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Project: Underwood
Date: 8/14/2018 \�actsiscrvcr\jac projccts\Activc\M036\l 815\Dcsign Phasc\CAD\Dcsign\[Strom Sewer Event 2018-03-07 .xlsxl l ◊-year
Service Area 1. 83 Acres
Max WSEL 27.30 ft
FL al Oulfall
Assumed Rest Siz.e
Watershed
10 Year Flow
RlD1off Coefficient (C)
Time of Concentration (TC) b d eRainfall Intensity (I) Flow (Q) 10 Year Flow
RlD1off Coefficient (C)
Time of Concentration (TC) b d e
Rainfall Intensity (I)
Flow Q)
Res tricto r (Pi e)
Pipe Diameter (6" min) 21.31 ft
6 inches
Armand Bayou
0.30
26.12 minutes
93.53 18907742
4.91 in/hour 2.69 cfs
0.85
26.12 minutes
93.53
189
07742
4. 91 in/hour
7.63 cfs
6 mchcs
0.19635
C -0.30; for Undeveloped Property
TC= (l0*((A)° m1))+15
I= b/ ((d+TC)')
Q = C*I* A; rational equation
C -0. 85; for Developed Property
TC= (10*((A)0 17"))+15
I= b / ((d+TC)")
Q = C*I*A; rational equation
D=(QA 5)/(2.25*(H-'.25))
Project-: UNDERwocib ·--�--~-----�-;.Job No ]M036-181� By: ..... ,.... •JayH--=-"---,----------
P\A.ctive\M036\181S,Desgn_Phase\CI\O\Design\[Storrn Sew ef CalC 20·18-03�06.x.lsjstorrn se-,ver pl)e calcs rom o rea urn Time of Intensity I A-1A-2A-3
A-48-1
(Acres)(Acres) Coellicien1 Cone (Min.) On/Hr) "C" A-2 0.52 0.52 0.85 A-3 0.25 1.00 0 85 A-4 0.46 1.46 0.85 OUT 0.36 1.82 0.85 A-2 0,23 0.23 0.85
DETENTION CALCULATIONS:
AREA: 1.83 AC
HC RA TE 0.65 AF/ AC
REQUIRED DETENTION: 1.19 AC
PROVIDED DETENTION: 1.26 AC
RESTRICTOR: 6"
18.91 4.92 20.00 4.81 20.69 474
21.11 470 17.72 5.05
8114/2018
Flows (cfs) Sum of Flows (cfs) 2.17 7.27 1.02 7.27 1.85 7.27 1.44 7.27 0.99 0.99
0
Actual Outflow 2.95 cfs Q=C* A *((2*g*H}"2); where C=O. 8 for pipe restrictor
Detention Volume
Detention Rate 065 AF/Ac
Detention Volume (100 ,r) 1.l9 AF
Detention Provided 1.26 AF
STORM
TCP RIM: fN1 fL 3fi" RCP: 20.80rSE, fL 12" RCP: '($) n.RCF: �03:0
iW) fL HCP, 21 '"�
(SW) fi. 24" = 21.20
(TO BE CORED) fYP[ JC: 26.56 G: 25.80 FL RCP: 21.32 "F'L f'CP; 21 .-46
1 [}OST, SAhL I SWR. LINE
TC 17 s
Specified by HC Review Sheet
= 1,919.06 CY 51,815 CF
�n;0
·ro"' ::::; C! 0
FND
)(,_ I TP 27.50-\ -
\ l----+--:;;-I_ 1----,---;·
981
PROP. TYPE A INLET A4 TG -27.00' (NW) 24" I[ = 21.31'W/ 6" RES1RICTOR (E)30" I[ = 21.31'
NG "t;"HG '\31,33
.. NG TP 27.80
27.60 1\..--1-,-TP 27.50 AB
�\ PROP. 30" STRM. SWR.
