HomeMy WebLinkAboutDRAGON PRODUCTS PROJECT SITE PLANCU
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LANDSCAPING NOTES
PROJECT SITE
1, THE EXISTING NATIVE LANDSCAPE THAT IS LOCATED AT THE FRONT OF THE PROPERTY WILL REMAIN WITH NO
CHANGES. POWERPOLE
FND. 5/8- I.R.
CAP (STAMPED bl�b
N 2. THE REAR OF THE PROPERTY, WHICH IS FRONTAGE FOR STATE HIGHWAY 146, WILL HAVE A PROPOSED SINGLE "WEISSER ENG. HOUSTON, TX") 752-01'
- - - - - - - - - - - - - - - - W SIDE SET BACK
53' 29" E - --------------- v
N --------
ROW OF LIVE OAKS SITUATED TEN FEET IN FROM THE PROPERTY LINE. A TOTAL OF 28 LIVE OAKS. TREES WILL 86 ------------------------------
BE PLANTED IN THE LANDSCAPE ROW. - - - - - - - - - - - - - - - - - - - - - - - - - IF �E YT BACK FND. 5/8" I.R.
- - - - - - - WITH CAP
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SIGN z
- - - - - -- - - - - - - iF' -SD-E iTBACK FND. BRAS TEXAS
HMO
D PARTMENT /y
MONUME IN CONC.
22
A I
NOTE: 06
SWALE TO DIVERT WATER BERM APPROXIMATELY 225' BIG EASTEX #1. LTD.
30' x 80' SIGN EASEMENT
FROM SURFACE EXTERIOR IN LENGTH. HEIGHT STARTS AT, CID,
H.C.C.F. No. T234420
3 O.P.R.R.P.H.C.
SIDE OF BERM TO .5' AT DRAINAGE PIPE FIND. 5/8" I.R.
NATURAL 3:
W/RESTRICTOR AND FEATHERS OUT WITH CAP 0
SHEET FLOW TO w run)
VEGETATION EXIST. DITCH TO NEAR 0.0AT END OF BERM. . I I CAI
N z BARBOURS CUT
w
LLJ R 3990.01'
U)
L7LwA - 04*09 45, EXISTING LIGHT POLE 7-
NO METER LOOP PAN
NO METER POLE POWER L 289.87
6 lz:�� POLt %GRASS t <> I SPENCERHWY
CH- S29*07 29 W
7 289.81'
Of
6. 00' 0' 20.00' TRACT I
EXIST. 6' CL FENCE
C) ON PROPERTY LINE
13.967. ACRES
4 FND. BRASS TEXAS
HIGHWAY DEPARTMENT
(608,381 SQ. FT.) MONUMENT IN CONC.
RESIDUE OF
STRANG ROAD PROJECT AREA
I.-D I N I T Y MAP
CALLED 26.720 ACRES VI 03
SCALE: NONE
THE MODERN GROUP,
H.C.C.F. No. U147389
FILM CODE No. 529-85-3381.
O.P.R.R.P.H.C.
ASPHALT EDGE
BERM SECTION B B 05
SCALE: NONE
POWER A,)
POLE
In SCOPE OF WORK:
SWALE TO DIVERT WATER BERM APPROXIMATELY 470'
0 C= z PROPOSED WORK WILL BE A MINOR DEVELOPMENT
IN LENGTH. HEIGHT STARTS AT Ln Aj
9' H LED-B R" N 8 0 N L IE A U`� U IE 0 U LFFDa
FROM SURFACE EXTERIOR IE N CONSISTING OF GRADING AND RESURFACING OF 2.89 ACRES
SIDE OF BERM TO (_0
35 AT DRAINAGE PIPE BERMS WILL BE CONSTRUCTED AT THE SOUTHWEST CORNER OF THE
,SHEET FLOW TO
EXIST. DITCH W/RESTRICTOR AND FEATHERS OUT. DEVELOPMENT AND EXTEND EASTWARD FROM THAT POINT AND NORTH
NATURAL TO NEAR 0.0' AT END OF BERM. FROM THAT POINT TO CREATE THE DETENTION AREA FOR STORM
0)
VEGETATION WATER RUNOFF TO MEET REQUIREMENTS BY HARRIS COUNTY
L�j
DETENTION AND CITY OF LA PORTE. NO BUILDING
Q0 A-)
LIJ 3 OR OTHER STRUCTURES ARE PLANNED AT THIS TIME,
Cj Ll <> 4 Q), MINOR DEVELOPMENT SITE PLAN;
THIS :IS NOT A SURVEY BUT HAS BEEN DEVELOPED FROM
T1= a A SURVEY BY WEISER SURVEYING COMPANY, DATED, 11-02-07,
0
JOB No, CT558 (1963-008),
EXISTING LIGHT POLE
6.00 1 3.00' 19.95' NO METER LOOP ry
No METER POLE TYPE OF DEVELOPMENT:
0
DEVELOPED YARD WILL BE USED FOR WHEELED CHASSIS AND
CONTAINERS ON CHASSIS PARKING,
FND. BRA TEXAS
ADJACENT PROPERTY TO SOUTH PROJECT AREA No-
44 HIGHWAY EPARTMENT ZONED:
POW IR*L-� R MON M TIN CONC.
