HomeMy WebLinkAbout3337 CANADA ROAD WAREHOUSE SITE PLAN (2)STATE HIGHWAY 225
PROPOSED 6" SAN -
SEWER CONNEC77ON
TO EXISTING PRE -TAP
(EL. 8.00' NFV)
EXIST SAN SWR
12 NFL 7.9
12" S FL 7.74'
i
a
FIRE HYDRANTI ili�
PROPOSED OLEANDERS
(SEE LANDSCAPING LEC
PROPOSED 1i"
IRRIGATION METER
(SEE NOTE 15)
PP
PA
C4
Q
O
O
exsr
TJ O R=25'
� O
n U
GJ' A
ye Q
24
STORM '
a
m
" I I 3
o
FIRE HYDRANT 16
LOT 691 0 Z
WATER METER
PP
FIND 5/8" IR W/ CAP
(WILSON SURVEY GROUP)
W0 'ST 8"
�� ATERLIt•
PR EL 23.00 PR EL 22.53'
PROPOSED OLEANDERS
(SEE LANDSCAPING LEGEND)
EXIST FENCE
(TO BE RELOCATED
ALONG NORTH PROPERTY LINE)
Y--10' W/DE LANDSCAPING A
8109-03-00/8112-00-00 IN7ERCONNEC T
HARRIS COUNTY FLOOD
CONTROL DISTRICT 190' EASEMENT
H.C.C.F. NO. J892779
F.C. NO. 006-78-1464
H.C.D.R. A +/-0
-----PROP 24" CGMP
FL=1.0' ABOVE FL OF CHANNEL
(SEE HCFCD OU77-ALL DETAILS)
CHAINUNK FENCE
WEST OF PROPERTY LINE
S 89'30'29" E
(/
Z
FND. 1/2" IR W/ CAP PROP 110 LF OF
21.4 '
-
C QTFG
SEE N0IF 11 SLOPE TO
EXELL HEAD DRAIN 0509
ATCHPROP
PVMT PROP PHASE 1 (SEE DETAIL)
PA V/NGPR
lsr 38261 S FT
' -
LINE
PR EL 23.30'-
24" CGMP
FG MATCH NA GRND
rr „
TYPEA INLET
24" FL=16.00
EL 20.36'
20' BUILDIN
":SANSANITARY
a SEWER (SEE NOTE 9) PROP PHASE 2
• PA l//NG
f l4•0034, 309 SO. FT.
j I (SEE NOTE 9)
= O PROPOSED PR EL 21.41 '
SEE NOTE 10 W Q
ExlsnNc RAMP 21.95'
36" DIA. PROPANE TAN
K ,,,,,
:..• :t ` ._' :. ' ' . raa.00,
AN FG MATCH
$8.3' 23 81 I NA T GRND
X15T 4FIkE SUPP4Y FG MATCH --
w+`� �G wATERUNE.•.: -• - FG MA CH w
= EXIST PVMT PROPOSED DOOR � Ip
EXPANDED TO EXIST P MT
z
z r ,z 34.55' 9 O
12 x14
!� GRASS m p
AREA
{ I� CA
I.R.
" I.R.
SER ENO. HOUSTON, TX CAP 50 0 50
BENCHMARK INFORMATION:
FLOODPLAIN REFERENCE MARK NO. 020220 IS AN HCFCD ALUMINUM
DISC STAMPED 8109 BM 02 ON BRIDGE AT EASTBOUND FAIRMONT
PARKWAY AND SPRING GULLY LOCATED ON CONCRETE WALK, ON
"\? DOWNSTREAM SIDE OF BRIDGE IN KEYMAP 579E IN THE ARMAND
BAYOU WATERSHED NEAR STREAM B109-00-00.
ELEV. = 23.77 FEET NAVD 1988, 2001 ADJUSTED.
PROJECT BENCHMARK:
PK NAIL SET IN CENTERLINE OF SIDEWALK +/- NORTHWEST
QUADRANT OF PROJECT.
ELEV. = 22.21 FEET NAVD 1988, 2001 ADJUSTED
4
F
W
LANDSCAPING LEGEND
0PROPOSED TALL OLEANDER -293 ® 3' CENTERS
(Q PROPOSED (,2_p CALIPER OAK TREE-21 ® 30' CENTERS
O EXISTING 2" CALIPER OAK TREE-23 ® 20' CENTERS
< '' •"'` PRE-EXISTING & NON -CONFORMING /
:. 5:.�•',• SLOPE O / NON -CONFORMING USE REQUEST #NCU08-001(APPROVAL DATE 5-22-08)
�.-:; 2-STORY CONCRETE WAREHOUSE /
63,000 Sq. Ft. ORA/ 35' HEIGHT OF BLDG. (MIN 1• APPROVED IMPROVEMENTS: °) I / LL ( // SAMPLE WELLS 1. EXPAND/ENLARGE PARKING AREA
O // \ ? 2. REPAVE EXISTING PARKING AREA TO CONTROL DUST
3. PAINTING OF THE EXTERIOR WITH A NEUTRAL EARTH TONE COLOR
4. CONNECT TO THE CITY'S SANITARY SEWER AND ELIMINATE ON -SITE SEPTIC SYSTEM
CHAINUNK FENCE N /
' +/-0.1' WES OF PROPERTY UN '4 / / f 5. LANDSCAPING/SCREENING AND WEED CONTROL
XIST UNDERGROUND
. •'' - •' - ELECTRIC POWER LINE '
PR EL 23.21
/ / t PRE-EXISTING &NE)N-CONFORMITIES
EXIST DUMPSTER
15' Xt, EXIST 2" DOMESTIC / / / // // 1 1-BUILDING/WH
Q WATERLINE A� 2-FENCE ® FRONT PROPERTY LINE
2416 23• FG MATCH 3-TRUCKING SCALE
NA GRND 4-LANDSCAPING
ATER , E,TER :::: - - • "• Y.:.: i!� r • ..:. - - - _ REA LIGHT (TYP.)T
PROPANE TANK / / / v FLOO
:.
I HAVES EXAMINEDTTTHE FLOOD INSURANCE RATE MAP,
rY, 2 : •:" : •'0.: / / / / / / / // / m COMMUNITY PANEL NO. 48201 CO940 L DATED
I
EX16T•itAMp •:Ek/ST.P�tiIT. / / / // // I JUNE 18, 2007, AND HAVE DETERMINED THAT THE
'. %O •c:,.(MPfO-VEQ., . . V�2. _ TRACT HEREBY SURVEYED LIES ENTIRELY OUTSIDE THE
ACES.:Cs?:: ,•:' / / t-PERCENT ANNUAL CHANCE FLOODPLAIN.
:.
