SASEDON SCNNO THE
LOCATION OF THE SWJECtTRACTON THE ROOD INSURANCE RATE
MAPS. THE INFORMATION SHOULD SEUSEDTODETERNNEFLOOD
INSURANCE RATES ONLY AND B NOT NTENDEO TO IDENTIFY
SPECPIC FLOODNO CONDITIONS. MMARENaTRESPONSBLEFOR
_ THEFJ.RA.'B ACCURACY.
STORM SEWER CALCULATION FORM
PROM3CF: Play. &"Von spun erH ow OFB CW STORM 2 YR
V. 75.01
PREP m W.. PS OATS Jm 2007 "d, 1820
13Y: PS GATE Jot. 2007 I.W.0.8315
PRINTED: 3:18PM
�o��
•
®�e�a�
Now
"Mumao•
11
CITY OF LA PORTE
HCAD# 0431480000183
NAME
OF
DEVELOPMENT:
SPENCER CLEANER
TYPE
OF
DEVELOPMENT:
DRY CLEANER
DESCRIPTION OF LAND -
LOT TR.17N9W.M.JONES SURVEY, ABS.NO. 482
ZONE GC ( GENERAL COMMERCIAL)
ADDRESS 8220 SPENCER HIGHWAY
DEVELOPER HAI ANTHONY
FLOOD STATEMENT:
THIS TRACT LIES IN ZONE X (500 YEAR FLOOD ZONE)
(FEMA,-FIRM MAP NO. 48201CO915J DATED NOV.6,'1996'
,
te
LANDSCAPING REQUIREMENTS:
TOTAL DEVELOPED SITE .AREA- 28,000 s.f.
TOTAL ROOFED OVER IMPROVEMENTS: 5,000 s.f.
28,000 s.f.- 4,200 s.f.= 23,800 s.f.
REQUIRED LANDSCAPING- 1,428 S.F. ( 67*)
PROVIDED LANDSCAPING- 1,946 S.F. ( 8.2%)
PARKING REQUiREMENTS-
PARKiNG REQUIRED 4200/250= 17 SPACES
PARKING PROVIDED- 26 SPACES
NOTES-
1- MINIMUM 9' SEPARATIONBETWEEN SANITARY AND
WATER LINES;
2- USE CITY OF LA PORTE' STANDARD PROTECTION
REQUIREMENT AT WATER LINE -SANITARY SEWER
CROSSING.
3- THE LOCATION OF THE SANITARY AND WATER LINES
HAVE BEEN OBTAINED FROM BLOCK MAP.
4- PROPOSED SANITARY SEW& LINE TO HAVE CLEAN -
OUT AT EVERY BEND, MAXIMUM DISTANCE BETWEEN C.Q.
NOT TO EXCEED 90'.
'F- '#U. 1''MPIt4JG �1MENSIon75 -To 'E>F 5'CANP�D lo'x18�
Jnl•
evlslons 1 y Date
1 1 V 4-11-07
L..L�
L.LJ
Z
Q
V.)
U
1i
w
L1_
LJ
U
Z
nLij
w
ry
0-
n
V
y
v
Q
J
IRCHITECTS - PLANNER
1894 Bissor iet, #84
.A PORTE, TX,7703
:713) 5i '1-104
r .�!E OQ
�1♦M,.N. HM".,� ..... R i
$11V.APAf1 Di�_I
�91 r0ara
11/3lo7
Date 26-2007
Scale 20'-00
Drawn by TN
Job#1
k
,`
N
N
x
w
e
,Z
x
a
�
m
I¢
to
I�
4
y
I
a
I I
J
s
1
J
i
l
n
u
v
N
> in
- N
J
6
J wm
r
>
L Z
,Q
-
a
n m
3
� o
-
CE
n
III _
�RVED CONC. CURB
PARK#
® 4" YELLOW _
REFLECTORIZED
♦,�♦ PAINT STRIPE
WHITE REFLECTORIZED
M HANDICAPPED SYMBOL
4 LBS./FT. GALVANIZED
"U" CHANNEL
rSIDE WALK LEVEL
DETAIL: HC SIGNAGE
`. I Mm
Lfw.mm
NOTE: 3'-0" WIDE DETECTABLE
ALL HANDICAP PARKING SPACES do WARNING FOR PERSONS
RAMPS SHALL MEET W/ STANDARDS Y ADA. W/ VISUAL IMPAIRMENTS
SET B
O.D.
