HomeMy WebLinkAboutSAN JACINTO COLLEGE CENTRAL CAMPUS SITE PLAN (2)O:
to
I
O
O
O
Q0
/
w
0
m
Q
J
0
r
U
Of 3
00 _0
w
t- ~
LlJ cn
U)
_J X
>
v
> I-
U �
/ I
CD
0
1 3
r� 3
0-0
O C�
00
Lo I
jx
U)
Fr-
0
n
�C_O
N �I X
Y
0 ..
O ^
0) Of
0 m
N U x
N
O'
0-
N / U
N LL
50 0 25 50
SCALE: 1"= 50'
SiEPNA Ni
UN
ROU
BO'fN Be11d
Y
P AN
NINFA.
Park
iPE�'
�
RU f
i
FAIM
�
� Dy 1
Fj
DIR1M
WondNe
E$
Rr
TNANS y,
YeP�RHa
8eN,ony
CARPo
ACIDFL
C Forellc�
Canelery
EN
HIGHWAY
4yJ;
j
ft
A
l M
'
YAllow
tacAtlar
�d19�
rT:
NNOD HILL
0
NAYtcI
O'q
HUN EW
Z
R
CH
R�
B
NPDftOgF�YONT Pltw',.
�
rnE 0
eP
KEY MAP 578C&D
SCALE: N.T.S.
OHE N 86 4'10" E 1008.69' _SURVEYOR'S
LEGEND
NOTES:
DHE ---
ABBREVIATIONSDHE
O
CLEANOUTDHE
THE PLAT
1. THE BEARINGS SHOWN HEREON ARE BASED ON1.
- - -
PROP. PRIVATE DETENTION POND
CM - CREPE MYRTLE
O
CLEANOUT (RECORD)
STREET DEDICAT 0N" RECORDED UNDER VOL.
198,
2 DUMPSTERS EJB -ELECTRIC JUNCTION BOX
,g•
GAS VALVE (RECORD)198,
P . 76
PG. 76, H.C.M.R.
BASIN SHALL BE PROPERLY OPERATED FL - FLOW LINE
_c.u.R.
--- 10' BUILDING SETBACK LINE
pETENTION
AND MAINTAINED gY PROPERTY OWNER• -GATE POST
Z
HOSE BIB RECQRDGP
( )
2. ACCORDING TO F.I.R.M. MAP N0. 48201C0940L
W
12.50,
`'I H.C.D.R. - HARRIS COUNTY DEED RECORDS
R=s37.71'
®
INLETL-160.28'
COMMUNITY -PANEL NO'S 4803070940L & 4854870940L),
r'CONMM
MH - MANHOLE
tdAP REVISED DATE: JUNE 18, 2007. THE SUBJECT
. . • bw09.47'36" PG. - PAGE
IRRIGATION CONTROL VALVE
PROPERTY LIES WITHIN THE AREAS DESIGNATED AS ZONE
I PII
cB=s ossP35" w VIN CHLOR DE E
PVC POLY YL
x my
IRRIGATION CONTROL VALVE
"X" UNSHADED. DETERMINED TO BE OUTSIDE THE 0.2%
CL=160.08' RCP - REINFORCED CONCRETE PIPE
it�'�;
ANNUAL CHANCE FLOOD; AND ZONE "X" SHADED. AREAS OF
'`':iw''
z�.,�t
•�n•iu
,tt ,{.V- ; SAN. - SANITARY
(RECORD).,,,..:••:;:.,;.�.••`..,�•„,1,
0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL
.Y
p
"„"'
I
fir
I4
I llr,`SWR. - SEWER1N�.I
±�.kst,
❑
LIGHT STANDARDCHANCE
FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1
CB-N 0 '
-
- ;
..'.,r -
(h1,-
... t,;:ut e.nrx:.u�;;r{.',,�
,,1 , , �dtg_:,! >!". ,; , t , ..-t„(
(ix r i�.!
�
,.(
{
i,
;..5
it•�t1I
jj�� !
++jr�
I .0
!I�JSitl::r
:i.r4i.,wt'-
LL,+� , .:; , i„ k_ TR -TOP OF RIMFOOT
OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE;
L=16 .74' ,:: 5: t,
�:• �'
.:
k'�•�,y§I
r ti rn
.,;�." .
.1 +'�`4�=� ,t(!"f
, A . 4. tw c .r
II •i'..� !1i✓ t .�`%:,a . E'r. i
�in�a'�mr �u;'LI 'i. � ,k�„fiT 7.'i�P:a ry.:{. nfi(y�a�i:
i{
,I (�. '
+" •!�, (i tl�,
, d y..
1
<�:;
!
;�
I rif' dl .r hy, y E)*;$,. ..
VOL. -VOLUME
�
•
MANHOLE
AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE
G, r„ _ 4_ �{ ;�; _ ... , ..w„_
, ,..+t1
i
)„•. t,�
a.
�MIT.
1
� ,I
TI�
,
Ili
i 1V�
a t
, F
('I + a.
..,x;11(k � �
�c�MP(� pjlfik�Li
� l ..h���.
j.:: T)7j. ,-, -r.,l t: ,(1.{,+f'
.,I, i. ,. G, t ,� h
1"'('h I . i W�{.II.I,.
P, � . I � �, :
., Ir.P� Vt
; t tl}fih+.(.: I:� Y, :h. � !
Y,k'i �.'.l I,I
I. It,.{..
i F r
nf.�A
,YU
I
`i��•. N
a. .t+
�'�' � r .t r .T��
16I"(,'tt'uin�x
it `.
, i .I
I: �''.. 1.
.� tl"' , i t • {i
, t _�I♦�; �(N' 1 '7G''�"".:.,t�f' I
1
PEDESTAL
FLOOD.
"• '}I
-t li.
m. e�?ii�
„
d_. ... P .
� kp .".; 1
,,,�.r,,'r'(r �,,,?.��
h.. i.
d�I
11.,t.
(..1.1
rfi,
Idl,!:{
t
�it�,: [� ��,�:.
6I �`I���''t';ji11,��1.G,1.�P.,�
�,,..-L
n`i`I7t{��i .�k ,i l ..'F.. tI
KVar G r 11i
1,.tt H. 1. : Yk w,:{l.la.u�
,.._��..1.;,, i • ,gj;:.,�::rl�i�.::ilkv,..•
1 �:
i!� is .
a,rl,.nry
I,
.tir l:wirr',,,�4�t.tpp�`ti.��-MD.
IEt�� t,ffili,,,Eti�� 1i z{'It L
�r
t
POWER POLE
THIS STATEMENT IS BASED ON SCALING THE LOCATION OF
_. ,II'. :.:?+
'4Tlidi+x� iifii 11+11 'P43'r1i 2Y.�2I
�. --..
23 '�h�l l N�tirU.iJlJ,uilillif+.ii.xd.l,.
•+n1('r s.,...
f.
t
rP.l.
,�} ",,.. + 2•+.R.
�l ] �yY fil�-.,,.
-•-
SIGN
THE SUBJECT TRACT ON THE ABOVE REFERENCED MAP. THIS
F .) !'yf�2N�ry%)��i kA �i�ii�ti{{+�.,-. HNhaxr [tl
mii• tLi{v
i!!
INFORMATION IS TO DETERMINE FLOOD INSURANCE RATES
24. '
m -- 166'
Ow
WATER METER
ONLY AND IS NOT INTENDED TO IDENTIFY SPECIFIC FLOODING
RCS• 'm
{i'�h�iji!�I
5 4I' 25T,IsI D 85. 33' I I
I
WHEEL STOP
CONDITIONS.
•' s. N
23
Y ;ax CENMRPMNT ENERGY
1
3. ALL UTILITIES SHOWN HEREON ARE LOCATED USING
' r l ,>
a i t PLA. GAS UNE
a• 33T H�1 rry`-1+k
7 REINFORCED
"APPARENT &VISIBLE" EVIDENCE BY ON -SITE OBSERVATION
2 � 111M��Ii inE I I
o ENT
C NCRETE PAVEMENT
UNLESS OTHERWISE NOTED.
10 AD .,� o r� 7
PROPOSED a
N' o ili'2!£' I I
6• REINFORCED
CONCRETE PAVEMENT
4. ALL RECORD UTILITIES PLOTTED FROM DIGITAL FILES
s
BUILDING{icy(4
PROVIDED BY BROOKS &SPARKS, INC., PROJECT o.