POLE LIGHT INDUSTRIAL (LI)
FRONT SETBACK: 20'
SIDE SETBACK:. 10'
REAR SETBACK: 10'
R 1492.39
BERM , SECTION A -A SCALE: NONE 04 FND. 5/8" I.R. OWNER/. DEVELOPER;
ib W/ CAP (STAMPED
"WEISSER ENG. HOUSTON, TX") CRENSHAW REAL. PROPERTIES II LTD
1655 LOUISIANA
o
PLANTER GIS PROPERTIES, HOUSTON, LLC GRASS AREA L - 1 20.34 BEAUMONT, TX 77701
3150 LENOX PARK BLVD., STE 312 FND. 5/8" I.R.
CONCRETE MEMPHIS, TN 38115-4261 W/ CAP (STAMPED CH_ S 24o44'01 W 120.31'
RCP FENCE GATE
101 STRANG ROAD "HC SMITH RPLS 1228-) GENERAL NOTES
-0 1. THIS SITE PLAN WAS DEVELOPED FROM A SURVEY OF A 13.967-ACRE (608,381 SO. FT.)
PLANTER HCAD #064-222-000-006,8 �0
AT&T Fiber -Optic Marker
EDGE 10.900 ACRES (Buried Coble) TRACT OF LAND SITUATED IN THE ENOCH BRINSON LEAGUE SURVEY, A-5j RABBIS COUNTY,
OF EXIST. 6' CL FENCE TEXAS. JOB No. CT558 (1963-008) DATE: 11/02/2007.
OVERHEAD ON PROPERTY LINE POWER POLE GUY WIRE
POWER LINE POWER POLE ZE OF PAVEMNT IS 4.8'
0 .T.EAST OF .PROPERTY LINE. L ------ P ------ P. �S 227 25' 24" W 85.99'
TOP OF DITCH POWER POLE to' SIDE P =� ------ 0 2. THIS TRACT IS IN ZONE 'X' AND DOES NOT LIE WITHIN THE 100 YEAR FLOOD PLAIN
s�T
OVERHEAD DISTRIBUTION) AT&T ACCORDING TO THE FEMA MAP PANEL NO. 48201CO935L, REVISED JUNE 18, 2007.
AERIAL ENT EQUIPMENT
ji 0
491,49' OHP P
POWER 87* 29 55" E OH OHP
POL OHP OHP OHP OHP - OHP F, 18, 05 w 359.76 3. FIRE HYDRANT LOCATED 285' ESE FROM SE CORNER OF SUBJECT PROPERTY IN THE
S 88 R.O.W. OF S.H. 146.
L
.0' AERIAL -EASEMENT
0 NfD C (CALLED 359.80')
DE :7L RG FABL11
__7 ROU DINT 6' WIDE 4- U POWER POLE
NA G'.TA* ON/UNIMPOVED -AREA. CEN ER 4. HCAD #064 222 000 0069.
NATURAL VE E TI P
NATURAL TREE EXIST. 6' CL FENCE AI-G NTH
TRANSFORME
is < < ON PROPERTY LINI�
LINE TO REMAIN 9 . Co - . . .
1, PRV_0�013E OF Pod' .
0
< < CONCRETE---"" M E PO
.61 __ CABLE75�5. KEY MAP #540-P.
