HomeMy WebLinkAbout11-5001 BFGC POND & BULKHEAD IMPVCity
N.T.S.
LOCATION MAP
Not to Scale
201 Bay Forest Drive
La Porte, TX 77571
(281)4714653
HARRIS COUNTY KEY MAP: 580-17,G
• •.Aft • • •
0 Am
MAYO R
Louis R. Rigby
couNClL
Mike Mosteit
Chuck Engelken
Daryl Leonard
Tommy Moser
Jay
Mike
Martin
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
on
y�P�E of rexgsh
. .................
RODNEY LEE SLATON
It ��,�F.QFalST ERF;O ;��v^i
The seal appearing
this document was
authorized by
RODNEY LEE SLATON
P.E 90298, on
20' 11-5001
SHEI=T 1 OF 16
:•,
3" PVC .,,� _
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16.00
14.00
12.00
10.00
6.00
4.00
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EXIST. EDGE OF POND
PROPOSED BULKHEAD
TOP ELEV. TO BE FIELD
ADJUSTED TO ENSURE
POSITIVE DRAINAGE
HORIZ. 1"=20'
SOUTH SIDE #11 POND -PROFILE VERT.1"=2'
'I � I ' ! ' I i ! I
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i i I � i
®r�l .__ ..�,'Vw !m �aa.nemn;va.. fir. � � � i �u �eaa">� axri
� ®:;� ew..rx;r;mu,: i tcau,,, i I I __... � „` cuua,amuzr .., char:. ,, DESIGNED WATER LEVEL
cu°raan;ua: �..; �:,C�°.tmam�ic�r; ®.;iaa,n�;;;®i, oN�um:>smuem+9' I ':
' v& i ; ua;:re�j.nmu��usner�sua"¢m,: aa� �+', uan,�, �:r . �;n�uu;aama rrw.,,wmmi!n•m ; r ;� a�mmuai iem^+�ux°.
I .+m:,, va,,r - � I �, .,mama;;�cr eaiuvmrrmc�esa sess�r,m;n�nni®:nu�mcmi tra m..u,w�n.:wr w6:u yan,w's�mea_cen i I gu.rpppa;xm�. mu,r.
. I �m��rmr, ca r�y;;,ms•r� I ( � am i en;n®rr,mn ��'; I .ws� 1 i � ELEV =9.�90
I I � � ( ! ! . I � � � ' F POND
�!.. _. __- _._ _.--__..-.... __. - ._ � - - - - T iE
;
I I � I I I ( I � I I � � PROP, EXCAVATED BOTT(
I [ ' � � ; i �' ELEV.=7i90
I I I
I I i I I I �; � � EXST. BOTTOM OF POND
I
_, �- I.
--- - - - - --- -- �-� - � � � - -- - - - I � � � � I i DESIGNED POND BOTTOM
- I j � � I i I � I � � - - I ELEV.=8:17
I� { I 1 i I I ', s '; � i
- � r t � i
1+00 2+00 3+p0 4+00
0+00
SCALE = 1" = 20'
LEGEND
LINE TYPES
FEATURES
EXIST. PVC PIPE
DETAILED PROFILE
- � -�
PONDS
PROPOSED BULKHEAD
EXST. EDGE OF POND
�---�-�'�'�'�'�'�'�
EXST. TOE OF POND
..,,,,®,.........,r..,-.,,,®,.-.�.m....®.,.,e,,....,.®�. ,m..
EXST. BOTTOM OF POND
- � -� � �'
DESIGNED WATER LEVEL
DESIGNED POND BOTTOM
PROP. EXCAVATED
BOTTOM
TEMPORARY BENCHMARKS
SYMBOLS
O, C TREE s�.
HATCHING
PF )POSED
EX OVATION
C� VCRETE „li .ti y,��.
4 f �',•
IATER
T.B'.M. #1 BLACK "X" LOCATED ON TOP, AT THE END OF CONC.
CURB @ N.E. CORNER OF CONCRETE CROSSING 1-0 CLUB HOUSE
1a.00 FROM PARKING LOT. ELEV.=13.35 (DATUM 200' ADJ.)
NOTES
1a.00 - 1. EXCAVATE LIMITS AND BOTTOM OF PONDS AS DER PLANS FOR EACH.
2. TIE -BACK RODS AND FASTENERS SHALL BE C aLVANIZED 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
1z.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 SIGN POND BOTTOM.
10.00
ESTIMATED MATERIALS
a.00 1. 180 ea. Piling 8" Butt 0.60 CCA 12' le �gth (Varies)
----- -- 2. 90 ea. Deadman Piling 7" Butt min. 0 40 CCA 8' (Varies)
3. 970 ea. 2"x10"x12' T&G 0.60 CCA
4. 90 ea. 3"x8"x18' 0.60 CCA Whalers
aoo 5. 180 ea. 3/4"x15'6" Hot Dipped Galy. F ods w/
- 18" of thread each end.
6. 180 ea. 3"x3" Hot Dipped Galv. Sq. WI shers
7. 180 ea. 3/4" Hot Dipped Galy. Nuts
4.00
,: y�CP�E OF Tekgstl
t+
�* .•' * ;
*, � .*
ROONEY LEE SLATON
90295
'� 2�
The seal appearing on
this document was
authorized by
RODNEY LEE SLATON
P.E.90298, on
��a�--11
of L CITY OF LA PORTE DWN: RJS/JR
a o
m PLANNING DEP' ENGINEERING DIV: CK'D: GRM
604 W. FAI .MONT PKWY.
LA PORTE TEXAS 77571
PH:281-470-502 ;FAX:281-470-5005 APP'D: RLS
Sccle:
PONDS -BULKHEAD 111PROVEMENTS '"-20�
oats:
AT JUNE, 2077
BAY FOREST GOL � COURSE Pro;a°t "°•°
2011-5007
PLAN & PR JFILE SHEET:
S. SIDE #11 POND 2
oF16'
as
\ o a 805 LF °
W '9
1°
^°_ o
1—ry a�ij EXIST. EDGE OF POND
■ii
3" PVC i
i i _
i
Q
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a
GRADE TO DRAIN
' a
^C
x
�h
�o
N. PROFILE #1
x
a
a°
x
805 LF .^
� I
i I I
i ! I
I i I l
i i I I
16,00
I I I I
I
I I 1 I
14.00
I I
I I I I
1 I I 1
I I I
12.00 _
I ! ! I !
nwasms
10,00
I I
i f i i
3" PVC PIPE �'� n®n.m, m �i®ni�maa.mm�;�ic®-as.,®�ia■,nme. ass ii®ir,a6i m.im�mme.�
S.E. IE = 9.57, `
I I i I
-- 8-00-I- _. _Waxw - . _.OWN .._ems
I I I !
( I ( I
6.00
I i I I
I I I i
4,00
I i I I
0+00
�a,Z r
b PROPOSED BULKHEA D
r TOP ELEV. TO BE FIELD
ADJUSTED TO ENSURE
POSITIVE DRAINAGE
r #11 POND
. PROFILE #2
0+97.63
1 +13.56
NOTE:
EXCAVATE POND
TO ELEV. 7.90 -1 J
S. PROFILE
0
z
w
805 LF ',°°
PROPOSED
PILING LUMBER:
811ROUND,
LENGTH VARIES
ON 41-6" CENTERS
TYPICALTIE-BACK
(ONE PER TWO PILINGS
@ 14' MIN.)
