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Amendment Table
Description of Proposed Modification/s:
Date of
Approval
Proposed construction for Phase I includes:
Private 7" concrete roadway extension
Private Storm Sewer
20' Wide Fire Lane
Proposed Storm Sewerto Ex. Storm Sewer
within Right -of -Way (Approved within H.C.
Proj# 1608120064)
0 60 120
SCALE: 1" = 60'
SITE PLAN ACCURACY CERTIFICATE
SITE PLAN ACCURACY CERTIFICATE
1, KEN SHEBLAK , AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS
TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT
ABOVE :SITE PLAN IS TRUE AND CORRECT: AND THAT ALL BEARINGS, DISTANCES,
ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON
THE PLAT.
2Z /-
TEXAS REGISTRATION NO.79787
City Approving Authority Certificate:
This is to certify that on_ day of . 20_the City of to Porte; Taw, has
approved this site plan and development of Pan Crossing Rag Eilan0on Phase I in conformance with the.
ardi oces�Ioffftthe.City of to Porte.
By: 1// ;7477
Director, a ingan gyslop n ent
City P 4 l
,At— �
ENGINEE ING MANAG f�
Port Crossing Rail Extension Phase I - Site Data Table
Name of Development:
Port Crossing Rail Extension Phase I
Type of Development:
Industrial Ex. Building- Proposed Construction is for Private Road and Storm Sewer
Legal Description of the Site:
6.32 Acres restricted Res "A" Boncosky Trucking Terminal F.C. No 409104 H.C.M.R.
9.13 Acres Reserve "C" Port Crossing Amending Plat F.C. No. 676291 H.C.M.R.
Address of site as assigned by the City
17021/2 S.16th Street, La Porte Texas 77571
Zoning of the site:
LI and PUD
Name of owner/or authorized representative
National Property Holdings LP
Name of developerand engineer
Ward, Getz, & Associates LLP
Harris County Appraisal District Property Numbers:
1198130000001
NAICS number for use of the property:
N/A
FLOOD PLAIN NOTE & BENCHMARKS:
ALL ELEVATIONS SHOWN HEREON ARE BASED ON'FLOODPLAIN
REFERENCE MARK NUMBER 060020, BEING A ALUMINUM DISK
STAMPED RM F 216 BM-03. LOCATED ON THE FAIRMONT PARKWAY
APPROX. 0.1 MILES EAST OF HIGHWAY 146. HAVING A PUBLISHED
ELEVATION OF 12.97 FEET/NAVD88 (2001 ADJUSTED.)
TEMPORARY BENCHMARK'N (T.B.A. A) 15.68' = BEING A BOX CUT ON
AN STORM INLET LOCATED ON THE WEST SIDE OF POWELL ROAD
AT THE INTERSECTION OF POWELL ROAD AND EXPORT DRIVE. (AS
SHOWN HEREON)
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY
(FEMA), FLOOD INSURANCE RATE MAP (FIRM) FOR HARRIS COUNTY,
TEXAS, MAP NO. 48201 C0945M REVISED/DATED JANUARY 16. 2017,
THE SUBJECT TRACT APPEARS TO LIE FULLY WITHIN SHADED
ZONE "X".
SHEET NOTES:
1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS
OTHERWISE NOTED.
2. REFERENCE ARCHITECTURAL PLANS FOR EXACT BUILDING
DIMENSIONS.
3. CIVIL PROPOSED PARKING =0 STANDARD SPACES AND 0
HANDICAP SPACE.
4. PROPOSED HANDICAP SIGN SEE PAVEMENT DETAILS.
5. PROPOSED SIGN. REFERENCE LANDSCAPE ARCHITECT
PLANS FOR DETAILS.
6. CONTRACTOR SHALL REFERENCE THE LANDSCAPE
ARCHITECTURAL PLANS FOR ALL COURTYARD DETAILS.
7. EXISTING SURVEY WAS DONE BY WINDROSE LAND
SERVICES, INC. WITH THEIR CONTACT INFORMATION AS
FOLLOW:
Windrose Land Services, Inc.
3200 Wilcrest, Suite 325 Houston, Texas 77042
Phone (713) 468-2281 Fax (713) 461-1151
DEMOLITION KEYNOTES
DA\/CMCAIT 1111=1ifiA1 ITIf%KI.
40) PROPOSEDSAWCUT
41� CONCRETE PAVING TO BE REMOVED.
