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LA FORTE OUTLOTS
VOL. I FO. 55 H.G,M.R.
UNDEVELOPED AGREA6E
® N05006I0"W 200,00'
CONO DETENTION POND
4OVMALLL 4500 SF +'504 5P (5) 22A06 GF
25,00 FL 2
DRA,NACE
_T 5A . 'A1!1/
r
6' CAM 4g�6
1pry
1/2" IR
2 3 4 5 6 7 8 8 10 11 12 13 14 15: �o
9Xl$ PAR E 16 SPACES
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Q 40 I S�
W I
V ASPHALT
Q PARKING
,
2
OVIV Lo
0 3 I I 2 N
> O I 13
LA CRASS PA110
N 5 -GD
»w ' 4 loli
W 5 X 5 Z
20.00 - 20.00 RVICEIQ_ELECT
010
{ b 7 ASPHALT w OP /2 C 3PH 6
,.,.... PARKING I EN I
b O `....._..._..._
"CMASE TRAP
N m a I 40,00 pp TOP ELEV =12650 009x.........x °SAMPLEb,,, ,.,,.,4�.
......_.. s..., .. I W. G. S. (LLC) WELL
PHONE: 281-470-9000-
1612 UNDERWOOD ROAD
l`II
10 i PROPOSED CMU BUILDING 6"f,0 I �Ro 9
ON CONC SLAB pp�...,,...,
_� t1 3,800 SF
28.60 FIN. FLOOR t0
1.
Cj
G PE 12 60.00
C PRTLE 60, 17G � �j
• 00 ti ,
1"�- O O I �{ p ",!. 'y ' f i " , dam Q i2 0
7 LA
Q
14
....... ........ : 1 `A� 2 Q 3' �4 5 B E7 A
! OIXIS PARKING SPACES1 NC%
�� .»......,,, ..^.( (2) 13>18 HANDEGAP 5>GES
15 t4
O Q to .... APO ` ksi �' \ 15W
t7 Q ASPHALT
PARKING. • 1 Mto
5!E:-
N CREPE 4flpo CREP \ �..
�O l� 292' P MY frM, � •. a'w•y �r.y raw.; 68 i .24' 'PA -_----r;..00-- --V�_�».•,...�r�.".•a'4 �''6 ,pk .3�3
RT�, 25.00 30
15" SAN SEWER J-BOX - - 00101 200.00
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0. W. GHRI5TY
20.00AGRE TRACT
VOL. 10,::i f F . 535
ENOCH BRINSON LEAGUE A 5
NICHOLAS CLOPPER SURVEY A-198 -
DETENTION SUMMARY:
I. AREA SERVICED = 1,141 ACRES
LLJ
2. DETENTION STORAGE RATE (Cs) = 0.45 AG/FT/ACRE
�
3. DETENTION 570RA6E VOLUME REQUIRED = 0S162 ACRE -FT (22,4$4 GU.FTJ
m
NORTH
'P'
4. DETENTION STORAGE VOLUME PROVIDED 0,5162 ACRE -FT (22,506 GU.FTJ
5. MAXIMUM DES16N WATER SURFACE ELEVATION is2A 40
PASADENA
BLVQ
S�E
6. MAXIMUM OUTFLOW RATE ALLOWED = ^ 0.5-135 GFS (A6RICULTURAL}
a
1. MAXIMUM OUTFLOW RATE PROVIDED = .5-135 _GFS (FULLY DEVELOPED)
�
NORTH
,.
H S
5. RESTRIGTOR SIZE = 6 INCHES
W
4. DETENTION POND SHOWN HEREON 15 A PRIVATE FACILITY
Z
AND WILL BE OPERATED AND MAINTAINED BY THE OWNER.
SHADOW
CRE
LANDSCPPF L.E6EN21
20e, ARE FEET
SPENCER
CREPE MYRTLE TREE - 3°GAL
v
i c i n i t v m
aNO
SCALE
3r` 5 6AL. JAPANESE HOLLY (SHRUB)
---
L EC E NrI)
---•
EXISTING
PROPOSED
NORM DRAINAGE NOTES
I. LICENSED PLUMBER OR DRAIN LAYER CONTRACTOR SHALL OBTAIN ALL PERMITS
-`-'-- O� -
CONTOUR
- - -
AND PAY ALL FEES AND PRO RATE COST THAT APPLIES TO HIS WORK BEFORE
��'
SPOT ELEV.