'-•� �:' ., �' .�.•..,...•:,• .. �• ';•. - r NOTE: THIS STATEMENT IS BASED ON SCALING
// / o THE LOCATION OF SAID SURVEY ON THE ABOVE
' `::''-:::: � ;, •.::: � : •• --' ,.: '� T yM., / / / REFERENCED MAP. THIS INFORMATION IS TO 8E
' /
- E>•x/�r ; :. •:'••.. •..-.;...,:,. .• - . .. •� .. `' �' �• "�•• ' •.- ...: •.: -, iT0 9EIMPRO'�'��,'• �• USED TO DETERMINE FLOOD INSURANCE RATES ONLY,
'N.OTE
LIGHT CON I INTENDED TO IDENTIFY SPECIFIC FLOOD
• .. '... / / / .. :.:.._ : `::�.: -„ ,...:: .'•. .:. ,� REA - .. ` �• • -"'s
/ AND IS NOT
.. , , 4: •. .. ,
' ar:... :, •. Y.:-:r`. :.p", .,.J. .,f`i ..i .: :.<< '4��:.}t. '.l :. c:ar .'a ..'
5 �•
. ... :...... . .. NOTES.
/ /
-' •. 15. S/-' CAS•: ...;:�- :�:;::;..�::'�.::::;:: :... .' " . •' �.' � • � - / / /
' , . ..; . ,. ; ::• . � � �; • ' • • • 1 BUILDING ORDINANCES NOW INFORCE
0 X 18 ;.IN THE CITY
SUBJECT TO THE ZONING AND/OR
:. -. .. s=-•,'+., -,�-.. •., ...-"' .:�ci, 4r...(r. •.,,,.,, "s.. LA PORTE, TEXAS.
. 20 BUILD SING LINE ; • • / / / /
F} ...
�. - •" �.:-. .. - ....--., - - ,' .'': -.. N� /ic NCE/ ORZONEFU DHERRTN ORMBUILDINTONRDCONNTACT THE CITY ANCES ARE JPIANNECT OERSOFCE
•. +/ 0.5' WEST/6F PROPA? LINE / 2. ACCORDING TO THE LA PORTS PLANNING & ZONING R
INTERPRETATION,
t.
/ G ORDINANCE No.
AREA LIGHT (TYP.) •"' o , , , /�
CHAINUNK FENCE N 89 4440' W 546.88 q� 1/T IR 4Y!/ 9AW // REFINING COMPANY BY INSTRUMENTS RECORDED THIS PROPERTY IS ZONED MEDIUM -DENSITY RESIDENTIAL (R-2).WITH
+/-0.5- NORTH OF PROPERTY LINE EXISTING TRUCKING SCALE CHAINUNK FENCE /' / / / / IN VOLUME 1178, PAGE 495 AND VOLUME 2352, BUILDING SETBACK LINES REQUIRED AS SHOWN ON THIS SURVEY.
(TO BE REMOVED) +/-0.5' NORTH OF PROPERtt LINE / / / / / / / PAGE 55 AS AMENDED IN VOLUME 2982, PAGE - FRONT SETBACK25 FEET
LOT 692
3I W.B. LAWRENCE LA PORTE
4 OUTLOTS SUBDIVISION
o VOLUME 83, PAGE 344, H.C.D.R
� O
O 03
ZILOT 707
6 H STREET (8 0 R.O. W.)
w VOL. 83, PG. 344 H.C.D.R.
UD
O
423.94'
NT) END
FAIRMONT PARKWA Y
( 2 5 0' R. 0. W.)
645 AND VOLUME 6750, PAGES 98 AND 102,
ALL OF THE DEED RECORDS OF HARRIS COUNTY, - SIDE & REAR SETBACK: 20 FEET
TEXAS AND THOSE INSTRUMENTS FILED FOR 3. SITE IS SUBJECT TO THE CITY OF LA PORTE'S ZONING ORDINANCE NO.
RECORD UNDER HARAND IS REFlLED UNDER J145115 COUNTY CLERK'S FILE
No(s). J126965 AND 1501, SEC. 106-839 AND SEC. 106-385 TABLE INSET WHICH
/ l(SEEAOTR N0/ 4)// / AND ASSIGNED TO HUMBLE PIPE LINE COMPANY I OUTLINES PARKING SPACE REQUIREMENTS WITH RESPECTIVE USES OF
BY INSTRUMENT FILED FOR RECORD UNDER SUBJECT PROPERTY, DRIVEWAY CRITERIA, AND THE CITY'S BUILDING WITH
WELLS STONE / / / / :' / / HARRIS COUNTY CLERK'S FILE No. M866826. RESPECT TO HANDICAP PARKING SPACE REQUIREMENTS.
DEVELO MENT, LLC /n $, / / / /// 4. SITE IS SUBJECT TO THE CITY OF LA PORTE'S DEVELOPMENT
H.C.C.F. 0. Y834947 / 4?° Q/ y �P/`'P/r// THCODE/SUBDIVISION
S OFFICE AT o. 1) 4 ). OR INFFORM50TI8N CONTACT
/ G/ /, 5. SITE IS SUBJECT TO THE CITY OF LA PORTE'S ZONING ORDINANCE No.
o/ 1501, SEC. 106-840, OFF-STREET LOADING REQUIREMENTS.
a o aG// 6. NO TITLE REPORT FURNISHED AT THE TIME OF THIS SURVEY. SUBJECT
/ / / /�/•'L'/ TO ANY EASEMENT OF RECORD. WE SUGGEST A TITLE SEARCH.
LOT 693 7. BEARINGS BASED ON EAST LINE OF THE CALLED 13.1848 ACRES.
8. PIPELINE LOCATION NOTED ON SURVEY BASED ON SURFACE EVIDENCE.
�// ACTUAL LOCATION AND COVER UNKNOWN AT TIME OF SURVEY.
PIPELME XRR/�/// 9. PROPOSED PAVEMENT TO CONSIST OF GS 100 FLEXIBLE BASE
MATERIAL WITH 2" ASPHALT OVERLAY.
10. ADJUSTMENT TO EXISTING TANKS SHALL BE CONSIDERED ACCORDINGLY
TO ACCOUNT FOR NEW PAVEMENT CONSTRUCTION.
11. EXISTING ON -SITE SEPTIC SYSTEM TO BE REMOVED, PLUMBING TO TIE
INTO PUBLIC SYSTEM.
12. NO INCREASE IN STORM WATER RUNOFF TO DISCHARGE TO ADJACENT
PRIVATE TRACTS.
N 89'30'29" W - 820.87' / / / / / / / 13. EXISTING PAVEMENT TO BE RESURFACED WITH 2" HOT MIX ASPHALT
(CALLED - 820.25') / / CONCRETE (HMAC).
FNo 5/e" I.R. 14. PER HCFCD, STORM WATER DETENTION IS NOT REQUIRED TO OUTFALL
W/ WEISSER ENG. HOUSTON, TX CAP THE STORM WAT RUN IN E 0 - i -00-00
CO CHA WOR N HCF D .O.W. US E
/ / ✓ / / / c� STANDARD HCFCD NOTES ACCORDAN E WITH HCFCD CRITERIA.
