HomeMy WebLinkAboutSENS ROAD DISTRIBUTION CENTER SITE PLANW
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D. 10' X 24"
RCP
EXIST.
TO BE
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PROP. ADA RAMP
SEE SHEET C7.0
FL 24"=17.82
24
EXIST. DRIVEWAY
TO BE REMOVED
I2Q Building Line Rer,
Z Wing Ordinance
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PR�PHAS I
POSED UILDING
124' MIN. CLEAR HEIGHT I
5. 8710ACRESgO DLANDAREA
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NI 20'I Building Line per
Ohg Ordinance
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CONC. CURB
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374'-0 3/8'
PROP. 6"
CONC. (
NVI PROP. 5" REIN CONC. PAVING W/
146" LIME STAB IZED SUBGRADEAS
PER SOILS R ORT W/ #4 REBAR @
18° C-C EA H DIRECTION
55'\ KWAY'-•
120'-0' .17'.6" - I AREA
PROP. 7" REIN. CONC. PAVING W/
8" LIME STABILIZED SUBGRADE AS
PER SOILS REPORT W/ #4 REBAR @
24" C-C EACH DIRECTION
PROP. 6" REIN.
CONC. CURB
PROP. 5" REIN. CONC. PAVING W/
6" LIME STABILIZED SUBGRADEAS
PER SOILS REPORT W/ #4 REBAR @
18" C-C EACH DIRECTION
-(PUBLIC R�O.W-)
BENS ROAD
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20' Building L 7e per
Zoning Ordino ce
ANY FURTHER DEVELOPMENT WILL REQUIRE HCPID AND HCFCD APPRC
10' Building Line per
- - _ - - - -Zoning Ordinance - - - -
S 02 51 40 - E - 1,758.67
SOU THERN PA CIFIC TPA NSPOR TA TION COMPAN Y
Colled 22. 19 Acres
C.F. No. H967409, H. C. O. P. R. R. P.
PROPOSED LEGEND
1m
PROP. DRAINAGE AREA BOUNDARY
"- -
PROP 2 YEAR FLOW PATTERN
@
PROP MANHOLE
FG 73.17
PROP FINISHED GRADE
C®�
TG 73.17
PROP TOP OF GRATE INLET
PROP 24" INLET (UNLESS NOTED)
TW 73.17
PROP TOP OF WALK
DRAINAGE AREA
0.38 ac.
ACREAGE
TP 73.17
PROP TOP OF PAVEMENT ELEVATION
0.71 ac.
CUMULATIVE ACREAGE
TC 73.17
PROP TOP OF CURB ELEVATION
3.82 CFS
CUMULATIVE DISCHARGE
FF 7-3-.-i -7-1
PROP FINISHED FLOOR ELEVATION
I
PROP INLET PROTECTION BARRIER
TR 73.17
PROP TOP OF RIM ELEVATION
F F
PROP FILTER FABRIC FENCE
FL 73.17
PROP FLOWLINE ELEVATION
PROP STORM SEWER LINE
SCE
STABILIZED CONSTRUCTION ENTRANCE
PROP. DETENTION
POND
PROPOSED
COLLECTIONNSCREEN
STORM WTR. QUALITY 4:1
FEATURE
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GENERAL NOTES
1. CONTRACTOR TO NOTIFY THE CITY OF LAPORTE PUBLIC WORKS DEPARTMENT 3
WORKING DAYS PRIOR TO ANY EXCAVATING.
2- THE FIRE LINE CONNECTION MUST BE INSPECTED. THE INSPECTION WILL BE
PERFORMED BY THE VITY OF LAPORTE PUBLIC WORKS DEPARTMENT. THE TAPPING
SLEEVE AND VALVE MUST CONFORM TO THE CITY OF LAPORTE MATERIALS STANDARD.
3. CONTACT THE OFFICE OF THE SUPERINTENDENT OF UTILITIES @ 281.471-9650 FOR
NOTIFICATION OR ASSISTANCE.
ZONING LEGAL
CLASSIFICATION: LIGHT 15.7800 ACRES OF LAND
INDUSTRIAL ILI) SITUATED IN THE ENOCH
BRINSON SURVEY, ABSTRACT
NO. 5, HARRIS COUNTY,
TEXAS.
CITY OF LAPORTE
/ DESIGN STANDARDS
1. THE FACILITY SHALL BE CONSTRUCTED OF 1000/
109
aIaJOU09 a // MASONRY & GLASS CONSTRUCTION ALONG MAJOR
THOROUGHFARES. MATERIALS TO INCLUDE: CMU,
/ O BRICK, EIFS, AND GLASS.
- O
0,00" W �� / O BENCHMARK
NrJ °� BY GRAPHIC PLOTTING ONLY, THIS TRACT OF LAND LIES IN
G \i \ ZONE X (UNSHADED) - "AREAS DETERMINED TO BE OUTSIDE
FEDERAL INSURANCE
RATE MAP NO.48201 C0935 L AND
48201 C0945 L; SAID MAPS REVISED: TUNE 18, 2007.
v Cb /
SITE PLAN ACCURACY CERTIFICATE
I, AARON T. RENDON, AM REGISTERED UNDER THE LAWS OF THE STATE OF
TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING (OR SURVEYING) AND
HERBY CERTIFY THAT THE ABOVE PLAT OR SITE PLAN IS TRUE AND CORRECT:
PROP. DETENTION C� �� OF r AND THAT All BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL
POND / gip .......S GLES ARE ACCURATELY SHOWN ON THE
SIGNATURE: /
s
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T. AARON•RENDON PRINT: YVh �eh �h
/ 86357
TEXAS REGISTRATION NO.:
(J
CITY APPROVING AUTHORITY CERTIFICATE
THIS 15 TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE
(rt PLAN AND DEVELOPMENT OF SENS RD. DISTRIBUTION CENTER IN
IGOCONFORMANCE WITH THE ORDINANCE,1PF THE CITY OF LA PORE.
