HomeMy WebLinkAbout11-5001 BFGC POND & BULKHEAD IMPVC"Ity of a orte, Texas
5 9 N X 0 0
Planning Department Engineering Division
AY FOREST GOLF COURSE
OND & ULKH AD IM ROV M NTS
I
N.T.S.
LOCATION MAP
Not to Scale
201 Bay Forest Drive
La Porte, TX 77571
(281)471-4653
HARRIS COUNTY KEY MAP: 580-F,G
CLP Project No. 2011. 5001
MAYOR
Louis R. Rigby
COUNCIL
Mike Mosteit
Chuck Engelken
Daryl Leonard
Tommy Moser
Jay Martin
Mike Clausen
John P. Zemanek
John Black
CITY MANAGER
RON BOTTOMS
Sheet List Table
Sheet
Number
Sheet Title
1
COVER SHEET
2
PLAN & PROFILE S. SIDE #11 POND
3
PLAN & PROFILE N. SIDE #11 POND
4
PLAN & PROFILE N. SIDE #11 POND
5
X-SECT & VOLUMES #11 POND
6
PLAN & PROFILE #15 POND
7
X-SECT & VOLUMES #15 POND
8
PLAN & PROFILE #17 POND
9
X-SECT & VOLUMES #17 POND
10
PLAN & PROFILE #18 POND
11
X-SECT & VOLUMES #18 POND
12
PLAN & PROFILE #9 POND
13
X-SECT. & VOLUMES #9 POND
14
PLAN & PROFILE #7 POND
15
X-SECT. & VOLUMES #7 POND
16
DETAILS & NOTES
The seal 'appearing on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
20,11-5001
SHEFT 1 OF 16
M1
3" PVC maw ft"M
16.00
14.00
12.00
imm
M
M11
4.00
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809 LF 0�b
0
0
<
<
LLJ
W
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DO
W
0
0
x
Of
LJ
CL
Q_
0
Z
W
uj
y
_j
DO
0
Z
0
Ld
DO
EXIST. EDGE OF POND
PROPOSED BULKHEAD
TOP ELEV. TO BE FIELD
ADJUSTED TO ENSURE
POSITIVE DRAINAGE
HORIZ. 111=20'
SOUTH SIDE
#11
POND -PROFILE
VERT. 111=21
--- ----
T---
oowwmw�
*.Not:
ftmoo
PROPOSED BULKHEAD
- RM080%
EXST.- E.-O'.- POND
60�
om
DESIGNED WATER LEVEL
ELEV.=9.90
M!M
-min
EXST. TOE OF POND
WOO
PROP, EXCAVATED BOTT(
ELEV.=7:90
EXST. BOTTOM OF POND
7
DESIGNED POND BOTTOM
ELEV.=6.11
1+00 2+00
3+00
4+00
0+00
SCALE = 1 " = 20'
LEGEND
LINE TYPES
FEATURES
X-SECTION - - - - - - - - - - - - - - - -
EXIST. PVC PIPE - - - - - - -
DETAILED PROFILE - - - - - - -
PONDS
PROPOSED BULKHEAD
EXST. EDGE OF POND - - - - - - - - - - - - - - - - - - -
EXST. TOE OF POND
EXST. BOTTOM OF POND - - - - - - -
DESIGNED WATER LEVEL
:)EStGNED POND BOTTOM
PROP. EXCAVATED
BOTTOM
TEMPORARY BENCHMARKS
SYMBOLS
0. < TREE to
HATCHING
PF )POSED
EX 11VATION
C( qCRETE
/ATER
T.B.M. #1 BLACK 'Y' LOCATED ON TOP, AT TH[ END OF CONC.
CURB @ N.E. CORNER OF CONCRETE CROSSING FO CLUB HOUSE
16.00 FROM PARKING LOT. ELEV.=13.35 (DATUM 200* ADJ.)
NOTES
14.00
1 .
EXCAVATE LIMITS AND BOTTOM OF PONDS AS DER
PLANS FOR EACH.
2.
TIE -BACK RODS AND FASTENERS SHALL BE G \LVANIZED
STEEL.
3.
ALL LUMBER SHALL BE 0.60 CCA, TREATED R )UND
PILINGS 0.60 CCA,
4.
TREATED ROUND TIE -BACK PILINGS 0.40 CCA.
5.
EXCAVATED SPOILS SHALL BE TRANSPORTED * 0 A
SITE AS
12.00
DETERMINED BY GOLF COURSE MANAGEMENT.
6.
EXISTING DRAIN PIPES TO BE INCORPORATED VITH
NEW
BULKHEAD INSTALLATION.
7.
PILINGS TO BE 6' OF PENETRATION BELOW DE 3)IGN
POND BOTTOM.
10.00
ESTIMATED MATERIALS
1 .
180
ea.
Piling 8" Butt 0.60 CCA 12'
IE igth (Varies)
- 8.00
2.
90
ea.
Deadman Piling 7 it Butt min.
0 40 CCA 8' (Varies)
3.
970
ea.
2%10%12' T&G 0.60 CCA
4.
90
ea.
3%8%18' 0.60 CCA Whalers
6.00
5.
180
ea.
3/4"x15'6" Hot Dipped Galv.
Fads w/
----
18 71
of thread each end.
6.
180
ea.
3 1) x3 7) Hot Dipped Galv. Sq.
Wt shers
7.
180
ea.
3/4" Hot Dipped Galv. Nuts
4.00
OF Te�411
4,P It
ODNEY LEE SLATON
,P
x0Y
The sea] -appearing on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
CITY OF LA PORTE
PLANNING DEP* ENGINEERING DIV;.
604 W. FAI MONT PKVVY.
LAPORTE TEXAS 77571
PH: 281-470-502 ;FAX: 281-470-5005
PONDS - BULKHEAD 11 4PROVEMENTS
AT
BAY FOREST GOL F COURSE
PLAN & PR )FILE
S. SIDE #11 POND
4: RJS/JR
D: GRM
I'M RLS
�le:
1�=20'
JUNE, 2011
,ject No.:
2011-5001
EET:
2
116
OF
805 LF_
�70
3" PVC fto EVA" Naft
I � I
GRADE TO DRAIN
F
x
N. PROFILE #1
bQ1
x
x
805 LF
W
Z
W
0
Li
NORTH SIDE #11
POND - PROFILE #1
0+00
0011�,Z) 4-" - J — I
x r
PROPOSED BULKHEAD
I
TOP ELEV. TO BE FIELD
P
JUST E
VA'DJUSTED TO ENSURE
To
P POSITIV it
I OSITIVE DRMA NAGE #11 POND
PR FILE #2
NOTE:
J—i EXCAVATE POND
r TO ELEV.--7.90
0+97.63 1+13.56
-J
EXIST. EDGE OF POND
x x
r
00or
Qp,
S. PROFILE
2+00
0
Z
LJ
805 LF
.F
m��
PROPOSED
PILING LUMBER:
8"ROUND,
LENGTH VARIES
ON 4'-6" CENTERS
TYPICALTIE-BACK
(ONE PER TWO PILINGS
@ 14- MIN.)
ii;
3+00
—.1
t�b
t
GRADE TO DRAIN
NOTE,
EXCAVATE POND
TO ELEV.=7.90
v
EXIST. EDGE OF POND
v , r Jk
PROPOSED BULKHEAD
TOP ELEV. TO BE FIELD
ADJUSTED TO ENSURE
POSITIVE DRAINAGE
HORIZ. 111=20'
VERT. 111=21
4+00
SCALE = I" = 20'
A M19 - W, ISO
LINE TYPES
FEATURES
X-SECTION — —
— — — — — — — — — — — — — —
EXIST. PVC PIPE —
— — — — — —
DETAILED PROFILE —
— — — — — —
PONDS
PROPOSED BULKHEAD
EXST. EDGE OF POND — - —
- — - — - — - — - — - — - — - —
FXST. TOE OF POND ,
— — — —.— — 1-1, —
EXIST. BOTTOM OF POND —
— — — — — —
DESIGNED WATER LEVEL
DESIGNED POND BOTTOM
PROREXCAVATED
BOTTOM
00 ................
