HomeMy WebLinkAbout201707311103382472. IF ANY EXISTING UTILITIES REQUIRE AN ELEVATION TOTAL PROPOSED = 16 SPACES 7. A STORM WATER QUALITY PERMIT IS REQUIRED PRIOR TO THE j ..
ISSUANCE OF A BUILDING PERMIT AND BEFORE ANY DIRT IS DISTURBEDON SITE.
DEVELOPMENT THOSE ADJUSTMENTS WILL BE THE 1306 W. F STREET; OFFICE / SHOP 8. IIF THE SITE REQUIRES THE REMOVAL OF ANY TREES A CLEARING 0
- swR- SWR- PROPOSED 6" SANITARY SEWER LINE RESPONSIBILITY OF THE CONTRACTOR AT THE . PERMIT WILL NEED TO BE OBTAINED� M
2012 NAICS CODE: 8113, COMMERCIAL &INDUSTRIAL MACHINERY &EQUIPMENT •-
DEVELOPER'S / CONTRACTORS EXPENSE. THIS 4 MINIMUM PLUS 2 PER 1,000 S.F. OF SHOP AREA 9. A FILL DIRT PERMIT IS REQUIRED FOR ANY FILL IMPORTED TO THE SITE. J '
w - Gw - PROPOSED GREASE TRAP WASTE LINE PERTAINS TO STORM WATER INLETS, MAIN OR 10. ALL OF THESE PERMITS, WHERE APPLICABLE, MUST BE OBTAINED J
9 660 s.f. 1000 *2 = 19+4 MIN = 23 SP Re aired PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ~
MANHOLES, WATER OR SANITARY SEWER MAIN, Z
- E - E - PROPOSED U.G ELECTRICAL LINE SANITARY MANHOLES OR CLEANOUTS, FIRE PROPOSED PARKING SPACES = 15 SP (9' X 20) C O
HYDRANTS OR VALVE BOXES. ALL UTILITIES WILL BE PROPOSED PARKING SPACES = 7 SP (9' X 18') S.W.P.P.P. LEGEND (ADDITIONAL) 2 0. D
- TEL- TEL- PROPOSED U.G. TELEPHONE LINE ADJUSTED IN CONFORMANCE WITH CITY PROPOSED H.C. VAN SPACE = 1 SP (9' X 18') �[ ••
SPECIFICATIONS. TOTAL PROPOSED = 23 SPACES AREAS WHERE STREET SWEEPING IP6 INLET PROTECTION CC O W
- �- w- GAS NOT PROPOSED S.W.P.P.P. LEGEND SIC WILL BE CONDUCTED DAILY BARRIER a
9" COMPACTED SUBGRADE O Q
8" CONCRETE- FILTER FABRIC FENCE (REQUIRED) THIS IS TO CERTIFY THAT THE CITY OF LA PORTS TEXAS HAS STABILIZED AS PER SOILS CONCRETE TRUCK wnsxouT AREA
REPORT #16-348 BY COSTAL u
a
PAVING; 3000 - FF -O- FF - OFFSET INWARD FROM APPROVED THIS SITE PAN AND DEVELOPMENT OF OAKLAND
PSI, #4 @ 12" O.C. EACH PROPERTY LINE LAND & DEVELOPMENT "OFFICE WAREHOUSE" IN 1. ALL SUBCONTRACTORS WILL BE EDUCATED TO FOLLOW STORM WATER
TESTING (HEAVY TRAFFIC) IC) POLLUTION PREVENTION REQUIREMENTS.
