HomeMy WebLinkAboutLA PORTE CONSIGNMENT SITE PLANPARKING
32 TOTAL SPACES FOR AUTO
CONSIGNMENT SALES
iUTILITY NOTES BENCHMARK
1. NO SEWER CONNECT NEEDED CITY OF LA PORTE RM #1 LA PORTE
2, NO IRRIGATION CONNECTION NEEDED m MUNICIPAL AIRPORT
3. NO DOMESTIC WATER LINE OR BACK FLOW DEVICE NEEDED ELEVATION = 22.27' (NAVD 88, 2001 ADJ) FU
4• NO ELECTRICITY NEEDED
Ijl � C ° A SITE �
C
. p CREeT O z
% E W 'I
PROPOSED DWARF A I HM
TP:228o BOXWOOD SHRUBS CA
sT Z �
(3' SPACING)
- - - - +- = - - - -jHIGH
_ cA WN L LA PORTE C7 =/ h
CL�232 - - - ---_ }CL:2Lo9 - - - Q 4 w �� I °�u w u ERRY
PROPOSED 6' PROPOSED LIVE F'P: a° Z W
WIDE CONCRETE OAK TREES TP91.64 n - -�'
EXISTING
_ SIDEWALK SPENCERAY (2 MIN. CALIPER SIZE) - - - - N usn°p o W W
FIRE HYDRANT RCC UJ(APPROX.160'PROPOSED (100'RCONNECTTO R�E� Y tI'PNVJ1' WEST OF SITE) - - - _ -RAISED SIGN - _ _ _ _ _ _ - _ __ _ _ _ _ _ =11 - - EXISTING___________mT aulls LCURB INLET
25' CONCAETEI (LID 1.45' N
SIGNAL I I FL=16,60 VICINITY MAP 0) g
�210° sox TP?1 MATCH 1.W TP21.10 F 16.45' p
FH t.eO SIQNAL
�o CONCRETE Q BOX N.T.S. KEY MAP PG.. 639Y 0
0.
-_- -_ Twz,.�e 9 EAST NO.2 a EAST
-�-_
r- row
1r +-FND. 3/8' o ASPHALT-• - f'o - - - - -
16" WATER LINE No LR. � N y 17-. ND. 3/8" 21.e 200.00
- - - - - - �.9 ±� I.R.
------ - ---TP:2250' TP:23.00'- TP:2250'- - -- -- P:2 .50' -- - --)-TP'22.50' � --- +�227------------------
1 18' 1 2 2 3 4 5 60 7 8 �19 101 111-1-�
� E24"tRCP 12 WATERLINEASP ALT ASPHALT + ASP ALT I F @ 0.16% EASEMENT
�_ _�����. _ _ �- No Ir 2'GAS LINE ESMT. ( 0
TP:22.00' �N TP:22.00' No P:2 °
PROPOSED LIVE °� �,0 1 ; ;.t p c N�
p p l I I t 6 LF 8" PVC Dgg'
OAK TREES No +No WSEL=23.00 RESTRICTOR .Z• 1
(2" MIN. CALIPER �iZE) a Zs' N ""----- ----- `'
_-_____-----_--_------ 0 o
e - ASPHALT °- ASPHALT
- - - - - - - - INLET #1
(TO BE DROUGHT TOLERANT,
NO IRRIGATION REQUIRED)
PROPERTY OWNER IS RESPONSIBLE
FOR MANUAL IRRIGA11ON OF THE PLANTS
FOR A MINIMUM OF 6 WEEKS OR UNTIL
ESTABLISHED,
Rau l
1 TREE PER EVERY 10 STALLS
32 STALLS/10 = 3.2 TREE3
8 TREES PROVIDED
DRAIN 4GE.CAI_ lKATION5
REOUIR':n
IMPERVIOUS AREA: 0,268 AC
STORAGE COEFFICIENT: 0.45 AC/FT
I VOLUME REQUIRED = 0.121 AC/FT
PROVIDED
IMPERVIOUS AREA:0.268 AC
WATER SURFACE EL: 23.00'
AVERAGE DEPTH: 0.8 FT
VOLUME PROVIDED - 0.214 AC/FT
STORM SEWER NOTES
PROVIDE 6" CEMENT STABILIZED
SAND WRAP AROUND PIPES
CONNECTION TO EXISTING
CURB INLET MUST BE INSTALLED
TO TXDOT STANDARDS
GROUT 8" PVC RESTRICTOR PIPE
INTO OUTFLOW SIDE OF LAST
GRATE INLET BOX
PAVING NOTES
5" CONCRETE ENTRY DRIVE
(3,000 PSI / 28 DAYS)
#4 BARS;AT.:18." OCEW
2" COMPACTED SAND CUSHION
COMPACT SUBGRADE TO 95% DENSITY
ASPHALT PARKING LOT AND DRIVE
PAVING (WITH 6" CONCRETE CURB)
EXP. JOINT AT PROPERTY LINE PER
HARRIS COUNTY STANDARDS
J
i
,
i
f
a07
. �
to co tn
• m W4 0
.. °mac
15 HDPE - 45 LF 15" HDPE �' t-•a m pk eO
1 I @ 0.16/6 65 LF @ 0.16% THIS TFACT IS IN FLOOD ZONE X' AND NOT WITHIN THE 100-YEAR FLOOD
1 ( c I PLAIN ACCORDING TO THE FEMA MAP #48201C0945L, DATED JUNE 18, 2007. W d run w-i I
N i( INLET4 DRAINAGE SWALE c�i 11 w dd ai
1 ( TG=22.00' (SLOPE TO DRAIN) N W a o a
CITY APPR JVING AUTHORITY CERTIFICATE c p.