J
TO DRAIN
GRADE
NOTE:
EXCAVATE POND
TO ELEV. 7.90
a
°
EXIST. EDGE OF POND
q l/
PROPOSED BULKHEAD
TOP ELEV, TO BE FIELD
ADJUSTED TO ENSURE
POSITIVE DRAINAGE
HORIZ. 1 "=20'
LINE TYPES
FEATURES
EXIST. PVC PIPE
-y�PtE of rekgs��
�i
� .ROONEY LEE SLATON j
jA. 90298..........V
Theseal ppearing on
this document was
authorized by
RODNEY LEE SLATON
E. 90298, on
PROPC ED
CONCF .T
.WATT 2
S` MBOLS
H ETCHING
EXCAVP ION
~1
aF ` L I I Y U r Lf F' V K I C OWN: RJS/JR
� '-+ PLANNING DEPT.EN INEERING DIV. CK'D: GRM
604 W. FAIRMC !T PKWY.
LA PORTE, TE: 4S 77571
PH:281-470-5020;FP ;:281-470-5005 APP'D: RLS
Scale:
'ONDS -BULKHEAD IMP MEMENTS 1"=20'
AT Date:
JUNE. 2011
BAY FOREST GOLF (:OURSE Project No.:
PLAN & PROI TILE 2D„—SDD,
SHEET:
N. SIDE #11 P )ND 3
of 16
U), /
PROP. BULKHEAD h
q.
E. END 3" PVC.
x 1
-y
0
¢ 1_h
IN PROPOSED BULKHEAD
nY 1 ^o� TOP ELEV. TO BE FIELD
ADJUSTED TO ENSURE
cL,}rLI'1 ,o POSITIVE DRAINAGE
1
Q) h
i°
g� 'S GRADE TO DRAIN
Noll.' �.v 1 ram'
NC N
ro g
a,
—I o
PROPOSED
E I_ N.PROFILE #2 04/ PILING LUMBER:
TYPICALTIE-BACK
(ONE PER TWO PILINGS
MIN,) '
1
1,
GRADE TO DRAIN
END PROP. BULKHEAD
� C
��� �, EXCAVATE POND
TO ELEV =7.90
6"ROUND,
LENGTH VARIES
i4
4
CENTERS
LL
1 -1
ro
I.
1 F�
x �
r �P
6
EXIST. EDGE OF POND
NORTH SIDE #11
HORIZ. 1 "=20'
POND - PROFILE #2 VERT,1"=2'
i i !
1s.00 16.00
i I I
1a.00 14,00
! I i
12.00 12.00
PROPOSED BULKHEAD
i r t I
10.00 �.�.• ! I rsi`r��r�r_ ! 10.00
_—.EXST..E.O�.POND _.
to toolool
DESIGNEDI WATER LEVEL
EL-9.901
8 00 EXST, TOE OF POND 8,00
PROP, EXCAVATED BOTTOM
ElEV.m7.90
�i
EXST. BOTTOM OF POND
6.00. ! ! !
.__. .._...___. _.. ..._.. - ... _.. _t-_.. ___ _._ .. -. DESIGNED!. POND. BOTTOM... ... 6,00
. _ .......
! ! ELEV.-8.11
I 1 I I
a.a0 I i 4,00ol
0+00 1+00
0
CD
�I
w
LEGEND
YMBOLS
LINE TYPES
OAK 'REE
FEATURES IATCHING
X.SECTION-----�-------
PVC PIPE — �— — �— � � � PROI )SED /
DETAILED PROFILE e EXCA 4TION
PONDS
PROPOSED BULKHEAD COW BETE
EXST. EDGE OF POND
EXST. TOE OF POND III .. III too I Al too loololptlI& 113 loll I Ito ..:.—:.:— ®:..
WA ER
EXST. BOTTOM OFPOND — -- _ Im
DESIGNED WATER LEVEL
)ESIGNED POND BOTTOM
PROP. EXCAVATED
BOTTOM
OF Ter%%% l
*: : *.'i DF ` CITY OF LA PORTS DVJN1: RJS/JR
ROONEY LEE SLATON ti A
' so2se m PLANNING DEPT.ENC NEERING DIV.
I� D1. Q : ��-0 604 W. FAIRMOt I' PKWY. CK'D: GRM
it,,<F GISTERF G���w LA PORTE, TEX S 77571 APP'D: RLS
'11 S�ONAL Ems: PH: 281-470-5020; FA) 281.470-5005
Scaler
The seal a pearing Vn�% PONDS - BULKHEAD IMPI ;OVEMENTS 1'=20'
AT Date:
this document was JUNE, eon
authorized by
BAY FOREST GOLF ( OURSE Project No.:
RODNEY LEE SLATON PLAN PROF ILE 20T1-5oo1
P.E.90298, On 7OF
N. SIDE #11 POND
16
', i
3D vo�uN
EXCAVAT I
3" PVC ,.`_
��
v
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a
=
J
K)
OD
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W
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W
d
#11 POND - X-SECTION
I r
I 1
i I
16.00 i � 76.00
----________ __ __. __...._.� ._-- __-- ._- ,__- _-- -. _._I __ �__ _.... i_. _.. _.... _ .._--.__..._--
j � I i
14.DD i � 1 � 1a.DD
__.
_._._...__ _ -- -- -� -- -- - fi-- - -- --) -- _....__ h._ ._ _.....--_-....__.._._
I
I
72.00 .__. _ ._.._._ _..I..__.. __ ..._ �._. _._ .__. �.._._ _... __ l(.__ __ ___ _ ___.. 12.00 _
I I i
1a.oD � I to.Do
I D�SIGP ED WATER
LEVE EL=9.90
a.00 ®®� a.oD
.. . I _._ __ ._...__.:
I PROPOSED I EXCAVATION
I EXCAVATED i LIMIT EL=7.90
AREA
B.00 i I ( � 8.00
_ ........ .I. _ _.._ _...I ___ _- _. ...... ... ...
� I �
I DESIGNED POND
I 80TTOM EL.=8.11
I
4.00 ___. ___- - I 4.00
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'
HORIZ. 1 "=20'
VERT. 1"=2'
CALCULATION TABLE - S. SIDE POND
PROP. BULXHEAD
EDGE OFPOND
TOE OF POND
NOTES
10.34
8.80
8.07
10.3s �
9.5]
B.BB
10.79
9.93
8.57
10.39
9.90
B.OB
71.27
70.08
B.BB
77.35
70.32
9.43
17.28
70.34
9.38
11.15
10.13
9.29
it.ie
9.77
992
17.04
9.95
9.71
17.02
70.07
9.48
11.05
70.03
9.15
11.OB
10.04
8.06
11.43
10.20
9.29
77.46
10.73
e.93
17.40
70.iB
e.90
11.38
f0.04
9.09
/1.37
10.09
9.07
71.23
9.84
e.57
/7.48
10.17
9.05
t i.4B
10.22
8.99
1117
10.23
8.98
17.19
10.45
8.95
711e
10.38
e.84
17.32
10.72
9.00
tlsz
toes
e.e2
10.95
t0.4B
8.87
10.84
9.21
70.80
9.41
10.49
8.35
10.SD
813
10.38
9.08
101E
e.Bt
1o.s4
e.aa
t0.51
B.B7
300.40
35/.70
320.58
275H0T5
35 GHDTS
35 SHOTS
R
r!