` ' •° I
C
726-0079, FILE: SAN JACINTO COLLEGE CENTRAL CAMPUS
s/5' R. FND. , FF=28.75
m' NR4lt
MASTER PLAN, DATED MAY 15, 2007.
NOTES:
1. PARKING:
CITY OF LA PORTE PARKING REQUIREMENTS
ARTICLE VI CITY OF LA PORTE PARKING
ORDINANCE, SECTION 106-835
FOR COLLEGES AND TECHNICAL INSTITUTES
PROVIDED = 175 + 6 ACCESSIBLE
= 181 SPACES
2. DUMPSTER:
TRASH COLLECTION WILL BE ON SITE WITH 2 DUMPSTERS.
3. PER CITY OF LA PORTE BUILDING DESIGN STANDARDS THIS
STRUCTURE SHALL 100% MASONRY/ GLASS PRODUCT UNLESS
OTHERWISE APPROVED.
4. FENCING AND SIGNAGE WILL REQUIRE SEPARATE PERMIT FROM
THE CITY.
FLOOD STATEMENT
This tract is in Zone Y and not within the 100 year Flood Plain according
the FEMA Map # 48201CO940L, Revised June 18, 2007.
CITY APPROVING AUTHORITY CERTIFICATE
This is to certify that the City of La Porte, Texas has approved this site E
1d development of SAN JACINTO COLLEGE - CENTRAL CAMPUS TRANSPORTA
=NTER in conformance with the Ordinances of the Cit of La Porte. C
• ' p7
By:
Director, Planni g Department
SITE PLAN ACCURACY CERTIFICATE
W. Joel Seybert, am registered under the laws of the State of Texas to practice
ie profession of engineering and hereby certify that above site plan is true and
xrect; and that all bearings, distances, angles, curve radiues, and central angles
•e accurately shown on the site plan. � t
1. Joel Seybert
exas Registration No. 92999
W. JOEL SEYBERT
..........................
•.go,
92999
L1
REFERENCE BENCHMARK
RM 020255 - HCFCD ALUMINUM DISK STAMPED "B112 BM
03" ON BRIDGE AT SPENCER HIGHWAY AND WILLOW SPRING
BAYOU LOCATED ON DOWNSTREAM SOUTH CONCRETE WALK
AT THE CENTERLINE OF THE BRIDGE INKEY MAP 538Z IN
THE ARMAND BAYOU WATERSHED NEAR STREAM
B112-00-00.
ELEV.=24.11' (NAVD 88, 2001 ADJ.)
TEMPORARY BENCHMARKS:
TBM "L" - COTTON SPINDLE WITH BRASS SHINER STAMPED
"WEST BELT SURVEYING" SET IN POWER POLE LOCATED IN
THE WEST R.O.W. OF LUELLA BOULEVARD ±25' SOUTH OF
VENTURE LANE.
ELEV.=24.84'
TBM "S" - BOX CUT ON -CONCRETE BASE FOR THE
SOUTHWEST LEG OF HIGH VOLTAGE -TOWER LOCATED t300'
WEST OF ASHTON LANE. "` -_...,
ELEV.=24.46'
SAN JACINTO COLLEGE
CENTRAL CAMPUS
TRANSPORTATION
CENTER
ZONED R3
3501 LUELLA BLVD.
LAPORTE, TEXAS 77571
OWNER: SAN JACINTO JR.
COLLEGE DISTRICT
DEVELOPER: SAN JACINTO JR.
COLLEGE DISTRICT
BEING A SUBDIVISION OF 1 3.71 43
(TR 1 7) ACRE OUT OF THE TRACT OF
SAN JACINTO JUNIOR COLLEGE
DISTRICT
IN W.M. JONES SURVEY,
ABSTRACT No. 4B2,
CITY OF LA PORTE,
HARRIS COUNTY, TEXAS
DECEMBER, 2009
BROOKS
&
SPARKS,
INC.
CONSULTING ENGINEERING
TEXAS REGISTERED ENGINEERING
FIRM F-880
21020 PARK ROW PHONE.• (281) 578-9595
KATY, 7X. 77449 FAX: (281) 578-9686
SPR. 01
n n , •, i
0)
I a) 3
a n
� C7
Ui
)
X
N (n >
m
¢ O
m O CL
z 0 O
a
aQ0X
m �
N w U)
o 3
ry -0
O w
n
(n
Q (
X
O
U d-
c\I
O m
1, I
I X
W
V)
J 3
>
/ m
I
>X
/
O �
O
I �
O
O X
CO �
ED
/ 3
(n F-
0_ O
O
_ O
/ O
a �I
y Q0
O ..
O
`)
O m
O , S-
N U X
)Q
n 0 0)
Li 0- ::3
O LL
MIS' 4
R ts' OF (s) 1 .
STU, SWR. MH.
1R.2272
R 18' RP (N) 1&04
R 1B- PCP (5) 1&07
�t
'a' I T
P I GT.2 .04
6 R 18 RCP ) 18.49
R 18 RP 19.36
�16' U.E. --
]6. N..M.R.
OAK
VR o.w OAD
so
•88' INLET
CONCRETE
OT.21.67
FL NI- RCP (N) 18.13
R lE' RCP (S) ISA4
�i9-'ACP--4
`SI SAFI. NIL
TRm23.11
FL IW ftP (N) 1770
R 48' RCP (E) 15.0t
FL 48- ROP (N7 15.08
M. SWR, MH.
TR.2235
R 2C RCP (NW) 17.27
FL 42' RCP (N) 15.51
FL 48' RCP (SE) 15.35
-_ -- NCRETE
02°58 W
_ I I 1.D • •---
R=962.50' I i OP. TRENCH GRAIN
L= 24.53
160.93' T 23.03
b-9'34'47"
CB=N 07'48'08" W _PRP. 24 LF TREN
CL-160.74' ' RAIN O 1.00%
I I ' PROP. TRENCH
' PROP. 5 LF 12' HOPE TG 24.53
STM. . O 0.44% FL 22.79
PROP. JUNCTION BOX 8
TR SEF 3 ABOVE FG
FL 12"1 22.77 '
FL 12-(SE) 20.95
PROP. 34 LF 12" HOPE
STM. SWR. O 0.44% o
PROP. STM. 1SWR. MH3#39 PRO
CONCRETE W/ GRATE TO N TP �;
TG 24.80 5 e' I.R. FN . FL
FL 12-(NW) 20.80 1
--- FL 18-(5) 19.84 O
FL 18'(E) 17.85 N ,
7L 1 , as
PROP. STM. SWR. MH #37
--- 1 TG 25.80 F
° FL 12"(E) 21.80
® �FL 15"(S) 20.03 $
FL 18'(N) 20.03 '
1 0
o.
m �•
� Y A
Q
u f C
P
+3 PROP GRATE IN 1
aT TG 25.75
FL 20.45
TVA
�N o N9
Z � �
-Er
PROP, GRATE INLET N34
TT; 2s-as
FL 12"(E) 22.61
1 �, ($1) 20.71
1
PROP. 85 LF 12"
HOPE S1M. SWR.
O 0.44%
PROP'
GRATE INLET 1
® i FL 21.00
1 , , 5/R11.R. END.
PROP. 51 LF 12° HOPE
R=103 .50' STM. SWR. O 0.44X
L=17.80' ° - °
&•9'2916" PROP. JUNCTION
7'50'54 W 0
25.00
CL-171. 1' '® TR FL 12'(S(5) 2277
PROP. 6 LF 12" HOPE
STM. SWR. O 0.44X
11 L
CONCRETE
CONCRETE
TG.22.61
R 3e RP (E) 19.46
STM. SI MN. II
TR.24.64
R 18' RCP (N) 19.57
R 24 RCP (E) 19.21
FL 2C RCP (S) 19.49
R 8 PVC (wy
IF PVC l A W30I 6
CONCRETE )
W IN
TO V. 0
'OP
IS'19. 3
R2 RPW)
O
SAN. SWR. MH.
TR=24.57
R Cr1CLAY (E) 13.36
FL 10- CLAY (W) 13.33
FL 19.00
PROP CURB INLRT N7S
28.25
TP 27.42
FL 12°(Y) 23.25
PROP. 52 LF 12" HOP
STM. SWR. O 0.44
PROP. GRATE INLET
FL 12-(N) 23.02
FL 18-(SW) 17.48
CH FL 24'(E) 17.48
PROP. 142 LF
DRAIN 18 HOPE STM.-
SWR. O 0.26%
R 24' FOP
PROP. NYLOPLAST
OHE--"
TBM "S
OHE�_-
OHE SAN. SWR. MH.
