HomeMy WebLinkAboutSENS ROAD DISTRIBUTION CENTER SITE PLANGENERAL NOTES:
• Proposed 8" fire line connection to be performed by others.
• Tapping sleeve must be stainless steel w/ SS bolts.
• Tapping valve must be clockwise to close.
• Contractor to notify the City of La Porte Public Works
Department 3 working days prior to any excavation.
The fire );no connection must be inspected. The inspection
will be performed by the City of Lo Porte Public Works
Department. The tapping sleeve and valve must conform to
I the City of La Porte materials standard.
• Contact the Office of the Superintendent of Utilities ® —�
1 I 281-471-9650 for notification or assistance. /
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Existing Sanita
Manhole (Typ.)
Existing Concrete
Pavement
ENS ROAD
o Existing Concrete Existing Concrete
q
Pavement Pavement (Public R.O.W.)
Existing 24' Driveway
Widened to 35' W
tiv vy. x M1 ,y`'
F.H.W y I (3) W.VsTxDOT Mon. �5< TxDOT Mon.
35' Ex. Ditch
Proposed Detention Pond Outlet
Existing Public
g
I
- - - - - - - - _ -_- =� ' ( 2" Irrigation Tap w/ Proposed d',Ta on ExistingDitch
- - - - \� Meter and RPZ
Fire Hydrant
I
r - - - - - - - - - and ValveforPrivate Water
iF- ----- ---- _ -. _
F- — — — — — — — Backflow Prevention Line. City of La Porte
20' Building Line ton. ( Y
11 �xDOT
Proposed maintenance begins at flange Existing TxDOT
)III\ I on tapping sleeve Driveway to be
I \
Existing
to be
_
lI \ \ i � ;. 2' Domestic Tap w/ _ _ _. PP� 9 q�
III II I I \ I I I Meter and'.RPZ .- - "' Remo
Driveway
M.'
• _ ._
\ I I I Prevention
Removed
Jill I Backflow
jll I
/
Proposed - -
- „. _
12" HDPE 1 s I \ I/
c
i l i II I Propose Proposed
n y l III I / I Driveway I Existing Concrete y
Proposed l / \ Driveway
t,,,l I II Prop. n tea: Pavement \ Proposed
Q 1 III Proposed 7" Concrete Pav/n� /_ \/ ♦ titi9 ?, I Culvert yh� �5t tisb� _ - - - �7� tish' Culvert�e = /
W I III Type "A, ♦ \ _Z
Grate Inlet
a ( \x Bteh �- n'----------„- -- -fir
-NU_ -------TEDAtrII (TYP) 1 gi4
+
Existing Concrete
Pavement
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GRAF SIC SCALE
VICINITY MAP
KEYMAP 540—N
NOT TO SCALE
OWNERS CERTIFICATE
(MAJOR DEVELOPMENT SITE PLANS)
We, 1445 Sens Road. L.P., as Owners
>f the 15.78 acre tract
/ described in the above and foregoing site :Ilan
of Sens Road Distribution
/ Center do hereby establish said developme
t of said property according to
all lines, dedications, restrictions and nota•
ons on said site plan. We
further certify that all improvements showr
; on said site plan shall be
constructed in the locations shown.
FURTHER, Owners agree to keep all of
the property within the
boundaries of this site plan and adjacent
p any drainage easement,
ditch, drainage ways and easements clear
if fences, buildings, planting
and other obstructions to the operations c-id
maintenance of the drainage
/ facility and that such abutting property sh
II not be permitted to drain
/ directly into this easement except by meat
s of approved drainage
structure.
Proposed 8' FURTHER, Owners agree that those stt -ets and utilities located within
Chain Link Fence,y) the boundaries of this site plan specifically noted as private, shall be
maintained as private streets and utilities y the owners, heirs, successors
Ex. 15" Son. and assigns and further, that said private itreets shall always be available
_ for the general use of the public for firem in, firefighting equipment,
TxDOT Mon. / police and other emergency vehicles of whr tever nature at all times.