�i7
N
G7
CALCULATION TABLE - N. SIDE POND
PROP. BULfWEAD
EDGE OF POND
TOE OF POND
AVERAGES
10,34
8.90
9.87
70.76
10.03
9.77
11.03
8.84
9.25
1113
10.63
0.27
11.15
70.42
8.26
17.15
10,38
8.31
70.76
70.23
0.33
10,78
10.13
8.33
t0.B3
10.13
8.33
t0,B3
70.18
8.39
1o.es
9.Bs
e.ze
t0.B9
70.73
e.86
10,70
10.20
0.17
10.78
70.18
8.75
10.BB
1085
8.86
11.19
70.28
8.76
70.75
70.28
0.78
10.23
8.90
10.35
8.32
10.18
8.17
70.7/
B.33
70.04
9.20
9.82
8.04
iB4.93
233.Bs
201.33
17 SHOTS
235HOTS
235HOTS
TOTAL AVG. OF N.8 S
TOTAL AVG. OF N.8 S
TOTAL AVG. OF N.8 9
495.39
591.85
521.91
DESIGNED
EXCAVATION
44 SHOTS
SB SHOTS
5B SHOTS
BOTTOM ELa7.B0
TOTAL AVG. OF N.8 S
TOTAL AVG. OF N.8 5
TOTAL AVG. OF N.8 S
TOTAL VOLUME
11.03
10.20
9.00
752.70 CY
d
O
0_
D.
Z
W
m
SCALE = 1" = 20'
LEGEND
t YMBOLS
LINE TYPES
OAK REE
FEATURES � IATCHING
XSECTION-----------�•�----
EXIST. PVC PIPE � � - pROf )SED
DETAILED PROFILE -� .� � EXCA' 4TION
PONDS -• ..:.
PROPOSED BULKHEAD CONt 2ETE j?,,`.-'i�i�:
%5:.+
...7 •:
EXST. EDGE OFPOND--�--�--�----------
EXST.TOEOFPOND ®..,:�,:,®......:::....:..,._.m..o.,.,®::,.,,:,:-...m
WP ER
EXST. BOTTOM OF POND
DESIGNED WATER LEVEL
DESIGNED POND BOTTOM
PROP. EXCAVATED
BOTTOM
�� �,�P'(E OF Te,�,�sl,t
.• ,
r'`` *�� G CITY OF Lf ,PORTS DWN: RJS�JR
RODNEY LEE SLATON j
�••••••••••••••••••••••; •• PLANNINGDEPT.EN IINEERINGDIV.
j eD29e j " CK'0: GRM
� 'o •• • a: r 604 W. FAIRMC JT PKWY.
�1+D,t.'�•�,FGISTER��•\��^i LA PORTS, TE: AS 77571
(li SS/ONAL E �� PH:281-470-5020;FP ::281-470-5005 APP'D: RLS
� �
PONDS -BULKHEAD IMF MOVEMENTS 1'-20'
The seal appearing on Dote:
this document was AT JUNE, 2oJ1
authorized by BvAY FOREST GOLF BOURSE Protect No.:
ROPE 90298 LonON /�-SECT. & VOL JMES SNEET.,,-5001
`�.-�-it #11 PONC 5 16
of
Exsr. mcE oP POND
PROPOSED BULKHEAD
TOP ELEV. TO SE FIELD
ADJUSTED TO ENSURE
POSITIVE DRAINAGE
N
F
E
�:m�ti�°�.;ru
#15 POND -PROFILE
= a
� M
m b
d
� 3
a
0
/ 3"PVC
GRADE TO DRAIN
HORIZ. 1 "=20'
VERT. 1"=2'
,h
#15 GREEN
��
`.�, �.
� �ry
40
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I I ( I I _ I : I I i I '. I ( GREEN (
I I I I I I I I I I ! I I I I �I I I I I I I I I I
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..► ��...�-.....�� �/�"..�•"" �'`.�.�.-.�...��. ,y�1a�I' —fie/ En.
I i I I
�o.Do I I �"�••.....-►.."�,► I i........�.—..—►, „I ! ,•.....►� I 1 I I i I I ' ' •�,•,•. .�.� °D�Ev°ie 60 "'°` _ __ _ - ._ .... . _. _.. - - �o.00 __
_ i i i i i _ i... m nnm, aa:::,� _ n✓'an:,. � SW S' QVC IE. B.SJ -. � --.' I
------ — ,
W :,�� I I I I I I i I
mu"`wpu m ®:, rm i ®: �a,;r I ,.�W: ..:,swat i:s• ! ,a,.lewsma.,:^.:r .:p"�„pp':,ma .wwir:•a:,:�::: ::.wb.,�:... i„ma�.i�as wa :ewaw,::w..ym � ,:—:.. ,:i:,�a��W i.c.i am ..�:.:,oqe em..: w::: I w. ..��„ .m+�' m...,�--ExSf. TCE CF POIID i I
ion ,::.,w., :. ®, N
� pas, - `�
m+uass� � . o
�,,,- -:,- , � w� :-
I
I ( .m ,vas„ ;..d' i � �,,—�.m.:,wm, m:. � .w. , ". ... 8.00
: .,a _...
— ENBT. BtlTf04 OF POND
- _._L --_1 _ _ _._. _ � � � I i � I,
I. i ! I ! i � � �I, ! I P��E%COAVATED BOTitkl
I
( I I ,
( I I I I I I I I I I I I I E o.00
I I
1 � 1 I
8.00 ..........<_ _ __ __.. _. - __ -__. .._. _._.. — —..—�.._._ __ — . __...._. _ ___ ___ _ .._. _.. _.._... ..- _._ _ __. __. .. ._ _ ._ .. -__. __ ._.. ._ _ _ _ _ .._. ___ i.._. ._..___ _._. i.. -_ _ _. _......._I ._ _.
- - - -...- -- -- �- - ..-- I- _....__ _ _ -... _ I-- - -- I ... - -- - __ -- --- - i I
-- - � I' -1 I I 1 � � - - ' - = -
i _ _I__ I
� DEsa_+Di Poxo eonai
I I I I I I I I I I I I I � I I i I I I I I I I
__ 4.00 I I I I ( I i I -( I I I EIEV sDe I I I 4.00
0+00 1+00 2+00 3+00
4tUU oTvv v ...,
SCALE = 1" = 30'
LEGEND
LINE TYPES
FEATURES
X-SECTION ®®m®®®®®®®®®®•®®®®®®®
EXIST. PVC PIPE
DETAILED PROFILE
PONDS
PROPOSED BULKHEAD
EXST. EDGE OF POND �•——•�•�•�•�•�•� �•�•�
EXST. TOE OF POND �,,.�,,,®�:�®,�,®�..o..,•.,�.�.�,.:,..�.,m.,,;,..,,�„�,�:�;m,:,®:,:m..�,—
EXST. BOTTOM OF POND
DESIGNED WATER LEVEL
DESIGNED POND BOTTOM
PROP. EXCAVATED
BOTTOM
1_u •
SYI �BOLS
OAK THE o�
HA fCHING
PROPOSI U �/
EXCAVATI IN j/'/�
y 7' .'.
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 CCf
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 eG. 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"x10"x12' T&G 0.60 CCA
4. 96 ea. 3"x6°x18' 0.60 CCA WhGlers
5. 192 ea. 3/4"x15'6" Hot Dipped GGIv. Rods w/
18" of thread each end.
6. 192 ea. 3°x3" Hot Dipped GGIv. Sq. Washers
7. 192 eG. 3/4" Hot Dipped GDIv. Nuts
r y4P�E OF Tfkgsll
�1
� •I
/* �.*
�. � �' I�
. •�
RODNEY LEE SLATON
A 90298 • j
,�j±O,i; :i,FG/STERF'��a�v�v^i
l FS •....• �G�
l l S/ONAL Ett ,��
The seal a eating on
this document was
authorized by
RODNEY LEE SLATON
P.E.90298, on
�-a�-1�
of L CITY OF .A PORTS DWN: RJS/JR
� o
'' � PLANNING DEPT. iNGINEERING DIV.
