HomeMy WebLinkAboutRWC STORAGE & WAREHOUSING SITE PLANGENERAL NOTES
LCR'ER.
SAN
z2s e JAGAITO
SITE PLAN
. BAY.
LEGEND
I. THIS SITE PLAN WAS DEVELOPED IN PART FROM A SURVEY PROVIDED BY
t—S-2 SANITARY SEWER (SIZE NOTED)
z WATER LINE (SIZE NOTED)
401 WEST BARBOURS CUT
BLVD.
SURVEY 1, INC., DATED 08-08-2012, JOB #8-16970-12.
��'r ---
-----
N .
2--�—� OH ELEL OW R LINES (SIZE NOTED)
OH ELEC POWER ONES
MINOR DEVELOPMENT SITE PLAN FOR
SI __
"{Y pm'T
, 6AREOURS CUT
6• ELECHAIN LINK FENCE
2—t�� UG ELEC POWER LINES
RWC PUBLIC WAREHOUSING & STORAGE
2. THIS PROPERTY DOES NOT LIE IN THE 100 YEAR FLOOD PLAIN
e PROJECT 's
�PL-2 PROPERTY LINE
STORM SEWER
117,119.9984 SQ FT/ 2.689 AC
ACCORDING TO FLOOD INSURANCE RATE MAP #48201C 09450L, DATED
LOCATION g,
TREES (11) - LEELAND CYPRESS, 50 GAL MIN.
6.18.07 AND IS IN ZONE DX"
FAIR
TREES (6) - LIVE OAK, 30 GAL MIN.
'
a r ie UP
'^ ,v BARBOUR CUT •_____________'_-___ r
`
TREES 46 - CREPE MYRTLE 15 GAL MIN.
( ) ,
EXISTING FIRE HYDRANT
_POSTING 10 WTER UNE
W w VVW VVVVW W
W W W
1
3. ` EXISTING FIRE HYDRANT LOCATED LESS THAN 120 FROM PROPERTY ON
m
I `°' `,.
NORTH ,�
MPO POINT
---SHRUBI (383) - DWARF OLEANDER, 5 GAL MIN.
BACK OF CURB
BACK OF CURB
......
NORTH SIDE OF BARBOURS CUT BLVD.
MADISON s
EAsr ,0 Y qA,
EXISTING FIRE HYDRANT <120'
FROM BUILDING LOCATED ON NORTH
°
SIDE OF BARBOURS CUT BLVD.
---------
PLR s
4. HCAD #024 039 030 0015; 0017; 0019; 0023; 0025; 0026; 0027; 0028.
m M m n 9y 9y
HIGHWAY--------------------------------------------------------------------------------------------------------
r ry
WEST BARBOURS CUT
BLVD.
5. LEGAL DESCRIPTION: LOTS 8-32; THE SOUTH 15' OF LOT 7; THE SOUTH
F�
LA 2 oR E
F
100' Row
.910
m N D ry A9P
CONCRETE PAVEMENT
240 OF CLOSED 16 ALLEY; THE EAST 8 OF THE NORTH 160' OF
_
_ _
RD
CLOSED 8' ALLEY AND 400' OF CLOSED 80' R.O.W. (AKA N 3 STREET),
VICINITY MAP: 540X SCALE: NONE
03
------------------------------------------------------------
EXISTING STORM INLET
------------------------------------------
BLOCK 330, TOWN OF LA PORTE, HARRIS COUNTY, TEXAS:
EXISTING CONCRETE STREET, EXISTING CREPE MYRTLE
CURB fl GUTTERS TO REMAIN
PROPOSED EXISTING CREPE MYRTLE PROPOSED EXISTING CREPE MYRTLE
CREPE MYRTLE TO REMAIN CREPE MYRTLE TO REMAIN EXISTING
30 DRIVEWAY TO REMAIN
EXISTING CONCRETE
STREET, CURB fl GUTTERS
-
P
E1OSTNGGRASSY 3w-w
EXISTHGGRASSY
��AREA
6. PARKING REQUIREMENTS: STORAGE & WAREHOUSING:
-.