HANDICAP RAMP:
• MAX. SLOPE O 1 TO 12
0 MIN. WIDTH 0 36"
• RAMP MAY HAVE A MAX. CROSS
SLOPE OF 2R
• RAMP SHALL HAVE A MIN.
LIVE LOAD OF 100 PSF
2 DETAIL: ACCESSIBLE PARKING
6.4320
PAINT HANDICAPPED
W%BTRAFFIC PAVEMENT
CN
nt ne..
r-0" R.
3 ) DETAIL: PAVEMENT SIGNAGE
A%Ois"nr
BOTH WAY
4 DETAIL: PAVEMENT AND CURB DETAIL
I
1"xi/4".DEEP SAWCUT
OR PREFORMED STRIP
TYPICAL CRACK CONTROL JOINT
LOCATE AT MAXIMUM SPACING OF 20r-O" O.C. EACH WAY.
#5 DOWEL08" 024" O.C.
(SMOOTH DOWEL BAR COATED TO
PREVENT BOND)
PLASTIC
EXP.CAP
PREVENT BOND
TYPICAL CONSTRUCTION JOINT
EXPANSION JOINT OF PAVING
06V D.C. MAXIMUM
PARKIN2QUIREMENT
LAND- 28,000 S.F.
DRY CLEANER 4,200 S.F.
.•, ,.,I. re.r 1 nr. I 1 I ,. I ,I I I
TOTAL REQUIRED- 4,200 S.F./250 - 17 SPACES
TOTAL PROVIDED = 26 SPACES
HANDICAP SPACES-
9
= 1 SPACE
I
S P EN C ER H W Y.
( TOO- R.O.W.)
Rev:
8y
Date
Q
a,
Q
Li
W
W
C'
U
I—
z
} `
n
F---
n
to
cl�-
C1
0
N
IN
0
J
SITE PLAN ARCM111 CTS - PLANNERS
SCALE-1"= 20'-0" 9894 lissonnet, #848
Housi Dn, TX.77036
(71 3 521-1042
EREDej
ARC'
w " m
w Z —i
o IT 116
F 4L 7
Date 1-26-2007
Scale 1"= 20'-0"
Drawl by TN
RET- IAI-SPENCER-SI
b£:01.:OLG01£11tr-ALCO- -w
s
.i
FOOTING 18"0 x 2'-10" DEEP
W/ 4-# 4 VERT. & 3-# 3 TIES
GUARD POST 6"0x3'-O" HIGH
I
i
I
i
I
I
1
2" I
I
ALL BLOCK SHALL HAVE PAINTED
SURFACE TOP & EACH SIDE
(1 COAST OF MASONRY FILLER &
2 COASTS OF FINISH COLOR-TEXACO" I
LIGHT GREY)
I
I
4"SO. GALVANIZED STEEL TUBE POST
8'-0" LONG W/ WELDED CAP PLATE.
HEAVY DUTY GATE HINGE 1 LEAF
WELDED TO POST THE OTHER IS BOLTED
TO DOUBLE 2 X 4 GATE STYLE .�
. ....:.. .... . ... . 1 I , , 1 , .. I1 , .., r 1. 1 . 1..
r
Is
---- ---- N77_7-----1
I 1 " 1 " 1 • I
I I
( 1 v (
I - I
12" 2" ( w
1 �
I I
SLAB GRADE BEAM
I'
I I
I
i t
I I
LATCH DEVIDE BY I
GENERAL CONTRACTOR
EDGE OF SLAB
L---------- -- -------------
A
�-- - - - - - - - - - - - - - -- - - - - - - - - - - - - - —t-
1'-4" SO. X 3'-0" DEEP
CONCRETE POST FOOTING (TYP.) PLAN TRASH ENCLOSURE
SCALE : N.T.S.
