HomeMy WebLinkAboutPORT CROSSING BUILDING B-5 SITE PLANEVISIONS
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13/4" 0 IRON ROD W/
'COTTON SURVEYING
CO. CAP
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GL=16.56'
- lib 91
FIRE HYDRANT
(BY OTHERS
E
(1) 12n x8" TEE
(1) 8-GV & BOX
(2) 8" 45' BENDS
CONTRACTOR TO _ROU
WATERLINE OVER
�--SANITARY SEWER
TP- 1-- 25' B.L.
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GLi 16.39'
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PROP. 12" WL (BY OTHERS)
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GL=16.22'
'
=30'
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EXIST POWER POLES
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6 FU
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100'
ROW
PROPERTY LINE
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PROP. DOMESTIC 2" i
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C900 WATERLINE
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DOMESTIC
XIST.z
(1),2" WIDE BAND160'
XR1
ROWSINGLE
SADDLE TA(1)'2"
METER &ME
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28'
(1) 2" BACKFLOW i
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PREVENTER
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IRRIGATION
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(1) 2" CORPORATION
80.E
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STOP 1
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BOX
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(1) 2" BACKFLOW
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PREVENTER PLUG
(1) 2" PLUG
f
CONTRACTOR TO
ROUTE WATERLINE
OVER SANITARY 1
8"SAN. SWR. SAN.
SEW. MH (BY OTHERS)
EXIST POWER POLE I
Z REMOVE 6" PLUG &
o TIE INTO 6" STUB -OUT
°- FL 9.00'
E
1
PROP. 83 LF- 6"
m SDR 26 PVC SAN --
° SWR 0 1.00%
4
to 3/4" 0 IRON
ROD W/ COTTON
0 SURVEYING CO.
-i CAP
/ I
z PROP. SAN SWR
o (BY OTHERS)
0 EXIST POWER POLE
-
L=39.27'
R= 25.00'
i 48'00'40" W
3/4" 0 IRON
ROD W/ COTTON'
to SURVEYING CO.
o CAP \�P
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8 �9„ TEE
(1) 8 BACKFLOW
PREVENTER (TO BE PLACED I 1�9
16' U.E. ON BUILDING SIDE OF TEE) I PROPERTY LINE LG
PAD MOUNTED
ELECTRICAL TRANSFORMER
10' W.L.E. < 4 PROP. 8" C900 PVC /
oo, FIRE WATERLINE 1/
-PROP. 8" C900 PVC
FIRE WATERLINE _ N 80'54'30" E 765._75-', - N 80054'30" E 317.00'.,=-i"_
- - - - - - 2 8 GV & BOX - - 10,
�n (1) 8"X8" TEE W' .E.
W.L.E. ( I I 416.61' i I
536.98' (1) 8"X6" REDUCER
09 (1) 6" GV & BOX
(1) FIRE HYDRANT PROP 397 LF (1) 30" DIA HDPE PROP 331 LF (1) 36" DIA HDPE i
SWR 0 0.50% SLOPE STM SWR 0 0.29% SLOPE �-'
PROP. TYPE "A" 396.94' 330.52' TP= 15.2
STM SWR INLET " „
TG = h4.00' 1 I I PROP. TYPE A
FL = 10.33 b I I T-UNDERGROUND ELECTRICAL CONDUIT STM SWR INLET
I O I I I TG = 14.00'
16' U.E. I FL = 9.55'
CONQRETE PARKING 10 1
ARE/ VJ•LE' ( I I
l
--
T® I PROP. 8" C900 PVC EDGE OF BUILDING
NATURAL GAS MTER FIRE WATERLINE TELEPHONE SERVICE
ELECTRICAL SERVICE POINT
EDGE OF BUILDING �/ o
I 1 RESTRICTED RESERVE "B"
1 20.77 ACERS - AREA OF PROPERTY
I _ _ " 412,593 SQUARE FEET - BUILDING PAD AREA
SHADEg ZONE X (BUSINESS INDUSTRIAL)
I (SEE FLOOD HAZARD (OFFICE WAREHOUSE)
AREA NOTE) FINISHED FLOOR ELEVATION = 18.60' of `
� bo
0 EDGE OF BUILDING -
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'UNSHADED ZONE " "
(1) 8" 90' BEND -
I(SEE FLOOD HAZAR
(1) 8"X6" REDUCER
AREA NOTE)
1/1
(1) 6" GV & BOX
I
(1) FIRE HYDRANT
�i
r-- FIRE HYDRAN
(BY OTHERS)
I /
/
SANITARY SEWER
SAMPLE WELL
6" CLEAN OUT
EDGE OF BUILDING
PROP.