- - - Ex. 12
t0 11 \ i H .9 --� - - - - - / I I I
o I aO a I I \ / TxDOT Mon. / / \- - - 120' Building Line \ I I - Typ. / I (I
L" I op / _ / \ ` 24' ( (IIIii Ili
N 4 ax I I M\ /> any Rublic \ III I 1 I I
' �� I �'n I I RI Fira�Fir�dh�t // -� I \ \ \ i Proposed 9 I (� Proposed Detention Plopq
1.
c I I I I\ ` / \ I \_ J \ \\ 7" Concrete Paving I 24
N ri ® Proposed I \ ,1 y
w I Type A" I I I "� _ -- j \ \ I ( Stormwater l I I
rooe Pi
Grate Inlet I I I I ro - J \ Fire Hydra
Treatment Unit / l
(Typ.) Proposeill I I ( I Proposed Proposed Proposed / Proposed Proposed 24' �jIIII / iI j
18" HDP 30' HDPE 30" HDPE - - - - 30" HDPE 36" HDPE 36" HDPE /
I/ Proposed 24 w
+% \ J/
o o / I (I ( 0 36� HDPE
7" Concrete Paving e E / I x \ J m Type „A" I / lIl
0
I I Prop. Dumpster I I I Y Prop. Sanitary o po
with Screening I (
Manhole a _
Prop. Sanitary • P'opose� acy /
Manhole I u —)u
/
/
1i
"
Prop. Dumpster
/
Existing Public
w
III
/ \
with Screening
Fire Hydrant)
FN
i l
IIj�
Prop.Sanitary
i
I /
Proposed 6" f
Sanitary Sewer
Connection
I (
PROPOSED SENS ROAD
DISTRIBUTION CENTER/
�_--
?67,280 SF —
LIGHT INDUSTRIAL
Sample Well
I I)
/ \ ''
FVNJISHED FLOOR
ELEVATION 24.50
Existing
Driveway to be
Removedin
ITpII
\\ \\ // I
�w
I
1029'
in
Ial
III
/ Grate Inlet Prop. Dumpster
/sD / (TYP) Prop. Sanitary with Screening
Manhole \
Proposed 8" Sanitary \`
PRIVATE FIRE LINE AND HYDRANT NOTES:
• Proposed 8" fire is to be privately maintained. City of
LaPorte maintenance begins at flange of tapping sleeve.
• On site 8" fire and hydrants are to be privately maintained.
• Fire hydrants to be painted Red and equipped with quick
connect on large steamer nozzle.
• Backflow prevention assembly to be located within fire riser
room in building.
j2i I II I \ �\
p \ — — — \ I
0—
o
o IZ I I 28'r n Prop. 12" HDPE Prop. 18" HDPE Pro . 24" HDPE Prop. 4" HDPE Prop. 24 I
a Proposed 54'r - -N - - - - - -Pr-7-"-Gossrete -Ra ' - - - - �- - - - - - - - --iD'_BWd ag-Line- - - - - - C - - 2r 2&' re Assess - - - - -Pr �" 6
y Fire Access I 28 r _ �' __ _- - - - - - -.
'-' Driveway7 -' - - _ PRO TYLLi !�
15'r 5' t S 02*51'40" E — 1,158.67' Proposed WPrivate Water
Proposed Private
UI I Fire Hydrant
o I 1 ELECTRIC AND GAS NOTE: SOUTHERN PACIFIC 7RANSPORTA77ON COMPANY
® SET 3 4" IR Called 22.19 Acres
/ Electric Service will be overhead, and Gas
n ' w/ ServiceandCAP C.F. No. H967409, H.C.O.P.R.R.P.
InExa t routing tproosl to be determined.
underground.
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o MiSC. INFORMATION
N BENCHMARK. NOTE.—
v Elevations shown hereon are based upon NGS Survey Marker No. K 1227 (AW1741) Prior to beginning any construction, or construction
d being a brass disk stamped "K 1227 1976", located 705 feet east of Sens Road staking, it shall be the Contractor's responsibility to
and 7.5 feet south of the south rail of the G.H. & S.A. Railroad as shown contact the Civil Engineer to insure that all parties ore
EL in posession of the most current set of construction
hereon;
d Elevation 25.20' (NAVD 1988, 1991 Adj.) documents.
oSWPPP NOTE
Contractor shall be responsible for preparing and
j posting on site, a Storm Water Pollution Prevention
U Plan per State and Federal Guidelines as necessary.
