HomeMy WebLinkAbout201703211319038826" SAN. SWR
TAP TO EXIST.
SAN SWR MH
FL 6.50
(BY CONTRACTOR,
INSPECTED
BY CITY)
V.3 1?.3 ..
10. RCP
FL N-13A I
FLS-1330
PROPOSED
SANITARY
SEWER M.H. IBD
(BY CONTRACTOR,
INSPECTED BY CITY)
6" SAN. SWR
TAP TO EXIST.
3011 SAN SWR I°3
LINE FL 6.00
(BY CONTRACTOR,
INSPECTED
BY CI
PROPOSED O.H.
POWER LINE TO
BE EXTENDED TO
PROPERTY BY /
CENTERPOINT.
PROPOSED 1" TS8aV PROPOSED 1" TS83V PROPOSED 2" TS&V SITE KERN®TES
TAP ON 8" PUBLIC W.L. TAP ON 8" PUBLIC W.L. TAP ON I PUBLIC W.L.
FOR SERVICE. FOR SERVICE. FOR SERVICE. PROPOSED ONE STORY SHELL BUILDING
PROPOSED 1" 1 601 S 14TH STREET; FF 22.18; 6,500 SF BLDG; 25'EVE HEIGHT;
PROPOSED 1" (601 14TH) IRRIGATION PROPOSED 1" (631 14TH) PROPOSED 2" (1306 W F.) O 3 OVERHEAD DOORS; METAL BUILDING WITH BRICK LEDGE ON 3 SIDES
WATER METER (BY CITY). METER (BY CITY) WATER METER (BY CITY) WATER METER (BY CITY)
W/ RPZ BACKFLOW WITH PVB W/ RPZ BACKFLOW W/ RPZ BACKFLOw .1!>I 10 ' (NORTH, SOUTH, & WEST)
PREVENTOR (BY BACKFLOw PREVENTOR (BY PREVENTOR (BY I PROPOSED ONE STORY OFFICE SHOP
CONTRACTOR) PREVENTOR (BY CONTRACTOR) CONTRACTOR) ______-___- /
FLw IJ21_.
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.__ - -•„- hP I5.' S'IM.M" VAPOR POINT CORPORATE OFFICE
To
°i Il,Me,4.14 1 A
-_. 30' •MP FL E-9.24
--1OF"ANrc 5 __ 57 iP 631 S 14TH STREET BUILDING, FF 22.18; 6,500 SF BLDG; 25 EVE HEIGHT;
WE E STREET W. E. ST W. E. ST 2 OVERHEAD DOORS; METAL BUILDING WITH BRICK LEDGE ON 3 SIDES
6s (NORTH, SOUTH, & WEST
(60.00 R.O.W.) (ABANDONED) (ABANDONED) \�� )
#2015-3585 #2006-2916
n awn' 13Y Y- a" v r� -Exr s v PROPOSED TWO STORY OFFICE/SHOP
•R- _ SWR- - SVR SW 51✓R SNR- :/ram, SW.- N 9O° 00 00 E 80 N 90 00 00" E 125.00 VAPOR POINT SHOP
vG 1B
_ _ _ TP 18.06 TP_18.39 . " 1306 W. F STREET; FF 20.76; 14,000 SF BLDG W/ 25' x 80' CANOPY IN THE
-W,10' SETBACK N 90300' oo° E 266.00' i lo' SETBACK I° REAR; 25' EVE HEIGHT; 5 OVERHEAD DOORS; METAL BUILDING WITH
EXISTING ( 1 BRICK LEDGE ON 2 SIDES (SOUTH & WEST)
.117.69 x I 5 I(!APJZA..A , FIRE 5 I. a 5 AC lo% I �t I HYDRANT I I PROPOSED 8" CONCRETE PAVING; 3000 PSI, #4 @ 12" O.C.;
673 ` r g x O 9" COMPACTED SUBGRADE STABILIZED AS PER SOILS REPORT
a.��I m S g 2 (I I ( Q $ I ( # 16-348 BY COSTAL TESTING (HEAVY TRAFFIC)
we WBOLIAAD 3,iC 15 o C, I' I $