137 LF 6" SDR 26 PVC
SANITARY
SEWER SAMPLE WELL
SAN. SWR. 0 1.0% SLOPE
/
- - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
- .- - - - - - - - - - �..
- - -
PROP. PRE -CAST SAN.
CONCRETk
A KIN
SWR. MH RIM
ARE
�Rmz
ELEV= 17.72'
a
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PROP. TYPE "A"
FL = 6.40'
(4) 8" 45' BI
I
STM SWR INLET
PROP. TYPE "A"
STM SWR INLET
PROP. 397 LF (1) 27„ DIA. HDPE
TG = 14.00
PROP. 327 LF (1)
36" DIA. HDPE
2n
TG = 14.00'
STM SWR 0 0.50% SLOPE
FL = 8.79'
STM SWR ® 0.29%
SLOPE
IIt
0; Qa
FL = 10.75'
TP= 14.60'
TP= 14.54'
00
PROP. BERMS--\
30a Qd,
^ 326.67'
35 I ,,.,,. i
8° 90' BEND
(-(1)
(1)
8 X6 REDUCER
(1)
(1)
6" GV &
FIRE HYDRANT
BOX
(
PROP. TYPE "A" STM SWR
INLET
TG = 14.93'
FL = 8.62'
3/4" 0
IRON ROD W/
COTTON
SURVEYING CO.
CAP
PROP. 32 LF (1) 36" DIA.
HDPE
STM SWR ® 0.40% SLOPE
PROP. TYPE "A" STM SWR
MH
RIM ELEV= 15.50'
FL = 8.49'
129.23'
-
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PROP. 44 LF (1) 36" DIA.
HDPE
_
STM SWR @ 0.407. SLOPE
FL = 8.32'
1.26
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IR
5
7.1'
I
30'
- PROPERTY LINE
DRIVE
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CITY OF LA PORTE
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SURVEY MARKER N0. 110
79.00'
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CONTRACTOR TO ROUTE
10'
STORM SEWER OVER
W.L.E.
SANITARY SEWER
PROP. TYPE "A" GRATE INLET
I
TG = 16.50'
d
5.0'
FL = 7.86
0 z
PROP. 35 LF (1) 36" DIA. HDPE
I D
STM. SWR. 0 0.40% SLOPE
- rw-
00
"A"
I
PROP. TYPE STM SWR MH
oI
RIM ELEV= 17.10'
FL = 7.73'
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PROP. 44 LF (1) 36" DIA. HDPE
STM SWR ® 0.40% SLOPE
I
FL = 7.56' TP= 14.60'
PROP. 72 LF 6"
SDR 26 PVC SAN.
SWR. 0 1.0% SLOPE
1
3 6'
REMOVE 6" PLUG & TIE INTO
6" STUB OUT. (BY OTHERS)
FL=5.68
35.11
74 77'
IV= 16.68' I
PROP.
R=25'
- 3/4" 0 IRON ROD W/ COTTON
SURVEYING CO. CAP
N 86'59 20 E 1,057.75' �-8" WATERLINE GL=14.40' / ` . GL= 14.94' PROP. 8"
__ R-30
a PROP. EXPORT DRIVE (BY OTHERS) GL=14.57'-�G L 14.73' L= 14.91' -TP= 15.6' (BY OTHERS)
(GO ROW) (BY OTHERS) -PROPERTY LINE - L= 15.2SAN. SWR.