1 li i Im ,I! 10 iiE STABILIZED CONSTRUCTION CONFORMANCE WITH THE LAWS OF THE STATE OF TEXAS
0 ipi, u ul 2. STRUCTURAL BMPS WILL BE INSPECTED AND MAINTAINED AT LEAST EVERY 14
AND THE ORDINANCES OF THE CITY OF LA PORTS. DAYS AND AFTER ANY PRECIPITATION OR RUNOFF EVENT THAT CAUSES SURFACE JOB NO. 1 C)-DOOR
SCARIFY TO A 6" / u�rr [III" it I'' H 1O i' CLEAN FILL W/ LIQUID ENTRANCE /EXIT (REQUIRED) EROSION, SEDIMENT TRANSPORT OR VEHICULAR TRACKING. DRWN BY: RC
u= D In Itt ([i it n Iti i;; -1t 3. REGULAR SCRAPING AND SWEEPING OF STREETS, SIDEWALKS AND FLOW LINES
DEPTH & REMOVE -"'-"' ' "' '' " " " LIMIT LESS THAN 35 & P.I. BY: MUST BE CONDUCTED. CKD BY: PEJ
BETWEEN 10 & 25 SWPPP NOTES
OFF- SITE ANY 4. EARTH MATERIALS AND LANDSCAPE MATERIALS SUCH AS SOD, ROCK AND MULCH
1. ALL DISTURB AREAS MUST BE STABILIZED DIRECTOR OF PLANNING FILE: C1.o.rev 4.d
EXISTING CONC, SHALL NOT BE STOCKPILED, PLACED OR STORED ON DRTVEWAYS,STREETS,
LA PORTS . SCALE:
EXPOSED SUBGRADE TO BE RECOMPACTED a TX SIDEWALKS OR IN STORM WATER FLOW LINES
= ORGANICS, AND o 2. TRACKING SOIL AND DEBRIS INTO THE EXISTING 5. CONSTRUCTION SUPPLIES (E.G. TRUSSES AND LUMBER), ROLL OFF CONTAINERS,
FENCE DETAIL - 01 TOPSOIL; TO 95 /O OF MAX DRY DENSITY ROADWAY WILL NOT BE TOLERATED. STREETS SHOULD DUMPSTERS, PORTABLE TOILETS, TRAILERS, ETC. SHALL NOT BE STORED ON DATE: Mon, Jul 24 2017
PROPOSED FENGII+fG WILL REQUIRE A STREETS OR SIDEWALKS OR OTHER IMPERVIOUS SURFACES. THESE ITEMS SHAL
k � Q BE SWEPT DAILY & WATERED TO REDUCE DUST. REMOVE BE STORED ON THE CONSTRUCTION SITE OR STAGING AREAS. DWG:,;
SEPARATE PERMIT PRIOR TO INSTALLATION. PAVEMENT DETAIL - O2 BY: 6. SANITARY FACILITIES SHALL BE LOCATED ON NATURAL GROUND AND AT LEAST 25 )a
t .w: SOIL OR DEBRIS FROM STREETS IMMEDIATELY IF
TRACKED INTO STREET BY TRUCKS OR EQUIPMENT. CITY PLANNER, LA PORTE TX FEET FROM YANY STORM SEWER INLET OR WATER BODY AND SHALL BE SERVICED C O
6" SAKI, SWR PROPOSED 1" TS&V PROPOSED 1" TS&V PROPOSED 2" TS&V SITE KEYNOTES
TAP ON 8" PUBLIC W.L. TAP ON 8" PUBLIC W.L. TAP ON 8" PUBLIC W.L.TAP
SAP O EXIST FOR SERVICEdh . FOR SERVICE. FOR SERVICE. Q y PROPOSED ONE STORY SHELL BUILDING w O N M N
PROPOSED 1" --- O 601 S 14TH STREET; FF 22.18; 6,500 SF BLDG; 25' EVE HEIGHT; o `* o 0 0
FL 6.50 k OPOSED 1" (601 14TM IRRIGATION PROPOSED 1" (631 14TM PROPOSED 2" (1306 W F.) „
I�
