HomeMy WebLinkAboutJV PIPING SITE PLAN (5)Vicinity/ Key Map
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I FUTURE DEVELOPMENT
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¢� � i ��, 1 SENS ROAD PROPERTIES
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NDTEI 'AUTHORIZATION NOTICE ISSUED BY w I F LA PORTE i i i Q'
COUNTY PUBLIC INFRASTRUCTURE HI I I i; _� �'.1`:'x�`y'""
SA�y MPLE 17ELL
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HARRIS CO 8 SANITARY SEWER -SERVICE_ _- - - CURB
> 3A L.f. Be' BORE & JAK -I i ¢3!-RI -= - - ..:_ : -- --P� ---------4C.D.
ENGINEERING DEPARTMENT PERMIT OFFICE �. w=, �/- y �+ -- _ r.'-'7------
a , � 1 S , 'yA lU9lBY �f f,.Q. s _ _ _
REQUIRED PRIOR TO CONSTRUCTION OF �. BY CITY I +— -- f -zOR�— -- -_--`-- - - a 30 BUILDING LINE N N
UTILITIES OR LEFT TURN LANES WITHIN a� F LA PORTE FH - 1 I 97 I
HARRIS COUNTY RIGHT-OF-WAY.' CONTACT I j o `r -^ -r '
HARRIS COUNTY PERMIT OFFICE (713) 956-3000 i I I s >-' II 11
i 20 I �. ii ..., l PROPOSED 0�
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X! a j BFDi ,a , I° m X i OFFICE
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STAC
BORE & JACK
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8' SAN, SWR,
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SEW
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TAP STACK &
BORE & JACK
BY CITY OF
LA PORTE
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70 65 60 45
PROPOSED SANITARY SEWER PROFILE
SCALE, VERT, 1' = 2'
HORT, 1' = 10'
MADE
el'IUSRIe (otealslAibl
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/TM
tan aim
eAINE
EpIMErt
--- sErnoxu arsFA
ACP PPE
FRONT VIEW cuuErz
NOTES
I. SAMMMG %Ell. MUST BE NSTµ1E0 UNOFA A SEPARATE PLUMBING PERMIT.
2. USE IB' T&C R.CP. FOR INSTALLATION FOR NSTAtuTION el'-D' DEEP AND LESS
3. USE 2e TAG 114P. FM MSTALARIN NEATER MAN W-0• DEEP. (STD RING
AND M.H. COVER REQUIRED)
A. SALPURO WELL MUST BE SET IN A SQUARE CRJCREIE PAD (a•
GREAI[N Max OUTSOE DIAMETER OF PIPE.)
O. INSIDE INSTALLATION NOT PFJWNTED. WERE OUTSIDE INSTAUATNN IS POSSIBLE.
e' Is PritI lrno. INSIDESWO ��REwam )'" Pua Os'MM) No tbNaETE PIPE
T. LAWN INSTAl1AVaN MUST BE A' ABOVE FINISHED MADE.
E. DRIVE R SIDEWALK 0WAWLTON MUST BE V ABOVE RmSLRL GRADE
a. To SE MSTALLED ON PRIVATE PRMERTT. IN AN ACCESSIBLE LOCATION To CITY
PERSONNEL
iD BDAIESTC MwEll TO BE TEo INTO SEMEN SERVICE LINE DOWN STREAM OF IHE SAMPLE BELL
SPECIFICATIONS
CONCRETE : Close i concrete with of design strength of
4500 PSI at 28 days. Unit Ie of manolOhla
construction at floor and bet stage of wall
with sectional r19K to required depth.
C.I. CASTINGS: Cast Yon frames and grates we manufactured
of gray cast Iran conformMO to ASTM A48-76
Class 30, Heovy-Ouly AASHTO H-20
H CARLOS SMITH, H. CARLOS SMITH CWA • SUR8119/0e &5S PN3439-02R1deg
CAST" a
crKMAL Its"
P PIPE
T"TP'j
ITMCEVTM
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PLAN VIEW
SAMPLE WELL BASIN
STD. DETAILS SHEET
CONC. CURD
4' ' 5
14' MIN.
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CURB i r,s
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L1;2ICf/'EWAY
PAR'"HARRI'S I ;
COUNTY4 W ( w 1.05 A ,
REQUIREMENTS a
PROPOSED T CONCRETE IF"�Q m PROPOSED 7' CONCR TE lU -- -- J
------- — - — - — - — - — - — - — - — - — ---
�� 30' BUILDING LINE
CURB ( �'
4 I
Cu
P.P.
