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REF PT. 4 - ; / / •/ Ole CONTRACTOR
DESIGNNATEDNATIFY THETPRSCCONSTRUCTIONITY PROJECT RCONFERENCE)YAT ! - LA PORTE'S ...
CITY OF LA PORTS i
471-5020 AT LEAST 48 RRS PRIOR TO COMMENCING WORK. i
SURVEY LINE BAY FOREST
02. THE LOCATIONS OF UTILITIES AND OF EXISTING PAVEMENTS
SHOWN ON THE PLANS SHOULD BE CONSIDERED AS APPROXIMATE.
- - OTHER UTILITIES MAY EXIST. CALL THE UTILITY
- COORDINATING COMMITTEE AT 2231111 PRIOR TO EXCAVATING. GOLF CLUBHOUSE
THE CONTRACTOR SHALL REPAIR ANY DAMAGES TO EXISTING :-
: 16'• OAK T UTILITIES CAUSED BY CONSTRUCTION'OPERATIONS AT NO
/ ADDITIONAL COST TO THE OWNER.
03, VERIFY ALL DIMENSIONS AND ELEVATIONS.' VERIFY THE LA PORTE, TEXAS
LOCATIONS AND ELEVATIONS OF ALL CONNECTIONS TO EXISTING --:
' UTILITIES OR PAVEHENTS, BRING ANY DISCREPANCIES TO THE 1
12' OAK
ATTENTION OF THE ARCHITECT. i
\O 0!. THE CITY OF LA PORTE WILL CLEAR AND GRUB THE SITE -
7" OAK
IAOAK 8"OAK INCLUDING REMOVAL -OF ANY TRESS. CONTRACTOR SHALL NOT -
REMOVE ANY TRESS,
05, THE CITY OF LA PORTS IS CONSTRUCTING AN ADJACENT PROJECT
- : 123'
• OAK ' - - (CITY PROJECT N0, 87-4501) CONSISTING OF PARKING LOT,
�J DITCH IMPROVEMENTS, CULVERT RELOCATION, SANITARY SEWERS
\
AND WATER LINES. THIS CONTRACT INCLUDES COORDINATION / WITH THE ADJACENT PROJECT,
14" OAK � - -
. }O"_OAK r \01
• 20"OAK 06, THESE PLANS WERE PREPARED BASED UPON SURVEYS BY THE
r CITY OF LA PORTS, THE CITY WILL STAKE THE SURVEY _ -
- REFERENCE LIKE AND SET TWO (2) TEMPORARY BENCH HARKS IN
THE FIELD FOR THE CONTRACTOR'S USE. -
\\
9ELM � \ / _ 07, THE ADJACENT PROJECT INFORMATION SHOWN ON THE PLANS
" ` :: i
- EXISTING SWALE -- �} 9 OAK 1 _- -' (PARKING LOT, DITCH AND CULVERT IMPROVEMENTS, WATER
`I • A K
• 7" OAK ( LINES AND SANITARY SEWERS) ARE PER CITY OF LA PORTE
0` \ I PLANS FOR PROJECT NO, 87eil
6"ELM 11/ -
12"OAK , 0 `~ 08, ALL NEW CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE
�
3"ELMS 15 CAKi T - ASPHALT PARKING LOT --ra CURRENTLY HRING ENFORCED BY THE CITY OF LA PORTE.
AK' / / ! _ W.L. & SAN SWR. - __.
I 09. THE CITY OF LA PORTS HAS AN AGREEMENT FOR MAINTENANCE OF
BY OTHERS
+ / T THE HARRIS COUNTY FLOOD CONTROL DISTRICT (HCFCD) DITCH,
+ + / G3 I CITY PROJECT N0. THE CONTRACTOR WILL NOT BE REQUIRED TO OBTAIN ANY
FLOWLINE (TYP.) +\�L TOP BANK (TYP. +"- +` RE II87-4501 PERMITS FROM OR INSPECTIONS BY HCFCDeti
GRADE TO DRAIN •y,�(/ -'
+ ¢, -�' By
RSI" T - `B"WL- 10. THE CONTRACTOR IS TO FOLLOW THE RECOMMENDATIONS OF THE
7"ELM 11,80 12.00 +*;. Zo'R GRADE TO DRAIN / (BOTH SIDES) i`�R GEOTECHNICAL ENGINEERF COASTAL TESTING LABORATORY. THE -
+.+ , -. - I 7 - SOILS REPORT IS INCLUDED IN THE CONTRACT DOCUMENTS. MNM ENGINEERING ASSOCIATES INC
/ _ / 6".SAN. SWR. - CONSULTING ENGINEERS
�4 06 +++;+.+'•+ ' ��+ �- PROPOSED I3.i7 \� I 11. TESTING OF MATERIALS SHALL BE AT CITY EXPENSE.
+++++ + + + +I+++ +++++' S� i5"oAK 12.10 GRADE (TYP.)
till +�,�x - MATCH EXIST. ASPHALT
5" ELM aA/. +. + ,+.12�',OA . 3' l ...- _ ` . --N
06 5 EDGE 12.84 12. ELEVATIONS ARE RfiFSRENCBD TO THE FOLLOWING BENCH HARK:
7.,ELM 6'•ELM .� .+++t. +6w +6*+d £ - A EME T• 12,35
I!S"ELM ',.+ + +;, a >.+ 6" CO II�CR C•3 C3, RE' O5-C3 CITY OF LA PORTE SURVEY MONUMENT NO, 58
+ +,-
�=+�2:+ 12.25 12,30 ,• 12.30 12.25 /� PAVEMENT 12.97 C3 BRASS CAP WITH PUNCH MARK .
NO. TEN TEE o LOCATED ON THE BAST SIDE :OF BROADWAY
VIe17 1AK +. + _� 16"OAK 5 OAK- a RE: 04-C3 - 13.41 SOUTH OF •R^ STREET. F
I (2 rJO to,
ELEVATION 11.76 (1978 ADJUSTMENT)
- ,At . fte Q 0\,
12.61 T t3. T
7 �.