TP 2 09) „ I ° , O o ® PROPOSED INDUSTRIAL DRIVEWAY; 30' WIDE; 15' RADIUS RETURNS; 8" CONCRETE;
0 TP 17.79 ro C9 E+ o U2 ( N „
g - .0 , as j, alaa I L 2 0 ( 3 PAVING; 3000 PSI, #4 @ 12 O.C.; 9 COMPACTED SUBGRADE STABILIZED AS PER
o I o 12I I 1 �, O I. O SOILS REPORT #16-348 BY COSTAL TESTING (HEAVY TRAFFIC)
iv O I I I I PROPOSED PRIVATE FM F
N N
N I N o r>.G a HYDRANT AND W.L les r
„ I 1 TP 22.1s TP �2 Ol ° ' USTRIAL DRIVEWAY 40' WIDE 15' RADIUS RETURNS 811 CONCRETE
N
^' I 3.29% aI I HYDRANT TO BE EQUIP]D � I , PROPOSED IND
TP 18.15 I " PAVING; 3000 PSI, #4 @ 12" O.C.; 9" COMPACTED SUBGRADE STABILIZED AS PER
' W/ STORZ FIRE
HYDRANT CONNECTION I IT 3B SOILS REPORT #16-348 BY COSTAL TESTING HEAVY TRAFFIC
100.7' 146.3' 1 Iy 194' ( )
o TP 18.45 I PROP08ED BI[tE HYD
o _ - . , . , .,TP 22.09 x 1-6" GV WITH BOX PRIG TO TEE ( PROPOSED TRASH DUMPSTER WITH SOLID WOOD FENCE
N M 6'B° a ` ( ; 1-a" TEE (M /) 5 O ENCLOSURE PER SECTION 106-752; SIGNAGE REQUIRED (3 TYPICAL)
�+ 8 6 %%''\� S 1 °% 1-6" BEND (MJ)
�q (20 I 1-6" GV WITH BOX I, o n
w R:6% I 2.2% I o I '� a .. _ I 1-FIRE HYDRANT MODIFIED I, I O PROPOSED 6 CHAIN LINK FENCE OFFSET INWARD 6 FROM PROPERTY
I I TPo21.59 Ob I O I a EXTEND 3' FROM E
m ( E T PLUG W.L..L. CURB AROUND I I N LINE; 2 1 /2" GAL. METAL POST; 18" TALL 3 STRAND BARB WIRE.
N A O a I I WASH STATION -
w .I I PROPOSED CONCRETE WHEEL STOP. 3 FROM END BAY (4 )
p . , ( TP 20.76
al I2: 3ri o
��
6 OF
_ ¢N�
.....I...`.... �° l-� I co
0 o I 95 _ TP 20.25��0 i' a^^�s% -� �. •• r63Lo,% ovERHANG� W PROPOSED WASH STATION WITH PROPOSED TYPE A INLET
o 8 TP 21 2b <C �. T1a 19.13 f ' _ °o. �_ I L^°=% I' O
\ G �� � CONNECTED TO PROPOSED PARKS OIL / SAND INTERCEPTOR
. 5 � d• ' FL 17.1 N FL 17.59 'a
z i �q a (5 O TP 20.76 H ( MODEL # OSCMP - 750
3.0% Igo a 4� �N: $ �J$ �` I L 1 REQUIRED VAN PARKING SPACE COMPLYING WITH 502. VAN
SI TP 21.59 O m ' b z.l% "
a,.,p ... F.o% 4 I �� `° O .PARKING SPACE SHALL BE 9' WIDE, BE MARKED TO DEFINE THE
1 88�6% Rs,3.2% Y r z�s, 2 1 I PROT CTED a�b
W L ROSSING uI® (I WIDTH, AND SHALL HAVE AN ADJACENT ACCESS AISLE.
u
15G.i: w
K
24" IICY I w
FLN=13.13
ric
W
153
r
.1'P.3'
1C ( W
8�®3, II
8 W
3 I
ti �6I
TP 22.09TP 18.4 2.9w% S • / I I �' LANDSCAPE LEGEND
a 199.6' 80.7' 4w 60' I; 71I 0 Required landscaping to be located between fence and the R.O.W.
