HomeMy WebLinkAboutWEST "B" STREET COMMERCIAL BUILDING SITE PLANa
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PETRO PROJECT ENGINEERING INC.
(OFFICE SPACE
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RCP STORM
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WATER ME?ER
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S 62° 45' 00" W 125.0' 2'
PROP. 3/4" 13ACKFLOW PREVENTOR
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- PROP. 3/4° SCH.40 PVC WATER LINE - 9
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Hu!:chison & Associates
Engineers
1209 ] ?cker Drive, Baytown,Tx,
C713>4.'2-8213 77520
��P•cE OF T�,ti,,
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I VICINITY MAP i "' """' *'�
I i---_'--------- � JAMES P. HUTCHISON
PROP. BUILDING W A......•23549....•:�;
1 ( ' 3200 S F I
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1 i uai I i N LANDSCAPE SUMMARY its seed pp o ngg on this
19.00 i d.:cument was autbonzad by
F. F.. oC 1 (- James P. Hutchison
' I I I LANDSCAPE AREA REQUIRED: [(125X125)-3200]x0.06 = 745.5 S.F. P.E. 23549, on
n ,20
0 LANDSCAPE AREA PROVIDED: 880 S.F. (4' WIDE x 220' LONG)
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O ALL LANDSCAPE PLANTINGS SHALL CONFORM TO THE CITY
N c_16. i I N I N I I OF LaPORT'E CODES AND ORDINANCES. 17.4 Date
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N _17.56.I- - - - - - - June ' 2007
a i fi-5 .-
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HAN}IICAPPED 13' 9'-10, 1;3' 3'-� i
PARKING SUMMARY
PARKING SIGN ! i 1
Z 1 w I VAN !ACCESSIBLE ! , ! ; PARKING SPACES REQUIRED BY SEC. 106-839 TABLE DraH .n By
z I BOLLARDS I • mw wE 1 I - I 1i OI I
N� "FLOOR AREA„
=40x80 =3200 s.f. x .85=2720 s.f. TO CALCULATE SPACES REQUIRED - CTYPA PLCSDLBoo o GOVERNMENTAL & PUBLIC UTILIY BLDGS. & OFFICE STRUCTURES I o W _---- -'- -'--'- '----• � -•-----------•-----'- -'-! '--'--'--'--___-___ '-1/300 S.F. OFFICE SPACE = 1000/300 = 3.33 SPACES REQUIRED Chec red By
i•�'" -� i -I MISC. REPAIR SERVICES, ELECTRICAL, TV, AND WATCH REPAIR
n LK
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00 } B2 8 , ,r Q , O m 1/1000S.F. SHOP AREA = 1720/1000 = 1.72 SPACES REQUIRED
CV w ,p I ! ! ' ' TOTAL SPACES REQUIRED = 3 + 2 = 5+4 MIN. = 9 Scat
W s� 10' 8' LOTS 12 - 16 N o ;
V) (.!q`� I ; ; I I z W I PARKING SPACES PROVIDED = 9 (INCLUDING ONE VAN ACCESSIBLE) 1 "=10'-0"
G=IG.52 =16. 9 17.4 "' - TYP.- i z I ; I t- ~I
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•., I , 17.30 17.9 ..
a , , ' Q ' REFERENCE MONUMENT
Revi! ions
I °z --• ; •--'- - - - - - r_-•- i _I _ _ LaPorte City Survey No.'28 -Brass cap with punch mark
_ 20' MAX . i AREA - n'--'- I--'-- -- -- - '- --'- '-- r-'--
! ' STORM t i _ 1 I I 1 ; on West Main Street, east of Hwy. 146 & west of Broadway.
W ! I ! -�! INLET" m 1 1
' '� ; p , i 01 1 Elevation = 22.38 (1987 ADJ.) NGVD'29.
�/ i O I i X- i ca o 1 N LU ( i I-
Qa n i 1 q W O FLOOD STATEMENT
i J i O`'v i i BOLLARDS TY�R;
o I N ; 1 CTYP.2 PLCS.> �':::.. 1 ; This tract is in Zone X and not within the 100 Year Flood Plain
I 1
i I N I according to FEMA Map # 48201C09453, Revised November 6, 1996.