NOTES FOR WHEEL CHAIR RAMPS
I. SLOPE RAMPS AT 1:20 MAXIMUM - GROOVED
SURFACE IS NOT REQUIRED.
2. THE LOCATION OF THE WHEEL CHAIR RAMP MAY BE
SHIFTED FROM THE PROPOSED LOCATION ON THE
PLANS 81'THE ENGINEER IF IN HIS OPINION (BE-
CAUSE OF UNFORESEEN EXISTING CONDITIONS AT
THE TIME OF CONSTRUCTION) A CHANGE IN LO-
CATION IS NECESSARY.
Jt
r I' 5' CONCRETE r
l i N 31 SPACES @ 9.15'
Ct RB CURB
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S89'56145'W-343'
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HALF —SECTION
CONIC. PAVEMENT DETAIL A5 '/IA1 r PAY/A/G
5' THICKNESS - PARKING LOT /'i�sfvl aa�r $"�;aa�ry%vAvE
7' THICKNESS - DRIVEWAYS
N.T.S.
LI: P,5 Z W.
I, H. CARLOS SMITH AM REGISTERED UNDER THE LAWS OF THE STATE
OF TEXAS TO PRACTICE THE PROFESSION OF SURVEYING AND HEREBY
CERTIFY THAT THE ABOVE PLAT IS TRUE AND CORRECT, AND THAT ALL
THIS IS TO CERTIFY THAT THE CITY OF LAPORTE, TEXAS, HAS APPROVED BEARINGS, DISTANCES, ANGLES, CURVE RADII, AND CENTRAL ANGLES
THIS SITE PLAN AND DEVELOPMENT OF SENS ROALL OPERTIES IN CONFORMANCE ARE ACCURATELY SHOWN ON THE PLAT.
WITH THE ORDINANCES OF THE CITY OF LAPORTE, TEXAS. C
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e, Ac�y //// 2 H. CARL S MITH
V •I `� �'" e1228
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H. CARLOS SMITH v�ti,wT3�rkd
TEXAS REGISTERED PROFESSIONAL LAND SURVEYOR 1>Rg»
V, PIPING 2 2 21 SPHS gal.
LANDSCAPING
PROPOSED DEVELOPMENT = 1.284 ACRES
OR SQ. FT. = 55,931
LESS BLDGS. = 5,776 SQ, FT,
55,155 SQ, FT.
REQ'D. 6% = 3,009 SO. FT,
PROVIDED:
FRONT = 3,945 SO. FT.
N. SIDE
S. SIDE = 567 SQ. FT.
BEDS =--2020 SQ, FL
PROVIDED 115421 SO. FT.
PARKING:
OFFICE: 5,776 S.F. ® 1 PER 300 S.F. + 10 = 29
PROVIDED: 74 SPACES
HANDICAP: 3 SPACES
THIS PROPERTY APPEARS TO BE OUT OF THE 100 YEAR
FLOOD PLAIN AND IN INSURANCE RATE MAP ZONE X, AS
SCALED FROM FEMA, FIRM MAP NO. 48201CO945J. REVISED
NOV. 6, 1996. TO BE USED FOR FLOOD INSURANCE PURPOSES
ONLY. AND DOES NOT REPRESENT FLOOD CONDITIONS.
NOTE: TOPOGRAPHIC ELEVATIONS TAKEN FROM SURVEY BY GUIILLETT & ASSOCIATES
ON NOVEMBER 12,2001.
Elevations based on City of Lo Porte survey marker # 78 NOS ( 1978 Adj. ).