2��6 1B t1ie o 2ti�5% M I2: • Landscaping shall be in accordance with the visibility triangle requirements
I TP 18.1 3.� O �I 0 No irrigation - Landscape utilizing drought tolerant and native plants
CNy N 1Np• TP ?J2.01 2' c.o• o , 1�. 16 TP 20.76 ma I.
(� FF 22.18 AREA B FL 16.602 a PROPOSED ORNAMENTAL TREE (OVERHEAD UTILITY)
IE 4Le 1.7179 AC (� y� 1 per 20 l.f. of R.O.W. (400' 14TH ST)
1°FL13.79 9365 CFS TP 17.7 �� AREA C �I YAUPON HOLLY TREE (ILEX VOMITORIA) (20 TYP.) 20' O.C.E.W
FL 16.3
° . TP 22.09 Cq I I
N
2}.93 w�"° FL13.91 G a° ° 4.455_ C S oI`) PROPOSED SHADE TREE
er L1 FL,3.63 90LF ' ., 90®% FL 15°36) fi ®% FL 1611� ,I ° 1 PER 30 L.F. (266' + 266' + 80' = 612'/30)
'..0. 13.W'®1% PL 13.66 13.E2 SWR 6•®1%$��LR�j-.
•i6 �- $iRi�� $iiR� $�IRi $�i $�iQ� $� $�iQ-
4 (� >a� jj� i ( "`"�. 27b`I. TEXAS RED OAK TREE (QUERCUS TEXANA) (20 TYP.) 30' O.C.E.W
o t TW SCE ( 1^ti O N N FF 20.' %C6 N O
o.
D 2 5❑ CD . o d c 5 3.29% I I2• PROPOSED 5 GALLON MIN.
N 10' SETBACK _ -40� Slide craze = - �4 _ a i^aua. Gate H TS 20 67 F 2a s_ x °az� 0
-T'a• C 11 --° W OLEANDER SHRUBS (NERIUM OLEANDER) (167 TYP.) 3' O.C.E.W.
.. 1O0 - '.. .r . - �to•-WIppl•�, .JJ��i 18.4 30'CPI`
-®. - ® TP 18 Ul .__ c_ O lC LO 56 .. FLN-11.80
16c80,. -:_ - - - ' o -: - v 47.3' / .., o 06 2.0% FLN 1L49 TOTAL AREA OF PROPOSED SITE::...:. : 0ayj0 4 �,-WA P.rK
- - fV 9(S boa w 26s.00' - -
3--- d' �"1�'t-2AI %1'I)'FT -.h (2E'r?-a cr"�z-ss , io. / t u fiP2 I _ - 4.�800 Q FT / 4 7 AC
( w 20 S 6e)163I S. I� (3C� F
__, _,, b v
00 3 STRAND BARB WIRE
J-4
2 1/2" GAL. METAL POST
*PROPOSED FENCE TO
BE CHAIN LINK FENCE
�'`� III- I I III III -I
I=1 I I I I II 11� I i�
' Illi�ilil-
FENCE DETAIL - 01
PROPOSED FENCING WILL REQUIRE A
SEPARATE PERMIT PRIOR TO INSTALLATION.