I L-------------- and FEMA Map # 48201CO945L, TSARP Revised.
- --'- -'- '-' '--' - --•----•-----•----� '-- ---- ---•-----'--•--•---1
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cosr.n. i - i w
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3 'L I ! 00 !
N ; ; ; ; ', I ; HARRIS COUNTY PERMIT NUMBER
O� I
NO Q 1 i
i io.o B.L. ; 0 .FOR SIDEWALK IN HWY. 146 R.O.W. - 05-0459 RD
zw =C L�1 N+ 17.83 ; r •,...., ; I - J Issued on July 19, 2005 Vr
, a �I .::
EZ-1 to
a 431 4' LANDSCAPE EASEMENT 4' LANDSCAPE EASE ENT 416 ; Q t �1 W
o E x ®16.6 4 'J`•\8 Ir' 17.65 . , » , 18.38 'rJ\8 . I L_
--------------------------- Q
N 62 45 00 E 125.0 P CITY APPROVING AUTHORITY CERTIFICATE z
"wv' 16:94 , , » » 18,19
17 40 -0 25.0 25 -0 14 -6 This is to certify that the City of LaPorte, Texas has approved this site plan and m aQ HC-16.74 (
10.5 �development of West B Commercial Development in conformance with the Ordinances J i w
�X1T,N �'wv•1 of the City of LaPorte. L I 0
t jr1627 22 1 j t � () i=- LU
__.c e>On-S,y 17.44
w 2 - - - -. _ p� -- - - - - ` to ri
ADA RAMP 4 4. --- i-= - - - --rT-17. L _ - -_ oitsr. swnLE -�.-- - - cL-17.a 1 Gv 4 4 F ' W
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PER TXDOT 17 ,wv, a=16.94 PROP.ASPHALT IXISTING �-EXIST.-12" WATER LINE--�� QQ
STANDARDS 161 oasnNG DRIVE t - By• d O z F- J
BC- 16.68 d irector, PI ninge artment � i ; r+ a 0 Z Lu
13.16 n7
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EA- 17.21 FA=17.77 EDGE OF A5PNALT EA=17.87 C W - I Q C 2 02 Cl2
STfE PLAN ACCURACY CERTIFICATE W H O H Q w
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1 I Charles E. Bates, am registered under the laws of the State of Texas to practice l j cw F- W
�� �� � the profession of surveying and hereby certify that the above plat or site plan is
WESTB STREET w true and correct; and that all bearings, distances, angles, curve radiuses, and central m € j
to angles are accurately shown on the plat. = t 1 Q _
(80) R.O.W.) 1 U) 00
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LEGEND � MCharles E. Bates
TP TOP OF PAVEMENT Texas Registration No. 4110
TC TOP OF CURB Additional City of LaPorte Requirements
NG NAT. GND. 1. All signage require' separate permits.
Pro sect No.
17.35 PROP. ELEV. 2. Zoning and Industrial Waste Water permits
17.13 EXIST. ELEV. from the city will be applicable. 5301
, "3. Submittal of Driveway/Culvert request on 'B' St.
^-,^ ► PROP. DRAINAGE FLOW : 4. This facility is subject to the City of LaPorte C p^
"Exterior Building Design Standards" along major SITE PLAN Shel t of
thoroughfare as 100% masonry & glass. I I' = 10'-011 11
.1.
�~► File 1 o.
Field Book Ref.
_ 07-8d �y
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itchison & Associates
Engineers
)ecker Drive, Baytown,Tx.
22-8213 77520
OF
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......................... +
fJAMES P. HUTCHISON
�.....................
i�.n'•. R A 23549
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P.E. 23549, on
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1 June 2007
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d Book Ref,
PROP. C900
PVC W.L.
9'
PROP. SANITARY SEWER LINE
9'
_
SDR 26/SDR 35 PVC
*9'
r9
*WHEN EVER POSSIBLE, THE
CROSSING SHALL BE CENTERED
BETWEEN THE JOINTS OF THE
WASTE WATER LINE.