90298 io
00
-00
4Z
e-) 40 00
1111 SIONAL c�
The seal ppearing on
this document was
authorized by
RODNEY LEE SLATON
90298, on
S' MBOLS
OAK Tf :E 0
H JCHING
PROPC ED
EXCAVII ION
CONCF TE
WATI I
U1 I Y Ut- U, I-JUK I t DWN: RJS/JR
PLANNING DEPT.EN, INEERING DIV. CK'D: GRM
604 W. FAIRMC IT PKWY.
LA PORTE, TE 4S 77571 APP'D: RLS
PH: 281-470-5020; FA ::281-470-5005
Scale:
IONDS — BULKHEAD IMP ZOVEMENTS 1"=20'
Date:
AT JUNE, 2011
BAY FOREST GOLF (�,CIURSE Project No.:
2011-5001
PLAN & PROI `ILE SHEET: I/
N. SIDE #11 P )ND 16
OF
I � I
PROP. BULKHEAD
E. END 3" PVC,
x
PROPOSED BULKHEAD
TOP ELEV. TO BE FIELD
K
ADJUSTED TO ENSURE
POSITIVE DRAINAGE
GRADE TO DRAIN
x
X
10
13
PROPOSED
N.PROFILE #2 PILING LUMBER:
TYPICALTIE-BACK
(ONE PER TWO PILINGS
@ 14'MIN.)
GRADE TO DRAIN
END PROP. BULKHEAD
FIBUsTRe.
NOTE:
EXCAVATE POND
TO ELEV.=7.90
8"ROUND,
LENGTH VARIES
ERS
'N
x
x
Dan
EDGE OF POND
NORTH SIDE #11
HORIZ. 111=20'
POND - PROFILE #2 VERT. I "=2'
16.00
16.00
14.00
14.00
12.00
12.00
. ... . ... ------ - --
PROPOSED BULKHEAD
10.00
sob mot
EXST. 15.0� POND
10.00
DESIGNED WATER LEVEL
EL-9.90
8.00
- - -
EXST. TOE OF POND
I
8.00
lisle
- --- ----
PROP. EXCAVATED BOTTOM
- ----------- - ---
ELEV.-7.90
DIST. EIOiTOM OF POND
6.00
6.00
. F ...........
DESIGNED! POND BOTTOM
ELEV.-6.11
4.00
. ........ . .. .
4.00
0+00 1+00
CD
CA)
SCALE = 1 20'
LEGEND
LINE TYPES
OAK REE
FEATURES
IATCHING
X-SECTION — —
— — — — — — — — — — — — — —
PVC PIPE
PROI X"
3ED
DETAILED PROFILE —
— — — — — —
riot
EXCA 4,1 N
PONDS
PROPOSED BULKHEAD
CON, RETE
Ir
EXST. EDGE OF POND — - —
- — - — - — - — - — - — - — - —
?'
EXST. TOE OF POND
WA ER
EXST. BOTTOM OF POND
DESIGNED WATER LEVEL
)ESIGNED POND BOTTOM
PROREXCAVATED
BOTTOM
OF T��%%%
00
CITY OF LA PORTE
..... ..... DWN: RJS/JR
ROONEY LEE SLAT;�
.............
90298 . w PLANNING DEPT.ENC NEERING DIV.
a 00 CK'D: GRM
604 W. FAIRIVIor r PKwy.
110,�-. LA PORTE, TEX S77571
1 'T ........ PH: 281-470-5020; FA) 281-470-5005 APP'D: RLS
%% SIONAL
Scale:
PONDS B* ULKHEAD IMPI',OVEMENTS 1"=20'
The se"ala pearing on Date:
this document was AT JUNE, 2011
authorized by BAY FOREST GOLF ( OURSE Project No.:
RODNEY LEE SLATON 2011-5001
P.E. 90298, on PLAN & PROF ILE SHEET:
N. SIDE #11 POND 4 16
7OF I
3D VOLUN
EXCAVATI
3" PVC *��
LLI
ED 0
Z
n'
0
Lij
#11 POND - X-SECTION
HORIZ. I "=20'
VERT. I"=2'
0+00 0+20 0+40 0+60
NOTE: GOLF COURSE WAS
DESIGNED AND BUILT WITH 1978
DATUM. CONVERSION FACTOR
TO 2001 DATUM = -0.39' 1
CALCULATION TABLE - S. SIDE POND
PROP.BULKHEAD
EDGEOFPOND
TOE OF POND
NOTES
10.0
go
967
io. 31
:.67
9'.09
10.19
9.93
9.67
10.39
9.00
gas
11.27
10.08
6 ' go
11.38
10.32
9,43
126
10.34
9.30
1.16
10.13
0.29
11.18
9.77
BA2
11.04
9.95
9.71
11.02
10.01
A8
11.08
10.03
:As
10.04
9.00
�148
IA3
10.20
0.29
11,46
10.13
8.93
10.19
8.90
�1A0
1.39
10,04
9.09
11.37
10.09
9.01
11.23
9.94
6.67
11.48
10.17
9.05
11.49
10.22
0.99
11.27
10.23
8.96
11.19
10AS
8.95
1128
10.3B
8.84
11.32
10.72
9.00
11.62
10.25
6.02
10.05
10AB
8.97
10.64
9.21
10.60
0.41
10,49
0.35
10.50
923
10.3B
9.08
1019
alai
10.64
9.04
1.7
3DOAG
7507170
AR 5:8:1
27SHOTS
35 SHOTS
35 SH
CALCULATION TABLE - N. SIDE POND
PRORBULKHEAD
EDGEOPPOND
TOEOFPOND
AVERAGES
10,34
9.90
9.67
10.75
10.03
9.71
il.03
9.64
9.25
1123
10.63
0.27
IIA5
IDA2
0.20
11.15
10.36
9.31
10.75
10.23
9.33
10.78
10.13
9.33
10.83
10.13
0.33
10,83
10.16
9.39
10.89
9.89
9.20
10.89
10.13
8.68
10.70
10.20
0.17
10.78
10.18
8.75
10.00
10A5
US
11.19
10.28
8.76
10.76
io.28
8.76
10.23
8.90
10.35
8.32
10.16
9.11
10.11
9.33
10.04
9.20
9.82
9.04
184.93
233.05
201.33
i7SHOTS
23 SHOT$
23SHOTS
TOTAL AVG. OF NA S
TOTAL AVG. OF NA S
TOTAL AVG. OF NA S
485.39
591.65
521.91
DEStGNED
EXCAVATION
BOTTOM EL.=7.gD
44 SHOTS
58SHOTS
58SHOTS
T07ALAVG.OFN.&S
TOTALAVG.OFN.&S
TOTALAVG.OFN,&S
TOTALVOLUME
11.03
10.20
9.00
752.70 GY
SCALE = 1 " = 20'
LEGEND
YMBOLS
LINE TYPES
OAK REE
FEATURES
IATCHING
X-SECTION - -
- - - - - - - - - - - - - -
EXIST. PVC PIPE -
- - - - - -
PROi )BED
EXCN kTION
DETAILED PROFILE -
- - - - - -
PONDS
PROPOSED BULKHEAD
COW 1ETE
EXST. EDGE OF POND - - -
- - - - - - - - - - - - - - - -
EXST. TOE OF POND
WA ER
EXST. BOTTOM OF POND -
- - - - - -
DESIGNED WATER LEVEL
DESIGNED POND BOTTOM
PROP.EXCAVATED
BOTTOM
OF Te�'%11
1'P It
CITY OF L), PORTE
OWN: RJS/JR
io. RODNEY LEE SLATON
....... . 00
PLANNING DEPT.EN 4NEERING DIV.