( 42) CURB TO BE REMOVED
43 ASPHALT TO BE REMOVED & REPLACED
44 GRAVEL OR CAUSED CONCRETE TO BE REMOVED
MISCELLANEOUS DEMOLITION:
50 FENCING TO BE REMOVED
51 LIGHTPOLE TO BE REMOVED AND RELOCATED
52 DITCH/SWALE TO BE REMOVED (MUCKED & FILLED)
(TO BE FILLED IN 6" LIFTS & COMPACTED TO
STANDARD PROCTOR DENSITY)
LEGEND:
EX/STING PAVEMENT
(CONCRETE/ASPHALT AS NOTED)
PROPOSED 7"CONC. PAVEMENT
FIRE LANE PROPOSED FIRE LANE
s
ZONING AREA SPLIT
OF 7�kj It
5: �SG[V7 N 1
K.L. SHEBLAK
i 79787
5/16/17
OCR' '1
WARD, GETZ & ASSOCIATES, LLP
CONSULTING ENGINEERS
TEXAS REGISTERED ENGINEERING FIRM F-9756
2500 Tangletvilde, Suite 120
Houston, Texas 77063
713,789.1900
PORT CROSSING RAIL
EXTENSION PHASE I
DIMENSION CONTROL &
DEMOLITION PLAN
LIu1
SHEET
C1.0
i
c
c
0
f77 �'ROE1ldB'
-°- - --t-- - A- - - i- -a7 - r-
6.
_ 1
t764---
Q v \ ,
N 03'06'23" W 300.00' 'a.• r'�
TG=12.00
TG=12.40
24•t-8.75(N)
i
1 _
d
16.5
. 17.&
_
-PROP. M.SWR.TPA'INL A4.3.1
� ° a
w
SWALE 1.0%
-,e h
ROPS e L
'tm
1�
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TG=12.00
rn
X
4p
X 30'1=822(E.ffl
y
$
80
N j
. -T5 14.56-
.-
°
PROP.S111SWR.T XINLAO �-+
__TG=12AD
15•t-9.13((M -
-_ _24•t=9.13(S) _
T s
PO S .SWR.
-
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-
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a
w
0
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w
VOL. 84.,B, PG. 86, H.C.D.-
m
---
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lab °d 'JaB
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tl 8.71
>e. >B. JB 74
f _--- rat ----- tat ----- f ---
_-.----------- -- C-- 1a2 ---_
a 17.7---
� � 17.J -
w P
� �' ^ -
ki
--�-� _. _ - � �� fig• -
r
r
m
� - e--+- - - - -I- - - : -+- - -
---�- -a I----I----4--I--
c s Q� Q
mn(Hr, 4.rg 1•, 50' BA., U.E. &
IV : RIM=MATCH FG 1f LANDSCAPE BUFFER
(2)24t=7.W(E) pm, NO. 608300, H.C.M.RJ
36-t-7.33(S) x SNf 511R. MH - - - - -
0ROP.(2)24'RCP + Rid EL 16.70'
-STM.SWR ---- mel
-- - - - - - - - - - -------- -
b
-36 LF @ 0.35% ^
= w
PROP. ONFLICTJUNC.BOX ^ m
W/MWAB)
RIM=MATCH FG040 E 740.03
(2)24t=721(W)
36t=7.21(E) - - - - --
----TF.C.
PROPOSEDSTM.SWR.TOAf - < PROP.36'RCPH STREETstMswR. CONNECT TO EX. STM. SWR.WITHIN R.O.W.1P.cor4lv.TODEXMO70676291WH.C.M.R. (CONNECTION TO REAPPROVED 6... AAR%'
3('t=7.19 (W) BY HARRIS COUNTY) m
EX 24't=B.T7 (S)
EX42't=7.19(N) .ty
' CONTRACTOR TO STOP PROP.
I•" PAVEMENT AT PROPERTY LINE.
