HomeMy WebLinkAboutCARL'S JR. SITE PLAN (2)SITE PLAN NOTES
1.
ALL DIMENSIONS ARE TAKEN TO FACE OF CURB OR BUILDING
13. PROVIDE EXPANSION JOINT MATERIAL AT ALL LOCATIONS WHERE
UNLESS OTHERWISE NOTED.
CURB AND GUTTER ABUTS OR IS ADJACENT TO WALLS.
2.
CONTRACTOR SHALL VERIFY DIMENSIONS AND NOTIFY ENGINEER
14. AUTOMATIC UNDERGROUND IRRIGATION SYSTEM MUST BE
OF ANY DISCREPANCIES.
PROVIDED. CONTRACTOR TO PROVIDE SLEEVING FOR
UNDERGROUND IRRIGATION SYSTEM AND COORDINATE WITH
3.
USE DIMENSIONAL INFORMATION GIVEN. DO NOT SCALE
IRRIGATION PLAN.
DRAWINGS.
15. ALL HANDICAP PARKING SPACES SHALL HAVE SIGNS AS
4.
CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND PROTECT
INDICATED ON THE PLANS AND AS PER DETAILS.
ALL EXISTING SITE IMPROVEMENTS AND UTILITIES DURING
CONSTRUCTION OPERATIONS.
16. LIGHT POLES OR SIGN POLES ARE NOT ALLOWED IN PARKING
OR DRIVEWAY PAVEMENT AREAS. COORDINATE LOCATIONS WITH
5.
ALL WALKWAYS LEADING TO ENTRANCES ARE TO BE CENTERED
LANDSCAPE PLAN.
ON DOORWAYS UNLESS OTHERWISE NOTED.
17. CONTRACTOR TO PROVIDE CONDUITS FOR SITE LIGHTING.
6.
AT LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW
PAVEMENT, CONTRACTOR SHALL BLEND NEW PAVEMENT TO
18. PIERS FOR LIGHT POLES SHALL NOT BE ABOVE CURB.
EXISTING CONDITIONS. PAVEMENTS SHALL ALIGN BOTH
VERTICALLY AND HORIZONTALLY. PONDING AT JOINTS WILL NOT
19. ALL LIGHT POLES WILL BE A MINIMUM THREE (3) FEET BEHIND
BE ACCEPTABLE.
ANY CURB.
7.
PROVIDE MINIMUM 1/8" PER FOOT CROSS SLOPE IN DIRECTION
20. CONTRACTOR MUST OBTAIN, READ, AND COMPLY WITH ALL
OF SURFACE DRAINAGE ON ALL WALKWAYS.
GEOTECHNICAL RECOMMENDATIONS CONTAINED IN THE
GEOTECHNICAL REPORT PREPARED BY: TERRACON.
8.
WHERE NEW CONCRETE PAVEMENT MEETS EXISTING CONCRETE
OR VERTICAL SURFACES PROVIDE 1/2" EXPANSION JOINT.
21. ALL CURB AND GUTTER LOCATED AT ACCESSIBLE PARKING
WHERE NEW CONCRETE PAVEMENT MEETS EXISTING ASPHALT,
SPACES SHALL BE SPILL ONLY.
SAW CUT EDGE OF ASPHALT AND BUTT NEW PAVEMENT TIGHT.
SCORING JOINTS SHALL MATCH EXISTING CONDITION WHERE NEW
22. ALL LIGHTING IN THE PARKING LOT SHALL BE HOODED AND
CONCRETE PAVEMENT REPLACES EXISTING OR. ABUTS EXISTING
SHALL NOT BE VISIBLE FROM THE NEIGHBORING RESIDENCES IN
CONCRETE PAVEMENT.
COMPLIANCE WITH SECTION 106-521(c).
9.
FINISH ON CONCRETE SHALL BE PERPENDICULAR TO TRAFFIC
23. SEPARATE IRRIGATION AND SIGN PERMITS ARE REQUIRED FROM
FLOW.
THE CITY.
10.
WHERE NEW ASPHALT PAVEMENT MEETS EXISTING ASPHALT,
24. GENERAL CONTRACTOR IS RESPONSIBLE FOR MAKING SEWER
SAW CUT EXISTING ASPHALT. ALL NEW PAVEMENTS SHALL
TAP INTO EXISTING SS MANHOLE. CALL PUBLIC WORKS AT (281)
MEET EXISTING FLUSH.
471-9650 FOR INSPECTION.
11.
PARKING LOT LINES AND TRAFFIC CONTROL MARKINGS SHALL
25. OWNER/DEVOLOPER SHALL BE RESPONSIBLE FOR THE
BE PAINTED ON PAVEMENT WITH MINIMUM 4" WIDE LINES OR AS
MAINTENANCE OF THE DRAINAGE DITCH AT THE REAR OF THE
SHOWN ON PLANS.