3'
- - - - - - - - - - - - - - - - - - - - - - - TIT
- -
PROP. 8" FIRE HYDRANT
(BY OTHERS)
-------------------- ----------- - SBY OTHERS) r------------
FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT 2 8" GV & BOX
(BY OTHERS) �J� (BY OTHERS) (BY OTHERS) (BY OTHERS) �1� 8" X 8" TEE
4' WIDE SIDEWALK �e OF�\P
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(BY OTHERS) cp
OWNER/ DEVELOPER
MARK STUDTMANN
PORT CROSSING LAND, LP
C/O ML REALTY PARTNERS, LLC
THE CHANCELLORY
ONE PIERCE PLACE, SUITE 450
ITASCA, IL 60143
MARK DATE DESCRIPTION BY
A 8/18/06 SUBMITTED '0 COLP FOR REVIEW CJE
0 9/15/06 SUBMITTED tO COLP FOR APPROVAL CJE
1 9/27/06 SUBMITTED 0 COLP FOR SIGNATURE CJE
2 10/4/06 SUBMITTED'. 0 COLP FOR SIGNATURE CJE
LEG
EXIST. PROF , FLOWLINE
ok Ilk POWER POLE
• 0 SAN SWR MANHOLE
$ 4 FIRE HYDRANT
-O- -(> WATER VALVE
• O STM SWR MANHOLE
❑ p STM SWR INLET
ABBREVI DONS
BL BUILDING LINE PVC POLYVINYL CHLORIDE
DIA DIAMETER TG TOP OF GRATE
FL FLOW LINE TP TOP OF PAVEMENT
GL GUTTER LINE WLE WATERLINE EASEMENT
NOTES:_
1. PROPERTY ZONED AS PL 1NNED UNIT DEVELOPMENT (PUD).
2. GENERAL PLAN AND SPI DIAL CONDITIONAL USE PERMIT
#SCU06-003, 8-28-06
3. PARKING LOT PLANS AN I PAVEMENT DESIGN BY OTHERS.
4. DETENTION REQUIREMEN", 5 FOR THIS TRACT ARE PROVIDED
WITHIN THE PORT CROSSINt REGIONAL DETENTION BASINS.
5. UNLESS OTHERWISE NO 'ED, ALL "TYPE" CALLOUTS REFER
TO CITY OF LAPORTE STAN IARD DETAILS.
6. FILING DATE: Septemt er
BM:
ELEVATIONS SHOWN ARE BISED ON FLOOD PLAIN REFERENCE
MARKER NO. 010295 LOCA' ED AT THE INTERSECTION OF
McCABE ROAD AND POWELI ROAD WITH A PUBLISHED
ELEVATION OF 12.47 NAVD88, 2001 ADJUSTED.
FLOOD HAZARD AREA:
ACCORDING TO MAP NO. 41201CO945J OF FEDERAL
EMERGENCY MANAGEMENTGENCY'S FLOOD INSURANCE RATE
MAPS FOR HARRIS COUNTY DATED NOVEMBER 6, 1996, THE
SUBJECT TRACT IS PARTIAI LY SITUATED WITHIN UNSHADED
ZONE "X"; DEFINED AS ARI AS DETERMINED TO BE OUTSIDE
THE 500-YEAR FLOOD PLA N. THE SUBJECT TRACT IS ALSO
PARTIALLY SITUATED WITHII SHADED ZONE "X"; DEFINED AS
AREAS OF 500-YEAR FLO() WITH AVERAGE DEPTHS OF LESS
THAN 1 FOOT.
DESIGN CJE DATE 08/28/06
DRAWN VRV DATE 08/28/06
CHECKED DATE
APPROVED DATE
SEAL AREA SEAL AREA
�-
.�•�6
JASON ECKERT i
0 94993
E.....IONAL
C
G
I o�3/06
GRAPH C SCALE <S):
0 60, 120'
1 "-60'
GOLDSTON ENGINEERING INC.
CORPUS CHRISTI HOUSTON
PORT CRO !SING LAND, L.P.
PORT CROSSING
BUILDING B-5
LA PI IRTE, TEXAS
IVU`1t vF\ Li L.VL.L\ Ir1VILIV 1 J11 L. I- LJ'11V
1701 S. 16th ST (POWELL ROAD)
PROD. N0. A06019-02 SCALE 1 SHOEET 3 REV.
