HomeMy WebLinkAboutDRAGON PRODUCT PROJECT SITE PLANal
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LANDSCAPING NOTES a° PROJECT SITE
1. THE EXISTING NATIVE LANDSCAPE THAT 1S LOCATED AT THE FRONT OF THE PROPERTY WILL REMAIN WITH NO POLE R
CHANGES:
. FND. 5/8" I.R. 0
W/ CAP (STAMPED , N f
2. THE REAR OF THE PROPERTY, WHICH IS FRONTAGE FOR STATE HIGHWAY 146, WILL HAVE A PROPOSED SINGLE "WEISSERENG.HOUSTON,TX•) 86° 53' 29" E 752.01__________________TpiE�-----� - C2
ROW OF LIVE OAKS SITUATED TEN FEET_ IN FROM THE PROPERTY LINE. A TOTAL OF 28 LIVE OAKS TREES WILL N o
. -____________________________________ FND. 5/8" I.R. '
BE PLANTED IN THE LANDSCAPE ROW. ---------------------- dBGESETBAu WITH CAP e; a
r
-_--- SIGN z
.. _ _-_ td SIDE SIT BAD( -
1 f' / 13RA TEXAS HIGHWAY PARTMENT
i O MONUME IN CONIC. 225
NOTE: SCALE: NONE 06 is FND. 5/8" I.R.1 G WITH CAP / / KEY MAP #540-P
I�
- - BIG EASTEX R1. LTD. , O
SWALE TO DIVERT WATER BERM APPROXIMATELY 225' ; - 30 X BD• SIGN EASEMENT 2 ,o
FROM SURFACE EXTERIOR IN LENGTH. HEIGHT STARTS AT ; "'"o.P.R..R°'P.'r.c4420 D o e-
FND. 5/8" I.R. Q
SIDE OF BERM TO 3.5' AT DRAINAGE PIPE ;- WITH CAP y
NATURAL SHEET FLOW TO W RESTRICTOR AND FEATHERS OUT -
VEGETATION EXIST. DITCH TO NEAR 0.0' AT END OF BERM. N w 13ARBOURS CUT
W I R 3990.01 04 °09'45'1 N
EXISTING LIGHT
NO MEERL P
3 NO METER POLE POWER L- 289.87
GRASS AREA POLE SPENCER HVVY�CD CH- S29 07 29„W "N�5289.81'
W • 2D.DD' I EXISi.6'. FENCE TRACT 1 T _
.00 I 3 DD L1
ON PROPERTY LINE - I / 0) _
13.967 ACRES : ; FND.. BRASS TEXAs _ _
,p7� HIGHWAY DEPARTMENT .. _
(608,381 SQ. FT.) - - IIG: MONUMENTIN CONIC.
I RESIDUE OF , 0�
alf STRAN6 ROAD PROJECT AREA i CALLED 26.720 ACRES
VICINITY MAP
S� / SCALE. NONE
- - T THE -MODERN -GROUP, INC.
H.C.C.F. No. U147389 i
FILM CODE No. 529-85-338i
O.P.R.R.P.H.C. /
ASPHALT EDGE
B E R M .SECTION B- B SCALE: NONE05 a�
ry
- ; POWER
POLE
1 (�,��o SCOPE OF WORK:
SWALE TO DIVERT WATER BERM APPROXIMATELY 470' O ; 0 p o LE 1 UIE "UR V E ll A4 -5 /� w ve ,� _ PROPOSED WORK WILL BE A MIN❑R DEVELOPMENT
FROM SURFACE EXTERIOR IN LENGTH. HEIGHT STARTS AT Ib EUVOCCH BMNS�uV fl /' ��o2�z CONSISTING OF GRADING AND RESURFACING OF 2.89 ACRES.
SIDE OF BERM TO 3.5' AT DRAINAGE PIPE BERMS WILL BE CONSTRUCTED AT THE SOUTHWEST CORNER OF THE
SHEET FLOW TOOUTI ' ���� DEVELOPMENT AND EXTEND EASTWARD FROM THAT POINT AND NORTH
W/RESTRICTOR AND FEATHERS .