UNDERGRO&T
EXIST. 6' CL FENCE E., C ERPOLWT
ON PROPERTY LINE 5' U. > .
< EXIST. 6' CL FENCE 13 1.1'
t NORTHWEST OF PROPERTY LINE 6. ENVIR-ROAD CARD FOR THE SURFACE APPLICATION WILL BE APPLIED PER MANUFACTURERS
18" ]CATIONS.
\> <
SPECIE
< <
/>
< 7. THIS SITE WILL BE UNATTENDED.
5z
-V - /I P CIV
PROPOSED Ll> - < 1, - < ��' I - <
END 0 v V V_ .
BERM Zl>w. >
+O.o: b, LP
ti
>
C>
1> t�:
18 t> LP
STEEL < SUB-JE)�T SITE
PIPE . > > 0) DEBRA BOWSER
WIDE <
6' WIDE t> >- V
1> < >
NATURAL TREE V . C> PO BOX 26767
-XISTING SUR OF> k
TOP FACE MA
LINE TO REMAIN OF 51 P�CKEDICRUS�4ED LIMESTONE -AND, JACKSONVILLE, FL
DITCH THIS 'IS TO CERTIFY THAT THE CITY OF LAPORTE, TEXAS HAS
EDGE < GRA�� TO - BE- TR��TED�_-WITH a
OF - iN �/ V . 2205 SH1 46
CARD SEAL- APPROVED THIS S.ITE PLAN AND DEVELOPMENT OF, //WHEELED CHASIS AND
®NE Zv
COAT OV> ENVh�ROA13
ASPHALT < < HCAD #0164-222-000-0066.
/ 1� . ,>AND ,RE-TREATLD ASIREQUMED, BY b, CONTAINERS ON/HASIS PARKING' FOR CRENSHAW REAL PROPERTIES II., LTD
25 I> y 0 A PORTE,
MANUF/ . > C> t,' I ml.:.. _''. . 2.75 ACRES
< A5TURER. IN CONFO WITH THE ORDINANCES OF THE
Cl) EDGE OF PAVEMENT IS 4.8
o
0
SOUTHEAST. OF PROPERTY LINE.
LP
(_0 t> C> . P EXIST. 6' CL FENCE IS 1.5' KEY. MAP No., 540-P
PR9Pd BE�Y NORTHWEST OF PROPERTY LINE.
SPI, < Ir <-' >, -
0 EXIST. 6' CL FENCE IS FN . BRASS TEXAS B
B Y:
0 1 4-
ON THE PROPERTY LINE. 0 HIC WAY DEPARTMENT
< M NUMNET IN CONC. ELO; VGINEER DIR CTOR, LA POIFTE
r-1:1 LA PORT
<105 PLANNING DEPARTMENT
1,
P <
< J
< >
•> > . 1�> > - ,>
CL a 1>
>1
6' CHAIN SANITARY SEWER (SIZE NOTED)
U) .0
< LINK FENCE
t-,
< - < > pW�71 WATER LINE (SIZE NOTED)
0 >
< < / V . % -
.1 C>. C> >. EDGE. OF'PAVEMENf
NORTHEAST 0 F FIR I LIN LP
=5 > NOTE: G GAS LINE .(SIZED NOTED)
% I . >. t>
SEE Cl-.2 'FU 31
< 4> i6 I, WILLIAM T, MANNING, JR., AM REGISTERED UNDER THE LAWS, OF THE
> V@ET�NTION DETAILS EXIST. 6' CL FENC IS E OVERHEAD ELEC. POWER LINES
E IS 0.5*
�y
6' WIDE• NORTH OF PROPERTY L 10N� E.* STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING AND
NATURAL TREE PROPqSED BEIM < POWER FND. 5/8" I.R.
POLE P/OLE �z 6 CHAIN LINK FENCE HEREBY CERTIFY THAT THE ABOVE PLAT OR SITE PLAN IS TRUE AND
t> > #
LINE TO REMAIN D, < < W1 CAP (STAMPED
CURVE• RADIUSES,
t> > >.> . . . . .. ................... "WEISSER ENG. HOUSTON, TX") CORRECTj AND THAT ALL BEARINGS, DISTANCES, ANGLES,
r4, < NATURAL URAL "VEGETATION /UNIMPROVED, AREA UE UNDERGROUND ELEC. POWER L I N AND CENTRAL ANGLES ARE ACCURATELY SHOWN ON THE PLAT,
J> I> LP
> < �1301`04LEOGi OF PAYING
EDGE OF PAVEMENT'IS 5 1'
E OF P . 1 .1 . . .. _,5_ - - _. . ., . *., . ., . ., . . . . . - PIL
P.