' +HOWN 2
DRWG. NO.
06- 8aal
OWNER'S CERTIFICATE
;EVISIONS
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WE, PORT CROSSING LAND. L.P. C/O ML REALTY PARTNERS, LLC. AS OWNERS OF THE 20.7702 ACRE
TRACT DESCRIBED IN THE ABOVE AND FOREGOING SITE PLAN OF BUILDING B-5 DO HEREBY ESTABLISH SAID
DEVELOPMENT OF SAID PROPERTY ACCORDING TO ALL LINES, DEDICATIONS, RESTRICTIONS AND NOTATIONS ON
SAID SITE PLAN. WE FURTHER CERTIFY THAT ALL IMPROVEMENTS SHOWN ON SAID SITE PLAN SHALL BE
CONSTRUCTED IN THE LOCATIONS SHOWN.
FURTHER, OWNERS AGREE THAT THOSE STREETS AND UTILITIES LOCATED WITHIN THE BOUNDARIES OF THIS
SITE PLAN SPECIFICALLY NOTED AS PRIVATE, SHALL BE MAINTAINED AS PRIVATE STREETS AND UTILITIES BY THE
OWNERS, HEIR, SUCCESSORS AND ASSIGNS AND FURTHER, THAT SAID PRIVATE STREETS SHALL ALWAYS BE
AVAILABLE FOR THE GENERAL USE OF THE PUBLIC FOR FIREMEN, FIREFIGHTING EQUIPMENT POLICE AND OTHER
EMERGENCY VEHICLES OF WHATEVER NATURE AT ALL TIMES.
ACKNOWLEDGEMENT EXECUTION
IN TESTIMONY WHEREOF, PORT CROSSING LAND, LP HAS CAUSED THESE PRESENTS TO BE SIGNED BY MARK
STUDTM,4t N. ITS VICE PRESIDENT, THERETO AUTHORIZED, ATTESTED BY ITS VICE PRESIDENT, RUSSELL PLANK.
THIS r DAY OF M► k , 2006.
ATTEST.
CITY APPROVING AUTHORITY CERTIFICATE
THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN AND DEVELOPMENT OF
PORT CR0,SSING`_gLD& ax-5 __ IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LA PORTE.
m
SITE PLAN ACCURACY CERTIFICATE
I, DONALD S. PEEBLES, 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 BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE CURATELY SHOWN
THE PLAT.
DONALD S. PEEBLES
RPLS 2437
A METES & BOUNDS DESCRIPTION OF A CERTAIN 20.7702 ACRE TRACT LOCATED IN THE J. HUNTER SURVEY,
ABSTRACT NO. 35 IN HARRIS COUNTY, TEXAS, BEING A PORTION OF A CALLED 155.438 ACRE TRACT (TRACT 1)
AS DESCRIBED IN SPECIAL WARRANTY DEED RECORDED IN CLERK'S FILE NO. Z103337 OF THE HARRIS COUNTY
OFFICIAL PUBLIC RECORD OF REAL PROPERTY, AND A PORTION OF A CALLED 30.247 ACRE TRACT (TRACT 11)
AS DESCRIBED IN SPECIAL WARRANTY DEED RECORDED IN CLERK'S FILE NO. Z040696 OF THE HARRIS COUNTY
OFFICIAL PUBLIC RECORDS OF REAL PROPERTY, SAID 20.7702 ACRE TRACT BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS WITH ALL BEARING BEING BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM,
SOUTH CENTRAL ZONE, NAD83;
COMMENCING AT A FOUND 5/8—INCH IRON ROD (WITH CAP STAMPED "WINDROSE TX 4757) MARKING THE
NORTHWEST CORNER OF THE SAID 30.247 ACRE TRACT, BEING IN THE SOUTH LINE OF A CALLED 13.000 ACRE