I.. / Q' ,�°? FROM THAT POINT TO CREATE THE DETENTION AREA FOR STORM
NATURAL EXIST. DITCH TO NEAR 0.0' AT END OF BERM. ;�
VEGETATION _ I �o' WATER RUNOFF TO MEET REQUIREMENTS BY HARRIS COUNTY
w / / ^ ' =o" DETENTION AND CITY OF LA PORTE, NO BUILDING
z O 4 Ua 3 N AD �_ OR OTHER STRUCTURES ARE PLANNED AT THIS TIME,
0 1( o
MINOR DEVELOPMENT SITE PLAN:
O THIS IS NOT A SURVEY BUT HAS BEEN DEVELOPED FROM
A SURVEY BY WEISER SURVEYING COMPANY, DATED 11-02-07, -
O
EXISTING LIGHT POLE . C� JOB No. CT558 C1963-008>.
WI s.00' 3.00' tss5 ) z ; NG METER METER LOPOLE OP / TYPE ❑F DEVELOPMENT:,
NO ,
oI DEVELOPED YARD WILL BE USED FOR WHEELED CHASSIS AND
a I CONTAINERS ON CHASSIS PARKING.
ADJACENT PROPERTY TO SOUTH PROJECT AREAFND. BRA HIGHWAY EPA TEXAS
POWER ZONEDGHT INDUSTRIAL (LD
i R MONUM TIN CONC.
FRONT SETBACK: 20'
SIDE SETBACK:. 10'
ff REAR SETBACK! 10'
14
SECTION _ R 9 2.39
BERM SECTION A A SCALE: NONE 04 Ig FND.5/a"LR. OWNER/ DEVELOPER:
{: W/ CAP (STAMPED _ ; 0 4 ° 3 7 1 3
I wEis6ENG. STAMPED TX") CRENSHAW REAL PR❑PERTIES II LTD
' 1655 LOUISIANA
s BEAUMONT, TX 77701
PLANTER GIS PROPERTIES HOUSTON, LLC : GRASS AREA
( _ 20.34'
3150 LENOX PARK BLVD., STE 312
FND. 5/8° I.R. ° ) » - ) -
MEMPHIS, TN 38115-4261 ; W/CAP(STAMPED CH- S 24 44 01 W - 120.31
RCP CONCRETE FENCE GATE - DG ' i , 'HC SMITH RPLS 1228') _ GENERAL NOTES -
= 101 STRANG ROAD .O�H 1. THIS SITE PLAN WAS DEVELOPED FROM A SURVEY OF A 13.967-ACRE (608,381 SQ. FT.)
HCAD #J(064-222-000-0068 %�,.E. TRACT OF LAND SITUATED IN THE ENOCH BRINSON LEAGUE SURVEY, A-5, HARRIS COUNTY,
PLANTER 11' � AT&TqT@i Fiber -Optic Oplic Marker
10.000 ACRES �' ,'`° (Buried Cable) / TEXAS. JOB No. CT558 1963-008 DATE: 11 02 2007.
EDGE - ��n\J 1
... _ OF �� EXIST. G• CL FENCE .: GUY WIRE ' O ( ) / /
-. - - ASPHALT - OVERHEAD , ON PROPERTY LINE POWER POLE / < T )' ) -
1 OVE E E E OF PAVEMENT IS 4.8 -
I �'-----�- W -: 5.9 9 IN
POWER LINE POWER POLE " wTHEAST of PROPERTY LINE. Rppt _OkiEt______ p- S - 2 2 2 5 2 4 S 2. THIS TRACT IS IN ZONE X AND DOES NOT LIE WITHIN THE 100 YEAR FLOOD PLAIN
r Id s6E SEt.'IIli�-- kR-------
TOP OF DITCH POWER POLE f______----- 6NP----- ACCORDING TO THE FEMA MAP PANEL NO. 48201CO935L, REVISED JUNE 18, 2007.
(OVERHEAD DISTRIBUTION) O o0 AT&T
.I b, 49' HP 10' AERIAL Fp5pt1ENT / ' EQUIPMENT -
w a N 87° 29' 55 E - 491. OH OIF
o. POWER oHP- ' 359.76 3. FIRE HYDRANT LOCATED 285' ESE FROM SE CORNER Of SUBJECT PROPERTY IN THE
jjj ,
O w. POL OHP OHP CHIP _ - R.O.W..
w' OHP
Z - '`'
W
/' S 88° 18' 05 L 0 W OF S.H.S H t46.