AREA TO REMAIN -
ala
TO REMAIN'
4 MIN
EXISTING
6' CHAIN UNX
FENCE
I
I I EXISTING
I MANHOLETO+
(3 PER 1,000 SF OFFICE SPACE, SF) 6
SCOPE OF WORK
00 oao%00000a (nXoaaaa aaaibaaaaoaoa+3�ooaa aao aaa X
ao
yPgp�pI�P�gEEN�gE
+ (I PER @ 1.5 NON -OFFICE EMPLOYEE, 6) 4
(
CDNC'CRBN6
I
a
W/SLAT SCREENING
TOTAL 14 SPACES REQUIRED - 15 SPACES PROPOSED (IHC).
PROPOSED WORK CONSISTS OF MINOR DEVELOPMENT SITE PLAN OF
415 WEST BARBOURS CUT
'
(
PROPOSED - PROPOSED TO REMAIN
4' LANDSCAPE BED LIVE OAK TREES -
I W/DWARF OLEANDERS I
b
2.689 AC VACANT LAND. CONSTRUCTION TO INCLUDE 14,650 SF METAL
EXISTING MR BUILDING
I
PROPOSED OVER HEAD
I ELECTRICAL LINE PROPOSED I
1 W/SLATSCRENNG „
7. KEY MAP: 540-X.
1
BUILDING WITH STUCCO FACADE FOR STORAGE AND WAREHOUSING WITH
I
° PROPOSER
CATCH BASINS
I il
a
° a
AN ATTACHED 1,841 SF OFFICE SPACE. PAVING TO BE CONCRETE WITH
..
,.
PP
PROPOS._
ELECTRICAL P EXISTING CONCRETE WEIR
ELECTRICALPOLE AND LACEDCOVER /GRATE
REPLACEDW/GRATE -
a
a
WER'ANI�MT°�/OVERTD
BE REPLACEDW/GRATE
-
SIC
8. SIC CODE #4225, NAICS #493110; - -
EXTENSIVE LANDSCAPE IMPROVEMENTS.
EXI
^"1�G"K
LOT 30 i
GENERAL WAREHOUSING AND STORAGE. ZONING PERMIT ON FILE.
FENCE
1 g
ELECTRICALOSED L LINE
a
_
w
�
..
8 REINFORCED CONCRETE PAVING OVER T
1 4' LIME STABILIZED BASE (
- A4 REBAR @ 12' OCEW I
a
a
a
CISO9.
PROPOSED 4' LANDSCAPE
BED 8 / DWARF
F OLEANDERS
u
TREE CALIPER INCHES TO BE MINIMUM 65 . TO OFFSET CLEARED TREES,
1- ORn I
REMOVED ON CLEARING- PERMIT #14-00001360, 09/29/14. "
. / ..
9 PS .5, BPS
b
O - PHILLIP HOOT
v 4,6 WEST 024 039 GUT BLVD'
lJt HCAD j/024 039 030 0001
13 PS I IO PS 7P5
w ..-20'-a'-4---25'-0'�20,-0' •� 20'-0• 1..
I I ( �„
a
a
p
10. LANDSCAPE WATER METER WITH APPROVED RPZ TO BE PERMITTED
.
_
w
o HPS.� GPB
SEPARATELY.
EXISTING6'
I
12 PS a 5PS
( -. '•
O
.. .. -
'.
CHAIN LINK FENCE
. .. PROPOSED
I DOMESTIC
w S°'
I I 1
') RELECTRIOVERHEAD i, 4PSURn
..: I
a
.. _
11. STRUCTURE TO BE A PREFABRICATED METAL BUILDING WITH STUCCO
w .WATER METER
, ,
RpppSED ..,••::.'r':>;r.l ;icCia p• N: �)-'":.. v' 3PS
P ( tlY PATER IVNE
a
°
FINISH TO MEET 100% MASONRY/GLASS ORDINANCE.