15
611 OAK 1 12.50
I6"OAK EXISTING 6 ,37 12.37 25'R '21 '/ p� - 1!. THE PROPOSED ! INCH THICK. CONCRETE PAVEMENT IS NOT - - BOBGATEWOOD &'ASSOCIATES
7"ELM 9"ELM GRADE (TYP.) � 12 OAK I275 , \ P-O DESIGNED TO HANDLE CONSTRUCTION TRAFFIC. IF THE STRUCTURALENGINEERS17'OAK h ro p� �E - .CONTRACTOR DESIRES TO USE ANY OF THE AREAS DESIGNATED AS
O 2:Oda - + F. F. = 13.50 I2.35 �j 12 pJFj 4 INCH CONCRETE PAVEMENT FOR CONSTRUCTION TRAFFIC HE
M Zo OJ ��• } SHALL INCREASE THE PAVEMENT THICKNESS TO 6 INCHES AT NO
15"P.OAK � 41,5O' 00 i2, I Ick�hQ / ADDITIONAL COST TO THE OWNER. ,
. 6"OAK 12,85 12,71
_ _�(o B DG� Oj - - 15. A PORTION OF THE CONCRETE PAVING SHALL BE COLORED. THE
02 - - _eeeet I2.79.Y ARCHITECT SHALL SPECIFY THE COLOR TO BE USED.
- % CS ID'bAK- ' 0 O5� -
90I2.71 to 12.7$ / 16, JOINT SEALANTS SHALL BE GRAY IN COLOR.
et
1u to
OAK 0;12.75,r I0.50
/ to N 12.35 � HCFCD UNIT 17. GRADEPAVEMENTS UNIFORMLY BETWSfiN INDICATED fiLSVATIONS.
n"oAK L'• Ki 12.58 / OD A104-12-0I
ADJUST AS'DIRECTED BY THE ENGINEER OR AS REQUIRED TO '
I] Q (40' ESMNT) ACHIEVE POSITIVE DRAINAGE AND PLEASING APPEARANCE
�R ,
_ 9"ELM M 6 H, IO.55 112.37 12,37 17. SSBD ALL DISTURBED/EXPOSED AREAS WITH "STRAW MULCH"'
/ 15"P. OAK 12.44 SEEDING -PER HCFCD SPECIFICATIONS.
B'ELM 12.28 REF. PT. 5 4 T - u •• 8, THE CONTRACTOR SHALL LEAVE THE CONSTRUCTION SITE CLEAN.
�. h/ R _
1
+ \ + meetO •�+ •� `� ADJUST ALIGNMENT
12.17 cD 1244 18'IOAK 1O. 10"OAK 02 - NOTES
2417 5 R _ 12.50 F IN FIELD TO PRESERVE
TREES (SLOPE=0.2%)
18"OAK GRADE TO DRAIN 12.28 , 12.28 CONCRETE PAV MENT
12.23 REY DE LA REZA ALA • ARCHITECTS
t2.05 �- -4 CONCRETE PAVER 11.97 RE 04-C3
7' P. OAK 10'R oA♦ 15" OAK
1z"OAK / RE 04-C3� 10, zo' oAK
12.05 9" A S H AHCHITECP(IRF."PLANNING • INTERIOR DESIGN
9•P OAK +' +.: 12,25. .:.
12.17 -'+�= w 11.97 11.97 to / 11.97 33' R ED
w000ttee.• tea AAC `
12.05 . + 20 11.20 I0.7 0teetee
# U.y 9% +
„ r ti.. zz'� t W
- + - (U .4*�5 •�� 41 `^• .v�,`�, ;Lrt �'t`t\i ?.i''i�%^.n ,:�L,?.lr`? _ ;{ 0: e1
rf
j
� � � � `• i / it"OAK 8"OAK 17"OAK 90AK
2.17 ,�.� {� y�{..:. •r a .fit w.,,• . � ; 4z'� ,, t T. r, i 1.48
- 10"OAK - + ++ ++' +1. + + + + '+ +"j+ + : _ + +, + ++ + + + +
+ + �+ + + + + +, + �bD w + .+ + +� . + 36 R .5 R O' / F cE
+ � + +
f
J OF
EXIST. IRRIG. +<+ +,+ + + + + +:+ ... + +' + r + + + + + + + ,+ + - / V
MATCH x --
+ +' +_-+ - _ - +' . +- �+ - - -+ + ,, T EXIST. 1s•OAK ///J� r 12 to W.w lath btre.tNou.ton. Texu ..008 71
CONTROL BOX + +_+.+ +-N.90 + aD+ + l0 N0. ONE TEE '"` 3/86a3121
4T5f+ +` + + + + + } + + +, t +IoeaSH I1.55 -
: + "+ .+ + + + +4+ + + + + + + + ''-�e+.cr .+'=-+ + �. +. +:,'+ + +:., 19 OAK00000001
i OAK +- + + + -+: +- + +::, + `+-: + + + ,+ + r+ + II ASH +: ++ +5#'_ASK+F+ •� I .6 9"oaK 9'4SH
' + Sp + + ++ It a': + + Revisions
12"OAK. ice- 1
6•� OAK II"ASH • 75 316 lid
: 11. 2
. GRADE
M1 '-0" EARS /0` 12,05 TO
3„OAK 12.17 03 4"
CONCRETE - Iz' oa s"oAK DRAIN
PAVEMENT (D GRADE TO DRAIN
C3 RE: 04-C3 11.80
ti� 36'R a ,ASH \
+ �+ 12OAK\ +,+ `2-'1'- - �`�+ - 11.90 �1•� 15 0 \+ \
+,++ p0 13"OAK
NORTH
'IF 111 ++++.•;� now, met eiim,
;
Qp + + +;- t 1 r - jai•-�" ,
to
MATCH EXIST, CART PATH Ai �*6 I2�02K I2"oAK Is"oAK Sheet Title
/ 3 9 7"asH
IakP
y\\.i
RE: 10-C3 a or
(TYP)
n 1 rl }
NO. NINE GREEN SCALE1 = 20:3h, �rrratcs
mi
Al
0 10 25 50 �.} Steele
Date 16 FEB 1988
��- Job No. 1043
- RE:O►-C2 FOR PAVEMENT JOINT PLAN a PAVEMENT SURFACE FINISHES sheeeNo.
01 - LAYOUT & GRADING PLAN
-- - -
��,y�
Sheet of rZ I
0
w
w
=m
Z
Z
z�
• a
m
w _
o�
_ C
REF PT. 4 - ; / / •/ Ole CONTRACTOR
DESIGNNATEDNATIFY THETPRSCCONSTRUCTIONITY PROJECT RCONFERENCE)YAT ! - LA PORTE'S ...
