HomeMy WebLinkAboutMATHESON TRI-GAS SITE PLANMATCH LINE "A" THIS DWG.
A
CI
in
MATCH LINE "A" THIS DWG.
MATH
SON TRI—GAS SITE PLAN — 1920 WEST FAIRMONT PAR
1 "=30'
GENERAL NOTES
1. PROPERTY OWNER: THE MATHESON COMPANY,
OWNER REPRESENTATIVE: WOODY DICKSON.
2. THIS YARD FENCE IS PRE-EXISTING AND IS NON-COMFORMING.
3 1
NOT PUBLISHED, ALL RIGHTS RESERVED BY THE ENGINEEP,
DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE
ISSUED TO DESCRIBE DESIGN INTENT- THEY ARE NOT TO BE USED
ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT. EXCEPT
BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION
TO THE ENGINEER. CONTRACTOR, SUBCONTRACTORS, do SUPPLIERS
ARE RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS
AND CONDITIONS AT THE JOB SITE. AND SHALL NOTIFY THE
S-23001
ENGINEER IMMEDIATELY OF ANY ERRORS OR DISCREPANCIES IN
REGARD TO SUCH. DRAWINGS, DESCRIBING DESIGN INTENT, SHALL
NOT INDICATE EVERY DETAIL OR SYSTEM FOR CONSTRUCTION.
CONTRACTOR, SUBCONTRACTORS, AND SUPPLIERS SHALL BE
C-23004
RESPONSIBLE TO PROVIDE ADDITIONAL DRAWINGS AS NECESSARY
C-23003
FOR PERMITS, ERECTION, INSTALLATION, AND COORDINATION OF
ALL WORK. CONTRACTOR, SUBCONTRACTORS, AND SUPPLIERS
SHALL BE RESPONSIBLE FOR ALL LABOR AND MATERIALS REQUIRED
IN ACCORDANCE WITH DESIGN INTENT. ALL MATERIALS SHALL BE
C-23002
NEW, UNLESS SPECIFIED OTHERWISE, AND SHALL BE INSTALLED
C-23001
LEVEL, PLUMB, STRAIGHT, AND TRUE TO UNE, IN ACCORDANCE
WITH THE BEST PRACTICES OF THE TRADES. THE ENGINEER SHALL
NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY
DWG. NO.
PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH
APPLICABLE CODES AND ORDINANCES.
CANOPIES & COVERED STORAGE PLAN
SECTIONS & DETAILS
DRIVEWAY PLAN
SECTIONS & DETAILS
PAVING & FND PLAN
DESCRIPTION
REFERENCE DRAWINGS
0
0
U
Q) -,
V) v
L.L I
cy- (3)
t~n 0 0
0-
0
U Q) 0
a-
�= I
�M
Q0 0
L0
r-
fl-
CD
FL.14.60'
WAY
4 04/15/03
3 04/03/02
2 04/01/03
1 03/17/03
0 02/13/03
REV. DATE
EXIST. CROSSOVER
I
FAIRMONT PARKWAY EAST BOUND
l
SLOPE
EXISTING SS EXIST. S. SEWER LINE SS SS SS SS
MANHOLE
SS
PARTIAL PLAN
1 ts =30'
TYPICAL EXPAN
N.T.S
"`'TDMERIC SEALANT
FLEX TYPE 411
:QUAL
ASPHALT IMPREG.
ANSION JOINT MATERIAL
„3x24"LG @18"C/C
W/ PLASTIC SLEEVE
ON ONE SIDE
SION JOINT DETAIL
3'-0" 3'—O"
SWALE
2
I 1
PROJECT
LOCATION
FL ELEV.
SEE PLAN
TYPICAL DRAIN SWALE DETAIL
N.T.S
DRAT NAG E CALCS
AREA DRAINING INTO SWALE = 2.20 AC
CHANNEL SLOPE = (18.0-14.60)/610 = .0056 Fi�T
AREA =4.5FP WP = 3.35 (2) = 6.70 R=0.067
VELOCITY = (1.486/C)(R�(%))(S * (Y)) = (1.486/.02)(.67-(%))(.0056-()/2) = 4.25 F/sEC
Q = AV = 4.5(4.25) = 19.1 CFSC FULL CAPACITY
FLOW = 3 YR STORM = 4" HR @ 15 MIN I
Q = CIA = 0.35(4)(2.2) = 3.08 CFS < 19.1
CHANNEL OK
PARKING
OFFICE: 4 SPACES + 3 SPACES FOR 1000 SF OF OFFICE.