� CK'D: GRM
604 W. FAIF AONT PKWY.
LA PORTS, 'ERAS 77571
PH:281-470-5020 FAX:281-470-5005 APP'D: RLS
Scale:
PONDS -BULKHEAD IN'ROVEMENTS '"=so'
AT Dete:
JUNE, 2D71
BAY FOREST GOLI 'COURSE PrDject ND.:
PLAN & PRE )FILE
15 PON ID
2011-5001
SET:
6
OF � 6
#15 GREEN
Exsr. EDCE aF PaND �
3D VOLUMES MODEL
PROPOSED BULKHEAD
#15POND TOP ELEV. TO BE FIELD
MST, TOE OF POND ADJUSTED TO ENSURE E�Oa
POSITIVE DRAINAGE �5'F�
PROPOSED
EXCAVATION LIMBS
/ 3.1 PVC
NOTE:
EXCAVATE POND
TO ELEV.=7.90
/ 864 LF
! /
4w FROM
WITS O
+' FflOM0. EPOND
NOTE:
#15 POND j TO LEVTisUND
EXCAVATION MODEL / TOTAL EXDAVATED
VOLUME=742.21CY
PROPOSED NOTE:
EXCAVATION LIMITS EXCAVATE POND _
TO ELEV.=7.90
MST, TOE OF POND
MST. EDGE OF POND
PROPOSED BULKHEAD
TOP ELEV, TO BE FIELD
ADJUSTED TO ENSURE
POSITIVE DRAINAGE
i
o m
all
3
wZ b
DO
LEGEND
SYMBOL:
LINE TYPES OAKTREE
FEATURES HATCHII` 3
X•SECTION
EXIST. PVC PIPE PROPOSED
DETAILED PROFILE EXCAVATION E
PONDS
u.:
PROPOSED BULKHEAD CONCRETE
.. 1,.
EXST. EDGE OF POND
EXST. TOE OF POND
WATER {GG
EXST. BOTTOM OF POND
DESIGNED WATER LEVEL
)ESIGNED POND BOTTOM
PROP. EXCAVATED
BOTTOM
#1 CALCULATION TABLE -#15 POND
Itis lam
It" IOAO
11.10 law
11.35
law
1121 will
10,07 low
Ilia to'"
11.114 law
tilt W?
low
1049
on
Salm
oP. auuaPnn
EaFFoxo
TaE DFPaxD
nmEs
ABaO
11�
no
11.29
,0.03
9.10
e
Df
m
,23i
10W
am
am
11]0
,DA2
00a
am
Ow?
am
am
alit
�,s.a
m2D
M
255NOT9
25aN019
25 SIaim
#2 CALCULATION TABLE - #15 POND
OP 0Ut101Fi➢
EDGEOFPONO
TOEOFPoHO
VaLi0E0
am
a All
0170
0.ta
go
Oft
a22
am
ow
921
am
IN
am
9.15
0,01
614
am
0,31
am
202.2e
10.59,Zwm
>asHOle
25sNOTa
SHMS
TOT �AVGFIU
P
505NOI8
alla,49N011
EIEV•7M
F,a
F,a2
TDf
11a
10.51
8.88
u,c
#15 POND - X-SECTION HORlz.1
VERT, 1"=2'
I I I i
I
1000 i j 10 .__ ...... ..__ .i
esy
1400. GREEN I r••'.w,` I ( I I 14.
1000 11j I DLM FL B 90R I
I I 0.1
PROPosED
BOTEXCNTOM� I I
am _..._EL. at
I I DESIGNED POND 80TjTOM
4.00 1 EL.0.31 j 41
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40
NOTE: GOLF COURSE
DESIGNED AND BUILT WITH 1978
DATUM, CONVERSION FACTOR
TO 2001 DATUM = •0.39'
r =C� so of rek'16st
dir
1
00 .*..:...#04920894.004. see � aF ` o CITY OF LA PORTE DWN: RJS/JR
RODNEY LEE SLATON A
00
�••:•••••'••••••••••• Y••j m PLANNING DEPT.ENG 4EERING DIV,
! A.•. 80298 • �� 804 W. FAIRMON ' PKWY. CK'D: GRM
OP
�lOo �FGYSTERF9'\���i LA PORTE, TEXT 3 77571
111 SS�ONAL ENS PH:281-470-5020;FAX 281-470-5005 APP'D: RLS
1\\\\����
Scale:
PONDS - BULKHEAD IMPF DVEMENTS 1"-30'
The seal a gearing on Date:
this document was AT JUNE, 2011
authorized by
BAY FOREST GOLF C OURSE Project NO:
RODNEY LEE SLATON P.E. 90298, on X-SECT. & VOU IMES SHEET: zon-sool
# 15 POND
16
OF
PROPOSED
PILING LUMBER:
8"ROUND,
LENGTH VARIES
ON 41-6" CENTERS
U
9G ^
PROPOSED BULKHEAD
TOP ELEV, TO BE FIELD a� x
ADJUSTED TO ENSURE x
POSITIVE DRAINAGE n9ca "h
.c c
EXIST. EDGE OF POND x�_ l .off
EXIST. TOE OF POND
,U ^ l °
1^
NO
1
#17 GREEN
�� TYPICALTIE-BACK
`' oN (ONE PER TWO PILINGS
@ 14' MIN.) '
GRADE TO DRAIN �yo
n � r
232 LF ,�- ti' �'` ow 5ti
y'7 C17 /
ti.
x x r
ti
tib .try �JQ '�� d
x. x� T �. x` ZI
^o. � 5 r
x cot
NOTE:
EXCAVATE POND
TO ELEV =7.90
w
J
#17 POND
m
HORIZ. 1"=20'
.NORTH SIDE #'I7 POND -PROFILE VERT.1"=2'
I I I
I I I I I I I I
I I I I I i I 16,00
16.00 - - - ! - -- - - - -I - -._ L. ._ -I ._ _ ..
I I I I I I I I
I I ( ! EXIST. GREEN _-_14,00
14.00
woo-
�- I I I I I 1 I I
I I I I I I I I
! I I ! I I I !
_... -I - ._ -_ .!_..._. - __I .... 12.00
12.0o I I ___ _. _ I
! I I PROPOSED BULKHEAD
00� I rr�ri �r�► •_r_����/.�rr.�.�.�►r�r�r� EXST 10.00
EO. POND
10w
-.. - - - - - - J.._. __
! DESIGNED WATER LEVEL
! I ELEV.--9.90
_. go :,pis: I • ,�„ .:. EXST. TOE OF POND
5.00 � EXST BOTTOM OF POND! _ -, _._ _ , __-.--
i
8 00
-- _ -
Wei
PROP*1EXCAVATED BOTTOM
ELEV.=7.90
I I ! I
I I I I I I! I ELEV NEED (POND BOTTOM : 6.00
6.00 I I I --- --
I
I i I I I 1 I i
aI
! j I 4,00
.00
0+00 1+00 2+00 3+00
LEGEND
SYMBOLS
LINE TYPES OAK TREE 0
FEATURES HATCHING
(,,SECTION
PVC PIPE PROPOSED
EXCAVATION
DETAILED PROFILE
PONDS_;;..;;;
PROPOSED BULKHEAD CONCRETE
EXST. EDGE OF POND
EXST. TOE OF POND m„ m :® ®„®, m.,m„ : �,,
WATER
EXST. BOTTOM OF POND
DESIGNED WATER LEVEL
DESIGNED POND BOTTOM
PROP. EXCAVATED
BOTTOM
TEMPORARY BENCHMARKS
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"x10"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 Galy. Sq. Washers
7. 52 ea. 3/4" Hot Dipped Gaiv. Nuts
��PqE OF Tf'pgs�l
� RODNEY LEE SLATON �
�....................... VI
�l:P0. �FGISTEfZF�'\aw^so
('j SS/ONAL
The seal appearing on
this document was
authorized by
RODNEY LEE SLATON
P.E.90298, on
aF � o CITY OF LA PORTS DWN: RJS�JR
' PLANNING DE T.ENGINEERING DIV.