(RECTOR, VANNI DEPARTMENT
GENERAL SITE NOTES
a
0 10' Building Line pe J 1. ALL CONCRETE PAVING AREAS SHALL 4000 PSI CONCRETE REINFORCED OVER A
Zoning Ordinance STABILIZED SUBGRADE B" DEEP WITH APPROX. 6 PERCENT LIME.
2. ALL PROPOSED CONCRETE SIDEWALKS AND RAMPS SHALL BE 4" THICK, 3000 PSI
^,� ® CONCRETE REINFORCED WITH # 3 REBAR AT 15" O.C.E.W.
C 3. CONTRACTOR SHALL PROVIDE 4" WIDE PARKING STRIPES, PARKING SYMBOLS
-- = AND SIGNS AS PER PLAN.
4. ALL PROPOSED LANDSCAPING SHALL BE FURNISHED AND INSTALLED BY THE
z OWNER.
/ 5. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPE BOLLARDS AS PER
4:1 - PLAN.
/ 6 GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL 3" PVC-40 SLEEVES AS
q•7 REQUIRED BY THE LANDSCAPE AND IRRIGATION CONTRACTOR.
/ 7. PROVIDE 5" THICK CONCRETE PAD REINFORCED WITH # 3 REBAR AT 15"
\ O.C.E.W. FOR EA. A/C CONDENSING UNIT.
8. PROVIDE ELEVATION CERTIFICATE UPON COMPLETION OF CONSTRUCTION.
/ O � INDICATE B.F.E.
'w® SITE PREPARATION NOTES
/ ® 1. SITE PREPARATION SHALL BE IN ACCORDANCE WITH GEOTECHNICAL REPORT
/ 2. STRUCTURAL FILL UNDER BUILDING AREAS SHOULD BE SELECTED WITH RESPECT
TO PLASTICITY CHARACTERISTICS. SANDY CLAY WITH A LIQUID LIMIT NOT GREATER
THAN 40 AND A PLASTICITY INDEX BETWEEN 8 AND 20 WILL BE SUITABLE FOR
FILL.SELECT IMPERVIOUS EARTHWORK CONSTRUCTION
PROCEDURES UNNDERBUI DING AND PAVING AREAS AREAS FOLLOWS:
T PTH OF AT
N SITE PLAN
1 " = 50'-0"
PARKING REQUIREMENTS:
PARKING SPACES REQUIRED:
BUILDING I:
(St) = 1 SPACE PER 7000
121,208 / 7,000 = 17 SPACES
TOTAL PARKING SPACE REQUIRED: 17 SPACES
PARKING SPACES PROVIDED: 56 SPACES
ADA SPACES REQUIRED: 3
ADA SPACES PROVIDED: 4
3. REMOVE EXISTING CONSTRUCTION DEBRIS AND ORGANIC SOILS O A DE
LEAST SIX (6) INCHES.
4. PROOF -ROLL STRUCTURAL AND PAVEMENT AREAS. UNDERCUT SOFT SOILS, IF
ENCOUNTERED, DOWN TO FIRM SOIL OR TO A MINIMUM OF TWELVE INCHES (12")
BELOW THE GROUND SURFACE. IF PUMPING IS OBSERVED DURING PROOF -ROLLING,
REMOVE AND REPLACE THE WET SILTY SOIL OR MIX LIME, CEMENT AND/OR FLY ASH
WITH THE WET SILTY SOIL TO ABSORB EXCESS MOISTURE.
5. PLACE FILL IN LOOSE LIFTS NOT EXCEEDING EIGHT INCHES IS') AND COMPACT TO NOT
LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY DETERMINED BY ASTM
SPECIFICATION D-698 (STANDARD PROCTOR). THE MOISTURE CONTENT OF THE FILL
SHOULD NOT BE LESS THAN TWO POINTS BELOW THE OPTIMUM VALUE NOR MORE
THAN THREE POINTS ABOVE THE OPTIMUM VALUE.
6. EXCAVATE THE SOIL IN CUT AREAS TO GRADE AND PROOF -ROLL THE SURFACE SOIL
7. PERFORM FIELD DENSITY TESTS TO VERIFY COMPACTION AT A FREQUENCY OF ONE
TEST PER LIFT OF FILL FOR EVERY 2,006 SQUARE FEET OF COMPACTED AREA.
8. MAINTAIN THE MOISTURE CONTENT OF BOTH FILL AND NATURAL SOIL UNTIL IT 15
PERMANENTLY SEALED WITH THE FLOOR SLAB OR PAVEMENT.
9. STABILIZE PROPOSED PAVEMENT AREAS TO A DEPTH OF 8" WITH APPROX.
6 PERCENT LIME BY DRY WEIGHT OF SUBGRADE SOILS. EXACT PERCENTAGE
TO BE DETERMINED FROM LIME SERIES TEST AFTER ROUGH GRADING.
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PROJECT
DATE
2-'19-08
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REVISIONS -I
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PROP. 19 X 24"
DIA. RCP
PROP. 8" C-900 FIRE
WTR IN
PROP. 5" DBL. DETEC
CHK. VALVE BACKFL(
PREVENTER
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No. H967409,
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PROPOSED LEGEND
PROP. DRAINAGE AREA BOUNDARY
PROP 2 YEAR FLOW PATTERN
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PROP MANHOLE
FG 73.17
PROP FINISHED GRADE
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PROP 24" INLET (UNLESS NOTED)
TG 73.17
PROP TOP OF GRATE INLET
DRAINAGE AREA
TW 73.17
PROP TOP OF WALK
0.38 ac.
ACREAGE
TP 73.17
PROP TOP OF PAVEMENT ELEVATION
0.71 ac.