TRACT DESCRIBED IN WARRANTY DEED RECORDED IN CLERK'S FILE NO. G716283 OF THE HARRIS COUNTY
OFFICIAL PUBLIC RECORDS OF REAL PROPERTY, BEING IN THE EAST RIGHT OF WAY OF POWELL ROAD (60 FEET
WIDE), FROM WHICH A FOUND 5/8—INCH IRON ROD BEARS SOUTH 03'00'36" EAST, 4453.32 FEET, AND A
FOUND 2—INCH IRON PIPE (BENT) BEARS NORTH 33'47'40" WEST, 1.07 FEET;
THENCE, NORTH 86'54'30" EAST, 40.25 FEET ALONG THE SOUTH LINE OF THE SAID 13.000 ACRE TRACT, BEING
COMMON WITH THE NORTH LINE OF THE SAID 30.247 +ACRE TRACT TO THE POINT OF BEGINNING OF THE HEREIN
DESCRIBED 20.7702 ACRE TRACT;
THENCE, NORTH 86'54'30" EAST, 1082.75 FEET ALONG THE SAID COMMON LINE, TO A POINT FOR CORNER IN
THE SOUTH LINE OF A CALLED 13.9769 ACRE TRACT (TRACT 1) AS DESCRIBED IN SPECIAL WARRANTY DEED
RECORDED IN CLERK'S FILE NO. Z103337 OF THE HARRIS COUNTY OFFICIAL PUBLIC RECORDS OF REAL
PROPERTY, FROM WHICH A FOUND 1—INCH IRON PIPE BEARS NORTH 86'54'30" EAST, 465.98 FEET;
THENCE, SOUTH 03'00'40" EAST, 836.49 FEET TO A POINT FOR CORNER; THENCE, SOUTH 8659'20" WEST,
1057.75 FEET TO A POINT FOR CORNER MARKING THE BEGINNING OF A CURVE TO THE RIGHT;
THENCE, ALONG THE ARC OF SAID CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET, AN ARC LENGTH
OF 39.27 FEET, A CENTRAL ANGLE OF 90'00'00", AND A LONG CHORD BEARING NORTH 48'00'40" WEST, 35.36
FEET, TO POINT FOR CORNER;
THENCE, NORTH 03600'40" WEST, 809.97 FEET TO THE POINT OF BEGINNING, CONTAINING 20.7702 ACRES OF
LAND IN HARRIS COUNTY, TEXAS.
MARK DATE DESCRIPTION BY
A 8/18/06 SUBMITTED I 1`0 COLP FOR REVIEW CJE
0 9/15/06 SUBMITTED, (O COLP FOR APPROVAL CJE
1 9/27/06 SUBMITTED' j0 COLP FOR SIGNATURE CJE
DESIGN DATE
DRAWN DATE
CHECKED DATE
APPROVED DATE
SEAL AREA / // SEAL AREA
JASON ECKERT i A DJRALD S.PEE3LES ioo
94993
•h FS�.�CENSE�•G?� e p .
.. b is RE:
AL EaF �•• N 1
GOLDSTON E
CORPUS CHRISTI
VG INC.
HOUSTON
PORT CROS hNG LAND, L.P.
PORT C SRO
MISC. NOTES & VICINITY MAP
PROD. NO. A06019-02 CALE 2 SHEET3 REV.
Si IOWN ')
DRWG. N0.
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PROP.
WATER
METER
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OPEN) III
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PROP. 8"
FIRE WL
I EVISIONS
GENERAL NOTES
MARK
DATE
DESCRIPTION
o
1
ALL TS HALL POT AND HEAD,
1]
7 7
11
I
T T [TT 7 T
T
SYMME RIICALSFOLIAGEEANDLBRANCHING
�771
STRUCTURE.
2.
LANDSCAPE CONTRACTOR SHALL LOCATE ALL
SPRINKLER HEAD. Tr
UNDERGROUND UTILITIES PRIOR TO EXCAVATION
I
ED
OR TRENCHING. LANDSCAPE OR SHALL
CT
BE RESPONSIBLEFOR REPAIR REPAIRING REPLACING
ANY DAMAGE TO UTILITIES OR OTHER
IMPROVEMENTS.
I�
3.