PROPERTY.
12.
ALL COMPACT SPACES AND AISLES SHALL BE SIGNED OR
26. DRAINAGE, DETENTION, AND DRAINAGEWAY MAINTENANCE SHALL
MARKED "SMALL CAR ONLY".
BE THE RESPONSIBILITY OF THE OWNER/DEVELOPER.
SITE DATA
TOTAL SITE AREA
35,000 S.F.
0.80 A.C.
TOTAL GROSS S.F.
2,911 S.F.
PROPOSED USE
RESTAURANT
STORIES
1
HEIGHT
28.00'
FIRE SPRINKLER PROTECTED
NO
FINISHED FLOOR
24.75
ZONING
GC
TOTAL IMPERVIOUS COVER
22,197 S.F.
0.51 A.C.
PERCENT OF TOTAL SITE
IMPERVIOUS COVER
63.4 %
PARKING TABLE
USE
REQUIRED III
PROVIDED
STANDARD
I HANDICAP
TOTAL
RESTAURANT - 10 SPACES PER 1000 SQFT - 2,911 SQFT
29 11
33
1 2
35
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Bethany
Grandvie Cemetery
Memorial
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NTS
FLOOD STATEMENT
O THIS TRACT IS IN FLOOD ZONE X AND NOT WITHIN THE 100-YEAR FLOOD PLAIN ACCORDING
TO THE FEMA MAP #48201CO940L, DATED JUNE 18, 2007.
Q CITY APPROVING AUTHORITY CERTIFICATE
F_ THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN
OI AND DEVELOPMENT OF CARL'S JR. IN CONFORMANCE T 6,QRDINANCES OF THE CITY OF
H LA PORTE.
1n BY:
----
D ECTOR, LANNI IrEPARTMENT
SITE PLAN ACCURACY CERTIFICATE
1, BRYAN ERIC MOORE, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO
111 U PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT ABOVE PLAT IS
TRUE AND CORRECT; AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND
Y CENTRAL ANGLES ARE ACCURATELY SHOWN OF THE P T.
w BIRYAERIC MOORE N
0 TE S REGISTRATION NO. 98920
L..I
~ ATTENTION
THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE EXISTENCE OR LOCATION OF ANY SURFACE OR
o SUBSURFACE STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL AGENCIES AND/OR
I OWNERS TO VERIFY THIS INFORMATION. CONTRACTOR SHALL CONTACT THE TEXAS EXCAVATION SAFETY
LO SYSTEM (DIG TESS) AT (800/344-8377) AT LEAST TWO FULL WORKING DAYS BEFORE COMMENCING ANY
SUBSURFACE WORK OR ANY OTHER WORK THAT WOULD AFFECT UTILITIES.
Y ALL CONSTRUCTION MATERIALS AND TECHNIQUES SHALL CONFORM TO CURRENT CITY OF LA PORTE
STANDARD SPECIFICATIONS.
O
�onsoz Li h-iC, Copyright @ 2011,
NO PART OF THIS SITE PLAN MAY BE REPRODUCED OR
E DISTRIBUTED IN ANY FORM OR BY ANY MEANS, OR STORED IN
A DATA BASE OR RETRIEVAL SYSTEM, WITHOUT THE PRIOR
WRITTEN PERMISSION OF CONSORT, INC.
RESTAURANT
ZONING
GC - GENERAL COMMERCIAL
PROPERTY DESCRIPTION
0.80 ACRES OUT OF THE WILLIAM M. JONES SURVEY
A-482, HARRIS COUNTY, TEXAS (SUBDIVISION IN PROCESS
CONCURRENTLY - SPENCER AT CANADA RESERVE)
OWNER
STERLING SQUARE CO.
9798 BELLAIRE BLVD. STE. C
HOUSTON. TX 77036
512-469-0500
DEVELOPER
BURGER BARONS, INC.
MARK VON WAADEN
(512) 401-6550
BUILDING DESIGN STANDARDS
100% MASONRY/GLASS PRODUCTS REQUIRED ALONG MAJOR
THOROUGHFARES.
PARKING
STANDARD SIZE IS 9'x18' FOR REGULAR AND 14'x2O' FOR
ACCESSIBLE. MANEUVERING ISLE WIDTH FOR 90 DEGREE
PARKING IS MIN. 25'. MANEUVERING ISLE WIDTH FOR 60
DEGREE PARKING IS MIN. 18'.
GREASE TRAP
A MINIMUM OF 6" CLEAN OUT AND SAMPLE WELL ARE
REQUIRED NEAR THE BUILDING.