(BY CONTRACTOR, WATER METER (BY CITY) METER (BY CITY) WATER METER (BY CITY) WATER METER (BY CITY) 3 OVERHEAD DOORS; METAL BUILDING WITH BRICK LEDGE ON 3 SIDES, W
INSPECTED W/ RPZ BACKFLOW WITH PVB W/ RPZ BACKFLOW W/ RPZ BACKFLOW - _'I (NORTH, SOUTH, & WEST) k=; bz I- X
PREVENTOR(BY BACKFLOW PREVENTOR(BY PREVENTOR(BY
BY CITY) CONTRACTOR) PREVENTOR (BY CONTRACTOR) CONTRACTOR) SHADED ZONE X I PROPOSED ONE STORY OFFICE /SHOP ) 0 w Z
CONTR_ACTOR�_ --- - - --
FL E-tld4 "._ t)_- - __._. �' ' _ L i _. - _ STM. hRI z
FLW-13.2L - - - -- - £n - --- VAPOR POINT CORPORATE OFFICE w ¢ O
_ _ ---- _ y l ZONE AE ', __ _ � � •--� 2 f-
ry ....... , 30" FLE-9.z4 1 5n ..r. .,----. -• -.. - --•- O
lA
pI 631 S 14TH STREET BUILDING; FF 22 18; 6,500 SF BLDG; 25 EVE HEIGHT; y , 4 x ¢ o
, -., i -aGS � !jj TOP BANG ,
30-RCP ,1 �: ESTREET ,i, SHADED ZONE X-'�, j 2 OVERHEAD DOORS; METAL BUILDING WITH BRICK LEDGE ON 3 SIDES '� '�'(° �� ` '� U >-
W. E. ST W. Sls f I li I O
FLN-134111 (ABANDONED) (ABAND - (NORTH, SOUTH, & WEST) '..-'� .iMl v ¢ o w FLs-las° srnLt,wa3 (6000 R.O.W.) I a + sS �-'s .:,^�xr• 7,
TOP OF R>M-n./ 8 WAPER DINE ST WATE& LINE ! -
6 �' -- --- -- _- #2015-3585 #2006-2916 U LU z
J
^ cFL s-6.3 ft. -1.61 EXIST B"5AN SWR.'_-,: , -_ _.._ . ,I
,,���W�.63 W - - _ ---a snlyswx Exrszsnrr_ a „ RY OFFICE/SHOP ` � PROPOSED TWO STO : ,a �, � zo ¢ �-
-- uF e d ,.e-r- r. - ..1. ._- .,• N 90° 00 00 E 80' N 90 00 00 E 125.00'
- 1 r .
-� VAPOR POINT SHOP 4 ¢ N
v� w
--- i ° it W I-
iS2 - - 64 - - 1L6� _' _ _ TP 18.06 TP 18.39. I 1306 W. F STREET; FF 20.76. 14,000 SF BLDG W/ 25' x 80' CANOPY IN THE: p >
( ' lo' SETBACK N 90Soo' 00" E 266.00' A - - lo' SETBACK I ' 1 REAR; 25' EVE HEIGHT; 5 OVERHEAD DOORS; METAL BUILDING WITH : , < O _j 0-
> I I " EXISTING I ' „, , ¢ � 0-
4 I FL 17.69 x I 5 I AREA Aj� I FIRE 5 I 1( BRICK LEDGE ON 2 SIDES (SOUTH & WEST) H 0 H tL
° Io °o H 2 I '., ) otS O
f o) ¢> > 2.1275 AC w ( HYDRANT N N w
N 3 i 1.0% I I PROPOSED 8 CONCRETE PAVING; 3000 PSI, #4 @ 12 O.C.; W z
11.0673 1 �� �e ( `t:` O
w) I 9 COMPACTED SUBGRADE STABILIZED AS PER SOILS REPORT
ti > B I¢ z �I i O #16-348 BY COSTAL TESTING (HEAVY TRAFFIC) ;, € i ¢ W U
M :I) TP 2(.93 m wf..: '. TP 2.09 I C 3 g I 5 A o G I _' sa z W U'
o Q TP 17.79 00 C4 . ?� 0 0 PROPOSED INDUSTRIAL DRIVEWAY; 30 WIDE; 15 RADIUS RETURNS; 8 CONCRETE; , Isis �� O
0 ='i - 30'
1 u ,..