GRADE SURFACE TO ENSURE AREAS DRAIN
—
(
AWAY FROM STRUCTURES AND TO PREVENT
PONDING AND POCKETS OF SURFACE DRAINAGE
1=
SPREAD AND AVERAGE OF 1" SHARP SAND
-
OVER ENTIRE AREA TO BE SOLID SODDED. HAND
®
LANDSCAPE
ANALYSIS
FORM
RAKE ENTIRE AREA PRIOR TO SODDING; OBTAIN
®
OWNER'S REPRESENTATIVE'S APPROVAL OF
- Area of property
(A)
904,796
sf
GRADE PRIOR TO SODDING.
4.
ALLOW FOR FINISHED GRADE AT EDGE OF
Building pad
area
(B)
— 412,593
sf
WALKS AND CURBS TO BE A MINIMUM OF 1"
TO 1 1/2" BELOW TOP OF SIDEWALK AND
- A
— B
= (C)
492,203
sf net
developed area
CURBS AREAS SO GRASS WILL NOT HOLD
WATER ON WALK AND SHALL BE CONSISTENT
Landscaping
area
required
29,532
sf (C X
6%)
ALONG EDGE.
Landscaping
area
provided
88,864
sf
5.
LANDSCAPE CONTRACTOR TO COORDINATE AND
FF= 18.00
SCHEDULE HIS WORK WITH OTHER
CONTRACTORS WORKING ON THE PROJECT SITE.
PROPOSED
BUILDING B-5 (BY OTHERS)
412,593 S.F.
6.
C�?
IRRIGATION SPRINKLER ALL LANDSCAPING.
—
20.7702 AC.
1-2" CORPORATION STOP
1-2" METER
1-2" BACKFLOW PREVENTER
1-2" PLUG
�4,p� "�w
pm
SOD
PLANTING DETAIL "D I"
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PARKING NOTES:
1. ALL AUTO PARKING TO BE 10'Wx18'L C2v
(MINIMUM). 3 MRt4 P -r)
2. ALL ADA PARKING TO BE 14'Wx2O'L (MINIMUM). (8 ?AAkZNG 5POT5)
EXPORT DRIVE (PROPOSED 60' ROW) (BY OTHERS)
PLAINT SCHEDULE
SYMBOL
QTY,
COMMON NAME
SIZE
EXISTING TREES TD REMAIN
4
_
LIVE DAK
P' CAL.
(MINIMUM)
_
LAGUSTRUM JAPDNICUM
5 GAL.
0
_
Knock Out Rose
5 GAL
o
Nandina 'DoMestica'
5 GAL
_
Moss Rock Boulder
3'-5'
_
Japaneese Bik Pine
30 GAL,
il•ll�l�
III
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II 11=11?
I II-11=11 .11=
'=11 II:.11.=/�
,1.�)��
(AS nEpmiID
rIN R ml So11RCE
BACKFLOW PREVENTER
2 SHRUB PLANT
N.T.S.
04
W i
m''
DESIGN
DAT7AREA
DRAWN
DAT
CHECKED
DA
APPROVED
DAT
SEAL AREA
SEA
GRAPHIC SCALE (S):
0 60' 120,
1...60.
11! AIRCRAFT CDRD, GUY WIRES
1/8' DIA., 7X7 STRAND w7
HOSE (BLACK) 1 1/2' DIA.
PORT CROSS 'NG LAND,
L.P.
FIN. GRADE 3' MULCH
PORT CROSSING
6'SOILSAUCE
BUILDIIJG
B-5
I=11-
_
BACKFILL
LA POR
;E, TEXAS
LANDSCAPINC
/ IRRIGATION
' =
C2> 2X2X8' LG. WOLMANIZED PINE
STAKES, DRIVE STAKES MIN, 3'
INTO GROUND,
STAKES SHALL BE PARALLEL AND
VERTICAL, TOP DF STAKES SHALL
" BE EVEN.
ZTREE PLANTING
A T.S.
SITE
PLAN
PROD. N0. A06019-02
S ALE
SI- )WN
3 SHOE 3
REV.
0
DRWG. N0. 1-1.00