CK'D: GRM
604 W. F IRMONT PKWY.
LA POR' E., TEXAS 77571 APP'D: RLS
PH:281-470-5( !0;FAX: 281-470-5005
Scale:
'ONDS -BULKHEAD MPROVEMENTS 1"=20'
Date:
AT JUNE, 2011
BAY FOREST GC _F COURSE Project No.:
2011-5001
PLAN & PF tOFILE SHEET:
#17 PC ND 8
16
OF
EXCAVATION MODEL
Q
W
S
Y
m
Z
W
m
N. PROFILE
PROPOSED BULKHEAD
TOP ELEV. TO BE FIELD
z ADJUSTED TO ENSURE
� POSITIVE DRAINAGE
�=
EXST. EDGE OF POND
� EXIST. TOE OF POND
#17 GREENI
\ / j PROPOSED
EXCAVATION LIMITS
j j////// / �_ EXCAVATE IJMITS
4' FROM E.O. POND
Q
W
J
#17 POND m
0
D_
0
Z
W
TOTAL EXCAVATED
#17 POND - X-SECTION
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'
HORIZ. 1 "=20'
VERT. 1 "=2'
#17 POND
CALCULATION TABLE - #17 POND
PROP. BULKHEAD
EDGE OF POND
TOE OF POND
NOTES
11.10
10.88
9.05
11.36
10.45
g,23
11.42
10.71
9.24
11.38
10.44
g.07
11.52
10.15
9.05
11.78
10.61
g.7g
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
g.g1
11.96
10.11
g,72
10.85
10.08
g,7g
10.49
8.98
177.24
167.11
153.14
PROP. EXCAVATED
15 SHOTS
16 SHOTS
16 SHOTS
BOTTOM
ELEV.= 7.90
11.82
10.44
9.57
TOTAL VOLUME
537.48 CY
SCALE = 1" = 20'
LEGEND
SY �IBOLS
LINE TYPES
OAK THE i
FEATURES HPfCHING
X-SECTION--®-®®--®®®®®®�®®®
PVC PIPE ��
PROPOSI J
DETAILED PROFILE � v- EXCAVATI M ///,
PONDS ,-/./�'/..
•,,:;
PROPOSED BULKHEAD CONCRE E j�,-},":�
EXST. EDGE OF POND--�-�.�-.�.�.�.�..�. �,
EXST. TOE OF POND..,.::®�.�®.��-.,�.®,,,....�:..� ..:� ®,,,..,:.,.- _..,�,�-.:�....�:.m. �...
WATER
EXST. BOTTOM OF POND
DESIGNED WATER LEVEL
)ESIGNED POND BOTTOM
PROP. EXCAVATED
BOTTOM
'y'(P�E OF Tf,Pgset+
? A
*: llG"VVV : * y of A CITY OF LA P( ►RTE
�........................ � o DVNJ: RJS/JR
� ROONEY LEE aLATON � _ y
' eozsa ! � � � u m PLANNING DEPT.ENGINEEI ING DIV.
� q'. .2.i � CK'D: GRM
604 W. FAIRMONT PK �Y.
t!+ 0,�.:PFG/STERF:�';��w� LA PORTS, TEXAS 77: 71
1 SS/ONAL E-�+"'- PH: 287-470-5020; FAX: 281. 70-5005 APP'D: RLS
Scale:
PONDS -BULKHEAD IMPRO� =MENTS '"=20'
The seal a pe°ring on Date:
this document WOS AT JUNE, zo)i
authorjzed by BAY FOREST GOLF COU 2SE P�e�e�t No.:
RODNEY LEE SLATON �+
P.E. 90298, on X-SECT. � VOLUM'=S SHEET:it-5001
� ��O �� � #17 POND 9
of 16
EXIST. EDGE OF POND
PROPOSED BULKHEAD
TOP ELEV. TO BE FIELD
ADJUSTED TO ENSURE
POSITIVE DRAINAGE
' ' • �
a
=i`i Uy
y' .1'
d x�
^h
Y.
�� d� 0���� � ,,�J
�� ,6� ,�5 ,, x�`� ,�•� ry1 x,d �,\y K, EXIST. EDGE OF POND
' x x mid~' n�C'� ^,7��d x` p 'ld�. x°` ' .` S 'i 1.
n,5�' 304 LF ^�' �,"6 x� ` ,`� PROPOSED BULKHEAD
xn�0 � � TOP ELEV. TO BE FIELD
I� ,�' ��, �n"` ,�`� `L � ADJUSTED TO ENSURE
d \ ^�' x � POSITIVE DRAINAGE
�'
x` dam' W .."r „h�`. --- x--�.., a
NOTE: � J � � jam. - .x_ _-.�- ��9• GRADE TO DRAIN PROPOSED
EXCAVATE POND � PILING LUMBER:
TO ELEV. 7.90 � �� ` SAND TRAP � , �,`I� 8"ROUND,
• ,�.� 5s � ti� a' � �. LENGTH VARIES
' x ,� �' x ,�; 6 ,,w �;`' - >� .,\' ON 4'-6" CENTERS
-� x � X .SJ �j d�}d p'�
6
x 0
. � a d.
. U x ,.,V
d � �a v' e� w"
1
�� � ,��� 6 304 LF � ti ,
� d x �
X1 i� x �' ,I (,°
o �`'
,• d`ti
#18 GREEN
GRADE TO DRAIN , ��'
TYPICALTIE-BACK
(ONE PER TWO PILINGS
@ 14' MIN.)
71!
■
■
•
F1
Z
W
SOUTH SIDE #18 POND -PROFILE HORIZ.1"=20'
VERT. 1 "=2'
t t t I , I I i I t _ I _ i i I
1 I I I I I I I 1 I I
I 1 I I I I I I I I I ,
I I { I I I I I i I i ! I
16.00 I I I i I I I i I 16.00
__ . __ _- ---- -- - _ - - -._ .__ __ _ _ __ __ .._ ._ . _ -- - _ I -. _ .. -- .._ I .- -- --
_.. _.
I i ! � � I GREEN I
I I I I I ; ' i I ' I I I
I I I I I I I Y°j0. �y ,,� I t I N. EDGE;, SAND TRAP
_.. 14.00 _ - -- - --... __ - _ (---- _ . _._. � . --- _ -- � --- __ _ -._.I _.. -- --:. _.. __ I __ __ ...._. ....I-- - . _ _ �- _ _ _� _.... _.- e� ' ,�" ° I - _. I _. I i -- i 14.00
' I i I � I (rt&t3 ' ""� m� � ®c•m ' ° ea �� I I i .. - S. EDGE'. SAND TRAP ._'
I I I I I � I I I I ' I
I I i I I I I i i ' ! I
' I I I I I I I I I I I
�'. 12.00 I I I I. I i PROPOSED BULKHEAD 12,QQ
I I ! I 1 I I I _ __ __ __. _ .. ____. _ -
I I I I I ;; � I I I ,
I I I I l I I i ! i � I i i
•' I I I I I I I I ■ I I ' I I
10 00 ' ���� ( i ( I r��i■,�rr/r��' I'�`�•`Ir/ ('• !■�,•'.\�■�■■�■ ��/ I EXST. POND
EO
I I I I """ 1 i I I i. i i I I
' I 4+m``c�' �•��nr .:�I„� I - ( ,.�a..>�++;aea..�;aa'�•.�m �' .uv;n�,..�:,nm,, m�dan,.W° myau, � TER LEVEL
,��„ N
�•..