1" X 6" CEDAR BOARD GATE!
WITH 2" X 4" CEDAR FRAMINI
CONCRETE BLOCK PAINTEC
PER SPECIFICATIONS
4" SO. GALVANIZED STEEL TUBE
POST 8'-0" LONG WITH WELDEE
CAP PLATE (TYP.)
4-#4 BARS CONTINUOU!
1'-4" SO. X 3'-O" DEEP CONCRETE
POST FOOTING (FOREGROUND)
ELEVATION : TRASH ENCLOSURE
SCALE : N.T.S.
.; .
S P E N C E R H W Y.
( 100' R.O.W.)
TRASH
ENCLOSURE
KINK!ION
,
LANDSCAPING PLAN
SCALE-110= 20'-0"
LANDSCAPE ANALYSIS
STREET TREES- 140'/30 - 4.6
PARKING LOT TREES 32 x 0.1 = 3.2
TOTAL TREES 8 TREES
SHRUBS- 4.600 - 46 SHRUBS
LANDS96PE LEGENU—
� &� �4 (e)
2" DIAMETER LIVE OAK TREE
(46)
WAXLEAF UGUSTRUM SHRUBS
NUMBER DEPICTS QUANTITIES
' R1 v. By Date
W
W '
z_U
WIy X
U Ld
U z w
O n
IN
N Q
00 .--I
altiociaCet
ARC 41TIECTS - PLANNERS
98S 4 Bissonnet, #848
Ho lston, TX.77036
(7 3) 521 —1 042
RED AR
c
TF 0
SP—/ti -o 7
Dc to 1-26-2007
SC ale 1"= 20'-0"
Dr iwn by TN
R T—HAI—SPENCER—SI
l
Wb' Z L: L 1:O L LOl8 Lltr -_AIl'0 -„
�-- - - - - - - - - - - - - - -- - - - - - - - - - - - - - —t-
1'-4" SO. X 3'-0" DEEP
CONCRETE POST FOOTING (TYP.) PLAN TRASH ENCLOSURE
SCALE : N.T.S.
1" X 6" CEDAR BOARD GATE!
WITH 2" X 4" CEDAR FRAMINI
CONCRETE BLOCK PAINTEC
PER SPECIFICATIONS
4" SO. GALVANIZED STEEL TUBE
POST 8'-0" LONG WITH WELDEE
CAP PLATE (TYP.)
4-#4 BARS CONTINUOU!
1'-4" SO. X 3'-O" DEEP CONCRETE
POST FOOTING (FOREGROUND)
ELEVATION : TRASH ENCLOSURE
SCALE : N.T.S.
.; .
S P E N C E R H W Y.
( 100' R.O.W.)
TRASH
ENCLOSURE
KINK!ION
,
LANDSCAPING PLAN
SCALE-110= 20'-0"
LANDSCAPE ANALYSIS
STREET TREES- 140'/30 - 4.6
PARKING LOT TREES 32 x 0.1 = 3.2
TOTAL TREES 8 TREES
SHRUBS- 4.600 - 46 SHRUBS
LANDS96PE LEGENU—
� &� �4 (e)
2" DIAMETER LIVE OAK TREE
(46)
WAXLEAF UGUSTRUM SHRUBS
NUMBER DEPICTS QUANTITIES
' R1 v. By Date
W
W '
z_U
WIy X
U Ld
U z w
O n
IN
N Q
00 .--I
altiociaCet
ARC 41TIECTS - PLANNERS
98S 4 Bissonnet, #848
Ho lston, TX.77036
(7 3) 521 —1 042
RED AR
c
TF 0
SP—/ti -o 7
Dc to 1-26-2007
SC ale 1"= 20'-0"
Dr iwn by TN
R T—HAI—SPENCER—SI
l
Wb' Z L: L 1:O L LOl8 Lltr -_AIl'0 -„
altiociaCet
ARC 41TIECTS - PLANNERS
98S 4 Bissonnet, #848
Ho lston, TX.77036
(7 3) 521 —1 042
RED AR
c
TF 0
SP—/ti -o 7
Dc to 1-26-2007
SC ale 1"= 20'-0"
Dr iwn by TN
R T—HAI—SPENCER—SI
l
Wb' Z L: L 1:O L LOl8 Lltr -_AIl'0 -„
l
Wb' Z L: L 1:O L LOl8 Lltr -_AIl'0 -„
0
0
S P EN C ER H W Y.
