HomeMy WebLinkAboutBWC COMPANY SITE PLAN�/8 -� 3 a =1 - If this sheet is not 24" by 36" it is a
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FUTURE ROAD EXPANSION oN
FUTURE LANDSCAPING
I z 10 SW. BELL ESMT. AREA L-3
Q 50' 630'f — — _ _ �
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�- PROPOSED � � Ill-N
EXISTING �
o ELDG. LINE LANDSCAPING AREA L-1 EXISTING FENCE LINE i— (�
w EXISTING FENCE LINE
c� 40'-1'' I EXISTING OPEN DITCH
o EXISTING WATER LINE ' S 89° 59° 1 " E. 1262.67 p
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EXISTING. 30• 70 N Lo
SANITARY SEWER } BUILDING LINE 40NOVERED
\ BUILDING LINE
EXISTING k 180, O
LANDSCAPED s.
EXISTING BLDG., . EXISTING 2-STORY BLDG. PROPOSED N
AREA 80' x 80' z w OFFICE & WAREHOUSE
80x 80 METAL \
6400 S.F. �9 N v AREA 14,440 S.F. ELEV. = 19.54 \ APPROXIMATE LOCATION OF +�.G=i°?�
X� o BUILDING \ ' H.C,F.C.D. CHANNEL F101 g N ��"A
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CB 8.626 EXISTING 4O ACRES
SIDE WALK �e SEE DETAIL 2 BELOW CONCRETE SLAB (L y
�� - s� 80, 7RSrCFC
FIRE HYDRANT 1 180' �s O --10
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„ ne ne � 22' 10 �& 3 . / EXISTING 7 T
8 SANITARY a `s5' S 4 EXISTING STABILIZED BASE ! DUMPSTER SITE - yC — — —
SEWER LINE FLn
6 ng (INCLUDING DRIVEWAY) W' Q ( I-
N �I 30 3R 8 ) CHIP SEAL TOP LAYE Z ( R)
o n <eti 34 35 e0 9 10 EXISTING J IN
o ^ rr, 12 PARKING o 0_GATE
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SANITARY SEWER MH z _ �� 16 �9q w O
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a° 46 47 fig' 23 o W FNC
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48 49 25 26 EXISTING CHIP SEAL D Z
27 o PARKING LOT � O
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" e EXISTING DRIVE 30, BUILDING LINE
BUILDING LINE
6 WATER LINE I 50'
_ �— } EXISTING FENCE LINE
_Cff 30'
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FIRE HYDRANT Fj 20' 2 EXISTING PEN DITCH _ X X—_ X X
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FIELDCRE5T DRIVE PROPOSED R. .W. FOR - - - - - - - - - - - -
40'-4 1'— WEST 1263.67 - - - - - - - -
AREA THAT WILL BE LOST TO 9 yeti 40 FUTUP ROAD EXPA�ION
ROAD EXPANSION I PROPOSED
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LANDSCAPING AREA L-2
SANITARY SEWER MH
BUSINESS INDUSTRIAL LIGHT INDUSTRIAL
IEXISTING 6" WATER LINE
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INSTALL ON 20' CENTERS (12). z0 —
FUTURE SHRUBS - TYPE BY OWNER (5 GAL)- f z
INSTALL ON S-O" CENTERS (82), 3 o p Ln g
COLOR BY OWNER. p Q (\ D-
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10
SPACES
ACCEPTABLE TREES:
33
SPACES
(9626 SQ,FT. OFFICE SPACE)
BRADFORD PEAR, MEXICAN PLUM, TEXAS RED BUD.
3
SPACES
(MAXIMUM 9 NON -OFFICE EMPLOYEES)
ACCEPTABLE SHRUBS:
c PACES
REQUIRED
INDIAN HAWTHORNE, DWARF OLEANDER
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2 TYPICAL EXISTING PARKING
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1 SCALE: 1 16" = 1'-0"
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W EXISTING LANDSCAPING AREA THAT WILL BE LOST TO FUTURE ROAD
TOTAL REQUIRED PARKING SPACES= 46 WITH 2 HC ACCESSIBLE
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EXPANSION.
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EXISTING LANDSCAPING AREA THAT WILL REMAIN AFTER ROAD
TOTAL PROVIDED PARKING SPACES= 49 WITH 2 HC ACCESSIBLE EXPANSION AND WILL BE REPLANTED AS NEEDED IN THE FUTURE
ELEVATION LEGEND
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AFTER ROAD EXPANSION.