N - ..�^ __ _. DKIERIAL{-DISEMEUTION)
_--- -___ 77 ABLE ..
Dx -_---_ '10,' AERIAL.EASEMENT. .. - 0069.
_ .
r .TdypESEi BAI%_____,___ UNDERGROUND C INT) ,' --- HCAD 2 DDQ
m _ 6 WI --'T'- -_ A !�� . 5. U.E.. CENTERPO WITH
O D #06
DE I (CALLED 359.80 )
Z < � - ": `Xi T 6T CL...... .'-:.._/-'"NATURAL VEGETATION/UNIMPROVED ARE.. -__` - -6 a PAYING / :,. r . POLE 4 4 22
NATURAL TREE W . E s . __� r --- a / 0 a ' - iRANsroRME
m F .pry PROPERTY LINE -
f m LINE TO REMAIN `a , - ((OfP 'G . S' \ '�'
.Iti . 4 PA-0' a •. a D D $. a _ a �, . CONCRETE M E POE - - -
n y _
Z rs EXIST. 6* CL FENCE .1 3 ',I] /,D ` -'�--- ((UNOERGROU RCABIfi) . / D •`�' I(�° 5. KEY MAP #54D-P.
W Z ON PROPERTY LINE i 'aT ^ p. \ ^ D 1> 15 U.E.. C ` Gt�' p D ./ EXIST. 6' CL FENCE IS id'
E 9 a / D NORTHWEST OF PROPERTY UNe 6. ENVIR-ROAD GARD FOR THE SURFACE APPLICATION WILL BE APPLIED PER MANUFACTURERS
m B" i ¢ ' i D a /\ 0 - a_: / D 4? SPECIFICATIONS
eg /' O
g� 7. THIS SITE WILL BE UNATTENDED.
v T �p�p m _ II ,Pd' _` p p.. ` ' D _ '�D �, _ / ^ M
Q�U 0 ¢ B i9 :"�''-,.p ,a i D.,' a -,\➢. D 'a / D D. i' p ry :
(y O N a „ s PROPOSED D D
O 1 \ a /.D a i .-D a' / D. gyp `Q °..°' /
o W 0 W NO O BERM ` Del
\ r7 ^ D LP
O Z T 1Egg DR ` D a\ ` D �- a DDD D,V. LP
CD SPPE o SUB-JECT °SITE D . _ o D D DEBRA BOWSER /
Q F I DD D . t -`
'4 cD c~n lu 6' WIDE DpDD D , a / D o ' ; D ^ o p o , _ . a ,DOA° ry PO BOX 26767
W NATURAL TREE TDP D°..L° D TIN SURFACE MA ERIRL OFpD°� �r/
o o= of DT a S i o tP`. D° JACKSONVILLE, FL
N 0 N (A UNE TO.REMAIN DITCH PR. d / D � / PACKED CRUSPEED LIMESTONE AND D s ° /,O THIS IS TO CERTIFY THAT THE CITY OF LAPORTE, TEXAS HAS
_ EDGE ° a ' / <GR��l TO.BE TRIATED'WITH HNE/ D o.. ;D° 2205 SH 146
OF ° D / T osENv ROAD GARD SEAL- D °>g h _ APPROVED THIS S TE PLAN AND DEVELOPMENT OF "WHEELED CHASIS AND
D ', D P COA, b - , '.. ; s/ t�' HCAD #064-222-000- 0066- CONTAINERS ❑N AS
PARKING FOR CRENSHAW REAL PROPERTIES II,, LTD.
ASPHALT D - J Q Q / D D D y /
a D D D _ / D ,AND -TREAT) D AS REQvTREl�6Y p / PD 2.75 ACRES IN C❑NF❑RMAN WITH THE ORDINANCES ❑F THE Y ❑ A PORTE,
a.' MANUFA5T`TURER. '.. a _ 7 n (7 ". -
D . _ Y DDD, EDGE OF PAVEMENT IS 4.8. ..'�� O KEY.
Y MAP
IP N •tom /e� - Ln.-, -
: 7i ` .; _ D ',D SOUTHEAST. OF PROPERTY UNE. - i\r 1 �rll MVO. �/TO I.