CK'D: GRM
90298 00
-P 00
0"� ... Q/ST
604 W. FAIRMC 4T PKWY.
LA PORTE, TE: kS
It f
......
1% SION
77571
PH: 281-470-5020; FP : 281-470-5005
APP'D: RLS
Scale:
PONDS BULKHEAD IMF ROVEMENTS
1"=20'
T, -
he seal appearing on
this document
AT
Date:
was
JUNE, 2011
authorized by
BAY FOREST GOLF 'JOURSE
Project No.:
RODNEY LEE SLATON
P.E. 90298, on
X-SECT. & VOL JMES
2011-5001
SHEET:
#11 POW
5
:
16
OF
#15 GREEN
EX5T. EDGE OF POND
PROPOSED BULKHEA
TOP ELEV. TO BE FIELD
ADJUSTED TO ENSURE
POSITIVE DRAINAGE
DO
0�
0
Q.
Z
0
W
TO
GRADE TO DRAIN
#15 POND - PROFILE
DO
a:
0
BE
3" PVC
.000
GRADE TO DRAIN
HORIZ. 1"=20'
VERT. 1"=2'
16.00
16.00
-4
GREE.N�!
14.00
14.00
1 1
T_
PROPCWD BU MEAD
12.0 G
12.00
-
- -
'OF ........
D= CO. PWD
DESONED WATEB LEVEL
10.00
ELEV.-9.00
10.00
t
S.W. Y fW JE- 9.33
�J
8.00
DW. BOTTOM OF POND
8.00
PROP. EXCAVATED BOTTOM
EMV.-7.90
6.00
6.00
DEBION6 PMD BOTTOM
ELEV.-5.36
4.00
4.00
0+00 1+00 2+00 3+00
4*UU V�vv
SCALE = 1 " = 30'
LEGEND
LINE TYPES
FEATURES
X-SECTION
- - - - - - - - - - - - - - - - - - - -
EXIST. PVC PIPE
- - - - - - - -
DETAILED PROFILE
- - - - - - - -
PONDS
PROPOSED BULKHEAD
EXST. EDGE OF POND
- - - - - - - - - - - - - - - - - - - - - -
EXST. TOE OF POND
EXST. BOTTOM OF POND
DESIGNED WATER LEVEL
DESIGNED POND BOTTOM
PROP.EXCAVATED
BOTTOM
TEMPORARY BENCHMARKS
SY1 4BOLS
OAKTRE fo
HA rCHING
PROPOSI)
EXCAVATI IN
CONCRE E
WATEF
T.B.M.#1 BLACK "X" LOCATED ON TOP, AT THE END OF CONC.
CURB @ N.E. CORNER OF CONCRETE CROSSING TO CLUB HOUSE
FROM PARKING LOT. ELEV.=13.35 (DATUM 2001 ADJ.)
NOTES
1. EXCAVATE LIMITS AND BOTTOM OF PONDS AS PER PLANS FOR EACH.
2. TIE -BACK RODS AND FASTENERS SHALL BE GALVANIZED STEEL.
3. ALL LUMBER SHALL BE 0.60 CCA, TREATED ROUND PILINGS 0.60 CC/
4. TREATED ROUND TIE -BACK PILINGS 0.40 CCA,
5. EXCAVATED SPOILS SHALL BE TRANSPORTED TO A SITE AS
DETERMINED BY GOLF COURSE MANAGEMENT.
6. EXISTING DRAIN PIPES TO BE INCORPORATED WITH NEW
BULKHEAD INSTALLATION.
7. PILINGS TO BE 6' OF PENETRATION BELOW DESIGN POND BOTTOM.
ESTIMATED MATERIALS
1. 192 ea. Piling 8" Butt 0.60 CCA 12' length (VARIES)
2. 96 ea. Deadman Piling 7" Butt min. 0.60 CCA 8' length (VARIES)
3. 1041 ea. 2"xlO"xl2' T&G 0.60 CCA
4. 96 ea. 3"x5"x18' 0.60 CCA Whalers
5. 192 ea. 3/4"x15'6" Hot Dipped GaIv. Rods w/
18" of thread each end.
6. 192 ea. YxY Hot Dipped GaIv. Sq. Washers
7. 192 ea. 3/4" Hot Dipped GaIv. Nuts
I- �%
.:b! If, OF 7� It
4's, 1
i00 ......................
RODNEY LEE SLATON
..................
. �O
90298 00
G/ST 04C
It SIONAL
The seal aaearing on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90295, on
CITY OF
A PORTE
DWN:
RJS/JR
PLANNING DEPT.
:NGINEERING DIV.
CK'D:
GRM
604 W. FAIS
4ONT PKWY.
LA PORTE, 'EXAS 77571
PH: 281-470-5020
FAX: 281-470-5005
APP'D:
RLS
Scale:
x E!Krro
I
1"=30*
r'%JINLJO - DUL_r\F1rZ1AU 11V [-\%J r--IVI
AT
BAY FOREST GOLI: COURSE
PLAN & PROFILE
# 15 POND
2011-5001
EET:
6
16
OF
#15 GREEN
# GREEN
-------- IV --- 15 7
EXIST. EDGE OF POND .40
3D VOLUMES MODEL
PROPOSED BULKHEAD
#15 POND TOP ELEV. TO BE FIELD
DIST. TOE OF POND ADJUSTED TO ENSURE
POSITIVE DRAINAGE
PROPOSED
EXCAVATION LIMITS
31, PVC
NOTE:
EXC V E POND
TO ELEV.-7.90
864 LF
EXQAVA7E UNITS 0
FROM E.G. POND
NOTE:
EXCAVATE POND
#15 POND TO ELEV.-T.90
EXCAVATION MODEL TOTAL EXCAVATED
VOLUME=742.21CY
864 LF
PROPOSED NOTE:
EXCAVATION LIMITS EXCAVATEPOND
TO ELEV.-7.90
MST. TOE OF POND
EXST. EDGE OF FORD
PROPOSED BULKHEAD
TOP ELEV. TO BE FIELD
ADJUSTED TO ENSURE
POSITIVE DRAINAGE
a: F5
0
Z
M
SCALE = 1 " = 30'
LEGEND
SYMBOU,
LINE TYPES
OAKTREE
FEATURES
HATCH11\ 31
X-SECTION — —
— — — — — — — — — — — — — —
MST. PVC PIPE
PROPOSED
EXCAVATION
DETAILED PROFILE
PONDS
PROPOSED BULKHEAD
CONCRETE
.4
j.
EXST. EDGE OF POND — -
— - — - — - — - — - — - — - — - —
EXST. TOE OF POND
WATER
EXST. BOTTOM OF POND
DESIGNED WATER LEVEL
)ESIGNED POND BOTTOM
PROP.EXCAVATED
BOTTOM
#1 CALCULATION TABLE - #15 POND
FROP. BULOAM
R)CHEOF�D
ME OF P00
NOtES
�Dzf
�Qht
:.to
'�aa
M
'140
0,99
'097
'0.72
78
Oln
ll�
'1A
A,
ital
A
lom
A N
T5
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Oar
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1=4
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11.95
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11
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10.00
802
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IIA7
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10.70
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#2 CALCULATION TABLE - #15 POND
PIMP-AR401EAD
EOGAOF�O
MEOFPONO
AVERMES
10.1
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101,
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70'
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SUM
4n.