n
I
PROJECT: NPH Pat Crossing Rai (Phase 1)
DESIGN STORM
5-YR
PROJ NO.:
'v
84.14
''
' •':
PREPARED BY BMF DATE 5/312017
BY: CHECKED
'd'
°e'
17.80
0.7881
FILENAME:
EXISTING C VALUE= 0.20
DRAINAGE AREA'A'= 6.47 ACRES
TC=10'AAO.1761+15
TC=10'(6.47)AO.1761+15=28.89 MINS
INTENSITY (5-YEAR, EXISTING) = 4.07 IN/HR
EXISTING RUNOFF (Q)=5.26
PROP. C VALUE= 0.85
DRAINAGE AREA'A'= 6.47 ACRES
TC=16.98 MINS
INTENSITY (5-YEAR) =5.141N/HR
EXISTING RUNOFF (Q)=2828
ALLOWABLE RUNOFF:
(REF. SUPPORTING DOCS. POWELL RD.- DRAINAGE AREA MAP)
C VALUE= 0.85
DRAINAGE AREA'N= 6.47 ACRES
TIC (PER EX. DAM) =10 MINS
INTENSITY (3-YEAR) = 5.38 IN/HR
ALLOWABLE RUNOFF (Q)=29.59
FLOOD PLAIN NOTE & BENCHMARKS:
ALL ELEVATIONS SHOWN HEREON ARE BASED ON FLOODPLAIN
REFERENCE MARK NUMBER 060020, BEING A ALUMINUM DISK
STAMPED RM F 216 BM-03. LOCATED ON THE FAIRMONT PARKWAY
APPROX. 0.1 MILES EAST OF HIGHWAY 146. HAVING A PUBLISHED
ELEVATION OF 12.97 FEET/NAVD88 (2001 ADJUSTED.)
0 60 120 TEMPORARY BENCHMARK W (T.B.A. A) 15.68' = BEING A BOX CUT ON
AN STORM INLET LOCATED ON THE WEST SIDE OF POWELL ROAD
SCALE: 1 = 60' AT THE INTERSECTION OF POWELL ROAD AND EXPORT DRIVE. (AS
SHOWN HEREON)
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY
(FEMA), FLOOD INSURANCE RATE MAP (FIRM) FOR HARRIS COUNTY,
TEXAS, MAP NO.48201CO945M REVISED/DATED JANUARY 16, 2017,
THE SUBJECT TRACT APPEARS TO LIE FULLY WITHIN SHADED
ZONE "X".
SHEET NOTES:
GRADING LEGEND:
79.50
EXIS771VG GRADE
TC79.50
TOP OF CURB
G79.50
GUTTER
TP79.50
TOP OF PAVEMENT
TG79.50
TOP OF GRATE
79.50
PROPOSED NATURAL GROUND
ME79.50
MATCH EXISTING
HIGH POINT
LINE
MH or Inlet
AREA
'C
'CA•
'TC'
min.
•1.
O
cts
L
FT
LINE
DESIGN
FALL
FT
OTHER
LOSS
FT
FLOWLINE
ACT
V
fps
HYD
GRAD
%
H
ELEV. HYD. GRAD.
TOP OF
PIPE
DNSTM
T.P. ELEV.
TP
LESS
HIS
FROM
TO
]NCR
ac.
TOTAL
ac.
SIZE
IN.
SLOPE
%
•N.
VALUE
O
cis
V
1 s
UPSTM
DNSTM
UPSTM
DNSTM
UPSTM
DNSTM
A
0
1
1.350
1.35
0.85
1.15
10.09
6.12
7.02
204
24
0.18
0.011
11.37
3,6
0.37
9.13
8.76
2.21
0.069
0.140
11.48
11.34
10.76
14(BO
12.40
3.32
A
1
2
0:950
2.38
0.85
1.96
M52
5.87
11.49
250
30
0.13
0.011
17.52
3.6
0.33
B-76
8.44
2.34
0.056
0.140
11.34
11.20
10.94
12.40
12.00
1.06
A
2
3
0.320
2E2
0.85
2.23
13.30
5.60
12.47
170
30
0.13
0.011
17.52
3.6
6.22
1
8.44
8.22
2.54
0.066
1 0.112
11.20
11.09
10.72
12.00
12.00
0.80
A
3
4
0.310
2.93
0.85
2.49
14.42
6.45
13.57
96
30
0.13
0.011
17.52
3.6
0.12
0.22
8.09
2.77
0.078
0.075
11.09
11.01
10.59
12.00
15.00
0.91
A
4
5
OA00
5.49
0.65
4.67
14.99
5.38
25.11
274
36
0.13
0.011
28.48
4.0
0.36
8.09
7.74
3.55
0.101
0,277
11.01
10.74