CONSTRUCTION BE61NS. (INCLUDES OPENING IN STREET, BORE AND JACK, TIE TO
x
x
CURB INLET, MANHOLES, ROOF DRAINS OR OUTSIDE DOWNSPOUTS CONNECTION
STORM SEWER
TO DRAINAGE SYSTEM, CATCH BA51N OR OUTSIDE AREA DRAIN, AND 6ROUNO IN
STORM DRAIN PIPE, ETC)
SANITARY SEWER
--
WATER LINE
-
2. ALL NEW FINISHED ELEVATIONS SHOWN ARE TOP OF NEW PAVEMENT OR
o
GLEAN OUT
aG
&UTTER 61RADES UNLESS SHOWN ORE NOTED OTHERWISE.
CURB INLET
3. TH15 STORM DRAINAGE SYSTEM 15 DE516NED FOR 2,0 G.F.S. PER ACRE
®
MANHOLE
Q
BEFORE DETENTION RE5TRICTOR PIPE 15 ADDED.
f(
GATE VALVE
4. ARCHITECTURAL SITE PLANS TO BE USED FOR LOCATING ALL IMPROVEMENTS.
FIRE HYDRANT
•P•P•
POWER POLE
OP•P•
5. ALL UNDERGROUND UTILITIES SHOWN ARE NOT GUARANTEED TO BE COMPLETE
•LP•
LIGHT POLE
OL'P•
OR DEFINITE, BUT WERE OBTAINED FROM THE BEST INFORMATION AVAILABLE.
CATCH BASIN
❑
6. ALL UNDERGROUND UTILITIES SHALL BE VERIFIED IN THE FIELD, PRIOR TO
F/L
FLOW LINE
F/L
CONSTRUCTION; ANY CONFLICTS FOUND DURING VERIFICATION SHALL BE
rs.
TOP OF GRATE
T.G.
REPORTED TO THE ENGINEER IMMEDIATELY.
iNV.
INVERT
INV.
7. GONTRAGTOR SHALL GALL UTILITY COORDINATING COMMITTEE FOR THE
P.F.
FINISH FLOOR
F.F.
HOUSTON METROPOLITAN AREA AT 223-4561, 4e, HOURS PRIOR TO EXCAVATION
T.C.
TOP OF CURB
T.C.
OR CONSTRUCTION.
NAME OF DEVELOPMENT: SAM AND DAVES
TYPE OF DEVELOPMENT: BUILDING ADDITION AND PARKING LOT
OWNERS: W. G. S. (LLG)
BUILDERS: DAVID SGHOOLGRAFT BUILDERS
ZONED: GENERAL COMMERCIAL
JOB ADDRE55: 1612 UNDERWOOD ROAD
AGCORDIN6 TO FLOOD INSURANCE RATE MAP 48201C0940 J
a DATED It&-3¢ THE TRACT HEREBY SURVEYED Lilts WITHIN ZONE
x'i' "X" AND 15 NOT IN THE 100 YEAR FLOOD PLAIN. THIS
STATEMENT 15 BASED ON SCALING THE LOCATION OF SAID SURVEY ON
THE ABOVE REFERENCED MAP AND 15 FOR FLOOD INSURANCE RATES ONLY
AND NOT INTENDED TO IDENTIFY SPECIFIC FLOODIN6 CONDITIONS.
10' SAN SEWER ESMT
HGGF 8E2882}4'1
np .EX1 T 4` B
SUBJECT to the zoning ordlnonces norl In
Porte in the city oP LA PORTE. TEXAS
I, CHARLES E. BATES, AM RE61STEREP UNDER THE LAWS OF THE STATE OF
TEXAS TO PRACTICE THE PROFE55ION OF SURVEYING AND HEREBY CERTIFY
THAT THE ABOVE BITE PLAN 15 TRUE AND CORRECT; AND THAT ALL BEARINGS,
DISTANCES, ANGLE5, CURVE RADII AND CENTRAL ANOLE5 ARE ACCURATELY
THIS 15 TO CERTIFY THAT THE CITY OF LAPORTE, TEXAS HAS APPROVED
THIS SITE: PLAN AND DEVELOPMENT OF SAM T'5 NIGHT CLUB IN
CONFORMANCE: WITH THE ORDINANCES OF THE CITY OF LAPORTE.