FtMt. E=VA
BOIM4V
WSHOIA
m6lim
at SHOM
DAN. 7M
Ml�AMOFWF
MT�AVO.O' 1.1
101-0.0".
11.44
10.51 1
8.88
74=IM
#15 POND - X-SECTION HORIZ. 1�2
VERT. 1�2'
GREEN
14
T-
110D
lZ
law 10.
DESIGNED WATER -
LEVEL a.-P.sa
P
Ex A
OF al
DESIGNED POND BOTTOM
am ELm5,31 41
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40
N2M GOLF COURSE WAS
DESIGNED AND BUILT WITH 1978
DATUM. CONVERSION FACTOR
TO 2001 DATUM -0.39'
00 CITY OF LA PORTE OWN: RJS/JR
0 RODNEY LEE SLATON
PLANNING DEPT.ENG 4EERING DIV.
90298 CK'D: GRM
-0 q- 604 W. FAIRMOK 'PKWY.
'p
ll Ok� Q/STf 'F LA PORTE, TEXJ S77571
f�s ........ . APP*D: RLS
11% ��/ONAL .r PH: 281-470-5020; FAX 281-470-5005
Scale:
1"=30'
The seal a 1pearing on PONDS - BULKHEAD IMPF DVEMENTS Date:
this document was AT JUNE, 2011
authorized by BAY FOREST GOLF C DURSE Project No.:
RODNEY LEE SLATON 2011-5001
P.E. 90298, on X-SECT. & VOU IMES
I A # 15 POND
PROPOSED
PILING LUMBER:
8"ROUND,
LENGTH VARIES
ON 4'-6" CENTERS
PROPOSED BULKHEAD
TOP ELEV. TO BE FIELD
ADJUSTED TO ENSURE
POSITIVE DRAINAGE X, �, NN I 1 13
EXIST. EDGE OF POND QY ro
x
EXIST. TOE OF POND
M
In
0
W
O_
Z
0
Ld
M
L1
117 GREEN TYPICALTIE-BACK
(ONE PER TWO PILINGS
@ 14- MIN.)
�ip, r
GRADE TO DRAIN
r
232 LF n, CP
N.
x r
x
x r
x1b,
r
r
NOTE:
EXCAVATE POND
TO ELEV.=7.90 #17 POND
Ld
_J
GO
01
0
Of
a-
0
Z
Lli
HORIZ. 111=20'
NORTH
SIDE
#17 POND -
PROFILE
VERT. 111=21
16.00
16.00
EXIST. GREEN
14.00
14.00
- - - --- ------
12.00
12.00
PROPOSED BULKHEAD
00
00000 EXST. E.O. POND
10.00
10.00
-A
DESIGNED WATER LEVEL'
ELEV.=9.90
EXST.'TOE OF POND
EXST.'BOTTOM OF POND�
8.00
8.00
------
PROP.; EXCAVATED BOTTOM
ELEV.=I 7.90
DESIGNED POND BOTTOM
6.00
6.00
r
ELEV.=�6.11
7
4.00
4.00
J...
0+00
1+00
2+00
3+00
SCALE = I" = 20'
LEGEND
SYMBOLS
LINE TYPES OAK TREE 0
FEATURES HATCHING
kSECTION - - - - - - - - - - - - - - - - - - - -
PVC PIPE - - - - - - - - PROPOSED
DETAILED PROFILE - - - - - - - - EXCAVATION
PONDS
CONCRETE
PROPOSED BULKHEAD
EXST. EDGE OF POND - - - - - - - - - - - - - - - - - - - - - - -
EXST. TOE OF POND WATER
EXST. BOTTOM OF POND
DESIGNED WATER LEVEL
DESIGNED POND BOTTOM
PROP.EXCAVATED
BOTTOM
TEMPORARY BENCHMARKS
T.B.M. #1 BLACK "X" LOCATED ON TOP, AT THE END OF CONC.
CURB @ N.E. CORNER OF CONCRETE CROSSING TO CLUB HOUSE
FROM PARKING LOT. ELEV.=13.35 (DATUM 2001 ADJ.)
NOTES
1 . EXCAVATE LIMITS AND BOTTOM OF PONDS AS PER PLANS FOR EACH.
2. TIE -BACK RODS AND FASTENERS SHALL BE GALVANIZED STEEL.
3. ALL LUMBER SHALL BE 0.60 CCA, TREATED ROUND PILINGS 0.60 CCA.
4. TREATED ROUND TIE -BACK PILINGS 0.40 CCA.
5. EXCAVATED SPOILS SHALL BE TRANSPORTED TO A SITE AS
DETERMINED BY GOLF COURSE MANAGEMENT.
6. EXISTING DRAIN PIPES TO BE INCORPORATED WITH NEW
BULKHEAD INSTALLATION.
7. PILINGS TO BE 6' OF PENETRATION BELOW DESIGN POND BOTTOM.
ESTIMATED MATERIALS
1. 52 ea. Piling 8" Butt 0.60 CCA 12' length (VARIES)
2. 26 ea. Deadman Piling 7" Butt min. 0.60 CCA 8' length (VARIES)
3. 280 ea. 2"x1O"x12' T&G 0.60 CCA
4. 26 ea. 3"x8"x18' 0.60 CCA Whalers
5. 52 ea. 3/4"x15'6" Hot Dipped Galv. Rods w/
18" of thread each end.
6. 52 ea. 3"x3" Hot Dipped GaIv. Sq. Washers
7. 52 ea. 3/4" Hot Dipped GaIv. Nuts
i 00 . .................... I ...
IN io
90298 go
The seal appearing on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
CITY Of LA PORTE OWN: RJS/JR
PLANNING DE T.ENGINEERING DIV. CK'D: GRM
604 W. F IRMONT PKWY.
LA POK E, TEXAS 77571
PH: 281-470-5( !0; FAX: 281-470-5005 APP'D: RLS
Scale:
)ONDS - BULKHEAD MPROVEMENTS 1"=20'
Date:
AT JUNE. 2011
BAY FOREST GC _F COURSE Project No.:
2011-5001
PLAN & PFICIFILE SHEET:
#17 PC ND 8 16
OF
EXCAVATION MODEL
N!
N. PROFILE
PROPOSED BULKHEAD
TOP ELEV. TO BE FIELD
Z ADJUSTED TO ENSURE
0 POSITIVE DRAINAGE
LU EXST. EDGE OF POND
EXIST. TOE OF POND
#17 GREEN PROPOSED
07 EXCAVATION LIMITS
EXCAVATE LIMITS 0
V FROM E.O. POND
W
a:
-Y
#17 POND in
12:
0
0
Z
TOTAL EXCAVATED Li
%1nI I IRA= . 22�� An ^�
#17 POND - X-SECTION
0+00 0+20 0+40 0+60
INOTE: GOLF COURSE WAS
DESIGNED AND BUILT WITH 1978
DATUM. CONVERSION FACTOR
TO 2001 DATUM = -0. 39' 1
HORIZ. 111=20'
VERT. 111=21
#17 POND
CALCULATION TABLE - #17 POND
PROP.BLILKHEAID
EDGE OF POND
TOE OF POND
NOTES
11.10
10.88
9.05
11.36
10.45
9.23
11.42
10.71
9.24
11.38
10.44
9.07
11.52
10.15
9.05
11.78
10.61
8.78
11.98
10.79
9.44
12.45
10.56
9.25
12.54
10.63
9.21
12.47
10.26
8.68
12.32
10.05
8.70
12.11
10.53
9.44
12.00
10.37
8.81
11.96
10.11
8.72
10.85
10.08
8.79
10.49
8.98
177.24
167.11
153.14
PROP.EXCAVATED
BOTTOM
ELEV.= 7.90
15 SHOTS
16 SHOTS
16SHOTS
11.82
10.44
9.57
TOTALVOLUME
1
537.48 CY
I
SCALE = 1 " = 20'
LEGEND
SY ABOLS
LINE TYPES
OAK TRE i
FEATURES H.4 rCHING
X-SECTION - - - - - - - - - - - - - - - - - -
PVC PIPE - - - PROPOSID
DETAILED PROFILE - - - EXCAVATI )N
PONDS
PROPOSED BULKHEAD CONCRE
EXST. EDGE OF POND - - - - - - - - - - - - - - - - - - - - -
EXST. TOE OF POND -
WATER
EXIST. BOTTOM OF POND
DESIGNED WATER LEVEL
)ESIGNED POND BOTTOM
PROP.EXCAVATED
BOTTOM
OF r4;11
.......................... W.