10.71
15.00
15.00
3.99
A
5
6
0.000
5.49
0.85
4.67
16.20
5.21
25.11
274
36
0.13
0.071
28.4E
4.0
0.36
7.14
3.55
0.101
0.277
10.66
10.38
10.38
76.00
15.00
4.34
A
6
7
0.000
5.49
0.85
4.67
17.56
5.06
25,11
38
36
0.13
0.011
28.48
4.0
0.05
7.383.55
J��7..2238q
0.101
0.038
10.37
10.33
10.33
ISM
15.0)
4.63
A
7
8
0.000
5.49
0.85
4.67
17.74
5.04
25.11
36
2-24'
0,35
0,013
26.83
4.3
0.13
7.33
71
4.00
0.397
0.110
10.31
10.20
7.21
15.00
16.56
4.69
A
8
OUT
0-A00
5.49
0.85
4,67
17.89
5.03
25.11
8
36
:0.19
0.013
29.14
4.1
0.02
7.27
7.19
3.55
0.141
0.011
10.20
70.19
11119
16.58
16.39
6.36
A
4.1
4.2
0,120
0.12
0.05
0.10
10.00
6.12
8.62
242
12
0,44
0.013
2.37
3.0
1.06
10.61
9.55
0.80
0.031
0.074
11.41
11334
10.55
15,20
15.50
3.79
A
4.2
4.3
0.210
0.36
0.85
0.31
15.07
5.37
i.fi4
156
12
0.44
0,013
2.37
3.0
0.69
9.55
8.06 1
2.09
0.212
0.330
11.59
11.26
9.86
15.50
14.75
3.91
A
4.3
4.41
0.120
2.39 1
0.851
2.031
16.31
5.21
10.58
160
30
0.13
0.013
14.82
3.0
0.21
8.89
8.65
2.16
0.066
0.106
11.26
11.15
11.15
14.75
14.851
3.49
A
4.4
4
0.170
2.56
0.86
2.18
17.55
5,97
11.03
95
30
0.13
0.013
14.82
3.0
0.12
8.65
8.53
2.25
9.072
0.068
11.10
11.03
11.03
14.85
EA
#70319
4.3.1
4.3
1.910
1,91
9.85
1.62
10.00
6.12
9.94
96
18
6.26
0:013
5.37
3.0
0.25
9.12
B.e7
5.63
0.891
0.855
11.06
10.20
19.37
1435
I
CITY OF LA PORTE STORM SEWER CALCULATION FORM
-:- - - - - ---- PROJECT: NPH Port Crossing P61(Phase l) DESIGN STORM 100-YR
PROJ. NO.: -b• 125.40
rNCREW 14.54.
a
.. '. � b �c '•.a
-------------- -----------------------
aum,r
0 so
IL
X v3
LL:
w
'o
---------------
.ae®o wx
PREPARED BY: BMF DATE: 5/3/2917 'd' 21.80
CHECKED BY: 'a. 0.7500
ar corer., c.
LINE
MH or inlet
AREA
'C'
'CA'
•TC.
min.
.1•
O
cfs
L
FT
LINE
DESIGN
FALL
FT
OTHER
LOSS
FT
FLOWLINE
ACT
V
fps
I HYD
GRAD
%
H
ELEV. HYD. GRAD.
TOPOF
PIPE
DNSTM
T.P. ELEV.
TIP
LESS
HG
FROM
TO
INCR
me.
TOTAL
ac.
SIZE
IN.
SLOPE
%
'N'
VALUE
O
cis
V
fps
UPSTM
DNSTM
UPSTM
DNSTM
UPSTM
DNSTM
A
0
1
1.350
1.35
0.85
1.15
10.00
9.36
10.74
294
24
0.18
0.011
11.37
3.6
0.37
9.13
8.76
3.42
9.161
0.328
13.21
12.88
10.76
14.80
12.40
1.59
A
1
2
0.950
2.30
0.85
1.96
10.99
9.15
17.89
250
30
0.13
0,011
17.52
3.6
9.33
8.76
8.44
3.65
0,136
0.339
12.88
12.54
10.94
12.40
12.00
-0.48
A
2
3
0.320
2.62
0.85
2.231
12.14
(IM
19.86
170
30
0.13
0.011
17.52
3.6
1 0.22
1
8.44
8.22
1 4.05
0.167
0.284
1 12.54
12.26
1 10.72
12.00
12.09
-0.54
A
3
41
0.310
2.93
0.8E
2.49
12.04
8.78
21.87
96
30
0.13
0.011
17.52
3.6
0.12
1,12
1.09
4.46
0.203
0.194
12.26
12.06
19.59
12.00
15.00
-0.26
A
4
5
0.000
5.49
0.85
4.67
13.20
8.72
40.69.
274
36
0.13.