3 8 C S
CUMULATIVE ACREAGE
TC 73.17
0
PROP TOP OF CURB ELEVATION
CUMULATIVE DISCHARGE
FF 73.17
PROP FINISHED FLOOR ELEVATION
IPg
PROP INLET PROTECTION BARRIER
TR 73.17
PROP TOP OF RIM ELEVATION
FF
PROP FILTER FABRIC FENCE
FIL 73.17
PROP FLOWLINE ELEVATION
PROP STORM SEWER LINE
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PROJECT
DATE
2-19-08
REVISIONS
SHEET
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PRO j 0' X 24"
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"A" INLET
TG 20.80
FL 17.50
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TP C
a9 6 a I I I O I GRADE - �-
TP 21.50 BRED DTP 21.30
P HAS I PROP. TYPE
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PROPOSED UILDING "A"INLET
TG 20.75
124' MIN. CLEAR HEIGHT I FL 17.00
1,208 S.F. BUI DING
D1 871ACRESO�FdN-REA� A
ja s ' FF 25 5
O GRADE -�- TP C
TP 21.50 BREAK �Tp 21.10
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PROP. TYPE
� "A" INLET
O T 1\ G 20.80
FL 16.86
of TP 21 50
QN I I I GRADE �TP 21.10
PROP. TYPE
- - - - - - TP 21.50BR �AK "A" INLET
TG 20.90
?'RB aj ap FL 16.76
•a 21.70 22.40
?O TW 25.48 ;g
P 23.20 TP 23 0
TW 24.1
TP 23.60
TW 2 .28 TP 23.50 TP D2.9
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PROP. TYPE I
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(PUBLIC R.O-W�)
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SOU THE19N PA CIFI C TRA NSPOR TA TION COMPA N Y
Called 22. 19 Acres
C.F. No. H967409, H. C. O. P. R. R. P.
Mo
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ANY FURTHER DEVELOPMENT WILL REQUIRE HCPID AND HCFCD APPROVAL
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PROP. DETENTION
POND
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PROP.TYPE
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PROP. TYPE
'W INLET
"A" INLET
TG 21.00
FG [
TG 21.00
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FL 15.51
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a,A / O ZONING LEGAL
as as spas CLASSIFICATION: LIGHT 15.7800 ACRES OF LAND
INDUSTRIAL (LI) SITUATED IN THE ENOCH
BRINSON SURVEY, ABSTRACT
W a NO. 5, HARRIS COUNTY,
)0�10,0o n I"' O TEXAS.
\� FL 15.25
CITY OF LAPORTE
FL ® r'p '° DESIGN STANDARDS
\r / •0, 1. THE FACILITY SHALL BE CONSTRUCTED OF 10076
MASONRY & GLASS CONSTRUCTION ALONG MAJOR
rrv``7 THOROUGHFARES. MATERIALS TO INCLUDE: CMU,
BRICK, EIFS, AND GLASS.
FLOODPLAIN STATEMENT
PROP. DETENTION / / BY GRAPHIC PLOTTING ONLY, THIS TRACT OF LAND LIES IN
POND / a ZONE X (UNSHADED) - "AREAS DETERMINED TO BE OUTSIDE
? THE 500-YEAR FLOOD FLAW", ACCORDING TO F.E.M.A.
4_1 \ / a° `� O FEDERAL INSURANCE RATE MAP NO. 48201 C0935 L AND
s C 48201 C0945 L; SAID MAPS REVISED: JUNE 18, 2007.
as y
a� SITE PLAN ACCURACY CERTIFICATE
I, AARON T. RENDON , AM REGISTERED UNDER THE LAWS OF THE STATE OF
'. TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING (OR SURVEYING) AND
in HERBY CERTIFY THAT THE ABOVE PLAT OR SITE PLAN IS TRUE AND CORRECT:
�OF j AND THAT ALL BEARINGS, DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL
(�
gyp,•,,... ..� ANGLES ARE ACCURATELY SHOWN ON THE Pt�^rY. /
F. SIGNATURE ` `1
.......... '%� �% /
�AARON T. RENow PRINT: ✓Oh J ppL i\Ph dOh
TEXAS REGISTRATION NO.: W 5"7
FS�.CENS ....
ONA1_
° N �\ CITY APPROVING AUTHORITY CERTIFICATE
THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE
PLAN AND DEVELOPMENT OF SENS RD. DISTRIBUTION CENTER IN
n Q c?a CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LA PORTE.
BY:
j• J / cp�� DIRECTOR, PLANNING DEPARTMENT
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GENERAL SITE NOTES
1. ALL CONCRETE PAVING AREAS SHALL 4000 PSI CONCRETE REINFORCED OVER A
STABILIZED SUBGRADE 8" DEEP WITH APPROX. 6 PERCENT LIME.
as O 2. ALL PROPOSED CONCRETE SIDEWALKS AND RAMPS SHALL BE 4" THICK, 3000 PSI
® CONCRETE REINFORCED WITH # 3 REBAR AT 15" O.C.E.W.
3. CONTRACTOR SHALL PROVIDE 4" WIDE PARKING STRIPES, PARKING SYMBOLS AND
SIGNS AS PER PLAN.
2� a 4. ALL PROPOSED LANDSCAPING SHALL BE FURNISHED AND INSTALLED BY THE
15.41 / •Q ® OWNER.
5. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPE BOLLARDS AS PER
vI PLAN.
6. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL 3'PVC
SLEEVES AS
REQUIRED BY THE LANDSCAPE AND IRRIGATION CONTRACTOR.
7. PROVIDE 5" THICK CONCRETE PAD REINFORCED WITH # 3 REBAR AT 15" O.C.E.W. FOR
- - - EA. A/C CONDENSING UNIT.
a� 8. PROVIDE ELEVATION CERTIFICATE UPON COMPLETION OF CONSTRUCTION. INDICATE
B.F.E.
ap 9 9. ANY FURTHER DEVELOPMENT WILL REQUIRE HCPID AND HCFCD APPROVAL
NOTES:
1. CONTRACTOR TO NOTIFY CITY OF LA PORTE PUBLIC WORKS DEPARTMENT 3
WORKING DAYS PRIOR TO ANY EXCAVATING.