BUILDING TYPE
VB (2009 IBC)
PLANT LIST
BOTANICAL NAME
COMMON NAME
SYMBOL QUANTITY S17F RFMARKC
5
QUERCUS MUHLENBERGII
CHINQUAPIN OAK
SINGLE TRUNK; DARK GREEN;
MATCHED; CONTAINER- FULL CROWN;
HEALTHY; PLANT AS §HOWN
30" GALLON; 2' CAL MIN.
8'-10' HT., 4'-5' SPREAD MIN.
BRANCHES TO BE MAINTAINED SO
THAT A CLEAR AREA OF VISIBILITY
BETWEEN THREE AND SIX FEET
MEASURED VERTICALLY FROM
ADJACENT PREVAIING GRADE IS
MAINTAINED.
QUERCUS SHUMARDII
SINGLE TRUNK; DARK GREEN;
RED OAK
MATCHED; CONTAINER;
oSHUMARD
°
5
30" GALLON; 2' CAL MIN.
FULL CROWN; HEALTHY;
8'-10' HT., 4'-5' SPREAD MIN.
PLANT AS SHOWN
QUERCUS VIRGINIANA
SINGLE TRUNK; DARK GREEN;
LIVE OAK
MATCHED; CONTAINER;
O
3
30- GALLON; 2' CAL MIN.
FULL- CROWN; HEALTHY;
8'-10' HT., 4'-5' SPREAD MIN.
PLANT AS SHOWN
ULMUS CRASSIFOLIA
SINGLE TRUNK, DARK GREEN;
CEDAR ELM
MATCHED; CONTAINER;
8
30" GALLON; 2" CAL MIN.
FULL CROWN; HEALTHY;
8'-10' HT., 4'-5' SPREAD MIN.
PLANT AS SHOWN
34
TELLUM FRUTESCENS
TEXASSASAGE
FULL; HEALTHY; BRIGHT GREEN;
PLANT AS SHOWN
5 GAL
LF
2e HT., 24" SPREAD (MIN)
MICA CERIFERA
76
DWARF WAX MYRTLE
FULL; HEALTHY; DARK GREEN;
5 GAL
PLANT 3' O.C.
MC
24" HT., 29 SPREAD (MIN)
RICA CERIFERA .
o
26
SO
SOUTHERN WAX MYRTLE
FULL; HEALTHY; DARK GREEN;
5 GAL
PLANT 3' O.C.
MY
24" HT., 24' SPREAD (MIN)
EUONYMOUS JAPONINCA 'SILVER KING'
SILVER KING EUONYMOUS
FULL, HEALTHY; DARK GREEN;
64
5 GAL
PLANT 3' O.C.
EJ
18' HT., 18' SPREAD (MIN)
EUONYMOUS JAPONINCA 'MICRO'
0
DWARF EUONYMOUS
FULL; HEALTHY; DARK GREEN;
12
5 GAL
PLANT AS SHOWN
EM
12- HT., 12- SPREAD (MIN)
41
a
21.29
21.35
21.44 I
I
9.
SPENCER HIGHWAY
(900' RIGHT-OF-WAY) 20
7.
17. 16. f1
31.®��
■ ■ ■ ■ Sonoma _
1PN N E NCORA S M ■ ■ • �■ • • _ - -� 24 RCP - - - -c
PP
EXIST 12" WATERLINE _- O'
- BERMUD
21.14
HESPERALOE PARVIFLORA
0
RED YUCCA
FULL; HEALTHY; DARK GREEN;
49
5 GAL.
PLANT AS SHOWN
HP
18- HT., 18" SPREAD (MIN)
NANDINA DOMESTICA 'NANA'
DWARF PURPLE NANDINA
FULL; HEALTHY, DARK GREEN;
21
5 GAL.
PLANT AS SHOWN
ND
12' HT., 12" SPREAD (MIN)
LIRIOPE MUSCARI
17
URIOPE
FULL; HEALTHY; DARK GREEN;
1 GAL-
PLANT AS SHOWN
LM
8" HT., 8' SPREAD (MIN)
PITTOSPORUM TOBIRA 'WHEELERS DWARF'
12
WHEELER DWARF TOBIRA
FULL; HEALTHY, DARK GREEN;
5 GAL
PLANT AS SHOWN
PT
12' HT., 12' SPREAD (MIN)
+ + +
+ + +
+++++++
*
LANTANA MONTEVIDENSIS
TRAILING LANTANA
FULL; HEALTHY; DARK GREEN;
232
PLANT 6' O.C., TRIANGULAR
+ +
1 GAL
SPACING
LA
8- HT., 8- SPREAD (MIN)
CYNODON DACTYLON
REFER TO NOTES SHEET FOR
BERMUDA
*
BERMUDA HYDROMULCH
APPLICATION SPECIFICATIONS.