a>4 I I I 3 PAVING; 3000 PSI, #4 @ 12 O.C.• 9 COMPACTED SUBGRADE STABILIZED AS PER �� ?°` WliF�I I' > > > >
iii Y 0 l) j. O f f f r " tA5 L_
w j O F I I xl l x I O '" I I O SOILS REPORT # 16-348 BY COSTAL TESTING HEAVY TRAFFIC W W W W
Sri �6' v1 m o TP22.18 >>s
TP 2.01 j° 40' WIDE 15' RADIUS RETURNS 8" CONCRETE CITY OF LA PORTS w >- >- >- >-
6 F � I 3.29% TP 18.15 ( I I PROPOSED INDUSTRIAL DRIVEWAY; f o U U U U
0 4' ( II I 3B PAVING; 3000 PSI, #4 @ 12 O.C., 9 COMPACTED SUBGRADE STABILIZED AS PER KEY MAP PG: 580-A
18' 10 .T j > 146.3' I 194' 11T
SOILS REPORT # 16-348 BY COSTAL TESTING (HEAVY TRAFFIC) j
0 C „ 1 _ TP 1s.4s ZONING (LI) LIGHT INDUSTRY. W N co
I ��_ „ . .TP 22.09 I �
6•BOL vO > „ x L PROPOSED TRASH DUMPSTER WITH SOLID WOOD FENCE HCAD #024-108-001-0001, 003% 0017
M ( 1•0% I 5 I A O ENCLOSURE PER SECTION 106-752; SIGNAGE REQUIRED (3 TYPICAL) 0034
8 6 ?.i O �� • I , ;a , 024-109-028-0002, 0004, o
O 1 I I I j O PROPOSED & CHAIN LINK FENCE OFFSET INWARD 6" FROM PROPERTY 024-109-029-0006
i o o ( TP 21.59 5 MODIFIED 5 ,
o `" ; w 3 I IG% 2 " �h q O I �a CURB AROUND I I :, LINE; 2 1/2" GAL. METAL POST; 18" TALL 3 STRAND BARB WIRE. TYPE OF DEVELOPMENT: "PROPOSED (1) 14,000 S.F. w
WASH STATION - PRE-ENGINEERED METAL BUILDING AND 2 6 500 S.F.
.95 O ~t • I 0.95% -. J I i 2 - O6 PROPOSED CONCRETE WHEEL STOP. 3' FROM END OF BAY. (14 TYP) ' O ' 7�
- - - \` OVERHANG t` NI ( ' o PRE-ENGINEERED METAL BUILDING HU PAVING." w V
n 00..._...... \ .1 93 LP 00 F•'-I
rc °
I W - o - TP 20.25 ^ ^ > I H r 7 PROPOSED WASH STATION WITH PROPOSED TYPE A INLET DESCRIPTION OF LAND: U Z m
P 21 25 Qt6; 1'P 19 3 I C.O. 6a°=%ov-i o 12ss w) jR5`r n FL 17.1 I N FL 17.59 N ; CONNECTED TO PROPOSED PARKS OIL /SAND INTERCEPTOR BIO�a, °T: ,. j O `° V
1 ? z ( > Ia ' i o; 827 1-32 & 16' alley &Abandoned 13th Street, & 1-16 block 828 , a E- M aC
R5' ) 5 >� TP 20.76 a MODEL # OSCMP - 750 ADDRESS a r: c°u",r o O
1.0% 2 �I W 4 \ I' l E o11
q
�,�r (I I ' 1306 W. F Street LA PORTS HARRIS zO+ (\ U o
T Q 1 REQUIRED VAN PARKING SPACE COMPLYING WITH 502. VAN P"R°NASER/OMER: T 1E COMPANY. O oo
PROPOSED I 1w 3 TP 21.59 2 M 2.796 -a a , `�' 00
S', Lo% �I H s OAKLAND LAND 8 DEVELOPMENT, LLC (�Cq
SANITARY y I 5.6% :, 2% 8 6 Q �1� �� z aae. O $ (P OTECTED o;� ��r ) O PARKING SPACE SHALL BE 9 WIDE, BE MARKED TO DEFINE THE " U , o O0
SEWER M.H. o I I WIDTH AND SHALL HAVE AN ADJACENT ACCESS AISLE. U
zoFLOOD STATEMENT: O o
• a I ( L. , CROSSING j f m
(BY CONTRACTOR, RIBID , E c,„•°" z.51%
INSPECTED BY CITY)II I - TP 22.09 - ��`� I I (' I SUBJECT PROPERTY IS LOCATED IN SHADED ZONE "X" Z Qr) °` g0
TPI18.4$ LANDSCAPE LEGEND N 4 3 °`
I I I AND ZONE AE AS PER COMMUNITY PANEL NO.