2. THE FIRE LINE CONNECTION MUST BE INSPECTED. THE INSPECTION WILL BE
PERFORMED BY THE CITY OF LA PORTE PUBLIC WORKS DEPARTMENT. THE
TAPPING SLEEVE AND VALVE MUST CONFORM TO THE CITY OF LA PORTE
MATERIALS STANDARD,
3. CONTACT THE OFFICE OF THE SUPERINTENDENT OF UTILITIES @
281-471-9650 FOR NOTIFICATION OR ASSISTANCE.
SITE PREPARATION NOTES
N GRADING PLAN 1. SITE PREPARATION SHALL BE IN ACCORDANCE WITH GEOTECHNICAL REPORT
2. STRUCTURAL FILL UNDER BUILDING AREAS SHOULD BE SELECTED WITH RESPECT
1 It
= 50'-0" TO PLASTICITY CHARACTERISTICS. SANDY CLAY WITH A LIQUID LIMIT NOT GREATER
THAN 40 AND A PLASTICITY INDEX BETWEEN 8 AND 20 WILL BE SUITABLE FOR
SELECT IMPERVIOUS FILL. THE RECOMMENDED EARTHWORK CONSTRUCTION
PROCEDURES UNDER BUILDING AND PAVING AREAS ARE AS FOLLOWS:
3. REMOVE EXISTING CONSTRUCTION DEBRIS AND ORGANIC SOILS TO A DEPTH OF AT
LEAST SIX (6-) INCHES.
4. PROOF -ROLL STRUCTURAL AND PAVEMENT AREAS. UNDERCUT SOFT SOILS, IF
PROPOSED LEGEND ENCOUNTERED, DOWN TO FIRM SOIL OR TO A MINIMUM OF TWELVE INCHES (12)
BELOW THE GROUND SURFACE. IF PUMPING IS OBSERVED DURING PROOF-ROLUNG,
PROP. DRAINAGE AREA BOUNDARY - PROP 2 YEAR FLOW PATTERN REMOVE AND REPLACE THE WET SILTY SOIL OR MIX LIME, CEMENT AND/OR FLY ASH
- FG PROP FINISHED GRADE WITH THE WET SILTY SOIL TO ABSORB EXCESS MOISTURE.
73.17
<<O; PROP MANHOLE 5. PLACE FILL IN LOOSE LIFTS NOT EXCEEDING EIGHT INCHES (8') AND COMPACT TO NOT
TG 73.17 PROP TOP OF GRATE INLET LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY DETERMINED BY ASTM
PROP 24" INLET UNLESS NOTED)
) TW 73.17 PROP TOP OF WALK SPECIFICATION D-698 (STANDARD PROCTOR). THE MOISTURE CONTENT OF THE FILL
A2 DRAINAGE AREA SHOULD NOT BE LESS THAN TWO POINTS BELOW THE OPTIMUM VALUE NOR MORE
0.38 ac. ACREAGE TP F-73--i-71 PROP TOP OF PAVEMENT ELEVATION THAN THREE POINTS ABOVE THE OPTIMUM VALUE.
0.71 ac. CUMULATIVE ACREAGE TC 73.17 PROP TOP OF CURB ELEVATION 6. EXCAVATE THE SOIL IN CUT AREAS TO GRADE AND PROOF -ROLL THE SURFACE SOIL.
382 C S CUMULATIVE DISCHARGE 7. PERFORM FIELD DENSITY TESTS TO VERIFY COMPACTION AT A FREQUENCY OF ONE
FF 73.17 PROP FINISHED FLOOR ELEVATION TEST PER LIFT OF FILL FOR EVERY 2,000 SQUARE FEET OF COMPACTED AREA
Ipg PROP INLET PROTECTION BARRIER TR 73.17 PROP TOP OF RIM ELEVATION 8. MAINTAIN THE MOISTURE CONTENT OF BOTH FILL AND NATURAL SOIL UNTIL IT IS
PERMANENTLY SEALED WITH THE FLOOR SLAB OR PAVEMENT.
FF PROP FILTER FABRIC FENCE FL 73.17 PROP FLOWLINE ELEVATION 9. STABILIZE PROPOSED PAVEMENT AREAS TO A DEPTH OF 8" WITH APPROX.
PROP STORM SEWER LINE 6 PERCENT LIME BY DRY WEIGHT OF SUBGRADE SOILS. EXACT PERCENTAGE
0 AREAS TO BE FILLED TO BE DETERMINED FROM LIME SERIES TEST AFTER ROUGH GRADING.
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PROJECT
DATE
2-19-08
REVISIONS -j
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PROP. 10' X 24
DIA. RCP
PROP. 51 LF OF
24" RCP STM.
SWR. CULVERT AS
PER CITY OF
LAPORTE
PROP- ADA RAMP
SEE SHEET C 7.0 PUMP CONTROLS
PROP. 76 LF. OF 12" RCP STM. SWR. @ PUMP ON (FALLING) DETENTION DATA 1. WATER RISING, PUMP ON AT ELEVATION 12.50.
FL 20.80 2. WATER RISING, PUMP OFF AT ELEVATION 18.75.
PROP. SIDEWALK 0.20% SLOPE GRAVITY STORM SEWER TOTAL SITE AREA = 15.78 ACRE 3. WATER FALLING, PUMP ON AT ELEVATION 18.55.