Elev: 19.93
NAME OF DEVELOPMENT:
TYPE OF DEVELOPMENT:
OWNER:
BUILDER:
LEGAL DESCRIPTION:
JOB ADDRESS:
ZONED:
LEGEND
s
= LIGUSTRUM HEDGE
4
= CREPE MYRTLE
= RED TOP PHOTINIA
®=
LIVE OAK
®
= BARLETT PEAR
1
= CHAIN LINK FENCE
Q
=SHRUB
®
= BACK FLOW DEVICE (BFD)
0
0
th
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y N �oP
Q
2-GATES
-6' WOOD FENCE
JV PIPING (LEASE)
OFFICE BUILDING
SENS ROAD PROPERTIES
MOORE & MOORE GENERAL CONTRACTORS
1,284 ACRES OUT OF A CALL 31,80 ACRE TRACT
ENOCH BRINSON SURVEY,A-5
LA PORTE, HARRIS COUNTY, TEXAS
DEED REFERENCEi H,C.C.F,No. V384795
2217 SENS ROAD
BI-BUSINESS INDUSTRIAL
PRELIMINARY SITE PLAN
1,284 ACRES
OUT OF THE
EN❑CH BRINS❑N SURVEY A-5
3 _� z LA PORTE, HARRIS COUNTY, TEXAS
DATE, SCALE,
2-19-02 He CARLOS SMITH 1"=20'
DRAWN, Mile
ENGINEERS AND SURVEYORS, INC. CAD FILE,
FLH OR P.O. BOX 529 423 N. HWY. 1461 3439--02R1
LAPORTE, TEXAS 77571
PROJECTI PH. (281) 471=4226 FAX (281) 471-4228 SHEET
3439-02 of 3
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Vicinity/ Key Map
Strong Road
STATe
22S
P ST.
L ST.
H ST.
AIR ORT
SPENCER HWY,
I CITY C
TYPE 'i
CONSTRUCT C
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I Y FUTURE DEVELOPMENT
NOTE, 'AUTHORIZATION NOTICE ISSUED BY
a
I "3 1.29 ACRE SITE
HARRIS COUNTY PUBLIC INFRASTRUCTURE
OFFICE
N
ENGINEERING DEPARTMENT PERMIT
SENS ROAD PROPERTIES
REQUIRED PRIOR TO CONSTRUCTION OF
H
z
u I
as
UTILITIES 0R LEFT TURN LANES WITHIN 1- >•u, 2-15. OUT
�,, '-' N U I
HARRIS COUNTY RIGHT-OF-WAY.' CONTACT ( �lA I.E.LE. 16.8024. 16, p
HARRIS COUNTY PERMIT OFFICE (713) 956-3000 JPI:
b I.E. 16.90 Q O 9 ,g
FUTURE ORFICE 12' IN-S 1 ,24'-DUT O I.E. 16.90CITY OF HOUSTO _ 1 FLOW 2,0 C.F.S. N89.56'45'E-343'
TYPE C MANHOLE LE. 16.3 'ON 2-24' R.0 P, 123 LF. 2 - S' R 0,4 /. MH#2 180 L.F. - 24' R.C.P. a 020%
Z 3 L.F. -BORE JACK ,99g BERM SWALE �,O AS 30 L,F: l2'P)CB 0.35' ,980 `- ,860 -- -- --1909
WEST PIPE= I.E. 16.25 _1 = SWALE -- SWAL --- ALE -'-
EAST PIPE= I.E. 16.31 E4 INLET #7 A
LE, DITCH WEST 16.6 I __ ORFICE FLOW
w �O w T.G. 20.40 LAN CAPE ARE
13, 2.D C.F.S. 12' IN &DUT DA-7
NOTE, " SEE SH ET 2 OF 3 R PR IL.E I 6 RESTRICTOR /r I.E. I6.92 I
1. CONTRACTOR TO OBTAIN ALL PERMITS REQUIRED 34 L.F. 8' BORE & JACKB' SANITARY SEWER SERVICE C.O. SAMPLE WELL
BY THE REGULATIONS OF HARRIS COUNTY FOR -s - 1, 1 '`. , .:. 0 _ 30' BUILDING (LINE
BY CITY I I® FLOOD PLAIN MANAGEMENT PRIOR TO STARTING WORK. a OF LA PORTE FH
2. OWNER TO OBTAIN ALL PERMITS REQUIRED BY n \--TAP BY CITY
VICINITY MAP HARRIS COUNTY, TEXAS PRIOR TO STARTING of OF LA PO TE
CONSTRUCTION OF UTILITIES AND/OR CULVERTS Y O ; , ¢ �' m
NTS WITHIN HARRIS COUNTY ROAD RIGHTS -OF -WAY. 20 -1 _3;:, "_..`,
3. CULVERT TO BE SIZE➢ AND GRADE SET BY HARRIS X I = i I4 HFDI
COUNTY PRECINCT NUMBER 2, w a a S OPE r
2
1 TO GRAIN
4. ALL WORK IN R.O.W. SHALL BE ACCORDING i a ( ,I
TO HARRIS COUNTY STANDARDS AND
SPECIFICATIONS. ~ 113.391
RE 0VE 117 �)
SITE
21.6' 9.8' 10.4
10.7 ' 10.4 '
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MANHOLE
XIST. P
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TOP OF
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2-15'
@ 0.40'
"R.C.P.