TR=. 3.97
OHL
OHE
OHE
ELE
(FULL OF WAIER)OHE--_�---
(FULL EOF WATER)
p FI
PRP. STM. SWR. MH 9
CENTERPOINT
65' HL&P FEE STRIP
ONE
-0 GRAfnNLET PROP. 237 LF.
ENERGY 4• Pu.
N°$6°54'10"
71
H.C.C.F. No. C207308
OHE
If HOPE STN:
TG
OHE
PROP, 237 LF 12" HOPE
10' U.E.
VOL. 198. PG. 76. H.C..R.
10• BUILDING SET ACK LINE
11•(� 17.96 SWR• O 0.44.E
FL 16.41
�_ _ _---------=0_.-
° w• _ _
- --"-'
-
STU. SWR. O 0.44%
4• ¢Ar
s�wY -----�
PROP. CURB INLET N28
PROP. 51 LF 12" HDPE
INLET
PROF. CURB INLET •#, 7
STM. SWR. O 0.44X
PROP. 50 LF 48° HOPE
Wm MH
PROP. CURB
TP 27.27
TP 27.27
FL 23.10
STM. SWR. O 0.09%
ae
I,EV.=ER)19.19
;ATE.)
1P 27.27
FL 23.10
. . . .
FL 15.80
OF
FL 23.10
PP
_
1 . S
PROP.
GRAZE IN
_-
PROP. GRATE INLET 1
TG 27.6
PROP. STM. SWR. MH #50
R 4
FL 24'(W) 16.81
-FL 10'(S) 24.00
R 3
FL 30'(S) 16.81
TG 23.00
. O R
FL 12"(N) 22.86
2• HD E Im
FL 12"(N) 16.19
FL 24°(W&E) 17.33
WR. 00. X
FL 48"(S&E) 15.85
HDPE STM. SWR.
O 0.18%
PROP. 9 LF 24" HOPE
1
$ O 0.18%
.O.
STM. $wR. O 0.18%
4
44 LF 30 PE
PROP. 71 LF 48° HDPE
TM. SWR. O 0.08R
8' STORM
ROP.
4
._ _ 0�(SEETMCREP PLAN)
�RE24S5 PLAN)
3 n 3
7L1. SWR. O 0.13%
PROP. 104 LF 48" HOPE
PROP. GRATE INLET
#51
rmvI-• 8 STORM
_ySH PROP• PVMT _
MEP PLAN)
8• STORM
OP. GRATE INLET 2
(SEE
FL 10'(S) 24.00 R 24.55
(SEE MEP PUN)
R 24.55
8' STORM
TG MATCH R (SEE MEP PLAN)
FL 12"(N) 22.85
FL 10"(S) 24.00 R 24.55
FL 24•(Wr&E) 16.94
FL 12"(N) 22.87
FL 24•(W&E) 17A6
-6' STORM
PROPOSED PROP. 44 LF
(SEE MEP PLAN)
R 24.75
a• STORM
4Y HDPE STM.
BUILDING SWR. O 0.09R
(SEE MEP PLAN)
PROP. GRATE INLET #20 R 24.55
FF=28.75
717-9AWPROP.
FL B'(N) 24.48
PVMT PROP. GRATE INLET 21
PROP. GRATE INLET 22
6' STORM
r(SEz4 ]9 PLAN) FL 12'(S) 23.81
FL 12'(W) 23.52
FL 8'(N) 24.50
FL 12°(WAE) 23.93 FL 15-(E) 23.27
()
(S STORM
FL 15"(W&E) 22.98 (SEE MEP PLAN)
PROP. 27 LF 12' HOPE
FL 24.55
STM. SWR. O 0.44%
B' srOftM
3
PROP. GRATE INLET 20c
(SEE MET PLAN)
(SEE MEP PLAN)
FL 24.55
FL 10"(S) 24.30
R 24.55
FL 12'(E) 24.05 8' STORM
MP PLAN)
(SEE
FL 24.55
B' STORM
STM, SWR. O 0.44%
STM. Ste, O 0. %
(SEE MEP PUN)
PROP, 72 LF 15"
R 24,55
PROP, 44 LF 12' HOPE
PROP. 6 LF 12' HOPE
STM. SWR. O
�I STM. SWR. O 0.44%
C.O. 4 STM. SWR. O OPR P• 3l LF '(RENCH
I I'
J
I I DRAIN O 1.00%
PRL+P, GRATE INLET #I
PROP. GRATE INLET Ob
TG 28.10
FL 25.10
FL 12'(W) 22.96
FL 12°(5) 25.22
22.71.
FL 12'(E) 25 07
FL Vr(E) .
9.35
2 FL 8° (W) 24.00
PROP. 19 LF 12 115.10
O44%
FL 12"1 24.00 8' STORM
STM. SWR. O
1 I I I II
P 7 ti
MEP
24. 5
FL 25.30 PROP' GRATE INLET 190
4 M
�•o TG 2 0
STORM PROP. 36 LF TRENCH C.O.
FL 23.30
(SEE MEP PLAN) DRAIN O 1.00%
ROP. 53 LF /'
FL 24.75 TG 28.30, FL 25.66
PROP. GRATE
PROP6 !F 12' HOPE
PRP. GRATE INI
HOPE S1M.
R. O 0.44%
2 INLET 15
0PROP.
• 3 STM. SWR. O 0.44%
31 LF TRENCH
T
FL 8"(S) 24.00
FL 12. "(E) 25.07
DRAIN O 1.00%
FL 121(W) 23.11
/
4 FL 12"(S) 24.10
TG 28.10
FL 15°(E) 22.86
• )
PROP. NYLOPLAST
FL 25.10 FL 25.41
I 1 II I
1 1 D 1
PROP. 59 LF
INLET 3 PRP. 23 LF
5 I I I I
!' HOPE STM.
12" HDPE
12 HDPE
3 '
�WR. O 0.44%
FL 8'(E) 24.00 STM. SWR.
HDPE STM. SWR• 5 SWR. O 0.44%
c 1
FL 12'(N) 22.87 O 0.44%
O 0.44%
12'(W) 22.87 10' STORM
C.O....
C.O.
C.0 C.O.
3
0 6' STORM (SEE MEP PLAN) 4
4 3
(SEE MEP PLAN) R 24.35
0 _
C
R 24.75
9' STORM
(SEE MEP PLAN)
PROP. GRAZE INLET 6
10, STORM ROP. GRATE INLET 7
FL 24.55
2 TG MATCH PROP. PVMT
(SEE MEP PUN)
3 FL 12-(W) 23.64
R 24.55 FL 12'(S) 24.03
PROP. GRATE INLE
FL 12°(NdtE) 23.64
FL 12'(W&E) 23.37
TG-2T.30
FL 17.65
PROP. NYLOPLAST PROP. NYLOPLAST
6' STORM
PROP. NYLOPLAST I
TG 27.30
IN 0 6' STORM
TG 27.30 (SEE MEP PLAN)
(SEE MEP PLAN)-
R 24.75
INLET FL 24.06
FL 6°(N) 24.50 R 24.75
PROP. 88 LF 12'
FL 6'(N) 24.50
FL 12'(W&E) 23.71
HOPE STM. SMrtI
FL 12'(E) 24.30
1 2
O 0.44%
PROP. 34 LP
5' STORM
HOPE S1M. SWR
(SEE MEP PLAN)
R 24.75
00
❑ ❑
ROP. 26
PROP. TRENCH 2
PROF
TRENCH----_-'
�.�-•---
INLET
HOPE- a
0.33% _
/A%
//l
/ IlRi
�iiiV
I
7-1 IV /I
PROP. 57 LF
15' HOPE STM•
SwR.� O p0.33%
-I-F--IY / I
PROP. 36 LF
24" HOPE STM.
SWR. O 0.18%
2
RAIN O TG 27.45
PROP. 10 LF PROP. 67 LF
.00X FIL 25 40 PROP. 55 LF TG 23..52
12' HOPE STM. 12" HOPE STM.