---------�\-27.24
15
TW 28.80 7,�----··"·-·
TW 28.70
TW 28.85
TW 28.98
PROP. TYPE A INLET A3 TG =27.30' (W)30" I[= 21.46'(E)30" I[ = 21.46'
PROP. 30" STRM. SWR ·
PROP. COMMERCIAL BUILDING 2196 UNDERWOOD BL VD. 100' X 50' F.F = 29.00'
Runoff Coemcient 085 Reacfl Diam. of Span (in.) Slope(%) 1 Manning's Length Pipe or "n" (ieet) Rise (in.)
34 30 0.15 0.012 155 30 0.15 0.012
95 30 015 0.0�2 75 24 0.15 0.012
65 12 0.37 0.0"12
20 40 60
N 55•57•03• E
$
428.10' ·: -------
\ \\
�\
.2s iV�-00
TP 28.50
TP 28.50
TP 27.70
TP 28.00
27.fo�PROP. TYPE AINLET B1 TG =27.30' (NE) 12" Ii: = 21.93'
'
Design Design Fall (ieet) I Mant10le Upstream Downstream Upstream Downstream Actua Capacity Velocity I Drop (ieet) Top of Top of Grate Flowlfne Flowline Velo.city Gradient
(els) (ft!s) I ' 17.21 3.51 0.05 17.21 3.51 0.23 17 .21 3.51 0.14 9.49 3.02 0.11 2.35 2.99 0.24
•----
GRASS
PROP. TYPE A . .44 INLET A2 TG =27.30' (W)30" I[ = 21.69'(E)30" I[ = 21.69'(SW) 12" I[.= 21.69'
sa6• 55• 25"W 428.13'
TP 27.70 I TP 27.50
0.00 0 00 0.00 0.00 0.00
Grate (feet) (1eet) (1ee1) (feet) (%) 28.30 27.30 21.74 21.69 1.48 0.03%" 0.01 21.35 27 30 27.30 21.69 21.46 1.48 0.03% 0.04 21.34 27.30 27.00 21.46 21.31 1.48 0.03% 0.03 21.30 27.00 27.20 21.31 21.20 2.31 0.09% 0.07 21.27 27.30 27.30 21.93 21.69 1.26 0.04% 0.02 21.71
-----
TOB = 28.30 --�'--/ (TS TS� __ 22.66 22.31 1· ----
1 I
\
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\ PROP. 30" \ A1 I[ 21 74• :n.so \ \ �.70 STRM SWR. = .
\ \
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\
\\,----, I \ i \ TSl y�.66 \\ ) 22.31 -----::C---Nr.,
\
x,,,, JTP 28.10
�------_____.-/ I
TOB = 28.30 -------
Downstream (feet) 21.34 21.30 21.27 21.20 21.69
I l
'I
• I �l I
II • • <O 1--: . <O .....
w..
pstream
Cover (feet) 4.06 3 11 3.35
3.69
4.37
LOT I8
LOT 7
\
: t--1 tO I�
;:': it} :J�
Downstream
CoVer (feet) 3.11 335 3.19 4.00 4.61
BENCHMARK DATA;
HARRIS COUNTY FLOODPLAIN REFERENCE MARK NUMBER 020280.
BRASS DISC STAMPED RM 020280 AT INTERSECTION OF GREEN VALLEY AND MOSS LOCATED ON INLET, ON THE EAST SIDE OF MOSS, NORTHEAST OF THE INTERSECTION IN THE ARMAND BAYOU WATERSHED NEAR STREAM B112-02-00.
BASIS OF BEARING & COORDINATES:
THE BEARINGS AND COORDINATES SHOWN HEREON WERE OBTAINED FROM GPS OBSERVATIONS AND ARE REFERENCED TO NAD83 HORIZONTAL PROJECTION ZONE TEXAS SOUTH CENTRAL 4204.
FEM A Fl OOD ZONE:
FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 48201C0940 M, DATED JANUARY 6TH 2017 AND HAVE DETERMINED THAT THE TRACT HEREBY SURVEYED LIES
WHOLLY WITHIN ZONE "X" OR AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN.