CITY OF LA PORTE
OWN: RJS/JR
RODNEY S TON if
.......................
PLANNING
90298 .
DEPT.ENGINEEI ING DIV.
CK'D: GRM
GIST
604 W. FAIRMONT PKI Y.
AL -0�
LA PORTE, TEXAS 77. N
PH: 281-470-5020; FAX: 281- 70-5005
APP'D: RLS
Scale:
The
PONDS - BULKHEAD IMPRM =MENTS
1"=20'
seal a pearing on
this document was
AT
Date:
authorized by
RODNEY LEE SLATON
BAY FOREST GOLF COU RSE
JUNE� 2011
Project No.:
P.E. 90298, on
X-SECT. & VOLUM ES
2011-5001
SHEET:
#17 POND
7/1,
9
1-6
-- -
OF
EXIST. EDGE OF POND
PROPOSED BULKHEAD
TOP ELEV. TO BE FIELD
ADJUSTED TO ENSURE
POSITIVE DRAINAGE
E
F
W
EXIST. EDGE OF POND
b
<'�t XN
X0
h
N
N PROPOSED BULKHEAD
TOP ELEV. TO BE FIELD
ADJUSTED TO ENSURE
POSITIVE DRAINAGE
GRADETODRAIN
NOTE:
PROPOSED
EXCAVATE POND
SAND
TRAP
PILING LUMBER:
TO ELEV.=7.90
8"ROUND,
LENGTH
x
VARIES
ON 4%6" CENTERS
_J
61
Al
ro
30 LF
x
#18 GREEN
GRADE TO DRAIN
TYPICALTIE-BACK
(ONE PER TWO PILINGS
@ 14'MIN.)
DO
0.:
0
M
Z
W
HORIZ. 111=20'
SOUTH SIDE #18 POND - PROFILE VERT. 111=21
SCALE = 11" = 20'
LEGEND
LINE TYPES
FEATURES
X-SECTION — —
— — — — — — — — — — — — — — — —
EXIST. PVC PIPE —
— — — — — — —
DETAILED PROFILE —
PONDS
PROPOSED BULKHEAD
EXST. EDGE OF POND — - —
- — - — - — - — - — - — - — - — - —
EXST. TOE OF POND
EXST. BOTTOM OF POND
DESIGNED WATER LEVEL
)ESIGNED POND BOTTOM
PROP. EXCAVATED
BOTTOM
SYMBOLS
OAK TREE 0
HATCHING
PROPOSED
EXCAVATION
CONCRETE Z
WATER
TEMPORARY BENCHMARKS
T.B.M. #1 BLACK "X" LOCATED ON TOP, AT THE END OF CONC.
CURB @ N.E. CORNER OF CONCRETE CROSSING TO CLUB HOUSE
FROM PARKING LOT. ELEV.=13.35 (DATUM 2001 ADJ.)
NOTES
1 . EXCAVATE LIMITS AND BOTTOM OF PONDS AS PER PLANS FOR EACH.
2. TIE —BACK RODS AND FASTENERS SHALL BE GALVANIZED STEEL.
3. ALL LUMBER SHALL BE 0.60 CCA, TREATED ROUND PILINGS 0.6( CCA.
4. TREATED ROUND TIE —BACK PILINGS 0.40 CCA
5. EXCAVATED SPOILS SHALL BE TRANSPORTED TO A SITE AS
DETERMINED BY GOLF COURSE MANAGEMENT.
6. EXISTING DRAIN PIPES TO BE INCORPORATED WITH NEW
BULKHEAD INSTALLATION.
7. PILINGS TO BE 6' OF PENETRATION BELOW DESIGN POND BOTTO11.
ESTIMATED MATERIALS,
1 .
68
ea.
Piling 8" Butt 0.60 CCA 12' length (VARIES)
2.
34
ea.
Deadman Piling 7" Butt min. 0.60 CCA 8' length (VARI *S)
3.
255
ea. 2"x10"x12' T&G 0.60 CCA
4.
34
ea.
3 11 x8"x18' 0.60 CCA Whalers
5.
68
ea.
3/4"xl5'6" Hot Dipped GaIv. Rods w/
18 )$
of
thread each end.
6.
68
ea.
3"x3" Hot Dipped GaIv. Sq. Washers
7.
68
ea.
3/4" Hot Dipped GaIv. Nuts
0+00 1+00 2+00 3+00
............
io
I ..... ..... io
90298 io
JO
it 0's Q/ST F IF Ali
'0 I S/ONAL
I't 4W
1"Ol-" ZdPf_N
The sealLAppearing on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
:7 — -Ag- — I )
CITY OF L/ PORTE
OWN: RJS/JR
PLANNING DEPT.EN( INEERING DIV.
CK'D: GRM
604 W. FAIRMO T PKWY.
APP'D: RLS
LA PORTE, TE> kS 77571
PH: 281-470-5020; FA : 281-470-5005
Scale:
PONDS — BULKHEAD IMP11OVEMENTS
1"=20'
Date:
AT
JUNE, 2011
BAY FOREST GOLF ( OURSE
Project No.:
2011-5001
PLAN & PROF ILE
SHEET:
#18 PONID
" I ; I
3D VOLUMES MODEL
EXCAVATIC
-J
"n
M
L
0
Z
0
L1J
M
#18 POND - X-SECTION
16.00 16.00
----------
GREEN
14.00 14.00
I SAND TRAPI
12.00
12.00
10.00 10.00
- - -- ----- ----
DESIGNED WATER
L E-L 'EL
EV -9 90
8.00
8.00
J
PROPC
I EXCAVATED
BOTTOM I
6.00 EL.= 7.90 6.00
DESIGNiED IPOND
BOTTOM EL.=5.61
4.00 1 1 1 4.00
0+00 0+20 0+40 0+60 0+80 1+00
NOTE: GOLF COURSE WAS
DESIGNED AND BUILT WITH 1978
DATUM. CONVERSION FACTOR
TO 2001 DATUM = -0.39' 1
HORIZ. 111=20'
VERT. 119=21
#10 umr-r-l-q
CALCULATION TABLE - S. SIDE POND
PROP.BULKHEAD
EDGE OF POND
TOE OF POND
NOTES
12.40
10.55
9.29
12.99
11.22
9.34
13.19
10.65
8.72
13.38
9.97
9.15
13.36
9.78
8.88
13.46
9.82
8.62
13.54
9.90
8.69
13.68
9.96
8.60
13.52
10.02
8.48
13.49
9.83
8.59
13.34
9.75
8.44
12.91
9.83
8.49
12.62
9.95
8.78
11.85
10.13
8.48
11.28
9.82
8.81
10.86
10.36
8.39
10.52
10.27
8.77
10.47
10.53
9.01
11.11
10.63
8.79
11.25
10.38
9.11
10.78
8.97
10.60
8.71
10.30
8.95
10.33
8.70
10.02
9.25
10.63
9.41
11.33
8.51
12.02
8.86
12.15
12.29
249.21
313.79
246.66
PROP.EXCAVATED
BOTTOM
ELEV.= 7.90
20SHOTS
30SHOTS
28 SHOTS
TOTAL AVG. OF N.& S
TOTAL AVG. OF N.& S
TOTAL AVG. OF N.& S
TOTALVOLUME
12.46
10.46
8.81
829.46 CY
SCALE = 1" = 20'
LEGEND
LINE TYPES
FEATURES
X-SECTION - -
- - - - - - - - - - - - - - - -
EXIST. PVC PIPE -
- - - - - - -
DETAILED PROFILE -
PONDS
PROPOSED BULKHEAD
EXST. EDGE OF POND - - -
- - - - - - - - - - - - - - - - - -
EXST. TOE OF POND
.......