( 100' R.O.W. )
CONNECTED TO
MAIN WATER LINE
(NEED VERIFY ON FIELD)
1"CW LINE
OR IRRIGATION
S TEM \
1"WATER — 2"MAIN WATER LI E
METER—
_ m _T
BACKFLOW N '55 38 E — 140
PREVENTOR SIGN
WATTS'900 SERIES L36,38 4" PVC SLEEVE 4" PVC SLEEVE : L15
(TC.&PC) (TC.&PC)
L36,38
(TC.&PC) 1"CW LINE
FOR IRRIGATION
SYSTEM
II
EXISTING
SERVICE
POLE
❑ J® ❑
3 l
of l
N, l --
31 I DRY CLEANER 24" DEEP MINI I a
4,200 S.F. ROM TOP OF CONDUIT
N) (� (REF. SHEET "E-3") I N
Pi W
0 ( I r /L40,42 LO
ZI <) < (TC.&PC) dcN
0
I o
—I 4"SAN. C.O.
I _—_
4"SAN. C.O. j
EXISTING
TO HL&P UTILITY
SAN, SWR. MH /C " SAMPLE 1000 GAL POLE (FIELD VERIFY)
RIM=26.81' PROPOSED 6"SAN. SWR. LINE 6 SAN. WELL LINT TRAP
130 FT APPROX.
j
L40, 42
(TC.&PC)
I
— \ \
S 86' 5'38_W =40'
SITE ELECTRICAL AND PLUMBING
SCALE-1 "= 20'-0"
,SIGHT FIXTURE SCHEDULE LEGEND FOR PLUMBING
POLE LIGHTS W/ 2-NIGHTHAWK III COLD WATER LINE
MET. HALIDE 400W. VENT LINES
20' HIGH 4" SO. ALUM.POLE ^_ SAN SEWER LINE
PHOTOCELL ACTIVATED. UNDERGROUND VENT LINE
WALL -MOUNTED MET. HALIDE
WALPAK' 25OW. PIPING
PHOTOCELL ACTIVATED. -SANITARY WASTE -PVC SCH.40
(REF. TO SHT. E-1 FOR DETAIL) -VENT PIPE -PVC SCHAD
-DOMESTIC WATER -TYPE 'L' COPPER HARD DRAWN.
SOFFIT LIGHT WITH THERMAL PROTECTION
® SCOTTSDALE SCEC-S-150-PSMV-PG
MT-WHT-TP
PHOTOCELL ACTIVATED.
(REF. TO SHT. E-1 FOR DETAIL)
NOTE:
ELECTRICAL CONTRACTOR TO RUN UNDERGROUND
WIRES FROM HOUSE METER TO ALL EXTERIOR LIGHTS, POLE SIGN,
POLE LIGHTS, AIR COMPRESSOR, PHONE BOOTHS
AND PROVIDE TIMER FOR THOSE LIGHTS.
I II
Rev.
By
Date
0
QN
4/22/07
W
CD
z=Q
W
r-Y X..
J
W LLJ
�..�
U
C)
W i
ry
v) ry
0 L.L_
NrnQ
W J
I
go�ciaCet,
ARCHITEC 'S — PLANNERS
9894 Bi' sonnet, #848
Housto I, TX.77036
(71 3) 521 —1 042
OF .
"SANTO.. .... . ..
os 11 9
tt1NAL� .
Date
1-26-2007
Scale
1"= '20'=0"
Drawn I
y TN
RET—HA-SPENCER—SI
p
I
IN ti:9tr:ol LOl9ZlV-�I10-M-M
II