CITY OF LA PORTS i
471-5020 AT LEAST 48 RRS PRIOR TO COMMENCING WORK. i
SURVEY LINE BAY FOREST
02. THE LOCATIONS OF UTILITIES AND OF EXISTING PAVEMENTS
SHOWN ON THE PLANS SHOULD BE CONSIDERED AS APPROXIMATE.
- - OTHER UTILITIES MAY EXIST. CALL THE UTILITY
- COORDINATING COMMITTEE AT 2231111 PRIOR TO EXCAVATING. GOLF CLUBHOUSE
THE CONTRACTOR SHALL REPAIR ANY DAMAGES TO EXISTING :-
: 16'• OAK T UTILITIES CAUSED BY CONSTRUCTION'OPERATIONS AT NO
/ ADDITIONAL COST TO THE OWNER.
03, VERIFY ALL DIMENSIONS AND ELEVATIONS.' VERIFY THE LA PORTE, TEXAS
LOCATIONS AND ELEVATIONS OF ALL CONNECTIONS TO EXISTING --:
' UTILITIES OR PAVEHENTS, BRING ANY DISCREPANCIES TO THE 1
12' OAK
ATTENTION OF THE ARCHITECT. i
\O 0!. THE CITY OF LA PORTE WILL CLEAR AND GRUB THE SITE -
7" OAK
IAOAK 8"OAK INCLUDING REMOVAL -OF ANY TRESS. CONTRACTOR SHALL NOT -
REMOVE ANY TRESS,
05, THE CITY OF LA PORTS IS CONSTRUCTING AN ADJACENT PROJECT
- : 123'
• OAK ' - - (CITY PROJECT N0, 87-4501) CONSISTING OF PARKING LOT,
�J DITCH IMPROVEMENTS, CULVERT RELOCATION, SANITARY SEWERS
\
AND WATER LINES. THIS CONTRACT INCLUDES COORDINATION / WITH THE ADJACENT PROJECT,
14" OAK � - -
. }O"_OAK r \01
• 20"OAK 06, THESE PLANS WERE PREPARED BASED UPON SURVEYS BY THE
r CITY OF LA PORTS, THE CITY WILL STAKE THE SURVEY _ -
- REFERENCE LIKE AND SET TWO (2) TEMPORARY BENCH HARKS IN
THE FIELD FOR THE CONTRACTOR'S USE. -
\\
9ELM � \ / _ 07, THE ADJACENT PROJECT INFORMATION SHOWN ON THE PLANS
" ` :: i
- EXISTING SWALE -- �} 9 OAK 1 _- -' (PARKING LOT, DITCH AND CULVERT IMPROVEMENTS, WATER
`I • A K
• 7" OAK ( LINES AND SANITARY SEWERS) ARE PER CITY OF LA PORTE
0` \ I PLANS FOR PROJECT NO, 87eil
6"ELM 11/ -
12"OAK , 0 `~ 08, ALL NEW CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE
�
3"ELMS 15 CAKi T - ASPHALT PARKING LOT --ra CURRENTLY HRING ENFORCED BY THE CITY OF LA PORTE.
AK' / / ! _ W.L. & SAN SWR. - __.
I 09. THE CITY OF LA PORTS HAS AN AGREEMENT FOR MAINTENANCE OF
BY OTHERS
+ / T THE HARRIS COUNTY FLOOD CONTROL DISTRICT (HCFCD) DITCH,
+ + / G3 I CITY PROJECT N0. THE CONTRACTOR WILL NOT BE REQUIRED TO OBTAIN ANY
FLOWLINE (TYP.) +\�L TOP BANK (TYP. +"- +` RE II87-4501 PERMITS FROM OR INSPECTIONS BY HCFCDeti
GRADE TO DRAIN •y,�(/ -'
+ ¢, -�' By
RSI" T - `B"WL- 10. THE CONTRACTOR IS TO FOLLOW THE RECOMMENDATIONS OF THE
7"ELM 11,80 12.00 +*;. Zo'R GRADE TO DRAIN / (BOTH SIDES) i`�R GEOTECHNICAL ENGINEERF COASTAL TESTING LABORATORY. THE -
+.+ , -. - I 7 - SOILS REPORT IS INCLUDED IN THE CONTRACT DOCUMENTS. MNM ENGINEERING ASSOCIATES INC
/ _ / 6".SAN. SWR. - CONSULTING ENGINEERS
�4 06 +++;+.+'•+ ' ��+ �- PROPOSED I3.i7 \� I 11. TESTING OF MATERIALS SHALL BE AT CITY EXPENSE.
+++++ + + + +I+++ +++++' S� i5"oAK 12.10 GRADE (TYP.)
till +�,�x - MATCH EXIST. ASPHALT
5" ELM aA/. +. + ,+.12�',OA . 3' l ...- _ ` . --N
06 5 EDGE 12.84 12. ELEVATIONS ARE RfiFSRENCBD TO THE FOLLOWING BENCH HARK:
7.,ELM 6'•ELM .� .+++t. +6w +6*+d £ - A EME T• 12,35
I!S"ELM ',.+ + +;, a >.+ 6" CO II�CR C•3 C3, RE' O5-C3 CITY OF LA PORTE SURVEY MONUMENT NO, 58
+ +,-
�=+�2:+ 12.25 12,30 ,• 12.30 12.25 /� PAVEMENT 12.97 C3 BRASS CAP WITH PUNCH MARK .
NO. TEN TEE o LOCATED ON THE BAST SIDE :OF BROADWAY
VIe17 1AK +. + _� 16"OAK 5 OAK- a RE: 04-C3 - 13.41 SOUTH OF •R^ STREET. F
I (2 rJO to,
ELEVATION 11.76 (1978 ADJUSTMENT)
- ,At . fte Q 0\,
12.61 T t3. T
7 �.