REVISION
107:
Proposed Private I�
I
8" Water
I 9 9
Prop.DProposed Private
Fire Hydrant
-
FLOODPLAIN NOTE:
According to Maps No. 48201CO935L and 48201CO945L of the
Federal Emergency Management Agency's Flood Insurance Rate Maps
for Harris County, dated June 18, 2007, the subject tract is
situated totally within Unshaded Zone X, area determined to be
totally outside the 500-year Floodplain.
N,5N49
0
0 5/8" FIR
CIVIL ENGINEERING
17AC*P.O.
BOX 8436
ENGINEERING (281) 66 08 5S 77387
(TBPE REGISTRATION NUMBER- F-9675)
� Proposed 8'
Chain Link Fence ;
ICVyq��
MARK
llcC INFO
ACKNOWLEDGEMENT EXECUTION
In TESTIMONY WHEREOF, the
1445 Sen: __Road. L.P. has caused these
presents to be signed by James
D. Flynn, is president thereunto
authorized, attested by its Secretary (or a thorized trust officer),
Joh W H wkinson and i co
mon seal I sreunto affixed by
this _ ik day of
2011.
1��5 Sens oad P.
Attest:
b
site �C��
Pre I ent
This is to certify that the City
tanning an Z Wing Commission of the
City of La Porte, Texas has approved this its plan and development of
Sens Road Distribution Center in
conformar;e with the I of the State
of Texas and the ordinances of
the City of rte.
ATTEST: AO
By
By
Di sc or of PI ning partment
La Porte y Engineer
ATTEST:
B3
B
CI airman, La Porte Planning
Secretary, La Porte
or I Zoning Commission
Planning and Zoning
Commission
(SITE PLAN) ACCURACY CERTIFICATE
I J. Travis Baker P.E.,
E , am registered under the laws of the State of Texas to practice
the profession of engineering and hereby certify that th 'above site plan is true and
correct; and that all bearings, distances, angles, curve itdiuses, and central angles are
accurately shown on the plat.
(Signature of Engineer)
Print Name I'll.,.! JOFtN TRp1V�i BAttiFR
Texas Registration No. _._ 89 (q (o
CITY OF LAPORTE MAJOR
DEVELOPMENT SITE PLAN
PROJECT INFORMATION
Name of Development
Sens
Road Distribution Center
Type of Development
Office/Warehouse
Address
1445
Sens Road
Zoning
Light
Industrial
Description of Land
Tract
1 - Abstract 5 - E Brinson Survey
Tract
10 - Abstract 5 - E Brinson Survey
HCAD
Accts: 0401770010001 / 0401770010009
Name of Owner / Developer
1445
Sens Rood, L.P.
d.b.c.
The Carson Companies
Filing Date
---
Site Plan Scale
1" =
60'
Engineer
J. Travis Baker, P.E. - TAC Engineering, LLC,
j • • JOHN TRAMS eAKF]t • • j
i mod. 89196 : mi
0,%"-'ICSNSB"lit-'
.�/+' 0• • g; .: DESIGNED
` �-•NA�1 TAC Engineering
[DRAWN BY:
OS • OK -?All TAC Engineering
BUILDING DATA
Total Building Area:
267,280 SF
Office Area:
5,289 SF
Warehouse Area:
261,991 SF
PARKING CALCULATIONS:
Office Calculations:
Required Rate 3 Spaces per
1000 SF
5,289 SF / 1,000 = 5 * 3
, 15 Spaces Required
Warehouse Calculations
Required Rate 1 Space per 1
5 Employees
Estimated 100 Employees /
.5 = 67 Spaces Required
Total parking spaces requires
'.... = 82
Total Parking Spaces Provide
1 = 101
ADA Parking Calculations
Required 1 Space per 25 Pa
eing Spaces
Required 101 / 25 = 4.04 '
laces
Required 5 Spaces
Provided 6 Spaces
CITY OF LAPORTE SITE PLAN
SEN RO
AD O AD DISTRIBUTION CENTER
1445 Sens Road
City of LaPorte, Harris Count) Texas
9 REVIEW: CITY PROJECT NO: DRAWING S ALE: SHEET: 01
jTB 1"=60
R REVIEW: DRAWING DATE: PROJECT NIMBER:
ITB 08-02-2011 TAC:11003 Cl
2
// S3
..................... .................................. ........................................ ........................ .................. ...................................:..............................................................................................