A
_49EXIST. 6' CL FENCE b, PROPOSED BERM 'NORTHEAST OF PROPERT( LINE: S 25o 34 .32, W PROPERTY LINE
ON PROPERTY LINE PROOOSED EOG
Ln EDGE to' 52.EffT.#LCIL - - - - - - -
I'D, PROPOSED'
OF
CV ASPHALT A > > 53 TEXAS 1.55
rop OF BERM- P D. ----------
-P v > P-,> > I>., > t� > b, C>. D, V. X> HI GHWAY DEPARTMENT STORM SEWER WILLIAM T, MANNIdr/ JR., P.E.
OE aK
0 b, D. MONUMNET IN CONC. TEXAS REGISTRATION NO. 80640
DITCH FIRE HYDRANT
0 724.06 EXIST. 6' CL FENCE IS 1.3' _�FH MANNING ENGINEERING CORPORATION, F-2630
Ln 86- 57' 16)? W NORTH OF PROPERTY LINE.
TREES - CREPE MYRTLE
L.Li X 6' WIDE NATURAL TREE A J LEASING LLP
EXIST. 6' CL FENCE IS 1.1' 0 REMAIN SOUTH OF PROPERTY LINE. LINE T 18005 SH 146 SHRUBS DWARF OLEANDER
I-- C) n
LA PORTE, TX
can HCAD #064-222-000-0014 TREES LIVE OAK TREES,
13OURS CUT
o
-
TRACT
01L�t2
.ASPHALT
3.820 ACRES
SITE PLAN SCALE: lot = 60f 02 N 0 r SSCALE: NONE
m
�c
�o �
planning design execution
IF- -C=)o
La Porter, 'Caxas 77572
offlce/Famc (281) 867-9820 Call: (713) 409-7750
vvww.projectdesignpartners.com
PROJECT NUMBER
PROFESSIONAL SEAL
UUMT.
P..E
ENGINEER OF F,:CORD:
WILLIAM T. K-NNING, JR., P.
TEXAS REGi --'RATION NO. 80640,
MANNING ENGINEERING CORP., F-' 50
108 SOUTH 2ND STREET
LAPORTE, TEXAS 77571
%,.COPE OF THE DOCUMENT
THIS DRAWING INDICATES THE GENERAL SCOPE OF THE
PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCE T, T.,E
DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITEL "AL
ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANjCAL
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 AND IS NOT TO BE USED, IN
WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORIZATION OF
IF THIS BAR DOES NOT MEASURE I' THEN DRAWING IS
111144C)III-11117 '111430 9911CAMLILIB
DRAWN BY:
CHECKED BY:
DATE
DPL
^0!!/11/04
SHEET TITLE
SITE
PLAN
NOTES
DRAWING NUMBER
SHEET NO.
11
-/0- ed 4 00,90
CU
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-
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IL
0
0
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I
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PLANTER J
EDGE o
OF EXISTING 6' CL FENCE GU
ASPHALT ASPHALT EDGE ON PROPERTY LINE
TOE OF EXISTING TOP OF DITCH
OVERHEAD BERM
POWER LINE POWER LE EDGE OF PAVEMENT IS 4.8 POWER POLE
TOP OF DITCH o TOE OF BURM TOP OF DITCH SOUTHEAST OF PROPERTY LINE. P oHP-OHP---- pNP
POWER P OHP ---- - OHP ___--- OHP
- (OVERHEAD DISTRIBUTION) ---- OHP-
ON
OHP OHP
---- oHP P P
y 10 AERIAL EASEMENT OHP OHP OHP- SIG 4T P-8t-E-_-
99 491 49
Iy- p � � o E OHP--=---_- OHP --' OHP ___--- OH 0' P ----- OHP PP 9
_ 5 5 OHP ---- OHP -
POWER I �i OHP OHP 9 9 3 59.76
POL OHP OHP OHP OHP OHP OHP PP P C ° 1 8) 0 5 W
HP OHP OHP _ .�
8
(OVERHEAD DISTRIBUTION).-", .