20 �--
LINE I 4. WATER FALLING, PUMP OFF AT ELEVATON 12.00-
TOTAL PROPOSED DEVELOPED AREA = 10.53 AC 5. SYSTEM IS GRAVITY FLOWED AND CONTROLLED THROUGH 36" PIPE ONCE \
EXISTING DITCH PUMP SHUT OFF DETENTION STORAGE RATE = 0.75 ACRE-FEET/AC 6`EVATION 20.90 IS MAXIMUM OUTFALECAPACCITY REACHED AT ELEVATION 22.00. PUMP SHUTOFF ALAMO
.. FL 21.40 G 22.00 TB 7.50
•. 100 YR. WTR. SURFACE. ELEV. 21.50 NG 22.00
--------------------------_-_- IS AT ELEVATION2140 ova
TOTAL DETENTION VOLUME REQUIRED = 7.9 AC -FT e
PUMP OFF (RISING) GRAVITY FLOW VOLUME p� 7. PUMP WILL NOT RESUME UNTIL FALLING CRITERIA IS MET AT ELEVATION 18.55, cR NEri
FL 21,00 FL 0 80 ELEV 20 80 TOTAL DETENTION VOLUME PROVIDED THEREFORE THE PUMP WILL NOT TURN ON UNLESS ELEVATION IN DITCH IS LESS BOWIE
-�----__----- = 12.2AC-FT o
TB 22.00 s7 PUMPED VOLUME THAN 1/2 DEPTH OF ROADSIDE DITCH. bB
FL 14.25 MAXIMUM DESIGN WATER SURFACE
PROP. 10'X24° 1/2 DEPTH OF DITCH =21.40 ELEVATION = 21.50
PROJECT
EXIST. DITCH DIA. RCP UMP ON (RISING) LOCATION
FL 7 2.50 MAXIMUM ALLOWABLE DISCHARGE RATE = 13 CFS
LIMP OFF (FALLING) g SUNSET III
i � FL 72.00 MAXIMUM OUTFACE DISCHARGE RATE = 1.6 CFS 3;FIELD CREST
EXIST. BANK O� N w
L0= pump/ / 24" RCP
, 28' VARIES 28 TALL RESRCTOR SIZE
... ... rl DITCH - a N �LL Out
O:q
PROP. 22 LF. OF 24" RCP STM. SWR. @ a : M o om m PROP. 41 LF OF 36" RCP DETENTION AREA
0.20Y°SLOPE GRAVITY STORM SEWER a STM. SWR. @ 0.20% SLOPE POND= 65,174 SQ. FT. * 7 FT. = 456,218 CF. = 10.5 AC. FT.
LINE 0POND UNDEVELOPED AREA= 2.77 AC * 0.46 FT. = 1.28 AC. FT.
SECTION "A -A"
TRUCK COURT AREA= 7.18 AC 0.375 FT. = 0.44 AC. FT.
SIDEWALK DITCH CROSSING DETAIL = VICINITY MAP
N.rs. 0 KEYMAP # 540N
PROP. ADA RAMP
SEE SHEET C7.0
m
w
O7 09
c�j
Cy
O
Iva _
I I I
ry
7-
r'O� 1 ac.
2 1 ac.
9 49 CFS
I 0D
I I I
R
9 ® ® Mie
PHAS I
PR POSED UILDING 2.49ac.
�! !j 124' MIN. CLEM HEIGHT 1 7.26 CFS
_ 1 1,208 S.F. BUI DING AREA
20 5. 871 ACRES O �ND AREA !IQ
.31 1 I .6,
N
c�
C
QO
v tp A3
Q Q 0.98 ac.
Q 3.47 ac.
2! N 9.99 CFS I I
nI I I
(D
4
I I I
0.97 ac.
c, ?! V 4.44 ac. I 1
Sg 12.66 CFS 2!
.0 - - -2 -- i - --
I I I
:i
22
07
lzz:�
97
?
?j
PROP. 47 LF
9�
24" RCP STM.
6
SWR. CULVERT
PER HARRIS
COUNTY
22
!7
\
2� �2
0cF
\
\
!20 cj
PROP. TYPE
"A" INLET
\ '9
TG 20.80
FL 17.501 O ,e
hod
�nw
�U d
■ Niiiiiiiiiiiiiiiiiii
PROP. TYPE
0��`�O
.0
W
0 !
!.9 9
aU10
0v3�
0
ao
�
o U
ONO
nw
d
PROP. TYPE
"A" INLET
i
TG 20.90
w
FL 16.76
A5
0.48 ac.
4.92 ac.
- - 3.97CFS- -
- - - - -
PROP. TYPE
6
"A" INLETT
TG 22.20
FL 16.46
,s .�
,1 r�
Q, r
/
(PUBLIC fR.O.W.)
�uaulanod a�0a0uoJ
�- SENS ROAD
r /
°
?0
n ?S0
of PROP. STM. a?7� �s s / / FLOODPLAIN STATEMENT
AS vN SWR. M.H. 2� ?� /
y m h 8 'O ? BY GRAPHIC PLOTTING ONLY, THIS TRACT OF
2 �� TR 22 50 E �a�°d `Sd . 6 ?� a ? /
? �-� •s �?' �v`FL 20.60 lca Ouc0 �p ! ! LAND LIES IN ZONE X (UNSHADED) - "AREAS
�7 p 60 b 0 `O !O PROP- 22 LF OF 24° alai) "----- ---- rj9 7 / DETERMINED TO BE OUTSIDE THE 500-YEAR
RCP @°h SLOPE c�j 7 / O FLOOD PLAIN", ACCORDING TO F.E.M.A FEDERAL
c�� '2� ��•2 INSURANCE RATE MAP NO. 48201 C0935 LAND
PROP. 8 LF OF 24" 2� •� / ! ? S�\/\ 48201 C0945 L; SAID MAPS REVISED: JUNE 18,
•!0 2 '•?`0 RCP @ 0.44%SLQTj O _ - `�' 2007.