15
611 OAK 1 12.50
I6"OAK EXISTING 6 ,37 12.37 25'R '21 '/ p� - 1!. THE PROPOSED ! INCH THICK. CONCRETE PAVEMENT IS NOT - - BOBGATEWOOD &'ASSOCIATES
7"ELM 9"ELM GRADE (TYP.) � 12 OAK I275 , \ P-O DESIGNED TO HANDLE CONSTRUCTION TRAFFIC. IF THE STRUCTURALENGINEERS17'OAK h ro p� �E - .CONTRACTOR DESIRES TO USE ANY OF THE AREAS DESIGNATED AS
O 2:Oda - + F. F. = 13.50 I2.35 �j 12 pJFj 4 INCH CONCRETE PAVEMENT FOR CONSTRUCTION TRAFFIC HE
M Zo OJ ��• } SHALL INCREASE THE PAVEMENT THICKNESS TO 6 INCHES AT NO
15"P.OAK � 41,5O' 00 i2, I Ick�hQ / ADDITIONAL COST TO THE OWNER. ,
. 6"OAK 12,85 12,71
_ _�(o B DG� Oj - - 15. A PORTION OF THE CONCRETE PAVING SHALL BE COLORED. THE
02 - - _eeeet I2.79.Y ARCHITECT SHALL SPECIFY THE COLOR TO BE USED.
- % CS ID'bAK- ' 0 O5� -
90I2.71 to 12.7$ / 16, JOINT SEALANTS SHALL BE GRAY IN COLOR.
et
1u to
OAK 0;12.75,r I0.50
/ to N 12.35 � HCFCD UNIT 17. GRADEPAVEMENTS UNIFORMLY BETWSfiN INDICATED fiLSVATIONS.
n"oAK L'• Ki 12.58 / OD A104-12-0I
ADJUST AS'DIRECTED BY THE ENGINEER OR AS REQUIRED TO '
I] Q (40' ESMNT) ACHIEVE POSITIVE DRAINAGE AND PLEASING APPEARANCE
�R ,
_ 9"ELM M 6 H, IO.55 112.37 12,37 17. SSBD ALL DISTURBED/EXPOSED AREAS WITH "STRAW MULCH"'
/ 15"P. OAK 12.44 SEEDING -PER HCFCD SPECIFICATIONS.
B'ELM 12.28 REF. PT. 5 4 T - u •• 8, THE CONTRACTOR SHALL LEAVE THE CONSTRUCTION SITE CLEAN.
�. h/ R _
1
+ \ + meetO •�+ •� `� ADJUST ALIGNMENT
12.17 cD 1244 18'IOAK 1O. 10"OAK 02 - NOTES
2417 5 R _ 12.50 F IN FIELD TO PRESERVE
TREES (SLOPE=0.2%)
18"OAK GRADE TO DRAIN 12.28 , 12.28 CONCRETE PAV MENT
12.23 REY DE LA REZA ALA • ARCHITECTS
t2.05 �- -4 CONCRETE PAVER 11.97 RE 04-C3
7' P. OAK 10'R oA♦ 15" OAK
1z"OAK / RE 04-C3� 10, zo' oAK
12.05 9" A S H AHCHITECP(IRF."PLANNING • INTERIOR DESIGN
9•P OAK +' +.: 12,25. .:.
12.17 -'+�= w 11.97 11.97 to / 11.97 33' R ED
w000ttee.• tea AAC `
12.05 . + 20 11.20 I0.7 0teetee
# U.y 9% +
„ r ti.. zz'� t W
- + - (U .4*�5 •�� 41 `^• .v�,`�, ;Lrt �'t`t\i ?.i''i�%^.n ,:�L,?.lr`? _ ;{ 0: e1
rf
j
� � � � `• i / it"OAK 8"OAK 17"OAK 90AK
2.17 ,�.� {� y�{..:. •r a .fit w.,,• . � ; 4z'� ,, t T. r, i 1.48
- 10"OAK - + ++ ++' +1. + + + + '+ +"j+ + : _ + +, + ++ + + + +
+ + �+ + + + + +, + �bD w + .+ + +� . + 36 R .5 R O' / F cE
+ � + +
f
J OF
EXIST. IRRIG. +<+ +,+ + + + + +:+ ... + +' + r + + + + + + + ,+ + - / V
MATCH x --
+ +' +_-+ - _ - +' . +- �+ - - -+ + ,, T EXIST. 1s•OAK ///J� r 12 to W.w lath btre.tNou.ton. Texu ..008 71
CONTROL BOX + +_+.+ +-N.90 + aD+ + l0 N0. ONE TEE '"` 3/86a3121
4T5f+ +` + + + + + } + + +, t +IoeaSH I1.55 -
: + "+ .+ + + + +4+ + + + + + + + ''-�e+.cr .+'=-+ + �. +. +:,'+ + +:., 19 OAK00000001
i OAK +- + + + -+: +- + +::, + `+-: + + + ,+ + r+ + II ASH +: ++ +5#'_ASK+F+ •� I .6 9"oaK 9'4SH
' + Sp + + ++ It a': + + Revisions
12"OAK. ice- 1
6•� OAK II"ASH • 75 316 lid
: 11. 2
. GRADE
M1 '-0" EARS /0` 12,05 TO
3„OAK 12.17 03 4"
CONCRETE - Iz' oa s"oAK DRAIN
PAVEMENT (D GRADE TO DRAIN
C3 RE: 04-C3 11.80
ti� 36'R a ,ASH \
+ �+ 12OAK\ +,+ `2-'1'- - �`�+ - 11.90 �1•� 15 0 \+ \
+,++ p0 13"OAK
NORTH
'IF 111 ++++.•;� now, met eiim,
;
Qp + + +;- t 1 r - jai•-�" ,
to
MATCH EXIST, CART PATH Ai �*6 I2�02K I2"oAK Is"oAK Sheet Title
/ 3 9 7"asH
IakP
y\\.i
RE: 10-C3 a or
(TYP)
n 1 rl }
NO. NINE GREEN SCALE1 = 20:3h, �rrratcs
mi
Al
0 10 25 50 �.} Steele
Date 16 FEB 1988
��- Job No. 1043
- RE:O►-C2 FOR PAVEMENT JOINT PLAN a PAVEMENT SURFACE FINISHES sheeeNo.
01 - LAYOUT & GRADING PLAN
-- - -
��,y�
Sheet of rZ I
_ C
REF PT. 4 - ; / / •/ Ole CONTRACTOR
DESIGNNATEDNATIFY THETPRSCCONSTRUCTIONITY PROJECT RCONFERENCE)YAT ! - LA PORTE'S ...
CITY OF LA PORTS i
471-5020 AT LEAST 48 RRS PRIOR TO COMMENCING WORK. i
SURVEY LINE BAY FOREST
02. THE LOCATIONS OF UTILITIES AND OF EXISTING PAVEMENTS
SHOWN ON THE PLANS SHOULD BE CONSIDERED AS APPROXIMATE.