4 SPACES +((3420 SF / 1000) X 3) = 13 REQUIRED.
WAREHOUSE: 1 SPACE FOR EACH 1.5 EMPLOYEES
ASSUME 21 EMPLOYEES = 14 SPACES.
REQUIRED 27 SPACES
PROVIDED 29 SPACES
1 HANDICAPPED
PROPERTY INFORMATION
A DEVELOPMENT OF 4.4245 ACRES OWNED BY THE MATHESON COMPANY,
COMPRISED OF TWO TRACTS,
(1.) 3.0331 ACRE TRACT OUT OF THE RICHARD PEARSALL
SURVEY A-625, RECORDED IN VOLUME 4697,
PAGE 335 HARRIS COUNTY DEED RECORDS.
(2.) 1.3914 ACRE TRACT OF BLOCK 895 OUT
OF THE JOHNSON HUNTER SURVEY A-35 RECORDED
IN G977569 REAL PROPERTY RECORDS OF HARRIS
COUNTY, TEXAS
REVISED PARKING AREA & FENCE
REVISED SCREEN PLANTING
REVISED PER CITY OF LA PORTE COMMENTS
REVISED PER COMMENTS
ISSUED FOR CONSTRUCTION
DESCRIPTION
REVISIONS
KEY PLAN (KEY MAP 580A & 580E
BENCH MARK INFORMATION
BENCH MARK (RM977) IS A CHISLED "X" ON BOLT OF FIRE
HYDRANT ON EAST SIDE OF 16TH STREET APROX. 0.3 MILE
NORTH OF INTERSECTION OF 16TH STREET AND FAIRMONT
PARKWAY
FLOOD ZONE PLAN NOTE:
THE SUBJECT TRACT LIES IN ZONE X.
ZONE_ X: AREAS DETERMINED TO BE OUTSIDE OF 100-YEAR
FLOOD ZONES PER F.E.M.A. MAP NO. 48201 CO945J.
EVISED: NOVEMBER 6, 1996.
CITY APPROVING AUTHORITY CERTIFICATE:
This is to certify that the City of La Porte, Texas has
approved this
site plan and developement of
in conformance with the
Ordinaces of
the City f La P rt
By:
recto P a ni epartment
y�17-03
LEGEND:
EXISTING ELEVATIONS
H.P. —
HIGH POINT PAVING
°'
EXISTING PAVING
=
PROPOSED NEW 6" CONCRETE PAVING
WITH 6". MIN LIMESTONE OR CHRUSHED
CONCRETE BASE. REINFORCE PAVING WITH.
#4 @ 12" CTRS EACH WAY. PROVIDE
EXPANSION JOINTS AS SHOWN.
—GL =
GAS LINE
— W =
WATER MAI N
— T =
TELEPHONE CABLE
—OH--- =
OVERHEAD POWER LINE
ZONE:
HEAVY
INDUSTRIAL
SIC CODE NUMBER: # 5169
SITE _PLAN ACCURACY CERTIFICATE
I, D. Knoop, am register under the Laws of
the State of Texas to practice the profession of
engineering and hereby certify that the above plot or site
plan is true and correct: and that all bearings, distances,
angles,curve radiuses and central angles are accurately
shown on the plat.
D. Knoop
Texas Registration No.43896
MATHESON MATHESON TRI—GAS
SITE PLAN
RJ TRI a GAS 1920 WEST FAIRMONT PARKWAY
RJ
RJ DATE CLIENT JOB No.:
RJ Demar Engineering DRAWN: RJ 01/21/03 DEMAR JOB No.: 31018
RJ RC a division of Dernar, Ltd.
6200 Y Savo Drive Phone: 713.963.0930 CHECKED: SCALE: 1 "=30'-0"UN
DWN. CHK. APPR. r Suite 800 Fax: 713-963-0941 ENGINEER: DWG. No. SHT. REV.
Houston, Texas 77036 Web Site: www.demar-ltd.com APPROVAL: C — 23 00 0 1 1 4
63- 8aooZ
IC
Inf
IA