3B RFs gp� 3
RIS ---- ... •I' 17.�410.' 4/ 3.5% � W I_Q ql • Rt6cic $�6 Lot I-b d7-� ' ••W%'`•
I7r ls' 40' is' z' w �/ N I: PARKING TABLE 9 t
a ... /
266' : P 17. c g .4 Rao' LIGHT/ Rs' �, MiSilu (S C S
601 S 14TH STREET; 1 L
ST F STREET (30 00 Row) SIC g � : ( D N Dff.) i 2Sfr00 -29 L6 'a I � SHELL BUILDING; SEE TITLE BLOCK NOTE #6 � )6
13L
P JJ -
° . I 7. D PROPOSED PARKING SPACES - 8 SP (9' x 20')
3 TC uee PROPOSED PARKING SPACES = 5 SP (9' x 18')
IS
_ PROPOSED H.C. VAN SPACE = 1 SP (9' X 18')
__n_.�L_.-A J- _�. _•\ �__-f_ _A-A_.-�l_A-
36.6' 4 s 90, 7' 45' s 7' TOTAL PROPOSED = 14 SPACES
19.0 IS.6 IG2 205' co -\
631 S 14TH ST; OFFICE / SHOP: 4 MIN + 1 PER EMPLOYEE
I3TH 5T.
'103 �, 2012 NAICS CODE: 8113, COMMERCIAL & INDUSTRIAL MACHINERY & EQUIPMENT
I I (ABANDONED) 4 MINIMUM PLUS 2 PER 1,000 S.F. OF SHOP AREA
U'TELITY LEGEND_ TILITY NOTES (1,950 s.f./ 1000)*2= 4 + 4 MIN = 8 SP Required
1. NOTIFY PUBLIC WORKS AT 281-471-9650 48 HOURS PROPOSED PARKING SPACES = 8 SP (9' X 20')
- W - w - PROPOSED WATER LINE, SIZE AS NOTED PRIOR TO ANY UTILITY CONNECTIONS PROPOSED PARKING SPACES = 7 SP (9' X 18')
PROPOSED H.C. VAN SPACE = 1 SP (9' X 18')
PROPOSED IRRIGATION LINE 2. IF ANY EXISTING UTILITIES REQUIRE AN ELEVATION TOTAL PROPOSED = 16 SPACES
ADJUSTMENT DUE TO THE PROPOSED
- SWR- SWR-PROPOSED 6" SANITARY SEWER LINE DEVELOPMENT, THOSE ADJUSTMENTS WILL BE THE 1306 W. F STREET; OFFICE / SHOP
RESPONSIBILITY OF THE CONTRACTOR AT THE 2012 NAICS CODE: 8113, COMMERCIAL & INDUSTRIAL MACHINERY & EQUIPMENT
- Gw - ew - PROPOSED GREASE TRAP WASTE LINE DEVELOPER'S / CONTRACTOR'S EXPENSE. THIS
PERTAINS TO STORM WATER INLETS, MAIN OR 4 MINIMUM PLUS 2 PER 1,000 S.F. OF SHOP AREA
_E -E -PROPOSED U.G ELECTRICAL LINE MANHOLES, WATER OR SANITARY SEWER MAIN, (9,660 s.f./ 1000)*2 = 19+4 MIN = 23 SP Required
SANITARY MANHOLES OR CLEANOUTS, FIRE PROPOSED PARKING SPACES = 15 SP (9' X 20')
- TEL - TEL - PROPOSED U.G. TELEPHONE LINE HYDRANTS OR VALVE BOXES. ALL UTILITIES WILL BE PROPOSED PARKING SPACES = 7 SP (9' X 18')
ADJUSTED IN CONFORMANCE WITH CITY PROPOSED H.C. VAN SPACE = 1 SP (9' X 181)
- GAS - GAS- GAS NOT PROPOSED SPECIFICATIONS. TOTAL PROPOSED = 23 SPACES
S.W.P.P.P. LEGEND
8" CONCRETE----. 911 COMPACTED SUBGRADE FILTER FABRIC FENCE (REQUIRED) THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS
STABILIZED AS PER SOILS _ FF -�-_ FF _ OFFSET INWARD FROM APPROVED THIS SITE PAN AND DEVELOPMENT OF OAKLAND
PAVING; 3000 REPORT # 16-348 BY COSTAL /
PSI, #4 @ 12" O.C. EACH PROPERTY LINE LAND & DEVELOPMENT "OFFICE WAREHOUSE" IN
TESTING (HEAVY TRAFFIC) CONFORMANCE WITH THE WS OF THE STATE OF TEXAS
_ _ SCE STABILIZED CONSTRUCTION
- AND THE ORDINANCES OFT 7�9.