- - OTHER UTILITIES MAY EXIST. CALL THE UTILITY
- COORDINATING COMMITTEE AT 2231111 PRIOR TO EXCAVATING. GOLF CLUBHOUSE
THE CONTRACTOR SHALL REPAIR ANY DAMAGES TO EXISTING :-
: 16'• OAK T UTILITIES CAUSED BY CONSTRUCTION'OPERATIONS AT NO
/ ADDITIONAL COST TO THE OWNER.
03, VERIFY ALL DIMENSIONS AND ELEVATIONS.' VERIFY THE LA PORTE, TEXAS
LOCATIONS AND ELEVATIONS OF ALL CONNECTIONS TO EXISTING --:
' UTILITIES OR PAVEHENTS, BRING ANY DISCREPANCIES TO THE 1
12' OAK
ATTENTION OF THE ARCHITECT. i
\O 0!. THE CITY OF LA PORTE WILL CLEAR AND GRUB THE SITE -
7" OAK
IAOAK 8"OAK INCLUDING REMOVAL -OF ANY TRESS. CONTRACTOR SHALL NOT -
REMOVE ANY TRESS,
05, THE CITY OF LA PORTS IS CONSTRUCTING AN ADJACENT PROJECT
- : 123'
• OAK ' - - (CITY PROJECT N0, 87-4501) CONSISTING OF PARKING LOT,
�J DITCH IMPROVEMENTS, CULVERT RELOCATION, SANITARY SEWERS
\
AND WATER LINES. THIS CONTRACT INCLUDES COORDINATION / WITH THE ADJACENT PROJECT,
14" OAK � - -
. }O"_OAK r \01
• 20"OAK 06, THESE PLANS WERE PREPARED BASED UPON SURVEYS BY THE
r CITY OF LA PORTS, THE CITY WILL STAKE THE SURVEY _ -
- REFERENCE LIKE AND SET TWO (2) TEMPORARY BENCH HARKS IN
THE FIELD FOR THE CONTRACTOR'S USE. -
\\
9ELM � \ / _ 07, THE ADJACENT PROJECT INFORMATION SHOWN ON THE PLANS
" ` :: i
- EXISTING SWALE -- �} 9 OAK 1 _- -' (PARKING LOT, DITCH AND CULVERT IMPROVEMENTS, WATER
`I • A K
• 7" OAK ( LINES AND SANITARY SEWERS) ARE PER CITY OF LA PORTE
0` \ I PLANS FOR PROJECT NO, 87eil
6"ELM 11/ -
12"OAK , 0 `~ 08, ALL NEW CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE
�
3"ELMS 15 CAKi T - ASPHALT PARKING LOT --ra CURRENTLY HRING ENFORCED BY THE CITY OF LA PORTE.
AK' / / ! _ W.L. & SAN SWR. - __.
I 09. THE CITY OF LA PORTS HAS AN AGREEMENT FOR MAINTENANCE OF
BY OTHERS
+ / T THE HARRIS COUNTY FLOOD CONTROL DISTRICT (HCFCD) DITCH,
+ + / G3 I CITY PROJECT N0. THE CONTRACTOR WILL NOT BE REQUIRED TO OBTAIN ANY
FLOWLINE (TYP.) +\�L TOP BANK (TYP. +"- +` RE II87-4501 PERMITS FROM OR INSPECTIONS BY HCFCDeti
GRADE TO DRAIN •y,�(/ -'
+ ¢, -�' By
RSI" T - `B"WL- 10. THE CONTRACTOR IS TO FOLLOW THE RECOMMENDATIONS OF THE
7"ELM 11,80 12.00 +*;. Zo'R GRADE TO DRAIN / (BOTH SIDES) i`�R GEOTECHNICAL ENGINEERF COASTAL TESTING LABORATORY. THE -
+.+ , -. - I 7 - SOILS REPORT IS INCLUDED IN THE CONTRACT DOCUMENTS. MNM ENGINEERING ASSOCIATES INC
/ _ / 6".SAN. SWR. - CONSULTING ENGINEERS
�4 06 +++;+.+'•+ ' ��+ �- PROPOSED I3.i7 \� I 11. TESTING OF MATERIALS SHALL BE AT CITY EXPENSE.
+++++ + + + +I+++ +++++' S� i5"oAK 12.10 GRADE (TYP.)
till +�,�x - MATCH EXIST. ASPHALT
5" ELM aA/. +. + ,+.12�',OA . 3' l ...- _ ` . --N
06 5 EDGE 12.84 12. ELEVATIONS ARE RfiFSRENCBD TO THE FOLLOWING BENCH HARK:
7.,ELM 6'•ELM .� .+++t. +6w +6*+d £ - A EME T• 12,35
I!S"ELM ',.+ + +;, a >.+ 6" CO II�CR C•3 C3, RE' O5-C3 CITY OF LA PORTE SURVEY MONUMENT NO, 58
+ +,-
�=+�2:+ 12.25 12,30 ,• 12.30 12.25 /� PAVEMENT 12.97 C3 BRASS CAP WITH PUNCH MARK .
NO. TEN TEE o LOCATED ON THE BAST SIDE :OF BROADWAY
VIe17 1AK +. + _� 16"OAK 5 OAK- a RE: 04-C3 - 13.41 SOUTH OF •R^ STREET. F
I (2 rJO to,
ELEVATION 11.76 (1978 ADJUSTMENT)
- ,At . fte Q 0\,
12.61 T t3. T
7 �.
15
611 OAK 1 12.50
I6"OAK EXISTING 6 ,37 12.37 25'R '21 '/ p� - 1!. THE PROPOSED ! INCH THICK. CONCRETE PAVEMENT IS NOT - - BOBGATEWOOD &'ASSOCIATES
7"ELM 9"ELM GRADE (TYP.) � 12 OAK I275 , \ P-O DESIGNED TO HANDLE CONSTRUCTION TRAFFIC. IF THE STRUCTURALENGINEERS17'OAK h ro p� �E - .CONTRACTOR DESIRES TO USE ANY OF THE AREAS DESIGNATED AS
O 2:Oda - + F. F. = 13.50 I2.35 �j 12 pJFj 4 INCH CONCRETE PAVEMENT FOR CONSTRUCTION TRAFFIC HE
M Zo OJ ��• } SHALL INCREASE THE PAVEMENT THICKNESS TO 6 INCHES AT NO
15"P.OAK � 41,5O' 00 i2, I Ick�hQ / ADDITIONAL COST TO THE OWNER. ,
. 6"OAK 12,85 12,71
_ _�(o B DG� Oj - - 15. A PORTION OF THE CONCRETE PAVING SHALL BE COLORED. THE
02 - - _eeeet I2.79.Y ARCHITECT SHALL SPECIFY THE COLOR TO BE USED.