SOLID SOD AS INDICATED AND
GRASS
&SOLID SOD
ON SLOPES 3:1 OR GREATER
120 S.F.
BROWN LANDSCAPE GAVEL
AVAILABLE FROM: CUSTOM STONE SUPPLY
SUPPLY (713 937-3966
5/8--1 1/2-
'HILL COUNTRY FLAGSTONE
AVAILABLE FROM: CUSTOM STONE SUPPLY
324 S.F.
1"-1 1/2' THICKNESS, 12'-•18' WIDTH
SUPPLY (281) 937-3966
MOSS BOULDER
AVAILABLE FROM: CUSTOM STONE SUPPLY
MIN. BOULDER SIZE 24" WIDE, 12" HT., 38' LONG.
SUPPLY (281) 937-3966
4`
8
LARGE BOULDER SIZE 36*-48' WIDE, 24"-36" HT., 48" LONG.
BOULDERS SHALL BE APPROVED BY DESIGN
LANDSCAPE ARCHITECT 13EFORE INSTALLATION
I..
(CAL 512-469-0500).
�
T W O
APPROXIMATE NUMBER ONLY. CONTRACTOR TO FIELD VERIFY EXACT QUANTITIES WITH LANDSCAPE ARCHITECT.
�e
e
30
52 27 R15.00' -
47 52
25.00' 27
MO F-MA
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a 1 0' , !�, .�b �+�.:"��.�. � �.\.'�'\i,, ��1► �..7,
upsud
1 PT
2 0' DG SETBACK
EX NT OF 1-LM
- . - i ►�
® ",/
PLA (9
1i�:111
BERMUDA
HYDROMULCH
=I
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REMAINDER OF
1.
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r*,
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BERMUDA
Is
1
owl----
C �1 • 1 •1 ,l 0' j' �"�i,�
I PROPOSED RESTAURANT
a I►•vN21.46
BERMUDA 2,911 SF
o
SOLID SOD FFE. 24.75
25
®
OWN
• : ' - • ,,�I'I,-�� `,,,ail`
gyp.
►► r fit, . '� ._,►?.�k
40
LINE
► ��1 � ,-� _ .,�� u - - � �r .• T T�.1i �- ~ V�T�iiT�}.�''�O i1 � TT T �, �, � T .. � i �. �.,,�
BLDG '«�� - 0�O_00�0.00,►:��_ - [O_O_O�O_O ..O-O_�C_O_0-�.
® 36
+;
-Tw
�►
1 , • �.
:•- • / i#PEI soP
-���� • CH EXTENT OF
33 PLANTING 1 • •BERMUDA_I •
•CH
STRIP ACRE
CALLED:•;
RECORDING.LIMITED
DATEDNE 18,
...
seo•®•: A_
•
tic• °vsd•�=a
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e�
DW
(� EXISTING 10' WATERLINE EASEMENT, CITY OF LA PORTE, H.C.C.F. NO. N175423 W/
EXISTING 12" WATERLINE.
O EXISTING 10'x50' SW BELL TELEPHONE COMPANY EASEMENT H.C.C.F. NO. E079902
OINSTALL ASPHALT PAVING IN PARKING AREAS AND DRIVE AISLES
O EXISTING CONCRETE SIDEWALK
O INSTALL CURB AND GUTTER (TYP.)
6O INSTALL WHEEL STOPS (TYP.)
t� EXISTING FIRE HYDRANT
O INSTALL PAINTED ARROW (TYP.)