12° HOPE STM. FL 23.42 . ✓tt
SWR. O 0.44% SWR. O 0.44X SWR. O 0.44X I N
PROP. 60 LF PROP. JUNCTION BOX #10 PROP. 45 LF PROP. NYLOPLAST O
I I I I
TRENCH DRAIN TR 3 ABOVE FG 12' HOPE STM. INLET
1 O 1.007. . • FL 12•(W) 25.36 SWR. O 0.44X TO 27.30 PROP. Q. I. MH
FL 12-(5) 21.30 FL 23.86
PROP. TRENCH . TG 23.90
TG 27.45 .• I I I I I I FL 12"1 20.90
FL 26.00 PROP. JUNCTION BOX 2 FL 18-(W&N) 18.55 PROP. 54 LF t
I I ° TR 3 0 G PROP. GRATE INLET HOPE STM. SWR
FL 12'(N) 21.00 PROP. 84 LF 15" HOPE III R 255.vu 19,08 O 044X
FL 12'(S&W) 19.96 STM. SWR. O 0.33X 18'(E) 19 "
PRIP. 69 LF 12' HOPE FL 15"(E) 19.71 1 ' S1M, $ O 6
555TM. SWR. O 0.44% , 5 . O 0. i '
PE u
I 1 " PROP. 5 LF 12" HOPE
ROp, 80 STM. SWR. O 0.44%
PROP. 20 LF �0' &L. VOL 19& Pc. 76. H.c_M.R. 10_BUILDMGt SE T6AMKo U
�__ tY ODPE SRS. 12-44•oz'w 0.
$ O 0.44%
�N 03'O6'15' V1 � 6 _ _ - _ NiERPowT
ENERGY 4' MA.
PROP. TREN" DRAIN PROP. GRATE INLET VENTURE LANE GAS LINE
TG 23.20 -- (60' R.O.W.) PROP. JUNCTION BOX
PROP. JUNCTION BOX Nib FL 21.70 FL 15-(W&E) 19.43 CONCRETE 0 G
G FL 12'(E) 21.14
FL 12.1 21.43 PROP. 25 LF TRENCH FL 12-1 20.14
FL 12*(NW) 20.05 DRAIN O 1.00%
SIAL TR=22.99
-31
PROP. TRENCH DRAIN R 30, FOP (E)) 1 -35
TG 23.20 FL 30' RCP (E) 15.35
'ee' 1NiET FL 21.45
GT.22.17
R 24' RCP (SW19.035
R 24' RCP (N)
IS STM. SWH. MH.
iR=2},13
R 24' RP (NW) 19.13
R 30' FOP (E))16.981
-SAN. SWR. MH.
TH=23.02
R 8' CLAY (E) 15.12
FL 8' CLAY (w) 15.28
PROP. 6' CHAINUNK FENCE
PROP. PRIVATE DETENTION POND
ANDMAINTAINED BY PROPERTY OWNER, ROPER OPERATID
"Lip PROP. CONFLICT MH.
LFj
PROP. 92 M.
12" HOPE STM.
.J)� �j'p(�p-ppF{'I'-
PROP. SA $WR. MH
SWR. O 0.44%
FL 15.98
TR 3 ABOVE FG
FL 48"(W&N) 15.90
1
I� ROP. 7 LF 48' HOPE
/
. SWR. O 0.08%
PROP. GRATE INLET N52
PROP. STM. SWR. MH 5
FL 18.40
FL 30'(N) 16.75
FL 42-1 15.99
FL 48'(E) 15.99
Gr2T.'85A'IE INLET #24
16.03
PROP. 18" STM
❑ SWR. PLUG #2
I.R.
I
Rm937.71'
L-160.28'
f &- 09'47'38`
' CB-S 05'51'
CL=i 60.08•
I
' I 1/2' R. END.
CENTDIPOIN
PLA. GAS L
It
CENTERPOIN N GY
%"PLA. CAS U
FL 17.64
PROP. 35 LF 18" HOPE
STM. SWR. O 0.26%
PROP. STM. SWR. MH # 54
W R T P
TG 2.2.80RP.
f
GRATE INLET 23
FL 12-(S) 18.23
15'(W) 22.74
FL 24 (E) 16.72FL
16.70
18'(E) 17.55 CALLED 13.7143 ACRES'
36'(S) 16.36 SAN JACINTO COLLEGE DISTRICT
42'(N) 16.09 H.C.C.F. No's M361264 & M361265
PRP. GRATE INI.ET�9c
' '
15°(W) 22.52
PROP. 11 LF 24° HOPE
36'(S&N) 16.45
STM. SWR. O 0.18%
PROP. 60 LF 36' HOPE
N
STM. SWR. O 0.11%
rn
'
PROP. GRATE INLET 9
O
m
U
FL 15"(W) 22.42
FL 30-(S) 17.01
❑
N
FL 36'(N) 16.51
n
PROP. 64 LF 30' HOPE
PROP. GRATE INLET 3
' a'
TM. SWR. O 0.13%
FL 18.80
❑ PROP. 24' STM
Q^�
SWR. PLUG #1
FL 18.66
PROP. 35 LF HOPE
30° FL 14.20
'
In ro
Q �-
0.1
STM. SWR. O O.18X
M a
❑
�O
PROP. GRATE INLET 14
N9 I
PROP. 50 LF 30" RCP
N
FL 24'(E) 18.60
STM. SWR. O 0.13%
FL 24°(W) 17.59
FL 30"(N) 17.09
PROP. STM. SWR. MH 8
TR 3 ABOVE FG
FL 12-(S) 17.21
PRP. STM. SWR. MH #12
FL 30"(N&E) 14.14
CMMRPa
W T P
TG 26.10
ENERGYGAS LI
,.
FL 12'(W) 23.03
o
FL 18-(SE) 18.28
w
FL 24'(N) 17.78
aFO
U
y
PROP. GRATE IN 7
m�
'
r'88' INLET
GL19.84
R 24- RCP (W) 15.20
R 24' RCP (E) 15.08
M. SWR. MH,
1R.20.37
FL 24" RP (W) 14.95
R 3U' RCP (S) 14.55
R 24 RP (E) 15.31
FL 30-(W) 14.10
FL 30'(S) 13.98
PROP. STM. SWR
FL 30'(W) 14.01
EXIST.
R 30' (N&S) 14.01t
TI
FL 17.59 y ti PROP. 65 LF 30' RCP
c5 STM. SWR. O 0.13X
q' ' W/48' BORE & JACK
2•
PROP. 28 LF TRENCH PROP. GRATE INLET #55 m� CENTERPOINT ENERGY
(1''Sf� O PLA GAS LINE
DRAIN O 1.00X
FL 18.50
O01'M N
PROP. TRENCH DRAIN
TG 23.20
y`
STM. SWR. O 0.44R
yp:• •BB' INLET
GT+19.B9
(E) t
PROP. TRENCH DRAIN
R=1830.00'
TG 23.20
L=402.70'
s/a' LR. END•
FL 21.42
N=12'36'29"
PROP. GRATE INLET
`5?34' w
PROP. 4 LF le HOPE
CB=N 86.48'01° W
14.2
:3TM. SWR. O 0.44%
CL=401.85
FL 17.95
5/8' LR. END.
ORS. 539'51'OB'W. 0.19'
BB' INLET
cT.20.11
IRON
RNGE
_ R 2C RCP (E) 19.701)\
S TP..2233
R 30- RCP (W) 14.40
STM. SWR. NN.
lR+2t.{0
R 24'RCP (w)16.11
FL 30' RP (0) 13.65
R W RCP (S) 13.54
'BB' INLET
GT.14.87 1607
R 24- RP (W)
R 2C RP (E) 16.05
BROOKS & SPARKS INC.
CONSULTING ENGINEERING
TEXAS REGISTERED ENGINEERING FIRM F-880
21020 PARK ROW PHONE: (281) 578-9595
KATY, 7X 77449 FAX- (281) 578-9686
50 0 25 50
SCALE: 1'= 50'
LEGEND:
O PROPOSED MANHOLE
O PROPOSED MANHOLE W/GRATE TOP
O PROPOSED GRATE/CURB INLET
0 PROPOSED NYLOPLAST INLET
DIRECTION OF FLOW
FL FLOW LINE
1,
aC•0. PROPOSED CLEANOUT
O PROP. 4" STM. SWR. 0 1.00% MIN.
O2 PROP. 6" STM. SWR. 0 1.00% MIN.