8'' 1 100.T 199.6' > 80.7' 60'
6`' SAN. SWR I � 00 o Required landscaping to be located between fence and the R.O.W. O � O w
01 aO rn 3.29% I e ,D M co 48201C0945L DATED DUNE 18, 2007. U t-t tT4 N Q'
TAP TO -EXIST N : lA TP la.l 4 0 1B o 2w5% m I2' Landscaping shall be lri accordance with the visibility triangle requirements
N I N N O N O N . I No irrigation Landscape utilizing drought tolerant and native plants BASE FLOOD ELEVATION IS 15.30 f►`�
30" SAN SWR : ,3 a'+ a c I TP �2.01 o. C5,
vi a ca~ a1 g I� g g p W
w� I rI) o FF 22.18 FL 1 2 N$ TP 20.76 F E
LINE FL 6.00 6 E" E 41.6 AREA B �''0°U PR TECTED 9 a 41 I PROPOSED ORNAMENTAL TREE (OVERHEAD UTILITY)
(BY CONTRACTOR, la;. I > W.L.CROSSIN 2�" �I I 1�• c 1 per 20 Lf. of R.O.W. 400' 14TH ST)NORTH ARROW & DRAWING SCALE
�',> � � 1.7179 AC � c ), ja � y�� p ( x
INSPECTED p I I 3 9 TP 22.09 .9365 CF PI17.7 es AREA C �I I w YAUPON HOLLY TREE ILEX VOMITORIA 20 TYP. 20' O.C.E.W 0 10' 40' 80' ~
BY CITY) J = 0.8560 AC I o ( ) ( ) z •9 9'
2 .93 FL13.vz 6•BOLNRD " $IFEWOIIt Consulting Engineer
$ ' I } w.n Eampe 4.4529 CFS �I• I �o N w
• I; RT LF 90 LF 90 LP FL 15.3 LF WeE N0 13756
13, 6'®1% C.O FL 13.63 6•®1% �O 6•®1% O.O•� ®lYe FL 1 11 w o iy A Wd PROPOSED SHADE TREE. `•..�� "''•'
PROPOSED O.H. C.O. PL13.56 �'"--=o"Fi14.�- awe-svvrt-svR svR-av�' � ava- ( w r 1 INCH = 40 FT. �"2F"T+�'
l x 3.>, > WD I ('1 2 Fz 't,tio�' 1 PER 30 L.F. (266 + 266 + 80 = 612 /30) ��
POWER LINE TO a' In �� c I .y�,.•'' :s
w 3rs' r
BE EXTENDED TO % (`: & E.=� 2O S �' ' O " ° O TEXAS RED OAK TREE (QUERCUS TEXANA) (20 TYP.) 30 O.C.E.W �+
PROPERTY BY i ) (S bIW CTiN1 SCE ( A1n 5 N N N 5 3329Yo aI 1 N REGISTERED ENGINEER: *;
CENTERPOINT. i - - - 1 FF 20.67 FHltii it tiiicErle oxivsoN
I N u1 CJ O q 4' O I~ 3 In PROPOSED 5 GALLON MIN. J
,) 10 SETBACK - 40' SSde Gate - p° TS 20.67 2O 5_Sllae °_."� ( '" g
0 4 TPT8.6�o=, -. 3 gR G. w w H x �.' OLEANDER SHRUBS (NERIUM OLEANDER) (167 TYP.) 3' O.C.E.W. I. PHILLIP E. JOHNSON A LICENSED PROFESSIONAL f�
IN ' lEg �'�5 ii� 'CPP ,+O•ei'•.�! •�:��•`''%
lie a-1-•-___- ate'-TB-1 b:Oor.-__. ° C 20 56.•.Y LN-11.R0 i
-"- - 4 .3' / 0 _ 2 FLS-iL49 ,k\SSI�ENS�F�
BY
N so^ Qo' o°)n(.; oa .�.., . 0 TP 20 06 TOTAL AREA OF PROPOSED SITE
- --- - - to / N3 O? nl ( Nor^C • Oo«� 7ad+1510 CERTIFY ENGINEETHAT THE INFORMATION PRESENIN THE STATE OF TEXAS DO TED ON THIS
{r-� I:
3B 31 TP 1.fi0 9 04,800 SQ. FT. / 4.7 AC
Rls .. - I -OD 1 +� L1f G MINOR SITE PLAN TRUE AND CORRECT TO THE BEST
10, 2 a
171 15' 40' 15' 2$
mEOF ASPk1tcF- % _aC 3 r , ar4O." HLDG PARKING TABLE A 1 I r>'F� 1 �' o6Z /.1�
3 SrI OF MY KNOWLEDGE.
24"RCP I'R20' LIGHT/ >�' , tat- t6 n► ey /' Q
�RUAJW_ 1t , 'I FLN.13.13 f w 266' = P 17. p g ai R2' H 601 S 14TH STREET; )�6
FLS-13.01 : o T HL G
I -1 - - I STC WESTFSTREET(so ao Ro.w) _ _ o LI I I SHELL BUILDING• SEE TITLE BLOCK NOTE #6 NOTES:
®OE OF ASkA'F--L-.._ 4jQ,11 -- TB Z ( D) ZOO -2 I6 V A az -<__._ W .__._ _. _ _ _ ° ,� I 8, 3 P 17. 0 PROPOSED PARKING SPACES = 8 SP (9' X 20') ��� �G t t ��+' 1. THE LOCATION OF THE SANITARY AND WATER LINE HAVE BEEN •�"� GO
__; ---, - , : -c ,.. PROPOSED FIRE HYDRANT - - IM -1°'- T 1 h95
OpOFnai-Iv:2e - �-• ----- --- --- - - IN -_ ` ' _ _ _ - - r ' r "E -- _ f 1 OBTAINED FROM BLOCK MAPS PROVIDED BY THE CITY OF LA PORTE. � ti
-----_---1.,=j ay t WITH-1 fixPRl0kTOTEt . _ _cLt2_�C. 6$0_'- = 11z 1QcL 2s PROPOSED PARKING SPACES - 5 SP (9 x 18)
I") THE SANITARY LINE IS SHOWN AS 30" INCHES AND THE WATER LINE IS
_. _- _ - 0 , :_LI __..1 ' BACK. _ _ IP SPACE = SP (9' X 18') SHOWN AS 8 INCHES AND ARE LOCATED ALONG 14TH & E STREET. x
-6° BEND (MJ) PROPOSED H C VAN 1
-6" GV WITH BOX 36.6' 4 5 90, T 5' 5' 7 TOTAL PROPOSED = 14 SPACES 2. PROPOSED BUILDING, WATER, ELECTRICAL, AND SANITARY SERVICES. E "■
i-FIRE HYDRANT 3. NO PROPOSED METER FOR IRRIGATION SERVICE. SITE PLAN IS 0.
�i• w G XTEND W.L. T FROM TEE r , 205' j'=
i UTILIZING DROUGHT TOLERANT AND NATIVE PLANTS. LANDSCAPE TO BE
Gl r I 0 & 8" PLUG (Mn - 631 S 14TH ST; OFFICE / SHOP: 4 MIN + 1 PER EMPLOYEE MANUAL IRRIGATED UNTIL LANDSCAPING IS ESTABLISHED O O �
y 3 $ L 8 3 PROPOSED PRIVATE FIRE 13TH ST. j I 2012 NAICS CODE: 8113, COMMERCIAL & INDUSTRIAL MACHINERY & EQUIPMENT 4. NO GAS SERVICE PROPOSED. a
S i I HYDRANT AND W.L (ABANDONED) I. 4 MINIMUM PLUS 2 PER 1,000 S.F. OF SHOP AREA S. EXISTING DIRT SPOILS ARE OF HIGH PLASTIC AND ARE NOT SUITABLE > ca
HYDRANT TO BE EQUIPPED i * FOR CONSTRUCTION OR BACKFILL. DIRT SPOILS ARE REMOVED OFF J '^
W/ STORZ FIRE UTILITY NOTES (1,95o s.f./ 1000) 2= 4 + 4 MIN = 8 SP Required PROPERTY BY CONTRACTOR. U) HYDRANT CONNECTION
UTILITY LEGEND 1. NOTIFY PUBLIC WORKS AT 281- 71-9650 48 HOURS PROPOSED PARKING SPACES = 8 SP (9'X 20) 6. UNKNOWN TENANT. 601 14TH STREET IS A SHELL BUILDING. ANY 0 Ax
^ - v - v - PROPOSED WATE IZE AS NOTED PRIOR TO ANY UTILITY CONNE IONS PROPOSED PARKING SPACES = 7 SP (9' X 18') FUTURE TENANT OR CHANGE IN TENANT WOULD REQUIRE A NEW UL
PROPOSED H.C. VAN SPACE = 1 SP (9' X 18'1 ZONING PERMIT. �+