OEXISTING 24" RCP STORM INLET
10. PROPOSED DUMPSTERS AND ENCLOSURE REF. ARCH. PLANS
11. PROP. RESTROOM SEWER LINE TIES INTO PROPOSED SEWER LINE AFTER GREASE TRAP
12. CONNECT PROPOSED 6" PVC WASTEWATER LINE TO EXISTING SANITARY SEWER MANHOLE,
IE = 17.58
13. EXISTING 8" SANITARY SEWER LINE
14. EXISTING 8" WATER LINE
15. PAINTED PARKING STRIPE (TYP.)
16. EXISTING 24" RCP STORM LINE
17. EXISTING OVERHEAD POWERLINE (TYP.)
18. INSTALL 1,500 GALLON GREASE INTERCEPTOR.
19. PROPOSED NATURAL GAS METER BY LOCAL UTILITY
20 INSTALL 14" WATER METER AND FEBCO RPZ BACKFLOW PREVENTER
21. INSTALL 2" DOMESTIC WATER LINE
22 INSTALL 6" SANITARY SEWER ® 1% MINIMUM
23. PROPOSED 4" ROOF DRAIN LOCATION. ROUTE PRIMARY BELOW GRADE THRU CURB
24 CONNECT TO EXIST 12" WATER MAIN WITH 12"x2" SERVICE CONNECTION TAP AND VALVE
25 2 DOMESTIC WATER TO BUILDING. REF MEP FOR CONTINUATION
26 6" WASTEWATER STUB, IE = 20.75 REF MEP FOR CONTINUATION
27 INSTALL 4" CONCRETE SIDEWALK
28 BUILDING OVERHANG (TYP.)
29 INSTALL CURB RAMP
30 REMOVE EXISTING .CONCRETE CURB AND GUTTER AND CONSTRUCT 25' DRIVEWAY WITH
CONCRETE APRON IN ROW
31. REMOVE EXISTING CONCRETE DRIVEWAY, CURB AND CONSTRUCT 35' DRIVEWAY WITH
CONCRETE APRON IN ROW
32 INSTALL SANITARY SEWER CLEANOUT FLUSH w/GRADE (TYP)
33 INSTALL 12" STORM OUTLET W/ CONCRETE END TREATMENT FL=19.85'
34. INSTALL 12" RCP STORM LINE ® 1.00%
35 INSTALL CONCRETE RIBBON CURB
36 INSTALL LAY DOWN CURB TO MEET RIBBON CURB
37 INSTALL CONCRETE DRAINAGE FLUME
38. NOT USED
39. INSTALL 24"x24" CATCH BASIN TG=22.20' FL=20.20'
40. REMOVE EXIST CONC. SIDEWALK, CURB AND GUTTER, AND CONSTRUCT 25' DRIVEWAY
PER TO CITY OF LA PORTE STANDARDS.
41. PROPOSED 2" GAS SERVICE. INSTALL 4" SLEEVE 2' BELOW GRADE UNDER DRIVE
THROUGH LANE AND PARKING AREA
42. INSTALL ELECTRIC SERVICE
43. INSTALL ELECTRIC METER
44. INSTALL ACCESSIBLE PARKING SIGNAGE (TYP)
45. INSTALL LANDSCAPE BOULDERS (TYP.) TO APPEAR RANDOM WITHOUT PATTERN AND SET
IN SOIL.
46. REMOVE EXISTING CONC SIDEWALK AND INSTALL 5' SIDEWALK
47. INSTALL 1" IRRIGATION METER AND FEBCO RPZ BACKFLOW PREVENTER.
48 PROPOSED DIRECTIONAL SIGN REF. ARCH. PLANS
49. PROPOSED MONUMENT SIGN REF. ARCH. PLANS
50. PROPOSED DRIVE-THRU MENU BOARD REF. ARCH PLANS
51.INSTALL GREASE TRAP SAMPLE WELL
52. PROPOSED PARKING AREA LIGHT POLE, SINGLE
53. PROPOSED PARKING AREA LIGHT POLE, 90' DOUBLE
54. PROPOSED WHITE PAINTED CROSS WALK
Q5 INSTALL ROLL DOWN CURB
56. INSTALL 18" FLAGSTONE BAND (TYP.)
57.INSTALL LANDSCAPE GRAVEL
LEGEND
PROPOSED CONCRETE WALK
®0
PRIVATE COMMON OPEN SPACE
0
PROPOSED CONCRETE PAVING
TC
TOP OF CURB
PROPOSED ASPHALT PAVING
BC
BOTTOM OF CURB
100
PROPOSED CONTOUR
HP
HIGH POINT
MORTAR STACK ROCK WALL
GRD
GROUND
�m
-� f-
RETAINING WALL
"X" HT. WOOD FENCE
FL
FLOW LINE
_ - -
WATER LINE
TG
TOP OF GRATE
- - -
WASTE WATER LINE
TW
TOP OF WALL
STORM SEWER LINE
PVMT
PAVEMENT
-0/U-
OVERHEAD UTILITIES
MH
MANHOLE
DOWN GUY
CO
CLEANOUT
-U/U-
UNDERGROUND UTILITIES
REF. DET.
REFER DETAIL
G
GAS LINE
REF. ARCH.
REFER ARCHITECTURAL PLANS
TYP.
TYPICAL
,t0
EXISTING TREE
CONC.
CONCRETE
TO REMAIN
EXIST.