NOTES
REVISIONS
NUMBER DESCRIPTION DATE INITIALS
JA���lt't,'f�s
\.._ ENG/NEER/NG, INC.
T.B.PE. FIRM R[G/STRA TION No. F-652
4301 CENTER ST. D[ER PARK TX 77536 281-930-9339
MK SKYLINE VENTURES, LLC 2196 UNDERWOOD LA PORTE, TX 77571
DEVELOPMENT SITE PLAN
(2 OF 2)
JAC JOB No.:
M036-1815
DRAWN BY:
MR
DRAWING SCALE:
1" = 20'
SHEET NO. 5 OF 19
i
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TC _,,-TG1111 27.00
TP 27.30
x___ TP'27.50
TP 28.00 TP TP -27.80 -28.10 -
PROP. 30 L.F. CHAIN LINK FENCE I (MATCH EXIST HEIGHT)
uMNHclN A TO crrY o� LA PORTENo, 198\
TP 27.60
NG 27,60 TP c,21.50 "27AB
TC .24 TP . E127.50
TP ----.__ 28.30 )(
TW 28.80
TP 27.40 TW 28.00
TW 28.70
TW 28.85
TW 28.98
rTG II 27.30
PROP. COMMERCIAL BUILDING
100' X 50'
F.F = 29.00'
cc
TP 28.50
TP 28.50
•
10
GRASS
TP 28.00
TP 27.70
TP_/ 27.50
•
TP 27.70
TG __,,Bl 27.30
59
57
(
\
27 ;g lm TP \27.70
TP 27.50 --.
TP 28.10
\
--
/
------
TOB -28.30
36 (\-----�7' \ '--TS 22.66 I I 22.31
\ I
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I PROP. om,"°" PONO I
�\ w �\
�\z::J I
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\\\
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kJ�31 ----2�:��
0
\
><27}32\ J � ____ ___./' I
TP 28.40
----TOB = 28.30 ---------
20 40
LEGEND
TG = TOP OF GRATE
TP = TOP OF PAVEMENT
TW = TOP OF WALK
TS= TOE OF SLOPE
I
C >
G 7.55
\
\
I
l I
LOT 8
LOT 7
60
UNE
\
\
I I
LOT 4
BENCHMARK DATA;
HARRIS COUNTY FLOODPLAIN REFERENCE MARK NUMBER 020280.
BRASS DISC STAMPED RM 020280 AT INTERSECTION OF GREEN VALLEY AND MOSS LOCATED ON INLET, ON THE EAST SIDE OF MOSS, NORTHEAST OF THE INTERSECTIONIN THE ARMAND BAYOU WATERSHED NEAR STREAM B112-02-00.
BASIS OF BEARING & COORDINATES;
THE BEARINGS AND COORDINATES SHOWN HEREON WERE OBTAINED FROM GPS OBSERVATIONS AND ARE REFERENCED TO NAD83 HORIZONTAL PROJECTION ZONE TEXAS SOUTH CENTRAL 4204.
FEMA FLOOD ZONE;
FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 48201 C0940 M, DATED JANUARY 6TH 2017 AND HAVE DETERMINED THAT THE TRACT HEREBY SURVEYED LIES
WHOLLY WITHIN ZONE "X" OR AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN.
NOTES
REVISIONS
NUMBER DESCRIPTION DATE INITIALS
�
JA���ltti'ffEs
\.. ENGINEERING, INC.