O3 PROP. 8" STM. SWR. 0 1.00% MIN.
O4 PROP. 10" STM. SWR. 0 1.00% MIN.
O5 PROP. 12" STM. SWR. 0 1.00% MIN.
GENERAL NOTES
1. ALL UNDERGROUND UTILITIES SHOWN ARE NOT GUARANTEED
TO BE COMPLETE OR DEFINITE, BUT WERE OBTAINED FROM
BEST INFORMATION AVAILABLE.
2. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN
THE FIELD PRIOR TO CONSTRUCTION.
3. THE LOCATION OF ALL UTILITIES PRESENTED ON THESE
DRAWINGS IS SHOWN IN AN APPROXIMATE WAY ONLY. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION
BEFORE COMMENCING WORK. HE AGREES TO BE FULLY
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND
PRESERVE THESE UNDERGROUND UTILITIES.
4. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS
REQUIRED PRIOR TO STARTING CONSTRUCTION OF UTILITIES
OR WORK IN THE STREET RIGHT-OF-WAY.
W. SEYBERT
.
..........................
. :� 92999
4FCE14SE�G��"o
CT�S/O�ohoo�EtN q
TRANSPORTATION
CENTER
SAN JACINTO COLLEGE
HARRIS COUNTY, TEXAS
1
STORM SEWER
PLAN
NO.
I DATE
REVISIONS
BY
DRAWN BY: QLY CHECKED BY: WJS
DESIGNED BY: SPG APPROVED BY: WJS
PROJECT NO. 667-0003 DATE: DECEMBER, 2009
SCALE: 1" = 50' SHEET SPR. 02 OF 5
q
n
a
z
QL -
Z ~
z _
a
i
d
x a
g
t
3
� W
W �
N� I
D x
� t�
W I
N
m O
m
w� OE-
fl
O
z Q X
co
w w w 3
O o 0 -
¢ n
Qx
W �
O 3
Fry
C�
ry
x
O a
LL �
I- a
W
(n 0
J O
>
CJ x
3
O In
00
I
O O
O O
O O
O �
Co
/
(n
O_
3
0_
_a O
- � N
� m
Q � I X
O .
O
cy)
O 4
m
O x
N U
Q) U
U '0
o a �
N / v
TOP WALL 23.50 100 YEAR
CONCRETE RETAINING WALL ELEV. = 23.00
(REF. STRUCTURAL DWG)
TOP WALL 23.50
CONCRETE RETAINING WALL
(REF. STRUCTURAL DWG)
WALL 16.70 FL 0 OUTFALL
14.20 BOTT. WALL 16.70
1.00% MIN. 1.00% MIN.
CONCRETE
PILOT CHANNEL
PROP. 2' PROP. FLEXTERRA FGM PROP. 4"
COMPACTED EROSION CONTROL SELECT TOPSOIL
CLAY LINER (ALTERNATE - ROLLED SOD)
8'
1.5'
1.009"•
1.5'
5" CONC., 5 SACK 3000 P.S.I.----�
0 28 DAYS W/ #4 BARS,
12' C.C.E.W. 2" WEEP HOLES
10' SPACING
PROVIDE REDWOOD EXPANSION JOINTS EVERY 40'
SECTION "B"
PILOT CHANNEL
N.T.S.
SECTION "A"
N.T.S.
1.00% MIN.
- 24" x 8" TOE WALL
SEE PLAN
e'
CONFORM TO SLOPE
CONC. SLOPE PAVING, 5 SACK
3000 P.S.I. 0 28 DAYS W/
#3 BARS 0 18- C.C. OR APPROVED EQUAL
STORM SEWER PIPE CONCRETE PILOT CHANNEL
GROUT N/-4'
L
CONFORM TO REWIRED F=
ELEV.
SECTION
NOTE: DIMENSIONS SHOWN ARE TYPICAL EXCEPT WHERE
SHOWN DIFFERENT ON PLANS.
a.
Lq7 M
C 0 5BARS " C.C.ACROSS OPENING
-M
B'x24- 70EWALL ALL AROUND 00
PLAN
STORM SEWER INFLUENT/EFFLUENT STRUCTURE
N.T.S.
OUTFALL ORIFICE CALCULATIONS:
ALLOWABLE DISCHARGE Q=27.42 CFS
HARRIS COUNTY 27.42
CITY OF LA PORTE 27.92
Q = CA*((2gh)" 0.5)
A = Q/(C*((2gh)"0.5))
A = 24.42/(0.8%2*32.2*1.5)-0.5))
A = 3.008
D = 2*(A/3.14)-0.5
D = 2*(3.008/3.14)"0.5
D = 1.957 FT.
USE 24" PIPE
ACTUAL OUTFALL RATE:
Q = CA*((2gh)-0.5)
Q = 28.52 CFS
6._0.
0' TO 12'
a n 4.
a n
444
.
$3 O 15- E.W.
OR 6x6xW4.5xW4.5WWF
5' CONC., 5 SACK 3000
P.S.I. 0 28 DAYS
W/ /4 BARS, 12" C.C.E.W.
CONTRACTOR SHALL PROVIDE
REDWOOD EXPANSION JOINT AT
A MAXIMUM 40' SPACING WITH
CONTROL JOINTS AT 10'
SPACING.
SECTION "C"
PILOT CHANNEL
N.T.S.
DETENTION SUMMARY
1. AREA SERVICED=
13.71 ACRES
2. DETENTION STORAGE RATE=
0.55 AC.FT./AC
3. DETENTION STORAGE VOLUME REQUIRED
7.54 AC.FT
4. 100-YR DESIGN WATER SURFACE ELEVATION=
93.00 FEET
5. TOTAL DETENTION VOLUME PROVIDED
(AT WATER SURFACE ELEVATION 23.00)=
8.247o ACRE-FEET
6. MAXIMUM OUTFACE RATE ALLOWED
(PER 100-YEAR UNDEVELOPED)=
27.42 CFS
7. MAXIMUM OUTFALL RATE PROVIDED=
28.52 CFS
8. 24" RESTRICTOR.
PROPOSED DETENTIONPOND:
1. VERTICAL WALL AREA:
A=1.1329 AC
WSEL 23.00, TOE 16.7
H=23-16.70= 6.3 FT
Vo=AH=1.1329x6.3=7.1371 AC -FT
BOTTOM
START TP 16.30, END TP 14.70
H=16.30-14.70=1.6 FT
Vb=0.5*AH=0.5x1.1329x1.6=0.9063 AC -FT
V7=Va+Vb=7.1371+0.9063=8.0436 AC -FT
2. BOTH SLOPE END:
A=0.0646 AC, H=6.3 FT
V2=0.5*AH=0.5xO.0646x6.3=0.2034 AC -FT
TOTAL PROVIDE DETENTION VOLUME:
V=V 1 +V2=8.0436+0.2034=8.2470
_ p FENCE
3�
h7:
x
PROP. 60 LF TBM S.
SWALE O 0.50%1
0'
h
h71
x �
PROP. 77 LF.
SWALE 0 0.52%
PROP DETENTION POND WALL
a (REFERENCE STRUCTURAL-
hy. DRAWINGS),(
x
PROP. 77 Lt
ti SWALE O 0.5"
x
x
CALLED 13,7143 ACRES
SAN JACINTO COLLEGE DISTRICT
H.C.C.F. No's M361264 & M361265
h77
x
h
h7.
x
FL
PROP. 62 LF
SWALE O 0.65%
PROP. STORM WATER
QUALITY FEATURE
FLOATABLES COLLECTION
SCREEN
(SEE DETAIL SHEET)
/ PROP. 62 LF
SWALE O 0.65X
N�
h
x
DETENTION C
WALL E
PROP. 50 LF 30' RCP
STM. SWR. O 0.13%
GRASS \ W/24' RESTRICTOR
PROP. STM. SWR. MH
TR 3ABOVE FG
FL 12-(S) 17.21
FL 30-(N&E) 14.14
PROP. 60 LF
SWALE 0 0.67X
9
FL�
x (60' R.O.W.) x CwPROP.
TP
CONCREAl c n
SW.
1 30' RCP
FL 30' RCP
1 24' RCP
FL 24 RCP (E) 16.05
b
q x9 h�.yh
ti� _Qp'Y x h0
F
x
3W INLET
T=11184 15.20
L 24' RCP (E) 15.05
W. SWR. mm.
R-20.37 14.95
L 24' RCP (%l
L 30' RCP (5) 14.55
i INLET
.15.99 15.81
24' RCP (E)
e FL 30"(W) 14.10
x FL 30'(S) 13.98
PROP, STM. SWR
FL 30-(W) 14.01
EXIST.