PROP. C900
PVC W.L.
6' FOR 2' FOR
SDR 26 SDR 35
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PROP. SANITARY SEWER LINE
SDR 26/SDR 35 PVC
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1- utchison & Associates
Engineers
1209 Decker Drive, Baytown Tx,
<713 422-8213 77520
y* JAMES R HUTCHISON * /�
..23549
The sea' appearing on this
document was authorized by
James P. Hutchison
P.E. 23549, on
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1 June 2007
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111\,DUMPSTER ENCLOSURE SHALL JPH
14) 3i-0// BE A MIN, 8'-0" HIGH AND MEET Sccle
CITY OF LAPORTE REGULATIONS NOTED
Rey isions `
DETAIL
TYPICAL DUMPSTER ENCLOSURE NTS FOR 6'x6'x7'-8" CONTAINER
(VERIFY INSIDE DIMENSION WITH
PROVIDER FOR CONTAINER SELECTED)
6"OCONC. FILLED
SCH.40 STEEL GUARD Q)
POST, COATED WITH Z In
GALVANOX PAINT, M W
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Pr D ject No.
5301
M 15C . DETAILS Si^ eet - of
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10'-0//
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JOINT SEAL
STEEL TO MEET ASTM
1/4" R. STD. SPEC. FOR CONCRETE
N REINFORCING BAR UNITS TO
NAIL OR BOLT DEFORMED END BE SPACED 12" C-C
N
LOOSE FIT 26 GAGE STEEL TUBE
((S OR HARD PLASTIC
SMOOTH BAR - 12" SPACING
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\ SEE NOTE 1 11 \ _..SEE NOTE 5
N EXPANSION JOINT PLATE \\\\
3/4" REDWOOD EXPANSION JOINT
18"
') DETAIL
DOWEL TYPE EXPANSION JOINT NTS
a VOID FOR THIS JOINT MAY BE
o ( FORMED BY SAW CUT OR BY
w 3' 3' USE OF INLAID WOOD. SEAL
z JOINT AS SPECIFIED.
1/2^
= m 3/4" No.4 BARS
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DETAIL
CONSTRUCTION JOINT NTS
1' - 0'_ +
PROP. 1 1/2 ' 1' X 2' SCREED (SCREED TO BE
TYPE 'D' ASPH. REMOVED PRIOR TO PLACING ASPHALT)
E S S F /
_ ---I c BARS
@24 C BW
EXIST. C/S SHELL `-'% I 3,t 91 f PROP. CDNC, HEADER
OR CONC. BASE .1 • ,I,:
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PROP. CONC. BASE OR CONC. PVMT. J
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CONCRETE PAVEMENT
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DEFORMED METAL STRIP NTS
1/2 JOINT SEA
AS SPECIFIED
CONCRETE PAVEMENT
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CONSTRUCTION JOINT SEAL NTS
1 /4„ D. r
1/4" �� l 1 /4„
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CURB RADIUS AND SPACED AT 80' (MAX.) INTERNALS.
I DETAIL
NTS
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PIPE ENTERING INLET SHALL HAVE
A COVERING OF NOT LESS THAN
24' BELOW PAVING.
PLAN
R3433 NEENAH SQUARE GRATE
OR APPROVED EQUAL.
- 30-3/4"
24"
ra 6
WALLS TO BE 8' THICK
IF CONSTRUCTED OF
'• BRICK.
B a.
SEC, A —A # 4 12' O.C.E.W.
DETAIL
TRAFFIC AREA GRATE INLET NTS
NOTE, FOR NON -TRAFFIC AREAS - WALLS MAY BE 6'
CONC. W/O REINFORCING STEEL.
1/2„
mE
No.4 BAR CONT.