EXST. BOTTOM OF POND
DESIGNED WATER LEVEL
DESIGNED POND BOTTOM
PROP.EXCAVATED
BOTTOM
SYMBOLS
OAK TREE fo
HATCHING
PROPOSED
EXCAVATION
CONCRETE
WATER WE"'
OF lit
gf
CITY OF L, k PORTE
DWN: RJS/JR
4 00.
I .....
'.
PLANNING DEPT.El' 3INEERING DIV.
CK'D: GRM
V. 90298
604 W. FAIRMi NT PKWY.
LA PORTE, TE (AS 77671
.......
k%% SIONAL
PH: 281-470-5020; F X: 281-470-5005
APP'D: RLS
Scale:
1 "=20-
PONDS BULKHEAD IMF ROVEMENTS
The seal 6ppearing on
this document was
AT
Date:
JUNE, 2011
authorized by
BAY FOREST GOLF �aOURSE
Project No.;
RODNEY LEE SLATON
P.E. 90298, on
X-SECT. & VOL UMES
2011-5001
S:HVEET:
#18 PON[)
16
16
0
PROPOSED
PILING LIUMBERT---
8"ROUND,
LENGTH VARIES
ON W-6" CENTERS
GRADE TO DRAIN
0
DRA/IN
PROPOSED BULKHEAD
TOP ELEV. TO BE FIELD
ADJUSTED TO ENSURE
POSITIVE DRAINAGE
EXIST. EDGE OF POND
EXIST. TOE OF POND
NOJ
#79 G" REM= NN
TYPICALTIE-BACK
(ONE PER TWO PILINGS
@ 14- MIN.)
GRADE TO DRAIN
266 LF lip
"I Q?1
GRADE TO DRAIN
_J _J r_J ri f-i r_i r-i ri 1-i __J 1-i N�j 4'0
NOTE:
EXCAVATE POND
TO ELEV.=7.90
#9POND
DO
Co
0
0
Of
a-
Z
0 Z
LLI LLJ
DO
HORIZ. 111=20'
NORTH SIDE #9 POND - PROFILE VERT. 111=21
16.00
16.00
EXIST. GREEN
14.00
14.00
12.00
12.00
.. . ... . . ....
PROPOSED BULKHEAD
woo ftifteava"'MW
10.00
1 EXST. E.O. POND
x1ft
... . . . . ",*4ft
10.00
DESIGNED WATER LEVEL'
EL.=9.90
1,ftm EXST.'TOE OF POND
8.00
EXST. ;BOTTOM OF POND,
8.00
PROPJ EXCAVATED BOTTOM
i ELEV.=7.90
6.00
DESIGNED POND BOTTOM
6.00
ELEV.�4.61
4.00
4.00
0+00 1+00 2+00 3+00
LEGEND
LINE TYPES
FEATURES
X-SECTION
- - - - - - - - - - - - - - - - - - - - -
EXIST. PVC PIPE
- - - - - - - - -
DETAILED PROFILE
- - - - - - . - -
PONDS
PROPOSED BULKHEAD
EXST. EDGE OF POND
- - - - - - - - - - - - - - - - - - - - - - -
EXST. TOE OF POND
EXST. BOTTOM OF POND
DESIGNED WATER LEVEL
DESIGNED POND BOTTOM
PROREXCAVATED
BOTTOM
i 1114 6 1:1@1 JA
SCALE = I" = 20'
SYMBOLS
OAK TREE &
HATCHING
PROPOSED
EXCAVATION
CONCRETE
WATER
T.B.M. #1 BLACK "X" LOCATED ON TOP, AT THE END OF CONC.
CURB 0 N.E. CORNER OF CONCRETE CROSSING TO CLUB HOUSE
FROM PARKING LOT. ELEV.=13.35 (DATUM 2001 ADJ.)
NOTES
1. EXCAVATE LIMITS AND BOTTOM OF PONDS AS PER PLANS FOR EACH.
2. TIE -BACK RODS AND FASTENERS SHALL BE GALVANIZED STEEL.
3. ALL LUMBER SHALL BE 0.60 CCA, TREATED ROUND PILINGS 0.60 CCA.
4. TREATED ROUND TIE -BACK PILINGS 0.40 CCA.
5. EXCAVATED SPOILS SHALL BE TRANSPORTED TO A SITE AS
DETERMINED BY GOLF COURSE MANAGEMENT.
6. EXISTING DRAIN PIPES TO BE INCORPORATED WITH NEW
BULKHEAD INSTALLATION.
7. PILINGS TO BE 6' OF PENETRATION BELOW DESIGN POND BOTTOM.
ESTIMATED MATERIALS
1. 60 ea. Piling 8" Butt 0.60 CCA 12' length (VARIES)
2. 30 ea. Deadman Piling 7" Butt min. 0.60 CCA 8' length (VARIES)
3. 320 ea. 2"x10"x12' T&G 0.60 CCA
4. 30 ea. 3"x8"x18' 0.60 CCA Whalers
5. 60 ea. 3/4"x15'6" Hot Dipped GaIv. Rods w/
18" of thread each end.
6. 60 ea. 3%3" Hot Dipped Galv. Sq. Washers
7. 60 ea. 3/4" Hot Dipped Galv. Nuts
OF 7� 11
00,
if RODNEY LEE SLAT�;� k
90298
0
I NAL 4�
The seal ppearing on
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
U
k_,I I T Ul- L/A �UK It=
PLANNING DEPT.ENGII EERING DIV.
604 W. FAIRMON' PKWY.
OWN: RJS/JR
CK'D: GRM
AIPP'D: RLS
LA PORTE, TEXA 77571
PH: 281-470-5020; FAX: !81-470-5005.