FL 30' (N&S) 14.011
PROP. 65 LF 30" RCP
STM. SWR. 0 0.13%
W14W BORE & JACK
_... mow" ,IN.
so 0 25 50
SCALE: 1"= 50'
itomm ��
O
PROPOSED
MANHOLE
O
PROPOSED
MANHOLE W/GRATE TOP
o
PROPOSED
GRATE/CURB INLET
®
PROPOSED
NYLOPLAST INLET
---
DIRECTION
OF FLOW
IT
FL
FLOW LINE
*C.O.
PROPOSED
CLEANOUT
O
PROP. 4"
STM. SWR. Q 1.00% MIN.
O2
PROP. 6"
STM. SWR. O 1.00% MIN.
O3
PROP. 8"
STM. SWR. O 1.00% MIN.
O4
PROP. 10"
STM. SWR. 0 1.00% MIN.
O
PROP. 12"
STM. SWR. 0 1.00% MIN.
GENERAL NOTES
1. ALL UNDERGROUND UTILITIES SHOWN ARE NOT GUARANTEED
TO BE COMPLETE OR DEFINITE, BUT WERE OBTAINED FROM
BEST INFORMATION AVAILABLE.
2. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN
THE FIELD PRIOR TO CONSTRUCTION.
3. THE LOCATION OF ALL UTILITIES PRESENTED ON THESE
DRAWINGS IS SHOWN IN AN APPROXIMATE WAY ONLY. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION
BEFORE COMMENCING WORK. HE AGREES TO BE FULLY
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND
PRESERVE THESE UNDERGROUND UTILITIES.
4. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS
REQUIRED PRIOR TO STARTING CONSTRUCTION OF UTILITIES
OR WORK IN THE STREET RIGHT-OF-WAY.
I
CONSULTING ENGINEERING
TEXAS REGISTERED ENGINEERING FIRM F-880
21020 PARK ROW PHONE. (281) 578-9595
KATY, 7X. 77449 FAX: (281) 578-9686
..........................
W. JOEL SEYBERT
..........................
92999
��p0 FS� ICENS��G�2�a,
�445,°p L
TRANSPORTATION
CENTER
SAN JACINTO COLLEGE
HARRIS COUNTY, TEXAS
DETENTION POND
PLAN AND DETAILS
NO. I DATE I REVISIONS I BY
DRAWN BY: QLY CHECKED BY: WJS
DESIGNED BY: SPG APPROVED BY: WJS
PROJECT NO. 667-0003 DATE: DECEMBER, 2009
SCALE: 1' = 50' SHEET SPR. 03 OF 5
-5 q I
_.i
3
Q
0_
CL 3
I
C)
W
O 1--
0 (n
0 1
r X
LD
19
W 3
0_ m
o�
d 1
Q X
_I
0
O X
ry
O Q
LL. 3
W O
�n
O
_J
>~
I
CJ X
> Q
'v 3
OQ
03:
I I
00
00
00
rK
T d'
N
D- I
E.--
O- �I X
- 0 .
N O
0_ `.
0 m]
0,
N U X
Q) (n
0 0 N
� � U
O L�
4E--
ss \7
PROP. 8' WATER
W/65' A
0 r_
PROP. 6' DEfE
---
BACKPLOW FLO'
ASSEMBLY w/
MODFL N0. DDI
R=962.50'
—'--
L-160.93'
dw934'47'�
CB=N OT48'08' W
----
CL-160.74'
CONCRETE
a
CONCRETE
OAK6o'VR o.w.OAD
CONCRETE
P (N) 15.13
eel ,P,d
FL "' RCP (E) 1S.OT
p 49' RCP (NW) 15.03
50 0 25 50
60 m
SCALE: 1"= 50'
LEGEND:
O
PROPOSED
MANHOLE
C.O.
PROPOSED
CLEANOUT
b6
PROPOSED
FIRE HYDRANT
0
PROPOSED
GATE VALVE
D
PROPOSED
T.S.&V.
FL
FLOW LINE
r
—
DIRECTION
OF FLOW
1
EXISTING FIRE HYDRANT
GENERAL NOTES
1.
ALL UNDERGROUND UTILITIES SHOWN ARE NOT GUARANTEED
TO BE COMPLETE OR DEFINITE, BUT WERE OBTAINED FROM
BEST INFORMATION AVAILABLE.
2.
CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN
THE FIELD PRIOR TO CONSTRUCTION.
3.
THE LOCATION OF ALL UTILITIES PRESENTED ON THESE
DRAWINGS IS SHOWN IN AN APPROXIMATE WAY ONLY. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION
P (w) 15.20
P (E) 15.08
BEFORE COMMENCING WORK. HE AGREES TO BE FULLY
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND
NR,
PRESERVE THESE UNDERGROUND UTILITIES.
' (145
e (s) 4.5.55
5) 1
4.
CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS
REQUIRED PRIOR TO STARTING CONSTRUCTION OF UTILITIES
OR WORK IN THE STREET RIGHT-OF-WAY.
GENERAL CONTRACTORS (GC) NOTES:
OCONTRACTOR TO CENTER JOINT OF C900 WATER LINE
ABOVE PROPOSED SANITARY SEWER MAINTAINING MIN.
2' VERTICAL CLEARANCE.
OCONTRACTOR TO CENTER JOINT OF SANITARY SEWER
AT PROPOSED WATER LINE MAINTAINING MIN. 2'
VERTICAL CLEARANCE.
O3 CONTRACTOR SHALL PLACE EXPANSION JOINT ALONG
10' WATER LINE EASEMENT NTH EXPANSION JOINTS
PERPENDICULAR TO THE EASEMENT AT 60' SPACING.
(REFERENCE JOINT PLAN).
v
BROOKS
&
SPARKS,
INC.
CONSULTING
ENGINEERING
TEXAS REGISTERED
ENGINEERING
FIRM F-880
21020 PARK ROW
KATY, TX. 77449
PHONE: (281) 578-9595
FAX.- (281) 578-9686
..........................
W. JOEL SEYBERT
...' 'O' 92999�
�pg4FiCENS�o��``,
TRANSPORTATION
CENTER
SAN JACINTO COLLEGE
HARRIS COUNTY, TEXAS
SANITARY SEWER
AND WATER LINE
R Mo W#7-%q I Ic]!
DRAWN BY: QLY CHECKED BY: WJS
DESIGNED BY: SPG APPROVED BY: WJS
PROJECT NO. 667-0003 DATE: DECEMBER, 2009
SCALE: 1" = 50' SHEET SPR. 04 OF 5
q
;PTE9:
1. The landscape contractor shall be
responsible for all materials and all
called for on the landscape plans an
landscape specification. Contractor
verify all quantities and report any
discrepancies at time of bidding.
work as
d in the
shall
Issue
No, Date Description
OUTDOOR 15RE41CROOM AREA - PLANTINCG PLAN
a
u
2. All plant beds and tree saucers shall be
top dressed with recycled palette mulch.
8. The landscape contractor is required to
maintain all plant material in an upright and
stable position. Staking methods must be
approved by the Landscape Architect. See
Detalis.
4. Finish grade before planting shall be 2"
below finish surface of adjacent paving or
top or"adjacent curbs.
5. Landscape contractor shall review
architectural/engineering plans to become
thoroughly familiar with surface and
subsurface utilities.
'a. Landscape contractor shall coordinate
with the lighting and irrigation contractors
egarding timing of the Installation of plant
-material.
T. Every possible safeguard shall be taken to
protect building surfaces, equipment and
urnishinggs. Landscape contractor shall be
•esponsible For any damage or injury to
7erson of property, which may occur as a
esult of his negligence in the prosecution of
:he work.
a,. The landscape contractor shall assure
:hat his work does not interrupt established
Dr projected drainage patterns.
a. The landscape contractor shall assure
adequate vertical drainage in all plant beds
and planters. vertical drilling through any
:ompacted fill to native soil shall be
accomplished to assure drainage.
lo. Peg sod on slopes, as required
ray the andevent scape a chlteet. to be
to
approved
11. Areas to be sodded are indicated on the
planting plan. The landscape contractor Is
additlonaily responsible for the repair of
arede and reestablishment of lawn in all areas
disturbed by construe
activities outside of ii
Grading and new lawn
Lie to the satisfaction
architect.