h 87 6a ud 27 09 " W n
�o 00
%3 F 2 . FL 20.65 �. °10 a �- O CITY OF LAPORTE
--------`� \� FL 15.25 DESIGN STANDARDS
- 1. THE FACILITY SHALL BE CONSTRUCTED OF 100%
o jo o N 03 °18 53 W `�O RCPSTM.STM. 5\\JOKE @ (O ' MASONRY & GLASS CONSTRUCTION ALONG MAJOR
0 - - - - - - -S-�� r FL � 0.20°A SLOPE �� 0 ; l `�O 0 THOROUGHFARES. MATERIALS TO INCLUDE: CMU,
r W / b BRICK, EIFS, AND GLASS
FG ® SWR. M.H. PROP. 76 LF OF 12° FG W (6
W/ 6" REST. PIPE RCP @ 0.20% SLOPE(��
FR 20.65 / Q ZONING LEGAL
�o PROP. 300 GPM STM. SWR. PUMP STATION`
fV (LIFT STATION TO BE PRIVATELY MAINTAINED) / 15.7800 ACRES OF LAND
' CLASSIFICATION: LIGHT
� INDUSTRIAL (LI) SITUATED IN THE ENOCH
_ PROP. 6" GRAVITY RETURN LINE r / / BRINSON SURVEY, ABSTRACT
PROP. DETENTION (J% TEX 5, HARRIS COUNTY,
�• PROPOSED FLOATABLE POND TEXAS.
I m COLLECTION SCREEN / `O2
STORM TR.QUALITY 4:1
FEATURE / 26 :s o BENCHMARK
' lQ BY GRAPHIC PLOTTING ONLY, THIS TRACT OF LAND LIES IN
I
ZONE X (UNSHADED) - "AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOOD PLAIN", ACCORDING TO F.E.M.A.
FEDERAL INSURANCE RATE MAP NO.48201CO935 LAND
48201 C0945 L; SAID MAPS REVISED: JUNE 18, 2007.
20 .20 ' � a a � 2 a
! 's � °s °s °s ' �' � GENERAL SITE NOTES
1. ALL CONCRETE PAVING AREAS SHALL 4000 PSI CONCRETE REINFORCED OVER A
STABILIZED SUBGRADE 8" DEEP WITH APPROX. 6 PERCENT LIME.
2. ALL PROPOSED CONCRETE SIDEWALKS AND RAMPS SHALL BE 4" THICK, 3000 PSI
CONCRETE REINFORCED WITH # 3 REBAR AT 15" O.C.E.W. �0
z 3. CONTRACTOR SHALL PROVIDE 4" WIDE PARKING STRIPES, PARKING SYMBOLS
I AND SIGNS AS PER PLAN.
ANY FURTHER DEVELOPMENT WILL REQU E HCPID AND HCFCD APPROVAL / �%2' � 4. ALL PROPOSED LANDSCAPING SHALL BE FURNISHED AND INSTALLED BY THE
PROP. DETENTION { Q 'S \ OWNER.
POND �� �Q J\ 5. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPE BOLLARDS AS PER
0 `ems y PLAN.
I 0 / a �� 6. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL 3" PVC-40 SLEEVES AS
D a REQUIRED BY THE LANDSCAPE AND IRRIGATION CONTRACTOR.
Ct v 7. PROVIDE 5" THICK CONCRETE PAD REINFORCED WITH # 3 REBAR AT I S'
O.C.E.W. FOR EA. A/C CONDENSING UNIT.
_T n O B. PROVIDE ELEVATION CERTIFICATE UPON COMPLETION OF CONSTRUCTION.
INDICATE B.F.E.
O J'
O
�Q 0 �S�
o - 4:1 ^ r j' %y CITY APPROVING AUTHORITY CERTIFICATE
a AN THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS SITE
`30 1�07 ? s `-09 `��! ? 0 � / PLAN AND DEVELOPMENT OFSENS RD. DISTRIBUTION CENTER IN
CONFORMANCE WITH THE ORDINANCES OF THE CITY OF LAPORTE.
A7 BY: off.
A6 J' 4.37 ac.
/ O DIRECTOR, PLANNING DEPARTMENT
3.60 ac. Q (b 12.89 ac. r'0 `,57
8.52 ac. 5.23 CFS
3.64 CFS ) ' 1®
PROP. 144 LF OF
24" CHDPE STM.
PROP. 264 LF OF 36" CHDPE
SWR. @ 0.28°k
PRO
M. 5WR. @ 0.10°%SLOPE
PROP. TYPE
SLOPE
.TYPE
"A" IN ET
TG21. 0
"A" INLET
TG21.00-
FL 16.
FL 15.80
- - - - -
- -
- - - - -
-
S 7277571 TO E
- 1, 158. 6;
.01 's
.s •�
SOU THERN PA CIFIC TRANSPOR TA TION COMP% N Y
Called 22. 19 Acres
C.F. No. H967409, H. C. O.P. R. R. P.
PROP. 115LFOF / R O SITE PLAN ACCURACY CERTIFICATE
PROP. 294 LF OF 36" CHDPE
42" CHDPE STML 15.41 As
STM./ � '
5 R. @ 0.10% SLOPE PROP. TYPE S R. @ 0.10 ° .
"A""INLET SLOPE �I `V All,�� OF T 1, AARON T. RENDON, AM REGISTERED UNDER THE LAWS OF THE STATE OF
FG TG 21.00 v `,a qP-•" TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING (OR SURVEYING) AND
FL 15.51 FG * ' * HERBY CERTIFY THAT THE ABOVE PLAT OR SITE PLAN 15 TRUE AND CORRECT:
* AND THAT ALL BEARINGS, DISTANCES, ANGLES CURVE (USES, AND CENTRAL
.. - - - . °.°-°°'°°°°'°°°'°°.°°°.°' ANGLES ARE ACCURATELY SHOWN ON TH
? AARON T. RENDON /
y �O 86357SIGNATURE:
s off"licENS�O: ��e:• ,
s`SJONAL EaG PRINT: ✓Jn I• D
TEXAS REGISTRATION NO.: 563S7
SITE PREPARATION NOTES
SW[SMD DFDAAIT DFn1111?FAAFNTS 3-YEAR DRAINAGE CALCULATIONS
UPON COMPLETION OF CONSTRUCTION THE PERMANENT STORM WATER
QUALITY FEATURE WILL BE CLEANED OF ALL SEDIMENT AND DEBRIS THAT
MAY HAVE ACCUMULATED. ADDITIONALLY ALL DISTURBED AREA RELATED
TO THIS PROJECT WILL BE COMPLETELY STABILIZED. THIS WILL BE DONE
PRIOR TO SUBMITTING AN "AS -BUILT CERTIFICATE" AND CALLING FOR
FINAL INSPECTION. HARRIS COUNTY ENGINEERING WILL NOT PASS THE
FINAL INSPECTION OR ISSUE A CERTIFICATE OF COMPLIANCE UNTIL THE
REQUIRED FINAL CLEANOUT AND STABILIZATION HAVE BEEN COMPLETED.