CO D _ \LP
- - / D . . P ORT. 6 CL FENCE IS 1.5 , .:
/0 T D E _
BE � _ T F PROPERTY UNE. S 0 OPE U E D P(S$ B WE P D
� a , , :.. ` m a-. \ .. D D .. .. FIN BRASS TEXAS .. BY. / B
D D ^ / D a EXIST. 6 CL FENCE Is ..
Q' O D \ - _ i D HIG WAY DEPARTMENT
} D D ON THE PROPERTY LINE. - -
.-, ° D o _ D �-• � D O / A PORTE
GINEER DIR CT❑R, LA P❑ TE
r '-• 'd- D ° P '� a / 0 ` a / D. ` , o / �I' . D p N'D - LP M NUMNET IN CONIC... (-
_ D DPD '0'�
PLANNING DEPARTMENT
�j 2 DD D D D �$ .DPD Wkt 6�°
�--> �, > , 6•GHAIN S-•� SANITARY SEWER: (SIZE NOTED)
/-y 6 0 7 .D '\ D / D� D ` a / D D bD o UNK FENCE
^ ^'
(SIZE NOTED _ D .D-W--z WATER SINE (S Z )
�. Q /\ D .. EDGE OF PAVEMENT IS 4 B' `+. LP -.: -
_.. D '6 ^. D •NOTE. `^. D - `. p D.D. . NORTHEAST OF PROPERtt'UNE.^^ Z--G�. GAS LINE .(SIZED NOTED)
D ...\ 3..
SEE C9}'L F@}3 �� `A. I, WILLIAM T. MANNING, JR., AM REGISTERED UNDER THE LAWS OF. THE
n DDET NTION DETAILS D ^ _ D'rD.D :: ' `- 6J NORTH
6 CL FENCE Is a6' F TEXAS T❑ PRACTICE THE PROFESSION OF ENGINEERING AND
2--E� OVERHEAD ELEC. POWER LINES
6' WIDE D Y.t\ p \ _ V \ `. D p O . . . D D D D . . . . .. .:. NORTH OF PROPERTY LINE POWE
g- ,^^ STATE ❑
NATURAL TREE P 5E BERM / D- �' / D / o..r °'D°D :.:. POLE MD. We -, // // // 6 CHAIN AIN LINK FENCE.. HEREBY CERTIFY THAT THE ABOVE PLAT OR SITE PLAN IS TRUE AND
ff I ° W/CAP(STAMPED Z AN CURVE RADIUSES
j U L EE cv D ° aRo Q 4 D o a - p o a, D DDD° �^ CORRECT; AND THAT ALL BEARINGS, DISTANCES, ANGLES, ,
ffffff LINE TO REMA N O D D .' D . 0 . D.° ' . "WEISSER ENG. HOUSTON. TX')
p D p PDD ���NATURAL VEGETATION/UNIMPROVED ARE. W4q. Z-- LIE UNDERGROUND ELEC. POWER LIN
9 -�- '� / \ F EDGE OF PAYMG DDD .. ' ' LP
° > » U S ❑ N T
•,P' Z. o �� M1,3'.. D. EDGE' OF P,_
VEMENT IS 5 f ��^. �. L TANGLES
_ -
`Y EXIST. 6' CL FENCE D D • .. PROPOSED
BERM ..D. C _ T \ aiL- .D D 'NORTHEAST °F PROPERTY LINE -
ON PROPERTY LINE PAOti°`1D GC GF PAWI .. .D .. .. - CENTRAL AND A'ARE ACC RATELY SHOWN HE LA
.< PROPERTY LINE
D .. T.. .D. D D. D°DDDD°DD. DDD _. .Id SAE SEE BUT%______---..._______ `^� -r 4>. S 25 3 32 W �- PL -� PROPER L
Ln opGE u d PROPOSED D ,
N ASPHALT ,,II P OF B R D D D D D D D D D oo D D' D ___-_____ - 1 55 STORM SEWER - WILLIAM T, MANN JR., P.E.