T.B.PE. FIRM REGISTRATION No. P-652
4301 CENTER ST. DEER PARK TX 77536 281-930-9339
MK SKYLINE VENTURES, LLC
2196 UNDERWOOD
LA PORTE, TX 77571
GRADING AND PAVING PLAN
JAC JOB No.:
M036-1815
DRAWN BY:
MR
DRAWING SCALE:
1'' = 20·
SHEET NO. 9 OF 19
N (I) ::, O>·c: "O 0 (l'. u.:
D N � ·c: D ::;c 2 ::;c <{ 0 .;-a, co
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\
4:1_
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TOB -28.30' -----'--'�
7 I
�
---� \� fC___ TOE_/ I \ TOE 22.66 I I 22.31 I
I I I
I I I
I I \
\ '
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L01
LOT il
I PROP. DETENTION POND I ◄4: 1 \ _ _J __ �l�::---i·-T1 r7 �
�L-----+---!1/ 30" Ii:.= 21.74' \ I I I I
I I I
\ \ I
\ II TOE -,,,_ I r TOE 22.66 \ \/ 22.31 =f L-----�--
\
\ � y � -�--____-/ I
TOP OF BANK
\ ELEV.= 28. 30" TOP OF GRATE "'\
-----::TOB = 28.30' __ j-----
S ,86"5;'0;: W 428.16'
DETENTION BASIN PLAN SCALE: 1" =20'
100-YR. D.W.S.E.=27.30'
TOP OF BANK ELEV.=28.30" ELEV.=27.30.. '\ 4 J ¥==1 ==�'S}/..----�-◄�0.=50=%�·----7,-
TOE OF POND 30" li:_=21.74' TOE OF POND/ ELEV.=21. 74' ELEV.=22.66'
100-YR. D.W.S.E.=27.30'
TOP OF BANK
1--24.00'---J------59.50'-------1--24.00'--
DETENTION BASIN NO. 1 SECTION A-A SCALE: 1" =20'
I ,
ELEV.=28.30" TOP OF BANK\ ELEV.= 28.30"
LOT I
LOT 6
,--'-· D<iSTNG HATlJRAL GROUND
0. 50% .., _ ,,◄ 0. 50%I 4 -�I --.J_ -1--
TOE OF POND I \30" li:.=21.74' I TOE OF POND ELEV.=22.48' ELEV.=22.48'
l-24.00'---1------------110.00'-------------+--24.00'_j
DETENTION BASIN NO. 1 SECTION 8-8 SCALE: 1" =20'
\_ EXISTING NATJRAL CROUMD
Project: Underwood
Date : 8/1412018
I J
\�actsiserver1jac projects\Active\J\,1036\1 & ! .5\Design Phase\CAD\Design\[Strom Sewer Event 20 [8-03-07 .xlsx] 10-year Service Area MaxWSEL FL at Outfall Assumed Rest. Size Watershed
100 Year Flow
1.83 Acres 27.3
21.31 6 inches Annand Bavou
1-R _u_no_f_f _Co_e_ff_ic_ie_n _t(�C�)-----+--0-' __ 10 __ ---1 C = 0.30; for Undeveloped PropertyTime of Concentration (TC) 26.12 minutes TC =(JO*((A)0.1761))+15 l--------��---+--------1 b l�.4d 21.8 e Rainfall lntensitv (I) Flow (Q)
100 Year Flow Runoff Coefficient (C) Inne of Concentration (TC)
b d
e Rainfall Intensity (I) Flow (Q)
Restrictor (Pipe) Pipe Diameter (6" min) Actual Outflow
Detention Volume Detention Rate Detention Volume Reqmred (J 00 yr) Detention Provided
0.75 6.88 in/hour 3.78 cfs
0.85 26.12 minutes 125.4 21.8 0.75 6.88 in/hour 10.71 cfs
6 inches 2.95 cfs
0.65 AF/Ac l.l9 AF1.26 AF
I=b /((d+TC)e) Q = C*I * A; rational equation
C = 0.85; for Developed Property TC = (I O*((A)0.1761))+ 15
I= b / ((d+TC)e) Q = C*I* A; rntional equation
D=(Q·'.5)/(2.25*(H'.25)) Q=C*A *((2*g*HJA2): where C=0.8 for pipe restrictor
Specified by HC Review Sheet = 1,919.06 CY = 51,815 CF
BENCHMARK DATA: HARRIS COUNTY FLOODPLAIN REFERENCE MARK NUMBER 020280.