I DESIG ED WA I
6u ..;�nm- - ( .�as;;;■a��'' (� ELEV.=9.90 I
I �eun:®irmw� ®,.:�zmu:®I�w ,wmu;� (ra�:wn..pan:evn m�::.rktvw��.�� Cu'pr92a.1" �anua���°a':� c�„�y_ea,s9���'• ( � I
"�
B.00 I I ( I I ( ( t t I t EXST. TOE OF POND I 8 00
t i � � I I I t I PROP. ECAVATED SOTTOM I
I i I I I I I I I ELEV =7.90 I
I I I I I I I I I I ( I i
I I I i I I I I I I I � I
6.00 i I '; I I EXST. BOTTOM OF POND 6.00
i I I I I ( ! i i DESIGNED POND BOTTOM
ELEV.=5.61
I I I i I I I I I I I I I
4.00 I I I I i ( I I I ! { ! i 4.00
I I I I I I I I I I ( I
SCALE = 1" = 20'
LEGEND
SYMBOLS
LINE TYPES
OAK TREE ��!
FEATURES HATCHING
X-SECTION---�--------®---���
EXIST. PVC PIPE - � � - _ PROPOSED �/
DETAILED PROFILE EXCAVATION ��..
PONDS .,;.,::.
PROPOSED BULKHEAD CONCRETE j';` it"'? �.:
EXST. EDGE OFPOND--------------------� q?,-
EXST. TOE OF POND.-..,:-.,::.•,:::..:�,®..®,.:-.,.®.::�...:�:m.:.-...:�,�:.m:.:.-. ®::.®
WATER
EXST. BOTTOM OF POND
DESIGNED WATER LEVEL
)ESIGNED 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 0.6( 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 BOTT011.
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"x8"x18' 0.60 CCA Whalers
5. 68 ea. 3/4"x15'6" Hot Dipped Galy. Rods w/
18" of thread each end.
6. 68 ea. 3"x3" Hot Dipped Galy. Sq. Washers
7. 68 ea. 3/4" Hot Dipped Galy. Nuts
0+00 1 +00 2+00 3+00 � .•5•cP;�E of rekgsl�f
1�
r# •,.*,
- �*: :*�
� RODNEY LEE SLATON
,Ol SS�ONAI EN,�..,
The�ppecnng on
this document was
authorized by
RODNEY LEE SLATON
P.E.90298, on
^a��> >
■
of ` CITY OF L� PORTE DWN: RJS/JR
o
'' ' m PLANNING DEPT.ENt INEERING DIV.
� CK'D: GRM
604 W. FAIRMO T PKWY.
LA PORTE, TE) \S 77571
PH:281-470-5020;FA :281-470-5005 APP'D: RLS
Scale:
PONDS -BULKHEAD IMPI ;OVEMENTS '-=2°'
ATDote:
JUNE, 2011
BAY FOREST GOLF < OURSE P�o;e�t Nc.:
PLAN & PROf ILE 2D"-5°°'
SHEET:
#18 POND 1
of 16
� •
• � �.
EXCAVAT I
7R
■
u
a
0
0_
o_
z
w
m
'• � •
t � t t I I
1 i
j l i I
I I
16.00 ' � I I I I 16 00
( I I f i
®®®®®� I 1 1 i I
GREEN j® ( j i j I
I ®®® I I ! I I 14.00
14.00 �... - _ - �� - I - -- -..... _ � - .__ ............._ _ �.. -- - - - -- - _.. __:.._ - � - -- -- - - ------ -- _�_.
I �®®®r®®®®®®®) I I
I I SAND TRAP; , � I i
I ® I I
I �
12.00 i i 12.00
I I-- �
_ ... _..
i i
i I � !
i i
t I
I I i 1
10.00---.._.-_ ..-_--! ----_ ._..I--__...-- �----- - I ---- - -I- � _.i-. 10.00
j � DESIGNIED WATER i � �
I i LEVEL DEL.=9.90 I , ® I
I I � I
8 00
- 8-00----- -- - -_-- I -- - - -- -I-- -- -- -- � - - - -- - - . _ _.. _.. .. _- -- - - - �®�e�®� -- __._.._.__
I I I I I I
I ! PROPOSED I I I
I I EXCAVATED I I I
I j BOTTOM i i I
6.00 I EL= 7.90 I I j 6.00
-------- -- -- - - -- -j - -- -_ - -j--- -.. - .__ __ j-..__ ._.. __ _ j -- - - -- --- -- -- -- -- I - ..__ ..._ - - ----- ---
I i I i I ®�
� � � DESIGNED POND I
I � I � BOTTOM EL.=5.61 �
4.00 i i i � � 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'
HORIZ. 1 "=20'
VERT. 1 "=2'
�.
y� H
3
P
t
#18 GREEN
EXCAVATE UMITS
4' FROM E.O. POND
(TYPJ
N
7
PROPOSED
EXCAVATION LIMITS
EXIST. TOE OF POND
EXST. EDGE OF POND
ADJUSTED TO ENSURE
POSITIVE DRAINAGE
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
8.59
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
20 SHOTS
30 SHOTS
28 SHOTS
TOTAL AVG. OF N.& S
TOTAL AVG. OF N.& S
TOTAL AVG. OF N.& S
TOTAL VOLUME
72.46
10.46
8.81
829.46 CY
SCALE = 1" = 20'
LEGEND
LINE TYPES
FEATURES
X-SECTION
�-®--�®-®----------
EXIST. PVC PIPE
DETAILEDPROFILE
-
PONDS
PROPOSED BULKHEAD
EXST. EDGE OFPOND
---------------------
EXST.TOEOFPOND
®.,.®.�.®„�o.,.,v.,.®:,...,,.-„�®,.,®,,,®,,,®,,...,,,®,,,®��,.®
EXST. BOTTOM OF POND
DESIGNED WATER LEVEL
DESIGNED POND BOTTOM
PROP. EXCAVATED
BOTTOM
SYMBOLS
OAK TREE ��
HATCHING
PROPOSED
EXCAVATION
CONCRETE j?;:� q:"':
t?
WATER }
�,�P'(E. OF T e�,gs,�l
r*' *�' F CITY OF L, � PORTS OWN: RJS/JR
RODNEY LEE SLATON � � 0� PLANNING DEPT.EP 31NEERING DIV.
90298 -' • j � CK'D: GRM
/, � ,. � O .; ��� 604 W. FAIRMi NT PKWY.
�� o,�, . FG/SERE \��� LA PORTS, TE CAS 77571 APP'D: RLS
ill S3� NAL E�.'- PH: 281-470-5020; F. X: 281-470-5005
0
��- � � �'�`� PONDS -BULKHEAD IMF MOVEMENTS ,"=2D'
e seal ppearing on Date:
this document Was AT JUNE, 2ott
authorized by BAY FOREST GOLF BOURSE Pralect Nc.:
RODNEY LEE SLATON eon -soot
P.E. 90298, On X-SECT. &VOLUMES SHEET:
�a$� r � #18 PON[ ► � � � 6
OF
��
PROPOSED
PILING LUMBER:
8"ROUND,
LENGTH VARIES
ON 4'-6" CENTERS
9
1^
�F,
� �ti
x
GRADE TO DRAIN r`b
PROPOSED BULKHEAD �o
TOP ELEV. TO BE FIELD 6o x:"
ADJUSTED TO ENSURE
POSITIVE DRAINAGE ,6
EXIST. EDGE OF POND —"--
EXIST. TOE OF POND
N
ro #9 GREEN ,y
TYPICALTIE-BACK
(ONE PER TWO PILINGS
@ 14' MIN.)