M .TOD�D D D D. DD°D°DOG°DPR°P°DDD°G°D.PDD D D�D "D�D D'D�D D�D D _- +_-
Tp ��Fa.T. y--_- END. BRASS TEXAS
N TOP 4D D° .D .D°D°R°DDD°�D °D.°DPD°.DDD°GPO°D°D.°D°b°D°D°DDD°D°D° °'P'D,A•p--i- CXD� D�DpD HIGHWAY DEPARTMENT - (� (�
¢ oDIFTCH DP b D.D DD Dp DDDDDDDDD°Pb DDDDR DD.-DQ D.D°D. D' 2 R A- \ MONUMNET N GONG. FIRE HYDRANT TEXAS -REGISTRATION NO. 80640
Lij 0 D{O ¢L?&a ° ° ¢ c '-' " 724.06 EXIST. 6• CL FENCE IS Ts TFH MANNING ENGINEERING CORPORATION, F-2630
NORTH of PROPERTY LINE. w N a' S 86 57 16 W
= w TREES CREPE MYRTLE
IUD
x Ia 6' WIDE NATURAL TREE A & J LEASING LLP
= W EXIST. 18005 SH 146 6- CL FENCE IS 1.i 0.4
M pp
SOUTH OF PROPERTY LINE. LINE TO REMAIN - - Ppy SHRUBS DWARF . OLEANDER
_ �'
LA PORTE, TX
a - S
¢ I HCAD #064-222-000-0014 TREES LIVE OAK TREE
Cn
o - 3.820 ACRES
SCALE: V c; 60' 02 N O T E S SCALE: NONE 01
SITE PLAN
/ / ��0,
v NO
�rf ;ems
planning - design - execution -
P O B o x 43 T' 9
La Por'!®. T®xaa TT BT2
011lee/Fa,c (261)Be]-B620 Call: (]t3)40B-Tl6B
www.projectdesignpartners.com
PROJECT NIMBER
PROJECT TITLE
Till
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Wzw
W-5 (I
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U)0
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PROFESSIONAL SEAL
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11-►6 -�vll
ENGINEER OF RECORD:
WILLIAM T. MANNING, JR., P.E.
TEXAS REGISTRATION NO.80640.
MANNING ENGINEERING CORP.,F-2b30 .
108 SOUTH 2ND STREET
LA PORTE, TEXAS 77571
SCOPE OF THE DOCUMENT
THIS DRAWING INDICATES THE GENERAL SCOPE OF THE
PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE
DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL
ELEMENTS AND THE TYPE OF STRUCTURAL. MECHANICAL
ELECTRICAL SYSTEMS. AS SCOPE DOCUMENTS, THE
DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL
WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION
OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON
THE BASIS OF THE GENERAL SCOPE INDICATED OR
- DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS
REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF
THE WORK. THESE DRAWINGS SHALL NOT BE USED FOR
CONSTRUCTION UNLESS DATED AND NOTED AS ISSUED FOR
CONSTRUCTION WORK. THIS DOCUMENT IS THE PROPERTY
OF P/kCxtOvX]/Pad4.]s AND IS NOT TO BE USED, IN
WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORIZATION OF
/��oJcct t7c�/c7rr P�r'fncr�
WARN ■ N CM
IF THIS BAR DOES NOT WAURE I'THEN DRAWING IS
NOT TO SCALE
DRAWN BY:
DPL
CHECKEDATE
20!!AIIl04
SHEET TITLE
SITE
PLAN
W/ NOTES
DRAWING NUMBER
SHEET NO.
C11
i
EDGE EXISTING 6' CL FENCE GU G
OF ASPHALT EDGE TOE OF EXISTING
TOP OF DITCH ON PROPERTY LINE POWER POLE
ASPHALT I OVERHEAD EDGE OF PAVEMENT IS 4.8' O
POWER LINE POWER LE SOUTHEAST OF PROPERTY LINE. OHP
OHP OHP " OHP
OHP OHP
o TOE OF BURM TOP OF DITCH POWER P �� OHP OHP oHP PP
TOP OF DITCH (OVERHEAD DISTRIBUTION) OHP
OHP
oHP planning -design -execution -
r- --- �) 10' AERIAL EASEMENT OHP T R P o Box a s
/j �1, OHPOHP% - 4 4 9 offo PoHP PP/�www.projectdesignpartners.com
-/7 ) -•7� CJ�.(2aJ)88T-8820 C.14(13)400-TTBO8 / 2 �'. EOHP OHP OHP OHP 8)O5.)) \ n' �.J~8 OHP Q Q Vi VJ PROJECT NWBER
POWER - OZ OHP OHP OHP OHP PP 8 B
POL ow. OHP CHIP OHP _ -
HP OHP OHP X 14. Z
.(OVERHEAD DISTRIBUTION). STORY
10 . AERIAL EASEMENT ,
(UNDERGROUND CABLE) TI E
(CALLED 359 80) $
N UNIMPROVED AREA 1s u.E., cENTERPoiIVT O
6 WIDE -:
'• FRAME
SHED
PROJECT n
o EXISTING 6''CHAIN LINK. NATURAL VEGETATIO / - ��n• PROPOSED EDGE OF PAVING {{ x RTY LINE . - ti ry�g
I NATURAL TREE FENCE ON 'PR.OPE- R
' � EDGE OF PAVING kyh
o '
LINE TO REMAIN PRoposED ti
a- I ti � EXISTING 6' CHAT LINK FENC
d
o (UNDERGROUND CABLE) G .