BRASS DISC STAMPED RM 020280 AT INTERSECTION OF GREEN VALLEY AND MOSS LOCATED ON INLET, ON THE EAST SIDE OF MOSS, NORTHEAST OF THE INTERSECTION IN THE ARMAND BAYOU WATERSHED NEAR STREAM B112-02-00.
BASIS OF BEARING &: COORDINATES:
THE BEARINGS AND COORDINATES SHOWN HEREON WERE OBTAINED FROM GPS OBSERVATIONS AND ARE REFERENCED TO NAD83 HORIZONTAL PROJECTION ZONE TEXAS SOUTH CENTRAL 4204.
FEMA FLOOD ZONE:
FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
48201 C0940 M, DA TED JANUARY 6TH 2017 AND HAVE DETERMINED THAT THE TRACT HEREBY SURVEYED LIES WHOLLY WITHIN ZONE "X" OR AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN.
NOTES
REVISIONS
NUMBER DESCRIPTION DATE INITIALS
JA���lt't,'ffEs
\.. ENGINEERING. INC.
T.B.P.E. FIRM REGISTRATION No. F-652 4301 CENTER ST. DEER PARK. TX 77536 281-930-9339
MK SKYLINE VENTURES, LLC 2196 UNDERWOOD LA PORTE, TX 77571
DETENTION BA,SIN PLAN, SECTIONS & DETENTION CALCULATIONS
JAC JOB No.: M036-1815
DRAWN BY: MR
DRAWING SCALE:
AS SHOWN
SHEET NO.
11 OF 1 9 o_ L-------------------------------------------------------------------------------------------------------------------------.L.------..:......L__________ _J
I I I I I I
I I \\ I I I al � II I I
I I CALLED 3.354 ACRESAMERICA'S CHRISTu\N CREDIT UNION TD GLENWOOD BAPTIST CHURCHH.C.C.F. No. 20150585706 12-30-2015 I I I
o' 20' 40' 60' I --------I I a I \\1 £\1 III I a WM' I )0c
I s.I P!'T
I
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I CONC. CURB \;\ £ \
..
cHAlN-UNK FENCE
.. EM OVERHEAD POWER SERVICE LINE
N 86'55'25• £ 428.10'
100 .•
ONE STORY
I (1�J '"1 I I I 1'1 I I lPBM MANHOLE I\ II al £ \. \\
SHEET MEfAL COMMERCIAL BUILDING FINISHED FLOOR ELEV; 28·03 CALLED TRACT I (1.000 ACRES) UNDERWOOD REAL1Y TD
(N) FL 36" RCP: 20.80 I I � I TOP R1M: 21.20 I FRANK E. ADDISON H,C.C.F. No. RP-2016-451660 10-5-2016 D'.Pf 'R' IN! ET TC·. 26.62 G: 25.86 (E)FL 24" RCP: 21.65 (S) FL 36» RCP: 20.90 CO I (W) FL 24" RCP: 21.20 i1f 28.03 (SE) FL 12· RCP> 23.75 I I al o_
I £ \ t.u..,..u..u..>..U..U.CCU.U-CU.U-U-l.l.l.-'--'-'._,:,''0>£0-l:2'�.u-u..>..U.U-l..U.>...W'-'-'-'-'-'U-\..U..'-'-'7 ... --1---14' � .... I tcc;!□-----r--ao.2··----------.-.�,/n:;+ +-v· = = = =2•�_.cP_ 1 --
=\