EXISTING ELEVATION
(NOT COUNTING SPACES LOST TO FUTURE ROAD EXPANSION) PROPOSED LANDSCAPING AREA
k 20.77 PROPOSED ELEVATION
PROJECT NOTES:
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1.) EXTENT OF DEVELOPMENT FOR THIS TRACT IS THE_ -
CONSTRUCTION OF THE 80'x8O' METAL BUILDING ADDITION 12/
SCOPE OF THE WORK LEGAL, -ZONING. LIGHT INDUSTRIAL (LI) AND BI To THE EAST END OF THE EXISTING METAL BUILDING:
- BOUNDARY AMC) TOPOGRAPHIC SURVEY OF A 3.573 ACRES -
SURVEY NOTES: ENGINEERS SEAL
3 , THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS 2. NO CHANGES OR UPGRADES TO THE EXISTING ELECTRICAL
•� PROPOSED WORK CONSISTS OF CONSTRUCTION OF AN 80 x 80 (155,643 SQUARE FEET) OFLANDLOCATED IN THE ENOCH ) '
N METAL BUILDING ADDITION TO THE EXISTING METAL BUILDING. BRINSON SURVEY, ABSTRACT NO. 5, HARRIS COUNTY, TEXAS, APPROVED THIS SITE PLAN AND DEVELOPMENT OF JACOBS WATER OR SEWER UTILITIES WILL BE NEEDED OR
CONSTRUCTION INC. 6400 S
BEING OUT OF AND A PART OF A CALLED 9.419 ACRE TRACT OF Q FT BUILDING ADDITION AT 1801 PERFORMED.
„ „ SENS ROAD IN CONFORMANCE WITH THE ORDINANCES OF THE CITY 1.) THIS SITE PLAN WAS PREPARED USING A SURVEY DATED AUGUST 1998 BY BILLY L. SHANKS R.P.L.S.
LO LAND REFERRED TO AS TRACT 1 AS CONVEYED TO CRENSHAW 1821 FOR THE PREVIOUS BUILDING
SITE PLAN ACCURACY CERTIFICATE OF LA PORTE, TEXAS. 3.) SEPARATE FENCE AND SIGN PERMITS ARE REQUIRED FROM # ILDING ADDITION TO THE FRONT.
— REAL PROPERTIES 11, LTD., BY INSTRUMENT DATED NOVEMBER 29, �
° I WILLIAM T. MANNING JR. AM REGISTERED UNDER THE LAWS OF 2007 AND RECORDED IN HARRIS COUNTY CLERK'S FILE NO.
THE CITY FOR ANY FENCE AND SIGN WORK.
ATTEST: ♦ 2.) THIS TRACT IS IN FLOOD ZONE UNSHADED X AND IS NOT WITHIN THE 100 YEAR FLOOD PLAIN
N THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF 20070706634 IN THE OFFICIAL PUBLIC RECORDS OF REAL ACCORDING TO THE FEMA MAP 4854870945J DATED JUNE 18 2007,
ENGINEERING AND HEREBY CERTIFY THAT THE ABOVE PLAT OR PROPERTY OF HARRIS COUNTY. B 4) MAINTAIN EXISTING DRAINAGE PATTERN TO EXISTING SIDE #
CITCHES.
SITE PLAN IS TRUE AND CORRECT, AND THAT ALL BEARINGS, DIRECTOR, LA PORTS 3. ELEVATIONS BASED ON CITY OF LA PORTE MARKER NO. 78. ELEVATION 19.98 FEET BASED ON THE
DISTANCES ANGLES CURVE RADIUSES, AND CENTRAL ANGLES ARE HCAD NO'S: 040-179-000-0021 PLANNING DEPARTMENT 5. THERE WILL BE NO ADDITIONAL DRIVEWAY ALLOWED ) 1978 ADJUSTMENT.
ACCURATELY SHOWN ON THE PLAT. LEGAL DES: TR 5 & 11 ABST 5 E BRINSON
6•S/5 ) BETWEEN EXISTING BUILDING AND EXISTING DRIVEWAY (UP BY < 4.) EXISTING PARKING SURFACE IS CHIP SEAL.
OF T
�h.�� ADDRESS: LA PORTE CITY (NGINE TO 40' WIDE) ALONG SENS ROAD.
BY: 1801 f/ %�•� 1801 SENS ROAD 6. FUTURE LANDSCAPING A COMBINATION OF TREES AND
%* WILLIAM T. MANNING, GJR , P.E. LA PORTE, TEXAS 77571 SHRUBS TO BE ADDED BETWEEN AND EXISTING SIDEWALK
y .........................
LL�AM T: 61ANNING.... : -DETENTION NOT REQUIRED FOR THIS PROJECT
aos4o % TEXAS REGISTRATION N0. 80640 AND PROPERTY LINE AND ALONG THE NORTH AND SOUTH
y� o., !/ .o � MANNING ENGINEERING CORPORATION, F-2s3o _OWNER: EXISTING SITE IS IMPERVIOUS AND REDEVELOPMENT WILL NOT SIDES OF THE PROPERTY.
g t+��ENs. ��'� CHANGE THE RUN-OFF COEFICIENT.
BWC COMPANY
N Po BOX 52729 ALL DRIVEWAYS AND RADII ARE EXISTING
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o BATON ROUGE, LA 70892-2729
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�6 OF
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............ *-I.
/ MLUAM T. MANNING
..:.......806 40 ............�
ENGINEERED BY:�I
W.T.M.J.
DRAWN BY:
S. 13LACK13URN
SCALE
A5 NOTED
(PLOT DATE
4-19-2013
FILE NO.:
G54-02
DRAWING NO.:
OF