t CONCRETE
_ 15' U.E., CENTERPOINT Q=
o z
18 ors 0 b J
_ STEEL v a o \ .. 0)
PIPE li 3 v v p a 4 LtO^
it
`ON `ti ii w o0 L1 d _ - /I 0 �-- r--� - \ VIRM-I--- END
OF P
RR Q LP
it I � � v � p� ���� � � a a�, a6 pDp VJ
OF BERM -- b '
i �23.315END it - `)' p > p ° -
\ /
GE OF DETENTION WATERLINE
2z.35
a 18" D tip' v � � ED-I-zLss ALL PROPOSED BERMS. TO BE PLANTED D
ro STEEL D �3. _ AND MAINTAINED FOR EROSION CONTROL. D D W Z W
z 1 PIPE D D. +21.35 - D - p _ LL
z D D_pD p ,\ - D b D.D D EDGE OF PAVEMENT IS 4.8' r
6 WIDE D D o ` PROPOSED BERM D . D SE OF PROPERTY LINE°CALLED 2.75-ACRES O
=11NATURAL TREE o Z_� TOP DpD.D D o °' DEBRA L. BOWSER O �Z LINE TO REMAIN OF°p D D - p pp7z DITCH D D" o , \ - ' D _ . " . D D p . a, ... H.G.G.F. NO: UtJ92O5/
EDGE ° o ° o FILM CODE No. 553-36-0221OF - o IMPROVED AREA 0 oD v/ O
o o ASPHALT ° D" D D I N v 2� �/ D D D.D O.P.R.R.P:H.C.o`' . D Dya¢ � p D, p o N D '- o� Z_ � D D D D EXISTING 6' CL FENCE IS ag Z I pDp o 0 2.87 AC O 0.
N I a o D° D o o/. D p b p 1.5' NW OF PROPERTY LINE LP
L o p°p I p v
O
° PROPOSED BERM o D o o J
p'
D D a° v n ^ DD ON THENPROPERTY LINE: / N
D D �; LINK FENCE IS
tip' e6 �. EDGE OF PAVEMENT IS 4.8' ` ,
O o D DI1.B5+D D NE OF PROPERTY LINE
I ^ DpDp _tia� LP.
J p°DDti o o DDDD
D.
D
_ I o DnI� D _ " D /I D .- s ' D °'D 61.
6' CHAIN.
I = D-23:f�,5I+20.85 - /
0- v p ` ` aI b D D LINK FENCE
UO DDD p p °o pDD <�
. D'
�+ O p p D EXISTING SURFACE MATERIAL OF PACKED o o v o pDp
1 D' D CRUSHED LIMESTONE AND GRAVEL. - - n P w p D F nsca:BsslaxaLSEu "
1"� I D D - \ o D"p D
a
D D p SURFACE TO BE TREATED WITH ONE . p : p o .. p LP
0 p - A AND RE -TREATED o 0 n D D.
COAT OF ENVI ROAD GARD SEAL
o D PER MANUFACTURERS SPECIFICATIONS, PROPOSED �
D - v I _ o _ � D � D �� 6' CHAINLINK FENCE IS 0.6
I
D ° ° D. °
D D NORTH OF PROPERTY LINE.