12. Planting may be adjusted around
electrical transformers in the field at the
discretion of the landscape architect to
provide 6 clear in front and S' clear around
all sides.
JAN. 19.2010 ISSUE FOR SITE APPROVAL
DANS BY & MILLER
ARCHITECTS, A.I.A.
AFFILIATE OF MORRIS ARCHITECTS, INC.
1001 Fannin Street, Suite 3001 Houston, TX 77002 USA
Phone 713.622.11801 Fax 713.622.7021
www.morrisarchitects.com
Project Team
Oansby & Miller Architects
AFFILITATE OF MORRIS ARCHITECTS, INC.
Architect
Rogers Moore Engineers, LLC
Structural Engineers
2411 £ounidWcm, Strata 222 Hous±on, Was 77057
Phone: a3224z 3372
JSE Engineering, Inc.
Mechanical, Electrical, Plumbing Engineers
i 025 Nair Tan Pima , Sie. e10 Houston. Texas 17064
Phone: 781!945 4545,
Brooks & Sparks, Inc.
Civil Engineers
2 toYl Park �oW Katy. roxas 77449
Phone: 281-578.9545
Morris Architects
Landscape Architects
622 E. Wmhinfpon $I., Suit 500 atlondu, floida 32101
Phone: 407.M9-O4I4
TechKnowledge
IT Consultant
6575 W. Loop Sauth. Suite 110 Houston. texas 77401
Phone: 713-640.7e00
Seal
Plead Fa^¢
Transportation Center
3501 Luella Blvd.
LaPorte, Texas 77505
pmwl. Ikrcber
2007823.000
DaamA9Aaae
OUTDOOR
BREAKROOM
LANDSCAPE PLAN
:;se:,t SLtme
MAN .ice us pro
Y
Scale: 1 /8tt=1 r-011
UU
0 10 15 FT
J�
p:aninE ti¢a:Du
20 3
S�SE7
PLANT LIST
S4m• Botanical Name Common Name Scheduled Size
ADI GAP
Adiantum aspilius-veneris
southern Maidenhair Fern
FULL, #S, 15" O.G.
ILE GOR
ex cornuta burfordii
Dwarf Burford Holly
50" HT., # t, 56" O.G., FULL
ILE OPA
ex opaca
American Holly
14'-16' HT., #SO
ILE VOM
Ilex vomitoria 'nana,
Dwarf Yaupon Holly
56" HT., *I, 48" O.G.
LAG IND
Lageretroemia indica
Grape Myrtle - Tuscarora
8'-10' HT, MULTI TRUNK. #50
MUH GAP
Muhlenbergia capiilaris var. filipes
Gulf Coast Muhly Grass
FULL, #5, 18" O.G.
PIN TAE
PIMU5 Taeda
Lobloily Pine
12'-`:4' HT., #50
GLUE PAL
Ouereus Falcata
Southern Red Oak
12'-ib' HT.,
QUE VIR
Ouercus virginiana
Live Oak
16'-18' HT., 4" cal. min:., #too
RAP IND
Raphiolepis indica '5now Yihite'
White Indian Hawthorn
18"-24" HT, min., #5, 24° O.G.
TAX P15
Taxodium distichum
Bald cypress
12'-16'HT., #50
TRA AZI
Traohelospermum asiaticum
Asiatic Jasmine
(5) la" stems min., #1, 18" O--.
SITE LANDSCAPE COVERAGE KE0UIREMENT
I
PLAN VIEYN
PER SEC. 106-555 TABLE B: RESIDENTIAL AREA REQUIREMENTS
MINIMUM LANDSCAPING REQUIRED : 6%
TOTAL SITE AREA = 59T,595 50. FT.
- TOTAL ROOFED SITE AREA = 6-7,124 SQ. FT.
TOTAL OPEN SPACE AREA = 510,2R1 50. FT. EDGE
x .06 (6010 min.) MULCH R
MIN. LANDSCAPE AREA REQUIRED 50,616 SO. FT. -- m----- L•
TOTAL LANDSCAPE AREA PROVIDED 51,269 SO. FT. P
! SMALL TREE PLANTI
S;._...._............ ... .._.._..._._..-.-__..._......_._..._.._.
._..i N.T.S.
1/2 O.C. SPACING
SHRUBS SHALL BE PLANTED AS INDICATED ABOVE
WHEN LOCATED ADJACENT TO CURBS WHICH SERVE
AS WHEEL STOPS IN PARKING AREAS.
5HRU5 PLANTING A
N.T.5.
EDGE OF SOD
W SIDEALKS OR CURB.,
LIMIT OF MULCH BED
6" MINIMUM
N.T.S.
CURB
O.C. SPACING 1, O.G. 5FAGINC
OF ROOTBALL
DETAIL
L>STAIL
i
PLAN veei
EDGE OF MULCH RING TO BE 8"
OUTSIDE OF WHERE GUYING GABLES ...I
ENTER GROUND
1
EDGE OF
MULCH iRIN6 at:
DUCKBILL' ANCHOR
• UP TO 6" CALIPER TREES -
MODEL #68 (W/ 1/8" GABLES 4 CLAMPS)
- 6+" TO 10" CALIPER TREES -
MODEL #85 (W/ $/16" CABLES 4 CLAMPS)
LARGE CANOPY
. _.._...._......._......... _._.....
N.T.S.
1/2 OG. SPACING
ADJACENT TO
BUILDING/WALL
SHRUBS SHALL BE PLANTED
SLIGHTLY ABOVE ADJACENT
GRADE
2" min. LAYER OF RECYCLED
PALETTE MULCH
PULVERIZED SOIL BAGKFILL
ROOT BALL
BUILDING FACADE OR WALL
N.T.5,
REINFORCED BLACK RUBBER HOSE
GALVANIZED AIRCRAFT -GRADE
GUYING GABLE - SIZED A5 NOTED BELOW
(5 REQUIRED - 1200 APART)
5 - 2x2x8' PT PINE 5TAK€5 PLACED AS eHOWN
IN PLAN
BASE OF TREE SHALL BE PLANTED
SLIGHTLY ABOVE ADJACENT FiN15H
GRADE. REMOVE ALL TWINE 4 STRAPS
4 GUT BURLAP FROM TOP 1/5 OF ROOTEALL
2" min. LAYER OF RECYCLED PALETTE MULCH
DIAMETER OF TREE PIT TO BE TWICE
THE DIAMETER OF ROOTBALL
-ROUGHEN SIDES OF TREE PIT
5" HIGH 501L SAUCER
50D
PULVERIZED SOIL BAGKFILL
EXISTING UNDISTURBED
SUBGRADE
REINFORCED BLACK RUBBER H05E
GAL\/. GABLE CLAMPS (2 PER GABLE)
GALVANIZED AIRCRAFT -GRADE
GUYING GABLE - BMW A5 NOTED BELOW
(5 REOUIRED - 120' APART)
12" LONG WHITE FLAGGING TAPE
5/8" x 5" ,ZING -PLATED TURNBUCKLE
BASE OF TREE SHALL BE PLANTED
5LIGHTLY ABOVE ADJACENT FIN15H GRpOE.
REMOVE ALL TWINE 4 STRAPS 4 GUT
BURLAP FROM TOP 1/5 OF ROOTBALL
REMOVE ALL SYNTHET':C. BURLAP.
2" min. RECYCLED PALETTE MULCH
DIAMETER OF TREE PIT TO BE TWIGS
THE DIAMETER OF ROOT BALL
- ROUGHEN SIDES OF TREE PIT
5" HIGH 501L �— PULVERIZED SOIL BAGKFILL
SAUCER - EXISTING UNDISTURBED
SUBGRADE
DETAIL
SPREAD
TRUNK TREE PLANTING DETAIL
.........................................................................................................................................