15. SEPARATE PERMIT REQUIRED FOR IRRIGATION INCLUDING BACKFLOW
1. NOTIFY THE HARRIS COUNTY FLOOD CONTROL DISTRICT, PROPERTY MANAGEMENT PREVENTER.
/ 1( 1 A/ �/ l ` DEPARTMENT IN WRITING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. SUBMIT T
/ CD
HCFCD 48 HOUR PRE -CONSTRUCTION NOTIFICATION FORM AND A COPY OF THE APPROVAL
CONSTRUCTtONDRAWLNGS TO HCFCD, 9900 NORTHWEST FREEWAY, HOUSTON, TEXAS 77092,
/ CJ Ib ATTENTION: PROPERTY MANAGEMENT DEPT.
tK 2. ENGINEER SHALL SUBMIT LETTER AND RECORD DRAWINGS TO HARRIS COUNTY
FLOOD CONTROL DISTRICT CONSTRUCTION DEPARTMENT REQUESTING
INSPECTION AND ACCEPTANCE OF ITEMS CONSTRUCTED IN HARRIS COUNTY FLOOD
ABC TREDCO, INC. P CONTROL DISTRICT RIGHT-OF-WAY. PRIOR TO REQUESTING INSPECTION, THE
H.C.C.F NO. H156060 LOT'DRAINAGE RIGHT-OF-WAY AND/OR EASEMENTS SHALL BE STAKED AND FLAGGED.
H.C.D.R. 706 3. PROTECT, MAINTAIN AND RESTORE EXISTING BACKSLOPE DRAINAGE SYSTEMS.
4. BACKSLOPE SWALE AND INTERCEPTOR STRUCTURE ELEVATIONS AND LOCATIONS SHOWN
IN THESES PLANS ARE APPROXIMATE. FINAL ELEVATIONS AND LOCATIONS SHALL BE
FIELD VERIFIED BY THE ENGINEER PRIOR TO INSTALLATION.
5. ESTABLISH TURF ON ALL DISTURBED AREAS WITHIN THE CHANNEL OR DETENTION
RIGHT-OF-WAY, EXCEPT THE CHANNEL BOTTOM AND WHERE STRUCTURAL EROSION
MEASURES ARE USED. MINIMUM ACCEPTANCE CRITERIA ARE 75% COVERAGE OF LIVE
BERMUDA GRASS AND NO EROSION OR RILLS DEEPER THAN 4".
6. BACKFILL IN ACCORDANCE WITH THE HARRIS COUNTY FLOOD CONTROL DISTRICT
w SPECIFICATION, SECTION 02315- EXCAVATING AND BACKFILLING OR EQUIVALENT.
z
7. EXCAVATE CHANNEL FLOWLINE TO DESIGN ELEVATION AS SHOWN ON PLANS AND
w DOWNSTREAM, AS NECESSARY, TO ENSURE NO WATER IN STORM SEWER DURING "DRY"
o CONDITIONS. �OF.
-24.00' 8. MAINTAIN FLOW IN CHANNEL DURING CONSTRUCTION AND RESTORE CHANNEL TO ORIGINAL
CONDITION.9Jp
i*' %
PAENT
9. REMOVE ALL EXCAVATED MATERIAL FROM THE HARRIS COUNTY FLOOD CONTROL DISTRICT /" ..................:'/
VEM ,. K.L. SHEBLAK
OR DRAINAGE RIGHT-OF-WAY. NO FILL IS TO BE PLACED WITHIN A DESIGNATED FLOOD 4-0 i
22.00' PLAIN AREA WITHOUT FIRST OBTAINING A FILL PERMIT FROM THE APPROPRIATE ' 79787
10 FT -.y 10. OBTAIN JURISDICTIONAL AUTHORITY.
AND COMPLYW WITH APPLICABLE CITY, COUNTY, STATE AND FEDERAL
�
A- A PERMITS AND APPROVALS, WITH ASSISTANCE FROM ENGINEER, IF NECESSARY.
NTS
ti
E
41
14 SPENCER HIGHWAY
PROJECT E
NA LOCATION v
d
le U
yd FAIRMONT PARKWAY
KEY MAP 578 D
(NOT TO SCALE)
SURVEY INFORMATION IDENTIFIED ON THIS PLAN SHEET PROVIDED BY LAND SURVEYING,
INC., 7438 WE, DEAR PARK, TEXAS
LANDSCAPING REQUIREMENTS:
TOTAL AREA = 272.850 SO. FT.
TOTAL BUILDING = 63,000 SQ. FT.
DIFFERENCE = 209,850 SO. FT.
REQUIRED = 209,850 SQ. FT. X 6% = 12,591 SQ. FT.
LANDSCAPING PROVIDED:
EXISTING: 10' X 463' = 4,630 SO. FT. TREES/PROPOSED SHRUBS ALONG/WITHIN
CANADA ROAD R.O.W.
PROPOSED: 10' X 450' = 4,500 SQ. FT. TREES/SHRUBS ALONG NORTH PROPERTY
90' X 40' = 3,600 SO. FT. TREES/SHRUBS AT N.W. CORNER OF PROPERTY
TOTAL PROVIDED: 4,630 + 4,500 + 3,600 = 12,730 SQ. FT.
NOTE: LANDSCAPING TO INCLUDE IRRIGATION
MINOR DFVFI OPMFNT SITE PI AN (CURRENT DEVELOPMENT -SITE IMPROVEMENT ONLY)
TYPE OF DEVELOPMENT
WAREHOUSE (PRE-EXISTING & NON -CONFORMING)
70NF• R-2 MEDIUM - DENSITY RESIDENTIAL
PARI(ItJC•
SPACES REQUIRED = 4+(3/1000SF OFFICE)+1/1.5 NON -OFFICE EMPLOYEES
+ 1 /OFFICE EMPLOYEES
OFFICE = 2,400 SFx3/1000 = 8
NON -OFFICE EMPLOYEES = 210/1.5 = 14
OFFICE EMPLOYEES = 30/1 = 3
TOTAL REQUIRED = 4+8+14+3 = 29
SPACES PROVIDED = 32 (30+2 HC)
THIS IS TO CERTIFY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED
THIS SITE PLAN DEVELOPMENT OF THE PROPOSED MINOR DEVELOPMENT
SITE PLAN FOR 3337 CANADA ROAD SITE IMPROVEMENTS IN CONFORMANCE
WITH THE ORDINANCES OF THE CITY OF LA PORTq6CD1TOR,
BY-`- - ----------
lA POR
PLANNING DEPARTMENT
ATTEST: (� _
BY __-�_"Qf
LA PORTE CITT ENGINEER
FILING DATE:
PLAT ACCURACY CERTIFICATE
I, KENNETH L. SHEBLAK, AM REGISTERED UNDER THE LAWS OF THE STATE OF
TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND HEREBY CERTIFY THAT
THE ABOVE SITE PLAN IS TRUE AND CORRECT, AND THAT ALL BEARINGS, DISTANCES,
ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE
PLAT.