_•I.E.
16.56
LQ
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34'-
BORE
& JAC
wlOw
I-• u,i�Cu
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EXIST,
36' R.C,P,-
- ,
1.1
RE-GRA
E DITCH
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TO D AIN
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18.47
ADD 1524'
RCP TO
22
( EXTEND PAS
D/W
EXIS
ING GRADE
113.09.
a
NOTE,MATCH
EXI$TING-gULVERT
IN DRIVEWAY
6I
21
SIZED &
T PER HARRIS
COUNTY
ENGiINEER
G DIVISION ACCORDING
TO PERMI
No. 3-009734
DATED 10/1
/01 a
20
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70 65 60 55 50 45 40 35 30 25 20 15 t0 5 0
STORM SEWER PR❑FILE
SCALE, VERT. V = 2'
HORT, 1' 10'
JT�
W.� WIN W 0
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16.
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70 65 60 55 50 45 40 35 30 25 20 15 t0 5 0
EXISTING ROAD DITCH -
SCALE, VERT. V = 2'
HORT. 1' = 10'
N22
A
21
20
19
IB
17
16
15
14
ev
A-8 ri
ET #8
20.40 < i
IN & OUT i 33
17.06
In Q
\\\
3
/
POOPFICED
\\��
OFLAT\\
3' -�
01
FIN.
FLOOR tLEV. 22.00
1.204 a0 \N,
I
118,671
Fn\ .,y0+5 1j\ 01
'A INLET #6
T.G. 20.40
12' IN-E
DA-6 I.E. 17..41
12' DUT-NW IO,g N17,94In
.11E, t7,31
oil
III o
t I
1
(U TO E9
SWALE @
INLET #9
T.G. 19.50
8'-I.E. 18.20
NOTES:
1. ALL CATCH BASINS TO BE PARK MANUFACTURING OR EQUAL. SIZE
CONCRETE. -LASS 1 CONCRETE VITH OF DESIGN STRENGTH OF
INDICATED OR TO FIT PROPOSED PIPE.
400 PSI AT 28 DAYS. UNIT IS OF MON13LITHIC
•ONSTRUCTION AT FLOOR AND FIRST STAGE OF WALL
2. JUNCTION U30X TO BE PARK>d"+UFACNRING OR EQUAL.
'JITH SECTIONAL RISER TO REQUIRED DEPTH
- -'
3. P.V.C. PIPE UP TO 15" DIAMETER TO BE ASTM D 3034
REINFORCEMENT: _GRADE 60 REINFORCED, STEEL REBAR CONFORMING
SDR 35. P.V.C. PIPE FROM 184 UP TO 27" DIAMETER TO BE ASTM
.D ASTH A615 [IN REQUIRED CENTERS OR EQUAL.
F 679 SDR 35. PIPE TO BE ENCASED IN 2 SACK/C.Y.
C.I. CASTINGS, ^AST IRQN FRAMES AND GRATES ARE MANUFACTURED
CEMENT STABILIZED SAND TO SUB GRADE MINIMUM 6"
OF GREY CST IRON CONFORMING TO ASTM A48-76
ALL SIDES PIPE.
.LASS 30.
4. CONCRETE TO BE TXDOT CLASS P. ITEM 421.
_
MODEL # DIMENSIONS
TCH JUNC"N
i92 GRA7E�-VEIGHT
5. ASPHALT SHALL BE TXDOT ITEM 340, TYPE D.
V2 NI TI KO
41 SIZE LBS
B�sIN Bn>
6. BASE COURSE SHALL BE GULF STATES MATERIALS
-
Jolt P4• 16' 34'4R, 3rr]h U' 16'X19'XJ,5'
CALCIUM SULFATE OS 200. FLY ASH STABILIZED.
�CBIB
61 e4'
CBP7 J iBB7 37' 2J' IP' 36. 6' 24' PTX2TX2'
B8
HARRIS. COUNTY- 2 YR.
e= 0,800 SLOPE= 0.5%
I*WILT mR Almz-Mr s cQ
b= 68 L=343'
CUT mN 6111E PE➢ETrENM ➢IIrT Et0.