SCARIFY TO A 611 - CLEAN FILL W/ LIQUID ENTRANCE / EXIT (REQUIRED)
R 11 a -tT 110 -[
�iN�11, Sri m1jn�1 -m�mI < LIMIT LESS THAN 35 & P.I.
DEPTH &REMOVE RECTOR OF PLANNING
OFF- SITE ANY BETWEEN 10 & 25 SWPPP NOTES
EXISTING CONC, 1. ALL DISTURB AREAS MUST BE STABILIZED LA PORTE, T
ORGANICS, AND EXPOSED SUBGRADE TO SI RECOMPACTED 2, TRACKING SOIL AND DEBRIS INTO THE EXISTING
TOPSOIL; TO 95% OF MAX DRY DENSITY ROADWAY WILL NOT BE TOLERATED. STREETS SHOULD
PAVEMENT DETAIL - 02 BE SWEPT DAILY & WATERED TO REDUCE DUST, REMOVE BY: omha
SOIL OR DEBRIS FROM STREETS IMMEDIATELY IF CITY PLANNER, LA PORTE TX
TRACKED INTO STREET BY TRUCKS OR EQUIPMENT.
CITY OF LA PORTE
KEY MAP PG: 580-A
ZONING (LI) LIGHT INDUSTRY.
HCAD #024-108-001-0001, 00392 0017
0034, 024-109-028-0002, 0004,
024-109-029-0006,
TYPE OF DEVELOPMENT: "PROPOSED (1) 14,000 S.F.
PRE-ENGINEERED METAL BUILDING, AND (2) 6,500 S.F.
PRE-ENGINEERED METAL BUILDING & PAVING."
DESCRIPTION OF LAND:
826 1-6, 27-32 Abandoned 15th Street, E Street & 16' alley
AooREM' CITY: oOONTY
0 S. F Street I LA PORTE HARRIS
OAKLAND LAND & DEVELOPMENT, LLC
FLOOD STATEMENT:
SUBJECT PROPERTY IS LOCATED IN SHADED ZONE "X"
AND ZONE "AE" AS PER COMMUNITY PANEL NO.
48201CO945L DATED JUNE 182 2007.
BASE FLOOD ELEVATION IS 15.30
NORTH ARROW & DRAWING SCALE
x
0 10' 40' 80' o
z
1 INCH = 40 FT.
REGISTERED ENGINEER:
z
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I, PHILLIP E. JOHNSON A LICENSED PROFESSIONAL
ENGINEER IN THE STATE OF TEXAS DO HEREBY
CERTIFY THAT THE`INFORMATION PRESENTED ON THIS
MINOR SITE PLAN TRUE AND- CORRECT TO THEBEST
OF MY KNOWLEDGE.
NOTES:
1. THE LOCATION OF THE SANITARY AND WATER LINE HAVE BEEN 4_j t
OBTAINED FROM BLOCK MAPS PROVIDED BY THE CITY OF LA PORTE. C
THE SANITARY LINE IS SHOWN AS 30" INCHES AND THE WATER LINE IS
SHOWN AS 8 INCHES AND ARE LOCATED ALONG 14TH 8s E STREET. x
2. PROPOSED BUILDING, WATER, ELECTRICAL, AND SANITARY SERVICES. )"
3. NO PROPOSED METER FOR IRRIGATION SERVICE. SITE PLAN IS Q
UTILIZING DROUGHT TOLERANT AND NATIVE PLANTS. LANDSCAPE TO BE JT
MANUAL IRRIGATED UNTIL LANDSCAPING IS ESTABLISHED O O
4. NO GAS SERVICE PROPOSED. (D 0-
5. EXISTING DIRT SPOILS ARE OF HIGH PLASTIC AND ARE NOT SUITABLE W
FOR CONSTRUCTION OR BACKFILL. DIRT SPOILS ARE REMOVED OFF > J
PROPERTY BY CONTRACTOR. W
6. UNKNOWN TENANT. 601 14TH STREET IS A SHELL BUILDING. ANY ® 65
FUTURE TENANT OR CHANGE IN TENANT WOULD REQUIRE A NEW
ZONING PERMIT.