KENNETH L. SHEBLAK
--- �--`f--zc&/lL-----------
KMS Engineering, LLP
2550 GRAY FALLS - SUITE 215
281-598-0000 HOUSTON, TEXAS ZIP 77077
MINOR DEVELOPMENT SITE PLAN
DEVELOPMENT NAME: 3337 CANADA ROAD WAREHOUSE
SITE ADDRESS: 3337 CANADA ROAD
OWNER: TEXAS CARGOWAYS, LLC
DEVELOPER: 3337 GP-L.L.C.
ZONED: R-2 MEDIUM -DENSITY RESIDENTIAL
TYPE OF DEVELOPMENT: COMMERCIAL
ENGINEER: KENNETH L. SHEBLAK
SITE PLAN
6.2638 ACRES BEING A PORTION OF
OUTLOTS 692 & 693 OF THE W. B. LAWRENCE
LA PORTE OUTLOTS SUBDIVISION,
HARRIS COUNTY, LA PORTE, TEXAS
VOLUME 83, PAGE 344
DEED RECORDS OF HARRIS COUNTY, TEXAS
WILLIAM M. JONES SURVEY A-482
DRAWN BY: AJC SCALE: 1"=50'
CHECK BY: KLS DATE: JUNE, 2008
PROJECT No. 01804-0801 SHEET 1 OF 4
REMOVE EXISTING PIPE WRAP JOINT WITH DOUBLE WIDE COUPLER TO
TOPSOIL OVER RIPRAP 10 FT. MIN. INTO SLOPE 1 �' 1 �' ENGAGE A MINIMUM OF FOUR
30 X 12 IN.
— ASPHALT FELT. MIN. MIN. co CORRUGATIONS ON EITHER
TIMBER BENT FOR OUTFALLS 48 IN. DIA. Pl�llSEE TYPICAL SIDE OF THE JOINT.
AND LARGER. SEE NOTE 4 AND CONCRETE NEW PIPE 5 Ff. MIN.
`V� N TIMBER BENT DETAIL. COLLAR DETAIL I
BE LOCATED ON CROWNS
O� INTO SLOPE
I I SEE NOTE 9, STAINLESS STEEL BANDS TO
�O CMP SEE NOTE 2.
✓,' .' OF CORRUGATIONS (TYP.).
D/2 (TYP.) �
SEE1N& 6. CMP OR HDPE 6 IN.
SEE NOTE 2.
MIN.
120'
CHANNEL D EXISTING
BOTTOM 30' PIPE
z
ca �
MANHOLE
CEMENT STABILIZED SAND
PLAN TO SPRINGLINE. SEE NOTE
MAINTENANCE BERM 3 FT. MIN. 3. SECTION
CMP OR HDPE. SEE NOTE 2. 3: MANHOLE
BEDDING
TIMBER BENT FOR OUTFALLS ��. CMP D ETAI L
48 IN. DIA. AND LARGER. SEE �i ��-
TIMBER BENT DETAIL. SEE NOTE 4.
IF CONCRETE LINED, A
EXISTING
NOTE 7. �� EXISTING PIPE z 1/2 IN. PIPE
MAX.
SEE NOTE 3. CONCRETE COLLAR
/, ��� A 1.5 O.D. + 12 IN. MIN. D ETA) L
SLOPE 6 IN.
6 IN. MIN. ALL
20 FT. (MIN.) AROUND (TYP.)
FABRICATED -
ELBOW ;' :.`
SECTION EXISTING
SEE NOTE 3.
PIPE ADJUSTMENT DETAIL " z ' ' PIPE
`- � .:;, `•'� Z � HIGH DENSITY CORRUGATED
INCH TO 42-INCH D IAM ETE:R POLYETHYLENE HDPE SMOOTH
.:..,. •..:•..:....:.. : •:, . � SEE NOTE 9•
CEMENT STABILIZED SAND BEDDING CONCRETE
REMOVE EXISTING PIPE ALL AROUND PIPE SEE NOTE 3.
10 FT. MIN. INTO SLOPE SECTION PIPE DETAIL
A
TOP OF TIMBER BENT
\� BEDDING HDPE EXPOSED ABOVE SL60PT
FABRICPIPE DETAIL MAX.
�ELBOWATED ,
\� SEE NOTE 8. I TIMBER BENT FOR OUTFALLS 48 IN. DIA.
SEE NOTE 6.
�i 1 FT. EXISTING PIPE AND LARGER. SEE TIMBER BENT DETAIL.
�
7 SEE NOTE 7. CMP OR HDPE '
- :. — — — NOTE 2. SEE
r— SEE NOTE 7. EXISTING PIPE
• I
SEE NOTE 3. D CONCRETE
6D OR TOP OF SLOPE 6 IN. A
PIPE ELEVATION ON
OPPOSITE BANK,
WHICHEVER IS SMALLER. SECTION
TYPICAL STORM SEWER OUTFALL
STRUCTURE LAYOUT
SEE NOTE 6.
CL CHANNEL
—o
' p D
A --6�----o . •-per A
pD D
D D D
D D
TOPSOIL OVER RIPRAP
PLAN
— FT.
k•a
_ IN.
NOTE:
TOE -IN RIPRAP
ACROSS CHANNEL SECTION
BOTTOM & UP A
SLOPE. DO NOT PLACE TOE
AGAINST CONCRETE.
:T `T .:::' ::..'cc,`•:;' •• "' ',<:: : ` SEE NOTE 3. SEE TYPICAL CONCRETE
••' COLLAR DETAIL.
II SLOPE 6 IN. A
20 FT. (MIN.)
U FABRICATED ELBOW
SECTION
PIPE ADJUSTMENT DETAIL
NOTE:
T MAT THICKNESS)
IN. GRADE
IIIIIIII,
B SECTION
crr ,.Inrr -�
JL" IVV I" V.
LINED PIPE.
■ PIPE
■ ,
COUPLER DETAIL
SEE NOTE 3.
- 8 IN. DIA. PILE
TYPICAL SECTION
GALVANIZED
BOLT
4 IN. X 12 IN.
TIMBER
5 FT.
INTO SLOPE 2 FT. MIN.
BAND
COUPLER
■ m
lll
• ■ ■
PIPE DIA.
VARIES
0
8 IN. DIA. PILE GALVANIZED "
BOLT
SEE NOTE 4.
ELEVATION
STORM SEWER OUTFALL NOTES:
1. INSTALL OUTFALLS 48 INCHES OR LARGER, AND STORM SEWER AND TREATMENT
PLANT OUTFALLS OF ANY DIAMETER, WITH RIPRAP EROSION DIMENSIONED AS SHOWI
IN "TYPICAL STORM SEWER OUTFALL STRUCTURE LAYOUT.'