L, 8" LONG, AT 150C/C
3„S AT 24"C/CEACH WAY, 10" LAPS
S 1
CONCRETE PAVEMENT
DETAIL
CONCRETE CURB DETAIL
6
5
DETAIL
TYP.CONC. CURB REINFORCING
NTS
NTS
Iutchison & Associates
Engineers
120�) Decker Drive, Baytown,Tx,
C713i422-8213 77520
IN
i JAMES P. HUTCHISON 0
,Ill
..........................,
23549 �Q .��/i
The seal appearingg on this
'.document was outhorized by
James P. Hutchison
P.E. 23 49, on
n 20
Do. 1:e
1 June 2007
Dr, �.wn By
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Ch, -cked By
DETAIL JPH
TYP. PARKING LOT& PAVING DETAIL NTS Sc ale
NOTED
Re +isions
4'-0'
J 6' X 6' No.6 WELDED WIRE FABRIC
OR #3 REBAR 16' D.C. BOTHWAYS.
/ \\
\\ // /\\ 4' PDRTLAND CEMEtI\/\
\� CONC. SIDEWALK. �`y SLOPE 1/4'/FT. IN
COMPACTED NON EXPANSIVE FILL. DIRECTION OF DRAINAGE
NOTE:
1. REDWOOD BOARD EXPANSION EVERY 36 FT.
2. SIDEWALK TO BE SCORED EVERY 4 FT:
DETAIL
SIDEWALK DETAIL NTS
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1. EXPANSION JOINTS, REINFORCING STEEL, WELDED WIRE FABRIC, AND ALL JOINT MATERIALS, LL Z Ln LU = xuI W
DEVICES AND WORK REQUIRED, SHALL BE CONSIDERED SUBSIDIARY WORK AND SHALL BE 2 Ul a O N ~ z w
INCLUDED IN THE TOTAL BID. NO EXTRA PAYMENT WILL BE MADE FOR ANY MATERIAL,
BAR CHAIR, STEEL OR ANY OTHER DEVICE SHOWN, NOR FOR ITS INSTALLATION. `C, ,w Z'z Y
Z
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2. BOARD JOINT FILLER SHALL BE OF THE TYPE SPECIFIED, SURFACED TWO SIDES TO 3/4 F- p LU 0
NOMINAL THICKNESS CONTINUOUS IN ONE LENGTH FOR A MINIMUM OF 1/2 WIDTH OF POUR, �' ,_j IW— Z = p~C
SHAPED TO CONFORM TO PAVEMNET CROWN AND INSTALLED AS DETAILED. � � O �- a�G a LU
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3. LOAD TRANSMISSION UNITS SHALL BE SECURED PARALLEL TO THE PAVEMENT SURFACE V 2:n1 LU
AND CENTERLINE. DOWEL INSTALLING CHAIRS SHALL BE TRUE AND SHALL HOLD THE c g O p
DOWELS PARALEL TO PAVEMNET SURFACE AND CENTERLINE. c O
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4. THE BOARD JOINT FILLER SHALL BE DRILLED TO RECIEVE LOAD TRANSMISSION UNITS. H
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5. JOINT SEAL TO BE HOT POURED RUBBERIZED ASPHALTIC MATERIAL EQUAL TO W.R. MEADOWS c
#164 OR ALLIED #9001 AND IN ACCORDANCE WITH ASTM DESIGNATION D3405.
6. IF DEFORMED METAL STRIPS ARE ALLOWED, THEY SHALL BE STAKED IN PLACE WITH #3 BARS. PI o ject No,
5301
Sl eet of
WEST "B" STREET
(8 0) R.O.W.)
GENERAL NOTES MAINTENANCE NOTES '
1. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED 1. THE OWNER, TENANT AND THEIR AGENT, IF ANY, SHALL BE JOINTLY AND
SITE ELEMENTS AND NOTIFY OWNER OF ANY DISCREPANCIES. SEVERALLY RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE.
2. CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES 2. THE LANDSCAPE SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER
AND NOTIFY OWNER OF CONFLICTS. CONTRACTOR SHALL EXERCISE AT ALL TIMES.