0.011
28.48
4.0
0.36
8.09
7.71
5.76
0.265
0.727
12.06
11.34
10.74
15.00
15.00
2.94
A
5
6
0.000
5.49
0.86
4.67
13.99
8.57
40.69
274
36
0.131
9.011
28.48
4.0
0.36
7.74
7.38
5.76
0.265
0.727
11.34
10.61
10.38
15,00
15.00
3.66
A
6
7
0.000
5.49
0.8E
4.67
14.78
8.43
40.69
30
361
0.13
1 0.011
20,48
4.0
0,05
7.38
7.33
5.76
0.265
0A01
10.61
10.51
10.33
15.00
15.00
4.39
A
7
8
0.008
5.49
0.65
4.67
14.89
8.411
40.63
36
2-20
0.35
1 0.0131
26.83
4.3
0.13
1 7.33
7.21
6.48
1 0.805
0.290
10.51
10.22
L21
16.80
16.56
4.49
A
8
OUT
0.000
5.49
0.85
4.671
14.98
8.40
40.69
6
36
0.19
1 9.013
29.14
4.1
1 0.02
1
7.21
1 7.19
5,76
0.371
1 0.030
10.22
10.19
10.19
16.561
16.39
6.34
A
4.11
4.2
0.120:
0.12
0.85
0.10
10.00
9.36
0.95
242
12
0.44
1 0.013
2.37
3.0
1 1.06
1
10.61
9.55
1.22
0.071
0.173
13.06
12.88
10.55
15.28
15.50
2.14
A
4.2
4.3
0.240
0.36
0.85
0.31
13.32
8.69
2.66
156
12
0.44
0.013
2.37
3.0
0.69
9.55
8.66
3.39
9.555
0.865
12.37
11.50
9.86
15.50
14.75
3.13
A
4.3
4.4
0.120
2.39
0.85
2.03
14.08
8.55
17.37
160
30
0.13
0.013
14.82
3.0
0.21
8.86
8.65
3.54
0.179
0.286
11.50
11.22
71.15
14.75
14.8513.5235A
4.4
4
9,170
2.56
0.85
2.18
14.84
0.42
18.32
95
30
0.13
0.013
14.02
3.0
0.12
8.65
8.53
3.73
0.199
0.189
11.22
11,03
11.03
14.85
16.00A
4.3.1
4.3
1.910
1.91
0.85
1.62
10.00
9.36
15.20
96
18
0,26
0.013
5.37
3.0
0.25
9.12
0.07
8.60
2.084
2.000
12.22
10,22
10.37
14,75
11.
UKALAN(i NU I t,5:
1. ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS
OTHERWISE NOTED.
2. ALL SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING
DRIVEWAY CROSSWALKS, SHALL CONFORM TO ALL
APPLICABLE AMERICANS WITH DISABILITIES ACT
STANDARDS AND THE TEXAS ACCESSIBILITY STANDARDS.
IF ANY DISCREPANCY IS DISCOVERED, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER PRIOR TO POURING ANY
PAVEMENT.
3. ALL SIDEWALKS AND ACCESSIBLE ROUTES, INCLUDING
DRIVEWAY CROSSWALKS, SHALL NOT EXCEED A RUNNING
SLOPE OF 5% (1:20) WITHOUT A RAMP, AND SHALL NOT
EXCEED A 2% CROSS SLOPE (1:50).
4. THE ACCESSIBLE PARKING AND PASSENGER LOADING
AREAS SHALL NOT EXCEED A SLOPE OF 2% (1:50) IN ANY
DIRECTION,
5. ALL EXISTING APPURTENANCES ON SITE SHALL BE
ADJUSTED TO PROPOSED GRADE AS APPLICABLE.
6. CONTRACTOR SHALL REFERENCE GEOTECHNICAL
REPORT AND ALL ADDENDA FOR BUILDING PAD LIMITS AND
PREPARATION REQUIREMENTS.
7. CONTRACTOR SHALL ENSURE THERE IS POSITIVE
DRAINAGE FROM THE PROPOSED BUILDINGS AND NO
PONDING IN PAVED AREAS, AND SHALL NOTIFY ENGINEER
IF ANY GRADING DISCREPANCIES ARE FOUND IN THE
EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT
OF PAVEMENT OR UTILITIES.
`tlt�l
K.L. SHEBLAK
79767
5/16/17
mC�JG]
WARD, GETZ & ASSOCIATES, LLP
CONSULTING ENGINEERS
TEXAS REGISTERED ENGINEERING FIRM F-9756
2500 TangleWilde, Suite 120
Houston, Texas 77063
713.789.1900
I PORT CROSSING RAIL
EXTENSION PHASE I
BMF BMF
SHEET
C2.0