2. STORM SEWER OUTFALL PIPES WITHIN THE HCFCD RIGHT-OF-WAY
SHALL BE CMP OR HDPE IN ACCORDANCE WITH SPECIFICATION SECTION
02642-CORRUGATED METAL PIPE, HIGH DENSITY POLYETHYLENE PIPE
(HDPE) IN ACCORDANCE WITH SPECIFICATION SECTION 02505-HIGH DENSITY
POLYETHYLENE PIPE, OR APPROVED EQUAL.
3, PROVIDE AND PLACE CEMENT STABILIZED SAND IN ACCORDANCE WITH SPECIFICATIO
SECTION NO. 02321-CEMENT STABILIZED SAND.
4, TIMBER BENTS SHALL BE IN ACCORDANCE WITH SPECIFICATION
SECTION 02464-TIMBER BENTS.
5, STORM SEWER OUTFALLS SHALL BE IN ACCORDANCE WITH
SPECIFICATION SECTION 02316-STRUCTURAL EXCAVATING AND BACKFILLING.
6, RIPRAP SHALL BE PLACED IN ACCORDANCE WITH SPECIFICATION
SECTION 02378-RIPRAP AND GRANULAR FILL. FILL RIPRAP VOIDS AND
BURY RIPRAP A MINIMUM OF 6 INCHES WITH TOPSOIL ON SIDE SLOPE
AS DIRECTED BY THE ENGINEER.
7. SET FLOWLINE OF OUTFALLS 1 FOOT ABOVE CHANNEL FLOWLINE OR 1 FOOT ABOVE
NORMAL WATER SURFACE ELEVATION.
8. SEE CONCRETE CHANNEL LINING DETAIL SHEET FOR CMP OR HDPE OUTFALL DETAIL
THROUGH CONCRETE CHANNEL LINING.
9. STRUCTURAL CONCRETE #4 BARS (GRADE 40) 12 INCH O.C. EACH
WAY - FOR COLLARS ONLY.
THIS DETAIL SHEET HAS BEEN PREPARED FOR USE ON HCFCD
PROJECTS OR PROJECTS TO BE MAINTAINED BY THE HCFCD
WHEN COMPLETED BY OTHERS. AN ENGINEER WHO INCORPORATES
THE DETAILS ON THIS SHEET BECOMES RESPONSIBLE FOR ITS USE IN
THE END PRODUCT IN ACCORDANCE WITH RULE 137.38 (b) AND (c)
OF THE TEXAS STATE BOARD OF REGISTRATION FOR PROFESSIONAL
ENGINEERS.
(E. OF
j*..................b./
K.L,SHEBIAK
p•. 79787
lllll!1ss\oNA`0.6�� !'
oo�
P.E. SEAL AND SIGNATURE
9
•
•
s
•
o >
OfY
� O U �
w w a_
U Q
J n
J nK
a_
z
N
W4
o
0
o
m
N
TIDW ioill01 �91
fim
9900 Northwest Freeway
Houston, Texas 77092
DATE: JUNE, 2008
SCALE: NTS
SHEET NUMBER
2 OF 4
III:;
ME
PP
FIRE HYDRANT
LOT 691 F3
WATER METER
PP
FND 5/8- IR
(WILSON SURVEY
IPB
/
/
/
I
WELI.S STONE
DEVELCPMENT, LLC
H.C.C.F. NO. Y834947 / �'r y! //
ci' �a�/��v/z'
3
47`y�P��///
o LOT 692
/ / / / / �.�/ / LOT 893
/
PIP
ELME
/
N 8930'29" W - 820.87'
D 1/2- IR W/ CAP (CALLED - 820.25)
W/ WEISSER ENO. HOUSTON TX CAP
3 W.B. LAWRENCE LA PORTE / �A/A/ j/ �J�
OUTLOTS SUBDIVISION
i� VOLUME 83, PAGE 344, H.C.D.R. / `l,
O � O
O ABC TREDCO, INC. `� P
z H.C.C.F NO. H156060
LOT 707 LOT 706
H.C.D.R.
m H STREET (B 0' R. O. W.)
m VOL. 83, PG. 344 H.C.D.R.
n
O
423.94'
0) FND
FAIRMONT PA R K W A Y
( 2 5 0' R. 0. W . )
/
/
/
/
FA
iai�iii N
X FF FILTER FABRIC FENCE
1 P B INLET PROTECTION BARRIER
Tirol [s�:ln nice
/
0 1
wwsna eanne O :TEA
99Ii00 N_5f
d iPAt
-ne
'Tmmi
Gfu = 5[CIFJN
'l—
_
{n E11 MPn W U,A a
y
i) F�lfMiOhW:E nFi.xlS,
$ri01[>j09PHi
artAiF- 19r. r.x: 9tb
t'iB'A-A78[
TLtVF- >T� I � ' ilp
Jt.T- J_:f l3S 193ky
�6ATmWAl/H
a
I A :LVz
:A9I'l !? el; IC Mal VYJ&
P qj �vp SPF^IMATYN
W
:WY,e,EC FGI/.
FILTER
STAKES.1. SET POSTS AT REQUIRED SPACING. Z EXCAVATE A 4* X 4' TRENCH UPSLOPE
ALONG THE LINE OF
FLO
FLOW
3. ATTACH FILYER MATERIAL TO STAKES AND 4. 8ACKRU- AND COMPACT THE EXCAvATED SOIL
EXTEND TRENCH.
mrurniLan') nnur!u�an'I .
i_limwnlit.enpuuu2p'j 11 /driiiWnl�r e'!gUiudn�j. 11
igl�lnl%n6r pll?uriAa�!Ye�4ur!llPnlW ,: vdllinl%l ur N�llirW,ilUT.i�lrOrlrrgliiYW .,.
�'1n11r1B@r Wii�lNr�r[N!udUi!I�nL1rrliaj "�li!wldLir WuLliii�'-gyp tnlpLiglylgLlrrq;j
. �rrOrnregrruiu(�in�nUr - vruuTiippAWllf,�iill�iijar
a�illrlp�lpll � ( = 0r1�lll�lllf I
_r _r
FLOW FLOW
EXTENSION OF FABRIC ALTERNATE V-7RENCH
INTO TRENCH.EXIENSION OF 1 TRENCH
FFL
ILTER , . I'l III (Ill FILTER '4Vr WIN
IiIIII lIl
,a, a:. NOTES:
SPACING.1. POSTS TO BE SET AT 3-FOOT MAXIMUM ,-
SHOULDPREASSEMBLED FENCE AND SUPPORT NETIING IS USED. SPACING x— —x
OF POSTS MAY BE INCREASED TO B-FEET MAMMUM.
Z YMEN TWO SECTIONS OF FILYER CLOTH ADJOIN EACH OTHER. IHEY
BE OVERLAPPED «a. AT THE POSM, AND FOLDED. SYMBOL
K.L. SHEBLAK
50 0 50
BENCHMARK INFORMATION:
FLOODPLAIN REFERENCE MARK NO. 020220 IS AN HCFCD ALUMINUM
DISC STAMPED B109 BM 02 ON BRIDGE AT EASTBOUND FAIRMONT
PARKWAY AND SPRING GULLY LOCATED ON CONCRETE WALK, ON
DOWNSTREAM SIDE OF BRIDGE IN KEYMAP 579E IN THE ARMAND BAYOU
WATERSHED NEAR STREAM B109-00-00.