CAUTION WHEN WORKING IN THE VICINITY OF UNDERGROUND UTILITIES. 3. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY AND GROWING
3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR,
LANDSCAPE AND IRRIGATION PERMITS. 4. ALL PLANT MATERIAL WHICH DIES SHALL BE REPLACED WITH PLANT MATERIAL
4. ALL PLANTING BEDS AND LAWN AREAS TO BE SEPARATED BY STEEL OF EQUAL OR BETTER VALUE,
h.utchlson &Associates
EDGING.
5. ALL LAWN AREAS TO BE HYDROMULCH BERMUDAGRASS, UNLESS
Engineers
❑THERWISE NOTED ON DRAWINGS, HYDROMULCHING NOTES
6. NO STEEL EDGING TO BE INSTALLED ALONG SIDEWALKS OR CURBS.
1209 Decker Drive, Baytown,Tx.
7. IF REQUIRED BY OWNER, THE CONTRACTOR SHALL PROVIDE A COMPLETE SET 1. ALL LAWN AREAS TO BE HYDROMULCH BERMUDAGRASS, UNLESS
WORKING DRAWINGS, STAMPED BY A LICENSED LANDSCAPE DESIGNER FOR AN NOTED ❑THERWISE,
(713 422-8213 77520
UNDERGROUND IRRIGATION SYSTEM, PROVIDE ALL EQUIPMENT SPECIFIED AND 2, BERMUDAGRASS GRASS SEED SHALL BE EXTRA HULLED AND TREATED
INSTALL AS DESIGNED, MEETING ALL CITY OF LA PORTE CODES AND LAWN TYPE AND SHALL BE DELIVERED TO THE SITE IN IT'S ORIGINAL
ORDINANCES GOVERNING SUCH INSTALLATIONS. UNOPENED CONTAINER, AND SHALL MEET TEXAS STATE LAW REQUIREMENTS,
3. FIBER SHALL BE ONE HUNDRED PERCENT CI00%> WOOD CELLULOSE FIBER,
OF
DELIVERED TO THE SITE IN ITS ❑RIGINAL CONTAINER. CONWEB OR EQUAL.
,; qP .••""r•. iy
4. FIBER TACK, SHALL BE DELIVERED TO THE SITE IN ITS ORIGINAL
��!�� 's*4
UNOPENED CONTAINER, AND SHALL BE 'TERRO-TACK ONE', AS MANUFACTURED
y* :*t�
BY GROSS GROWERS, INC„ OR EQUAL.
0......................
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5. HYDROMULCH WITH BERMUDAGRASS SEED AT A RATE OF TWO (2) POUNDS
P. HUTHUTCHIHISON
PER ONE THOUSAND (1000) SQUARE FEET.
,,,,,MES
,,,
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23549AREAS
6. IF INSTALLATION OCCURS BETWEEN SEPT. 1 AND APRIL 1, ALL HYDROMULCH
,�
Af
',1
TO WINTER RYEGRASS, AT A RATE OF FOUR
(100) )TOOREDS PER OHYDROMULCHED NE
\L RN�?�'
THOUSAND SQ FTE CONTRACTOR SHALL BE REQUIRED
"N
WITH BERMUDAGRASS THE FOLLOWING GROWING SEASON.
7. ALL HYDROMULCHED LAWN AREAS SHALL HAVE 100% COVERAGE PRIOR TO
The seal appearin on this
document was cuthgorized by
SHRUBS & GROUNDCOVER FINAL ACCEPTANCE.
James P. Hutchison
SEE PLANS FOR PLANTS 8. CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL ACCEPTANCE.
P.E. 235 9, on
PREPARED SOIL MIX THIS INCLUDES MOWING, WATERING, WEEDING, CULTIVATING, CLEANING, AND
REF,SPECIFICATIONS REPLACING DEAD OR BARE AREAS TO KEEP PLANTS IN A VIGOROUS,. HEALTHY
^ �a 200
CONDITION,
9. CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF AN ACCEPTABLE TURF
AREA AND SHALL PROVIDE REPLACEMENT FROM LOCAL SUPPLY AS NECESSARY.
Da" e
3/4' MAX,
1 June 2007
.:.