THE DEVELOPMENT IS NOT APPROVED FOR OPERATION UNTIL A
CERTIFICATE OF COMPLIANCE HAS BEEN ISSUED.
AREA
ACREAGE
C
IC
I
3 YEAR
9-CC-Fs)
MANNINGS
PIPE SIZE
C,n
SLOPE
M)
VELOCITY
(ft/S)
PIPE CAPACITY
{(Ls
ac
"n"
Al
1.51
0.8
25.75
13.71
4.49
0.011
18
0.18
3.00
5.28
A2
2.49
0.8
26.74
3.64
7.26
0.011
24
0.12
3.00
9.28
A3
3.47
0.8
27.44
3.60
9.99
0.011
24
.015
3.30
10.38
A4
4.44
0.8
28.00
3.56
12.66
0.011
24
0.24
4.18
13.13
A5
4.92
0.8
28.23
3.55
13.97
1 .011
24
0.28
4.51
14.18
A6
8.52
0.8
29.58
3.46
23.64
1 0.011
36
0.10
3.54
24.99
A7
1 12.94 1
0.8
1 30.69
3.40
35.23
1 0.011
42
0.10
3.92
37.70
1. SITE PREPARATION SHALL BE IN ACCORDANCE WITH GEOTECHNICAL REPORT
/ 2. STRUCTURAL FILL UNDER BUILDING AREAS SHOULD BE SELECTED WITH RESPECT
TO PLASTICITY CHARACTERISTICS. SANDY CLAY WITH A LIQUID LIMIT NOT GREATER
THAN 40 AND A PLASTICITY INDEX BETWEEN 8 AND 20 WILL BE SUITABLE FOR
N DRAINAGE PLAN/ SWQMP PLAN SELECT IMPERVIOUS FILL. THE RECOMMENDED EARTHWORK CONSTRUCTION
PROCEDURES UNDER BUILDING AND PAVING AREAS ARE AS FOLLOWS:
1 it = 50'-0" 3. REMOVE EXISTING CONSTRUCTION DEBRIS AND ORGANIC SOILS TO A DEPTH OF AT
LEAST SIX (6) INCHES.
4. PROOF -ROLL STRUCTURAL AND PAVEMENT AREAS. UNDERCUT SOFT SOILS, IF
PROPOSED LEGEND ENCOUNTERED, DOWN TO FIRM SOIL OR TO A MINIMUM OF TWELVE INCHES (121
_ BELOW THE GROUND SURFACE. IF PUMPING IS OBSERVED DURING PROOF -ROLLING,
PROP. DRAINAGE AREA BOUNDARY PROP 2 YEAR FLOW PATTERN REMOVE AND REPLACE THE WET SILTY SOIL OR MIX LIME, CEMENT AND/OR FLY ASH
FG 73.17 PROP FINISHED GRADE WITH THE WET SILTY SOIL TO ABSORB EXCESS MOISTURE.
@PROP MANHOLE 5. PLACE FILL IN LOOSE LIFTS NOT EXCEEDING EIGHT INCHES (& AND COMPACT TO NOT
C� PROP 24" INLET (UNLESS NOTED) TG 73.17 PROP TOP OF GRATE INLET LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY DETERMINED BY ASTM
TW 73.17 PROP TOP OF WALK SPECIFICATION D-698 (STANDARD PROCTOR). THE MOISTURE CONTENT OF THE FILL
A2 DRAINAGE AREA SHOULD NOT BE LESS THAN TWO POINTS BELOW THE OPTIMUM VALUE NOR MORE
0.38 ac. ACREAGE TP 73.17 PROP TOP OF PAVEMENT ELEVATION THAN THREE POINTS ABOVE THE OPTIMUM VALUE.
0.71 ac. CUMULATIVE ACREAGE TC 73.17 PROP TOP OF CURB ELEVATION 6. EXCAVATE THE SOIL IN CUT AREAS TO GRADE AND PROOF -ROLL THE SURFACE SOIL.
3.82 CFS CUMULATIVE DISCHARGE 7. PERFORM FIELD DENSITY TESTS TO VERIFY COMPACTION AT A FREQUENCY OF ONE
FF 73.17 PROP FINISHED FLOOR ELEVATION TEST PER LIFT OF FILL FOR EVERY 2,000 SQUARE FEET OF COMPACTED AREA.
1pg PROP INLET PROTECTION BARRIER TR 73.17 PROP TOP OF RIM ELEVATION 8. MAINTAIN THE MOISTURE CONTENT OF BOTH FILLAND NATURAL SOIL UNTIL IT IS
PERMANENTLY SEALED WITH THE FLOOR SLAB OR PAVEMENT.
F F PROP FILTER FABRIC FENCE FL 73.17 PROP FLOWLINE ELEVATION 9. STABILIZE PROPOSED PAVEMENT AREAS TO A DEPTH OF 8" WITH APPROX-
PROP STORM SEWER LINE 6 PERCENT LIME BY DRY WEIGHT OF SUBGRADE SOILS. EXACT PERCENTAGE
TO BE DETERMINED FROM LIME SERIES TEST AFTER ROUGH GRADING.