ELEV. = 23.77 FEET NAVD 1988, 2001 ADJUSTED.
PROJECT BENCHMARK:
PK NAIL SET IN CENTERLINE OF SIDEWALK +/— NORTHWEST QUADRANT
OF PROJECT.
ELEV. = 22.21 FEET NAVD 1988, 2001 ADJUSTED
SURVEY INFORMATION IDENTIFIED ON THIS PLAN SHEET PROVIDED BY LAND SURVEYING,
INC., 7438 EVIE, DEAR PARK, TEXAS
VOUI(ROL � PROP INLET
SECTION A -A
: rI - T-k- -;,: TZ-2 1 -,
A
J
wm
SAND
PAVING
I. DESIGN THICKNESS OF PAVING N/A
11. STABILIZED SUBGRADE TO A DEPTH OF
111. DESIGN STRENGTH OF CONCRETE cjl—_
IV. TYPE AND PLACEMENT OF STEEL:
NOTES:
I - N TO BE COMPLETED ONLY IF PAVING IS TO BE ACCEPTED BY HARRIS COUNTY
DRIVEWAYS
I. NUMBER OF DRIVEWAY APPROACHES PROPOSED: N/A
11. HARRIS COUNTY STANDARn nRIVFwAY nFTAII APPFARc
NOTES:
I - It TO BE COMPLETED ONLY IF PROJECT ENTAILS CONSTRUCTION OF DRIVEWAYS
AT TIME OF DEVELOPMENT
FIRE APPARATUS ACCESS ROAD
❑ REQUIRED AND SHOWN ON SHEET(S)
X NOT REQUIRED DUE TO EXISTING SITE
CURBING
I. ISLANDS AND MEDIANS REQUIRE STANDARD 6" CURBING
II. ❑ STANDARD 6" CURBING PROPOSED
❑ 4" x 12" CURBING PROPOSED
❑ 6" OR 4" x 12" ALLOWED EXCEPT AT MEDIANS AND ISLANDS
TRAFFIC CONSIDERATIONS
I. MEDIAN CUTS
X NO MEDIAN CUT OR RELOCATION IS PROPOSED
❑ MEDIAN MODIFICATIONS ARE SHOWN ON SHEET
II. LEFT HAND TURN
X NO LEFT TURN LANE IS PROPOSED
❑ LEFT TURN LANE IS SHOWN ON SHEET
III. TRAFFIC CONTROL PLAN
X NO WORK IN THE RIGHT OF WAY IS PROPOSED THAT
WOULD INTERFERE WITH TRAFFIC FLOW
❑ TRAFFIC CONTROL SHOWN ON SHEET
IV. EXISTING TRAFFIC CONTROL
❑ DEVICES SHOWN ON PLANS (T.C. BOXES AND LOOPS)
NOTES:
I - III TO BE COMPLETED FOR ALL PROJECTS
6. STORM WATER QUALITY
I. CONSTRUCTION PROTECTIVE MEASURES.
® SWPPP SITE PLAN AND DETAILS ON SHEET(S)
2, SUBDIVISION DRAINAGE 3 SITE DRAINAGE
NRSIDE
M SEWER
DITCH
❑ CITY OF NSTON
❑ OTHER
DRAINAGE SY)EW
TFALL
❑ TO DETEO
❑ DETENTIOD MA AINE Y _
❑ TO HCFCNAGE D NIT N0.
❑ TO HARRNTY ROA DE DITCH
ROAD N
❑STATIC W.S.EFALL _❑ PROPOSED SW S SUBMERGSTORM WATELCAPACITY AD TO TRACT FROM D. A.FROM DRAIEA MAP DATED:
PREPARED
ACTUAL OUIIIIIAII RATE:
• (OTHER THAN SUBDIVISION TYPE PROJECTS)
1. PROPOSED DRAINAGE AREA
El NEW DEVELOPMENT AREA:
Q RE -DEVELOPMENT AREA (AMOUNT INCREASED
IMPERVIOUS AREA): 1.67 AC
11. DI fENTION VOLUME (DRY BASIN)
NEW AREA X n.65 = ACRF-FEET
DETENTION REQUIRED
FREQUENCY PROPOSED VOLUME = 0 ACRE FEET
(CFS)
(CFS)
V. DRA GE SYSTEM FLOW RATE
F PRIOR TO DETENTION: CFS
OW AFTER DETENTION (IF REQUIRED): XCFS
N
I REQUIRED ON ALL SUBDIVISION TYPE PROJECTS INCLUDING MANUFACTURED HOME PARKS.
Ill. OUTFALL
OUTFALL TO ❑ ROADSIDE DITCH
❑ STORM SEWER
X OTHER B109-03-00/B112 -02-00 INTERCONNECT
STATIC W.S.E. ® OUTFALL IS
ROADSIDE DITCH OUTFALL:
ROAD FRONTAGE X 0.0088 = __(CFS) ALLOWABLE OUTFALL
PROPOSED OUTFALL RATE:
TnlsER OUTFACE
CAPACITY A TRACT FROM D. A. MAP: — S
FROM DRAINAGE AREA MAP
PREPARED BY:
ALL RATE:
IV. PUMPED DETENTION FACILITIES
tM} HAT GRAVITY FLOWS: ACRE FEET
VOLUME THA PED: _ ACRE FEET
ENTRANCE VELOCITY INTO H
OR STORM SEWER: _
PUMP SP IONS AND OPERATING PLAN
ON SHEET
V. FLOW RESTRICTOR SIZE
OUTFALL PIPE SIZE: 24"
RESTRICTOR PIPE SIZE: N/A
VI. ❑ PROPOSED STORM SEWER IS SUBMERGED.
NOTES:
I. REQUIRE) FOR ALL PROJECTS OTHER THAN SUBDIVISION TYPE PROJECTS. DEVELOPMENT AREA INCLUES
ALL AREA WIERE BUILDING, PAVING OR GRADING WILL OCCUR. AREAS NOT INCLUDED BUT WITHIN
THE PROPERTY'S BOUNDARIES MUST BE DELINEATED AS A "NO WORK' AREA ON THE DRAWINGS.
R. - V. REQUIRED WHEN PROPOSED FACILITY WILL INCREASE THE AMOUNT OF RUNOFF INTO A COUNTY
DRAINAGE DITCH, ROADSIDE DITCH OR STORM SEWER. IF ANALYZED AND THE RECEIVING DRAINAGE
STRUCTURE HAS CAPACITY IN THE FULLY DEVELOPED CONDITION OF THE AREA IT SERVES,
NO DETENTION IS REQUIRED.