• 10' A E -"- , 8 2' X RIAL EASEMENT 14.2'
(UNDERGROUND- CABLE)
6 WIDE 15' U.E.,' CENTERPOINT (CALLED. 7JrJg.80 � 1 STORY
o EXISTIN H VEGETATION UNIMPROVED AREA
_ G 6 C .AIN LINK NATURAL / O
FRAME
NATURAL TREE _ of PAVING SHED
FENCE ON PROPERTY LINE . tiN PROPOSED EDGE
--- ----
LINE TO REMAIN
o PROPOSED EDGE OF 'PAVING �h`'--
z
w
EXISTING 6' CHAIN`/LINK LINK FENCE
: (UNDERGROUND CABLE)
o - 15 U.E.; CENTERPOINT
w w
18 �` o• 0-w� p \
CD CD r p D p
o
STEEL o n w a Q -
PIPE it \ d D _v p �
o D p p �
-
1I oQz a a ,/ D
Q l i 0 z j39: ryy�, i. D p - \\
----
�tK. tia Woo _ Q �� (, - a `� D p D Q�
M
23.35 P
o- ENDOFBRM
-I-
I D
o.
END OF BERM
Z3.5�,� D � � 4 � 4 � �. �� D D D
D p tik' i> � D LP
r
18 D D. D D tip'' \ 0 235�_ ��' D
STEEL D �3• o EDGE OF DETEN21.85WATERLINE ALL PROPOSED BERMS TO BE PLANTED D e
PIPE p +D 2�.35 + AND MAINTAINED FOR EROSION CONTROL. D °
D D D _ - - �D
6 WIDE D p D
D D p \ � pDDD ,.
D . D o \ o ' D I... D EDGE OF PAVEMENT IS 4.8
z
NATURAL TREE TOP 0 D. D o PROPOSED BERM % D D SE of PROPERTY LINE
LINE TO REMAIN OF D D - o p _ CALLED 2.75 ACRES
D D
DITCH D D o r D
D o DEBRA L. BOWSER
EDGE
_ D D o o° D �' D H.C.C.F. No: V892057 0
IMPROVED AREA
OF o DDD o Q D G
ASPHALT _ o o Q o o° D Q a, o: FILM CODE No. 553-36-0221 a
- z
DDD p '\D �� �, o� D> off. 0.P.R.R.P.H.C.
z DDD a 0 p 1 2�87 AC O 4, .oDp \ p D D D EXISTING 6' CL FENCE IS �o /
o =. D o o Qo D 1.5' NW OF PROPERTY LINE a
C� DDD ' D Quo DDbD LP
D PROPOSED BERM o DD-DD
�---
� D D o
•
0 o D D D D��.D D 6' CHAINLINK FENCE IS
D p �� i v - 2°' D ON THE PROPERTY LINE. EDGE OF PAVEMENT IS 4.8
D D D D ,yti o� ` i i.6s-}- D. NE OF PROPERTY LINE .. O
D D p p D> D D
D. D \ \ D D LP.
Q D D D D D
O D. D - D
o D it i c, D D
_ �3. 20.85 _ i _ z D
D D \ l\ Q 61.
U� _ D6 CHAIN /
D D � D D
,, D Q-� D. D• o 0 0 LINK FENCE
O D D 2
D p D D EXISTING SURFACE MATERIAL OF PACKED o I o o D
r �.I CRUSHED LIMESTONE AND GRAVEL. - I - D D 1
D D.D i i p it D w D D
D D \ a D
0 SURFACE TO BE TREATED WITH ONE p p Uj D D
LO
> D _ RE - TREATED
�= COAT OF ENVI ROAD CARD SEAL AND RE TREATED o o D D
P
o o L 3
o R i
D . D PE MANUFACTURERS SPECIFICATIONS, PROPOSED - 3
D D
D D.
o. D � p i D D D D � 6,, 6' CHAINLINK FENCE IS 0.6'
cr)z D p D D NORTH OF PROPERTY LINE.
w D D PROPOSED BERM ` '` D. D ALL PROPOSED BERMS 1'0. BE PLANTED
o D. D AND MAINTAINED FOR' EROSION CONTROL. EDGE OF PAVEMENT IS 5.1'
o D D ALL PROPOSED BERMS TO BE PLANTED PROPOSED BERM
_ D D p D D NE OF PROPERTY LINE
o -o D D D D AND MAINTAINED FOR .EROSION CONTROL. D D _. � P WE
D D D
F LO W
D D
P LE
N E /� G 'D A �
D D
DRAIN p p
�.