III I IIIIII IIII�IIIII 2PS
9 -
I
I <Fw PROPoseooFFICE 1
a
NARSI INC.
CITY APPROVING AUTHORITY CERTIFICATE
PROPOSED 4' FV
.. PROPOSED SEWER LINE
. 6' C.L. FENCE - -
W/ SLAT SCREENING
IRS
AREA 1,841 SF (
I IN I 1 1 :
C0�
O
a
2802 NORTH WAYSIDE DRIVE)
HCAD #124 891 001 0001
-LION KING TRUCK STOP-
I--
ZONED:
a
( ; I '
I e; I I EXIST 8o UTILITY ESMNr
-
BUSINESS INDUSTRIAL BI
( )
THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED
° g
THIS SITE PLAN DEVELOPMENT OF RWC PUBLIC WAREHOUSING &STORAGE
P {QP
`s
IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LA PORTE.
° CATCHBASIN'
a °
I
I
I I CAPiBa ASH CA"i5A�51N q
° o
I
wrLl scING
T
OWNERS:
(SUBrn/TTFD PRJOZ ?b NvUe ZV/Y{�
=2{I
RWC EXPRESS, LLC
_ a ,
I
I I
S
—'
8316 EAST FREEWAY
a EIN4' LIME CONCRETE PAVING OVER---,-___,,
F— a 4 LIMESTR@12EDBASE I i
o ¢ a #4 REBAR @ 12' OCEW ,
I
°
C�
HOUSTON, TX 77029-1612
BY: M. BY:
w
= oN
I ;
I Of21 I
a
z
TIM TIETJEN BOB ENG
sToRAGE i
a
LANDSCAPE:
LA PORTE PLANNING DIRECTOR LA PORTE CITY ENGINEER
PROPOSED
;�
BUILDING I
14,650 SF I
p
X
w
n
-LEYLAD CYPRESS, 50 GAL MIN. @ 5 CAL. (9)
4' LANDSCAPE BED W/
DWARF EOLEANDERS fl
CREPE MYRTLES
j
I e^
w �>-
I ° ' IB' REINFORCED CONCRETE PAVING OVER
I I 4' LIME STABILIZED BASE
a
-LIVE OAK 40 GAL MIN. @ 4" CAL. (6)
BY:
-
_Z-,I i a
I I #4 REBAR @ 12' OCEW
:. 1 _
ERIC ENSEY
wI ;<
I I
-CREPE MYRTLE, STANDARD NATCHEZ 15 GAL MIN. @ I" CAL. (40)
CITY PLANNER
N
�n i
I
o
-DWARF OLEANDER, 5 GAL MIN. (276)
2-PVCSLEEVES -SED
a LWDER DRIVEWAY PAVEMENT
�I ; Z
FI i N
I I CATCH BASIN
0
0
_ -
-. PRO PJgSED 6' CL FENCEIN
GATE
W/NG
SLA°T SCREEN G. ...
- I i
I
I
'I Iarm I
I I
PROPOSED
4'LARFOLEANDE
WDWARFOLEANDERS
SITE PLAN ACCURACY CERTIFICATE
PROPOSED
CATCH BASIN
i
I ,
PROPOSED PROPOSED a
( ( CATC ASIN CATCH BASIN a
CREE
_
I ,
s PROPOSED
6 C.L. FENCE
I e
,
I
I ' Imm 16'
EXIST 16 UTILITY ESMNT
I
a
PROPOSED
C.L. FENCE
W/ SLAT SCREENING
-
I RODNEY LEE SLATON AM REGISTERED UNDER THE LAWS OF HE
) 1 T
WI SLAT SCREENING
i
a
e
e
I
0
STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING
N NGIN ERING AND
PROPOSED
m , DUMPSTER LOCATIWt _
THICKEN CONCRETE TO DEEP
®
e
e
I
PROPOSED
I - I
a
PROPOSED
RP2 WI CAGE,
..
'.