FLOOD CONTROL DISTRICT CRITERIA
I. DETENTIO wMMARY
STORMWATER DETENTION BASIN ROUTING TABLE
DETENTION BASIN NDRAINAEA = ACRES
RAINFALL EVENT PROBABILITY
PRE- OPED PEAK
RUN FS
POST -DEVELOPED PEAK
RUNOFF CFS
DETENTION BASIN
PEAK OUTFLOW CFS
MAXI ATER
SUR ELEVATION'
PEAK STORAGE
VOLUME AC -FT
STORAGE RATE
AC -FT PER AC
10% EXCEEDANCE (10-YEAR)
1% EXCEEDANCE (100 YEAR)
❑
II. APPLICABILITY
FOR PERMANENT
FEATURES.
ADDITIONAL CRITERIA FOR PUMPED DETENTIO
SIt
❑
EXEMPT NEW DEVELOPMENT
OF LESS THAN 5
ACRE PARCEL.
VOLUME OF PUMPED 1% EXCEEDANCE STORAGE VOLUME
MAXIMUM DESIGN OUTFLOW VELOCITY INTO HCFCD CHANNEL
❑
EXEMPT REDEVELOPMENT OF A 5 ACRE OR LARGER PARCEL WHERE
DRAIN TIME FOR BASIN = HOURS BASED ON
TOTAL IMPERVIOUS SURFACE
(EXISTING PLUS
PROPOSED) IS LESS THAN 1 ACRE.
STORMWATER
ISI
EXEMPT "GRAND FATHERED"
BY AN EXISTING
STORM SEWER LINE.
»
»
REPORT TITLE
STORM WATER QUALITY MANAGEMENT PLAN HAS BEEN/WILL BE INCLUDED IN A
SEPARATE SUBMITTAL ENTITLED _ REPORT DATE
❑ "STORM WATER QUALITY MANAGEMENT PLAN" INCLUDED. SWQMP SITE PLAN ON DATE OF ACKNOWLEDGEMENT BY HCFCD OR
SHEET(S)
IIL' STORM WATER QUALITY FEATURES.
❑ VEGETATIVE CONTROLS USED: (FILTER STRIP, GRASSY SWALE, URBAN FORESTRY)
FIRM
% TAL VOLUME
REPORT
HEAD CONDITIONS.
DETAILS AND CALCULATIONS APPEAR ON SHEETS) _____STORMWATER D ION FOR THE PROPOSED WORK CONTAINED IN THESE PLANS IS PROVIDED
❑ POND STRUCTURE USED (WET, DRY, WETLANDS) DETAILS AND CALCULATIONS PLAN TITLE
APPEAR ON SHEET(S)
❑ HYDRODYNAMIC TYPE SEPERATOR MODEL:
❑ OTHER(S):
TOTES:
- 11 REQUIRED ON Nj PROJECTS, III IF NOT EXEMPT OR "GRANDFATHERED�
9. WHEEL CHAIR RAMPS / SIDEWALK
WHEEL CHAIR RAMPS PROPOSED YES ❑NO x
SIDEWALKS PROPOSED YES 19.0
NOTE: IF A MAJOR CATEGORY ON THIS
SHEET IS NOT REQUIRED FOR THE PROJECT,
11X" THROUGH THAT ENTIRE SECTION.
CATEGORY (6) MUST BE COMPLETED.
ENGINE;M DATE SIGNED BY HCFCD
11. HCFCD STANDARD NOTES: SEE SHEET 10F THESE PLANS.
III. HCFCD STANDARD DETAILS: SEE SHEET THESE PLANS.
IV. REFER TO PLAN SHEETS 1 FOR EXISTING AND PROPOSED RIGHT
OF WAY DELINEATION AND COMPLETE RECORDING INFORMATION TO INCLUDE
CLERKS FILE NUMBERS, TYPE OF ESTATE (e.g., DRAINAGE EASEMENT,
FEE STRIP, ETC.) AND GRANTEE (e.g. COH, HCFCD, PUBLIC, TXDOT, ETC.)
NOTES
I. COMPLETE ONLY IF HCFCD OR HARRIS COUNTY IS REQUIRING DETENTION.
IL COMPLETE ONLY IF PROJECT HAS WITHIN IT OR IS IMMEDIATELY ADJACENT TO AN EXISTING OR
PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN.
III. COMPLETE ONLY IF PROJECT INCLUDES NEW OUTFACE, BACKSLOPE INTERCEPTOR OR OTHER
RELATED WORK WITHIN AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN.
IV. COMPLETE ONLY OF PROJECT HAS WITHIN OR IMMEDIATELY ADJACENT TO IT AN EXISTING
OR PROPOSED PUBLIC DRAINAGE CHANNEL OR DETENTION BASIN.
PLANS:
4.
WATER AND WASTEWATER
I. TYPE OF SERVICE PROPOSED
�I
MUNICIPALITY: CITY OF LA PORTE
❑
MUNICIPAL UTILITY DISTRICT:
❑
OTHER DISTRICT:
❑
PRIVATE WATER AND WASTEWATER SYSTEMS
❑
PRIVATE WATER SYSTEM AND INDIVIDUAL OSSF
❑
INDIVIDUAL WATER WELL AND OSSF
❑
OTHER:
❑
NO UTILITIES ARE PROPOSED,
II. PROOF OF CAPACITY
❑
LETTER FROM DISTRICT AUTHORIZING SERVICE
AND CONNECTION
❑
TCEQ APPROVAL FOR WATER SYSTEM AND
PERMIT FOR WASTEWATER SYSTEM.
❑
TCEQ APPROVAL FOR WATER SYSTEM AND
OSSF FEASIBILITY REPORT
❑
OSSF FEASIBILITY REPORT WHICH CONSIDERS
INDIVIDUAL WELLS
III. AMOUNT OF FLOW
❑ RESIDENTIAL: i OTS OR UNITS
❑ COMMERCIAL: AVERAGE DAILY FLOW
❑ OTHER:
NOTES:
I. COMPLETE FOR ALL PROJECTS
IL COMPLETE FOR ALL PROJECTS.
III. COMPLETE ONLY IF TCEQ DISCHARGE PERMIT IS PROPOSED
$, FLOOD PLAIN STATUS
I. GENERAL INFORMATION
FIRM PANEL(S) FOR PROPERTY: 48201 C 0940 L
FIRM PANEL(S) DATE: JUNE 18,2007
STATUS OF PROPERTY ON MAP
❑ LOCATED IN UNSHADED ZONE "X"
X ENTIRELY LOCATED IN SHADED AND UNSHADED ZONE "X"
❑ LOCATED PARTIALLY IN ZONE "AE" DELINEATE
ON CONSTRUCTION DRAWINGS (DRAINAGE LAYOUT)
❑ LOCATED ENTIRELY IN ZONE "AE" (INDICATE
BASE FLOOD LEVEL ON CONSTRUCTION DRAWINGS)
❑ OTHER
❑ SITE REMOVED FROM FLOODPLAIN BY LOMA
OR LOMR-F CASE NO._
FLOOD HAZARD RECOVERY DATA
X FLOOD HAZARD RECOVERY DATA AVAILABLE AND UTILIZED
(PROVIDED INFORMATION BASED ON 1973 AND 2001 ADJUSTMENTS).