- % CS ID'bAK- ' 0 O5� -
90I2.71 to 12.7$ / 16, JOINT SEALANTS SHALL BE GRAY IN COLOR.
et
1u to
OAK 0;12.75,r I0.50
/ to N 12.35 � HCFCD UNIT 17. GRADEPAVEMENTS UNIFORMLY BETWSfiN INDICATED fiLSVATIONS.
n"oAK L'• Ki 12.58 / OD A104-12-0I
ADJUST AS'DIRECTED BY THE ENGINEER OR AS REQUIRED TO '
I] Q (40' ESMNT) ACHIEVE POSITIVE DRAINAGE AND PLEASING APPEARANCE
�R ,
_ 9"ELM M 6 H, IO.55 112.37 12,37 17. SSBD ALL DISTURBED/EXPOSED AREAS WITH "STRAW MULCH"'
/ 15"P. OAK 12.44 SEEDING -PER HCFCD SPECIFICATIONS.
B'ELM 12.28 REF. PT. 5 4 T - u •• 8, THE CONTRACTOR SHALL LEAVE THE CONSTRUCTION SITE CLEAN.
�. h/ R _
1
+ \ + meetO •�+ •� `� ADJUST ALIGNMENT
12.17 cD 1244 18'IOAK 1O. 10"OAK 02 - NOTES
2417 5 R _ 12.50 F IN FIELD TO PRESERVE
TREES (SLOPE=0.2%)
18"OAK GRADE TO DRAIN 12.28 , 12.28 CONCRETE PAV MENT
12.23 REY DE LA REZA ALA • ARCHITECTS
t2.05 �- -4 CONCRETE PAVER 11.97 RE 04-C3
7' P. OAK 10'R oA♦ 15" OAK
1z"OAK / RE 04-C3� 10, zo' oAK
12.05 9" A S H AHCHITECP(IRF."PLANNING • INTERIOR DESIGN
9•P OAK +' +.: 12,25. .:.
12.17 -'+�= w 11.97 11.97 to / 11.97 33' R ED
w000ttee.• tea AAC `
12.05 . + 20 11.20 I0.7 0teetee
# U.y 9% +
„ r ti.. zz'� t W
- + - (U .4*�5 •�� 41 `^• .v�,`�, ;Lrt �'t`t\i ?.i''i�%^.n ,:�L,?.lr`? _ ;{ 0: e1
rf
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2.17 ,�.� {� y�{..:. •r a .fit w.,,• . � ; 4z'� ,, t T. r, i 1.48
- 10"OAK - + ++ ++' +1. + + + + '+ +"j+ + : _ + +, + ++ + + + +
+ + �+ + + + + +, + �bD w + .+ + +� . + 36 R .5 R O' / F cE
+ � + +
f
J OF
EXIST. IRRIG. +<+ +,+ + + + + +:+ ... + +' + r + + + + + + + ,+ + - / V
MATCH x --
+ +' +_-+ - _ - +' . +- �+ - - -+ + ,, T EXIST. 1s•OAK ///J� r 12 to W.w lath btre.tNou.ton. Texu ..008 71
CONTROL BOX + +_+.+ +-N.90 + aD+ + l0 N0. ONE TEE '"` 3/86a3121
4T5f+ +` + + + + + } + + +, t +IoeaSH I1.55 -
: + "+ .+ + + + +4+ + + + + + + + ''-�e+.cr .+'=-+ + �. +. +:,'+ + +:., 19 OAK00000001
i OAK +- + + + -+: +- + +::, + `+-: + + + ,+ + r+ + II ASH +: ++ +5#'_ASK+F+ •� I .6 9"oaK 9'4SH
' + Sp + + ++ It a': + + Revisions
12"OAK. ice- 1
6•� OAK II"ASH • 75 316 lid
: 11. 2
. GRADE
M1 '-0" EARS /0` 12,05 TO
3„OAK 12.17 03 4"
CONCRETE - Iz' oa s"oAK DRAIN
PAVEMENT (D GRADE TO DRAIN
C3 RE: 04-C3 11.80
ti� 36'R a ,ASH \
+ �+ 12OAK\ +,+ `2-'1'- - �`�+ - 11.90 �1•� 15 0 \+ \
+,++ p0 13"OAK
NORTH
'IF 111 ++++.•;� now, met eiim,
;
Qp + + +;- t 1 r - jai•-�" ,
to
MATCH EXIST, CART PATH Ai �*6 I2�02K I2"oAK Is"oAK Sheet Title
/ 3 9 7"asH
IakP
y\\.i
RE: 10-C3 a or
(TYP)
n 1 rl }
NO. NINE GREEN SCALE1 = 20:3h, �rrratcs
mi
Al
0 10 25 50 �.} Steele
Date 16 FEB 1988
��- Job No. 1043
- RE:O►-C2 FOR PAVEMENT JOINT PLAN a PAVEMENT SURFACE FINISHES sheeeNo.
01 - LAYOUT & GRADING PLAN
-- - -
��,y�
Sheet of rZ I
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o°DomU>
_- _
_ _ -
GRADE __,_. � - - --_ _ —__
��' '` - PAVING PER PLANS Ol. PIPE, JOINT AND FITTINGB MATERIALS SHALL BE:
REF. PT. 4 ) A. FIRE BERVICE VATER LINE — AVWA C-900 PVC, SDR 18.
.... A' - 2'-0°MIN. BACKFILL Y t
'•A; •b '. ;,,,,,., FITTINGS - MECHGJOINTELCASTYIRON,
e . CITY OF LA PORTE (TYP.) RE � 02- C2 , „ \ \
SURVEY LINE _ _ ' _ 2.0 MIN. i � POLYETHYLENE VRAPPED. ,
B..DOMESTIC VATER SERVICE - TYPE K COPPER
:. _. ._ � FITTINGS - SVEATED.