EXISTING
N90'00'00"E
SURVEY DATA
�� #100\
EXISTING TREE
(N90'00'00"E)
RECORD DATA
+
TO BE REMOVED
BM
BENCHMARK
TBM
TEMPORARY BENCHMARK
'
SILT FENCE
■
SURVEY MONUMENT
-+-H-H-1 -
FILTER DIKE
•
IRON ROD FOUND-
TREE PROTECTION FENCE
O
IRON ROD SET
EXIST. SIGN
O
COTTON GIN BOLT
EXIST. LIGHT POLE
COTTON SPINDLE W/SHINER SET
IDS
WELL LOCATION
- • • -
PROPERTY LINE
DOWNSPOUTS
•
---
LIMITS OF CONSTRUCTION+
HAND RAILS
100.00
EXISTING SPOT ELEVATION
n
TRAFFIC GUARD RAIL
100.00
PROPOSED SPOT ELEVATION
FIRE DESIGNATION
--- Too ---
EXISTING CONTOUR
•
SI
ACCESSIBL BLE ROUTE
OF
:
T.
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........................
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ERIC MOORE
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JOB NO.: 1451-001
DRAWN BY:
SCALE: 1 "=20'
DATE: 06/27/11
FILE: 01-SITE_UT_LA
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FLOOD STATEMENT
THIS TRACT IS IN FLOOD ZONE X AND NOT WITHIN THE 100-YEAR FLOOD PLAIN ACCORDING
TO THE FEMA MAP #48201CO940L, DATED JUNE 18, 2007.
CITY APPROVING AUTHORITY CERTIFICATE
THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE PLAN
AND DEVELOPMENT OF CARL'S JR. IN CONFORMANCE WITH THE ORDINANCES OF THE CITY OF
LA PORTE.
BY:
DIRECTOR, PLANNING DEPARTMENT
SITE PLAN ACCURACY CERTIFICATE
I, BRYAN ERIC MOORE, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO
PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT ABOVE PLAT IS
TRUE AND CORRECT; AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND
CENTRAL ANGLES ARE ACCURATELY SHOWN OF THE P T.
ERIC MOORE N
'PIS
S REGISTRATION N0. 98920
ATTENTION
THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE EXISTENCE OR LOCATION OF ANY SURFACE OR
SUBSURFACE STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL AGENCIES AND/OR
OWNERS TO VERIFY THIS INFORMATION. CONTRACTOR SHALL CONTACT THE TEXAS EXCAVATION SAFETY
SYSTEM (DIG TESS) AT (800/344-8377) AT LEAST TWO FULL WORKING DAYS BEFORE COMMENCING ANY
SUBSURFACE WORK OR ANY OTHER WORK THAT WOULD AFFECT UTILITIES.
ALL CONSTRUCTION MATERIALS AND TECHNIQUES SHALL CONFORM TO CURRENT CITY OF LA PORTE
STANDARD SPECIFICATIONS.
2�1'��Comoit 111 Copyright C 2011,
c 0
NO PART OF THIS SITE PLAN MAY BE REPRODUCED OR
DISTRIBUTED IN ANY FORM OR BY ANY MEANS, OR STORED IN
A DATA BASE OR RETRIEVAL SYSTEM, WITHOUT THE PRIOR
WRITTEN PERMISSION OF CONSORT, INC.
MDROLOC.'[C ST-TA] bIA_RY TABLE
Proposed Conditions:
;nb:ue:>I
Atea
Tc*
i5
i25
i100
C
QS
Q25
Q100
Asphalt
"o
Bttildut
°'o
concrete
°0
1h•ass °o
Total
°o
Number
(acres)
(»iiu)
(in hr)
(itt/hr)
(nt/hr)
(cfs)
(cfs)
(cfs)
Pi
0.80
5,00
7.16
9.05
10.65
0.71
4.,07
5.15
6.06
0.51
63.751k0
0.07
8.75%
0.01
1.2500
0.21 26.2500
0.80
100,00%
R-kDROLOQC S ]LA011GLA Y TABLE
Existing Conditions:
Snbuea
Area
Tc*
i5
i25
i100
C
QS
Q2�
Q100
Asphalt
°fo
Bttilclnl
°o
Concrete
°o
Crass °o
Total
°o
Ntunber
(acres)
(min)
fs)
(cfs)
(cLs)
kl
0,80
5.00
716
9,05
10,65
0.85
4.84
6.12
7.20
0,74
92.250,0
0.00
0.00°0
0.00
0,00°'0
0,06 7.750/0
0.80
100.00°0
21
BC 20.64 TC:21.34
(100' RIGHT-OF-WAY) 20•s1 CH - o.s7 21.12 21 16 '" 21.28 EXISTING c:2o.so
21.00
-- H TC:21.27 25 TC:91..17 `•! TC:21.36 TC::
x21'11 EXISTING EXISTING 21.08 �__ -- -> -
20.90 20.71 TC:20.
EXISTING TC:20.81 c:zo.7o:
:20.83 •:G�20.31 2 (:Z)0 = x 21 42 -- :•' (�d'�7 T 0 :21.49
x 21.90
:20.56 TC:20.81-
E G:20.81 TC:21.27 •
. r.