❑ FLOOD HAZARD RECOVERY DATA NOT AVAILABLE.
ELEVATION INFORMATION
BENCHMARK USED
X FEMA RM benchmark
❑ HARRIS-GALVESTON COASTAL SUBSIDENCE DISTRICT
BENCHMARK (FOR COASTAL AREAS)
❑ OTHER
DESCRIPTION OF BENCHMARK INCLUDING ELEVATION, DATUM AND
YEAR OF ADJUSTmRW NO. 020220 IS AN HCFCD ALUMINUM DISC
STAMPED 8109 BM 02 ON BRIDGE AT EASTBOUND FAIRMONT PARKWAY
AND SPRING GULLY LOCATED ON CONCRETE WALK ON DOWNSTREAM
SIDE OF BRIDGE IN KEYMAP 579E IN THE ARMAND BAYOU WATERSHED
NEAR STREAM B109-00-00. ELEV. = 23.77 FT NAVD 1988 2001 ADJ.
11. FLOOD PLAIN DETERMINATION BASED ON GROUND ELEVATION
® PROPERTY LIES ENTIRELY ABOVE THE BASE FLOOD LEVEL
AND IN ZONE "X" (SHADED OR UNSHADED)
❑ PROPERTY LIES PARTIALLY BELOW THE BASE FLOOD
LEVEL (MUST BE DELINEATED ON TOPOGRAPHIC SURVEY)
III. FLOODPLAIN STORAGE SUMMARY (APPLIES ONLY TO PORTION OF LAND LOCATED WITHIN
FLOODPLAIN AS
DELINEATED BY FIRM PANEL).
A. TOTAL VOLUME OF MATERIAL PROPOSED TO BE PLACED WITHIN THE FIRM
DELINEATED FLOODPLAIN (FILL, BASE, CONCRETE, ASPHALT, ETC.):
i.e., BELOW ELEVATION ___(79 _ADJ.) CUBIC YARDS
B. TOTAL VOLUME OF MATERIAL PROPOSED TO BE REMOVED FROM THE FIRM
DELINEATED FLOODPLAIN:
i.e., BELOW ELEVATION _(J 9 ADJ.) CUBIC YARDS
NOTES:
I. COMPLETE FOR ALL PROJECTS
IL COMPLETE ONLY IF PROJECT IS ADJACENT TO 100-YEAR FLOOD PLAIN
IV. ❑LOMR REQUIRED
VERIFIED BY:
IAA-R-RIS COUNTY FrF
.::K..:a �AkPUBLIC INFRASTRUCTURE DEPARTMENT
/ -A 79787
EXPRESS REVIEW SHEET, //III��SCONAL EG\
DATE
5. DESCRIPTION OF PROPERTY
1y
I. LEGAL DESCRIPTION / PLAT NAME (PROPOSED OR RECORDED
6.264 ACRES BEING A PORTION OF OUTLOTS 692 & 693 OF THE W. B.-
LAWRENCE LA PORTE OUTLOTS SUBDIVISION HARRIS COUNTY LA PORTS TEXAS
❑ NEW PLAT LOCATED IN THESE SURVEYS:
❑ REPLAT OF RECORDED SUBDIVISION OR RESERVE
KNOWN AS
i
If. ADJACENT ROADS CANADA ROAD
III. JURISDICTIONS
❑ CITY OF HOUSTON
CITY OF LA PORTE
❑ ETJ, CITY OF
❑ UTILITY DISTRICT:
❑ OTHER:
IV. HCAD ACCOUNT NOS. (ALLY
NOTES
I., III., IV., COMPLETE FOR ALL PROJECTS
It. COMPLETE ONLY IF PROJECT IS LOCATED ADJACENT TO A PUBLIC OR PRIVATE ROAD.
HCPID SIGNATURE BLOCK
PROJECT KNOWN AS:
3337 CANADA ROAD WAREHOUSE
SITE IMPROVEMENT
WAS ACCEPTED BY THE FOLLOWING GROUPS FOR THE PURPOSES LISTED BELOW:
ENGINEERING DIVISION
BY INTERPOSE NO OBJECTION DATE
BY AS TO PAVING AND/OR DRAINAGE ONLY DATE
By AS TO LOCATION OF ITEMS IN COUNTY RIGHT OF WAY DATE
BY AS TO STORM WATER QUALITY DATE
HARRIS COUNTY FLOOD CONTROL DISTRICT
INTERPOSE NO OBJECTION
BY DATE
FOR ITEMS LOCATED OUTSIDE OF HCFCD RIGHT-OF-WAY
APPROVED:
BY DATE
FOR ITEMS LOCATED WITHIN EXISTING HCFCD RIGHTOFWAY
APPROVED:
BY DATE
FOR ITEMS LOCATED WITHIN PROPOSED HCFCD RIGHT-OF-WAY
ADDITIONAL COMMENTS:
THE PROJECT WAS REVIEWED, HOWEVER, THIS DOES NOT MEAN THE ENTIRE PROJECT, INCLUDING ALL SUPPORTING DATA
AND CALCULATIONS HAVE BEEN COMPLETELY CHECKED AND VERIFIED. THESE DRAWINGS ARE SIGNED, DATED AND SEALED
BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF TEXAS, WHICH THEREFORE CONVEYS THE ENGINEERS
RESPONSIBILITY AND ACCOUNTABILITY. THIS DOES NOT RELIEVE ANY PARTY FROM COMPLYING WITH ANY OTHER LEGALLY
ADOPTED REGULATION OR ORDINANCE RELATED TO LAND DEVELOPMENT. IF THE CITY SIGNATURES ARE REQUIRED BY ORDINANCE,
COUNTY PERMITS WILL NOT BE ISSUED UNTIL SUCH SIGNATURES ARE OBTAINED. THESE SIGNATURES ARE VALID FOR A MAXIMUM
OF TWO YEARS.
ENGINEER'S CERTIFICATION
1 i�entie+l 1. S6.b1,4 A 11CFNCFn PROFESSIONAL
ENGINEER IN THE STATE OF TEXAS DO HEREBY CERTIFY THAT THE INFORMATION
PRESENTED ON THIS SHEET IS TRUE AND CORRECT TO THE BEST OF
MY KNOWLEDGE.
THE COMPLETED PROJECT CONSISTS OF DRAWING SHEETS I THRII _ —
SEAL SIGNATURE DATE
R E V I S I O N S
SHEET NUMBER
4 of 4
Y {!
1'
VERSION 10.0 JAN. 3, 2006
VFRQInN in n / RFVICFn NnTF-"S nFCCRIPTinN nF PRnPFR-TY" / .TAN i ?nna
Ell
APPLICANT NO.