A SLEEVE --�— C. SANITARY SEWER SERVICE
�- TYPE PSH PVCSEVER PIPE
2' - 0" MIN. r ----�� ASTH D303l, SDR 35. •
B ----'' JOINTS - GASKETED, ASTH D3212
16" OAK COVER 'D. SLEEVES 18" DIAMETER - PVC SEVER PIPE, ASTH F679
• � �•'--'---- VALL THICKNESS T-1.
• �6��.;• / WRAP SLEEVE 81 CARRIER E. scesvEs uP To 12"JDIAHS - SCHEDTlO�PVCTPIPE212
C D ! Vt(! 8 M!L POLYETYLENE AsrH D17as.
- � JOINTS - SOLVENT WELD, PUSH ON.
12"OAK � • F. YARD SERVICE WATER LINE -SDR 21 PVC PIPE
�: �6° • \o� SEE NOTES FOR ADD•L INFO. ASTx Dzzl1. --•
7"OAK JOINTS - SOLVENT WELD,PUSH ON.
"� � I'�OAK 8 OAK 02. PROVIDE TIMBER SKIDS AS REQUIRED ON EACH JOINT OF 8 INCH
1 a
0 V- S L E E V E D E TAIL C-9DD PVC VATER LINE PIPE INSIDfi SLEEVE. FOLLOV PIPE i
i � N T $ MANUFACTURER'S INSTRUCTIONS FOR PIPE IN CASING. '
12 •'OAK
�j 03. PROVIDE 2500 PSI CONCRETE THRUST -BLOCKS AS REDUIRED TO
SECURB FITTINGS.
I A —PAVEMENT (WHERE APPLICABLE) la"oAK
• r '\ / 0!. CARRIER PIPE DIAHETER ..... PROPOSED SLEEVE DIAHETER
B —SELECT FILL COMPACTED TO 95% lo"oAK \ `°� 2N.oAK 2" .......................• ;"
., MAX. DENSITY ASTM-D698 (8'� LIFTS) \o. � � \ / a" ........................•lE" t16^ BIN)
. C -BANK SAND COMPACTED TO 80% � �1 �\� �` - CCEA UT RE MEP '�-,_ os. pulcx CONNECT tpc) vALvts sHALL HE "RAINHIRD" i33D oR
RELATIVE DENSITY A$TM•D425 EXISTING SWALE 9�.ELM INVERT I 4I I `J' "WEATHHRMATIC" V133, WITH KEY. FURNISH 3/!" SNIVEL HOSE
9'OAK ELLS. VALVE BOX SHALL BE 9 INCH INSIDEDIAHETER, 10
' AND ASTM D4254 . 8„ K 7° OAK � �•._, INQHES DEEP, AS NANUF. BY AMETEK, CHRISTY OR CARBON.
�` / �
D -UTILITY I 12•'OAK 6"ELM `\ "-9 EN I ```� �--_ 06. PROVIDE IRRIGATION SLEEVES VITH CAPS -NOT CEHENTED.
I STAKE BOTH ENDS WITH 2" x 2" x 3'-0" TIHHER FLAGGED AND
! - IS"OAK I ASPHALT PARKING LOT —� - FINISHED AT 1 FOOT ABOVE GRADE.
3�M / i _ __ _ _ W.L. 8� SAN. SWR.
0� - TRENCH BACKFILL NTS � AK / 8°- I I � ° a• 222°BENDS � C T� PROJECT NO.--� 07. PROVIDE 3'-0" HIN COVER OVER. ALL WATERLINES. .
� / 4 � 87.4501 08. UTILITIES INDICATED AS "EXISTING" ARE THOSETO BE
FLOWLINE (TYP.) 0 .\ � TOP BANK (TYP.) ,
�� 9 �p
,� _i-"- — CONSTRUCTED BY OTHERS UNDER CITY OF LA PORTE PROJECT
SL E PAVI - --,� 8 W:L_ 'I N0. 87-1501.
• � � �'�� � C L / BY OT R S
0 7_E M (BOTH SIDES) / _._ _..__� _ - �....---�._� _ _. __ ._
' CLEA UT�2E MEP ' s"SAN. SWR.
\+ '' \� �6>L- - ��`-1-0 INVERT .24 � /
m ` � /
m � —
w ¢ :.I
IS' O K
= i � 5"ELM .I '� 3'EC J - �O • •^ � �/ �^
� � 6"ELM (1L• C;L, � , ` G�G[�
___-
2 Z 7"ELM -. _ E ' /� , /
rii � _ '� i-...... ,'" I , _ �• �2 ' Cq NEC T ING _ C..c�iU .E ��f� /CIO. 2
Z � IS"ELM _..�t--T—_—__� „:' (n
� I u: • LEEV ` ` ` . _ 2 WAT R R Y
. a '.. � -
�� N0. TEN TEE ��/ °� 17"(IAK 16..oA 5.'OAK aD c To,�EC��.IST�/Gr7�
' _ ;, E _
-_. ,
a � � .. , . � � � � ,� CO N C EXIST G -
o _ L
2 W.L. ,: `• S'lyR •S� 8 W T LIN
_ o
6..�,AK 4"IR S: j9Qi END o�N
..• IB"OAK v � 12"OAK � - I°W.L� SL -� � � �\\. ��� � � ;' �`r�PO
7"ELM 9 ELM :
-:: ( '> \�. _ RE MEP � \ o��/ _
_I `\o I:''•d OAK I FOR CONTINUATION � L � E \ �••`' \�
�" '"- / � %
ELM n I Q}P
� 15" a �,AK ''`�`� \ �� LEE E � ��
�� ' ;.
— - - _ � I !i, � OLOR C-� T- � � ,
E
f'��-'` F. F. � 3.50 '� � SLEE E � CONNECT TO EXI `' \
-, � INVERT 9.64 - HCFCD UNIT
/ f C � E A104-12-01
(( I?"OAK � RI ,. MATCH (4o'ESMNT)
• 9"ELM /
'..
I _; SLE cL ¢,. �c�cwc.