D I '6
a s v D p.- .-� D D D.p ALL PROPOSED, BERMS T0. BE PLANTED EDGE OF PAVEMENT IS 5.1'
v W p p PROPOSED BERM DDD AND MAINTAINED ,FOR EROSION CONTROL. NE OF PROPERTY LINE
LC� o I D.D D BERMS TO BE PLANTED' PROPOSED BERMD p D P E
I D ALL PROPOSE
Z II D D D AND MAINTAINED FOR EROSION CONTROL D p D p
�-�1 P/OLE
i o O D FLOW D p. D
o 'D DR ,� D D VEGETATION UNIMPRO"VED AREA
Z E--� N p p ry D D NATURAL VEGE _
o Z D D SED BERM D D. ..
O I p. p I 9h PROPO
i- Z� p , DbD ry��^ LP
Z o D ti G D D,
--- = D. D POSED EDGE OF PANN p .
w a¢ D D 18 HDPE PIPE PRo ti
w 41
D D titi W 6 RESTRICTOR
D D 21.35 DDD
Z D D OF PAVING �0 _ ° p D
06
z 6 WIDE ° PROPOSED EDGE n
I- a o D 6h 2o.8s D D D, a _ D D b. D D pA p D p PROPOSED TOP" OF BERM' PP FND. BRASS TEXAS
m NATURAL TREE OFGE ° p tiry' . PROPOSED TOP OF BERM
D D D D D D D D D D, D D D D D
`Y LINE TO REMAIN ASPHALT D p D } 20.35 D D D D D D D D D D" D 2SD6 D D D D D D D D D D' 'D HIGHWAY DEPARTMENT
p D D D D D. D D D D D, D D D D D D D. D D D D" D D D D
U R �p TOP D D p D D D D p D p 6 p D p D D D DDD ° D D b p D D.D p D D D D, � D° D° b° D D.° D° D D D °. D° R° D.° D °. D p ° ° ° ° °qenf MONUMNET IN CONC.
0 ,. OF I z3j65 D D. .D D .D" D D. D t3.55 D D D D D. D D D o D. b" p .D ° D. D o
M O N o DITCH D D D D D D D D D D D D D D' D D' yD D
c Q CO u o D D D D D D D D. D D.�"D b .D. D. D 7 ' EXISTING 6' CL FENCE IS 1 3' a
c 0- Z O m N ,° O 13 D D D^ D D D. D 6 )' W - / 24. 06 NORTH OF PROPERTY LINE.
N O N N >- ry,.. ---- S 86 ° 57
c c9 w > �, - __-_--- ALL PROPOSED BERMS TO BE PLANTED
(�,L p N csi) Q W _ z FL o _ AND MAINTAINED FOR EROSION CONTROL. `
} � � v I EXISTING 6' CL FENCE IS 1.1' 6 WIDE NATURAL TREE
CD W N SOUTH OF PROPERTY LINE.
c� co LINE TO REMAIN
_ I
. I-- X p
W O =
O
l.. Q n LL. -
Flood Control District's Property structural erosion measures are used. Minimum acceptance
I
SCOPE ❑F WORK RESTRICTDR CALCULATIONS:,2. Notify the Harris County Flo p criteria are 75% coverage of live Bermuda grass and no erosion or
Management Department in writing at least 48 hours prior to rills deeper than 4
Orifice Equation; construction. Submit the HCFCD 48 Hour Pre -Construction P
WORK WILL BE A MINOR DEVELOPMENT q -. n form a co of the approved construction drawings, 7. Bacta in accordance with the Harris County Flood Control
PROPOSEDNotification copy PP
CONSIS
TING OF GRADING AND RESURFACING OF 2.89 ACRES. Q=CA<2gH> 0.50 i _ o of the Corps of Engineers individual Section 404 District Standard Specifications, Section 02315-Excavating and
BERMS WILL BE CONSTRUCTED AT THE SOUTHWEST CORNER OF C 0.80; Area 0.1963; IDarter (in) - 6,00 and a copy p g Northwest Freeway, Houston,. Backfilling, or equivalent.