(norm -my mrm &$
d= 7.9 COVER= DENSE GRASS
�O
un_a a.Ea rw,x
_= b tC= 30 MINUTES
VMICT� .... ..
OPrAMN. Gtmmm
C +
I= 3,71 cfs At LDWABLE DISCHARGE
Q= CIA
1,00
Q= (0.8) (3.71) (1.28)
PTECATE co+altrt
Q= 3.83 cps
AREA SERVICED___________________________1,284-_ACRES
DETENTION STORAGE RATE = CS _ 0_45-__ACRES-FEE T/ACRE
DETENTION STORAGE VOLUME REQUIRED --------- 0_58 ___ACRE/FEET
DETENTION STORAGE VOLUME PROVIDED0_6_7 ---ACRE-FEET
MAXIMUM DESIGN WATER SURFACE ELEVATION=21_3 FEET(19 78_)ADJ.
MAXIMUM OUTFALL RATE `ALLOWED__ 7_66 CFS.
MAXIMUM ❑UTFALL RATE PROVIDED ------------- 8,Q____CFS
RESTRICTOR SIZE_6---- IN
REVISED: 6/15/02 ❑UTFALL PIPE, ADD DITCH SECTION
STORAGE VOLUMES
HYDRAULIC TABULATIONS
TNd DA VOL.
VKL R14RR1Ur DI
NIL . TIDE,. SEC 0 01M0151D1
EER M 1" PIPE 6n
PARK MANUFACTURING
-ATCH BASIN
N.T.S.
VOL
1,2 AC.
SED CONCRETE AREA DA-5 T.G. 20.440w
i4.�Vn I - Q.3_. �- gj I¢.E�,N1�7S.9�Y0
30' BUILDING LINE
IIa
I I I I I III
I III 21.8
%° 24' IN & OUT
�TURE ORFICE I.E. 17.29
12' IN
0W 2.0 C.F.S. I.E. 17.43
MH#1 STUB OUT 24' & PLUG
,rxF.. �-F,Wrt\
10 L.F.-12'PVC# 0,35% g '
r il2.0 . f..S.,0"y ,g0' LE,
✓A E 2py, ttNN 66 �•- SWALE -^ -•'- SWALE
I„E.. 17.47 OUTT.4*1
• RESTRICT DA-1
'LAD \` I121 .E.IN-E I I _
` INL17.65
ET #3 = - 70' - 12' pvc e o 5X
T.G. 20.40 INLET #2
T.G. 20.40
1 E. 17.65 DUT % ; I.E. 17.90
f$ ,\ W a
O 20,-----I---30'----20,--I--20'--32,33'
C
- - - - - - �- - - - - - - - =
c
IH �
C3
---AULiU_32 I ---'SWALE @ 0.257 - ® �SWALE @ 0.257.--- --
C 0,25% INLET #10
S89.56'45'W-343' T.G, 19,20
8'-
,9.1,1 `901 ,gti6
J.V, PIPING
FROM
TO
TOP
GATE
GRADE AND PIPE SCHEDULE
PIPE
SIZE
LENGTH
% GRADE
INVERT ELEV.
INLET TYPE
OUT
IN
11
4
18.20
8"
37'
0.75
19.20
18.90
CB12
4
3
20.40
12"
1 77'
0.35
18,90
18.63
C818
2
3
20.40
12"
70'
0.35
18.90
18.65
C818
3
1
20.40
12"
44'
0.35
18.63
18.47
C618
1
MH#1
20.40
12"
1Or
0.35
18.47
18.43
CB18
10
5
19.20
8"
37'
0.75
19.20
18.90
CB12
5
6
20.40
12"
140'
0.35
18.90
18.41
C818
9
6
19.50
8"
37'
0.75
19.20
18.40
CB12
6
8
20.40
12"
70'
0.35
18.31
18.06
CB18
8
7
20.40
12"
45'
0.35
18,06
17.90
C818
7
MH#2
20.40
12"
10'
0.35
17.90
17.86
C818
MH#1
MH#2
N.A.
24"
180'
0.20
17.28
16.90
MH
LMH#2
OUT
N.A.