Scale:
PONDS -BULKHEAD IMPROVEMENTS
1"=20'
Date:
JUNE, 2011
AT
BAY FOREST GOLF COURSE
Project No.:
Pr
2011-5001
PLAN & PROR LE
SHEET:
#91POND
12 16
XOF
LEGEND
3D VOLUMES MOI
EXCAVATION M
PROPOSED BULKHEAD
TOP ELEV. TO BE FIELD
ADJUSTED TO ENSURE
POSITIVE DRAINAGE
EXST. EDGE OF POND
EXIST. TOE OF POND
PROPOSED
EXCAVATION LIMITS
SYMBOLS
LINE TYPES
OAKTREE
FEATURES HATCHING
X-SECTION - - - - - - - - - - - - - - - - -
EXIST. PVC PIPE - - - - - - - PROPOSED
EXCAVATION
DETAILED PROFILE - - - - - - -
PONDS
PROPOSED BULKHEAD CONCRETE
-- - - - - - - - - - - - - - - - - - --
EXST. EDGE OF POND
EXST. TOE OF POND
EXST. BOTTOM OF POND WATER
DESIGNED WATER LEVEL
DESIGNED POND BOTTOM
PROP.EXCAVATED
BOTTOM
CALCULATION TABLE - #9 POND
PRORBULKHEAD
EDGE OF POND
TOE OFPOND
NOTES
10.66
10.14
6.69
11.41
10.04
8.68
11.95
10.78
8.73
11.83
10.94
9.21
12.34
11.00
9.26
12.54
'10.22
9.25
12,86
10.07
8.68
12,96
8.69
12.56
8.82
11.99
11.45
11.26
10.78
10.60
165.08
73.19
79.90
PR REXCAVATED
BOTTOM
14 SHOTS
7SHOTS
9SHOTS
ELEV.= 7.90
11.79
10.46
8.88
TOTAL VOLUME
1,261.09 CY
#9 POND - X-SECTION
16.00 16.00
14.00 14.00
GREEN
12.00 77 12.00
10.00 10.00
DES! NE WATE
LEVEL EL=9.90
SCALE = I" = 20'
HORIZ. I"=20'
VERT. ltl=2t
8.00
1 1 1 1
8.00
'PROPOSED
EXCAVATED I
BOTTOM
6.00
ELEV.= 7.90'
6.00
�DESIGNED POND
-BOTTOM EL.-�4.61
T
4.00
1 1
1
4.00
0+00 0+20 0+40 0+60 0+80 1+00 1+20
NOTE: GOLF COURSE WAS
DESIGNED AND BUILT WITH 1978
DATUM. CONVERSION FACTOR
TO 2001 DATUM = -0.39' 1
OF ri�'111
CITY OF LA :10RTE
OWN: RJS/JR
E SLAT,
'0*io RODNEY LE ...... ;N io
;011 ....... io
V, '. 90298
PLANNING DEPT.ENGI, EERING DIV.
CK'D: GRM
so
O�
604 W. FAIRMON' PKWY.
LA PORTE, TEXA
#1 QISTE?�
11 $"S' * .......
k%SZONAL V
.77571
PH: 281-470-5020; FAX: !81470-5005
APP'D: RLS
Scale:
Aes
PONDS -BULKHEAD IMPROVEMENTS
1"=20'
T h e (%2 I'Vp
this document was
AT
Date:
authorized by
BAY FOREST GOLF G)URSE
JUNE, 2011
Project No.:
RODNEY LEE SLATON
P.E. 90298, on
X-SECT. & VOLL MES
2011-5001
SHEET.,
#9 POND
13
16
0
PROPOSED BULKHEAD
TOP ELEV. TO BE FIELD
ADJUSTED TO ENSURE
POSITIVE DRAINAGE
EXIST. EDGE OF POND -
Lki
_J
DO
0:
0
x
a-
Z
a
Ld
03
PROPOSED
GRADE TO DRAIN PILING LUMBER:
8"ROUND, LENGTH VARIES
ON 4'-6" CENTERS
6"PVC
'�o xcb�' TYPICALTIE-BACK
(ONE PER TWO PILINGS
@ 14' MIN.)
OP
NOTE: F_ SrV#
EXCAVATE POND IE=V92
TO ELEV.=6.28
#7 POND
#7 POND
a-
C3
x
Ld
X��
EXIST. EDGE OF POND
LLI
_J
Do
C5 C�
0
x
n
5<- Z
Ld L1.1
PROFILE
,��51 GRADE TO DRAIN
4" PVC
PROPOSED BULKHEAD
TOP EIEV. TO BE FIELD
ADJUSTED TO ENSURE
POSITIVE DRAINAGE
HORIZ. 111=20'
VERT. 111=29
#7 GREEN
16.00
16.00
14.00
14.00
-- -- -- --- ----- . .....
#7 GREEN
12.00
- ------ - - --
12.00
PROPOSED BULKHEAD
10.00
10.00
f
EXST. E.O. POND
4
e PVC PIPE
8.00
8.00
S.W. IE 8.15
6 PVC- PIPE
s IE 7.93
DESIGNED WATER LEVEL
ELEV.=8.28
EXST. TOE OF POND
EXST. BOTTOM OF POND
6.00
6.00
PROP. EXCAVA TED BOTTOV
ELEV.=6.28
DESIGNED POND BOTTOM
ELEV.-5.11
4.00
4.00
0+00 1+00 2+00 3+00
SCALE = I" = 20'
LEGEND
SYMBOLS
LINE TYPES OAKTREE is
FEATURES HATCHING
X-SECTION - - - - - - - - - - - - - - - - - - -
EXIST. PVC PIPE - - - - - - - - PROPOSED
DETAILED PROFILE - - - - - - - - EXCAVATION
PONDS
PROPOSED BULKHEAD CONCRETE
EXST. EDGE OF POND - - - - - - - - - - - - - - - - - - - - - - -
EXST. TOE OF POND WATER
EXST. BOTTOM OF POND
DESIGNED WATER LEVEL
DESIGNED POND BOTTOM
PROP.EXCAVATED
BOTTOM
TEMPORARY BENCHMARKS
T.B.M. #1 BLACK "X" LOCATED ON TOP, AT THE END OF CONC.
CURB @ N.E. CORNER OF CONCRETE CROSSING TO CLUB HOUSE
FROM PARKING LOT. ELEV.:�13.35 (DATUM 2001 ADJ.)
NOTES
1. EXCAVATE LIMITS AND BOTTOM OF PONDS AS PER PLANS FOR EACH.
2. TIE -BACK RODS AND FASTENERS SHALL BE GALVANIZED STEEL.
3. ALL LUMBER SHALL BE 0.60 CCA, TREATED ROUND PILINGS 0.60 CCA.
4. TREATED ROUND TIE -BACK PILINGS 0.40 CCA.
5. EXCAVATED SPOILS SHALL BE TRANSPORTED TO A SITE AS
DETERMINED BY GOLF COURSE MANAGEMENT.
6. EXISTING DRAIN PIPES TO BE INCORPORATED WITH NEW
BULKHEAD INSTALLATION.
7. PILINGS TO BE 6' OF PENETRATION BELOW DESIGN POND BOTTOM.
ESTIMATED MATERIALS
1. 48 ea. Piling 8" Butt 0.60 CCA 12' length (VARIES)
2. 24 ea. Deadmon Piling 7" Butt min. 0.60 CCA 8' length (VARIES)
3. 176 ea. 2"xlO"xl2' T&G 0.60 CCA
4. 24 ea. 3"x8"x18' 0.60 CCA Whalers
5. 48 so. 3/4"x15'13" Hot Dipped GaIv. Rods w/
18" of thread each end.
6. 48 ea. 3"x3" Hot Dipped Golv. Sq. Washers
7. 48 ea. 3/4" Hot Dipped GaIv. Nuts
OF Te� 11,
%V_
00*
CITY OF I A PORTE
OWN: RJS/JR
00
io RODNEY LEE SLATO� io
*** ............. 0o
�0
PLANNING DEPT.[ �GINEERING DIV.
CK'D: GRM
90298
0,�-. G/STE?�.