PL A N.T..........._....-S_T.......:...............................................................................................
QUANT.
SYMBOL
PLANT TYPE
SIZE
NOTES
81
.........................................................................................................................................................................................:.'........................................................................
C L
CLEYERA
5 GAL
2'- 3" 0 C'., FULL . HEALTHY
FULL . 22' - 24" HT. X. 16" - 18" SPR.
42
CP
CHINESE PISTACHE
.... _.
_30GP.L.-45GAL.
SllJCLE-TRUNI<,E✓?UBLE-STAI;ED
2 C.^_ MIN.
9r-1VHT.X 4'-5'SPR. ..__.
44
1 H
INDIAN HAWTHORN
° GAL
? 31' 0 C . FULL , HEALTHY
CLARA' ( WHITE) -
-
14" - 16 HT. X 16' 18" SPR. I
63
LO
LIVE OAK
130 G.L. - 45 GAL
`TINGLE -TRUNK , E� JELE STAr�ED
2 CAL. MIN
9'-11- HT. X4-g'SPR.
.14
N 0
......
NUTTALL OAK
................ ...........
_ 30 GAL. - 45 GAL.
SINGLE -TRUNK , DOUBLE -STAKED
.......
2 CAL. MIN.
..
0'- 1*FHT.*X 4'- 5 SPR.",
823
W L
WAXLEAF LIGUSTRUM
5 GAL.
3' O.C.. FULL . HEALTHY
28" - 34" HT, X 20" - 26" SPR,-
SOD
COMMON BERMUDAGRASS
SQ. YD.
SOLID SOD, ROLLED
IN AREAS INDICATED ON -PLAN
HYDRO
COMt•A0N BERMUDAGRASE
SQ FT
WITH GREEN CELLULOSE FIBER AND
FERTILIZER, ALL DISTURBED AREAS
2 CP 5 LO 49 WL -
(20' o.C.) (20' o.C.) (3' O.C.)
3 LO
(20' O.C.)
5 CP
(20' O.C.)
SENS ROAD
CONCRETE OVERPASS
PL 324.89'
H ROMULCH ALL 6 LO
i C NSTRUCTION
3 CP DI TURBED AREAS 104 WL 142 WL (20' O.C.)
(30' O.C.) 136 WL (3' O.C.)
(3' O.C.) (3' O.C.) 3 CP
(20' O.C.) 3 CP
I 9 LO 6 LO
—'— PL-132.37' (20' O.C.)
� 20 O.C.) 3 CP (20 O.C.) '
3 CP 4 LO 3 CP 6 LO 3 CP (20' O.C.) , �'' + + + + +
(20' O.C.) (20' O.C.) (20' O.C.) (20' O.C.) (20' O.C.) / +
ems• 2y1.8 / +
pL,, + a o.
201 WL I PL 545.00' � � + U O
(3' O.C.) _ _ — _ _ _ _ —<> + HYDROMULCH HYDROMULCH ENTIREDETENTION POND AREA
I
6LID 2NO r
(30' O.C.)
E-+ I SOD / U'
W O or
2 NO SOD `a
co 2 NOA5Gi r
a SOD y y
1 No 2 NO LSODJ
2 NO soD
Oe 1 N
vFQ
�o m - DETENTION
STEEL EDGING
SOD '
3 CP IR soD 2 p 1 /
(30' O.C.) 22 CL & 13 IH �o q
W/ STEEL EDGING 27 CL & 27 IH 32 CL & 4 IH o Off / CV
W/ STEEL EDGING N 0 ww / 4' O'Mir
�P
_ z a
+ =o
�a
=0¢ of
0 =o 0) )
oz� r
�1
i
µ WAREHOUSE(S) o o c� tiw
6 LID co ^ao / �� ro''
(30' D.C.)