I. GRADE TO DRAIN
<> W
266 LF
x�
ti 1 �yx r I:
ti. a
x
GRADE TO DRAIN
1�
x
P
x,^
r Jp
U
7
p o�
t�
doorz
[J [Jjoox
o
^O'J
NOTE: -
EXCAVATE POND
TO ELEV. 7.90
#9 POND i� r
0 0
Q Q
W W
DO
Co
0 CL
O
Of
o_ o_
z o
0 - Z
W W
m
NORTH SIDE #9 POND VERT.I "=2
- PROFILE R '
'
16,00 16*00
I I I i
EXIST. GREEN
14,00
14.00
I I i I I
I I i
12,00 1 12,00
PROPOSED BULKHEAD
13
u■n■
i
10,00
.._ — — _ ■�■
EXST. E.o. POND
DESIGNED WATER LEVEL'
�.aa „arms!■n,I�ann,a■:u®mm!!,m umsdwmn!mmem na :®:u■Ixr!mmma�;;,� EL =9i,90
®n!s�!n®m®a!mi nmsinm:amunnvm�m.®n,mrs»�nsm c+� .alit �:"amain®mm!.madm�:!�®mem! m�!m^':aat�!ssa!m�maca asp— EXST.!TOE OF POND
I I I I
8,00 EXST.IBOTTOM OF POND; I 8.00
_.... __ ___ ._ .I
I. .I PROP.: EXCAVATED BOTTOM
ELEV.=7.90
6.00 6.00
i I
j j DESIGNED POND BOTTOM
�— ELEV.=4.61
4.00
4,00
0+00 1+00 2+00 3+00
LEGEND
LINE TYPES
FEATURES
X-SECTION®®®®-
EXIST. PVC PIPE
PROPOSED
CONCRETE
SYMBOLS
OAK TREE
HATCHING
EXCAVATION
y '.
WATER ��
TEMPORARY BENCHMARKS
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"X6"X18' 0.60 CCA Whalers
5. 60 ea. 3/43#x15'6" Hot Dipped Galy. Rods w/
18" of thread each end.
6. 60 ea. 3%3" Hot Dipped Galy. Sq. Washers
7. 60 ea. 3/4" Hot Dipped Galy. Nuts
��y�P�E of rekgy�
1
RODNEY LEE SLATON �
/ �. 90299. /
,�tt SS�ONAL
The seal on
this document was
authorized by
RODNEY LEE SLATONE. P.90298, on
om PLANNING DEPT.ENGII EERING DIV. CK'D: GRM
604 W. FAIRMON- PKWY.
LA PORTS, TEXA 77571
PH: 281-470-5020; FAX::81-470-5005. APP'D: RLS
Scale:
PONDS -BULKHEAD IMPROVEMENTS 1"=20'
AT Date:
JUNE, 2011
BAY FOREST GOLF COURSE Project No.:
PLAN & PROF LE 2011-5001
SHEET:
#9 POND 2
of � 6
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
En
EXIST. PVC PIPE PROPOSED
DETAILED PROFILE EXCAVATION
PONDS
PROPOSED BULKHEAD CONCRETE
g:y
EXST. EDGE OF POND--------���-------���
EXST. TOE OF POND
WATER
EXST. BOTTOM OF POND
DESIGNED WATER LEVEL
DESIGNED POND BOTTOM
PROP. EXCAVATED
BOTTOM
CALCULATION TABLE - #9 POND
PROP. BULKHEAD
EDGE OF POND
TOE OFPOND
NOTES
10.56
10.14
6.59
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
12.98
8.69
12.58
8.82
11.99
11.45
11.28
10.78
10.80
165.08
73.19
79.90
PROP. EXCAVATED
BOTTOM
14 SHOTS
7 SHOTS
9 SHOTS
ELEV= 7.90
11.78
10.46
8.88
TOTAL VOLUME
1,261.09 CY
#9 POND - X-SECTION
i I I i I
j
16.00
I i I I I I
GREEN (®'®ate I _f : _. j _._ ! !.. j 14.00
77
12.00 I I i I 12.00
10.00
! I DESIGNED WATER
! I LEVEL EL=9.fit
90 /
i
8,00
PROPOSED ( ( ( ! ! I
EXCAVATED
BOTTOM ! I
600 ELEV= 7.90 ' 6.00
DESIGNED POND
BOTTOM EL=4.61
4.00 I f i ®I 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'
40
jo
Ad
�'g,tP�E OF TFkgst)
.T . • tt
r t,
* aF ` CITY OF LA 'ORTE OWN: RJS/JR
RODNEY LEE SLATON � PLANNING DEPT.ENGli EERING DIV.
' 90298 j ° CK'D: GRM
t�f� Oo PFG/STERF�'����r 604 W. FAIRMOM P 7571
^;
LA PORTS, TEXA • 77571 APP'D: RLS
itl SS/ONAL EN.t" PH: 281-470-5020; FAX: !81 470-5005
Scale:
PONDS -BULKHEAD IMPROVEMENTS
1�=20'
The s�ppearing on Dote:
this document was AT JUNE, 2011
authorized by BAY FOREST GOLF C' )URSE Project No.:
RODNEY LEE SLATON 2011-5001
P.E. 90298, On X-SECT. & VOLL MES SHEET:
#9 POND 13
16
OF
PROPOSED BULKHEAD
TOP ELEV. TO BE FIELD
ADJUSTED TO ENSURE
POSITIVE DRAINAGE
EXIST. EDGE OF POND
PROPOSED
GRADE TO DRAIN PILING LUMBER:
8"ROUND, LENGTH VARIES
ON 41-6" CENTERS
9' a, '`F' ,Il ,o. 6 ,. PVC
TYPICALTIE•BACK
(ONE PER TWO PILINGS
r ?r @ 14' MIN.)
x' <R
NOTE:
EXCAVATE POND IE=71,gY
TO ELEV. 6.28
J�
.�5
EXIST. EDGE OF POND w�
O
Q
v W
> _
o_ y
Do
'4- d7
p a
H x
n
N �
X Z
W W
�,v' / GRADE TO DRAIN
4" PVC
�k
0'
F�
x
- -- __ PROPOSED BULKHEAD
TOP ELEV, TO BE FIELD
ADJUSTED TO ENSURE
POSITIVE DRAINAGE
HORIZ.
VERT. 1 "=2'
i
16.00 ( 16.00
I - - i - I
i I I
I I
I I i I I 1 I
I I 14.00
1400
#7 GREEN
I i I I
12.00 I i i ( 1200
-- -- - - - - - ..._ .
_. .
, I I
I I I PROPOSED BULKHEAD
10.00
10.00
Islow a
- '� EXST. E.O. POND I f
i I 4" PVC PIPE
B.DD S.W. IE = 8.15 I 8,00
-._ ... ........ .-.. _...... ___ _.. _.. 16" PVC... PIPE. ! -- ......
! I I IS. IE = 7.93 .- .... ..i ...
mr ,,,� �;; DESIGNED WATER LEVEL
®!umaum i�:!!wo®!Imn,®!...!®!®n!mnicy�!®:.!®e!�vsn!emn!m .i».;�;nm!!!mum ■s.!ea,n m�minezmmm m.!!®m■ar!®n�.m¢mntml� ELEV=8.28
EXST, TOE OF POND
! ! - EXST. BOTTOM OF POND
6.00 t( 6,00
--PROP. EXCAVATED BOTTOM --1 -. __-. I --.. _I -._ -..- _... -. - -- _.....