HEREBY CERTIFY E
T Y THAT THE ABOVE PLAT OR SITE PLAN IS TRUE AND
$i Is
a
e
I
CATCH BASIN
IAT le
I I
LANDSCAPING
-
..
CORRECT, AND THAT ALL BEARINGS DISTANCES ANGLES CURVE
.•
/(��gTec wv �1��C 90f .c I,J' at
�`\ J.
RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT.
a e a
RPZ a
%,L•
- PROPOSED
2 LANDSCAPE
✓Y
a
a a a a s
a qd 4a q ba qd b4 Od ba
qd tra q dda qd dda odb ba
qi!
Odb
4 q q
tr4 q0 tr4 qd ba qa d Oq tr
a gbtr bo qOd da Od bab Obb ba0 pbba btr0 pbbb btr0 qq
WATER METER
cos^^ /► y/(
P)*t�cos . �01 �• ,/bOtA<<j C�'� \/� '
GJ�+:o�lC�.
1 l ' N 1 W W C 4oaSt �' T/y
It t �
a ee•aa•oo• ►, uaao•
w e EXISTING WM MaPOSFn
i WATER METE aox°N
PROPOSED 8' e
PROPOSED-
JUNCTION BOX
�
E WOOD FENCE
EXISTING 6' SIDEWALK III
...
I
EXISTING 6' SIDEWALK
Xr�o���l00�
1 ,�. l 1
15 t5 0 1 -�Gc s .Z,`lp
BY:
6' S\DEWPLK
EXISTING
WEST ' E' STREET 18' HDPE
PIPE
=
EXISTING
15• HOPE
PIPE
R
EXISTING FIRE HYDRANT <96'
FROM
e� �� Ib1 alle $ a
/
RODNEY LEE LATON, P.E.
TEXAS REGISTRATION NO. 90298
EYdS51ND
.
60' ROW
o
(UNDEVELOPED)
�
EXISTING
N
o
�
z
_
BUILDINGOF PROPERTY
�1� l 1 [ rd y
to to Q.'� '{ 1(� OC C� J '1.
C 5 A 3 S
({��jy�y��
SLATON AND SON ENGINEERING, FIRM NO. 6719
_
20'
ASPHALT10
Of�1
o
EXISTING
?' HDPE
s=
S
PAVING
F
y
�5
3
PIPE
3F
-
x
SITE PLAN
03
N O T E S
02
N O T E S
01
SCALE: 1" = 30'
SCALE: NONE
SCALE: NONE
�Oed
117
Ilk %/
rA�ers
planning - design - execution -
P O B o x 8 B 4
La Por-ta• Taxaa 7-78772
Office/Fax: (201)687-8820 Cell: (712)409-7760
www.projectdesignpartners.com
PROJECT NUMBER -
PROJECT TITLE
• J p
v
W Z C)
Q
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D 0 W
0 0 cc,
O
U) W m n-
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W
d'
PROFESSION& SEAL
j RODNEY LEE
..........................
90298�
AL
S �0-
ENGINEER OF RECORD:
SLATON li SON ENGINEERING
TEXAS REGISTRATION NO. 90298
TBPE FIRM NO. 6719
14710 COBRE VALLEY
HOUSTON, TEXAS 77062
REVISIONS
NO.
DATE
DESCRIPTION
I
2
4
SCOPE OF THE DOCUMENT
THIS DRAWING INDICATES THE GENERAL SCOPE OF THE
PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE
DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL
ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL
ELECTRICAL SYSTEMS. AS SCOPE DOCUMENTS, THE
DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL
WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION
OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON
THE BASIS OF THE GENERAL SCOPE INDICATED OR
DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS
REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF
THE WORK. THESE DRAWINGS SHALL NOT BE USED FOR
CONSTRUCTION LHLESS DATED AND NOTED AS ISSUED FOR
CONSTRUCTION WORK. THIS DOCUMENT IS THE PROPERTY
OF AND IS NOT TO BE USED, IN
WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORIZATION OF
f�i-oJccb YJcs/cJn f�arG-�ci-s
W/ARN�NC�
IF THIS BAR DOES NOTMEASURE 1' THEN DRAWING IS
NOT TO SCALE
DRAWN BY:
CHECKED BY:
DATE
DPLINEV
04/02/2015
SHEET TITLE
SITE
& BUILDING
PLAN
DRAWING NUMBER
SHEET NO.