+ N
1(5920 N a I NQ� I "O�.T 19924 4 �.3 w .l I O I THIS IS TO >,..TIFY THAT THE CITY ;CF LA PORTE, TEXAS HAS APPROVED Z
2 Z THIS SITE PLAN AND THE DEVELOPMENT OF A CONSIGNMENT LOT IN RESERVE 1 �
w 15 STUB RESERVE 2 o I + 1 +N�1 RESERVE 3 CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LA PORTE. W p I �"
ILA BSI FEDERAL CREDIT UNION O W/PLUG
D. & S. MAUK
125-268.000-0001 I (� 1 1 EDDI E 6RAY TRUSTEE
EE0&E' m °o 0
FL=16.95' 125-268-000-0002
GHWAY BY: r-I,&,*j6
U� M
o f + I +22.4 S P E N C E R HS O N DI CTOR, N NIN DEPARTMENT
22.6 1 1 SUg 91 HCMR) W �,, 0 w
+ 22.5 +NG (5552 BY:
22•+ I 1 CITY PILANNOR
W
�) I + 1 I 1 BY: ITY ENGI R •
T F
00 1 +N 3.01 DRAINAGE SWALE
DRAINAGE SWALE 1 "e 1 + Z2•T SITE PLAN ACCURACY CERTIFICATE
(SLOPE TO DRAIN) (SLOPE TO DRAIN) I 1
i, DAMES W. GARTRELL, JR, AM REGISTERED UNDER THE LAWS OF THE
tie
STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND
1 1 +N�e ( f
I HEREBY CERTIFY THAT THE ABOVE SITE PLAN IS TRUE AND CORRECT; AND
Na
20'BUILDINQ LINE THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL
- - - - - -' - - - - - - - - - - - ANGLES ARE ACCURATELY SHOWN.
N e } 16' UTILITY EASEMENT UQ M
- - - - - _ -, -TELE ELEC- - - - - -•-
•-•-•-•-•-•- - FTE
- - - - - - - - - - - - - - - - �e 5'A.E. PIED
--�----------------------------o�------------------------------------------ -- • ��� q�
BOX
O k ,
FND. 3/8 I.R.
r-o. oe oxc oK nc oK oK oK 0
FND. 3/8" LR. S RE , JR . ;'
.�P�i-«.�--t TE STRA 0.22590 �'(RE��,�R'• '
• WOOD FEN
-----------------
WEST 190 46
- - - - - - - - - - - - - - - - - - - - - - - ---
CE a,......... RZ g0'��.' W
'I I 5'A.E.----------------------------------------------------------- :;�Ecis�����
- - - -, O
slo
1 1 1 ( 1 JAN UA , 2015
15 1 ( ( 18 Icp
( SITE P LA1:4 SHEET NO. ® I
1 16 I 17 ( I 9.9 I 20
e776-03 HM J. & V. MADUZIA 1 LA PORTE CONSIGNMENT
"
1 E. & A. LEONPA VON 1 118-776 039 0017 I 118-776-039-0018 1 118-776-039 0019 " _! 118-776-039-0016
1
oNT p 4RK EAST i 1 10924 SPENCER . HWY°
`._,.
1 P
F,41RM ECT41PH.4C LA PORTS TX 77571
I S 1 _ I JOB NO.
o I I o BUILD/ G L o^' TG=21.70' -- ..,
2.00' 1 TP:22. 0' F" 2.00' --T-=} o^ FL=16.68' 1 ...
A}SPHALT ASPHA T,A - 1 ASPHALT 1 0, 20, 1
+ (¢, I 2 1 4 5 14m 9 � 1 11 12 b3 4 1�(y 16 17 1 1� O
�i 2� i1 U ll IJ I (TYP.)
22.4 N TP:22.50 TP:22.50 T :22 5 ' TP'22.50'
e-•- - - _ _ PROPOSED LIVE
OAK TREES
10' (TYP.) yI INLET INLET #2
( (2" MIN. CALIPER SIZE)
TG=21.70' TG=21.7015" HDPE
1 I FL=16,88' FL=16.78' 65 LF @ 0.16% 1 + 1 +No
" 4 1 .8 22.e 3 222 FLOODPLAIN
I 1