7. A STORM WATER QUALITY PERMIT IS REQUIRED PRIOR TO THE
ISSUANCE OF A BUILDING PERMIT AND BEFORE ANY DIRT IS DISTURBED
ON SITE. c O
8. IF THE SITE REQUIRES THE REMOVAL OF ANY TREES, A CLEARING
PERMIT WILL NEED TO BE OBTAINED. C
9. A FILL DIRT PERMIT IS REQUIRED FOR ANY FILL IMPORTED TO THE SITE. J ,
10. ALL OF THESE PERMITS, WHERE APPLICABLE, MUST BE OBTAINED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. Z
C
S.W.P.P.P. LEGEND (ADDITIONAL) cu a
STC AREAS WHERE STREET SWEEPING IP6 INLET PROTECTION CU a
WILL BE CONDUCTED DAILY BARRIER
CONCRETE TRUCK WASHOUT AREA
1. ALL SUBCONTRACTORS WILL BE EDUCATED TO FOLLOW STORM WATER
POLLUTION PREVENTION REQUIREMENTS.
2. STRUCTURAL BMPS WILL BE INSPECTED AND MAINTAINED AT LEAST EVERY 14
DAYS AND AFTER ANY PRECIPITATION OR RUNOFF EVENT THAT CAUSES SURFACE
EROSION, SEDIMENT TRANSPORT OR VEHICULAR TRACKING.
3. REGULAR SCRAPING AND SWEEPING OF STREETS, SIDEWALKS AND FLOW LINES
MUST BE CONDUCTED.
4. EARTH MATERIALS AND LANDSCAPE MATERIALS SUCH AS SOD, ROCK AND MULCH
SHALL NOT SE STOCKPILED, PLACED OR STORED ON DRIVEWAYS,STREETS,
SIDEWALKS OR IN STORM WATER FLOW LINES.
5. CONSTRUCTION SUPPLIES (E.G. TRUSSES AND LUMBER), ROLL OFF CONTAINERS,
DUMPSTERS, PORTABLE TOILETS, TRAILERS, ETC. SHALL NOT BE STORED ON
STREETS OR SIDEWALKS OR OTHER IMPERVIOUS SURFACES. THESE ITEMS SHALL
BE STORED ON THE CONSTRUCTION SITE OR STAGING AREAS.
6. SANITARY FACILITIES SHALL BE LOCATED ON NATURAL GROUND AND AT LEAST 25
FEET FROM ANY STORM SEWER INLET OR WATER BODY AND SHALL BE SERVICED
REGULARLY.
13120117
JOB N0.
16-0003
DRWN BY:
'RC
CKD BY:
PEJ
FILE:
C1.0.dwg
SCALE:
DATE: Mon,
Mar 20 2017
3V I
1,08ANK
11IZ324F 14____.....
FLW-13.21 - ----- -(LA21 In . .