I ``j � � e"ELM `L ek. � ,� CLEANOUT RE MEP
`\+ \+ `+ .REF PT. 5 �\� � `�-t- NVERT 9.70
__ _ L - ` L L � 19 ,OAd 10'.OAK � 04 - NOTES
IE"oAK L CL L 3/ ' Q.C. In
'. � `. •h 9' �AK .5,� OAK
7"e oAK ¢' oAK 80 RE O -C2 . FINISH - HEAVY R00
. 20� OAK
•. 9°ASH
9"eoAK '.. , FINISH- MEDIUM NON-
' SLE c SL E DIRECTIONAL
- I , r •
^-- L
L __I._ � •� 'IIR IG.
LE VE .. ,.
C ,,.� - CL _ CL CL - S II OAK 8 OAK 17 OAK 9 OAK
10"OAK '. h '' � -- I :i ( I :h •'••••.:.� � `ti ..
- .I ;,11..: I 1 .:,. 18 OAK
i T
ExlsT iRRiG. , cL CJL c c cp� cL „ . N0. ONE EE
CONTROL BOX I z '., � � �- I I I G� I lO.c 19"oAK
OAK
L _ - I I
,- I � I IS"OAK 1 L
_. _ _
12'•OAK :, .. � � :.. V. Bt B. ��'PEA� GRAVEL 4' DEEP -....
e'.oAK /� Iz'�oAK RE-05-C2
II"ASH ... � I
. . • - 12"OA 15"OAK �:�� �., VALVE SOX�FLOSH WITH
.; / \ � - FINISH GRADE
3"OAK ' ..
�2..� 12"OAK\ `�+ - �,. `�+ `\+ Lg-O `+ .}...: i
• \ti. o0 13� OAK NORTH ({.71i�h� 1� \1l-- 4�
L . �� _
!"
�:ii , i
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� L ,� � �
��PO - - - 19 SOAK 12"OAK 15"OAK OUICx COUPLING VALVE ;. _
j� /'7GT�.5/ .FctSrFEY z'asH' 3/a• x lz• caLVAxxsED:
_ � Q "' STEEL NIPPLE
' - .._ - ,
�. �`' •' � STAINLESS STEEL CLAHP
�.
PAVEMENT JOINT LEGEND .
—E EX.PANSION JOINT RE 09-C3 / SCALE` (�� - 2O� Pvc MAIN
N0. .NINE GREEN '
-� � SCHEDULE 40 PVC TEE
- -6N CONSTRUCTION JOINT RE OS-C3 ' 0 IO Z5 SO _GAI.vANIzfi•D STEEL ELL.....
WHERE INDICATED ✓3 AS REQ'D
3/!• X 3" GALVANIZED
E;t CONTROL JOINT_ RE 07-C3 - STEEL NIPPLE•'
.... 1/2• X 2!• STAKE j
�" NOTE FIRE SERVICE WATER LINE (F.S.W.L.} IS BEING BID '
_ _ - - ,
,.,_ • -_ - - SECTION
-- AS AN ALTERNATE• SEE BID PROOSAL. -._
01 -UTILITY PLAN & PAVEMENT JOINTISURFACE FINISH DETAIL ,05-QUICK-COUPLING VALVE
' NO SCALE
LA PORTE'S
BAY FOREST
.GOLF CLUBHOUSE
LA PORTE, TEXAS
MNM ENGINEERING ASSOCIATES INC
CONSULTING ENGINEERS
BOB t3ATEW000 8 ASSOCIATES .
STRUCTURAL ENGINEERS
REY nE LA REZA AIA •ARCHITECTS
ARCHITE(TtiRE •PLANNING •INTERIOR DESIGN
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Sheet Title
Scale
Dete 16 FEB 1988
Job ND.
1
0
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3
Sheet No.
,
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sheet 2 of 2�
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STRAW MULC•�1y5EE0/,VG rsTRALV MULCT-/�SEEO/NG /F//3E12Ai1E5!-></�!�'E/NF. CO/VG,f'ETE
Ps<R N•G.F, G,17 SPEc'S PER !-/.C.F. C.17. SP6GS i � -
p,AVEM �,V 7" �" rv/c K _
3 � � �4y••ON CART �f3 THS �rSE6' /�GA/V,�
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PLA/V GRR�E � Co// L/A�/E ST�t,B/G/ZED SL/8G,2L1fOE
TD � /o /MAX DE/VS! T Y /95 T ,t�! �
O 698 _
OI — SWALE NTs 02 -GRADING SECTION rvrs 03 —PAVING SECTION Nrs 04 —CONCRETE PAVEMENT Nrs
SUBG�CAOE R� � Oro-C3 /UDTE� Tf/E EX/ST/.VG /OIL/ME S?�t6/c/zEO SU�GRAvE
CONCRETE P,4v/NG ASPN. PAv'T E�CTEn/OS ,9PPROx. 45 � FROM PO/it/T OF CENTER ON 1/4` TO 3/8` SAW CUT, W/1 24HRS,
r PROPOSED REINF. CONCRETE REINFORCING 1-1/2` DEEP W/ JOINT SEAL ,
RED 04�-C3 BY DTHElZS CONNECT/O�/ To ASPHALT PR�/•j R6 p5-G3 PAVEMENT, RED 04-C3 ,I"_DEEP ON 4"PVG.
• � $/4" JOINT SEALANT 3/4`OEEP � ' '-�
/2.84 GO,VCKEJ'E ,�.ays/-fEti/T ,H /STRAW .t�1ULC�'' � ,.
/3./7 (MATCH) ,//R RE a�¢ -c3 � (SY) �' 3" 3'
j 8/ � .iEE�/NG .'�.��-:+:•: FIRST POUR - ..i;':'s..
' � :i .
6n ��� � C/V ✓O/NT SECOND POUR ;:;.'.•����' '-i�:�:••
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Z�, = � i
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z __�� � l7YP � � r DEFORMED METAL STRIP � PROPOSED REINF.. CONC_RE7E
w � EXP. ✓O//�/T ,/ (KEYWAYI� _
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z a ,-' ,
m , •• P,�y OTHERS SCAR/Fy, RECOMPACj � A00 SELECT NOTE= REINF. BARS NOT APPLICABLE NOTE REINF BARS NOT APPLICABLE
- 4 -� �/LL AS /eE�n TO REACf-/ GiPAl7E. FOR °FIBERMESH" REINF CONCRETE FOR "FIBERMESH" REINF CONCRETE
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� ennath bor - NOTE OMIT: THIS PIECE IN 4"THICK PAVEMENT { COhiG��
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EAY FOREST
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