C1.1
PIPE SECTIONS
LABEL
SIZE
LENGTH
"A"
15" 0 HDPE
88'
"B"
15" 0 HDPE
881
RB-C•'
15" O HDPE
121'
I'DN
24" 0 HDPE
661
RD-Ell
24"0 HDPE
117'
DE-F"
24" 0 HDPE
164'
HIH
24" 0 HDPE
66'
24" 0 HDPE
1171
24" 0 HDPE
164'
TOTAL
9941
CATCH BASIN / JUNCTION BOX DETAILS
LABEL
T,O.G.
S12E & FLOW
CATCH BASIN "All
18.75
15 FL (N) - 16.23
CATCH BASIN "B"
18.75
15"FL(N)=15.9
15" FL (E) _ 15.9
15"FL(W)=15.9
CATCH BASIN "C"
19.01
15" FL (W) = 16.23
CATCH BASIN I'D"
19.01
24" FL (N) = 16.63
24" FL (S) = 16.63
CATCH BASIN "E''
19.01
24" FL (N) = 16.63
24" FL (S) = 16.63
GRATE "F"
18.75
24" FL (S) = 13.39 '
2iE" FL (N) = 13.39
GRATE HIGH
18.75
24" FL (S) = 16.13
24" FL (N) = 14.16
CATCH BASIN "H"
18.75
24" FL (N) = 16.63
24" FL (S) = 16.63
CATCH BASIN "1"
18.75
24" FL (N) = 16.63
24" FL (S) = 16,63
JUNCTION BOX Itill19.00
24" FL (N) = 14.16
JUNCTION BOX "K11
19.00
24" FL (S) = 16.54
24" FL (N) = 14.39
DRAINAGE AREAS
LABEL
AREA
"All
17,099 SF
"B"
14,565 SF
ITCH
5,000 SF
I'DH
7,036 SF
"E"
8,443 SF
"F"
30,450 SF
„G"
4,801 SF
"Hit
31600 SF
Hill
31000 SF
TOTAL
100,914 SF
1 no' ROW
CONCRETE PAVEMENT
-------------------------------------------------------------------------------------------------------------------
ry �s EXISTING CONCRETE-\ /-EXISTING CONCRETE
cp,° as STREET, CURB &GUTTERS ^0 ^P^ as ^pry° 0°, °, STREET, CURB & GUTTERS
PP AREA TG N'`� - ^d'•8g ^�,�� ti92bffiQ��
PROPOSED
GRASS AREA
'�',' ,; aaaaaa�4aaaaaaa4 as 44o�aaa44a44e�4aaa aaa�444 0 /� ao
19.0
19
415 WEST BARBOURS CUT \, ,
G
WT 31 PROPOSED PROPOSED
CATCH CATCH G
BASIN BASIN p
z REMOVE EXISTING 6
CONC WEIR RETAIN
i EXISTING JUNCTION
i LOT MBox a
\ l p
GR>n
/i. /.ptALI OOP % •// � � �_
w / /1C,g9 #11 6,?9 300001
lDf7OFL17T,LOT 28
4/
/
ILI
LLT
LOT v
p
w 4 I R� OSED OF a
o / AREA'1'8 1 S
O \ I�IIIIII I I I IIII1I'MI ill F,I) /
" wall\,LOT 25
- - -
p PROPOSED \ ,Cf f 79.5 y
p CATCH - PROPOSED C T ) 0 a
4 BASIN - _.. -. - __. CATCH - H
=24 BASIN PROPOSED
'�
Cn / - _ / \ I BAST
AIN / a
zo of _,6,a-_ - 30.01
o
///
_ _ I a
-- -- PROPOSED
z / FF - 24.1 -- 9. \
Ulla
4 _ / _ _ T LEGEND
w EXISTING GRADE ELEVATIONS
-_ _ =m \ \ d 1 X.X PROPOSED GRADE ELEVATIONS
/ TOC TOP OF CONCRETE
�, a
e a 19.5
w • �. PROPOSED CATCH a
�\ ry° ROOF°LINE , o CATCHSED BASIN I Tos TOP OF SIDEWALK
^9, ,0. �0.