D .D
VED
AR E A .
�. PRO D D M.
o D D TATIo(� UNI
D D
E
RM D D.
-NATURAL VEGE
UY D . D _ �,
Cb PROPOS
D D
PE PIPE PAVING D D `� D , 18 HD
PE SED EDGE OF P � � L P
PROPO D
D. D ��. W 6„ RESTRICTOR R D
21.35
6 WIDE D D SED EDGE OF PAVING ___-_ -
N T EDGE D D D D F BERM
NATURAL TREE _ 20.85 D D D D D D D. D D D' D PROPOSED TOP 0
OF D PROPOSED TOP OF BERM D D D D D D D D D D, D D D D D D D D, c
LINE TO REMAIN ASPHALT D D D +2135 D D D D D D D D D R D D 25P6 D D D D D D D D• D D D PP FND. BRASS TEXAS
D D D. D D DD . D. D D D D D. D R D D D D D. D -� D D. D D• D D D
TOP 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 D D D D D D' D D ?'D' HIGHWAY DEPARTMENT
^, OF 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 D D. D D D MONUMNET IN CONC.
DITCH �-23.05 D D, D D D. D D. D V.65 D D D D D. D D D o D. D. D D D D D
o D D D D D D D D D D D D D
L.� _ D D D- D D D D D, D D. D D D .� D D 9
DnD�D�D� D� D D �' `� , r) EXISTIN•G 6 CL FENCE= IS 1.3 a�
a 6 �N 7 2 4.0 6 NORTH OF PROPERTY LINE.
Q S 86 5 /
Q W 2. o ALL PROPOSED BERMS TO BE PLANTED
FL
W LO ° EXISTING 6' CL FENCE IS 1.1' ' NATURAL :TREE AND MAINTAINED FOR EROSION CONTROL.
_ Iz �, 6 WIDE
I� SOUTH OF PROPERTY LINE.
LINE TO REMAIN
_ W
1- X
O
W1
N
Q
(�
Q
-1
O
r d. Minimum acceptance
SCOPE OF WORK RESTRICT❑R CALCULATI❑NSA 2. Notify the Harris County Flood Control Districts .Property structural erosion measures are use p
n erosion or
Management Department In writing at .least 48 hours prior to criteria are 75% coverage of live Bermuda grass and o
PROPOSED WORK WILL BE A MIN❑R DEVELOPMENT Orifice E uation; construction., Submit the HCFCD 48 Hour Pre -Construction rills deeper than 4".
q n I
^
- h Harris Count Flood Control
CONSISTING ❑F GRADING AND RESURFACING ❑F 2,89 ACRES, Q-CA«gH) 0,50 Notification form, a copy of the approved construction drawings, 7. Backfill in accordance with the a y
- - i t r i District Standard Specifications, Section 02315-Excavating and
CALLED 3.81 ACRES BERMS .WILL BE CONSTRUCTED AT THE SOUTHWEST CORNER ❑F C 0.80, Area 0,1963, . Darn e C n) 6,00 and a copy of the Corps of Engineers individual Section 404 P 9
POINT Head Cft) = 1,63� CZ H)^0.50 10,2456 00 Northwest Freeway, Houston Backfillin or equivalent.
THE DEVELOPMENT AND EXTEND EASTWARD. FROM THAT ❑I , g permit, If applicable, to HCFCD, 99 y, 9 q
C. NEAE CARSON - 8. Excavate channel flowline to design elevation as shown on
AND NORTH FROM .THAT POINT T❑ CREATE THE DETENTION AREA QCcfs) - 1,6086 Texas 77092, Attn:: Property. Management Dept. by hand delivery,.: 9
FOR STORM WATER RUNOFF T❑ MEET REQUIREMENTS BY HARRIS - -number).plans and downstream, as necessary, to ensure no water remains
H.C.C.F. N.O. V768913 - or, fax to 713 684 4129 (fax
COUNTY DETENTI❑N AND CITY OF LA P❑RTE, NO BUILDING NOTES:r n record drawings in the facility storm sewer, lateral channel, or dry bottom
3. Engineer .shall submit certification. letter andg Y(
in the
FILM CODE No. 551-51 1 51 0 OR OTHER STRUCTURES ARE PLANNED AT THIS. TIME, f� the Harris Count Flood Control District's Property Management detention basin) during normal water surface conditions
: Y P Y 9 ..