... . . . . IT)PHANK 157
16.i
WEST E STREET
3w �p a .173 .165 W. E. ST
FLN-13AI
FL 5-13.50 sm mi 03 (60,00'RAW.) (ABANDONED)
TOP OF RIM-17.68
.111 ]VE,
#2015-3585
30' C 3 ,, _g&Sj1811gAN. �13
f� 15-PVC W.6 FL4j-N. TV
13 WR SWR 7---_LV�IR-:�:�VP R.- W swR__ SwR_ SVR-- sw&1_ SWR_ swp N 900 00' 00" E 80'
6.7 t 1 2% P/Mg
1.48 - - - - - - -- _TI? IZ.62_
10' SETBACK N 900 00' 00" E 266.00'
4'
AREA
oI g 2.1275 AC
1.0%
11.0673
ICFS '611
21.93ib U)
TP 11OLLARD
C, 16
TP 2.09 0 TP 17.79 H � o
cn
C14
16.9 NN
TP 22.18 TP 2.01
3.29r% TP 18.15
TP 18.45
0 0 :i TP 22.09
N1.0%
In
1
8.6% .2%
d 06
TP 21.59
1.0%
w
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Kr
z
•
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TP 21.59
1.2 %
Li
ci
W 130�
TP 22.09
ci N183
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TP 2.01
FF 22.18
TP 22.09
TP 21.93
• 6- DOLLARD
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4116
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cyl
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----- ----- - --
W. E. ST
(ABANDONED)
#2006-2916
N 900 00' 00" E 125.00"
TP 19.06 TP I
10'SETBACK
� i
NII
101. OF lum� W. 1.1
30-ChIPFLE-914
TP 18.<
ti 00
3.29%
P 18.19, 311�D %o 2.15% rnI
t, 4 cq C9
6 1 , P
cq - 0.76
AREA B 1-0% 16
1.7179 AC
.9365 CFS TP 17.7S AREA C
ral 0.8560 AC
T 4.4529 CFS
n
o%
anti 6 -41 6 ci
Q 3.29%
N R 0.76 cq
0.67
S. 11
WEST F STREET (80.00'R.O.W.)
30
0.1
v 103 c
7,-,- illy
Ld
ltd kli.m
2.0%
2.0%
TP 20.06
TP 19.70
3.5%
00
EILD
r
17,
in LUG
q 4%
W. V. ST
20
BLIDG
(AB
DONED) 0006-2916 LIGHT
TP 18.13, TP 17.60
13TH ST.
(ABANDONED)
IR I
PROPOSED 601, 6311 & 1306 - VAPOR POINT
RATIONAL METHOD FOR RUNOFF: Q = CIA
C = 0.85 (DESIGN FOR 100% PAVED LOT)
1 = 6.12 AND A IS IN ACRES THEREFORE Q IS IN CUBIC FEET PER SECOND (CFS)
3v cPP
ILN�11.80
FLS=IIA9
SUB -AREA
c
I
A
QLcf_s_1
A
0.85
6.12
2.1275
11.0673
B
0.85
1 6.12
1.7179
8.9365
c
0.85
6.12
1 0.8560
4.4529
1
4.7014
24.4567
AMOUNT ALLOCATED FROM EXISTING AREA DRAINAGE MAP
ALLOCATED m- SUBAREA F-1, 5.3 AC, 27.6 CFS (4.7014 AC = 24.4828)
DETENTION IS NOT REQUIRED IN THE
LITTLE CEDAR BAYOU WATERSHED
WHEN DISCHARGING DIRECTLY INTO
THE F216 PER PICIM.
THIS NOTE IS ON THE PREVIOUSLY
APPROVED SITE PLAN
THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS
APPROVED THIS SITE PAN AND DEVELOPMENT OF OAKLAND
LAND & DEVELOPMENT "OFFICE WAREHOUSE" IN
CONFORMANCE WITH THE S OF THE STATE OF TEXAS
AND THE ORDINANCES OF, T CITYPORTE.
BY:
LDIRECTOR OF PLANNING
LAPORTE,
BY:
MMA&GR CITY PLANNER, LA PORTE TX
l& ItAl, j lilr4 Y 7,11 z
, 3�,tjgm
FpLt 11W 7
0
EL
No i 00140i igwlllkow�
CITY OF LA PORTE w
KEY MAP PG: 580-A
ZONING (LI) LIGHT INDUSTRY. Lu
HCAD #024-108-001-0001, 00399 0017
00349 024-109-028-0002, 00042 0
1-*
024-109-029-00069
TYPE OF DEVELOPMENT: "PROPOSED (1) 14,000 S.F.