' (� \,PROP SED ( -� easlN I Toce TOP OF CATCH BASIN
ft ,, g \ PIPE SECTION 'B-C', \ BA IN C CH LOT to N \ a TOM TOP OF MANHOLE
PROPOSED \ 15"q HDPE, 12P 120.0 / I a
C ` o Ft FLOW LINE
w b CATCH zo.o
aaslN �\ _ I /o a PP POWER POLE
/ m \ a LP LIGHT POLE
w
po o O.E. ABOVE PROPOSED ELEVATION
EXISTING
CONCRETE 4pOp4 PO 444 PO OOq PO 444 pa b44 PO bpq pP0 b,:rq4 , 0,:0 bbq p0Ob4p POOPOO b64 POO ��
PROPOSED
BLOCK " JUNCTION
ere EXISTING -� ,0�. BOX( PARK
^0� r9N^ WATER METER BENCHMARK: 19.0. JB-27) K
a ^ ,
EXISTING 6' SIDEWALK 1 ,°• 1 1 6§KST CONC 6' SIDEWALK
PROPOSED
` - JUNCTION. EXISTING EXIS
WEST TING
, ' E ,. STREET BOX (PARK EXISTING
15P PEPS 24PIPEPEJ13--
60' ROW PIPE o
(UNDEVELOPED) _ EXISTING zo
ASPHALT
0
o PAVING w o
GOGGLE ELEVATION =19.0'
z z BENCHMARK: TOP OF SIDEWALK Ot OF 24' HDPE -
S TOS (TOP OF SIDEWALK) = 7.95 19.0'-
(DIFFERENCE OF +12.05')
DRAINAGE / PAVING PLAN SCALE: NONE 01
planning - design - execution -
P
La Porter. Taxers 776�2
ONlee/Fax: (28t)66T-B620 Cell: (]t3)40@-TT60
www.projectdesignpartners.com
PROJECT NUMBER
PROJECT TITLE
06 :D
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PROFESSIONAL SEA
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�•.•RODNEY,LEE SLATON
..... ..;
-0:.... 90298
00
ENGINEER OF RECORD:
SLATON & SON ENGINEERING
TEXAS REGISTRATION NO.90298
TBPE FIRM NO. 6719
14710 COBRE VALLEY
HOUSTON, TEXAS 77062
REVISIONS
NO.
DATE
DESCRIPTION
Al
2
4
SCOPE OF THE DOCUMENT
THIS DRAWING INDICATES THE GENERAL SCOPE OF THE
PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE
DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL
ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL
ELECTRICAL SYSTEMS. AS SCOPE DOCUMENTS, THE
DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL
WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION
OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON
THE BASIS OF THE GENERAL SCOPE INDICATED OR
DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS
REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF
THE WORK. THESE DRAWINGS SHALL NOT BE USED FOR
CONSTRUCTION UNLESS DATED AND NOTED AS ISSUED FOR
CONSTRUCTION WORK. THIS DOCUMENT IS THE PROPERTY
OF fia_ztOest�J'a�'.m AND IS NOT TO BE USED, IN
WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORIZATION OF
l�rvJcct G'cs /c7n Y�artricr's
wA/2fV a ■V G
IF THIS BAR DOES NOT MEASURE VTHEN DRAWING IS
.NOT TO SCALE
DRAWN BY:
CHECKED BY:
DATE
DPL/NEV
04102/2015
SHEET TITLE
DRAINAGE/
PAVING
PLAN
DRAWING NUMBER
SHEET NO.
C1.2