}}r...
TC:21.47 CON x \ 9 - - - 1.66 TC.21
21 _ 110 .: »• :.ti x 2 4s� �-�f! r. TC:22.29
• �` ' 2. q TC•2 65
G .L2 �\
• . 21 . , .: • ��?t _ 21.20 21.22
xTC:21. t e� .i� r: ryas l..y y,'A7i�1�1• i �r%;v :. .� ? - - - _ _ - 23 - - - - -
\ '7 0► ice.. i` �Yti.:?r .,4 r. •� • ' ......�"e�'• 88
x 23.39 23 22.24 , 21.88 C:21.70 TC:21.89 Z4'q
\ 23.41 I 22 24 22.24.
TC:22.37
25
7 x - .00 _ t '." --- \ \ ■ ____ _____ 24 : ••._:' 21 ss � c:21.79
(V
� � ____ ______ -- - -�•�' 25 23 22.021 JN
U
22
TC 24.91 22.1 ' �,*•_..
/ 23.s ®� BC 24.41 TC 25.09 o C-25 2 - - - - 04
:. o
24N
x23.39 / ® / BC 24.59 I:.
� BC 24.75 22.2s ".'''; . � •�
TC 24.731
TC 25.05 22.60
x 23.96 HP 24.50 HP 24.54 x 23.57 /
® TC i94.81 TC 24.65 BC 24.55 22.50 x 21.71 � rT x 22.92
■ TC , 25.00 M N W :� Ix
- - BC 24.31 \ BC 24.15 TC 25.05 N :.;, .; f •':. R .:,'.• w o, N W
x 23.64 / - \ , TC 24.5 BC 24.50 BC 24.55 / '•.:.a iT O
TC 24.50
1 , r - - - N BC 24.00 TC 24.30 24.15 24.35
`i' x 24.12 24.25 ■ • BC 23.90 BC 23.80 TC 24.40 BC 24.00 TC 24.40 /
1 ■
24.32 x23.77 \ BC 23.90 TC 24.45
� o BC 23.90 [BE
p�.51 'Q Q
TC 24.45 BC 23.95 24.21
23.93 x 4UJ
.01 :'
N • i
I a 2g BC 23.95 24.06
■ ` 2 .6d
24.10 2g I ::•... I V =
TC 24.27
24.00 x BC 23.77
_ T 24:37 467:. -: 23. 0 I �--
1 TC 24.40 - -�' 24.03
\,23.96 3 $7 24.17 �,
/ BC 23.90
-,.00 / REMAINDER OF N
�. _� to
IBC
\ 24.30 i:.
\ \ / WILLIAM M. JONES SURVEY A-482 24.60 i' 2 5s \ a N N N
1.077 ACRES 24.50 \ �: 2 t s :-' :� ,
24.26 24.40 t 2 z x • ': • 21.46 x 22.92
PROPOSED RESTAURANT ;'i. TS 24.65 22. 3 I:
x24.13\ \
..:I.
2,911 SF :t . BS 24.07 TC 24.45 a3 / ;.:•'.'
x 24.30 FIFE. = 24.75 t;. BC 23.95 00
7 TC 23.99 �_ I
x 24.91 TC 24.7 23.4 \ 16" PECA a
o \ 2t.8s ::•:
BC 24.25 �- � \ 4.23 . T 4.60 N M � ; :•,e..:
2p.
24.70 I .'.P: TC 23.93
24.60 ■ TC 24.20 24.10
■ 24.25 TC 23.68 - ` BC 23.43 \ 2a2 I
• _ _ BC 23.18 BC 23.70 24.50 p 21.sr�
TC 23.90 21 7" STEPS I ";'......