PRE-ENGINEERED METAL BUILDING, AND (2) 6,500 S.F.
PRE-ENGINEERED METAL BUILDING & PAVING."
hY
DESCRIPTION OF LAND: Z can
U cp
C,4 a�
BLOC LOT* 82 1-6, 27-32 Abandoned 15th Street, E Street& 16'alley
WORESS'. CITY.. CD
0
0 S. F Street
LA PORTE HARRIS z 0 r4 U
WCHASEFI/OWNER TITLE COMPANY-. 0 00
OAKLAND'LAND & DEVELOPMENT, LLC 0
FLOOD STATEMENT: u �) �
Ln 0
SUBJECT PROPERTY IS LOCATED IN SHADED ZONE fixif C)
AND ZONE "AE" AS PER COMMUNITY PANEL NO. p r.; Ul
4820 1 C0945L DATED JUNE 18, 2007.
BASE FLOOD ELEVATION IS 15.30
NORTH ARROW & DRAWING SCALE
3:
0 10' 40' 80, o Sitework Consulting Engineer
z FIRM NO 13756
1 INCH = 40 FT. eogp, -M.F"ka®
ak
64f
%
REGISTERED ENGINEER:
....... ........
OFNIHMILLIPEUG E lOHN90N
..............................
I, PHILLIP E. JOHNSON A LICENSED PROFESSIONAL segos
2- , � I
ENGINEER IN THE STATE OF TEXAS DO HEREBY k4i,%`JCE ......
CERTIFY THAT THE INFORMATION PRESENTED ON THIS
MINOR SITE PLAN TRUE AND CORRECT TO THE BEST 03120117
OF MY KNOWLEDGE.
NOTES:
ti
1. THE LOCATION OF THE SANITARY AND WATER LINE HAVE BEEN
OBTAINED FROM BLOCK MAPS PROVIDED BY THE CITY OF LA PORTE.
THE SANITARY LINE IS SHOWN AS 30" INCHES AND THE WATER LINE IS
SHOWN AS 8 INCHES AND ARE LOCATED ALONG 14TH & E STREET.
2. PROPOSED BUILDING, WATER, ELECTRICAL, AND SANITARY SERVICES.
3. NO PROPOSED METER FOR IRRIGATION SERVICE. SITE PLAN IS CL
UTILIZING DROUGHT TOLERANT AND NATIVE PLANTS. LANDSCAPE TO BE MANUAL IRRIGATED UNTIL LANDSCAPING IS ESTABLISHED 0 0
4. NO GAS SERVICE PROPOSED. (D 0-
5. EXISTING DIRT SPOILS ARE OF HIGH PLASTIC AND ARE NOT SUITABLE >
FOR CONSTRUCTION OR BACKFILL. DIRT SPOILS ARE REMOVED OFF
PROPERTY BY CONTRACTOR. (D
6. UNKNOWN TENANT. 601 14TH STREET IS A SHELL BUILDING. ANY u
FUTURE TENANT OR CHANGE IN TENANT WOULD REQUIRE A NEW
ZONING PERMIT. LL
7. A STORM WATER QUALITY PERMIT IS REQUIRED PRIOR TO THE 00
ISSUANCE OF A BUILDING PERMIT AND BEFORE ANY DIRT IS DISTURBED -0
ON SITE. c: CO
8. IF THE SITE REQUIRES THE REMOVAL OF ANY TREES, A CLEARING C)
PERMIT WILL NEED TO BE OBTAINED. cu co M
9. A FILL DIRT PERMIT IS REQUIRED FOR ANY FILL IMPORTED TO THE SITE. Be a
10. ALL OF THESE PERMITS, WHERE APPLICABLE, MUST BE OBTAINED uj
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. z F-
cu 0
cu 0
0
JOB NO. 16-0003
DRWN BY: RC
CKD BY: PEJ
FILE: C1.1.dwg
SCALE:
DATE: Mon, Mar 20 2017
DWG:
I ci .1