604 W. FAIRI ONT PKWY.
LA PORTE, - =_XAS 77571
S* ...... I �66Y
41% SIONAL 'Z:
PH: 281-470-5020; *AX: 281470-5005
APP'D: RLS
Scale;
PONDS - BULKHEAD IM )ROVEMENTS
1"=20'
ThAse"ala pearing on
AT
Date:
this document was
JUNE, 2011
authorized by
BAY FOREST GOLF COURSE
Project No.:
RODNEY LEE SLATON
P.E. 90298, on
PLAN & PRCFILE
2011-5001
SHEET:
#7 POND
14
NOF
16
3D VOLUMES MODE1
LLJ
0
M
(o
n'
C3
0
W
a-
Z
x
0
Ld
LL1
Q3
EXCAVATION MODEI
L
M
0
Of
IL
Z
(D
LIJ
M
I,: I
(a
x
LIJ
IJj
a-
M
a:
0
of
a_
m
x Z
Ljj Lij
W"
ZZLI-41
0
CL
0
ir
x
Z
Ijj
W
PROPOSED BULKHEAD
TOP ELEV. TO BE FIELD
ADJUSTED TO ENSURE
POSITIVE DRAINAGE
#7 GREEN
#7 GREEN
1014
SCALE = 1 20'
LEGEND
SYMBOLS
LINE TYPES OAKTREE 0
FEATURES HATCHING
X-SECTION - — — — — — — — — — — — — — — — — — -
EXIST. PVC PIPE — PROPOSED
DETAILED PROFILE — — — — — — — — EXCAVATION
PONDS
PROPOSED BULKHEAD CONCRETE
EXST. EDGE OF POND — - — - — - — - — - — - — - — - — - — - —
EXST. TOE OF POND WATER
EXST. BOTTOM OF POND
DESIGNED WATER LEVEL
DESIGNED POND BOTTOM
PROREXCAVATED
BOTTOM
CALCULATION TABLE - #7 POND
PROP. ou"EAD
EDGE OF POND
TOEOPPOND
NOTES
8 .72
0.23
720
,04
O'N
7M
0.43
7�
9 83
213
7.49
9:89
9.0
7.68
BE
El:
7.31
87
En
7M
50
8.73
7.50
:70
10.15
�70
: .84
9.69
9.0
18
L__
5931
—
PROP. EXCAVATED
B M
CL :-!"t
;13LI1
S'W'
—
END,
TOT, VO'U'�E
328.48 OY
8 SHOTS
7.41
#7 POND - X-SECTION
HORIZ. 1"=2
VERT. V=2'
0+00 0+20 0+40 0+60 0+80 1+00 1+20
1+40 1+60
GOLF COURSE WAS
DESRG�NED AN:DBUILT WITH 1978
ENOTE:
DATUM. CONVERSION FACTOR
TO 2001 DATUM = -0.39'
.O�OE OF T4� III
-1d,
.
00 * . * 1 1,
00*. * .*0
00
CITY OF L A PORTE
DAN: RJS/JR
..........................
do RODNEY E S TON
.......................... ;4
* . io
PLANNING DEPTJ 4GINEERING DIV.
CK'D: GRM
V. 90298 40
I 1p
604 W. FAIRI ONT PKWY.
LA PORTE, I EXAS 77571
r)-
0'�
* ......
PH: 281-470-5020; AX: 281-470-5005
APP'D: RLS
1% SIONAL
%
"kkk
Scale:
A"
PONDS BULKHEAD IM )ROVEMENTS
1"=20'
I'he seal ppearing on
AT
Date:
this document was
JUNE, 2011
authorized by
BAY FOREST GOLF COURSE
�—roject —No.-.
RODNEY LEE SLATON
X-SECT. & VO
2011-5001
P.E. 90298, on
-UMES
SHErT.
0
#7 POND
1v,
N/G
8" ROUND PILINGS -TAPERED
(0.60 CCA)
W6" CENTERS
kLERS- 3"X8"
(0.60 CCA)
.4 oal_* TOP 1' BELOW NATURAL —
GROUND ELEVATION
3/4" HOT DIPPED GALVANIZED RODS,
NUTS & WASHERS(TYP.) --\
3/4" HOT DIPPED GALVANIZED BOLTS
NUTS & 3"X3" SQ. WASHERS(TYP.)
FILTER FABRIC TO
HAVE V OVERLAP
@ BOTTOM
=-TS- 2"X10"X(VARIES)
TONGUE & GROOVE (0.60 CCA)
NOTE: TAPERED PILINGS WITH 8"
TOPS ARE ACCEPTABLE.
SIDE ANGLE VIEW
TOP ELEV.= VARIES
77T
3/4" HOT DIPPED GALVANIZED
BOLTS, NUTS & 3" X 3" SQ.
WASHERS (TYP.)
. CRACKS IN SHEETS LOBTE
PATCHED W/0.60 1"X 6" ROUG CU
N.T.S.
TAPERED ROUND
PILING
7" TOP
8'LENGTH
MIN. 6'OF
PENETRATION
NOTE:
ONE TIE -BACK
PILING FOR EVERY
TWO BULKHEAD PILING
TIE BACK PILING
SHALL BE 0.40 CCA
ROD HOLES MIN. TOP 1'BELOW NATURAL
6" FROM TOP OF PILE GROUND ELEVATION
Un-)
4'MAX.
BOTTOM OF POND
2"X8"X10'T&G S45
(0.60 CCA) 30"-36"
MIN. PENETRATION
FRONT ANGLE VIEW
N.T.S.
4 Z161 i
N.T.S.
FRONT ANGLE VIEW
N.T.S.
BELOWNATURAL
D ELEVATION
VMIN. &INGROUND
CCA
FILTER FABRIC FOR
TOP TO 1' OVERLAP
ON MUD.
2"X8"X10'T&G S45
(0.60 CCA) 30"-36"
MIN. PENETRATION
CRACKS IN SHEETS TO BE
PATCHED W/0.60 1X6 ROUGH
3X8 WHALERS TOP LEVEL
BOTTOM < 8" FROM MUD, MAX 4'
BETWEEN STRINGERS
3" BUTT ROUND PILING MIN.
5' PENETRATION 4' 6" O.C.
SCALE = V = 20'
TEMPORARY BENCHMARKS
T.B.M. #1 BLACK 'Y' LOCATED ON TOP, AT THE END 0
' CONC.
CURB @ N.E. CORNER OF CONCRETE CROSSING TO CLUE
HOUSE
FROM PARKING LOT. ELEV.-13.35 (DATUM 2001 ADJ.)
NOTES
1. EXCAVATE LIMITS AND BOTTOM OF PONDS AS PER PL/NS
FOR EACH.
2. TIE -BACK RODS AND FASTENERS SHALL BE GALVANIZI
D STEEL.
3. ALL LUMBER SHALL BE 0.60 CCA, TREATED ROUND P11
INGS 0.60 CCA.
4. TREATED ROUND TIE -BACK PILINGS 0.40 CCA.
5. EXCAVATED SPOILS SHALL BE TRANSPORTED TO A SIT'.
AS
DETERMINED BY GOLF COURSE MANAGEMENT.
6. EXISTING DRAIN PIPES TO BE INCORPORATED WITH NE�
BULKHEAD INSTALLATION.
7. PILINGS TO BE 6' OF PENETRATION BELOW DESIGN POI`
D BOTTOM.
of*
A_ .. . . . . . . . . . . . .
00
I ..... !??n �FF.
90298
G/ST eg . -
Th
this document was
authorized by
RODNEY LEE SLATON
P.E. 90298, on
CITY OF LA FORTE DWN: RJS/JR
PLANNING DEPT.ENGINI =RING DIV. CK'D: GRM
604 W. FAIRMONT I KWY.
LA PORTE, TEXAS 7571
PH: 281-470-5020; FAX: 2 1-470-5005 APP'D: RLS
Scale:
1"=20'
PCINDS- BULKHEAD IMPRC VEMENTS —Date: -
JUNE, 2011
AT �7roject No.;
BAY FOREST GOLF C( URSE 2011-5001
DETAILS & NOT =.S SH ET:
16
16
OF