4A
W
d'
O
9nn
COO
Ch
V
W
0
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4
d
~
III;
fn
V
H
Z
4
c
eh
00
W
to
N
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4
V
ce
W
z
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W (n
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PROJECT
DATE
2-19-08
REVISIONS -)
MEET
C4*0
P. 10' X 2,V.
RCP
�
0
w
W
z
Z
U
ow
=m
22
0
Z
H
0o
,
m
0
o
Ia
0 0
m
NOW
00�Ln
z
O UJ T
W
A�
v
i�
,P. ADA RAMP
SHEETC7.0 —
FL 241n17.82 a 24'm1916
PROP. 4'
DEWALK AS PE
CITY OF LAPORTE
4a7.�0 .al
. yury �vns
S
2p Building Line Rer
Z Wing Ordinance
I I I I
I I 1
I
I I
L PHAS I
PR�POSED UILDINGI
124' MIN. CLEM HEIGHT
ING AREA
5. 87 oD ACRES 0 LA D AREA
I I 1
a
I
20'I Building Line per
Zo ng Ordinance II -
- 4—
I I I
1 1 I
I I I
SOU THERN PA CIFI C TRA NSPOR TA TION COMPA N Y
Called 22.19 Acres
C.F. No. H967409, H. C. O.P. R. R. P.
(PUBLIC R-O-W-)
SEMIS ROAD
4aJ!0 Jg
N 03 °18 53' W
20' Building Line per
Zoning Ordinance
ANY FURTHER DEVELOPMENT WILL REQUIRE HCPID AND HCFCD APPROVAL
10' Building Line per
Zoning Ordinance — — — —
S 02 °51 40 " E - 1,158.67'
`— PROP. DETENTION
POND
4:1
� ua uaOn nd 01 OaO U00
\ Cb
rr wwrr a /
r / /PROP. DETENTION
POND /
/
r-
VICINITY MM,
0'%
.,i� � �i I �, ur L
W
o
�
=
1 G
�
n
W
2
U'
W
ry
tNp
Z
*r
N
J
�
~
4
d
U
/
LANDSCAPE NOTES
�!
1. ALL PROPOSED TREES AND SHRUBS SHALL BE PLANTED ACCORDING TO CITY OF
LAPORTE PLANNING & DEVELOPMENT DEPARTMENTS LANDSCAPE REGULATIONS
FOR DEVELOPMENT WITH MIN. 3" LAYERS OF MULCH.
2. REQUIRED TREES AS SHOWN ON SITE PLAN SHALL BE LIVE OAK (QUERCUS
L!
VIRGINIANA) OR ALTERNATE FROM CITY OF HOUSTON CODE OF ORDINANCES,
CHAPTER 33, APENDIX "A" PLANTED NOT GREATER THAN 30'-0" O.C. TREES TO BE
EQUAL TO OR GREATER THAN 1 1 /2" CALIPER AS MEASURED 6" ABOVE ROOT
COLLAR.
/ n
V 0
3. SHRUBS (10 SHRUBS PER EACH REQUIRED STREET TREE) SHALL BE WAXLEAF
JAPONICUM) OR ALTERNATE FROM CITY OF LAPORTE
LIGSTRUM (LIGSTRUM
PLANTED APPROXIMATELY 36" O.C. SHRUBS SHALL BE MAINTAINED AT HEIGHT OF
O
NO MORE THAN 36" AND NO LESS THAN 18".
C
4. AUTOMATIC IRRIGATION SYSTEM SHALL BE INSTALLED BY A CERTIFIED INSTALLER
AS PER CITY OF LAPORTE SPECIFICATIONS TO SERVICE ALL NEW PLANTINGS.
5. GENERAL CONTRACTOR SHALL INSTALL 3" PVC-40 SLEEVES AS PER THE
IRRIGATION SYSTEM INSTALLER FOR THE IRRIGATION PIPING PRIOR TO THE
1/
POURING OF CONCRETE PAVING AND WALKS.
_ O
CL
\ \
s 0 Cb
10' Building Line Pe
_ Oz Zoning Ordinance �
0
r /
4:1AN,
/ o
O
/ O
/ NAs
LANDSCAPE KEY
PROPOSED TREE
p PROPOSED SHRUB
CITY OF LAPORTE MINIMUM
LANDSCAPE REQUIREMENTS
A. STREET TREES
STREET NAME
Lineal Feet
Tree Planting
a u' e n
Total Trees
Planted
RD
9 2 30
j 1
3
NORTH P STREET
640 30
22
30
30
TOTAL STREET TREES =
53
53
B. PARKING LOT TREES
C.SHRUBS
Total Number of
ree=nt
Proeased Parkin S aces
Re
8
0
Street Tree Planting
ota m
Reguirement
Re uirement
53
X 10
530
LU
t1
r•
r•
LL
Uj
C
LU
i
LU
PROPOSED LEGEND
PROP. DRAINAGE AREA BOUNDARY
ON
PROP 2 YEAR FLOW PATTERN
O i
MANHOLE
FG 73.17
PROP FINISHED GRADE
PROP
TG 73.17
PROP TOP OF GRATE INLET
a
PROP 24" INLET (UNLESS NOTED)
TW 73 17
PROP TOP OF WALK
A2
DRAINAGE AREA
TP 73.17
PROP TOP OF PAVEMENT ELEVATION
0.38 ac.
0.71 ac.
ACREAGE
CUMULATIVE ACREAGE
TC 73.17
PROP TOP OF CURB ELEVATION
3.82 CFS
CUMULATIVE DISCHARGE
FF 73.17
PROP FINISHED FLOOR ELEVATION
IpB
PROP INLET PROTECTION BARRIER
TR 73.17
PROP TOP OF RIM ELEVATION
F F
PROP FILTER FABRIC FENCE
FL 73.17
PROP FLOWLINE ELEVATION
STORM SEWER LINE
PROP
SCE
STABILIZED CONSTRUCTION ENTRANCE
4T.RE
86357
V
PROJECT
DATE
2-19-09
REVISIONS -j
LANDSCAPE PLAN
1 " = 50'-0"
C6*0