r
� 2 NO
3 CP i
(30' D.C.) I o r
CS
Q O /
r ov
HYDROMULCH '
HYDROMULCH /
I / ALL WEATHER FIRE ACCESS ROAD PLM
--------------------------------------------------------------------------------------------------------------
PL 1,158.67'
SOUTHERN PACIFIC TRANSPORFA77ON COMPANY
Called 22.19 Acres
LANDSCAPE CONSTRUCTION SPECIFICATIONS LANDSCAPE CALCULATIONS
1.) General Contractor to bring all areas to final grade using a gradabie soil and/or sand mix and boxblade. Gross Site Area : 687,580 SF
2.) Prepare all new planting beds by removing all rocks, concrete and construction debris and till in 3" of Gross Building Area 254,800 SF
new acidic Mixed Soil and pre—emergant herbicide such as Pennant or Eptam at the recommended rates,
then rake all bed areas smooth prior to planting. Install 1/8"x 4" green steel landscape edging only on Net Site Area = 687,580 — 254,800 = 432,780 SF
shrub beds at building office entrances where new planting beds meet turf. When end of edging butts up
against paving, trim exposed comer at 45 degree angle for pedestrian safety. Minimum Landscape Area Required =Net Site * 6%
3.) Grade all planting beds to edges of beds and away from buildings prior to planting for positive drainage
away from foundtrees ). Landscape Area Required = 432,780 * .06 = 25,967 SF
4.) Fertilize all new trees and shrubs with Osmocote (or equal) time —release fertilizer.
5.) Mulch all new planting beds and trees with a 2" (avg.) layer of shredded hardwood topdress mulch as Landsca a Area Provd d — 47288 SF
from Letco or CJM Soil Supermarket.
6.) Double —Stake all specified trees (see plant list) with 2 (7' tall) painted metal T—Posts, multi —strand
coated steel wire and 1/2" dia. clear poly —vinyl tubing.
7.) Root —Stimulate all new trees with Superthrive brand root —stimulator (or equal) as per manufacturers
recommendations .
8.) Plant sizes shown are the minimum acceptable. Plants will be inspected and measured for
conformance. Plants specified with container size only shall be of or better than locally accepted nursery
standards. Obviously undersized, misshapen, weak or inadequately rooted plants will be rejected. The
Owner's decision will be final in matters concerning plant size, condition and health. Plants larger in size
than specified may be used if approved by the Landscape Architect or the Owner, but the use of larger
plants will not automatically increase the contract amount.
9.) Thoroughly handwater all new plantings immediately after planting.
10.) Fine grade all new turf areas (by hand if necessary) prior to installation of grass. This is for a nice
smooth turf —bed as well as for normal drainage purposes.
11.) Solid sod to be 99 percent pure Common Bermudograss. Sod to be rolled immediately after wetting
and installation. Hydromulch to be Common Bermudogross : 10 lbs. hulled seed per 1000 s.f., green fiber
and fertilizer mix / slurry.
12.) Landscape contractor is responsible for keeping jobsite neat, clean and safe at all times in reference to
their landscape work. Excess excavated soil, accumulations of landscape related trash, plant containers
etc. to be removed from jobsite by Landscape Contractor daily and at the end of the project.
13.) The Owner, Landscape Architect and general Contractor reserve the right to inspect the progress of the
project and any or all of the materials and procedures used at any time Such materials and rocedures
p I e — (more than 25,967 SF)
NOTES :
1.) All new landscape areas and plantings (except detention pond) to be
irrigated with a professionally designed and installed automatic
landscape irrigation system.
2.) All new trees must be 2" (min.) caliper per City of loporte Landscape
Ordinance requirements.
3.) Street trees along Sens Road must be planted on 20' centers per City
of Laporte requirements.
4.) Street trees along North P Street and State Hwy. 225 must be planted
on 30' centers per City of LaPorte requirements
5.) Landscape Contractor to walk the project with the owner and landscape
maintenance contractor prior to acceptance of job. Dead or
unacceptable plants must be promptly replaced.
6.) Landscape Contractor to provide 90 doys full landscape maintenance
p after project acceptance.
will be subject to approval or rejection at that time and promptly followed up in writing to all concerned
parties.
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LANDSCAPE PLAN
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SCALE: 1" =SCALE : 1" = 501