.,, ""' =w= v· C: TC: 26.56 IG: 25.80 I c METAL SIGN ,z � \ ON coNC. PAD � '"""> (E} FL 24" RCP: 21. �'? I q, -� (W) Fl 24", RCP: 21.46 Grf.' \ I � ,c.·WIT INIET i t:Jr"l
�-I � I OR o .. � TOP GRATE, 27.15 C <!: I ,,1-· I r.\�MOT CO ,/!>
�r.fJ"" E) FL •• HOPE> 24,35 � \ 1::J • · W) FL a• HOPE: 24.35 __________ ,. ! � +�"' � I ��,.25-�vi��"'---\------1"'.f!':'.-· ---------===--=="'·--·---------· ----· - --·
u "" � I CAI.LEO O, 1705 ACRES I I
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CONC. CURB
�� I f. 'V I b
I �ift�I I I �I � \\ \\ I I I £
� I \10' EASEMENT FOR INGRESS/EGRESS I \ I I 10 MAINTAIN A 8" WAiERUNE I GRANlED TO crn' OF lA PORTE \ \ , \�I a 1-----t--H.C.CJ.:_�o..:.,i��3469 I \�1 I� II II \ l1'"ig I I I CONC. CURB I I I ,� CHAIN-LINK FENCE I \\ �,�zl \l;_ \ I 11•� 31.7• L r _s_ B_6_'1:i7_'0_:1; W .f,8 v ,p,I
t>b1NT OF BEGINNING FND 5/8"IR I I I I I I I I I I
\ I • I \ APPROXlMA1E LOCATION � IWATER UNE \ \ I= SAVE & El«1Pl • I O 2550 ACRES I I IH.ccr�:O'.':,�g;•13 \ £ I I
�t]l· m )$£ .,,5;zNO
XC p�
6BEA 1.8297 ACRES 79,701 SQ. FT.
CALLED TRACT 11 (1.000 ACRES) UNDERWOOD REAL1Y TD FRANK E, ADDISON H.C.C.F. No. RP-2016-451660 10-5--2016I I I I
\ g_
S 86'55'25. W 428.16'
�XMEH2LS LEQEblD· \:ill II I
SYMBOL FUU. DESCRIPTION LABEL 0 AREA LIGHT AL CURB INLET BBi BENCHMARK BM • BOLLARD SOL •CLEAN OUT co 0 COLUMN COL CABLE PEDESTAL 1VPEO ELECTRIC METER EM ELECTRIC TRANSFORMER FIRE HYDRANT FH •GRATE INLET GI GAS METER GM GAS RISER GR -GAS PAINT STRIPE PS GREASE TRAP GT ,. GATE VALVE GTV
M GAS VALVE GV •GUY WIRE GUY " IRRIGATION CONTROL VALVE IC,, MAN HOLE MH "' MAIL BOX MB MONITOR WELL MW
CHAIN-UNI< FENCE
-�-
CHAIN-UNK FENCE
LOT
1.270 ACRES 55,339 SQ. FT.
..
m PA.Y PHONE PEDESTRIAN CROSSING LIGHT PAY PCL
I I I I I
-----PIPELINE MARKER P!PELINE LINE VENT+POWER POLE +PP W/TRANSFORMER SANITARY MANHOl,.E SOlL BORE +SERVICE POLE STORM MANHOLE SOUTH WESTERN BELL MANHOLE TEMPORARY BENCHMARK TELEPHONE BOX TELEPHONE PEDESTAL TRAF'f'IC SIGN TRAFFIC SIGNAL CONTROL BOX TRAFFIC SIGNAL POLE "MONUMENT WATER METER •WATER SPIGOT ,. WATER VAf..VE ® WATER WELL YARD LlGHT
PLM PLV pp PPT SAMH SBORE SP STMH SWBMH TBM TBOX TPED TS TSCB TSP MON WM ws VN YL I
POINT OF BEGINNING FND 1 /� BOUNDARY CORNER OF LOT 1, ��W 1 OF R, NORRIS SUBDMSION
---LOT 1 1,475 ACRES 64,236 SQ, FT.