LEGEND:
U.E. - Utility Easement
A.E. - Unobstructed Aerial Easement
B.L. • Building Line
W.L.E. - Water -Line Easement
D.E. - Drainage Easement
1.Q - Drainsge Area In Acres
2.5 - Accumulated (GFS)
NOTES
FOR RIGHT-OF-WAY CONSTRl1GTION, SEE DIRMIN6 NO. 4, HAMS COUNTY
ENGINEERING DEPARTMENT, GENERAL NOTES.
8�4.24I iW' C: AN � sewEPQ v -,
12" WATERLINE• - - 1/2" IR p �p 24 FL PRO 5 _ I PROP05ED - - MH 5A FND 5/b" 1R __ -------_..._....._...._.--- _--�..._-----..._- -------._..._..___ ---- "
!r}}rr .-.-. _ _. 0 .__ Y - 25.G0GN DRIVE -.-. _ -.-._-._*._..._.-. 2�GQNG.QSIV€ .__.-.- N - - - - �. _ ,. �. _ .-.-.-.-. _ .-.-. _ -.-.-. _- �.-.-.-.-. ..� .-.-._ _.-. 12 WATER
lop,` 1.28 (SEE DETAIL �'B B BACK LON (SEE r TAIL 46 FL � �+ g
PREVENTER p� xxrg - NIP 5f;,9
I I/2 ` DIA x x now
BB -INLET PROPOSED b" �05ED �EV O 26.44 P OF H r Be -INLET
21.E2 BG a I PROPOSED TIE-IN RESTRIGTOR 1 26 24 BG
=q Fl. j 24.00 (SEE DETAIL) a1 213 F
I `�I 2i32 FL
241 RGP 1 L5T- ZI'I �o2M SEWR 24:GP_ _ _�
24" RGP ExrST. srCs 51�E1`___________________..___--____-_ ____-___ �
1 24 RCP
- -- MR-5TM -
44-9H - _ _ 2T.26 RM � Q RM i 6 ST M
21.60 FL 2175 FL 21.46 FL 21.02 FL
Ap I
- -- - - >E - ----
UNDERWOOD ROAD S `�
{ (1001 R.O.wJ 0 ®® f
I
� ® I
1 R.O.W. LINE
t 0--INLET �. I G-INLET
W 702'
Wi
nr
,
rn
W 1
^ ,
BENCH MARK 0580&
TOP OF IRON ROD SET IN CONCRETE
■ .
5A CORNER OF 'P' STREET AND UNDERWOOD ROAD
ELEV a 28.61
THIS END CONNECTED
TO .I -BOX
eROVi AROUND GROUT AROUND
REST. PIPE REST, PIPE
DRAIN PI
Lt �I $'4, REST. PIPE
REST. PIPE
C71DE1V VIE VIE EW CN VIENNDVIEW
DISCHlA_RgE DRAIN LINE_ WITH RESTRICTOR PIPE
SCALE. NONE
Ian
cur
EAST.
aRs
611fTER LINE
8' gTEEL
r' BOARD EXPANSION
OVERLAP
OR 1r21 NON-EXTRUDINs LINE
PEXISTT..
JOINT
`
PAW
CM
as
J 12-
12
r Twc REitroRceD CONCRETE
iBEE Dr Ar s NO, 4 COh44� _ L HARR,S
•24.
GOJlkT1' ENBINE$LIN� DEPARTMENT, 6EERAL NOTES)
C4"ACT TO 43% STANDARD PROCTOR
TYPICAL DRIVEWAY
SCALE. NONE
SECTION
I' BOARD EXPANSION
OR 1/21 NON-EXMViNB
PREFORMED JOINT
RADIUS 10, MIN.
Is, MAX
BACK OP
EXIST. a/RB
....................................................
PROPOSED SAW GUT
_-GONG. STREET
pl(PICAL DRIVEWAY DETAIL exTeND EXISTINS EXPANSION
SCALE, NONE JOINT FROM STREET INTO
PROPOSED DRIVEWAY.
K
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r.,•
GRApE bo REllB'ORGEMENT '���
4500 PSi coNCRETE
M20 LOADING
PARTIAL SECTION
CATCH BASIN 1 24• x 241 x 300 1
SCALE, NONE
ION
�0UMf f t- 0Od C,0ntTni,-I
THPr)VI`
--f P I 'I
1 11 t5' �b
PREPARED BY:
E.G. MYLONAS
CONSULTING - ENGINEER
734 ARLNGTON HOUSTON, TEXAS 77007
(713) 861 - 1804
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Drawn
ELH
Date
7-10-98
Scale
1" =20'
G.F.No.
NONE
,lob No.
98-490-28
Sheet
A
98- 8232