I I I ELEV =628 I
I I I I I 1 i
I i I I
DESIGNED POND BOTTOM
I ( i ELEV.=5.11
4,00 I 4.00
i I I I i I
0+00 1+00 2+00 3+00
#7 GREEN
9'
1^; 1lbrh
I�
LEGEND
SYMBOLS
LINE TYPES
OAK TREE is
FEATURES HATCHING
X-SECTION ®•--®-----®®®®®®®---
EXIST. PVC PIPE /
PROPOSED
DETAILED PROFILE - ®• - EXCAVATION
PONDS
PROPOSED BULKHEAD CONCRETE
EXST. EDGE OF POND �•�-•-----•�•�•�-�•�•-
EXST.TOE OF POND �„ m:,.�. �, :�„. ®:,:®.,® ,:• ,.®::�
WATER
EXST. 80TTOM 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 V 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"x10"x12' T&G 0.60 CCA
4. 24 ea. 3"x8"x18' 0.60 CCA Whalers
5. 48 ea. 3/4"x15'6" Hot Dipped Galy. Rods w/
18" of thread each end.
6. 48 ea. 3"x3" Hot Dipped Galy. Sq. Washers
7. 48 ea. 3/4" Hot Dipped Galy. Nuts
40 *`•••*
* o
OWN: RJS JRCO
10 RODNEY LEE SLATON io
�....:........... .......
WO PLANNING DEPT.! VGINEERING DIV. CK'D: GRM
�I 9029e 604 W. FAIRI ONT PKWY.
�1 PO PFG/STER��' ��•+r LA PORTE, ' =XAS 77571
+i, l\ /10NAL����+ PH: 281 470-5020; 'AX: 281 470-5005 Scale:APP'D: RLS
PONDS - BULKHEAD IM'ROVEMENTS 1"=20'
The seal a pearing on Date:
this document was AT JUNE, 2011
authorized by BAY FOREST GOLF COURSE Project No.:
RODNEY LEE SLATON 2011-5001
P.E. 90298, on PLAN & PRC (FILE SHEET:
#7 POND 14
16
OF
p
Q
t1J
U
J
a_
m
(o
CL
O
O
H
Z
N
U
X
IOU
W
m
p
Q
U
W
O_
J
�
m
O
a
F-
O
0_
N
a_
(n
p
W
W
d-
m
o
a
Q.
N
p
X
Z
W
W
PROPOSED BULKHEAD
TOP ELEV. TO BE FIELD
ADJUSTED TO ENSURE
POSITIVE DRAINAGE
GREEN
GREEN
LEGEND
SYMBOLS
LINE TYPES OAKTREE 0
FEATURES HATCHING
X-SECTION-®--------®-®--�®®� //�
EXIST. PVC PIPE PROPOSED
EXCAVATION
DETAILED PROFILE -• �- !%/�
PONDS
PROPOSED BULKHEAD CONCRETE }�,,+•;(,r�:
6a •, 4
EXST. EDGE OF POND---•-------�•�•�•�•�
EXST. TOE OF POND
WATER
EXST. BOTTOM OF POND
DESIGNED WATER LEVEL
DESIGNED POND BOTTOM
PROP. EXCAVATED
BOTTOM
CALCULATION TABLE - #7 POND
PNOP. BUW1En0
EDGE OF POND
TOE OF PDND
NOTES
B.i3
B.B3
720
B.d
B.d
7.33
B.d3
B.DB
7.30
B.nl
0.13
7.49
B.BB
B.OB
7.00
B.BB
B.iB
7.31
B.0]
B.33
T.SE
B.SB
B.T3
TM
B.]0
10.15
B.]0
B.B4
B.BB
B.az
13521
TLI8
5131
PROP.
��EITtCTpAVATED
143NOi3
BSHOTS
BSHOTS
ELE emo&
S.BB
B.10
7,41
TOTAL VOLUME
3T3.40 CY
#7 POND - X-SECTION
I
t
I
A
i E
I
I
I
I
i
I
(
I
1e.00
I
(
I
I
14.00
14.00
1200.
`•"e,
(
I
1 I I
(
12:Motor
_
. GREEN. .�.�.
_
__
. _
_, .. .._.
toot
20045
�EIfR.�n3 WM LEVU
I
i
i
I
i
i
i
I
I
eao
I
elm
�evo
-
-
EXCAVATED
BOTTO
i
) ELEV.=8.28
wTtBu�
a°E9Ev.:nttPaD
4•00
HORIZ.1"=2 '
VERT. 1"=2'
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
NOTE: GOLF COURSE WAS
DESIGNED AND BUILT WITH 1978 -
DATUM. CONVERSION FACTOR
TO 2001 DATUM = -0.39'
��P(E OF T ekgsi)
•• 11
r �
CITY OF L A PORTE DWN: RJS/JR
RODNEY LEE SLATON • • j P� PLANNING DEPTJ JGINEERING DIV.
j 90298 1 ; CK'D: GRM
�hP 0,.; � 604 W. FAIRI ONT PKWY.
10). • FC/� ERk , \��^ LA PORTE,1 JCAS 77571 APP'D: RLS
(li SS/ONAL EN+ PH:281-470-5020; AX:281-470-5005
Scale:
PONDS - BULKHEAD IM 'ROVEMENTS 1•=20'
The seal ppearing on Date;
this document was AT JUNE, 2011
authorized by BAY FOREST GOLF COURSE Project No.:
RODNEY LEE SLATON 20110005001
P.E. 90298, on X-SECT. & VO _UMES SHEET:
#7 POND 5
� r_
N/G
8" ROUND PILINGS -TAPERED
(0.60 CCA)
4'6" CENTERS _--
�LERS- 3"X8"
(0.60 CCA)
vP�'LES TOP 1' BELOW NATURAL—
�OP EL % 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 1' 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
3/4" HOT DIPPED GALVANIZED
BOLTS, NUTS & 3" X 3" SQ.
WASHERS (TYP.)
CRACKS IN SHEETS OBE
PATCHED W/0.60 1"X 6" ROUG CUT
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
4' MAX.
BOTTOM OF POND
� 2"X8"X10' T&G S45
(0.60 CCA) 30"-36"
MIN. PENETRATION
—"" "' BELOW NATURAL
D ELEVATION
3' MIN. 6' 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.
i' PENETRATION 4' 6" O.C.
SCALE = 1" = 20'
TEMPORARY BENCHMARKS
T.B.M. #1 BLACK "X" 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 PLE NS FOR EACH.
2. TIE -BACK RODS AND FASTENERS SHALL BE GALVANIZED STEEL.
3. ALL LUMBER SHALL BE 0.60 CCA, TREATED ROUND PII 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 NEB
BULKHEAD INSTALLATION.
7. PILINGS TO BE 6' OF PENETRATION BELOW DESIGN POf D BOTTOM.
�w`�,�PgE OF Tejgs�)
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RODNEY LEE SLATON
�'., sozse . f ..,
+�IiSS/ONAL�E�+�+..
The�th��y�y^"�"
PPearing on
this document was
authorized by
RODNEY LEE SLATON
P.E.90298, on
of CITY OF LA F 'ORTE DwN: RJs/JR
� o
m PLANNING DEPT.ENGINI °RING DIV.
� CK'D: GRM
504 W. FAIRMONT I KWY.
LA PORTE, TEXAS 7571
PH:281-470-5020; FAX:2 1-470-5005 APP'D: RLS
soale:
i^=zo'
PONDS- BULKHEAD IMPRC ✓EMENTS Dote:
AT JUNE, 2011 " ',
Project No.:
BAY FOREST GOLF CC URSE eon -cool
DETAILS &NOT =S SHEET:
16
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