-----
---------
SET 5/8"IR
W/CM'
I I I I I
I -r-I I \
\ I I I I I
--
LDT 9
_J_ __ _ I I
-\
-
o.r-,i--CHA\N-UNK FENCE
CHAIN-LINK FENCE
---
-------
�-I "'· N �3 Idl'i-�i I �2 \ "� " I +--
1 I II) \
.,,
I I I \ I I I -r-1 I I I
LOT 8
-
LOT 7
-
-
/f '\, I I LOT 6
I I I \ SUBDMSION UNE
Q,6'--',t----_J__ _L_ -I I
I SET 5/8"1RIW/CM'
I I I I r I I I I -�
----L I I I
\
I I I I I
I T I I I I I
--
LDT 5
-
LOT 4
FLOOD ZONE DESIGNATIONS·
--ZONE •AE" (FLOODWAY)
-ZONE "AE"
[;}{Cl -ZONE "X SHADED� □-ZONE "X"
ABBREYIAJION LEGEND; BLOG. CONC. TR FL RCP PVC -s--ss--w--OHP-TC
G
FND IR CM 11( VOL PG.
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VICINITY MAP (NOT TO SCALE)
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PROJECT BENCHMARK HARRIS COUNTY FLOODPLAIN REFERENCE MARK NUMBER D20280 BRASS DISC STAMPED RM 020280 AT INTERSECTION OF GREEN VALLEY AND MOSS LOCATED ON INLET, ON THE EAST SIDE OF MOSS, NORTHEAST OF THE INTERSECTION lN THE ARMAND BAYOU WATERSHED NEAR STREAM 8112-02-00. ELEVATION: 26.283 FEEi NAVO 1988, 2001 ADJUSTED.
BASIS OF BEARINGS & COORDINATES THE BEARINGS AND COORDINATES SHOWN HEREON WERE OBTAINED FROM GPS OBSERVATIONS AND ARE REFERENCED TO NADB3 HORIZONTAL PROJECTION ZONE TEXAS SOUTH CENTRAL 4204.
F.E.M.A. FLOOD ZONE STATEMENT I HAVE EXAMINED THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 48201C0940 M, DATED JANUARY 6th 2017 AND HAVE DETERMINED THAT THE TRACT HEREBY SURVEYED LIES WHOLLY WITHIN ZONE "X� OR AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN. BASE FLOOD ELEVATION: N/A NOTE: lHIS STATEMENT WAS OBTAINED FROM THE FEMA FLOOD MAP SERVICE CENTER. THIS MAP !S FOR USE IN ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGRAM. IT DOES NOT NECESSARILY IDENTIFY ALL AREAS SUBJECT TO FLOODING UNDER SPECIFIC CONDffiONS.
TITLE COMMITMENT INFORMATION THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THE SURVEYOR, ALL INFORMATION REGARDING RECORDED EASEMENTS, BUILDING LINES AND ANY OTHER DOCUMENTS THAT MIGHT AFFECT lHE QUALITY OF TITLE TO THE TRACT SHOWN HEREON WAS ABSTRACTED BY STEWART TITLE GUARANTY COMPANY G.F. No. 1229-17-1097, EfFECTNE DATE: JANUARY .31, 2017.