24"
123'
0.20
1 16.90 1
16.70
MH
,90A
\\12'OUT NW u
INLET #4 LE.17.92
T,G, 20.4
t3 8' IN-S
II I.E. 17,92 DA-4
ou
a- IIa
41 II
---. SWALE @ 0.25%•--.- -- SWALE @ 025%----
CONC. PAT-
T.P. 18.2 -
8'-I.r. 18.20
FROM
TO
DRAINAGE
AREA
TOTAL
D.A.
A. C.
TOTAL
LEGNTH
FT.
TIME OF CONCENTRATION - MINUTES DESIGN 5 YR. FREQ.
REMARKS
ALONG DRAIN LINE
INLET
TIME
USED IN
I
IN./HR.
Q
CFS
DIN.
SLOPE.
CFS
FT. EL
FT./SEC.
4
3
4
0.18
0.15
77'
10
13.85
5.52
0.82
12"
0.35
2.72
3.5
2
3
2
0.07
0.06
70'
10
13.50
5.58
0.33
12"
0.35
2.72
3.5
3
1
1+2+3
0.37
0.31
44'
10
16.05
5.26
1.63
121
0.35
2.72
3.5
1
MH1
1+2+3+4
0.37
0.31
10'
t0
16.55
5.20
1.92
12"
0.35
2.72
3.5
5
6
5
0.23
0.20
140'
10
17.0
5.15
1.03
12"
0.35
2.72
3.5
6
8
5+6
0.46
0.44
70'
10
20.5
4.77
2110
12"
0.35
2.72
3.5
8
7
5+6+8
0.58
0.49
45'
10
22.75
4.56
2.24
12"
0.35
2.72
3.5
7
MH2
5+6+8+7
0.70
0.60
10'
10
23.25
4.52.
2.71
12"
0.35
2.72
3.5
MH1
MH2
ALL I.0.6 AC.
2.4 1
2.16
100'
5
10
28.25
4.76
10.3
24"
0.20
13.2
4.2
MH2
OUT
ALL I.0.7 AC.
3.1
2,79
100'
1 6.1
10 1
34.35
4.25
11.87
24"
0.20 1
13.2
4.2
STORAGE- CITY OF LAPORTE
S= 0,2XA
=(0.2)(1,284)
=0.2567 Ac
=11,183 cf.
HCFC
SC 0,45 A
=(6.45)(1,284)
=0.58 AF
=25,169 ef.
THIS PROPERTY APPEARS TO BE OUT OF THE 100 YEAR
FLOOD PLAIN AND IN INSURANCE RATE MAP ZONE X, AS
SCALED FROM FEMA, FIRM MAP NO. 48201COL145J. REVISED
NOV. 6, 1996. TO BE USED FOR FLOOD INSURANCE PURPOSES
ONLY. AND DOES NOT REPRESENT FLOOD CONDITIONS.
LEGEND,
EXISTING ELEV,
PROPOSED ELEV.
NOTE: TOPOGRAPHIC ELEVATIONS TAKEN FROM SURVEY BY GUIILLETT & ASSOCIATES
ON NOVEMBER 12,2001.
Elevations based on City of Lo Porte survey marker # 78 NGS ( 1978 Adj. ).
Elev: 19.93
NAME OF DEVELOPMENT: JV PIPING (LEASE)
TYPE OF DEVELOPMENT: OFFICE BUILDING
OWNER: SENS ROAD PROPERTIES
BUILDER: MOORE & MOORE GENERAL CONTRACTORS
LEGAL DESCRIPTION: 1.28 ACRES
OUT OF THE
ENOCH BRINSON SURVEY A-5
JOB ADDRESS: 2217 SENS ROAD
ZONED: 81-BUSINESS INDUSTRIAL
GRADING & DRAINAGE PLAN
1.28 ACRES
OUT OF THE
ENOCH BRINSON SURVEY A-5
i'Pr)• 7- 3 - 0 2 LA P❑RTE, HARRIS COUNTY, TEXAS
DATE, SCALE,
` 1 1
1• o # •- 1
# :# !3439-02G&D
PROJECT,M. SHEET
3. i t OF 3
H CARLOS SHUN, H CARLOS SMITH ENOR. & SURD/19/02 945 PM3439-02G&Dtl Q
IN 3F:0£:ZF 30/£/L - dil'140dW31 - 19tr£0Ltr193 1NIdd3f118 A 8 V d 8330