TC 0
21.6
BC 23.60 � 2 .5 •.:
■ 25.00 - _ _ _ I .:.:_'
Q 23.70 \ / 25.5s 24- TC 2428 �XATCH
ISTING
' \ \ / x SC 25. 0 BC 23.78
TC 23.63 * \ 22.73 N ^ MAT H
- - - - C 23.80 ■ TC 23.40 xi' �� x 22.77
2/ . 5 ;..�'X ,:..: < EXI ING ��
9794 .1 ;;2 0
BC 23.30 ■ x 25.57 BC 22.90 x 25.5 � N
/ ■ 23 TC 23.40 / TC 23,65:: ; 22.1
x 25.17 / BC 23.15
TC 23.60
BC 23.10 ■ 23.10 i TC 24.00
x 24.87 ■ TC 23.16 TC 23.50 TC 23.16 / p H P BC 23.50 22.5 22.4 ?'•
` ` -' - ■ BC 22.66 BC 23.00 22.33 `' N 21.05
- - 25.00 , x 25.14 TC 23.50 ■ N - \ \ BC 22.66 I `:{:
\ BC 23.00 ■ �' / ; .: :, :f .: _ 1 / 22.23
(-� ( \ 1 • " • :. '•': ; _. TC 23.98 22.02 ;`'4 • ' `s
\ \ ^ \ TC 23.72 I ��t. / t•��':20.94 C 21.60
\ ����- _ -� HP BC 23.48 1 M r ',�,
\ \ BC 23.22 ■ \ TG 22.20 C 21.10 „
\ \ ■ 1 _ I 23 FL 20.20
\ \ ■ - - --- 24 _ -. . -- - -23.44 2.4 'N co 21.00
\ - 24 8
f - 9
_ 16' UTILITY EASEMEN
25.15 C-2310 01 VK - --- - - - -
__ ------ - --- �x 25 Ni°td 3R - - - -
-
`T= ��- - - 24�2s
4
- - _------- -- - -x 24.51 x 24.79 ■ - - = 2477- c° !:
19.50 x
x 24.30 - 24.29 x 1 FL 19.85 21
# 2TC 21.25
4.1 t X 20.21 r� .31 I I
N 86-56-03" E 229.1 T x 2o.1s x2t.2o
BC 20.87
x 20.34 h - -.- N, >' MATCH I
x 20.54
�� __.-..----- CALLED: TRACT 1 - 38.3939 ACRES 21 41 a: EXISTING
- IMITED - -- : __ , ,
x 20.59
_-_-
21.21 -----
20.86 - --- x21.0- MATCH
21.04 _ MATCH EXISTING
_ ---- X2t_224--- EXISTING
SPEN2 20.73
CER HIGHWAY TC 21.20 20 98 -
-------- X-'- 20 99 21 20
OWNER: PECAN PLANTATION L
cm RECORDING.DATED: UNE 18NO.
g07178
I�
N
NOTES
1� CONTRACTOR TO ADD 4" DRAINAGE HOLES ALONG BOTTOM
OF WALL 36" APART. FL = 23.00.
DRAINAGE LEGEND
BASIN BOUNDARY
DIRECTION OF
FLOW y
DRAINAGE AREA
LEGEND
PROPOSED CONCRETE WALK
®0
PRIVATE COMMON OPEN SPACE
PROPOSED CONCRETE PAVING
TC
TOP OF CURB
PROPOSED ASPHALT PAVING
BC
BOTTOM OF CURB
100
PROPOSED CONTOUR
HP
HIGH POINT
MORTAR STACK ROCK WALL
GRD
GROUND
�®
RETAINING WALL
"X' HT. WOOD FENCE
FL
FLOW LINE
-
WATER LINE
TG
TOP OF GRATE
- - -
WASTE WATER LINE
TW
TPVMT W
TOP OF WALL
STORM SEWER UNE
PAVEMENT
-0/U-
OVERHEAD UTILITIES
MH
MANHOLE
DOWN GUY
CO
CLEANOUT
-U/U-
UNDERGROUND UTILITIES
REF. DET.
REFER DETAIL
G
GAS LINE
REF. ARCH.
REFER ARCHITECTURAL PLANS
TYP.
TYPICAL
+70
EXISTING TREE
CONC.
CONCRETE
TO REMAIN
EXIST.
EXISTING
N90`OO'00"E
SURVEY DATA
�� #10ON
EXISTING TREE
(N90'00'00"E)
RECORD DATA
+
TO BE REMOVED
BM
BENCHMARK
` -
TBM
TEMPORARY BENCHMARK
- '
SILT FENCE
■
SURVEY MONUMENT
FILTER DIKE
•
IRON ROD FOUND
TREE PROTECTION FENCE
O
IRON ROD SET
EXIST. SIGN
O
COTTON GIN BOLT
EXIST. UGHT POLE
COTTON SPINDLE W/SHINER SET
tDIS"
WELL LOCATION
- • • -
PROPERTY LINE
DOWNSPOUTS
UMITS OF CONSTRUCTION}
HAND RAILS
_,1 00.00
EXISTING SPOT ELEVATION
TRAFFIC GUARD RAIL
-i-190-2-0-20_1
PROPOSED SPOT ELEVATION
FIRE LANE DESIGNATION
---100 ---
EXISTING CONTOUR
ACCESSIBLE ROUTE
*, rj
•BRYAN ERIC MOORE
.act �. 98920 r A
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3 W
m �
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NORTH
JOB NO.: 1451-01
DRAWN BY:
SCALE:
DATE: 06/27/
FILE: 02-GRADE_DRA
XREF:
REV. /CORR:
SHEET
2
Of
2