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- REF. PLAN FOR TREE
DLB
1/8'x4•
GREEN STEEL
ChE eked By
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EDGING WITH
STEEL EDGING DETAIL
JPH
NTs RUBBER HOSE
Sc( le
2 STRANDS NO.12 GAUGE
GALVANIZED WIRE, TWISTED
1 "=10'-0"
REF. PLAN FOR SHRUB
Re) isions
2' MULCH LAYER
2X DIA, ROOTBALL
44
2' LAYER OF BARK MULCH MTG.SHT. 4' HIGH WATERING
RING
FINISH GRADE
-III III—) I ! .: • • -' ` • 4'OPERFORATED
I —I —I (I PVC PIPE W/CAP
6. FINISH GRADE I,
I I III
— — ^'
, : ..; .. . METAL T-POST
NATIVE SOIL — — PAINTED GREEN
•�:''•`:,..;.•
ICI -I :
-III I I -I
REPAIRED
• = SOIL MIX -I -III-III III -III -I I
PER SPECS ROOT BALL
I_I I I III I I UNDISTURBED SOIL (DO NOT DISTURB)
-III —III -III TOP OF ROOTBALL TO BE
III —III —III —I I —III —I
I— SET V ABOVE EXISTING
CRUSHED ROCK GRADE. REMOVE TOP 1/3
ROOT BALL BURLAP.
UNDISTURBED SOIL (DO NOT DISTURB)
TREE PLANTING DETAIL NOTE: LOCATE STAKES OUTSIDE OF TREE WELL.
NTs POSITION STAKES TO SECURE TREE AGAINST
SEASONAL PREVAILING WINDS,
SHRUB/GROUNDCOVER DETAIL (STAKE AS NEEDED)
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PLANT
LIST
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TREE
BOTANICAL NAME COMMON NAME
QTY. SIZE
REMARKS
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QUERCUS VIRGINIA LIVE OAK
5 30 GAL..
B&B, 8' HT., 4' SPREAD MIN,
0
,
LAGERSTROMIA INDICA CREPE MYRTLE, RED 6'-B' TALL
CONTAINER, C3)TRUNK MIN,
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SHRUB
4' SPREAD
Q
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=
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BOTANICAL NAME COMMON NAME
QTY. SIZE
REMARKS
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EUONYMUS FORTUNEI TEE
36 5 GAL.
CONT,FULL, 20'SPREAD
0
'ESPINDLE
MERALD GAIETY'
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NOTES, ALL TREES TO HAVE STRAIGHT TRUNKS
AND BE MATCHING WITHIN
VARIETY.
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PLANT LIST IS TO AID BIDDER ONLY. CONTRACTOR SHALL VERIFY
QUANITIES
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ON PLAN. ALL HEIGHTS ARE MINIMUMS.
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ALL PLANTINGS SHALL COMPLY WITH THE CITY
OF LA PORTE LANDSCAPE
REQUIREMENTS
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AND ANY SUSTITUTIONS MUST BE APPROVED BY
THE CITY OF LA PORTE.
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THE ABOVE PLANT LIST IS A SUGGESTED LIST
AND CAN BE CHANGED BY
THE OWNER AS LONG AS THE PLANTS
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REQUESTED ARE APPROVED BY THE CITY OF LaPORT AND PLANTED IN ACCORDANCE WITH ALL CITY LANDSCAPE
REQUIREMENTS. CONTRACTOR SHALL COORDINATE LANDSCAPING AND IRRIGATION NEEDS WITH OWNER.
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LANDSCAPE SUMMARY
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LANDSCAPE AREA REQUIRED: [(125x125)-3200]x0.06 = 745.5 S.F.
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LANDSCAPE AREA PROVIDED: 900 S.F. (4' WIDE x 225' LONG)
ALL LANDSCAPE PLANTINGS SHALL CONFORM TO THE CITY
Project
No.
OF LaPORTE CODES AND ORDINANCES.
5301
LANDSCAPE PLAN
SI•
2et
of
01_011
No.
d Book Ref. /