-OWNER/TENANT TO APPLY TREATMENT OF ENVIR❑AD channel so.the facility will function as intended. For wet bottom
Department requesting inspection of .items constructed m. Harris Y
_ P q 9 P
T NT N CALCULATIONS:
O.P,R.R.P.H.C. DE E I❑CARD T❑ BE USED AS DUST.CONTROL AS PER _ detention basins ensure no water is above.. the design level in the
_County Control District right-of-way. Prior to requesting • 9
N AT Y
PROCEDURES AND SPECIFICATIONS REGULATED B i wet bottom during normal water surface conditions in the channel.
- inspection, the drainage right-of-wayand or easements shall be 9
p 9 �
-LAND TO BE DEVELOPED AT THIS TIME IS 2.87. ACRES OF. - ENVIR❑TEX THE MANUFACTURER, OR EQUIVILANT, 10. Maintain flow in channel during construction and restore
staked and flagged. 9
THE 13,967 ACRE PROPERTY., channel to original condition:
4. Protect maintain, and restore existing backslo e drainage
F R CONSTRUCTION DRAWINGS 9 P 9 11. Remove all excavated material from the Harris Count Flood
STANDARD HCFCD NOTES 0 CO systems. Y
-2.87 AC X .65 = 1,866 AC/FT, i District or drainage right-of-way. No fill is to be laced within a
5. Backslope swale and interceptor structure .elevations and 9 9 y P
1. Obtain and comply with all applicable City, Count State and designated flood lain area without first obtaining a fill permit
++ Obt p Y PP Y• Y• � Locations shown on plans are approximate. Final elevations and 9 P 9
SURFACE AREA 1,197 AC, Federal permits and approvals, with assistance from Engineer, if from the a ro ride jurisdictional authority.
EXISTING ELEVATION P PP � 9 locations shall be field verified by the Engineer prior to PP P
-AVERAGE DEPTH = 1.63 FT
necessary. Obtain permit (certification) from Harris County - installation.
X.XX -TOTAL DETENTION 1,951 AC/FT
PROPOSED .ELEVATION Engineer to enter .Harris County Flood Control District 6. Establish turf grass on all.. disturbed areas within the channel
PR❑VIDED DETENTI❑N EXCEEDS REQUIRED = 0,058. AC/FT-
right-of-way. or deLurltion riqht-of-way, except the channel bottom and. where
0 1
DETENTION PLAN SCALE.1_ 30 „' 02 NOTES SCALE. NONE
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�r�rs
- planning - design - execution -
FP GQ B. o x 8 7 9
1__-a Porta, Tc-sxas 77572
o flce/Fax: (281) 887-9820 Cell: (713) 409-7760
www.projectdesignpartners.com
PROJECT NUMBER
PROJECT TITLE
V.
1.1.
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/0-16-�001
ENGINEER OF RF 'ORD:
WILLIAM T. MAN.,IN,:, JR., P.E.
TEXAS REG,S'RATION NO. 80640
MANNING ENGINEERING CORP., F-2630
108 SOUTH 2Nu 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
N 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 UNLESSDATED ED AND NOTED AS ISSUED FOR
T
CONSTRUCTION WORK. THIS DOCUMENT IS THE PROPERTY
OF AND IS NOT TO BE USED, IN
WHOLE OR IN PART, WITHOUT THE WRITTEN AUTHORIZATION OF
foroJ�c•� ft��s/c�ri /='arfr-��rs
WARN ■ N C
IF THIS BAR DOES NOT MEASURE I' THEN DRAWING IS
NOT TfQ SCALE
DRAWOFY:
CHECKED BY:04
Gv ,
SHEET TITLE
. SITE &
DETENTION
PLAN
DRAWING NUMBER
C 1.2
SHEET N..
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