GENERAL SURVEYOR NOTES 1-NO LOCATION OF WETI.AND AREAS, FAULT LINES, TOXIC WASTE OR ANY OTHER ENVIRONMENTAL ISSUES WERE DETERMINED AT THE T!ME OF SURVEY. SUCH MATTERS SHOULD BE DIRECTED BY THE CLIENT TOTHE APPROPR!.ATE AUTHORITIES OR AN EXPERT CONSULTANT • 2, THE SQUARE FOOTAGE TOTALS AS SHOWN HEREON ARE BASED ON A MATHEMATICAL CLOSURE OF THE COURSES AND DISTANCES REFLECTED ON THIS SURVEY. 1T DOES NOT INCLUDE THE TOLERANCES THAT MAY BE PRESENT DUE TO THE POSmONAL ACCURACY OF THE BOUNDARY MONUMENTATION. 3. INGRESS TO AND EGRESS FROM THE SUBJECT PROPERTY IS PROVIDED BY UNDERWOOD ROAD, BOTH OFWHICH JS A PAVED, DEDICATED PUBLIC RIGHT-OF-WAY. 4. NO OBSERVED EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS AT THE TIME OF SURVEY. 5. NO EVIDENCE WAS FOUND FOR PROPOSED CHANGES IN STREET RIGHT-Of-WAY LINES AND NO OBSERVED EVIDENCE OF RECENT STREET OR SIDE.WALK CONSTRUCTION OR REPAIRS AT THE TIME OFSURVEY. 6. NO OBSERVED EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL AT THE T!ME OF SURVEY. 7. SUBJECT TO THE CITY ORDINANCES NOW IN FORCE IN THE CITY OF LA PORTE, HARRIS COUNTY, TEXAS. 8. SUBJECT TO THE TERMS, CONDITIONS AND STIPULATIONS OF THE LA PORTE: AREA WATER AUTHORl1Y CREATED 8Y ORDINANCE No. 1295, A COPY OF WHICH HAS BEEN FILED FOR RECORD UNDER HARRIS COUNTY CLERK'S FILE No. l826773.
SURVEYORS CERTIFICATION I, KEVIN K, KOLB, HEREBY CERTIFY THAT THIS SURVEY W/lS MADE ON THE GROUND ANO UNDER MY SUPERVISION ON 2-9-2017 AND 2-23-2018, THAT THIS PLAT CORRECTLY REPRESENTS THE fACfS FOUND AT THE TIME OF SURVEY AND THAT THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT TEX/lS SOCIETY OF PROFESSIONAL SURVEYORS STANDARDS AND SPEC!FlCATlONS FOR A BOUNDARY & TOPOGRAPHIC SURVEY. WITNESS MY HAND AND SEAL THlS THE 27TH DAY OF FEBRUARY, 2018,
J!ON NO. 5269
DESCRIPTION
BOUNDARY & TOPOGRAPHIC
SURVEY
OF 1.8297 ACRES OF LAND
(79,701 SQUARE FEET)
BEING ALL OF TRACT 1 AND TRACT 2, AS CONVEYED TO
FRANK E. ADDISON BY DEED RECORDED UNDER
HARRIS COUNTY CLERK'S FILE No. RP-2016-451660 ON
OCTOBER 5th 2016, SAVE & EXCEPT THAT CERTAIN
CALLED 0.1705 ACRE TRACT CONVEYED TO THE
COUNTY OF HARRIS BY DEED RECORDED UNDER
HARRIS COUNTY CLERK'S FILE No. M948619 ON
DECEMBER 19th 1990, SAME BEING A PORTION OF OUTLOT 451
LA PORTE OUTLOTS
A SUBDIVISION RECORDED UNDER VOLUME 61, PG. 374
OF THE DEED RECORDS OF HARRIS COUNTY, TEXAS
AND BEING FURTHER SITUATED WITHIN THE ENOCH BRINSON SURVEY, A-5
CITY OF LA PORTE, HARRIS COUNTY, TEXAS
PROPERTY OWNER(s) AND ADDRESS 0WN£R(e) FRANK E. ADDISON COUN1Y HARRIS ADDRESS UNDERWOOD ROAD, LA PORTE. TEXAS 77571 st\TE TEXAS
DRAWING INFORMATION
TOTAL SURVEYORS, INC.
4301 CENTER STREET, DEER PARK. TEXAS PHONE: 281.479.8719 I TOTALSURVEVORS.COM T.S,P.L.S. FIRM REGISTRATION No. 10075300
SCALE 1'" = 20' PAPER SIZE 24�x36" LANDSCAPE PROJECI' No. 17-050
FIElD DA.TA DRAf'IING CREW CUDA BY EEB
OATE
REV.
2-9-2017 DATE 2-1.3-2017 2-23-2018 REV. 2-26-2018
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