CALLED 3.81-ACRES R FROM THAT POINT' Head (Ft) = 1.63; (2gH)^0.50 = 10.2456 permit, if applicable, to HCFCD, 9900 Y
' I THE DEVELOPMENT AND EXTEND EASTWARD - 6086 Texas 7709Z, At Property Management Dept. by hand delivery, 8. Excavate channel flowline to design elevation. as shown on
N AL CARSON AND NORTH FROM THAT POINT T❑ CREATE THE DETENTION AREA Q(cfs) = 1, plans and downstream, as necessary, to ensure no water remains
C. NE
AL
STORM WATER RUNOFF TO MEET REQUIREMENTS BY HARRIS or fax to Engineer
shall
(fax number).
NOTES- 3. Engineer shall submit certification. letter and record drawings in the facility (storm sewer, lateral channel, or dry bottom
I H.C.C.F. No. V768913 COUNTY DETENTION AND CITY OF LA PORTE, NO BUILDING
to the Harris County Flood Control District's Property' Management detention basin) during normal water surface conditions in the
R STRUCTURES ARE PLANNED AT THIS TIME. channel, so the facility will function as intended. For wet bottom
- OR OTHER -OWNER/TENANT TO APPLY TREATMENT OF ENVIROAD
FILM CODE
No. 551 51 1510 Department requesting inspection of items constructed in Harris Y
R TO BE USED AS DUST CONTROL AS PER Count Flood Control District right-of-way. Prior to requesting detention basins, ensure no water is above. the design level in the.
DETENTION CALCULATIONS. CARD Y
PROCEDURES AND SPECIFICATIONS REGULATED BY inspection, the draina e right-of-way and/or easements shall be wet bottom during normal water surface conditions n the channel
O.P.R.R.P.H.C. o
TEX THE MANUFACTURER, DR EQUIVILANT.": p 9 10. Maintain flow in channel during construction and restore
-LAND TO BE DEVELOPED AT THIS TIME IS 2.87 ACRES OF . ENVIRO staked and flagged. channel to original condition.
L
,967 ACRE PROPERTY. 4. Protect, maintain, and restore existing backslope drainage 11. Remove all excavated material from the Harris County Flood
THE 13
STANDARD HCFCD NOTES FOR CONSTRUCTION DRAWINGS- systems.
5. Backslo e Swale and interceptor structure elevations and District or drainage right-of-way. No fill is to be placed within a
-2.87 AC X .65 = 1,866 AC/FT. p designated flood plain area without first obtaining a fill permit
1. Obtain and comply with all applicable City, County, State, and locations shown on plans are approximate: Final elevations and 9
+ _ Federal permits and approvals, with assistance from Engineer, if locations shall be field verified by the Engineer prior to from the appropriate jurisdictional authority.
+� -SURFACE AREA - 1.197 AC. Fede p PP
EXISTING ELEVATION DEPTH = 1.63 FT necessary. Obtain permit (certification) from Harris County installation.
AVERAGE
- = 1.951 AC/FT Engineer to enter .Harris County Flood Control District 6. Establish turf .gross on all .disturbed areas within the channel
X.xx PROPOSED ELEVATION TOTAL DETENTION g
I- PROVIDED DETENTION EXCEEDS REQUIRED 0.058. AC/FT right-of-way. or detention right
, except the channel bottom and where
SCALE: NONE 01
DETENTION PLAN SCALE: 1"=30;L02 NOTES
JR., P.E.
N NO. 80640
NG CORP., F-2630
PORTE,
SCOPE OF THE DOCUMENT
THIS DRAWING INDICATES THE GENERAL SCOPE OF THE
PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE
DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL
ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL
ELECTRICAL SYSTEMS. AS SCOPE DOCUMENTS, THE
DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL
WORK REWIRED FOR FULL PERFORMANCE AND COMPLETION
OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON
THE BASIS OF THE GENERAL SCOPE INDICATED OR
DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS
REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF
THE WORK. THESE DRAWINGS SHALL NOT BE USED FOR
CONSTRUCTION UNLESS DATED AND NOTED As ISSUED FOR
CONSTRUCTION WORK. THIS DOCUMENT IS THE PROPERTY
OF AND IS NOT TO BE USED, IN
WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORIZATION OF
f�roJcct l7csiclr' f��rtricrs
WARN ■ N G
IFTHIS BARDOES NOTMEASURE 1'THEN DRAWING 15
NOT TO S6AI1.-E
DRA" Y: - CHECK®
gbinl/04
SHEET TITLE - SITE &
DETENTION
PLAN
DRAWI G M1PIBER - SHEET N0.
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