BASE OF TREE SHALL BE PLANTED
SLIGHTLY ABOVE ADJACENT FIN15H
GRADE. REMOVE ALL TWINE 4 STRAPS
4 GUT BURLAP FROM TOP 1/5 OF ROO;:'BALL
2" min. LAYER OF
RECYCLED
PALETTE MULCH
5" HIGH SOIL SAUCER/WATER RING
AROUND TREE
DIAMETER OF TREE PIT TO BE 'DNIGE
THE DIAMETER OF ROOTBALL
-ROUGHEN SIDES OF TREE PIT
PULVERIZED SOIL BAGKFILL
50D FROM /V TERLNe
TO TOP OF BANK FOR
51-0FE STA51LIZATi0114
I
I
: NORTH 51De
I LANDSCAPE. P.G, REEN
1GO5 L?.
( e4 CANORE'JAO
u�..%iR�;.. .. _4 cA*.ct~sa��o7...ev
y +.
j
........ .. L.. T .. .... .. .....
i
.... ......... ...... _
_... .....,,iF I OD ?RCM T=AN<AATB;. TO -Op OF 5Ah+4 FOR
5TABILfZ,4T10N
((.._.......
........................
0
t
S i ri
....................
w) W
O I
w I
w
x
�iW
w I
w
xl
c� 1
TRA';1.'51;
.....................
POND
V
t ri
J(,
fe.
r
0
NOTES;
1. The landscape contractor shall be
responsible for all materials and all work as
called for on the landscape plans and in the
landscape specification. Contractor shall
verify all quantities and report any
discrepancies at time of bidding.
2. All plant beds and tree saucers shall be
top dressed with recycled palette mulch.
5. The landscape contractor is required to
maintain all plant material in an upright and
stable position. Staking methods must be
approved by the Landscape Architect. See
Details.
4. Finish grade before planting shall be 2"
below finish surface of adjacent paving or
top of adjacent curbs.
5. Landscape contractor shall review
architectural/engineering plans to become
thoroughly familiar with surface and
subsurface utilities.
6. Landscape contractor shall coordinate
with the ligghting and irrigation contractors
regarding timing of the installation OF plant
material.
1. Everu possible safeguard shall be taken to
furoted building surfaces, equipment and
rnishings. Landscape contractor shall be
responsible For anu damage or injury to
person of property, which may occur as a
result OF his negligence in the prosecution of
the work.
5. The landscape contractor shall assure
that his work does not interrupt established
or projected drainage patterns.
9. The landscape contractor shall assure
adequate vertical drainage in all plant beds
and planters. Vertical drilling through any
compacted fill to native soil shall be
accomplished to assure drainage.
10, Peg sod on slopes, as required to
prevent slippage - methods to be approved
by the land5cape architect.
11. Areas to be sodded are indicated on the
planting plan. The landscape contractor is
additionally responsible for the repair of
grade and reestablishment of lawn in all areas
disturbed by construction or stagingg
activities Outside of indicated sod ITmits.
Grading and new lawn reestablishment shall
be to the 5atl5fection of the landscape
architect.
12, Planting may be adjusted around
electrical in the Field at the
discretion of the land5cape architect to
provide 5'clear in front and 5' clear around
all sides.
Issue
No, Date Description
JAN. 19.2010 ISSUE FOR SITE APPROVAL
DANSBY & MILLER
ARCHITECTS, A.I.A.
AFFILIATE OF MORRIS ARCHITECTS, INC.
1001 Fannin Street, Suite 3001 Houston, TX 77002 USA
Phone 713.622.11801 Fax 713.622,7021
www.motrisarchitects.com
Project Team
Dansby & Miller Architects
AFFILITAIE OF MORRIS ARCHITECTS, INC.
Architect
Rogers Moore Engineers, LLC
Structural Engineers
tat 1 roun06m?-.w. Win 222 Hoolon.7exos 77057
Pnvnt; xa2a+ 3srz
JSE Engineering, Inc.
Mechanical, Electrical, Plumbing Engineers
16??S r^a!k lea Fiaoe. $1e. 610 Hourion. Texas 77004
Brooks & Sparks, inc.
Civil Engineers
21020 Pak kow Katy, lexas 77449
Phone: 2,31-578.9595
Morris Architects
Landscape Architects
622 ewashinglon SI., SUMP 5W Orlando, rkalda 32?AI
Pliant: 407.839-0414
TechKnowiedge
IT Consultant
L575 w. !oop !:ueth. Strip i IO Houston. rein: 17401
Phone: 713 P40J OD
Sear
4�Q4ANDSt4p44-
`4. a9 MCC& ry
01 { 10
S.
Pla,?:I hicre
Transportation Center
3501 Luella Blvd.
LaPorte, Texas 77505
LaPorte, TX
F1,10 4:Mt-.r
2007823.000
OrxainE Wane —
LANDSCAPE PLAN
& PLANTING DETAILS
Lanascape flan & uetalis
::CYN. Ai S;nrr,
e!.ning Ymn,er
0 40 80 Fr
Scale: 1 "=40'-0° n
NOTE5:
i
sop To
I
... _..
M
I.¢:
l
IEs'
4
I;.,I
rP
-rf
e.
...
f d
=
i
i
s 3
L
a
1. The landscape contractor shall be
Issue
responsible for all materials and all work as
called for on the landscape plans and in the
_
landscape specification. contractor shall
No. hate Description
verify all quantities and report any
_—
discrepancies at time of bidding,
2. All plant beds and tree saucers shell be
JAN. 19. 2010 ISSUE FOR SITE APPROVAL
top dressed with recycled palette mulch.
S. The landscape contractor is required to
—
maintain all plant material in an u right and
stable Staking
position. methods must be
approved by the Landscape Architect. See
`
vetalle.
a. Finish grade before planting shall be 2r
^'
below finish surface of adjacent paving or
top of adjacent curbs.
—
5. Landscape contractor shall review
architectural/engineering plans to become
—
thoroughly familiar with surface and
subsurface utilities.
9. Landscape contractor shall coordinate
with the lighting and irrigation contractors
reggarding timing of the installation of
plant
maieriai.
'r. Every possible safeguard shall be taken to
pprotee-t building surfaces, equipment
—
and
furnishings. Landscape contractor shall be
responsible for any damae injury to
—
or
person of property, whiag may occur as a
result of his negligence in the prosecution of
the work.
8. The landscape contractor shall assure
-- —
that his work does not interrupt established
or projected drainage patterns.
"I. The landscape contractor shall assure
adequate vertical drainage in all plant beds
and planters. Vertical drilling through any
compacted fill to native soil shall be
DANSBY &MILLER
accomplished to assure drainage.
10. pegg scd on slopes, as required to
prevent slippage - methods to be
ARCHITECTS,
A.I.A.
approved
by the landscape
architect.
AFFILIATE OF MORRIS ARCHITECTS, INC.
11. Areas to be sodded are indicated on the
Planting plan, The lardscape contractor is
additio4lu responsible for the repair of
"reestablishment
Jreae and of lawn in all areas
disturbed by construction or staging
activities outside of indicated sod limits.
Grading and new lawn reestablishment shall
be to the satisfaction of the landscape
1001 Fannin Street, Suite 3001 Houston, TX 77002 USA
architect.
Phone 713.622.1180 1 Fax 713.622,7021
wwvmnorfisai chitects,com
12. planting may be adjusted around
electrical transr'ormers in the field at the
—
discretion of the landscape architect to
provide 6 clear in front and 'a' clear around
all sides.
Project Team
Dansby & Miller Architects
AFFILITATE OF MORRIS ARCHITECTS, INC.
Architect
Rogers Moore Engineers, LLC
Structural Engineers
2411 FountdriView, SUile Za How!on. Texas 77057
Phone: 8324423372
JSE Engineering, Inc.
Mechanical, Electrical, Plumbing Engineers
16225 Palk fan Place , Sle. 810 Houslal. T(:XaS 77084
Phone: 261-9454 545
Brooks & Sparks, Inc.
Civil Engineers
21020 Pak How Koly, loxas 77449
Phone: 21-5/a 9s9s
Morris Architects
Landscape Architects
1,22 L. wcsidnSPu•, Sit, sun^ oC9 Orlando; flaldo 32801
Mum 4U 839-e414
TechKnowledge
It Consultant
075 yl, Loop South, Suite 110 Houston. Texas 77407
Phone: 713-P,447rY.A
staff
Pttye:l Nmt
Transportation Center
3501 Luella Blvd,
LaPorte, Texas 77505
LaPorte, TX
vmta:'Gn:.Lce
2007823.000
D;§4inq A;:n4
LANDSCAPE
PLAN
Lanascape Flan
Scale: 1 "=40'-01t 1
..,r:4sww
"v:arrir,E Su:rar